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40932-Z
Town of Southold 3/26/2018 P.O.Box 1179 _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39570 Date: 3/26/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2200 Naugles Dr, Mattituck SCTM#: 473889 Sec/Block/Lot: 99.-5-26 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/12/2016 pursuant to which Building Permit No. 40932 dated 8/24/2016 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: ONE FAMILY DWELLING WITH FIRST AND SECOND STORY COVERED FRONT PORCHES, WOOD LANDINGS, GARAGE UNDER AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Theotokas,Constantinos&Mario,&ano of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0012 12-16-2017 ELECTRICAL CERTIFICATE NO. 40932 09-26-2017 PLUMBERS CERTIFICATION DATED 02-15-2018 NNta Plumbing A th d Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE '� 1 Baa SOUTHOLD, NY f BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40932 Date: 8/24/2016 Permission is hereby granted to: Theotokas, Constantinos 26 Bluebird Dr Roslyn Heights, NY 11577 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 2200 Naugles Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 99.-5-26 Pursuant to application dated 8/12/2016 and approved by the Building Inspector. To expire on 2/23/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,328.00 CO -NEW DWELLING $50.00 Tota : $2,378.00 Buil 'ng Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certif cate� of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy_ $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 Date. New Construction: 7C Old or Pre-existing Building: (check one) Location of Property: ZOO N l�-� �� Q,�l�_ House No. rr Street�`� � Hamlet ' Owner or Owners of Property: �-V%GL� 1 C(-Ao v"^ Suffolk County Tax Map No 1000, SectionBlock S Lot , Subdivision Filed Map. Lot: Permit No. L10jYL Date of Permit. Applicant: Aw" Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 50 AppliQdnt Signature pF SO!/r�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 Yo roger.richerta)-town.southold.ny.us Southold,NY 11971-0959 plyCOUm,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Theotokas Address: 2200 Naugles Drive city.Mattituck st: New York zip: 11952 Building Permit#• 40932 Section: 99 Block. 5 Lot: 26 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor- DBA: Double Pole Electric License No. 3913-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 61 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt $ Wall Fixtures Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 40 CO Detectors Sub Panel A/C Blower 2 Range Recpt 40A Fluorescent Fixture Pumps Transformer Appliances 1-pW Dryer Recpt 30A Emergency FixtureTime Clocks Disconnect 200A Switches 70 Twist Lock Exit Fixtures TVSS Other Equipment: 31- Wall/ Ceiling Lilghting Fixtures, 5- Paddle Fans, 20- ARC Fault Circuit Breakers, 5- Exhaust Fan/ Light Combinations, 4 Combination Smoke/ CO Detectors, Notes: 7- Combination ARC Fault/ GFCI Circuit Breakers. Inspector Signature: Date: September 26, 2017 0-Cert Electrical Compliance Form.xls _moo. Town Hall Annex Telephone(631)765-1802 ,. ; 54375 Main Road1 Fax(631)765-9502 P.O.Box 1179 G �: Southold,NY 11971-0959 lei . WD BUILDING DEPARTMENT MAR 1 9 2018 TOWN OF SOUTHOLD TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. V&I 3 Z Owner: (Please print) _ .. . Plumber:. (Please prin I certify that the solder used in the water supply system contains Iess than 2/10 of I% lead. (Plumbers Signature) - Sworn to before me this day of 20 1 AN A�YSE tae of New - �lJ Votk Puplic,S 6241692 c N616tystration#0lSJl'Coy l Notary Public,_ Jul(k .,._County, �a alified In S X85 May 91, -- - - - .- ComR►issjon E-AP 1�� OF SObTyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: f lA� wA �OK P✓ 4t, C. -6 C�it� �low s� " 1nS or,./ ✓ 1nCf lb ✓�/ DATE I l Y I INSPECTOR OFSUpT TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLERG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Aw► I bTo*�" lI 1 DATE INSPECTOR SOUTyo � f �O • i0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI L (FINAL) REMARKS: I hmm,0 rin 11 1 AxO oy- jj DATE ti INSPECTOR (204,4pm, SO(/Tyo co 1, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ UGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [V]FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA INAL) REMARKS: �'► si/vl� - dvl 0� vr�m i VVA 0 V,\/ z ewt i DATE 96-6) INSPECTOR pf SOUTyo� courm TOWN OF SOUTHOLD BUILDING. DEPT. AA) 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE elAill INSPECTOR Of SOUIyo N � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST OUGH PLEIG. [ ]_FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRIC (ROUGH) [ ] ELECTRICAL ( L) a REMARKS: �h V-�Y-o' ;f-YA JV& tvo a✓ e S�O kbY QK DATE S� tq 4 - SO(/lyo6 . couTOWN OF SOUTHOLD BUILDING, DEPT. 765-1802 INSPECTION [ J FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ J ELECTRICAL (ROUGH) �?f ELECTRICAL (FINAL) REMARKS: DATE 7 INSPECTOR souTyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [VfFINAL /VI> [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: l bowf—:::vpv Nu&-,!Lhk Rzt, - , R D(✓ U . DATE l INSPECTOR Robert J. Higgins Architect 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 Email: Rarchibob @ Aol.com February 20, 2017 Project: 2200 Naugles Rd, Mattituck, NY Contractor: Almas Homes, Wading River, NY On Sunday February 29, 2017 I made a field visit to observe the installation of the hurricane strapping, and to the best of my knowledge, belief and professional judgment the strapping conforms to the signed and sealed plans submitted to the building department. 3 D FEB 2 7 2017 BUILDING DEPT. TOWN OF SOUTHOLD NICHOLAS A. VERO, ARCHITECT Architects and Professional Engineers =Af February 7, 2017 Town of Southold Building Department Town Hall Annex Building D [EUENZ P.O. Box 1179 D Southold, New York 11971 Reference: Private Residence MAR 3 0 2017 2200 Naugles Drive Mattituck, New York BUILDING DEPT. Building Permit No.40932 TOWN OF SOUTHOLD To Whom It May Concern, Please be advised that I have inspected the excavation and re-bar installation prior to concrete being cast-in-place at the above referenced address at the request of Eastern Concrete who is the contractor for this job. Based on my on-site observation I, Nicholas A.Vero,Architect, licensed to practice architecture in the State of New York hereby certify that the steel reinforcement for the cast-in-place concrete footings and foundation have been installed as per the approved plans and specifications. Please contact our office if additional information is required. Very Truly Yours NICHOLAS A.VERO, ARCHITECT Nicholas A.Vero ED A ro\,�5 Antho, row}} O �, f N� 01$4btiyCs.'� 120 MILL ROAD WESTHAMPTON BEACH, NEW YORK 11978 631-288-1404 FAX 631-288-0549 nveroarch®aol.com FIELD INSPECTION REPORT COMMENTS WERE FOUNDATION (1ST) fit, a me IT, r �I FOUNDATION(21 ROUGH FRAMING& i PLUMBING r�r . .. rAlL-.. ,., �� - Com11'%) STATE INSULATION • • 1 1 • 11 IT • • WEL' ,0/ I' NOTE=1 , '�� � _ •- gal iI►. _ % i TOWN OF SOUTHOLD 1 BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL • • Board of Health SOUTHOLD, NY 11971 ;4 sets of Building Plans TEL: (631).765-1802 Planning Board approval FAX: (631) 765-9502 ' 1 : : ' Survey Southo1dTown.Nor6Fork.net PERMIT NO. �ly 13'x— Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined -120 V ©ingle& Separate V e,. Storm-Water Assessment Form 2 y AU 6 2016 Contact: Approved 120_1 Mail to: E.`c5cI 1 jani r q., DMDINa DEP?. Disapproved a/c WWN0F5O1=01(� Phone: 10 5 •?J' Expiration Z -L_7 ' '20 Building Inspector 1 2 2x16 APPLICATION FOR BUILDING PERMIT ; B D GD LD Date � 20• .kyr OF S0� INSTRUCTIONS ._ a. This application MUST be completely•filled in by typewriter or'in ink,and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to,scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to_adjoining premises or public'streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of thisapplication,.the Building Inspector,will issue a Building Permit to the applicant. Such a permit shall bekept on the premises available for inspection throughout the work. e.No building shall,be occupied or.used in whole or in part for any'purpose what so ever`until the'Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the'work authorized has not 6omrnenced•�vithin'1.2 months after the date of issuance'or lids 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 Inspectormay authorize, in writing,the extens_ion of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION I.S-HEREBY MADE•to the•Building Department for the.issuance of a Building Permit pursuant to the Building Zone Ordinance of:thei -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. (Signature of applicant or name, if a corporation) • � . , . �� ��1���2� �T", PGA�vi Et�1I IJP t (Mailing address of applicant) /t Q State whether applicant is owner, lessee, agent,'architect, engineer, general contractor, electrician, plumber or builder ave X/iz, Name of owner of premises A AE)J) T4'b 5,0 7_0 4,A S '(As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians-License No. Other'Trade's License No. - 1. Location of land on which proposed work will be donegpp;�p 2Z Oa Ill flyU l,g� House Number Street . Hamlet' County Tax Map No. 1000 Section �! V Block Lot 2(o Subdivision Filed Map No. Lot 2. State existing—use and occupancy of premises and intended use and occupancy of roposed construction: a. Existing use and occupancy EM PT-Y LQ /' b. Intended use and occupancy 1?i 1 DF/y C/O b Nature of work (check which applicable): New Building Addition Alteration Repair Removal ' Demolition Other Work (Description) 4. Estimated Cost D o o aid on filing this application) 5. If dwelling, number of dwelling units mber of dwellin uni r each floorL@ \ If garage, number of cars 6. If business, commercial-or mixed occupancy, specify ng#each type of use. WommilwKWOT 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions_: Front a Depth —Height Number of i s C 8. Dimensions of entire new construction: Front / Rear 9 "llept, t r 2,11' Height Number of Stories 2 A212'. :5. 2 Depth e 9. Size of lot: Front 02.—3 1, Rearl2 =�� 10. Date of Purchase Name of Former Owner w-�� ,? TO mwor 11. Zone or use district in which premises are situated 12. Does proposed construction violate'any zoning law, ordinance or 'regulation? YES NO 13. Will lot be re-graded? YES NO /Will excess fill be removed from premises? YES NO 14. Names of Owner of premises I�Qa b TWO �l���s � �� W&F, one NF �d 2 '7(e ?l Name of Architect e ,siW46M Addre&5Q VA U%,� ` 12�C) Phone,No1o )/ ?J5 !