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HomeMy WebLinkAbout37470-Z TOWN OF SOUTHOLD cO BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY 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#: 37470 Date: 8/24/2012 -- Permission is hereby granted to: Four-S-Properties LLC 153 Oxford Blvd Garden City, NY 11530 To: construct a new single family Dwelling with garage under& attached covered terrace & porch per Trustees permit as applied for At premises located at: N6A ��� �3490 Vanston Rd, Cutchogue I SCTM # 473889 Sec/Block/Lot# 111.-5-11 Pursuant to application dated 8/13/2012 and approved by the Building Inspector. To expire on 2/23/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,716.00 CO -NEW DWELLING —450.00 Total: $1,766.00 Z& �r-1 zl ��-- Building 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: Aa 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. -Swum statement from plumber certifying that the solder used-in system contains less than 2110 of 1%lead. . 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliauce"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)pion-conforming uses,or buildings'and"pre-existing"land uses-- L Accurate survey of property showing all property lines,streets,building.and unusual natural or topographic features. 2. A properly ca pmpleted 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. Certificaie of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, t Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00,- 2- 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$15..00 Date. / -t( ; �� 'CG✓(�� New Construction: >11 Old or Pre-existing Building: (check one) Location of Property: 14q'::;> Housd No. Street Hamlet Owner or Owners of Property: ov L�C(1,ti63 L,U, Suffolk County Tax Map No 1000,Section d Block ,05 Lot j Uv1�,rA of W55AIA Pptrrr � Subdivision CNe�ss . Pp►aT "4!h pr+Tt4flm..) Filed Map.( c.1 l4 Lot: r�� t�l,.. _ 3 Permit No. Date of Permit. Applicant:_ Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for. Temporary Certificate Final Certificate: (check one) Fee Submitted:-$ Applicant Signature FIELD INSPE QN REPORT DATE COMMENTS W FOUNDATION(IST) a _ o FOUNDATION(2ND) (7' � o s� 0 ' H ROUGH FRANIINC,& y PLUMBING . O INSULATION PER N.Y. H STATE ENERGY+COIFS . •• ,^may FINAL ADDITIONAL COMMENTS C R v o 'fi z o � o � � TOWN OF SOUTHOLD 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 ` Survey SoutholdTown.NorthFork.net PERMIT NO. 7 70 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application EC E U E Flood Pen-nit Examined ,20 '�- p l� U U Single& Separate Storm-Water Assessment Form ,�.� AUG 13 2012 Contact: Approved " X20 1� Mail to: w , � " BLDG DEPT. 41 IF"11AYL6 90/q�> Disapproved a/c TOWN OF SOUTHOLD ;�wY MiC>_ Phone: 1!54(-Sss57 Expiration 20204 Building Inspector APPLICATION FOR BUILDING PERMIT Date Ccs , 20 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 this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be ]sept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced wifhin 12 months after the date of issuance or has not been completed within 18 months fi•om such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION iS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. l Sign tune of applicant or name, if a corporation) 41 C .Wu' U-- V-Oft> raffia 0-wr-1, 0`14<3 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises r_�R--S (As on the tax roil or latest deed) If applicant is a corporation, signature of duly authorized officer (Z-wa:�> RVLZ�- , ) (Name and title of corporate officer) Builders License No. %AC k L®A Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: _249ey A"6 ,0 �TG��" �ASAF21 House Number Street l.3genq oq,%* Hamlet ,• �4���Sfit���i3�1,��1'r3-f9.!£33.��Y3'CR?� �OuQ?�t�YF9tt3.Q�: County Tax Map No. 1.000 Section `�� rro,sOAlc�ri}c} :}}�,�ttt.°(i'? rqqAU(O.+� Lot ♦ .us.. �ld)i.it^l?A..[i't�AiiO,.S 00'1�R"rk'.QiVidY�M/0d Subdivision JyaD qjt-NA�L-&AU J41q"r Filed Map No. t� � Lot /® LCT `� C/-Ltr'�. m)0 E) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy GWGLx,, Dom[ V%''t*rQ ° "Gt- we b. Intended use and occupancy N'PVj S1o" PnALA Wim& 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition_, Other Work i (Description) 4. Estimated Cost #'65aI Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ,-,Number•,of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extents of each type of use. pfy�L�sK'a� CSP '3('$b 7. Dimensions of existing struc ores, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front �Zt Rear G4I Depth �t Height Eil Number of Stories l 9. Size of lot: Front f i'1 Rear 61420� fkr1 Depth '146->' � - 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises f04I-5 P6qp2nLga ddress t41t,1,-lo-uv, , �193� Phone N .!5f6 15L Name of Architect ftY cA--- Wp!�5. Address t ��i';;'� , „� � Phone No (P$ `L --G55G Name of Contractor buf,�Gg CPLI�aAddress i?.a ! 93 Phone No.(GS01` 1-. U11 - C-41TWdX1WF-1 N.Y. MSM 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES-><_NO k IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED la . V b(Lm b. Is this property within 300 feet of a tidal wetland? * YES >C NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. u IS G (��/ Wt-4--Mpve,0lGTuttt° 11 Vb��de �'./�..r/ 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. 18. Are there any covenants and restrictions with respect to this property? .,_ YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the ( 1�wAlr—Br � (Contractor, Agent, Corporate Officer;etc.) ,4 of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this -day Rf 20/ a T--CAROL HYDELL , P NOTARY PUBLIC-STATE OF NEW YORK VVI 0.01HY6189695 Notark Tyu4tic- QUALIFIED IN SUFFOLK COUNTY Signature o p ican COMMISSION EXPIRES 06130l20-� L BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK 5- PERMIT NO.7668 DATE: OCTOBER 19,2011 ISSUED TO: JAMES RILEY/FOUR-S-PROPERTIES,LLC PROPERTY ADDRESS: 3490 VANSTON ROAD,CUTCHOGUE SCTM# 111-5-11 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in 'V accordance with the Resolution of the Board of Trustees adopted at the meeting held on October 19,2011,and in consideration of application fee in the sum of$250.00 paid by James Riley/Four-S-Properties,LLC and i subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish existing single-family dwelling, construct new -family dwelling with porches,patios,new sanitary system, drainage and single driveway; and as depicted on the site plan prepared by Frederick Weber,Architect, ``��'; last dated October 18,2011,and stamped approved on October 25,2011. N IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, —Eie - M jority V.. and these presents to be subscribed by a ma of the said Board as of this date. FfiZ CD cc Tlz- 'Ri-rRen \IN ............ . .... ........ ........ �52 -A James F.King,President ®� �Q�� Town Hall Annex Bob Ghosio,Jr.,Vice-President �® . ' v. �® 54375 Main Road *' P.O.Box 1179 Dave Bergen ' -0959 , John Bredemeyer ' Telephone(631)765-1892 Michael J.Domino ®� lU Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 21, 2012 Frederick R. Weber, R.A. 52 Noyak Path P.O. Box 1374 Water Mill, NY 11976 RE: FOUR-S PROPERTIES, LLC 3490 VANSTON RD., CUTCHOGUE SCTM#111-5-11 Dear Mr. Weber: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., March 21,2012: RESOLVED, that the Southold Town Board of Trustees APPROVES the Amendment to Wetland Permit#7668 to scale back on the project and construct a one-story dwelling, terrace and screened gazebo porch, and as depicted on the site plan prepared by Frederick R. Weber, R.A. last revised March 9, 2012 and stamped approved on March 21, 2012. This is not a determination from any other agency. Sincerely, • James King, Presiden Board of Trustees JFK:Ims New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY,@ Stony Brook u 50 Circle Road, Stony Brook, NY 11790-3409 -_ Phone: (631)444-0365 •Fax: (631)444-0360 . Website:www.dec.nv.qov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT August 2, 2011 James and Ellen Riley 153 Oxford Boulevard Garden City, NY 11530 Re: Application #1-4738-04039/00004 3490 Vanston Road, Cutchogue SCTM#1-000= 1-1-015-1 -- Dear Permittees: Based on the information you submitted, the Department of Environmental Conservation has determined that the property landward of the Top of Bank line as . shown on the survey prepared by Nathan Taft Corwin last revised 5/12/11, is beyond Tidal Wetlands Act (Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction; sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, 1041-1 Mark Carrara Permit Administrator cc: Frederick Weber BOH-TW file TOW f n Of South-old .Erosion, Sedimentation & Stour-Water Run-off ASSESSMENT FORM PROPERTY� LOCATION: S.GT.M.$1pj THE FOLLOWING ACF/pNg MAY REQUIRE THE SUBMISSION OF A i STORM-tAFATER,6RADIHG,DRAINAGE AND EROSIRNNTROL PLAN �' 3r Yecbon a oTTc c— —C—" CERTIFIEa BY A DESIGN FROFESSI AL IN Tt1E STA'[E OF NEW YORK SCOPE OF WORK - PROPOSED CONS MUCITON M M# /WORKA&VSSIIWT Yes No a. What is the Total Area of the Projt d pamejsT Wdude Total Area'gal Parcels located within 1 Will this Project Retaln AD Sbin-Water Rwl'-Off the Scope of VV1D*for ptDposed 0m*uct'wtt) t 5. GMMIed by a Two(2' bldiR*fd on st'te? b: VOW is the TOWAma of Land ideating (sr./Aces) (IbIsb '►vn'j irKhWO d1tVtf mmled aye x D and/or SWIM11 Dishitbance for then proposedi g aratlw construcuon as mes as wel as all conShICIlon agivit)R 10,00 S.f Site Improvements and the permanent creatiert of - (SF.tAcres) tmpervlous.stir�ces) PROVIDE BRIER PROJECP DFSCRU130N (1WAIeAdOV4PmaaaNeeded) 2 DoestheneMarl WWOrftvejr%mAgpropos�d hO IPrOPOse Size a LOCalloChange?This �'j `' Cl�'il(�fv c51 pstaUfr, l'W1t 1�'( Slopes Cotiboilirlg Su �e Changes and �G � �� �` $ Does the Site Pian af1dlor Survey describe the erosion �=`'S $� ��o y` andsediment control Piet es thatw�71 be used to El ��V Control,side erosion and storm water discharges. This `��R1,1��' N irW S(Nt �hYVu�y� hem must be maintained throughout the Entire -b W LwLNCe Conswicuon Period. "S t 10 4 Will thl i Project Require any Land Filing.Grading cw c IJiiy.) Sym_. S Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards X `. �Itli.S tr �S cNp bl�V of Material within-any Parcel? b Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground Surface? — x 6 is-There a Natural Water Course Running through the site? is this Project within the Trustees jurisdiction SubmIsr DEC swppp Requirements: or within One,Hundred(1007 feet of a Wetland or D — Submission of a SWPPP IS required for am Consbuetion activitles tnvoNutg sol Beach? � disturbances of one(1)or more acres,Including disturbances of less than one acre that i are part of a urger common plan that will ultimately disturb one or more acres or land- -7 Wrti there be Site preparation on Existing Grade Slopes kicks g Consbuction activities kwWing Sod disturbances or less than one(1)acre where which Exceed Fifteen(15)feet of Vertical Rise to the DEC i as determined that a SPDES perma is required forstormyrater discharges_ One Hundred(1007 of Horizontal Distance? D x (SWPPWs Shan meet the Minimum Requirements of the SPDES General Permit for Storm water Discharges from construction activity8 W81 Ddveways,Parking Areas or other Impervious 1-The SWPPP shall be prepared -Permit Na GP-0.10-001.) Surfaces be Sloped to Direct StomrWater Rtui Oil submitted to poor b the sub=tae of the NOL Tire Nac sham be into and/or in the direction of a Town right-of-way? X Departrrtenitprior b the commencement of construction actively_ r 2 The SWPPP shall desenbe the erosion and sedknent conbol p act ces and where 9 Will this Project Require the Placement of Material, mclulred,•post-COnStructfon storm water management piactim pial will be-used and/or Removal of V consbucted to reduce the poBubnts in storm water disand►a ges ato aswm egetauon.andlor the Construgiori of arty l t:Or11p1laiiCe w1►h the terms and txndUons of this pemu't.In addMor6ate SWPPPsham - Itent Withfim the Town Right-ofWay or Road Shoulder El qualifbjenyclshirttat sources a pollution whkh may reasonably be arpeded to affect the Area?ibboewwm wTi xh wo vw bntdiauon o1 ` quafilyofstamwaterdlschanges. NOTE- If �N i 3.All SWPPPs that vire the AnyAnsiverto Questiops.Orie through Nine b Answered whh a Check(Nark ►eq post�onsbudion storm watermanagement pradTce In a Box and the eonsbuetlon sib d�tlabaniro b between S,ODO S F rR 1 Ace b arra, i component shag be prepared by a quarified Design PmfbwfonW tJcer W In Mew Yotlt a Storm-urate,(baiting,Drarnagrr d f urb can C h bet Pian b that b knowledgeable in the principles and practices of Storm Water Management Southold and Must be SubmrnQ for Revkw Prior to issuance puked uitMg Pe of f Pb7E AchedcAlaric(J)andkrfutswerkreachwestion6 AraCOWOngP Sca 1 fora CompteioAPP�ftn) SIA,IS OF NEW YORK, ' COUNTY OF......................................SS r � 1 171st I,».».............»...��'........� -• , being - (Name or ktdrviduat signing oocener,tj~- ••-• duly sworn,deposes and says that he/she is the applicant for Eermtit, And that he/she is the ........./„:QIP.-TFT ,�,,fcl�2f.Yk�� ' f tcorttracla,Agerrtt„corporate officer,etc)••••••••.»•»»•..•.....•••.»•••.••...•••••..•.•»..•»....» Owner and/or representative of the Owner or Owners,and is duly authorized to the said work and to t perform or have performed i 1 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 workwill be performed in the manner set forth in t f the application filed herewith. t Sworn to befog me this; ' ..r-..___._.............. •---day of. l-'L ""'I ' . -•--•--- --- > _... , - PHlll Notary Public. ........::! ND�Rr P cq i .. ... pg MP1$1--•---- At TATE OF d »... _........ F y^, ..-»-------_._.——FORM ^ 0 6/'1�' M a IJleq In N �a t�gnaq.e or Y commission ExAlrOesQ�ai,rv, dolt' Town of Southold Erosion, Sedimentation & S-toren Water Run-off ASSESSMENT FORM � PROPERTY LOCATION: S.C:T.M.tl: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District tract s—ect6n 8 oc . Lot CERTIFIED BY A DESIGN PROFESSIONAL 1N THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION HM# / WORK AMMM Dr ' Yes No a. What is the Total Area of the Project Parcels? anclude Total Area of all Parcels located within ,{,� 1 WIN this Project Retain All Storm-Water Run-Off the Scope of Work for Proposed Construction) '[� e)3 S s Generated by a Two(27)Inch Rainfall on Site? (s�/�;) (This item will include all run-off created by site b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all F-1 and/or Ground Disturbance for the proposed � � Site improvements and the permanent creation of construction activity? S.R/ 'impervious surfaces.) ( Acres) . PROVIDE BRIEF PROJECT DESCRIPTION (P,ovide Additional Pagesas Needed) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location?This ❑ Item shag include all Proposed Grade Changes and V6170.y_ '�W a,A•i Vit ��/1rlE� Slopes Controlling Surface Water Flow. $ Does the Site Pian and/or Survey describe the erosion and sediment control practices that will be used to D control site erosion and storm water discharges. This item must be maintained throughout the Entire Construction Period. - mew �� 'l • 4 Will this Prolect Require.any Land Filling,Grading or T Excavation where there is a change to the Natural k L- Existing Grade Involving more than 200 Cubic Yards 'S�1 '�`a r�'t s�S,�{V�1 of Material within any Parcel? F-1 5 Will this Application Require Land Disturbing Activities �*'JD1`-Ip Drsal Encompassing an Area in Excess of Five Thousand (5,000•S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction ® — General DEC SWPPP Requirements: or within One Hundred(1001 feet of a Welland or Submisslon of a SWPPP Is required for ail Construction activities Involving soil Beach? disturbances of one(1)or more acres;including•disluibances of less than one acre that are partof a larger common plan that win ultimately disturb one or more acres pf land; 7 Welt there be Site preparation t o Existing Grade Slopes including Construction activines involving son disturbances of less than one(1)acre where which Exceed Fifteen(15)feet of Vertical Rise to D �/ the DEC has determined that a SPDES permit is required for storm water discharges. - One Hundred(1001 of Horizontal-Distance? �\ (SWPP.P's Shall meet the Minimum Requirements of the SPDES General Permit- 8 Will Driveways,Parking Areas or other impervious for Storm Water Discharges from Construction activity-Permit No.GP-040-001) Surfaces be Sloped to Direct Stomt-Water Ruh-Off x ?_The SWPPP shall be prepared prior to the submittal of the N&We NO]shall be - submitted to the Departmant pdorto the commencement of wnstniction activity. into and/or in the direction of a Town right-of-way? 2.The SWPPP shall describe the erosion andsediment control practices and where 9 Will this Project Require the Placement of Material, required,post construction slormwater management practices thatwll be used andfor Removal of Vegetation and/or the Construction of any ® - constructI ed to reduce the pollutants in storm water discharges and to assure x compitance with the terms and conditions of this penin.in addition,the SWPPP shall Item Within the Town Right-of-Way or Road Shoulder Identify polentraisourcesofpollutionwhichmay reasonably beexpectedtoatreotthe AMa?