�2 Z Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYBE REQUIRED. b. Is this property within 300 feet of a tidal'wetland? * YES NO�� ' * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. c 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF ) M412/0 7WFO D k-A being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above'named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and-to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will-be performed in the manner set forth in the application filed therewith. EUs*.n Haynie Notary PWft State of"few York Sworn to before me this J ,,.G1HA�'16015 .. . • /d day of ' /'l 20_! 'N n kalo ftolre d %40f Notary Public pplicant bIOZ kVW SOI- dJWS - WUOJ (-mainaU JoJ luawlnd34 SulJa3ul5u3 01 pJemJodJ �pannbag si ueld loJluo3 luawa&eueW JalemwJo)S —/—�_` l -pajinbag ION ueld laluo:) luaw3&ueV4 n)emmolS -I!wjad Suipling Sulssaoojd JoJ panoiddV F-1 " - ; V1)Wy 0 — — — — — — — — — — — 'IaoM uolaonatSuoD Jo u0lteo0-j SSQJP— 1.1a oId AS Pamalnall _ v, 3joi cwio}ul lacluoJ lo- )Mlg uo)1DaS 3WVN Ol -9 b6 �. 1' (Ja410'JolacJluoJ'luaSy'leuolssa;adu&sad'jawA�0du2dOJd) '.LNdJI-Idd'd :algia _ 0001 n 'W'.L'D'S •uot;vatlddd;tuiiad,gatplmg mod q;u+;aaugivdaQ Ratplmg aq;o; mio3;s17 313ag0 pa;aldwoa v pav avid 101JU03;uawaovavN aalummo;S v,lo saidoa omjL ;tuzgns asvald `anoqu oq;jo oiolu io auo o; S3A paiomm nod JI ;aafoid mod o;dlddv.;ou scop gSZ 1a;dvq:) iiagtunN dvW xvZ d;unoa '8 a;vQ `uo�vuilojul;av;uo0 `aln;eugtS `au>vN anod q;lM n►olaq aonaas;uvatlddd aq; a;alduroQ i dO.LS `anogv suoi;sanb oq;,lo flu o;ON paiamm, nod Jl -saz)p jjns snoiAJadwi jo luaw@DpldaJ pull-ul sapniOui IusodoJd agj pup uMol agj Aq paniaOaJ SPAN uPld IOJIUOD luawa2pulew J@IPMw-lols P Jo IPAoJddp Joi.Id ssaiun `aJow Jo pa j @i1enbs 000`i jo s@z)u jjns snoiAJadwi paO1?jJnsaJ Jo Mau jo uotjullulsuj - - - - -asJnoOlalum /(up- jo-dpi--�t2 I;�-uo-- -c -- papidop sl? uil?idpooi.l -ipa/,.-paJpung-auo agj uigl!m uoil>?JL)daJd aliS *3,Fl❑ -U@jp pJL)zl?g uolso.Ia i>?isuoo Jo jjnlq `goe@q `spu>?I1aM jo pa j 001 uigliM uoilpi-e'daJd a11S ] •a0uplsip Iuluozi-IOLI jo pad 001 01 astJ 1POiJJaA 1@@j 01 paaOxa galLlM sadois uo uoil1?Jeda.Id @IiS -uaje snonZiluoO Aup Jo IaOJ>?d Aue uiglIm IBIJal>?w jo spipA OignO OOZ upgj aJow BuiAlonui ZuiiliJ JO U0IjPA>?Ox3 '7'.. .E •aOl?jJns punoA jo pa j annbs 000`5 uegl a.Iow slz)@ j ju LIOigM pupl jo EuiddlJis Jo �uipPjB `EuiggnJ� `x�uiJleal: VZ❑ ` (A'1ddV .LVHl l-1V AJ3HJ) ON 1 Sat, ` :9NIM01109 9HI 10... A.KV 21A'IOANI IDWOUd SII41 SdOQ9107 z I nnN ( INVDI3ddd 3HI A8 43_L3�HWOJ 39 01 ) G `1 t'Y 1212[HS MHOAA ,LN:IW219VNVW H211VAUNHOIS - 9£Z H21ldVH3 p101��YlOs'�O ZfMO� ¢� toffy LL611 )MOx M3N'Q IOH.Lf1OS-Peog i. S60£S w 6Lii XOg'O d 73VHPIMO.LQ'IOH-I.CIOS JLNKRINA[DYNDVINxosmiiaans Cz TlassnM 'V 1+o: APPLICANT S.C.T.M. #: 1000 , CHAPTER 236 (Property Owner,Design Protessiona,Agent, tractor,Other) 5k Stormwater Management Control Plan CHECK LIST NAME. ' Section Block Lot �a S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Ykx•Ynnl Date: * The applicant must provide a Complete Explanation and/or Reason for not providing v Iol all Information that has been Required by the following Checklist! ysi,aT11C TckVlnrc NuniLer. i I A Site Plan drawn to scale Not Less that 60' to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: a�, If you need additional room for explanations, Please Provide additional Paper a. Location & Description of Property Boundaries { L b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. © I O of the Site Boundary as required by §236-17(CX2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 00 r e. Limits of Clearing & Area of Proposed Land Disturbance. � 0 G INSPECTIONS ARE RE f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) Contact TOS Engineeringat 765- g Location of all existing & proposed structures, roads, OO Backfill, OR Provide En ' driveways, sidewalks, drainage improvements& utilities. ; that the drainageled te Cede h. Spot Grades & Finish Floor Elevations for all existing & OMIT proposed structures. I. Location of proposed Swimming Pool and discharge ring.. EROSION&SEDIMENT j: Location of proposed Soil Stockpile Area(s). Shall include but not be limit-A k. Location of proposed Construction Entrance/Staging Area(s). A W I. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. Seeding of exposed and/w, 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate I O on-site the run-off from all impervious surfaces generated by a two(2")inch rainfall/storm event. 3 Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. b. Construction Entrance & Site Access. i 0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) �0 d. Leaching Structures (e. . Infiltration basins,swales,etc.) i FOR L-:NGINI.,-El- ING DEPAI' " ,1E " USE ONLY�Y* l Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. Approved By- - 6� t - Stormwater Management Control Plan is Complete. g D �3 l SMCP has been approved by the Engineering Department. ate: /�S/ i I FORM SWCP Check List -TOS MAY 2014 X Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 www.condonengineering.com August 17, 2016 APPROVAL OF STORMWATER MANAGEMENT Mr. Jamie Richter, R.A. CON1'RO P N -T e r 36 Engineering Department Date, Town of Southold Town Hall Approv day: 16 P.O. Box 1179 Southold, NY 11971-0959 Re: Theotokis residence—Naugles Drive, Mattituck, NY Dear Mr. Richter: As requested, below is the calculation of the drainage for the proposed driveway for the above referenced property. Required storage: Driveway area: 1,052 SF X 1.00 X 2712= 175.33 CF 175.33 CF/42.24 CFNF=4.2 Vertical Feet Required Provide one additional 8' 0 Drywell x 5 VF=5 VF<4.2 VF A linear trench drain will be placed in the driveway at the property line and be piped to the drywell with an 8"diameter pipe. The proposed drywell to be located a minimum of 20'from the proposed septic system. The drywell and pipe to meet the specifications as provided on the proposed drainage plan prepared by our office. Please call me if you have any questions. Very Truly Yours, Jo Condon, P.E. Y -A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FORM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY STABILIZED. ANY SEDIMENT TRACKED ONTO PUBLIC ROADS TO BE REMOVED OR CLEANED ON A DAILY BASIS. EROSION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR PERIODICALLY AND IMMEDIATELY AFTER HEAVY OR PROLONGED RAIN EVENTS. MAINTENANCE MEASURES TO BE PERFORMED AS NECESSARY INCLUDING,BUT ARE NOT LIMITED TO,CLEANING OF SEDIMENT BASINS AND TRAPS,CLEANING OR REPAIR OF SEDIMENT BARRIERS,CLEANING AND REPAIR OF BERMS AND DIVERSIONS,AND CLEANING AND REPAIR OF INLET PROTECTION. ' I -EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED PRIOR TO BEGINNING ANY OTHER LAND DISTURBANCES. p -SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED,AFTER PERMANENT STABILIZATION,PAVED AREAS SHALL BE CLEANED AND DRAINAGE SYSTEMS CLEANED AND ; FLUSHED AS NECESSARY. APPROVAL OF STORMWATER MANAGEMENT CONTR y P N - Cod a 36 Date: A Approv V: r k ' DRAINAGE IN PE IONS ARE REQUIRED Contact TOS E sneering at 765-1560 before Backfill, OR Provide Engineer's Certification that'the drainage has been installed to Code. ; EROSION&SEDIMENT CONTROLS i i Shall include but not be limited to: A well maintained Construction Entrance, V Wire Backed Silt Fencing, stabilization& Seeding of exposed and/or inactive soils. REVISIONS i It is a violation of the New 7209,for any person unless Dnal Engineer,Architect,or Land bearing the seal of an Engineer, ! �� )g Engineer,Architect,or Land he notation'Altered by'followed y ions,and a specific description pRpF f ` SSI i THEOTOKAS RESIDENCE Engineering, P.C. NAUGLES DRIVE r 755 sigsbee Road MATTITUCK, NY i Jtuck,.New York 11952 C= 1 3-1986(631)298-2651 fax rondonengineeriDRAINAGE PLANng.com - +- x � i Town of Southold Town Hall Annex Tel V00254375 Main Road F 2 P.O. Box 1179 roger. ic2town.sou of .n .u5'! Southold NY 11971-0959 L) MAY,-.2 3 2017 BUILDING DEPARTMENT TOWN OF SOUTHOLD BUII.DINGDEP4'. APPLICATION FOR ELECTRICAL INSPECTIBTNoFSOUTHOLD REQUESTED BY: DATE: MAY 18, 2017 COMPANY NAME: DOUBLE-POLE ELECTRIC INC NAME: STEVE NEGRI LICENSE NUMBER 3913-ME ADDRESS P.O. BOX 130 NESCONSET NY 11767 PHONE # 631 361-6440 CELL # 631 672-0241 FAX # 631 361-6442 E-MAIL: dblepole@aol.com )OBSITE INFORMATION t 6 NAME: yTHEOTOKAS, MICHAEL ADDRESS: 2200 NAUGLES ROAD CROSS STREET: MATTITUCK NY 11952 PHONE NUMBER: PERMIT NUMBER: 40932 TAX MAP # District: Section: Block: Lot: BRIEF DESCRIPTION OF WORK: NEW CONSTRUCTION Is job ready for inspection: YES Do you need a Temp Certificate: YES TEMP INFORMATION (if needed) Service Size"` � 200 AMP- New MPNew Service YES Additional Information App. 3,500 sqft. - ��SUFFDCKC�� Town Hall Annex Telephone(631-1802 54375 Main Road P. O. Box 1179, Fax(631) 734-9502 N = Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Location of Property: Please take notice that the (check applicable line): New residential structure t; Addition to existing'residential structure Rehabilitation to an existing residential structure -- to be constructed or.performed at the subject property reference above will utilize, (check applicable line): Truss type construction (TT-) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: (� Name (person submitting=this form): Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC --- -- _ _.-- ._-PANTONE -- --"'--"--- -- ------ - -- DES'IGNiATION-OF-CONSTRUCTION-- - — - (PMS) #187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK"STATE 2" MIN. REFLECTIVE WHITE - 1n 4 ' 1/2" STROKE _ ._.._.---_--------__—_-- --DESIGNrATM-FORSTRUC ltRAi - - _.__... ...._._. ...-_•--_-.. ...__:_._,___._.._. COMPONENTS THAT ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING TRUSS IDEIVTIFICAl10N•SIGN C YvF DANCE WITH 19 IYCRR PART 1265' . . t=MSrsLE CODES DIVISION D(A 4DL.E TRJSS IDENTIFIGkn0N SIGN DATE:UO&(2005 • N EW YORK• STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT •. r1•�" AN D' ADMINISTRATION - EP�lTMEN?�.D�TilT6.: - r. a (Nil Z, C onsir aro Nrxu� Los clrt ve 3/19/2018 IMG-3006.JPG �JU Y�Q D D LIAR 1 9 rora�r��o�r�ac�ra https://mail.google.com/mad/u/0/#inbox?projector-1&messagePartid=0.1 1/1 3/19/2018 IMG-3007.JPG Now I Opr Aw C D TOWN OF SOUTROLD https://mail.google.com/mail/u/0/#inbox?projector=l&messagePartid=0.2 1/1 ALMAS CONSTRUCTIONP RES►UEnTfA1. :\NU COVt+v1 RCTAI_. GQNT'RACT13 C l � February, 21St 2017 . Ci Town of Southold Building Department + Town Hall Annex Building j 54375 Route 25. — P.O. Box 1179 Southold, NY 11971 Subject: Strap pin_g Certificate for 2200 Naugles Dr, Mattituck/Permit#40932 Dear Sirs, Enclosed, please find the original copy of the Strapping Certificate from the architect. Thank you, Sincerely, Katherine Valosis Almas Construction LLC D D F E B 2 7 2017 BUmDVG DEPT. TOWN OF SOUTHOLD 263 Rt 25A,Wading River NY 11792—Phone:631:-929-6831—Fax:631-929-6850 www.almasconstruction.com 13613, TITLE NO: F16-7404-102292-SUFF District: 1000 Section: 099.00 B1ock:05.00 Lot: 026.