(This IrernwillNOTlncludothe lristoatlonor6dvmvayAp,on,.) quardy of storm water discharges. NOTE Il'AnyAnswer to Questions One through Nine is Answered with a Check Mark 3.Ail SW PPPs that requirethe post-construction storm watermanagement practice in a Sox and the construction site distuitmnce is between 5,000 S.F.81 Acre in area, component shall be prepared by a,quanned Design Professional Licensed in New York aStomr-Water.Grading,Drainage&Erosion Controf Plan is Required by the Town of that is knowledgeable in lbe principles and practices of storm Water Management. Sogho(d and Must be Submitted for Review Prior to issuance of Any Building Permit (NUM A Check Mark(,j)andiorAnswer for each Question is Required fora Complete AppB-ft) STATE4W N1 W YORX COVNTYOF............................................% �� it1 '11at 1,».... ,Wbeing duly yarn,deposes and says that he/she is the applicant for me of individual signing Document) / ..• pp Peretti; And that he/she is the ................ .�-.'�.,..� (Uxmer,Contractor Agent..•rporate Officer etc.).•.......•............•...............................•..•....• Owner and/or representative of the 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 herewith. Swom to before me this; ..........1...J...................... .day of .. .. 20.�. Notary Public: .............. . 'ORM s�'I UHIMS1 qiP of Appncant) .................. NOTARY PUBLIC-STATE OF NEW YORK . n.I we.enema SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 Health Department Ref.No. (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE F ' Y ' REFER TO REVERSE SIDE OF THIS FORM FOR IN TRU ' PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIG ATURES MUST BE ORIGINAL. rEXIST!INGR!EEIFERENCE FOR ALL RENEWALS AND TRANSFERS NUMBER: ��© .. ��� SUF - �_ District Section �axMa No �9/'� „� � t_. s � a;,;a ,� a . ,b•,K Lon - 9. b `5 t f,CuiTent,- pplicant:. 'Tel#: ( I)'� . -. . . 1Vlaling Addre = Ar ss�LL _E s 40 60 Name of Current Agent: AS, A-&r>V m Tel#: - Mailing Address: Email Address: DATE OF ORIGINAL APPROVAL: ©/ 1 *If more than 6 years old and SCDHS site inspections have not been performed,a new application will be re wired FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#: - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: SErCT)COl�ls}3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/Engineer/Surveyor: I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me; for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: rare 7true FOR ALL RENEWALS AND TRANSFERS on is hereby made to[ 1 TRANSFER, RENEW(check applicable) a permit to construct in accordance with this n,surveys and plans submitted. I hereby certify that I have examined this complete application and the statements therein nd correct,and that all work shall be done in accordance with all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a misdemeanor pursuant to S210.45 of New York State Penal Law." 7 SignaReof pplicant/Agent Date Print Nurrent Applicant/Agent Title DEPARTMENT USE ONLY Permit is Transferre enewed ntil Number of Bedrooms Appr ' Signature of Department•Repres' 'ive R1 Da qns1 WWM-104 (Rev. 02/12) 1, n Town • �° � of Southold: Erosion, Sedimentation & Storm-Water Run-oft ASSESSMENT FORM;' PROPERTY LOCAT1OW. s.GT.Wip t THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OFA STORM-WATER,GRADING,DRAINAGE AND EROSIQN NTROL PLAN -OEM Section e"To�C' 'E'F—' CERTIFIED BY A DESIGN PROFESSI AL 1 T N HE STATE OF NEW YORK SCOPE OF WORK - PROPOSED CONSMUCITON MW# / WORKASSESSMENT yes No a. What is the Total Area of the Project Parcels? (hhclude Total Area of all Parcels located within 4 4) Will this Project Retain An SIDrnFWafer Rttn-Off the Scopb of Wmk for Proposed Construction) 1405 5.f Generated by a Two(n hi hp**IM on Sire? b• What is the Total Area of Land Cleaft (s r IAaes) (i lent will irWIude 81 AW01created by site X ❑ clung odor const ucoon activities as well as all constr t tion a Disttirrbrince for tha proposed 4400 S.f.; $ite Improvements and the permanent creation of tronsbucdion adivrlyl impervloussurfaces.) • ($F.IAves) i PROVIDE BRIEF PROJECT'DESCRD TION 00"M uo"Peas rr-ded) 2 Does the Site Pian and/or Stave]Show All proposed Drainage Stntqures Indicating Size 8 Location?This X D _ Item-shall include all Proposed Grade Changes and . VOMOLA + VXL6n N tv 5jWA. , f jgMm>1 SIOpes ConlroUing Surface Water Flow. / 3 Does the Site Plan and/or Survey describe the erosion l G 5-Ta t.Vl11ft and sediment control practices that will be used to X ! ' control isle erosion and storm water discharges. This -- C M ftR UfT ISI V W SIW Gafer fhlitn6{S( item must be maintained throughout the Entire i� Construction Period. b W ts .ldNtQ W/ i�� ' t 10 4 V ill ihi�Project Require any Land Filling,Grading dr c Excavation where there is a change to the Natural y Existing Grade Involving more than 200 Cubic Yards VF &1 J A•ND S7�V s" of Material within any Parcel? t---- 5 Will this ApPlication Require Land Disturbing Activities Encompassing an Area In Excess of Five Thousand X (5,000 S.F.)Square Fest of Ground Surface? 6 is there a Natural Water Course Running through the ` General DEC SWPPP Requirements: Site? Is this Project within the Trustees jurisdiction v Or within One,Hundred(1007 feet of a Wetland or X t Submission of a SWPPP is required for all Construction acimues invotving so0 Beach? disturbances of one(1)or more aces;including disturbances of less thadone acre thati are part of a larger common plan that moll ultimately disturb one or more acres of land; .7 Will there be Site preparation on Existing Grade Slopes Including Construction activities involving soli disturbances or less than one(1)acre where which Exceed Fifteen(15)feet of Vertical Rise to x the DEC has determined that a SPDES permit is required for stoimwaterdischarges. One Hundred(1007 of Horizontal Distance? (`P (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious f for Storm Water Discharges from Construction activity-Permit No.GP-0-40-001.) Surfaces be Sloped to Direct Storm-Water Run-Off I 1.The SWPPP shall be prepared prior to the submittal of the Not.The i4bl span be into and/or in the directionof a Town right-of-way? > ` submitted to the Depadmentpdor to the commencement of construction activty. rec Z.The SWPPP shall describe the erosion and sediment conbol practices and where 9 Will this Project Require the Placement ofMaterial, reWnd,.post mnstructfon storm water management practices that YM be vied and/or Removal of Vegetallonandfor tha Consfivctlori of any consbucted to reduce the pollutants in stoma water dbcharges and to assure Ite)n Within the Town Right-of-Way orRoad Shoulder eompltame with the tenor and conditions of this perm In bdddlon,the SWPPP shat Area?(rhts ltenr wit HOTineieae tlN bosdtaton o/Drtverray Aprom) idenb7y-potential sources of pollution which may reasonably be expected to affect the quality of storm water dRscliarges NOTE: If Any Answer to Questlolu Ocie trough Nlne b Answered whir a Check Mark 3.AN SWPPPs that require the post-construction storm water management practice in a Box and the construction site dishubance b between 4000 F. t Acre to area. I kwmpowl shad be prepared by a quan88d Design Professional Licensed In New York a Storm-Water.Grading,Drainage 3 Erosion Control Pian b Required by the Town of ' that 6 knvMedgeable in the principles and practices of Storm Waterivlanagement Southold and Must be Submitted for Review poor to Issuance JMW Building permit OTE: AchedkMa*(.I)mWmArm"lhr'eachouesumbRe%*WforaCompleteAPPiraL I SI ME OF NEW YORK, COUNTYOF.......-............................_....SS r 171st I ...of. ....... ........being ...............{.... ....:;..... ................... g duly sworn,deposes and says Name of indmdual signing txanner,q. ys that he/she is the applicant for Permit, + And that he/she is the ......... � (Owner,Contr etoAgerd.Coipiorale l)(fikxr,e2a)»•••».......»•..•......»..•••..•..•..•..»»....».».••». r Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to i make and file this applii; 4on;that all statements contained in this application are true to the best of his knowledge and belibf;and ! = that the wdrk•will be performed in the manner set forth in the application filed herewith. ` Sworn to befi me this; // ! ......_. ...- - .............•_._...day of t'.:y ....- ., < Notary Public. - ..'VoT9Rr "LLP CAM_ &I.