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Constantinos Theotakas,Mario Theotakas and Vasiliki Gianoukakis and his/her predecessors in title since prior to 4/1/1957 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: August 3, 2016 FIDELIT TIONAL TITLE S CE SERVICES, LLC SSS ALEXANDRA A. BOSSUNG Sworn to before me this 3 d day f August, 2016 Notary Public SANDRA J.GOLESKI Notary Pubk#01GO5032467 Suffolk County,New York Conmdssfon Exphw:Aug.29,20 1 TITLE NO. F 16-7404 STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) ALEXANDRA A. BOSSUNG,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-099.00-05.00-026.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 4/1/57. SUBJECT PREMISES: 1000-099.00-05.00-026.000 Stanley I. Naugles Liber 3768 cp 289 To Dated 8/29/54 Joseph J. Cavaliere and Dominick Pardo Recorded 10/5/54 No proof of death and heirship of Dominick Pardo in Suffolk County Frederick Cavaliere as Ancillary Administrator of Liber 12181 cp 262 The Estate of Joseph J. Cavaliere (Suffolk Surrogate Dated 4/1/02 Court File 1283A 1990) Recorded 4/19/02 To Lloyd R. Weathers and Barbara H. Weathers Lloyd R. Weathers and Barbara H. Weathers Liber 12379 cp 962 To Dated 3/25/05 Lloyd Ray Weathers and Barbara Hiller Weathers as Recorded 4/1/05 Co-Trustees of the Weathers Revocable Trust Dated 3/2/05 FIDELITY IONAL TITLE INS E SERVICES, LLC SS AL XANDRA A. BOSSUNG Sworn to before me this 3rd day of August, 2016 Notary Public SANDRA J.GOLESK! 2 wry Publk,#01G05=467 SUN*County,Now York Commisskn Eahu:Aug.29,20 Lloyd Ray Weathers and Barbara Hiller Weathers as Liber 12807 cp 29 Co-Trustees of the Weathers Revocable Trust Dated 1/30/15 Dated 3/2/05 Recorded 2/13/15 To Constantinos Theotakas, Mario Theotakas and Vasiliki Gianoukakis Last Deed of Record PREMISES NOR'T'H: 1000-099.00-05.00-025.000 Stanley I.Naugles Liber 3115 cp 146 To Dated 8/18/50 Arlene Hennfreund Recorded 8/18/50 Arlene S. Hennfreund Liber 4350 cp 566 To Dated 8/23/57 Stanley J. Waloski and Josephine A. Waloski Recorded 8/26/57 Stanley J. Waloski and Josephine A. Waloski Liber 5894 cp 436 To Dated 1/13/66 Stanley J. Waloski, Josephine A. Waloski and Recorded 1/14/66 Arlene S. Hennefreund Stanley J. Waloski, Josephone A. Waloski and Liber 8285 cp 108 Arlene S. Hennefreund Dated 7/23/77 To Recorded 8/9/77 Arlene S. Sullivan FIDELITY ONAL TITLE INS SERVICES, LLC 55 AL RA A. BOSSUNG Sworn to before me this 3rd day of August, 2016 Notary Public SANDRA J.GOLESKt Notary Pubk#0100503248' Suffolk Courriy,New York COMISsion Expires:Aug.29,20 3 Arlene S. Sullivan Liber 12139 cp 542 To Dated 7/18/01 George Samaras and Efstratia Samaras Recorded 9/4/01 George Samaras and Efstratia Samaras Liber 12586 cp 671 To Dated 10/4/08 Samaras Family Trust Recorded 4/28/09 Last Deed of Record PREMISES SOUTH: 1000-106.00-09.00-003.000 Frank E. Magor as Executor of the Estate of Liber 4161 cp 346 Alonzo F. Robinson Dated 8/10/56 To Recorded 8/14/56 Joseph Leogrande Joseph Leogrande Sr. Liber 10096 cp 289 To Dated 6/26/86 Donald Leogrande and Joseph Leogrande, Jr. Trustees Recorded 8/8/86 Of the Leogrande Family Irrevocable Trust Last Deed of Record PREMISES EAST: NAUGLES DRIVE PREMISES WEST: 1000-099.00-05.00-020.000 Stanley I. Naugles Liber 4127 cp 108 To Dated 6/4/56 Louis Barbiere and Theresa Barbiere Recorded 6/13/56 FI :AEXANDRA IONAL TITLE INCE SERVICES, LLC A. BOSS G Sworn to before me this 3rd day of August, 2016 Notary Public SANDRA J.Gomm Notary PUNC,#01GO 032487 4 Suffolk County,Now Yo* CoMMWM E*m:Aug.28.20 114 Louis Barbiere and Theresa Barbiere Liber 5863 cp 35 To Dated 11/12/65 Charles F. Schroeder and Helen K. Schroeder Recorded 11/22/65 Helen Schroeder surviving tenant by the entirety Liber 7166 cp 380 Of Charles F. Schroeder Dated 5/19/72 To Recorded 5/25/72 Anita Agueci Anita Agueci Liber 8204 cp 88 To Dated 12/29/76 Vito Agueci and Anita Agueci Recorded 3/14/77 Vito Agueci and Anita Agueci Liber 12375 cp 428 To Dated 4/29/04 Anita Agueci Recorded 3/8/05 Anita Agueci Liber 12390 cp 159 To Dated 4/29/05 Anita Agueci Revocable Living Trust Recorded 6/l/05 Dated 3/28/05 Anita Agueci as Trustee of the Anita Agueci Liber 12801 cp 803 Revocable Living Trust Dated 8/11/14 To Recorded 12/29/14 Patrick W. Sweeney, Trustee of the Anita Agueci Irrevocable Family Trust Dated 8/11/14 Last Deed of Record FIDELITY NAL TITLE INS7C ERVICES, LLC S ALEXANDRA A. BOSSUNG Sworn to before me this 3rd day of August, 2016 .JL&kc otary Public SANDRA J.GOLEW "O*y Pub!''c,OOIGO5032467 cpm, „ Aug 2°20 /0 5 CORNERSTONE_ LAND ABSTRACT- 99 Tulip Avenue Suite 303 Floral Park,NY,11001 (516)327-5400 Fax:(516)327-5401 100 Lafayette Street Suite 800 New York,NY 10013 212-966-5202 info(aXLTitle.com www.CLTitle.com July 8,2016 Re: Title No.: CL-14012-S Premise: 2200 Naugles Drive,Mattituck NY 11952 Deed Chain: Source of Title: Deed made by Lloyd R.Weathers and Barbara H.Weathers, his wife dated March 25,2005 recorded April 1,2005 in liber 12379 page 962 at SUFFOLK County Recording Office. Source of Title: Deed made by Frederick Cavaliere,as ancillary administrator of the Estate of Joseph J. Cavaliere, deceased 115/87,ancillary letters of Administration issued by Suffolk County Surrogate's Court on 1217/90, No/1283,A 1990 dated April 1, 2002 recorded April 19, 2002 in liber 12181 page 262 at SUFFOLK County Recording Office. Source of Title: Deed made by Stanley I. Naugles dated September 29, 1954 recorded October 5, 1964 in liber 3768 page 289 at SUFFOLK County Recording Office. Should you have any questions regarding the above,please feel free to contact me. Peter Carrozzo Cornerstone Land Abstract 4 Terms and Conditions • This is not a report of Title Insurance • CORNERSTONE LAND ABSTRACT, LLC (this Company), In consideration of the payment of its charges, certifies Its findings herein to the applicant, upon the express understanding that liability for any damages hereunder Is limited to $25,000.00, which damages the parties to whom this report Is certified shall sustain by reason of its failure to report any recorded/filed lien or encumbrance for which a search has been made, as set forth in this report, but no claim for damages shall arise unless payment of all charges for this report has been made before such claims arise and further that the prospective purchaser, lender, lessor/lessee, his attorney or his agent has no knowledge of any lien, encumbrance, or defect not shown for which said search has been made. • This Company shall not be responsible for any liability, damages or payment on account thereof voluntarily assumed or paid in settling any claim or suit involving matters covered hereby without it written consent. • The Fees payable for this report are due and payable whether or not a sale or refinance of the designated apartment occurs. CORNERSTONE LAND ABSTRACT, LLC Order ID: 11217515 By: x (Authorized Signature) :';.3768i I'.•.. 'Yrr...n wnJ liwlr b..1, �� hNw euir..ro.a.a.4w bora preMwaro �. •.rl..l W.ww-I•Y.J..4 7.aro.ow.r.ra.Nt 1w e.»IYw Ysr U.S.I.n.S. k , 1 TYW tutur the 29th day of September dceteenhuai)iid""• filly-four, ftWeell sTAMEY I. MAIMS. of Lattltuck, Suffolk County, Ube York, Party o1 the first put, ,,,J Jts3H J. CAYALID9. of 2145 Hudbon Street, Port Lee, Kee Jersey, and u'_IMCs PARDO, Of 2022 Centrul Road, Ibrt Lee, New Jersey, Parties of tha second part, MM190b, that the party of the Orst part,In comideratlon of -----------------------------TRH (00.)-•---------••----•--•------------ •Dollar; filial money of the united States, and other o2od and valuaLlo consideration, I paid b the y part of the second pale Ido w hereby grant and release auto the part lea of the second part, their halra and assigns forever, ti�3b#0 PARC ONRt- ALL that tract, pbrcel or pleco of luna lying, being and situate at Or n„ar Hattituck inlet, thrth of the village of datcituck, In the Than of Southold, County of Suflblk and State of flee York, and being more particularly hounded and described as; folloes:- 1.ORMIHQ at a concrete monument set on the northerly line of a SO foot right of bay, . herainarter described, at the southeasterly corner of lend waveyod by the party of the f-l"ut pert to Thomas H. DeAulf by dead dated July 5, 1951, and recorded In the Suffolk County Cler0a Office, and the eouti,naaterly corner of the pranises herein de:Fribed; and running along said land of Detulf end pasalne thty a concrete monument, H. Me 331 0014 W.- 280 feet. acre or less, to luttituak Inlet; thence northeasterly along said !:atticuek Inlet, 106 feet, more or less; snooze along other lend of the party of the rlrsc part end passing thtu a concrete monument, S.ISe 51t 60" R.- 280 feat. more or lest, to a concrete monument not on sold northerly line of said right of eery; thence aloud said northerly line of Bald right of uay, a. 64e 491 0014 ti.- 80.0 feet to the point Of beginalne. 1WRTHRR with alt right, title tad lntorast of the party of the first punt, if ar►, In Bald Yattltuc4 Inlet cOuttinZ the praises. WVETHRR pith a right of day ;0 fact in olat:; ulong tha southerly line of the promises and continuing teatetly amuse other land of the party of the first part, land of 51111em Troyan, then again acroau other land of the party of the first part and then over lend of Daae Estates. Inc., to Luthers Road. •, PARCM TW:- ALL that tract at or 11681 lattituck Inlet, Korth of the Village ofl1ttituck, Inece Of landyingthe. snToraof Southo d,andeCounty of Suffolk and State of Hee York, and being more particularly bounded and deserlbed•es follows:- BERIHHIHQ at a point on the southwesterly line of Uwzlea Drive at the wutheaster.3$ corner of land Conveyed by the party of the first part to Arlene S. Hmnofreund, and the' i �. •Qti FAa,2 JU northoe+torly comer of the premises herein described; and running along said sou Ur. �! arly line of 17/416188 Drive 2 0auraes, us follows: (1) S. 160 14, 10" a.- 99.09 feet: +' thence (E) on u curvy to the rieht iavil-qS a radlus of 129.37 feet, a dlatoneo 81044: :•' curve of 88.77' feet to a concrete =111111611t; thence 1110116 land of Alonzo !<•-Rob. .(. - courses, as folloss: (1)H. lYIQ 10' H.- 31.14 feet to a concrete momugeaE;:t0eWq'�) I�� a. 790 00' D•- 74.0 feet; thaUeG 1110116 other land of the party of file 4fraE'part--,"A• 188 40' 10" tin.- 127.69 feet to said land of Hennefreand; thence aloes said land df Homefreusd, H. 74o 63'.10" H• - 102.3E feet t0 the,point of beginning. / SUM to a right of BOY 10 last in aidth actvas-tho northerly end.of the ramlaes• y t being the northerly boundary of the premises ek": the norther) line of sold right of aa)+ the southerly line being parallel with and 30 feet southerly therefrom, meeanred at Oct, angles thereto. j TCGRHHR with all the right, titlo and interest of the party of the first part, ii• in and to tAugles Drive lying in 1-ront of and ud)acent to said premises to the ceattr line thereof. I! IWMRR with a right of way over the southerly 10 feet of the said PO loot right of* say fbr the purpoae of ingrem and egress. 1� It being the intention of the parties)karate that the parties of the second pert J!, �I have a fee title in the said northerly 10 feet of the premises herein conveyed, but sub- ject, however, to an easement of right of lay over the same. III 8H8aRYIH9, however, to the party of the first part, his heirs and assigns, the norw I erly`30 feet of thepromisesheleln described for the purpose of a right of way !br in. grass and egre88• 3 • MM W7" IItuF�i�f�� ►a�t.Z�.1 i lZ0$ttbtr with the app- tenanees and all the estate and rights at the party of the first part in and i to said premises 1M0 W WA t0 1j01D the premises herein granted unto the parties of the aero parr. 4 am as:igus forever. � their heirs , I f I a first part the said Party of th he a not done or sa9ered anything whereby the said premises have been covenant a that k he incumbered in nay way whatever. The grantor,in compliance with Stetioa 13 of the Llan Law. Covenants that the grantor w0 1 receive the consideration Jar this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and that the grantor rt of the total win apply the same first to the payment of the cost of the improvement before using any pa Iof the same for Any other Purpose. CYCDf, pari y of the first Part be hereunto set his Fin�ihte� ' � _ the .. , hand and seal the day and year fire above written S. /y� '`• (Stanley ug an+•� I lea) • S. S. STATE OP IMW YOAS, CVjNr4 OF SUPPOIA. rrr�ttR1( 1 IldtlGU 29th day, �l Se - 1954, hefolro•ce tend Cho executed, the On the be'.tlta Individual doscribed , to ne knotm and kaaaa w ton .to to a that he 7xee fid.the tie.. I fore8oing lnsttvmeot, and acknoalelUd ! l(,/r t I Ante -Public. IrlcYlly� - - •Nn4trr 1%julle.State eta• cl�,,,ty- � • Tt.ta Ya1•u`s yy�b za.I ,y►} �p�� 1 2 Numbs of pagesIMS ;or c5 TORRRNS Serial a p ?t•9 Certificate a Paw LQf.Y Deed/Mortgage Wtrntaatt peed/Mortgage Tax Stump R..&*/Fill"Stamps 0 FENS PM/Filing Fee MortWAmL --- Room ` 1.Basle Tax TP-584 2.Additional Tac Notation Stb Tocol _ r FA-5217(County) _�_ _ Sub Taal SptcJAsid. or FA-5217(State) Spee./Add. RP.T.SA TOT.MTC.TAX _ taotmn of Ed s 4SL Duel Town_�County— Held Affidavit . • 'mm�fvTax 3vZ copy titkd Mmuian Tax Ca Tim psopetgr by this mortgage is or Re&Cepy sill be impm ad by a one or two family Sub Total eft-]YOtber YES a N0 If NO.see appropr tax clause on page 9 GRAND TOTAL of this $ Real Property Tax Service Agency Verification 6 Community anion Fund Dia._ I Season IBlodt Lot Consideration Amount O OTD. s DC 020=14 1000 09900 0500 026000 Cf R-T--- ue °°•W Date GA Improved bntlalr nasal Land 7 Satisfactions/Discharg RECORD LtatZrropacy turners aeanm8 TD ) Rti;00RD Q: RN TO: TD TD C'i,/T�'l1�G(ryE 8 Title Company Information Co.Name i-06ijT Title 0 120 9 Suffolk County Recojdipg &Endorsement P-age This page form part of the attached 2UQM made by: WBCIFY TYPE OF RWRI&ENT) F44b&A, CA(Ii4L-ie --r A, 11m preadses herein is siftated in lyU C I(C(yJ2A� nt,►r Ir11e r. Qe- SUFFOLI:eouN1Y,NEW YORK TN S`i` o TO T c iav AuER fe T0v'UsMp Qf n k u7&[ab - �L-G5Y t� l�• �iJEtf�7fflL�.f _ In the VRIAGE AAr7.A/P'/f_19• {�_42t.R-T kAr- or HAMLET of BOXES 5 TIM 9 MUST BE TYPED OR PR11 M IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. !OVERT StUdemd N.Y.B.T.U.Form 8003—ExeaAore heed—Unftm AduumMetmont CONSULT YOUR LAWYER BEFORE MGNINO THIS 04STRlrMM THta 1NSTRUMM SHOULD BE USED BY LAWYERS ONLY BPQ• THIS INDENTURE,made the I fr day of OM. 2002 BETWEEN FREDERICK CAVAi.1ERE,as Ancillary Administrator of the Estate of Joseph J.Cavallere, Deceased 116167,Ancillary Letters of Administration Issued by Suffolk County Surrogate's Court on 12/7190,no.120%A 1990,residing at 2077 Center Avenue,Fort Lee,New Jersey 07024, party of the first part and w/wtegs G/F,�7krrYS LLOYD R.mm isR8 AND BARBARA H.WE*HERt3,his wife, residing at 8721 Wildrvood,Houston,Texas 77023,party of the second part, WITNESSETH,that the party of the fast part In consideration of EIGHTY THOUSAND and 1101100 —{880,000.00)--dollars,and other good and valuable consideration paid by the party of the second part does hereby grant and release unto the party of the second par,the hells or successors and assigns of the party of the second part forever, AD that tract,parcel or piece of lard lying,being and situate at or near Mattitrdc Wet,North of the Whip of Maultuck,in the Town of Soufh K County of Suffolk and State of New York,being bounded and described as follows: BEGINNING at a point an the southwest"On of Naugles Drive at the carter line of a 20 foot right of way and the northeasterly cornet of the premises herein described, RUNNING THENCE along said southwest"One of Naugtes Drive,two courses as follows: - 1. South 16 degrees 14 minutes 10 seconds East,99.09 feet 2. On a curve to the right having a radia of 129.73 feet;a distance along said curve of 66.72 feet to a concrete monument; THENCE along lard now or formerly of LeWrande two courses as follows 1. North 27 degrees 10 minutes West 31.14 feet to a concrete monument; 2. South 79 degrees 00 minutes West 74.00 feet to a concrete monument; THENCE along other lands now or formerly of Hennefreumd North 16 degrees 40 mtmdes 10 seconds West, 127.69 feet to the center One of a 20 foot right of way; THENCE along said cm4er line of a right of way,North 74 degrees S3 mtrwtes 10 seconds East 102.32 feet to the point or place of BEGINNING. TOGETHER with all right tills and Merest,If any.of the parry of the That part In and to any streets and roads abutting the above described premises to the center lines thereof.TOGETHER with the appurtenances and all the estate and rights of the party of the fust par in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party at the second part forever. AND the party of the first part covenants that the party of the frost pail has not done or suffered anything whereby the said premises have been encumbered In any way whatever,except as aforesaid. AND the party of the first part In compliance with Section 13 of the Lien Law:covenants that the party of the first part will recetve the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the Improvement and will apply the same fust to the payment of the cost of the Improvement before using any par of the total of the same for any other purpose.The word'party'stall be corms as if i read'parties"when ever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the fust par has duly executed this deed the day and year first above written. IN PRESENCES OF: ca gp-�i Cyy J. /,4 y��y Fredn:-rick Covolicn,as ancillary administrator JUN-IV L E�Uj4QMtX-WE&M A=4WAaV�nI 1tWMWVLYQ&t.MTE Siete of N Y of $�• °b ss: Stam of New Yah,Cmady of Suffam sw on the { ji I'fu In the year 2002. On the day of .In the year 2002. before me,the personaw appeared before me,the undersigned,personally appeared tl�NLlnafi � personffily known m or moved m me an the iasis of Personally known m ren or proved m me on the tresis of salisfaaory evidence m 7and (s)whose name(s)is sessTadory evidence m be the hdividualls)whose neme(s)is (are)subunbed m the adunasdedged to (are)sett cribed m the width Instrumad and adummtedged m no that h elahelt ey ame in hlsAtulCeir the that helslelthey e:eaded the same in hottedtheir ppaoly(tea). end Cm2 bystgiwbae(s) on Ue caaatitypes). and that by hisllnerAhal sigritrue(s) on the tenstrumerrt are indNdduat(s).or upon Behan of which 6natrtuternt the bedlvidum(s).or Ce person upon behalf of which the tndtvldual(s)acted.executed the t rument the b divi"(s)acted exeaded the Instrument (slgrmtune and office of h*Aduah Is"adeno dgrnenQ (stgrobve and olgce of individual te"admowledgmeni) Notary Public 10@ItSl��8N6Y c �IS�IBTE State(or 010d of Cotumbie.Territory.or Foreign Country)of NEW JERSEY.County of $cll Oa Pj as: On the /f 7- day of .®-0/411 to the year 2002. before me,the undersigned.personally appeareif FREDERICK CAVALIERE personally known to are or proved to me an the basis of satisfactory evidence to be the Individual(a)whose name(b) is(ere) subscribed to the within Instrument and acknowledged to me that he/stnefOne)r exeaded Cte same to hiartmithetr capadtKlas).and that by hldhadtheir slgnshoe(s)on the InstnanenL the Individual(s).or the person upon behalf of whkb the trtdlvldyei(s)ailed, executed the Instranerd.and that tach Individual theft such appearance before the undersigned In the Po t•cv q P A G S AjW.F P011(c- in Now Jersey6 ayq&,L 1a4..ih (wed the City or other pmw sutwbishn) (and insert the Stmt or county or ad novlkdArpenA+wam nksn) (s0%zft#6Ad attice offt0vidtialfting acknmtsdganeuth.• ; Natary'Public, an Att�gPob>ToolHalmrry bt3phatao4tOc8 . BARGAIN AND SALE GEED SECTION BLOCK , WITH COVENANT AGAINST ORANTOR'S ACTS LOT 7ttle�. COUNTY OR TOWN FREDERICK CAVALIERS. as Anciilary STI2EETAODRES3 Adadnistrator of the Estate of Joseph J.Covshwe TO Recorded at Request of LLOYD R.WETHERS AND COMMONWEALTH LAND TITLE MMRANCE COMPANY BARBARA H.VVETHERS RETURN BY MAIL STARQAHn FM CF new V0M 60NWQF 7=WIt7Nniai— Dbjbm by Commonwealth CNAM"''S Ur.nt Lnw»Trru.ir+Xl-awvr¢t1""T •1:T.)