•.............. STATE OF ............... IV i EVj v (Signalwe of A/tied in pp i FOitM - 06/1�- MY Comrnkslon Expoelo�n co"A., f -�SIO' /r Tof Southold U Erosion, Sedimentation & Storm Water Run-off ASSESSMENT FORM 0 PROPERTY 6cxnom s.CT.M.tr_ THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Ol �� STORM WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN TS s on a oc bot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION HEM# / WORK ASSESSMENT -T Yes No a. What is the Total Area of the Project Parcels? Will this Project Retain All Storm Water Run-0ff (Include Total Area of all Parcels located within v.3 Sl_ Generated by a Two(21 Inch Rainfall on Site? the Scope of Worts for Proposed Construction) (S-F-/Ac—) (This item wilt include all run-off created by site b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all -XE] and/or Ground Disturbance for the proposed A' Site improvements and the permanent creation of construction activity? impervious surfaces.) 2 Does the Site Pian and/or Survey Show All Proposed PROVIDE BRIEF PROJECT DESCRIPTION "(P woAdMa nal Pages asNeedeM Drainage Structures indicating Size&Location?This lien shall include all Proposed Grade Changes and Slopes Controlling Surface Water Flow. $ Does the Site Plan and/or Survey describe the erosion R1T♦T-1 C'0 and sediment control practices that will be used toD control site erosion and storm water discharges_ This X, item must be maintained throughout the Entire Construction Period. 4 Will this Project Require.any Land Filing,Grading or Excavation where there is a change to the Natural 4 Existing Grade Involving more than 200 Cubic Yards ITA ( eLi(-1W1�\.r of Material within any Parcel? rj Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand X (5,000 S.F_)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the _ Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements_ orwithin One Hundred(100')feet of a Welland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres; including disiurbancesof lass than one acre that 7 Writ there be Site preparation on Existing Grade Slopes are part of a larger common plan That will ultimately disturb one or more acres pf land; Which Exceed Fifteen(15)feet of Vertical Rise to \/ including Construction activities involving soli disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? F1 -/\ the DEC has determined that a SPDES permit is required for storm water discharges. (SWPP.P's Shall meet the Minimum Requirements of the SPDES General Permit- 8 Will Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001) Surfaces be Sloped to Direct Storm-Water Ruh-Off , -t.-rhe SWPPP shall be prepared prior to the submittal of the N01-We Not shall be - into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of constniction activity. 2.The SWPPP shall describe the erosion andsediment control practices and where 9 Will this Project Require•the Placement of Material, required,post-constructlon storm water management practices thatwill be used and/or Rembval of Vegetation and/or the Construction of any constructer/to reduce the pollutants in storm waterdischarges and to assure Item Within the Town Right-of-Way or Road Shoulder compfiancewlth the terms and conditions of this permit.in addition,the SWPPPshafiArea?(thtstramwni Nor includo me tristanaunn ororlvahGayApron:) identify potential sotiices of pollution which may reasonably be expected to atfectthe quality of storm water discharges. NOTA-IfAny Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm watermanagementpracuce In a Boz and the construction site disturbance is between 5,000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed`in NewYork a Storm Water,Grading,Drainage a Erosion Control Plan is Required by the Town of that is knowledgeable in,the principleand practices of Storm Water Management Southold and Must be Submitted for Review Pdorto issuance of Any Building Permit (NM A Check Mark(./)andforAnswer for each Queftn iss Required for a Complete Appilotton) . STATE D,F NEW YOR$, COUNTYOF...............................:...........SS '17tat I,...... '-. ... ....,being duly sworn,deposes and says that he/she is the applicant for P (Name of fndiutduai signing I)octiment)� pp elIittt, And that he/she is the ..........:..... ...�� � .. .... . (Owner,Contractor,Agent. rporate Office,et�j............................................................... Owner and/or representative of the 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 herewith. Sworn to beforp me this; ..........)..3. ......._.... .day of _. 20J.� NotaryPublic_ ........ ... .................... ............ ...... ..................... (Signature of Applicant) ORM — 0611 O NOTARY PUBLIC-STATE OF NEW YORK No.olHY6189695 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES 06/30120 Southold Town Building Department F�1'�te� P.O.Box 1179 Permit#: 37470 53095 Main Rd Southold,New York 11971 Permit Date: 8/24/2012 (631)765-1802 Expiration Date: 2/23/2014 � Parcel ID: 111.-5-11 BUILDING PERMIT RENEWAL LETTER Dated: 4/17/2015 Applicant: Weber,Fred Architect Location: 3490 Vanston Rd, Cutchogue Work Description: SINGLE FAMILY DWELLING construct a new single family Dwelling with garage under& attached covered terrace&porch per Trustees permit as applied for A FEE OF $1716.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Four-S-Properties LLC Address: 153 Oxford Blvd Garden City,NY 11530 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, -67� SOUTHOLD TOWN BUILDING DEPT. 4/e r REScheck Software Version 4.4.1 Compliance Certificate Project Title: Four-S-Properties, LLC Energy Code- 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Glazing Area Percentage, 20% Heating Degree Days 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 3490 Vanston Road Frederick Weber Cutchogue,NY 11935 Architect 41 East Maple Road Greenlawn,NY 11740 Compliance:0.9%Better Than Code Maximum UA:329 Your UA:326 The%Better or Worse Than Code index reflects how close 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 e • r i Assembly • e �•s 0 Ceiling 1:Flat Ceiling or Scissor Truss 632 30.0 0.0 22 Ceiling 2:Cathedral Ceiling(no attic) 672 30.0 0.0 23 Wall 1:Wood Frame,16"o.c. 1891 21 0 0.0 86 Window 1:Wood Frame.Double Pane with Low-E 260 0.340 88 Door 1:Glass 77 0 330 25 Door 2.Glass 37 0 400 15 Basement Wall 1•Solid Concrete or Masonry 297 10.0 0.0 24 Wall height:8 7' Depth below grade:5.7' Insulation depth:8.7' Floor 1.All-Wood JOISt/Truss:Over Unconditioned'Space 983 21.0 0.0 43 Compliance Statement- The proposed building design'described here Is consistent with the building plans,specifications,and other calculations submitted with the permit application The prdposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to comp) ith t e ma datory requirements listed in the REScheck Inspection Checklliiisstt.����,���,,,//����� @ Name-Title 'Signat re Dfite Project Title. Four-S-Properties, LLC Report date: 08/10/12 Data filename: Untitled.rck Page 1 of 3 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceding 1:Flat Ceiling or Scissor Truss,R-30 0 cavity insulation Comments. ❑ Ceding 2 Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments. Above-Grade Walls: ❑ Wall 1•Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,8.7'ht/5.7'bg/8.7'insul,R-10.0 cavity insulation Comments. Windows: ❑ Window 1.Wood Frame-Double Pane with Low-E,U-factor.0.340 For windows without labeled U-factors,describe features: #Panes ' Frame Type Thermal Breaks Yes No Comments. Note-Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements Doors: ❑ Door 1.Glass,U-factor.0 330 Comments: ❑ Door 2.Glass,U-factor•0.400 Comments- Floors: ❑ Floor 1.All-Wood Joist/Truss-Over Unconditioned Space,R-21.0 cavity insulation Comments. Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements• Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications Project Title: Four-S-Properties, LLC Report date. 08/10/12 Data filename. Untitled.rck Page 2 of 3 Duct Insulation: r-1 Ducts in unconditioned spaces or outside the building are insulated to at least R-8 Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened ❑ All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181kor UL 181 B. n Building framing cavities are not used as supply ducts. n Automatic or gravity dampers are mstalled.on all outdoor air intakes and exhausts ❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: ❑ Thermostats exist for each separate HVAC system A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the system is not in use. Certificate: L] A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values,window U-factors,type and efficiency of space-conditidning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title: Four-S-Properties, LLC m Report date, 08/10/12 Data filename: Untitled rck Page 3 of 3 r n 2010 New York Efiergy Nf/" Conservation Constructolo' n Code Certificate Ceiling/Roof 30.00 ' Wall 21.00 Floor/Foundation 21.00 Ductwork(unconditioned spaces): Window 0.34 0.24 Door 0.33 0.19 Heating System: Cooling System: Water Heater: Name: Date: Comments: f4 SURVEY OIC, P/0 LOT 318 AMENDED MAP A OF NASSAU POINT OWNED BY NASSAU POINT CLUB PROPERTIES, Inc. T FILE No. 156 FILED AUGUST 16, 1922 1�0 l�,s SI T UA TED A T Q R=515.98 // /� // , _ _10 _12�oT ,ONASSAU POINT / / / 65— _ -16 R` 1 AD TOWN OF SOUTHOLD v /�• r �� FLAG / l / // / / _ Ro9e �E k -18C /,056• , 0 r / / / _ ED s •� WELL SUFFOLK COUNTY NEW YORK �q S , PIT IfMQP ?0 22 S.C. TAX No. 1000- 111 -05- 11 7. 15�1 1 e SCALE 1 "=30' .10 N — FLA 4 7 xf OCTOBER 14, 2010 r Q I I I I I I I 11251.E I // / �l— X27.0 - - ' \C —'— M / 1 1 1 2 18 —620 _ —za R=25.52 ' MAY 12, 2011 ADDED TOPOGRAPHICAL SURVEY �L=17.66 /C; ; / // p�GE O.L. — X30 AREA = 43,403 sq. ft. DO O v I f Rj I I ' / z M/ / / 12.3 s / �o IA Z S EN a I � L / / / o N / io` X32 (TO TIE LINES) 0.996 ac. D/ I a I i I la / / Ryx2� r / /STUCCO y no I,II, FLAG / m VI I x 133/9 / z J / i / GARAGE r R=86.28' n / 0 22.6 / i o+n o Q $- x28_,.6 / V cW / X ' +n 3 x cL / �+_ & LA DINS/ / // / 3t~n r // / x 3 4. L— 0 ox I`11' CO4C_ 426.4 / / A °OC 3.6 �,FO / r `I l l l / // x�,a /WOOD CONC. / SII, FLAG /T I / / / / / STEPS jo 1 i.8' / / A c� 0 I / ytlnOD 7. < / / o J 115 BI / l l l/ / DECK �� / f m / n 6 C CLENOSED I / 1I I,FLAG �oGE.�EOE off// X-" � ..`1 II ` ` / PORCH co -- '?1 = 33.4 / � 0{ // 1 1 I I I I I I I I Y /'` N .. U o x�— // x1 // /,�� BAY ` 0.4 201 R=188.48' CERTIFIED TO: / — m WINDOW x o t» z� ,/ o L=71 .92 FOU R—S—PROPERTIES LLC 22 / III I I I I CONC. z.o' 03 32i f'�0 LO�318 / 8 I� FIDELITY NATIONAL TITLE INSURANCE COMPANY L x�I2 / 6 I I I I I I I I / c2� °PqN ' ti N 77°45 x //I l i l j///�/ W� 4 / 1 Q /// �o o—ax 3.61 ! s.9 m 2Z 3 STEPS. N 31 6' M I I BRICK ;y , _ WALL h� / 0 1 R=139.38 _ I I i VENT-' / _, CONND /NPIP -tj� J a w:c ,'� / ��P x 3 0`� �O L= 4.95 cCmh � \ _ N+>pi pN Ny�Oi 28 Ia�pECil(gR DEER FE cc - ` N ' /q LOT 318 / x43.6 7.e . (0 b. 3.9 x \ 9 o � 9 CV aC; 909' I,oT 3>9b4' 3gg Sfo \ o •8$' x450 � \ 010 UTiUrr P 46— y9. 4 PREPARED IN ACCOR THE MINIMUM \J BYATHERDSA.O, no ON ESTABLISHED XP�"kCIQP N DOPTED O FOR SUCH I© T LAND 0 TITLE ASS �P� CQ ` Y O ryryMM04NN-- c. vF.g LAND' N.Y.S. Lic. No. 50467 NOTES: 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM UNAUTHORIZED ALTERATION OR ADDITION EXISTING ELEVATIONS ARE SHOWN THUS:.59 III TO THIS SURVEY IS A VIOLATION OF EXISTING CONTOUR LINES ARE SHOWN THUS: Nathan Taft Corwin - — — — —s- — — — - SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. F.FL. - FIRST FLOOR Land Surveyor G FL. - GARAGE FLCOR COPIES OF THIS SURVEY MAP NOT BEARING T.B. - TOP OF '�BUtxHEAD THE LAND SURVEYOR'S INKED SEAL OR B.B. - BOTTOM OF BUt'KHEAD EMBOSSED SEAL SHALL NOT BE CONSIDERED T.W. - TOP OF WAIL TO BE A VALID TRUE COPY. B.W. - BOTTOM OF WALL Successor To: Stanley J. Isaksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. X30-252A 37L/ 70 SITE DRAINAGE: PROPOSED SANITARY SYSTEM FREDERICK AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) NEW HOUSE (4 BEDROOM- MAX.) ROBERT 8' Dia x i HIgh w/ 1000 GAL. SEPTIC TANK ll WEBER Ax Porch/Terrace 890 sf x AV Rain = 141.1 cf Dame Top (Traffic Bearing) 231 ct 300 S.F. SIDEWALL AREA OF LEACHING POOLS (1) LEACHING POOL, 8' DIAMETER x 12' DEEP 8' Dia. x 6 High w/ B House/Porches 1322 sf x .IGG' Rain = 219.4 ct Traffic Bearing Slab 253.5 cf ARCHITECT 8' Dia. gal High m/ MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. C Driveway (Expanded) 450 at x .IGG' Rain = 241 cF Traffic Bearing Slab 253.5 eF AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL 5YSTE S FOR SINGLE FAMILY RESIDENCES AND WILL House and Porch Roofs to have Gutters t Leaders ABIDE BY THE CONDITIONS SET FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT. Connected to Underground Drainage Structures ITyp.) 8'4 Dome: 42 cf I' MIN. k 2' MAX. TRAFFIC 814 Ring. 42.25 cf/Ft of Height CONCRETE LOCKI G CAST BEARING * Use Dome Top to Lower System CHIMNEY DEPTH IRON OVER SLAB �10 Gt�ADE +4 APPROVED PIPE, 1/4" PER FT. i" APPROVED CONCRETE MIN. PI CH :s PIPE. I/8" PER FT. COVER iv G Mlt�l. PITCH _ :a - LIQUI _J FLOW =° DEPT °0 O BAFFLE -9 TIC POOL HING �S TANK tr 12=515.98' w _ 10 �S�/0 1300 S.F.) / _ WELL W/ LPI •�_ r _ _ .-12 A/pT. HOUSE _ j..�-f,�j.�-J r '�A O��N O�Q 13' MIN. ' ,�\ ---------------16 L/�_ 1 i COLLAR V LAG J --------- 9'8\L\l•O��"2 r TING n V _ r z gr HELL PIT I / 11 m .r/ RaQO.om I�'I M- ------- \ --- --- - ---Vo 3g// zJzr --/----�� Try FLA '_- -- / �•_2-6 ._ . --------—---- 2 R=25, 2' I (MIN ) e, Q.• FGOq `---------- ----------------' GApGE123 „- 30 HIGH SEASONAL GROUNDWATER (MAX.) 000 p0{Q .Z 41 1 I i ; ,� '% ,• % 'nom' _3 00 0 r=0 I ro I ! Y -TestA0 DRYWE�L%�- E'SCISTING N:� C� FLA p ' __,rr Hole (8' IIia. x 6' D) L L= 'x.0 3' ._ nry,� y / , 8 *AL DRYI o "J 00 i' O ' 7 113!6'• ' i / (8' Dla. x 6' D1 '� 41L U i Hay Bale/ q 000 .�L �, ro ' I // - Silt Fence -:;r--•=� yi' 004" FLA PS ryoO i ! �'" '-uy')__f -_,(.-_ e/, i AC n �g pry. ``�i aFt %I �, _ ProPo�ed ' -- -� 1 Em n� .tVlt h ' ' ', I f r q e - L_ j r r m DRAWING TITLE: ` Y FLA U4'O�o'I- 1 I I 1 f I i&"_-- i M 1 'i ' EXPAND `T' '- --' DRIVEWA SITE PLAN D d1I10 4 I l i i l i z REMOVE �= 4�R ME HST OORY Y LJ Xry AL �1 ;I I i i , I I m/. EXISTING ,'_ 4 S SE y n t HUSE W/ 1 I I 1 p Sir O 1 112TORY =o a° po if ii - 10 N 11•9E PUBLIC WATER P/0 v � ! _ _, „ rfi . i. \�. �.i, I I- (Setback 'a� u! `�� i 'IU�� � N ) 48' • ,from a 7 ;; �:- � ��• / � ' 7 / �J r (Proposey 1 'Eatw y 1 - JOB: IF.1_I %" L,yj ooepnnt) _ `s SEPTIC � j II , . ' "-- ,' TERRACE N�� P 30 — RILE REI E N T�� -r % POUR 5-PROPERTYES LLC _ - — ll000 `t. LEacw POOL -`� �` I I R 9 .3 8' (RILEY S DENC 1 POND (185'0' .x-J I© EFNEW WATER`D / . = q .9 r 3410 VANSTON R OAD. O SF SPEWALL) SERVICE CUTCHOGUE. NYCOC4 _ ttl Well on AdJocent La 000 i i TOWN OF SOUTHOLD T.—.—.—.—.— t Oroa w5 N `•, Approx L«�Uon of A v n 5CTMs 1000-III-06-11 o�g txi iia 20:, NU ) fix`. --12�MflVE-_-- O�� I 4,m 2� EwaUng Samtpry 5 stem. ; ` Mp_ "Ui}CITY -vNSER+��----S . \ Clean Sand Bfi$�kFdl w/ \ DRYWELI�, 134,3,,' , -�E ���-l��R 9 pdRE -POLE —ELECTRIC and 0 IV Dia. x q' D i % r.- ------ -_ ` ` /�� ARCHITECT- W w/ Dome Top) P/ / /; E__,_, - - __-__-_____________- \W '' WAT �O LOT'31 g / NEW 200 AMP ` " METE 9 FREDERICK R. WEBER NORTH _ _ - _ _ p0 qz �_"-PANE BURY SERVIce' 9 41 EAST MAPLE ROAD SITE PLAN A — _ _ N z0 TOH� 6 01 62 NOY C . NYPAT 11940 VN Z�zza -�-_=v__ o, Ptj q0 .- 'so W ER MI PATH LO z 9 - - ai�tid s�, WATER MILL, NY 1199E 1° 20'-0 T 319 ' — u 4--"-" —'388.8 °� , oti 4 0 $' F� TEL i31 954-5555 PAX 63I 26I-1084 PROPERTY OWNER: FOURS-PROPERTIES LLC HOUSE W/ _ l �1�rT P 3 6 PUBLIC WATER Y g ` SEAL: ADDRESS: 3490 VANSTON ROAD _ _ „30C F9- _ SITUATE: NA55AU POINT SURVEY INFORMATION: _ _ _ � 'PAONrp TOWN OF SOUTHOLD NATHAN CORWIN, LAND SURVEYOR _ " _ ` `�` U'„�icv< P. rr” 00 SUFFOLK COUNTY. NEW YORK 1586 MAIN ROAD (PO BOX 14) _ n P/O LOT 318 JAMESPORT• NY 11941 1630 121-2090 FAX (631) 121-1121 TEST HOLE AMENDED MAP "A" of NA55AU POINT Filed in the Office of the Clerk of Suffolk County '+wtiw-a on August 16, 1922 as FILE NO. 154 McDONALD GEOSCIENCE PUBLICONNECTION TO SCTMtt 1000-III-OS-II SEPTEMBER 28, 2011 MAIN/CMETER R N . 2012 LOT AREA: 43,403 sF (0.996 Acres), To Tie Line -'---- EL +26' (+) --I Revised MAR 9, ZOIZ ZONING: R-40 .5' Dark Brown Loam OL Porch ONOV. IL, ZOII (10') OCT. 18. ZOII YARDS: (PRINCIPAL) (Sant.) OCT. 3. 2011 FRONT: 50' Brown Clayey Sand SC L REV.: SIDE (ONE): 15' SIDE (BOTH): 35' "t-r DATE: SEPT 21, 2011 REAR: 50' 5' J� YARDS: (ACCESSORY) �j SCALE : P - 20' FRONT: JOB NO: w2000I SIDE/REARAR : IS' ` LOT COVERAGE (MAX.): 20% DRAWING LOT AREA (To Wetlands): 39,640 (t) sf Pale Brown Fine SP 0 LOT COVERAGE (Allowable): 39,640 of x 20% = 1928 of O_ Sand PROPOSED HOUSE/PORCHES/TERRACE: 2212 sf EXISTING GARAGE: sf LOT COVERAGE (Proposed): 241.0 at / 39,640 all = 6.2% HEIGHT (PRINCIPAL) MAX.: 35', (2 1/2) STORIES O HEIGHT (ACCESSORY) MAX.: 22' FLOOD PLAIN: x No Water Encountered OF AS SITE DRAINAGE: PROPOSED SANITARY SYSTEM FREDERICK ROBERT AREA VOLUME (Required) DRAiNAGE STRUCTURES VOLUME (Provided) NEW HOUSE (4 BEDROOM- MAX.) WEBER 1000 GAL, SEPTIC TANK A* Porch/Terrace 890 sf x .166' Rain = 141.1 cf 8' Dia. x 4 High w/ 231 cF Dome Top (Traffic Bearing) 300 S.F. SIDEW,4LL >4RE�4 OF LE�4C1-IfNC� POOLS (1) LEACHING POOL, 8' DIAMETER x 12' DEEP B House/Porches 1322 sf x AV Rain = 219.4 cF 8' Dia. x 6 High w/ 253 5 cf !ARCHITECT Traffic Bearing Slab MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. 8' Dia. x 6 High w/ 253,5 cF C Driveway (Expanded) 1450 sf x .166' Rain = 241 cF Traffic Bearing Slab I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTE S FOR SINGLE FAMILY RESIDENCES AND WILL House and Porch Roofs to have Gutters t Leaders ABIDE BY THE CONDITIONS SET FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT. Connected to Underground Drainage Structures (Typ.) 8'0 Dome: 62 cF I' MIN. t 2' MAX. 8'0 Ring: 42.25 cf/Ft of Height CONCRETE LOCKING CAST TRAFFIC CHIMNEY DEPTH IRON COVER BEARING * Use Dome Top to Lower System /-TO GRADE SLAB -4"(D APPROVED PIPE, 1/4" PER FT. „ 4"(PAPPROVED CONCRETE MIN, PITCH PIPE. 1/8" PER FT. COVER O MIN. PITCH - _ � t FLOW DEPT_ °° i O0) Cb BAFFLE-- SE TIC � POOL HINC� c T�4NK � (�} �_���.��' i' ' 111, - _ --10 S 1 (300 . S.F.) 1 V (1000 G L.) 12 NOT ® HOUSE W/ � }- ,o _�4 O� N � WELL 13' 'MIN. LPI ' . _ u� .. ' -. - __ -------------_---16- I COLLAR i LAG i ` - -` - - R°�4).LINA ------7 �,O 1� 1 X 1�'' 7 1T - u) Lti P 1 ► - __ F1LE 20LIJ i , V - - ` ------ - 2 P/1 t ; i t I i __ --------------------- ---- `"J ry i I i I -„� I I SC FLA I ! ; ; ' i ------ ------ �- - --------------_ I 3' On' , ; I I ; ; i i '; / • — 52' r to r o +C � (MIN.) w , ; , I Ii , , r L---------- ---------------- ' '4T Q zWIL° G¢C'RA�GE G � U ' ' ' 1 r - _30 HIGH SEASONAL GROUNDWATER (MAX.) 00 �� �¢� ° u0 1 -4110 0 , —Test DRYWE�,L--- E'�`5�1� n° -32 ! C ����� , ,L , ' i / Hole / p \ "L FLA ; O '' ((�;' (8' IIra. x 6' D) '�4 �'R` "' _ fo. o 0 . �o ,, , , o !� is � O � r 1 :' � � 1 O r _Hay Bale/ , ._ .- _ / , -� , `3A O Silt Fence �0 c FLA 70 opus -----� 1 n 0� th , , ! ;' L DRAWING TITLE: F i , FLA Off¢, , 1 , 1 , ; , r t -u �, r " = , EXPAND ti -t 1 1 f ! l t I ,i;NEW ; DRIVEw --- --�P {{�g SITE PLAN �' I z REMp , �_ ``}FRA 1--STopy V' _{8 8 .14 8 i t VE _ o, o, , E I % �► +� 1 i ! , Q i'--' EXISTING _ ' oNi i, HOUSE i'' ► ' / , '� 2! STING r- ,ti ► q uz 1�2 qui u ; ! ' ' ; 0 L {• 1 HOUSE Wl STUCCOSTOf� _,z o t ► _ - r� N PUBLIC WATER a °;N �- HOU Io�y ► + - 0 1 �K�► ��O ct O ,, ( ;Setback ; pOSP'�) of I�Ouse i___ _ , 'f`' \\ JOB: UY �"^�. ► ti_ ' ootprint) ' • _ _„ \ SEPTIC -_ W / d ` —•_ - - ;' f.., NEW N 1 TANK-----r---- -nom ` I _ _ _ _ = TERRAC (1000 Gall) �o _ FOUR-5-PROPERTIES. LLC -- `,<_ _--- ___ E °o ` - 9 ,381 (RILEY RESIDENCE) ------ _ - = - _ LEACHING` POOL _____ �� , ; -_ '- _ - =�'r , (8' x-a2 1 EP;`----------- NEW WATER `ter — , DO NOT PROCEED WIT1 ! f FOUND ;' ;` --- _ `� , o SF SI�WALL) SERVICE �2 L= 4h.0 I .9� FRAMiN'� "`1•"•,'_ ,JRVEY 3490 VANSTON LOAD < < , r 1colvGN. V' y 1 L_ - , 150 1 1 OF FGJ °.TION CUTCHOGUE ICY '' •. ` ! i r i ' I I I '� i r\ M Ql ` '' ' — �1; — _ 1..�• Rodius t W211 On i `'1 1 ,_p l ti. M� �v ; I I 1 _ _ M\ Adjacent Lot 3� TOWN OF OUTHOLD W HAS t�_ . ,�: :D. g o;v ; iv Approx. Loc4tion of A v W , NJ�,rn \2 Existing Sanitary System, 20;-(Mir(,.) --R tV(pbE-____ _____ ��' SC7M I®00-111-05-11 E'xp:) 00 f-' 8 = �-' _ REA? -�1�}CITY thl�tflERGsRQLLt�1Q_--'y Pump-out t B�ckfiN w/ QBE p ELECTRIC Clean Sand �,, DRYWELI, 13g 3-, _ G�9 WIRE OLE SERVICE . o (8' Dia. x #' D `` `------------ _-- G \ \\ ARCHITECT: c;Wo/ Dome flop) P/0 % /; ___ ----------------------------_ I _ WAT • t LO 318 NEW 200 AMP '-�" METE \ A�mWED AS NOTED NORTH `- —.� O ` E-__ METER i METER 0., D 41 EASTTi MAPLE ROAD _SITE PLAN ` ^� QO '�TONR USE SERVICE ` i ------- S 9O. DAT�E� �': � GREENLAWN. NY 11140 VN U 90 9 �'%- F€€. 17t6 , iR)` 52 NOYAC PATH „ _ ,_ L p�- _ 0 - tid s�, ��+�1Y ��lIE�I�� WATER MiLL. NY 119'16 1 2 0 O 319 - �, o § AM fig 4 PM fiFOR THE 88.8$' �� f®1 �6lN§PEffI0N§ TEL 631 '154-5555 PROPERTY OWNER: U7-1/ r W\ 4 �° �: ®Uly��fi1®� �V®REQUIRED FAX 631 2LI-1084 FOUR-S-PROPERTIES LLC P10 �BLiC WATER ` �' _ _ Q� #Y p ,, 6 - ®�§b=� AM4fy6:,�6UMRI CAULKING SEAL: ADDRESS: 3490 VANSTON ROAD 3oc 8F9- §U� ®IV! €�€ fiRICA� SITUATE: NASSAU POINT SURVEY INFORMATION: - I��,�:��N�fiR91VION&ELECTRICAL TOWN OF SOUTHOLD �' ` I �$T� �E®M�� fi ®��:®: SUFFOLK COUNTY, NEW YORK NATHAN CORWIN, LAND SURVEYOR 1586 MAIN ROAD (PO BOX 16) y 1586JAMMA ORT, NY 1194'( ��� @!'I�fi U�fi10N l� �6C ODE fiM� �3``, ®�fi��C®C��OF NEW � 4U, P/O LOT 318 (631) 121-2090 FAX (631) 121-1121 TEST HOLE AMENDED MAP "A" of NASSAU POINT Filed in the Office of the Clerk of Suffolk County on August 16, 1922 as FILE NO. 156 McDONALD GEOSCIENCE � CONNECTION TO RETAIN STORM WATER RUNOFF �.�. r3sG O• '' PUBLIC WATER PURSUANT TQ CHAPTER 236 •�r�tAUG�� 012 -,-_ SCTM# 1000-111-o5-II SEPTEMBER 28, 2011 MAIN/ METER `` LOT AREA: 43,403 sf (0.996 •Acres), To Tie Line __ OF THE TOWN CODE. EL +26 (±) -'I Porch MAR NOV.MI6. 2011 ZONING: R-40 .8 Dark Brown Loam OL �'° '' " �' ' `"� ' (10') OCT. 15 2011 I y YARDS: (PRINCIPAL) z 9 P. , a, ,; (Sant.) OCT. 3, 2011 FRONT: 50Brown Clayey Sand SC �-•-.• SIDE (BOTH); 3E;' a -`?f,. .y ' `��=RT i F 1 G AT E DATE: SEPT 21. 2011 REAR: so' 8' �' -• � . YARDS: (ACCESSORY) - r�,,. �u l-' °��?���.. 1 A SCALE : 1' ® 20' FRONT: 50 SIDE/REAR: 15 PLUP��'3ErR CERTIPICATI JOS NO: w201101 _ 1 c� ' `•i` � CERTIFICATEOrO OCCUPAN CONTENT BEFOF Y LOT COVERAGE (MAX.): 209'0 DRAWING NO. LOT AREACOVE (To Wetlands): 39`390 40) sff Pale x 209'0 = "1928 sf Sand Brown Fine SP r i - ' sot DER USED IN WATE PROPOSED HOUSE/PORCHES/TERRACE: 2212 sf SUPPLY SYSTE!".9 CANNO EXISTING GARAGE: 248 sf �, �r %'e j r. . EXCEED 2. 10 Or %LEA . LOT COVERAGE (Proposed): 2460 sf / 39.640 sf = 6.29'° 1 "(1 a i PL:UN4B11� HEIGHT (PRINCIPAL) MAX.: 35', (2 1/2) STORIES HEIGHT (ACCESSORY) MAX.: 22' Q ALL ALU�1!BiNG WASTE 1-iNo Water &WATER LINES NEED FLOOD PLAIN: X Encountered TESTING E 0pP '',;r R1P r OF AS r!L ECTRIC L FREDERICK ROBERT WEBER ARCHITECT 18'-0" 18'-0" 4'-O" 24'—On B A6so on 3'_On 8'_On 31_081 5'-0" 5'-3 1/4" 1'-5 1/2" 5'-3 1/4" 15'-0" (8 Tr ads 12") r------------- --, 9------------- 11'e- /� \` I PATIO ® �/ _------- ��® �- Bluestone ( �}El +26'-6" 0 Ln 2Z,' Ia r10,Jr- 40 5,-$" Ir-4" dr_Ox �• ... °a �........ . ®r 1® "T 'i S�F'F3'OP I I I I4" TJI 560 F.J., 16" oc ' I • Bluestone 1 _ f I .l UP El +21-0" 1 ❑ 1 I ❑ I r .� O A—E -----_----------= ------------- , _ s )oo 6 l3) I�" LYL F.J. �.8-e_ _ _ _ _ _ _ _ _ _ _ __ _� _ __ __ IL /+ 1 I 1 I _urb >II I I I 1 I r I ---------------- ___�r_0ri ---- r 1 I I n co 1 II' I I I I in r I I `° O cn I I I SH R cn i BATH 2 I (3) I-4" LYL E.J. I i j I 1 u Tile) LU u 1 ' (Tile) 1 --_______________ ______________________-I= r j 1 \ \ / ^\ / ( Im" U 1$'-0" :s d U 1 4•_0^ I I rr 22r_an 1 10 1 O I I �( I I I•n \ o M Ben h u t I t l.J v I I I I STORAGE I I 4 I I Unheated UNEXCAVATED `� I r "- q 2 (P.Conc.) I fcn I I t I W12x58 Girder To of Slab I `I 1 0 �1 ' f P °i ° ............. �•.; .I................�.. �................ ...................................�...�.........i.�.L I � 14 TJI 560 F.J., 16" oc a> >I 1 I IJ • � I a•. t cn c17 I ' v x I I I= ( DRAWING TITLE: I I t f -� �t ` - I ( � CA I� I I f cn A # i + ' t o 0 0 o i I i;I i `�' rr I I = 6 FOUNDATION O --- j U o U I zo tris OD tx ld I i ' !^( I �� 1 �� I I a N I I fcy l °° I r 1 � I ' ' I U a S W IIS al 11 rr tt t"In t I I L_ _ 10' 1 5'-10" ()/ sC] 6 -4" 5'-10" IY D 9'-10" I 2" 3"-6" " X-6 6 15'-�f" 1 I I a- CA ------- --, ....Ee or r-------------------r �� 2 Down �_ __ I s P ♦\ : •. ......................... .. iT . 8 --------------, ...................................1 ! .I......... . — I Sin JOB: / I r--------i rWa Sink I --- Ire Rated Insul. r- ----- ------ I�q �I 4 Front Load j Door (45 Mm.) � �,,� IL----------------� i '2 W/D w/ Mahog t e I w/ Self-Closing NEl1I RESIDENCE: ----------- Counterto t I :o t Hardware --- � --' AMES GROPE TIES, LLC RILEY) -- Cabinet Above I W t GARAGE i �' jL_--_--_ -- / I �« �—I L _� 6n � I I � otI ---—— 2 n Unheated f Io Q I I 3490 VANSTON ROAD 4 P. Conc. Slab I r ! r I LOWER HALL LAUN RYI I 1 I I= CUTCHOGUE. NY q ttl > > r I I ----- I ! D w/6"x6" 10/10 I x ; ,� I CIA1 `L___=Ji II�_0^ 1 (Tule) I C s I� TOWN OF SOUTHOLD I WWF Reinf., t Icy \ �, I I-► I I I Pitch to Ovhd. Door r- r SCTM $1000—III-05-11 r x r n r n r r n r n r n ° ^ - ''--�. 