•i•..A•.7.1 a h „ .s 1 2 1 I Number of pages RECORDED TORRBNS - 20M Rpr 01 16:41:18 AN Serial9 Edward P. OF Rwaine SUFFOLK COUNTY Certificate 9 L 1100012379 Prior Ctf.d P 962 / DT@ 04-35225 Deed/Mortgage I=mn=t Deed/Mortgage Tax Stamp Recording/Filing Stamps 4 FEES Page/Filing Fee Monpg9 ant. Handting �j' 1.Basic Tax � I TP-594 2.Additional Tax i Notation tub Total EA-52 17(County) Sub Total SpccJAssit. Or EA-1217(State) Spee./Add RP.T.SA TOT.MTG.TAX Dual Town Dual County Comm.oCEd 5 Qom_ Held for Apportionment ^ �� • Affidavit a • Transfe Tait / 1� Mamica Tax I Certified Copy The property covered by this mortgage Is or I Reg Copy will be Reproved by a one or two family IS Sub Total I-+ dwelling only. Other �L YES or NO GRAND TOTAL�� ICNO,sce appropriate tax clause on page fl erthis iasbumeat. —3--2f,v� s Real Property Tax Service Agency Verification 6 conununity Preservation Fund + _ - • eI Lot Consideratign Amount S 05012765 loon 09900 0500 026000 Stamp 1 P T S t .CPF Tax Due $ r �C�FE tiitproved Date Initials Vacant Land 7 SatisfactiortsMischarges/Rcleases List Property Owners Mailing Address TD RECORD&RETURN TO: TD TD OLSEN 6 OLSEN LLP P. 0. BOX 706 CUTCHOGUE, BY 11935 9 Title Company Information Co.Name COMONWMTH Title a Go 00 -!j Suffolk County Recording & Endorsement Page* This page forms pan of the anwIted DEED made by: (SPECIFY TYPE OF INSTRUMENT) LLOYD R. WEATHERS AND BARBARA H. WEATHERS The pTtntnnsa hpdI11S S11U31td in SUFFOLKCOLDM NEW YORK SOUTHOLD TO In the Township of LLOYD RAY WEATHERS AND BARBARA HILLER In the VILLAGE. WEATHERS AS CO-TRUSTEES OF THE WEATHERS or HAMLET of BOXES S THRU 9 MUST BE TYPED OR PR04TM IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. (OVER) • • I BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS(INDMDUAL OR CORPORATION) STANDARD NYBTU FORM 8007 I CAUTION:THIS AGREVAENr SHOULD BE PREPARED BY AN ATIOANEY AND REVIEWED BY ATtORNEYS FOR SELLER AND PURCHASER BEFORE SIONEtO. I MIS INDENTURE,made the-j day of JV%Ay"A 2005 between LLOYD R.WEATHERS and BARBARA H.WEATHERS.his wife, raiding at 2047 Arlington,Houston,TX 77008 patty of the first part,and LLOYD RAY WEATHERS and BARBARA HILLER WEATHERS as Co-Trustees of The Weathers Revocable Trust dated March 2,2005 residing at 2047 Arlington,Houston,TX 77008 party of the second part, WITNESSOI NI,that the party of the first part,in consideration of Ten Dollars and other lawful consideration,lawful money of the United States,paid by the party of the second part,does hereby grant and release unto the party of the second pant the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate,lying and being at �Town of Southold,County of Suffolk and State ofNew York. SEE SCHEDULE'A'ATTACHED HERETO AND MADE A PART HEREOF The grantors herein are the same persons as the grantees in Deed dated 411/02 and recorded 4/19/02 in Liber 12181 page 262. TOGETHER with all right,title and interest,if any,of the party of the first part'in and to any streets and roads abutting the above described premises to the center lines thereof, 70GEMER with the appurtenances and all the estate and rights of the party of the first part in and to said premises, TO MAVEAND TO BOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the parry of the second part forever. AND the party of the first part,covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the fust part,in compliance with Section 13 of the Lien Law,covenants that the party of the fust part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvcmcnt before using any part of the total of the same for any other purpose. The word'party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WI7NEM WHEREOF,the party of the first pan has duly executed this deed the day and year first above written. i I I lZ WEATHERS BARBARA H.WEATHERS NYSnA Rdtdsatlal Rol Escsnr Forms on HotDoer'(9lQD) CoprriaN CWA'-Vd0M— - 4- w i STATE OF NEW YORK ) )sS.: COUNTY OF SUFFOLK ,�A,, ) On the' dny of/► Amt;% .2005.befao me,the undersigned,personally'apj cared ' LLOYD R.WEATHERS and•BARBARA H.WEATHERS,personally known to me or.proved tome on the basis ofsatisfaetory evidence to be the individuals whose names ere subscribed to the within instrument and i acknowledged to me that they executed the some in their capacity,and drat by their signatures on the instrument, the individuals,or the n upon behalf of whidh the individuals acted,executed the instrument. NOTARY PUBLIC - DAVIDWOtSEN Notary� 7 oQMW io SWIWk .o�y Commission�tdareh`S.20 e j DEED Title No. Section 099.00 Block 05.00 Lot 026.000 WEATHERS County or Town SUFFOLK To WEATHERS AS CO- TRUSTEES Return By Mail To: OLSEN&OLSEN LLP P.O.BOX 706 CUTCHOGUE,NY 11935 Reserve This Space For Use Of Recordine Office I NYSBA RddemW PAO Esm Fomu on Man)=*(M% Copra&Capmn*Dadopmrnt .r. i i Schedule A • i M that tract,parcel or piece of land lying,being and situate a Followsck,in the Town of Southold,County of Suffolk and State of New t or r York'beteg I untied arfidt de Village a Follows: BEGINNING at a point on the southwesterly line of Naugles and the northeasterly comer of the premises hDrive at the center line of a 20 foot right of erein described; way RUNNING THENCE along said southwesterly line of Naugles Drive,two courses as follows: 1. South 16 degrees 14 minutes 10 seconds East,99.04 feet; 2. On a curve to the right having a radius of 129.73 feet,a distance along said curve of 66.72 feet-to a concrete monument; THENCE along land now or formerly of Leogrande two courses as follows: 1. North 27 degrees 10 minutes West 31.14 feet to a concrete monument;" 2- South 79 degrees 00 minutes West 74.00 feet to a concrete monument; THENCE along other larids now-or formerly of Hennefreund North 16 degrees 40 minutes 10 seconds West, 127.69 feet to the center line of a 20 foot right.of way; I THENCE along said center line of a right of way, the point or place of 6EGINNING. North 74 degrees 53 minutes 10 seconds East 102.32 feet to • ' I I i SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 02/13/2015 Number of Pages: 4 At: 02:36:55 PM Receipt Number : 15-0018758 TRANSFER TAR NUMBER: 14-17854 LIBER: D00012807 PAGE: 029 District: Section: Block: Lot: 1000 099.00 05.00 026.000 .EXAMINED AND- CHARGED AS FOLLOWS Deed Amount: $225,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $250.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $60.00 NO Transfer tax $900.00 -NO Comm.Pres $3,000.00 NO Fees Paid $4,280.00 TRANSFER TAR NUMBER: ,14-17854 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County i. . 1 2 F'.,:`X, EC O F 17, Number of,pages A. F'A'----CAL2 ERV OF SUFFO!-K COUNT` L D'1`3012007 This document will be public F 029 record. Please remove all DT# 14-17654 Social Security Numbers prior to recording. Deed/Mortgage Instrument Deed Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page I Filing Fee Mortgage Amt. I Basic Tax Handling 20. 00 2 Additional Tax TP-584 Sub Total Notation SpecJAssit. or EA-52 17(County) S Sub Total SO Spec./Add. EA-5217(State) TOT MTG TAX Dual Town Dual County R.P.T.S.A. Held for Appointment Comm.of Ed. 5. 00 Transfer Tax Affidavit Mansion Tax Certified Copy The property covered by this mortgage is or will be improved by a one or two, NYS Surcharge 15. 00 �'4D family dwelling only Sub Total. YES or NO Other Grand Total - G' V F1fjNO,see appropriate tax clause on e of this instrument. 15003417 l000 o9900 0500 026000 -( ` PTS r5 unity Preservation Fund. 4 Dis . SMI Real Protpertynsi ons Amount I$ Tax Service — Agency CPF Tax Due $ -',DOD Verification Improved 6 Satisfactions/Dischargesikeir-ases List Property Owners Mailing Address RECORD&RETURN TO Vacant Land 4-1— O-S 4- TD 15 L4 TD TD Mail to:Judith A. Pascale, Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name. www.suffolkcountyny.gov/clerk Title# 8 Suffolk Comity Recording ,& Endorsement Page This page forms part of the attached' i made by (SPECIFY TYPE OF INSTRUMENT) ,� The premises herein is situated in SUFFOLK COUNTY,NEW YORK. All TO In the TOWN of I-S J��-0 Id 0 1. Q 113' In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BETYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FLING. 12-0104-10/0W& (over) BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS(INDIVIDUAL OR CORPORATION) STANDARD NYBTU FORM 8007 CAUTION:THIS AGREEMENT SHOULD BE PREPARED BY AN ATTORNEY AND REVIEWED BY ATTORNEYS FOR SELLER AND PURCHASER BEFORE SIGNING. 01SbeTHIS INDENTURE,made the 3 a day of^.J C-r 201-15- between tween LLOYD RAY WEATHERS and BARBARA HILLER WEATHERS,as Co-Trustees of The Weathers Revocable Trust dated March 2,2005,residing at 2047 Arlington,Houston,TX 77008 party of the first part,and COSTANTINOS THEOTOKAS,MARIO THEOTOKAS and VASILIIQ GIANOUY-kM residing at 26 Bluebird Drive,Roslyn Heights,NY 11577 3 party of the second part, WITNESSETH,that the party of the fust part,in consideration of Two Hundred Twenty Five Thousand Dollars and 00/100,lawful money of the United States,paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate,lying and being at Mattituck,Town of Southold,County of Suffolk and State of New York. SEE SCHEDULE`A'ATTACHED HERETO AND MADE A PART HEREOF Being and intended to be the same premises conveyed to the party of the first part by deed dated March 25,2005 recorded April 1,2005 in liber 12379 page 962. TOGETHER with all right,-title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises, TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part,covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right-to receive such consideration as a trust fund to be applied fust for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. 1 RV WITNESS WHEREOF,the partyof the first part has duly executed this deed the day and year first above written. LLO / Y WEWon", // R �l/��n BARBARA HILLER WEATHERS NYSBA Residemial Real Estate Foran on HotDocs°(9/00) m I Copyright CapsoR Devclopment Stewart Title Insurance Company Title Number:CL-10177-S Page 1 SCHtWLE A DESCRIPTION ALL that tract,parcel or piece of land lying,being and situate at or near Mattituck Inlet,North of .the Village of Mattituck,in the Town of Southold,County of Suffolk and State of New York, being bounded and described as follows: BEGINNING at a point on the southwesterly line of Naugles Drive at the center line of a 20 foot right of way and the northeasterly corner of the premises herein described; RUNNING THENCE along said southwesterly line of Naugles Drive,two courses as follows: 1. South 16 degrees 14 minutes 10 seconds east,99.09 feet; 2. On a curve to the right having a radius of 129 73 feet,a distance along said curve of 66.72 feet to a concrete monument; THENCE along land now of formerly of Leogrande two courses as follows: 1. North 27 degrees 10 minutes west 31 14 feet to a concrete monument; 2. South 79 degrees 00 minutes west 74.00 feet to a concrete monument; THENCE along other lands now or formerly of Hennefreund north 16 degrees 40 minutes 10 seconds west, 127.69 feet to the center line of a 20 foot right of way; THENCE blong said center line of a right of way,north 74 degrees 53 minutes 10 seconds east 102.32 feet to the point or place of BEGINNING. FOR INFORMATION ONLY,NOT INSURED:SAID PREMISE BEING KNOWN AS AND BY 2200 NAUGLES DRIVE,MATTITUCK,NY DISTRICT 1000 SECTION 099.00 BLOCK 05.00 LOT 026.000 COUNTY SUFFOLK I STATE OF SC ) Ss.: COUNTY OF (11 ) On the A% day of J64)t) ,in the year 201 before me,the undersigned personally appeared Lloyd Ray Weathers and Barbara Hiller Weathers,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that they executed the same in their capacity,that by their signature on the instrument,the individual,or the person upon behalf of which the individual acted,executed the instrument. NO. RY LIC '° OIANNE JOHNSON My Commission Expires February 7.2015 DEED < �L � 'o I ✓> Section 099.00 Block 05.00 WEATHERS TRUST Lot 026.000 County or Town SUFFOLK To TIEOTOKAS AND VASILHU Return By Mail To: Kordas&Marinis,LLP 5-04 VD Ave.Third Floor Long Island City,NY 11101 Reserve This S Face For Use Of Recording Office NYSBA Residential Reel Estate Forms on HotDocs*(9/00) Copyright Capsofte Development -2- \ EE '. �L._ TEST HOLE 0 79-16 BROWN SLOAM ANDY SF RESIDENCE 2• �► WELL CONNECTED TO PUBUC WATER �'r _ \\ _ THPROJECT BROWN CLAYEY Q 1-8'0 X 16'DEEPS MIN. g t s' \\ "• �.. SAND SC LOCATION 0 T 004•(1 LEACHING POOLS 1 \ \ 17 9 2 \ �. Q7MjNQ 2 n (14Y OSL 1-8'0 X 8'DEEP ANSION 7� .0 Oak `s+ao, LEACHING POOL \ BROWN SILTY 5 7 w a , a s'ar \ VATIOAt Ids CLAY CL oa s / \\ \ SANT��Sy�,UIRED 27 TESTHOLE �� y g gNON s av' \ G> O a CAL-TH DEPgE�, yRr MIN 04 ix r� \�z aBROWN FINE TO ILLR� k \\ COARSE SAND PROPOSED � � .,• 35d � n \ -5E' sw DRIVEWAY LOCATION MAP PROPOSED 1,500 TEST HOLE PERFORMED JANUARY 15,2002 BY 100•* �� GALLON SEPTIC TANK coo i i \� MCDONALD GEOSCIENCE SANITARY NOTES: to s �k b NO GROUNDWATER ENCOUNTERS) O nb ipi \ WATER SERVICE CONNECTION -A-t.o O_ : G.F. *A0 s.,,. 1. 5 BEDROOMS ARE PROPOSED FOR THE RESIDENCE. TO BE COORDINATED WITH THE Ob 9*-6 'PROPOSED 2 STORY g - 'sac SCWA 2 n D SINGLE FAMILY a Ab d0 2. TOTAL LOT AREA AREA=13,270 S.F.(0.305 ACRES) c� y�,co O s ��D i nlYlent Of existingsanitary sySteln Tl]USt 3. ELEVATIONS THE NAVD 88 DATUM. Sl a'` �► 4 3.120 GFA ° COM rmance with de be in T F.F.ELEV.64.0 .r compl t.,d form I Iment requirement Submit l f1 e W WM- �,o �•Q PROPOSED —��proof. , WATER SERVICE WELL O j �e a EXISTING CESSPOOL TO BE PUMPED EXISTING WELL TO BE J ABANDONED IN ANCE t» DRY AND ABANDONED OR REMOVED W _ ` IN ACCORDANCE WITH THE SCDHS WITH SCDHS STANDARDS V 4 f= rc� STANDARDS > a O STA a.4 I w O Q IX "Rn�s cy E s'sa U J 0 Q SITE PLAN z l \ W Z� I ix m a m o74. w cx S7 FROM UO y ITE PLAN PREPARED FROM SURVEY BY: a � u — Q _ GARY BENZ,LS DATED JANUARY 5,2015 O Z w o - O `aBr S VACANT LAND(FARM) i O � p_O AND SANITARY PLAN BY STANLEY J. O Z U N O � t w- ISAKSEN,JR DATE)JANUARY 14,2002. w 11j. m z aJ s 1 S.C.T.M.DIST.1000 SEC.99 BLK.5 LOT 26 M O WATERTIGHT FRAME&COVER W/ '`? ''r �`� F- J a to MORTAR FROST APPROVED LOCKING DEVICE CONCRETE VER SCALE.1'-,' Cr � w eL tn F.F EL 1.00* CONCRETE COVER PROOFING 24'0 PRECAST CONC.RISER BELOW GRADE uj W BELOW GRADE E E 0.00* RINGS(12'MAX.HEIGHT) GRADE EL 0.00* aa. Z r i- TRAFFIC BEARING 2 24 1'muI Z z PVC WASTE UNE 7 Max O p z _ FL PITCH Ya INCH PER FOOT TRAFFIC BEARING SLAB v I� V1- 4'SANITARY WASTE PIPE ..,•----..lyy �c Cl O ;q PITCH 1/4 INCH PER FOOT INV EL -3.17 �'� I'CCNO� :� m m w • INV EL-2.4 INV EL-2.67 z INSTALL DUMMY RINGS AS NECESSARY TO O aLL 10 MIN 0 8'MIN INV EL.�.4 BRING PROPOSED STRUCTURE TO GRADE J a X b� j a a _o ? N D w F ,. Q J 4. - ALL LEACHING POOLS MALL BE RACED IN ACCEPTABLE 1 LEACHING SOILS AS APPROVED BY THE SCOHS.IN THE *.' EVENT POOR LEACHING MATERIAL IS ENCOUNTERED, Plans are pepared by Cajon Ergkwerkg,P.C.a is a 4• EXCAVATION IS TO BE CONTINUED TO SUTIABLE {-,' VIOWar of aw New York State Ee adm Law,ArWa 145, I_ 8'DIAMETER I 8'DIAMETER / . /� Health Department Approval Stamp MATERIAL AND BACKFILLED AS DETAILED.CUTTING (� F/// Section 7209,for any person rises aMV wderdw dkecdon RINGS MAY BE REWRM. of akensedProsaaslonalErrpkwar,Arad 4aLaj PRECAST SEPTIC TANK DETAIL Swveyorsod of an'E after ammh mwor"�maneyhem�o LEACHING POOL DETAIL THEOTOKAS RESIDENCE EII19E '"`�rLandSM°Pief� °'B � ���, Condon Engineering, P.C. Arima�� bftNAUGLESDRIVE mar"nlsnw�seal and Ow rrofa0on•Amaed byfaaowed by GROUNDWATER ELEVATION-50.0 BELOW GRADE(EL-5.0 PER 1999 SCDHS GROUNDWATER CONTOUR MAP) 1755 Raw sWmUe and Ore data of such almallors,and a i wofft 11 SANITARY SEPTIC SYSTEM PROFILE �A b`� MatJi>raic,Herr Yak 11952 IMATTITUCK,� P=l NOT TO SCALE 1 DahX VH=5 (631) 1986(631)298-2651 Fax SANITARY PLAN l 16-287 LOT AREA = 13,270 SO-'"FT" NOW OR FORMERLY SAMARAS FAMILY TRUST 7 ROSE LANE No N 74'53'10"E 102.32' Lalong the centerline of a 20' wide right of way woil FD 0.1'E MON z Z o U1 �T O (A O � rn � O � < 43 1' g w D / c o FOUNDATION o J o Q o N CO w J 39 0' D m —16 5' 43 1' : r � � z wall Z N 0.1'E V � c rn N ti UJ 0) DO ko FD LO MON I/ J S 79'00'00"W 74.00' MON N NOW OR FORMERLYN b W y ry LEOCRANDE FAMILY IRREVOCABLE TRUST O FDO MON 12-21-2016 FOUNDATION .LOCATION STAKED BUILDING 10-25-2016 THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE ANO USE AND 1HEREFORE ARE NOT JOB No 16-284 FILE No. 990 F INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS. ADDMON TO BUILDINGS OR ANY OTHER CONSTRUCTION. SURVEYED FOR UNAUTHORIZED ALTERATION OR ADDMON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY is PREPARED, AND ON HIS BEHALF To THE TITLE COMPANY, GOVERNMENT& SITUATED AT MATTITUCK AGENCY AND LENDING INsmunoN LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTMMON. GUAWITEES ARE NOT TRANSFERABLE TO ADOMONAL INSTITUTIONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N Y OR SUBSEOUEIT OWNERS. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 30' DATE 10-24-2016 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY FILED MAP No GATE CERTIFIED ONLY TO TAX MAP No (REF ONLY) 1000-99-5-26 DISK 2016 HAROLD F. TRANCHON JR. P.0 LAND SURVEYOR P.0 BOX 616 1866 WADING RIVER-MANOR RD WADING RIVER, NEW YORK, 11792 N. IC No 048992 631-929-4695 HAROLD F TRANCHON JR PENN LIC No. 2115-E ' SUFFOLK iT nF PAM_ Lof AREA <f 270_ S- FT' APPRO'v OF QONSTRUCTED.WMMFOR 1.6-287 �.�. /1,NNG1:E-FtA ILYRESIQENCE 17-01 -oars Dec,:l6, P) 2 M S.Ref.No. � •o- �;-90 /2— .:.� i i. 58v 2Lj? OT,Ett l`Et 8t , rid l+s°'�et�+d art�,or s QO+Y` C! h3va D88r1 ' cefi.�Ed ey ihls Deft ora • 'b8 sstisEatxary-FOR A M" ' '"" i�8 i�utd to ^ - UWLO�, 6 . 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Construction Site: Owner/Agent: Designer/Contractor: 2200 Naugles Drive Theotokas john j.Condon Mattituck,N.Y., NY 11952 NY Condon-Engineering 1755 Sigsbee Road Mattituck,NY 11952 631-298-1986 C61-ripliance: Passes. UAJ.racie-Off Compliance: 14.3%Better Than Code Maximum UA: 453 Your UA: 388 The%Better or Worse Than Code Index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,560 38.0 0.0 0.030 47 Wall 1:Wood Frame, 16"o.c. 680 21.0 0.0 0.057 28 Window 1:Wood Frame:Double Pane with Low-E 13 0.340 4 Window 2:Wood Frame:Double Pane with Low-E 13 0.340 4 Window 3:Wood Frame:Double Pane with Low-E 13 0.340 4 Window 4:Wood Frame:Double Pane with Low-E 13 0.340 4 Window 5:Wood Frame:Double Pane with Low-E 13 0.340 4 Window 6:Wood Frame:Double Pane with Low-E 13 0.340 4 Window 7:Wood Frame:Double Pane with Low-E 13 0.340 4 Window 8:Wood Frame:Double Pane with Low-E 13 0.340 4 Window 9:Wood Frame:Double Pane with Low-E 7 0.340 2 Window 10:Wood Frame:Double Pane with Low-E 7 0.340 2 Door 1: Glass 21 0.340 7 Door 2: Glass 21 0.340 7 Door 3: Glass 21 0.340 7 Wall 2:Wood Frame, 16"o.c. 680 21.0 0.0 0.057 33 Project Title:Theotokas Residence Report date: 01/04/16 Data filename: C:\UsersVohn Condon\Favorites\ResChecks\Theotokas Rescheck.rck Pagel of 2 Assembly Gross Area Cavity cont. Perinieter Window 11:Wood Frame:Double Pane with Low-E 13 0.340 4 Window 12:Wood Frame:Double Pane with Low-E 13 0.340 4 Window 13:Wood Frame:Double Pane with Low-E 13 0.340 4 Window 14•Wood Frame:Double Pane with Low-E 13 0.340 4 Window 15: Wood Frame:Double Pane with Low-E 13 0.340 4 Window 16:Wood Frame:Double Pane with Low-E 13 0.340 4 Window 17:Wood Frame:Double Pane with Low-E 8 0.340 3 Door 4. Glass 17 0.340 6 Wa113:Wood Frame, 16"o.c. 663 21.0 0.0 0.057 30 Window 18: Wood Frame:Double Pane with Low-E 13 0.340 4 Window 19:Wood Frame:Double Pane with Low-E 13 0.340 4 Window 20:Wood Frame:Double Pane with Low-E 8 0.340 3 Window 21:Wood Frame:Double Pane with Low-E 8 0.340 3 Window 22:Wood Frame:Double Pane with Low-E 20 0.340 7 Door 5: Glass 81 0.340 28 Wall 4:Wood Frame, 16°o.c. 663 21.0 0.0 0.057 33 Window 23:Wood Frame:Double Pane with low-E 13 0.340 4 Window 24:Wood Frame:Double Pane with Low-E 13 0.340 4 Window 25:Wood Frame:Double Pane with Low-E 13 0.340 4 Window 26:Wood Frame:Double Pane with Low-E 13 0.340 4 Window 27: Wood Frame:Double Pane with low-E 13 0.340 4 Window 28:Wood Frame:Double Pane with Low-E 13 0.340 4 Window 29:Wood Frame:Double Pane with Low-E 8 0.340 3 Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 1,560 30.0 0.0 0.033 51 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in RESche rsion 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checlst .t7 Name-Title ig t Date T Project Title:Theotokas Residence Report date: 01/04/16 Data filename: C:\UsersVohn Condon\Favorites\ResChecks\Theotokas Rescheck.rck Page 2 of 2 WIND FRAMING NOTES _ NAILING SCHEDULE PLAN CUN I E:N 15: GENERAL N 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4'x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE DWELLING When a collar tie Is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION QTY. SPACING NOTES BUILDING HEIGHT CONSTRUCTION NOTES: In each end of the collar tie need not exceed the tabulated number of 8d nalls in the strap. RAFTER TO e"WALL:3.8d COMMON EACH TOTAL SO FT. OF CONSTRUCTION TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL 1).The Information wihinthis set of construction documents Ismislaid to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING ATE 8 WALL: 4-8dC MMON EACH DESIGN CRITERIA PRESCRIPTIVE AS PER N Y.S. RESIDENTIAL CONSTRUCTION CODE AND Intent and framing details.They are Intended as a construction aid.rat a subetthite Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOEaJAIL 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL for generally accepted good building practice and complarae with current New York accordance to table 3.3.When a rafter or truss do rat tall In the with studs below,rafters TO TOP PLATE 1(Y WALL 4-8d COMMON JOIST State buldingcodes.The General C *acrorisresponsbleforprovidingstandard or trusses shall beattedradtoftwall top Plate and the wall top plate shall beattached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES conshiction details and procedures to ensue a professionally finished,structurally the to the wall stud with uplift coorw5on>s.Roofs ovefianghg the rake side of tie building PARALLEL RAFTER WFCM-SBC LAP NAIL EXT. BALCONIES 60 sound and a weatherproof completed product shell be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE DECKS 40 2).The General Contractor le rsspornsble for ensuring that all work and construction 3).WALL-M-WALL ASSEMBLY: OVER PARTRiON WFCM-SBC LAP NAIL ATTICS w/o STORAGE 10 meets current federal,state,cornty and local codes,ordhanaes and regulations,etc. Well studs above and studs below a floor level shall be attached with uplift connections In COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/ STORAGE 20 These coda am to be considered aspart oflithe apedficationsfor this building and accordance with bible 3.3b.When wall atudsabove donot fail Inlnewith studs below,the TO RAFTER WFCM-SBC END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 should be adhered to even IF In variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 accordance with table 3.3. TO RAFTER END NAIL ) 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END ROOMS (SLEEPING) 30 (Do NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL STAIRS 40 First wall studs