1�'_$nl 3 6-3 10 - 4 '�-O 4" Water 8-2 `'� 6 I I- I I I i Heat r Heat j8rr -C Pe rrXrr 1 cX i°° 1 y 1 I — ARCHITECT: j I I Pump Gyp. Bd. on Walls r IO io I_ 1 I I 14" TJI 560 •, � and Ceiling l� � 1.4" TJI 560 F.J., 14" ocx FREDERICK R. WEBER I , 2 MECH. 1 t I II � Drop Slab 6" I I a' I ( I GREENLAWN, NY II'140 A6 I ----- I - -- ---- ----(P.Conc.)� 6" Step in Garage Li--------------� I MOTES: I �Z NOYAC PATH i I - I Down J I I WATER MILL. NY 11916 I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER L---- --, r— --------, I 200 Amp 8 Eire Rated Insul. I I PARALLEL PARTITIONS AND AROUND ALL OPENINGS. I I _ I 1 Electrical 2 Dobr (45 Min.) r_� _____________ I TEL 631 754-5555 I Pane �\-w/ Self-Closing r PAX 631 261-1084 I I I I .-Hardware 1 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. t I `� I L_ 1 L" -------- ' -- ----- --- ------------- I O 3- ALL WALLS SEPARATING GARAGE FROM HOUSE I O I 1 I SEAL: TO BE I-HOUR FIRE RATED (5/8" TYPE "X" GYP. BD-) ' -{- ALL STEEL GIRDERS BEARING ON P.CONC. FOUNDATION WALL TO HAVE 4"x6"A/2" B.PL. _ i i N (UNLESS OTHERW15E NOTED) I fi. ——————— I �= 5- ALL COLUMNS TO HAVE 6"x10"A/2" B.PL. I ----� t _ (UNLESS OTHERWISE NOTED) L I I 6- GARAGE SLA3 TO HAVE 6"x6" 10/10 WWF REINF. I I 1 PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. t I I I I- STEEL SHALL BE ASTM A-36 (EXCEPT I I PIPE COL WHICH SHALL CONFORM TO I I ASTM ASS ROUND PIPE). STEEL WORK SHALL CONFORM TO THE LATEST RISC SPEC. 18'-O" 18'-O" 4r_Ox �r_Orr l-Ir_Orr 8r_0x REV.: DATE: AUG S. 2012 SCALE : 1/4" = 1'-0" JOB NO: ts201101 DRAWING NO. FOUNDATION PLAN_ I/du It—Oil �0� O OF AG FREDERICK ROBERT WINDOW SCHEDULE WEBPR Unit Model it R.O. Area aEgress OpngARCHITECT ® UDH3226 V-2 "x 5'-1" 5.15 Yes ® UDH5610410* T-0 "x 5'-1" No © UDH3026 V-0 "x V-1" No OD UDH2822 T-10 'x 4'-5" No I8'-0" 18'-O" 4'-0" 241_Otl E UDH3018* 3'-0 "x V-9" No B O KUWI2 T-0 1/2 "x T-0 1/2' No 5n-0" 3'-0" 8'-0" 3'-O" 5'-0" A6 5'-3 1/4" 1'-5 1/2" 51-3 1/40 " 12'-0" "Porthole" No r n u • n r u O (Custom) 11-0110 (t) (12 Treads ® 12") I- 34-211 10 at-ON 6 11-006 30-Off 10 3 -2 l'-00 „ Model Numbers Refer to "Kolbe", Ultra Serres (Clad), Sterling Double Hung/Fixed/Awning, Lo-E-210 ------®-- ---�\\ w/Argon Glass KA A * Custom Size LU Window Seat ' v' Stone Bench t+- 01 �/ �� 918" AFF ``� -GL - --- ---- - - --- -`-- - ``� I'-6" Above cn O ----- --- ------- L---`---- --- --- - Terrace En DOOR SCHEDULE M I �' (Aboi/e) 1LU I 6„ 231 L O" 6n I ao -1 , Q _ Unit Model # Width t Height I I I t* I t I Front Door t Sidehtes 3'-0'x 1'-0' (Door) O ("Upstate Door Custom) M � :Q I i I I 1l Ir_ {2) I'-2`x 1'-0' (S.L.) � I t I Ceiling - p DnR >�g^ °0 I ___------------------=I-_=_T-----------_- -- - UXD5410-AL (French) 5'-611/16'x1'-31/32' Timber Rafters res (Typ.) ;rHi TERRACE J ...7.7..7........7............. 1 ................ �, Cfiimney w 2) Inswing French Door (R.O.) Bluestone �' �+ 142"x30' Stone Ve eer UXD2810-HR 2'-10 IAN T-31/32' Fir box, _ Inswing French Door (R.O.) "Azek" Trim Encasing [Mahogaing Rail '-O" "Above j j = o-i- L_ ; UXD2810-HL 2'-10 1/8'x 1'-31/32' P. Conc. Post (6' oc) Terrac w/ Balusters 5 oc I I GREAT ROOM , t Inswing French Door (R.O.) i I I Pine Plank Flooring( s I Clay Tile UXD2610-HL 2'-8 I/8'x 1'-3 1/32" in I I P I \� ` Flue --7- 77--7-.---------------=+------------------ .>t-.. - i ..................-................. -........................................ Inswing French Door (R 0) -- ------ -- //� On ,IR u, On I `t Comb. Air UXD4068-AL (French) 4'-3 3/8'x 6'-113/32" _ .t:.._ ,. I 0 = Outswing French Door (R.O.) / i_-_:_-�. - `� o , I A 2 I I Intake O /�\/� _ I t \\��� Terrace I I Fin. F1. I a cMv Model Numbers Refer to "Kolbe", , / I , O „ + Ultra Series (Clad) EI +B41-O" , EI +31 -O , EI + 6'-6" Inswing or Outswing Entrance Doors ri I \ , � � ` n n u n u II u 1 n 0011 n n u I Q I i� /.' i \ \ I I I , n n n u n n n I n _�n u n nl ---------------------- I n u I u nl n u nl t , +---------------------- , ---------------------- / X •`� II II II II II II II I II R1 II II I1, I w- T---------------------- , u u n n n u 1 — a u - u 11 u , H---ii---+I--- - --H---i1 —ii---+I---+It-- I II 11 II 11 II 00 1 II II 11 II I11 r \ -+I+--4+---+I---+I---+I---+I--- �=L2- I \ \ I 611 �" 8x8 Header 1 .�. \ \ � / / �� •t III II II II II II 11 I II II Il II II I I ISIan a I � v DRAWING TITLE: A (Cont. Ring L_ • I �'�, .i _-- I u l n n u 11 11 11 1 n u u u n 1 I -- -, Around t +- - SCREE . Pb C1� +: n n n n I u n u n nl `------------ ---- ------- DW I , A A6 �" 't "I n u n n u n n n Orn 1R I I I ___ Octagon) 1 t l Biuegt e. /' 1 1 u u u n P RGbLA I u n li n n 1 I On ' BeW. ' I t6 g ; , �. .�{ /' , : II II 11 II II I II I4 It It III I I , � 15T FLOOR i1' ii �lues�o e 1 11 11 11 ii ill I P i Ref] i I I-- — ------ %�'----------------1-. I ..,i.......,{.......1.1.......1{.......,.,.......I{....I. .,.......,{.......1{ ......!it.......1i.......1{.,..........1....1............ .................... 77 ------------------- n I n u u n u , 0o in O KITCHEN r1 n tl I a t aF / I ` �• I II n n u u u 1 n u n u u, I 2 2 3 -2 2 -8 n 11 11 11 u n I n 11 It 11 G n 1 11 u 11 n n ( t cn 11 111 r I A �-------- ------- I Bluestgrfe ! - `\ ` 111 II II II 11 II II to I 11 II -�11 11 IIT-- ( _ LL �Bench -------------- / I If -1----- 8x8 Posts �� ?C\ / I \ ,x /n u n n u I 1 n n = u I[ n I , / 1 �srtllllAreal7 r l n u n I n , °O (Rough Hewn) �v/ �� ,!� j I�`\ \ // i ii a li ii u u n - 1 n u , u u 1 Shelf Below Wrnd w 5 W � ! JOB: II II 11 II u u u = u u11 1l yll 11 y I / I NEW RESIDENCE: ` • ` ' / I i I \ ` � / � :o I t 't 9��E �� / // Bluestone I 2 " +>; I=011R—S PROPERTIES, LLC �\ ; 1s /_ i �/ i�/ al i in I 4 3 -O 4 2 -t 210 4 (2) I� /� // in � x I Bluestone I x Steps to Grade / I Heart I 2( \ o OIG o I / , (JAMES I ELLEN RILEY) -- __ > -'- rr rthold" I LIMEN v 1 .��\// �,\�,� \\Z- `t& Windows t� t ;., (5) Shelves I // I 3490 VANSTON ROAD \j__ 42 x30 _ __l/ = Stairwell I I I , / CUTCHOGUE, NY Firebox � o I d- , io - � / i (��I I I -- �' I TOWN OF SOUTHOLD v1 i FOYER , , I _ BEDROOF( = t I H LL I s o I o SCTM 81000-111-0'5-11_ I I I I ,� 2 / Ridge I 8'-O" 5'-O" j 6" I ^ '- " 4" 6'-811 16 L 4^ „I 8'-01' I to 4" �� � u, ___ t ARC]-IITECT: Attic Access I- , =I I 1 24 n 1 I rl 124 ! - Ir \�di \\�p I FREDERICK R. WEBER I N NOTES: e o G I 4 2- 4 0 4 �y i 41 EAST MAPLE ROAD FRAMING - _ CsREENLAWN. NY 11140 I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER A6 o I U _____ 1 3� I u \`� \` C 52 NOYAC PATH t 0JAI I j \` \\ WATER MILL. NY 11996 2. ALL SHEATHING TO BE APA RATED„ EXPOSURE i, 5/8 MIN. THICKNESS OR AS NOTED. , 3. ALL SUBFLOORING TO BE APA RATTED STURD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD L--_-___ I 6 3'- " 4' 1'-8" �� 8'-0" �� " i z TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. �G I TEL 631 154-5555084 o , i o , ` ` i FAX 631261-10®4 4. ALL HEADERS V-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. 'v I �►- �\ , __________ = � ------y � SEAL: 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS A5 PER N.Y.S. CODE OR A5 NOTED a 8'-0" O-C. I I i____, _ PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS, I 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, ------------- ------- p - Stairs, etc.) OR AS NOTED ON DRAWINGS. `- O'eraBle---�D '-------- ;{ ; ,€..�= f;. \`�•;,, 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. O OO f ' F F F Shutters -- 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY 'SIMPSON" OR APPROVED EQUAL. 2 -102'-8- AND 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL 3'-1" tl 4'-100 T-10" T-11" 2'-2" 3'-2" 2'-8" AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 6D 6 120 O.C. INTERMEDIATE. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. " r 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE ]BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE S PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" IA, GALV, MACHINE BOLTS a 24" O.C. REV.: 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15, BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING N T TO EXCEED 81. DATE: AUG 8. 2012 18'-0" 4'-0" 1'-0" Il'-O" 8'-0" SCALE : 1/4" = I'-O' JOB NO: w201101 DRAWING NO. SQUARE FOOTAGE: FIRST FLOOR PLAN NORTH o IST FLOOR: 1224 SF SCREEN PORCH: 268 SF 1/411 = 11—01, TERRACE: 689 SF OF AG FREDERICK ROBERT WEBER Bluestone Slab Stone Chimney ,ARCHITECT Wood 5hinqle��� Stone `. Chimney ` N , � Copper Gutters 1... t. r Wood Shutters (Operable) p.l r r r r Scre Ij u M � i i i r Panel in i t Maho ng i O p:l FrameLd I �� p.l r A r C EENrRCj �� PERGOLA p: n I „ qL Bluestone Pavers p I Set in Mortar ❑ �� I , �:I \ — E __—=---.