shall be connected to the foundation,slit plate,or bottom plate with uplift 4).The engineer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 Inches In concrete WALL FRAMING: GAU RDR AI LS ANY DIRECTION200 responsibility for construction coordinating with these plans,nor rosponabifty for foundation and slab<n-grede,15 Inches in masonry block foundatiors,or lapped under NAIL NAIL EXPOSURE C A T AGOR Y construction means,melhode,techniques,sequences,or procedures,or for safety the plate and roiled In accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES precautions and programs In connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION specific use expressed or implied in the use of these plans. spacing Is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE anchor bolts are to be spaced between 6-12 Inches from the end of sill plate and all TOP PLATE FOOT SEE NOTE 1 NAILING SCHEDULE SEE GENERAL NOTE PAGE 5).Refer to the Whdowand Door schedule for exterior openings. corners. TOP PLATES AT 4-16dCOMMON JOINTS FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE INTERSECTIONS EA.SIDE NAIL 6).The General Contractor Is to ensure that masonry orprefabrededfireplaces meats 5).TYPE IEXTERIOR SHEARWALLCONNECTiONS: STUD TO 24" FACE FIRE PROTECTION SEE FLOOR PLANS or exceeds manufacture's specifications and applicable codes. Type I exterior show walls with a minimum of 7116 inch wood structural panel on the exterior STUD 2-16c1 COMMON O.C. NAIL SMOKE & CO2 DETECTORS) attached with 8d common nails at 6"o.c.at ft panel edges and 12'o.c.in the field,and 7).The General Contractor Is to consult with the owrrerforal built-In items 112 inch gypsum wallboard on the nterioratteched with 5d cooler nails at r of at panel HEADER TO 16d COMMON 16,O.C. FACE TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION such as bookcases,shelving,pantry,closets,trims,etc• edges and 10"o.c.In the Heid shall be In accordance with tie length requirements specified HEADER ALONG EDGES NAIL ENERGY CALCULATIONS RESCHECK 3.5 RELEASE 1 In table 3.15". TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END 8).Wind load requirements shall be taken Into account during construction. 6}.TYPE II EXTERIOR SHFARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL PLATE TO, FOUNDATION NOTES: Type II exterior shearwralls shall meet the requirements of table 3.15a-b times the appropriate FLooR�JOIOST BAND JOIST, 2-16d COMMON PER FACE NAIL 1).The General Contractor and Mason to review plans,elevations,details and notes to lano adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 determine Intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: Allowable sldewall lengths provided bible 3.14 shall be permitted to be Increased when In ta ML 2).All iootfngs to rest on undisturbed(virgin)soil.Assumed bearing 3000psf Interior shearwals are used.Sheathing and connections shall be In accordance with JOINT DESCRIPTION q SPACING 2.4.42 and 2.2.4 respectively. 3).Provide 1/2'expansion joint.,oter I between concrete slabs and abutting r JOIST TO: PER TOE CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA concrete or mason wale occul In exterior or unheated Interior arcus. c. 4-8d COMMON masonry ng 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: CILL,TOP PLATE OR GIRDER JOIST NAIL GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD Header and/or girder connections shall be attached with uplift connections In accordance BRIDGING EACH TOE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT 4).Any new ccrttxets walls being attached to exls*V conaete structure shall with table 3.5.Window all plates shall be have steel connectors In accordance with table 2-6d COMMON HAZARDS be Installed with#4 re-b r,18"long at 12'o.c..Use approved epoxy for installation. 3.5• TO JOIST END NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED BLOCKING 2-8d COMMON EACH TOE MODERATE SLIGHT TO 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.l..Concrete to be 9)•CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES - poured on 4 Inch thick sand or gravel AI with 8x8 wine mesh reinforcing.Interior slabs Whom a ridge le to loused as a structural beam,the rafters shall either be notched and I BLOCKING TO: EACH TOE to be minimum 3-12 inch thick anchored on top of the beam or slope connectors shall be attached to each raRer4o-ridge SILL OR TOP PLATE 3-18d COMMON BLOCK NAIL a"line open ceiling part of the building.Connections to the ridge snd wait shall be be I -- LEDGER STREP 6).Crew l spaces to be provided with a minimum 18'X'14"access opening.Install one attached with too above requirements EACH FACE ROOF S H E AT��I nI G REQUIREMENTS_FOR WIND LOADS:JOIST NAIL 3-18d COMMON _ i---" --"---�---'i 8x16 cast iron foundation vent for every 150 sq.ft.of area. TO BEAM - SH':ATIM..G LWAT;ON R il'L SPACING TNAIL SPACING AT INTERMEDIATE NOTES DECK AND COVERED PORCH NOTES: OIST ON LEDGER 3-ad COMMON PE( To,r AT PAi4EL EDGES SUPPORTS IN THE PANEL FIELD 7).Dampproof exterior of fouhdatlon with bituminous coating as per section R406 of TO BEAM I I JOiST NAIL 4'PERIMETER EDGE ZONE 8d COMMON Q 6"O.C. 8d COMMON C 6"O.C. SEE NOTES:1,3 N.Y.S.Residential Construction Code.A 6-ml polyethylene film shall be applied over 1).Unless otherwise noted,all framing materiel to be#1 ACO pressure treated lumber. BAND JOIST PER END the below grade portion of exterior wells to b ciAlI All fasteners,hangars and anchors to be galvintzed or stainless steel. 3-18d COMMON SEE NOTES:1 BOTH FIELDS P� n9• TO JOIST JOIST NAIL INTERIOR ZONE 8d COMMON�6'O.C. 8d COMMON®12'O.C. P10�;2 FORPANELFIELD ) 8).Drain 2.Girders for deck' ' to be bolted to each t with washers and nuts. BAND JOIST TO: PER TOE NAIL ea per section R405 of N.Y.S.Residential Construction Code. ) t P� SILL OR TOP PLATE 2-16d COMMON FOOT SEE NOTE:1 GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON®4'O.C. 8d COMMON 4'0.C. SEE NOTES:1,3 Girders on concrete piers shall be ancfnorad with proper steel connectors anchored FRAMING NOTES irrto concrete with a minimum 1/2"die x r long ander bolt with washers and nuts. ROOF SHEATHING: NOTES 1).Ali framing tedhniquas and methods as prescriptive deep of 2001 SBC High Wlrnd 3).Posts supporting girders stall be anchored to a 12'xl2'x12'thick concrete footing. JOINT DESCRIPTION NAJL NAIL NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Edition Wood Framing Construction Manuel. Use a minimum 1/2'die x rQTY. SPACING long anchor bole virifh washers and nuts.Footings Shat be 3 it below grade.Concrete piers to be used with al pordmWdscks with roots or perguias. STRUCTURAL PANEL 8d AS PER TABLE 3.8 1).For roof sheathing within 4 feet of the perimeter edge of the roof,Including 4 feet on each side of the roof peak, 2).Unless otherwise noted,al framing and structural wood materiel to be Oft+BTR. WFCM-SBC the 4 toot perimeter edge zone attachments required shalt be used. Douglas Fir. 4).Deck Oft to have blocking at 8'0 o.t. CEILING SHEATHING: 3).Floors,walls,ceilings and rafters to be spaced at 16 Inches o.c.unless noted I 2).Tabulated 12 inch o.&it nail spacing 49,to n it spacing ng attached to rafter/truss Inches members with G>0.49. 5).A minimum of 10 Inch flashing shall be installed between the building and ledger. NAIL NAIL For framing members with<0.42<G<0.49,the nal apadng ahhalt be reduced m 6 inc�nes o.c. otherwise• JOINT DESCRIPTION NOTES Ledger to be fastened to(wilding with 12'die.bolts with waslhers and nuts QTY. SPACING 4).Unless otherwise noted,all bearing wall headers to be(2)2x10 92+BTR.Doug.Fit. where needed. GYPSUM 5d COOLERS r O.C.EDGE 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Bearing watt headers to have(2)jack studs and(2)full length studs on each oda of al 6).Concrete plers shall be a minimum 8'above grade. WALLBOARD 10'0-C.AEI framingem members with 0.42<0<0.49,the nail sparing shall be reduced to 3 Inches o.c. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).Ali joists to be supported wllh hangers and anchors.Each Joist shall also be endwed A) openings between 41 and('0 and 2x6 wall openings between 511 and 8'9.Provide fire to gbef(s)• JOINT DESCRIPTION NAIL NAIL NOTES and blocking whom applksbie. QTY. SPACING ro �. ''WALL'SHEATHING REQUIREMENTS FOR WIND LOADS: 8).Covered Roots chaff be assembled and anchored the same manner as a ^ i 5).Al flush beartweAweadera ro be installed with heavy duty gahAnlzed hangers and } typical building. STRUCTURAL COMMON AS PER TABLE 3.9 r„, F;,, ,PSHEATHING r NAIL SPAGNG NAIL SPAGNG AT INTERMEDIATE PANELS WFCM-SBC `,.�� .. „�" LOCATION ATPANELEDGES SUPPORTS IN THE PANEL FIELDNO1E3 anchors where applbable b ail ranneding joists. PLUMBING NOTES we"` ;'`6).Double A= under walls Gnat run lel to the floor Jolat and under bW brbs. 1).Ali water su drat PLYWOOD Bol COMMON 6'OC.FIELD %.a•} `� :` %`� EDGE ZONE 8d COk!'MON 6"O.C. 8d COMMON 12'O.C. SEE NOTES:1,3(BOTH FIELDS) Lip Joists poral supply, nage and venting to be installed as per N.Y.S.Residential �' �' ` rv'` ® NOTE:2 FOR PANEL FIELD Flom to have ceramic tile Installed shall be verified for proper bad capacity unless noted Construction Code. GYPSUM r O.C.EDGE ,�� (��` `` r `�` on plans. WALLBOARD 5d COOLERS 10'O.C.FIELD %�^'r` `�\ �� �s e��� INTTcRIOR ZONE 8d COMMON C 6"O.C. 8d COMMON Q 12'O.C. SEE NOTE:3 7).Provide blocks 2).Verify septic system with the Engineer for Suffolk County Health Department approval. �' � �M,�re ` �� NOTES ) ng/txfdgirg h floor joints at 8ro o.c..Use solid blocking in floor joists FLOOR SHEATHING: - _ under all bearing wells. 3).H wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTIONQn. SPAGNG NOTES `r I THESE NOTES ARE ONLY TO BE REFERRED TO IF MENiTONED IN SCHEDULE NOTES ONLY. r 8).Provide insulation befties at save vents between rafters.Install draft blocking as state code and manufecture's recommendation for maximum hole size and spedng permitted. STRUCTURAL PANELS 6'O.C.EDGE EES Vv,� �(1 .For well sheathing within 4 feel of the comers,the 4 foot edge zone attechmerd requirements shall needed. f BBddd HVAC SYSTEM NOTES VOR LESS COMMON 1r O.C.FIELD 0 NO'S P UNl��S\3 Pk 1 u�. TRUSS PI.ACARDIRlah REQ�iREt 9). AX exterior sheathing Unless otherwise�gradelpywood.Plywoodooverrooft and walls to have a mlover I enddera Fir 1).Mechanical subconlactor is responsible for adhearrg to all applicable codes and safety NOTES: ORPM`N O A'�10N�'Qv�D 2).Tabulated 12 Inch o.a nal spacing assumes sheathing attached to stud framing members with 10}.Unless otherwise noted use 3/4'thick TtiC PTS Fir or/ldvent«h plywood aubftoor requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF OF FOS gEEN Ppp� G>0.49.For framing members with 0.42<G<,tthe rel spacings shell be reduces to 6 Inches o.c. adhered with herwi adhesive and 3/4' thi k ro floor joists.Flniafhed floor ro be installed 2).HVAC subcontractor Is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. �A 3).For exderbr panel siding,galvinlzed box nails shall be permitted to be suta%Aed for common nails. over subfloor as per manulactue'a Instructions. equipment sum' t 1 r 1 S a : 1).Nailing requirements are based on wall shealhtg naked 6'on-center at the net 9 wall sheathing " ;: ` ; ! i r' 1 P 11).All bathroom watts ro have 1/2'thkkic rnoislure resletant sheetrock.Garage walls and 3).HVAC subcontractor to provide final system layout drawing and submit ft to the General Pa n9 () .:'' . . D���� C n 1=S Contractor and owner for final review and t. is rolled 3'on-center at the panel edge to obtain higher callings and over furnace b have 518'Cnkkik type•x sheetrndc.AI other parts of building approve :•, r„�-" t i=i k��.� �.,a�� , �'�(�S �, ``tt.-•� , ! . a• " to have regular 12'sheetro&Al walls to be taped and finished. shear cu nail ulrarsrtts for structural ELECTRICAL NOTES: 'bled, DATE: L,.` • '` members chaff be doubled.or alternate connectors, plates,shall be used to maintain load �.^ rr,;r r�,���,: ,�n ^� f� ;+. .•.;:'- . 12).All roof with a pith less than 4:12 shall be Instated with an Ice&Water barrier or 1).Ali electrical to be Installed as per N.Y.S.Residential Construction Code. such as shear path. M :'_� ;v+; �_w, FF 1-:., approved equal.Flat roots shall be applied with a Fiberglas base sheet with an EPDM ?'.:._.' .::` .1;'!�,?'I �`�u 6�F.RD Pit 11 `( E U II.i...„,e a;.'l ,'Z ( (1 G. �(7 torch down type materiel over. 2).Ali electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing a continuous over ll be permitted __--�.,. .,. .._,_. t n _ R - , rnembera,the tabulated number of nails shall be f�� 7 c�`,-,.�J2 a f„�: -[C) %; t'?;i F";,; I-;, 13.Allsi1 rbbereduoadtol-16dnefiperfoot ) plate�t and wood in contact with concrete to be press=treated.Sill plates ro 3).Instal Smoke detectors and Carbon Monoxide detectors throughout as per section R317 � be hstalled with a loam oil gasket and cop-r-tex terrNte shield or approved equal. of N.Y.S.Residential Construction Code. -M1 - y 1. F I'�D r,T i `i 74C-) E CCf'_! F,*f---D Al FOR, FO',_!";ED C0k1CP,:=TE ��;f► PLUMBER CERTIFICATION 2. !10UGI-i FF AI`,':,�aC ON LEAD CONTENTBEFORE , r t 4; gyp�� 3. 1NS.!Lr,T!0i,! x CERTIFICATE OF OCCUPANCY " " '"• 1 SOLDER USED IN WATER 10 0 E [S w ° r RE TUL . �- ALL .CO�daiRiCTi;).. .,:i-,.l t.:G `�. SUPPLY SYSTEM CANNOT r r, `V I IHO T C.nE( i I �r�Ll/i� REQUIF.c,,,"Eiii CF I COvES EXCEED 2/10 OF I% LEAD. I YORK STATE. I'MT RE-SPONSIRLE FOR �I��0'��, PLUMBING Otr OCCUP N DESIG . OR CO 1STRUCTIOH ER19\0 S PLUIV,SING W,�;7- :.1ArERL1NF-S1.7. i L. ;i'NG BEFORE-COVE"" / _oit 00� 1 _ TO 1 Cr-:51�t-ij, jE D O• e�4T� 1 w 32 >` d ✓ /I , l OIL I 0 1- o T-C I 0"DSI! ! � -� I. . , . 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',f MO TAS- CIZI P EC�r r APPLI F» ONEZ •� 0 n � Q �4 1 tv t — ALT" /�t..Di•.!G f2�tc'� �t''�r N�l I U L,{ ori +�- 2 TYPE hDoPSPW ICALP,6 ac � , 2 q-c.r. � �� o, C � 2"x e"ocv L.► �,!r, Jol�Tz�> ArD %�,c _ 3g„ I NSUt�rlol.t c N Ire 11 GtYPsv►tet ezAk t] slu M ; r V) _ _..__ - l/! 1/2 '1 �r,;x R-Y"oob 01 M ri4alei Sl D, WC4 1 1 �'- 21 I IJSu1,AnoN O 3G-r� r_rl r2r'! ciG _ ` p t12t1 b > '' I el H0 �� r/211 (."r-t a, .rte b •` cQ` �tao rz . .. SILL '514{` Su�3 F1 '. timet Ute 6 u IE:b _ '� #". - I G.a _.._ I � 2x£�l�I"�J,� I Co''ofr. rfi1TE `�-� 11✓Lt� 1f �I . i1 �r �.1T- '' D �ilr ."t�� Tl: it xr m r m _ca _ h�Yt; '� SILL TJ (��loC3 I !�r31r ri 15(po 1I7✓6 @ I o,G1 �,� MSW 2W10 I i tJ -ib�t R = t7 1 Ns�t..Ari o ' -tAGY.TV N � n SVE512 �aro H iarl . 1 >Ir- � I�'""" t l C� . . 'Z q'`C.?,Ci•1 il 1�.x'I"'F,�t� 7�� 011 FW' ' d em 15/4�1 1B 15Lt7oR 561 tJ E-� G,zu r� rt•.Ic..4 . V`x '+pr >::J,& I b` a. 1!4`<12`' FCUMP 6o�ZMF-T'F, r �r►kJZ4 W 12- �50 11VStJL.4TI D I.i ►Z X4 til L- ,I ---- 2- '�u I D pi- ` - TJ l 5L00 Gl1o110,0. rill t) t? 07 I��I 4" M >r,:P Coca je 11.4 tb � 22c NIT-*VG�,ii.: V2 1 i.4! ! rTVC L--1 t 4y G M. D&M '112-1140 PSN rY r„ tSkNTM,& i" r CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE—TO—RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER—TO—WALL RT20 APPLY TO EACH RAFTER RAFTER—TO—PLATE RT15 APPLY TO EACH RAFTER NOTCHED RAFTER USE WITH SPTH4 CONNECTOR RAFTER RIDGE PLATE—TO—WALL STUD SPTH4 APPLY TO EACH WALL STUD RIDGE 2ND. FLOOR WALL—TO-1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER—TO—JACK STUD LSTA12 APPLY TO EACH JACK STUD CRIPPLE STUD—TO—HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END 1ST. FLOOR—UNDER—SILL PLATE MSTA36 OR RS16—R WRAP UNDER DOUBLE SILL PLATE TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING USE WITH 3" SQUARE WASHERS LJ USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACI[TY. RAFTER PROVIDE 1/2" SPACING BETWEEN THE END STUD AND THE 2 OTHER STUDS ANCHOR BOLT CONNECTION FOR ALLOWING ANCHOR BOLT CONNECTION SUPPORTING MAXIMUMSPACING HOLDDOWN INSTALLATION T RAFTER CONNECT CORNER STUD SILL PLATE TO FOUNDATION TO TRANSFER SHEAR 9 STORY 72.00 TOP PLATE FASTEN WITH 2 16d CRA1Nl.SPACE OR FOOUNDATION SILL PLATE TO FOUNDATION ,-I N (CRAWL TOP PLATE a 6 COMMON NAILS @ 6" O.C. WALL BoTTOM�PIEAOTERTo FOUNDATION 2 STORIES as oC WALL STUD (SLAB-ON-GRADE) -2 STORIES sr oc SIDEWALL ENDWALL USE USP LSQUAREWASHERS WALL STUD B8 TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION 2ND. FLOOR WALL STUD KING STUDS \ / 2ND. FLOOR PLATE CRIPPLE STUD SUBFLOOR FOOD JOIST RIM BOARD HEADER BLOCKING WOOD JOIST 1ST. FLOOR TOP PLATES JACK STUDS GIRDER/HEADER :)D GIRDER WOOD JOIST �} 1ST FLOOR WALL STUD TYPICAL HEADER CONNECTION JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDERMEADER TYPICAL MULTI-STORY CONNECTIONS 1ST. FLOOR WALL STUD 1 ST. FLOOR PLATE SUBFLOOR SILL GASKET WALL STUD WALL STUD RIM BOARD ® TERMITE SHIELD TOM PLATE BOTTOM PLATE BATHTUB SUB FLOOR DOUBLE SILL PLATE DBL. SILL PLATES DOUBLE JOIST ►UBLE JOIST (TO OVERLAP JOINTS)�" FOUNDATION WALL ,- FOUNDATION WALL _ DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1ST FLOOR TO FOUNDATIO��NNE TI N ` LATES TO FOUNDATION ANCHORING ;`1. . .� �h � }fid`,, WIND KES15 I AN I C'UNS I KUC; I IUN UUNNLU; 1 UHS DECK 8c PORCH CONSTRUCTION DETAILS 8c WIND LOAD PATH CONNECTION DETAILS CONNECTION LOCATION PART NUMBER NOTES 44 POST TO FOOTING ANCHOR PAU44 OR WE44 PAU44: USE r/ MIN. 1Z2" DIA. x, 7" ANCHOR B I 6x6 POST TO FOOTING ANCHOR PAU65 OR WE66 PAU66: USE wZ MIN. 1 /2" DIA. x 7" ANCHOR B 1 44 POST TO GIRDER HEADER PBS44 PBSE44 KC44 USE ONE TYPE FOR EACH POST \ 6x6 POST TO GIRDER HEADER PBS66 PBSE66 KC66 USE ONE TYPE FOR EACH POST PO T CO UMN TO GIRDERMEADER LSTA12 OR LSTA24 USE 2 FOR EACH POST./COLUMN RAFTER STAIR STRINGER CONNECTION TMU26 OR MPA1 USE ON EACH STRINGER RAFTER JOIST TO HEADER TYDOWN RT15 USE FOR EACH RAFTER RAFTER TO LEDGER BOARD TMU26 OR MPA1 USE ON EACH RAFTER. MPA1 USE ONLY RAFTS WHERE TMU26 CAN NOT BE USED E D G E R USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RIDGE HEADS NAILING SCHEDULE ROOF FRAMING: RAFTS JOINT DESCRIPTION NAIL SPACING NOTES RAFTER TO 8'WALL 3-8d COMMON EACH TOE-JAIL UTOP PLATE 10'WALL4-8d COMMON RAFTER CEILING JOIST 8'WALL•3-8d COMMON EACH TOE-ML TO TOP PLATE 10'WALL 4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION PARALLEL RAFTER WFCM-Sec LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 &CH FACE OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE AS PERTABLE 3,4 EACH FACE TO RAFTER WFCM-SBC END NAIL STAIR T R E A�-- BLOCKING 2-ea COMMON EACH TOE GIRDER/HEADS TO AR EACH EEND ND POST RIM BOAR To RAFTER 2-16d COMMON END NAIL WALL FRAMING: oOCIL POST//COLUMN � STRINGE JOINT DESCRIPTION . SPACING NOTES RIM /DECK J O I To•OPPLATE° 2-16d COMMON PER FACE NAIL oTOP PLATES AT 4-19dCOMMON JOINTS FACE STRINGER TO DECK/PORCH CONNECTION INTERSECTIONS EA.SIDE NAIL GIRDER/HEADER TO POST/COLUMN CONNECTION STUD TO 2-16d COMMON 24 FA STUD O.C. NAIL HEADER TO 1 6d COMMON 16'O.C. FACE HEADER ALONG EDGES NAIL POST TO DECK/PORCH CONNECTION TOP ETOST 2-19dCOMMON PER 2x4 STUD END PLATE TO STUD 3-18d COMMON PER 2x9 STUD NAIL BOTTOM PLATE TO: FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL END JOIST OR BLOCKING DECK JOIST FRAMING: JOINT DESCRIPTION L SPACING NOTES CITY. R D E R /H E A D E-R o SILL,TOP PLATE OR GIRDER 4.W COMMON JOIST M- OIST TAIL BRIDGING EACH TOE GIRDER /H E A D S o TO JOIST 2- COMMONEACH NAIL POST/C O L U M JOIST BLOCKING 2-8d COMMON EACH TOE TO JOIST END NAIL POST/C O L U M BLOCKING To: 3.164 EACH TOE SILL OR TOP PLATE BLOCK NAIL LEDGER STRIP 3-16d COMMON EACH FACE TO BEAM JOIST NAIL GIRDER/HEADS JOIST ON LEDGER 3-Od COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST 3-16d COMMON PER END TO JOIST JOIST NAIL BAND JOIST TO: 2_16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT ROOF SH GIRDER HEADER TO POST COLUMN CONNECTION GIRDER/HEADER TO POST/COLUMN CONNECTION JOIST TO GIRDER/HEADER CONNECTION JOINT DESCRIPTION NAiJL °NAIL NOTES QTY. SPACING AS PER TABLE 3.8 STRUCTURAL PANEL 8d WFCM-SBC DECK AND COVERED PORCH NOTES: 1).Unless otherwise noted,d tering materiel to be IH ACQ pressure treated lumber. All fasteners,hangers and anchors to be gelvintzed or stainiees steel. 2).Girders for dock Joists to be bolted or wdxx d to each post or pier with washers and nuts. Girders on ooncrete piers shall be anchored with proper steel connectors anchored GIRDER �\ Into concrete with a minimum 1/2"die x r long anchor bolt with washers and nuts. 3).Posts supporting girders shall be anchored to a 12)d2" 7 thick concrete tooling. POST b`se a minimum 1/2'die x r a SL below grade.Girders with roots she have I T washers anchor bolt with aowffats piers T bbebw nd nuts,Foollings Shell . WOOD JOTS 4).Deck]oft to have blocking at 90 o.m. V V > 4 5).A minimum of 10 Inch fleshing shall be installed between the building and ledger. PIE Y Y Y Y GIRDER/H E A D E Ledger to be fastened to bulking with 11r die.balls with washers and nuts CONCRETE 12 x12 x 1 CONCRETE FOOT. ° WOOD J O I S 6)•concrete Pim ahal be a minimum 6•above grade. Y V V Y 7).AI joists to b6 supported with hangers and anchors.Each Joist shall also be anchored to glRkX($). Y V POST TO FOOTING C0NNECTION 8).Covered Roofs she!be assembled and anchored the same mwneras a typical building. v A vCLIMATIC & GEOGRAPHIC DESIGN CRITERIA JOIST FRAMING FLUSH WITH GIRDER/HEADF%°STM — a GROUND WIND SEISMIC FROST WINTER ICESHIELD RAYMENT FLOOD HAZARDSshow SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDE GIRDER T0 CONCRETE PIER CONNECTION TEMP. REQUIRED .1.7r _ a ' MODERATE SLIGHT TO _ LBS. 120 B SEVERE 3 tT. YE3 TO HEAVY MODERATE 11 i I � �._ � - �L .,_ !`�a�'' � :- t i��I---- -- - - - --I� •. I I ___I� �� _._... - �!g3,�,l�1ifi �, •- 1 .� - - I� i � - ._ _ � -� i N O� T z [oil LwpFFI Li LO V CL Y +�- •O 00 W d 0 I � lw � LO LO An fA) p �_ - . d Ol 4- - N I M ui 2200 t� AUUTC � ' ISI I rH �F��W