------------------===-1 _ -----_____ _1 EI +36'-p„ 1 1 i Stone Wall " ----- - - -- ---- ---- --- -Shingle Flare I Sltpne Wall I I I EI +3� -O _ ��-(Over Stone) ----- ---- ---- -------_� ---------- ========------- -------- -- ---------------- ----------- ---__= T ------- LU _ -------- I Steps to "Long Island" I I I I I I i i Terrace i i I j I Stone Facing�a I I I I I I I 11 I I I I I • I I I I ! I I I I I I I I I I I I I I I I I I 1 arm I I ! I I I I I I f I I I 1 I I I I I I I ! I I I I I I I I I I I I I I I I I I I I I I I I I I 1 II I II I I II ! I I I I I I I I I I I I I I I I II I II I 1 II I I rI --------------- _J ------------------------------------------------------------------------------------------4 I---------------- LJ---- ------------------------------------------- � I L ----------------------- -------_ ----- ' e ' Y,�iY�9■ v 24'—Oft EAST ELEVATION DRAWING TITLE: Bluestone ELEVATIONS Slab (EAST/WEST) Stone Chimney ' Wood Shingle ` ROOF JOB: ' NEW RESIDENCE: MT� FOUR—S PROPERTIES, LLC / (JAMES I ELLEN RILEY) ot - --------_---_ 390 NANSTON ROAD CUTCHOGUE. NY ----- - ---- -------------- -- ------ ---- ---- TOWN OF SDUTHOLD li Vi _U I I I ------ --------------- ------- Copper t • iI I r Gutters SCTM #1000-111-05-11 I r I I' I ii I 1 '1 ARCHITECT: r I: n i t Mah6x6oAzekgany Rad, I I FREDERICK R. WEBER ; I Scre I �� 1• Clad P1. Is s. i Pane n in j 41 EAST MAPLE ROAD Oaho ,4 O O O j Balusters, 5"oc PERGOLA ;; i REE ORC Fram sang „ CsREENLAWN. NY 1110 52 NOYAC PATH LLWATER MILL, NY IldI16 I ElWoodl b1iingle + jj u --__--_-__--_-__-_-_--_-_ i - I TEL 631 154-5555 bidin -- ___ FAX 631 261-104 --------------- E 4 ------ ----------------- ------ ---------- ------- ----- I I I I I 4� /"Con§ stSEAL:r Stone Faci ig I I I I—+---------- — --- 1 I I I I ted'” :' '"I`''" ^ �• I I I I• I I I \ I I r1 _L' r_j I ' I I I 5 I = -- --------J s 3 4 I 6 I I I I O Q A I I "Long Island" I I I Stone Facing 1 I I ----- --------------- ----- — t --- -------------------- i ---- — -----------•----------------------- r� I II I I I I II I I I I I I I I I I I I I I REN,: I I I I I_ I 1 DATE: AUG S. 2012 24'-0" —- ! ---- �'-o" 18'-O" 18,_0" SCALE JEST ELEVATION JOB NO: 1401101 DRAWING NO. d d OF A8 FREDERICK ROBERT WEBER ------------------------------- ARCHITECT I I I I I 1 1 I . IN AV If I I4 I \ I I I I , I II ---------- — — — -- ------ ------ ----- — =__ -- — -------- -- — ----------------------- ---, — ------ ---- ---- _ — — — Copper ------ ---- I t -- — I I 'I `❑�/'4� ----_-- I -i::.lIIIIIIII IIII' I, —I1i-IIII I II II • ---��GC-u_ot_pt�pe_er=s ------- ——————— -- ———— ------ LG C PPE RICKET . I . ............ ...--- ....... .............. ..................a.. .. .....a ........ Tapered __"_A_z_e _k FREDERICK ROBERT WEEDER ARCHITECT Strap Over Ridge VentII "1/8" Pressure Treated Ridge Wood Shingles on LVL Ridge 12 5/4 x3 Lathe aOu Felt 8 5/8" Plywood 6x10 LSheathing 124x6 Ridge Rafter 2x10 RR, g "Hurricane" ursic „ 12 4x6 "King" 16„ oc Cl All Post Rafters 2x2, 8" oc 4 (2) 3x10 Rafter 8" F.G. Batts �,J 2x6. 16" oc w/ Ties, 5'-4" oc (R-30C) 6x8 RafterDecorative End Cut 1 Galy. Steel Angle Brackets1411 Copper Gutter 1x8 "Azek" Fascia Bd. 8x10 Perimeter 6x10 Pergola 5 1/2" F.G. 1x6 "Azek" Tr<G. 8x8 Header Beam Girder p Batts (R21) BCB Soffit of Freeze Bd. Post PERGOLA I 2x6 Studs, 0 16" oc -aI- M n° KITCHEN Wood Shingles SCREEN PORCH , 30st Felt '- v° 3/4 Subfloor 5/8" Plywood Bluestone Pavers Bluestone Pavers ("Adwantec"> Sheathing Set in Mortar Set in Mortar Over Fin. FI. Rubber Membrane EI +3'1'-0" " ' � (Cont. Sheet) EI +36'-6" 14 1 Joist. 16 oc °" "Shingle Flare" Stone � ;To Cover Stone) facing EI +36'-O" , El +36'-0" .� r I a.. .l. 4" P. Conc. Slab i i Steel Girder 5/8" T pe "X" 1/2"0 x16' �j w/ 6"x6" 10/10 : ' A.B.. 32 oc _ 2x6 Pressure Ggp_ B . Enclosing " , Treated Sill w/ WWF Reinf. (Typ.) I Reinf. Conc. Slab All Gara e S ace 2x2 Square Over Galy. Steel 15 Risiers g p Washer Sill Sea! t Copper Decking ("Lok-Floor") 8 i 5 1/2" F.G. Termite Shield Batts (R21) i ' I I i O j BASEMENT BASEMENT , 10" P. Conc. Found. Top t Bot. on 24"AO" DRAWINGTITLE: 4 ' " P. Conc. Slab 4" P. Conc. Slab w/ 6"x6" 10/10 w/ 6"x6" 10/10 Cont. P. Conc. Ftg• WWF Reinf. (Typ.) E1 +21'-0" WWF Reinf. (Typ.) i Grade 4 Long Island Stone Veneer Above Grade SECTIONS Varies -----J I t 4" Conc. BI. in Below Grade JOB: SECTION A FOUR-5 EW PROP RTTI SCE. L C 1/411 11-011 (JAMES It ELLEN RILEY) 3490 VANSTON ROAD CUTCHOGUE. NY TOWN OF SOUTHOLD SCTM :91000-111-05-II ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 52 NOYAC PATH WATER MILL, NY 11911 TEL 631 154-5555 FAX 631 261-1084 SEAL: /01 _ t A- fill REV.: DATE: AUG S. 2012 SCALE : 1/4' = 1'-0` JOB NO: w201101 DRAWING NO. Q OF A8 ROO — i HS C H D L RAFTERS TO ON FLFRAMEAT FREDERICK F I N S "FLYING GABLE" ROBERT SPACE FLOOR BASE CHAIR CROWN WALLS CEILING HGT. REMARKS ix8 FASCIA BD, WEBER 1x4 FREIZE BD. m 5/8" PLYWOOD _ � SHEATHING R v O � 0 ` v v '� W m w w u o ,ARCHITECT LU tQ rA w -- Z < w0 ¢ D !a �' cn C] �7 1 2x4 GABLE t- -► O O �n pp w w °- END WALL U Z U, z z o a z z (i w s z W zo _ _ --i O J w }- J ,�„ PROVIDE GALV. WINDOW CASING z U tr z u 0 a CL i= 0 1:0 to "HURRICANE CLIPS" FOYER (Coats, Pantry) O 9,—p" Batten Panel (38") ON ALL ROOF RAFTERS 10" KITCHEN QL 0 Varies Batten Panel (38") 1X10 R.R., ® 161, O.C. TYPICAL BUILD-OUT RETURNS O GREAT ROOM 0 10 (D 10 101 0 1 0 � Varies Batten Pane1 (38") OVHG. 8 CENTER OF WINDOW -� HALL (Loren) ® 0 91-0" Batten Panel (38") 2x8 C.J. >,. 16" O.C. AWNING WINDOW LL BATH I ® (D � � � � � q'—O" Wainscoting (48" High) __ __ NOTE: ALL PLYWOOD TO N GABLE END LAP TOP WALL PLATES N BEDROOM 0 1 COD (1) 10 1 0 01 1 0 Varies Batten Panel (38") -- IN..CONTINUOUS. . ..SHEETS. . . .. ..... .. .. C� �L . ..... ... .... .. . .... . . SCREEN PORCH 0 0 0 (D C) Varies E N D 9 I/2" F.G. BATTS ([R30) �., V"Ix8 FASCIA BD_ TERRACE 512x4 TOP OF 3/4" = i'-O" STAIR 10 Varies (2) 2x6 TOP WALL PL. �., 2x4, 16" O.C. IST PL. `i Ix6 TtG, "BEAD t CENTERBEAD", "AZEK" Z LOWER HALL ® O Batten Panel (38") (3) 2xIO HDR. (T'YP.) I SOFFIT W/ I" SCREENED F" Uj MECHANICAL � 0 � � � VENT STRIP TOP OF ROUGH OPNG. Ix6 FRIEZE BD. (Cut-Down) Z FOR "KOLBE" SLANGING ON 5/4 BLOCKING TO W LAUNDRY ® DOORS t DOUBLE-HUNG W GARAGE WINDOWS= T-3 11/3,2" LAP WINDOW CASING WABOVE SUBFLOOR CO STORAGE ® 0 0 d � BATH 2 0 � 0 0 0 �F- 81-091Wainscoting (48" High) 5/4 x 4 WINDOW " SHOWER CASING (TYP.) WINDOW HEAD FLASHING N WINDOW SIZE \ (VARIES) T r^ CEDAR SHINGLES i— 304 FELT 5/8" PLYWOOD SHEATHING 2x6 STUDS, 16" O.C./ TOPMAHOGANY RA L, 6" F.G. BATTS (R21) CHAMFER TOP EDGES 5/4 x 4 MAHOGANY Ixl STOPS, DECKING (ALT-"AZEK") (3/4"x 3/4" ACTUAL) ON 2x4 SLEEPERS : •4x4 TREATED POST RIP FOR PITCH (ENCASE IN "AZEK") DRAWING TITLE: 3/4" PLYWOOD 51UBFLOOR MEMBRANE ROOF OVER i 2x2 BALUSTERS o (GLUE t NAIL. TYP.) I/4" FINISHED PLYWOOD (I 1/2"x 1 1/2" ACTUAL), ' FLAS I G t 3/4" PLYWOOD DECK 5" o.c., TYP. `" SCHEDULES NEW 11 1/8" 2x4 MAHOGANY WALL SECTIONS I-JOIST, 16" O.C. PARTIAL BOTTOM RAIL, BACK 6" F.G. BATTS (iRl9) SHINGLE FLARE CHAJ+UTOP EDGES ER TOP OF BAND _ y/-IST 5UBFL. HA BLUESTONE IN iv MUD BASE I ALUM. HALF— iv f— ROUND GUTTER cel cy - BLOCKING \ ry m 3/8" PLYWOOD '--------- ---�----------- p ON FLARE NEW RESIDENCE:: BILL o , ��0 2x•4 BASE of o , o FOUR-3 PROPERTIES, LLC e \ COPPER TERMITE SHIELD I �i FLARE (ACO) I (JAMES It ELLEN RILEY) Ix4 TRIM BD. 2x6 ACQ SILL PL. W/ di I 3410 VANSTON ROAD cv - 5/8" DIA. A.B., 32" OC 1 I 2 3/4" i� CUTCHOGUE, NY _ 2]S/.4" 3/�4"� 5 1/2" �3/�4" 2 3/�„ ( I WINDOW 5/ " SCTM $1000-111-U 1000-111 05-11 THOLD CROWNBEAM —TYP . HEA Half Full Size D WINDOW SILL — 3" = 1'-0" � � ARCHITECT: Half Full size ELEVATION FREDERICK R. WEBER GYP. BD. 41 EAST MAPLE ROAD 3" = 1'-0" _ i i GREENLAWN. NY 11140 52 NOYAC� I I ATH 2" RIGID INSUL I I WATER MILL.NY 11916 a (RIO) I I TEL 631 '154-5555 N_ ado 2x4 STUD WALL I FAX 631 261-1084 Note: N% � w/ 3 I/2" F.G. — I I Sills — \ BATT INSUL (RID Window SI Occur Direct! _ t� _ I ( SEAL: 3/41, Above Countertops, N I3— VENEERI °'` 7 Eliminate Casing and '•i' - VENEERr�AbCttbo CIA Extend Backs lash to NEW P. CONC. I NEW P. CONC. Underside of dl - — BACK i/8" I/ 5/ WAINSCOTING FOUNDATION WALL I FOUNDATION WALL BAND { �ji WINDOW 5/ I t FOOTING t FOOTING I/4 I , J SILL 31/2" CHAIR RAIL I I = . . , Half Full Size WINDOW/ DOOR Hair Full Size 3, +' CASING— TYP. Half Full Size I I I (2) #5 REBARS I (2) #5 REBARS P. CONC. SLAB I TOP L BOTTOM. P. CONC. SLAB I TOP t BOTTOM, w/ WWF REINF. #4 REBARS 32" OC w/ WWF REINF. #4 REBARS 32" OC REV.: o I VERT. o I VERT. 00 v- - I ` \ b- - - - - - - - - - - - - - - I DATE: AUG S. 2012 SCALE : VARIES 6 MIL. POLYETHYLENE I 6 MIL. POLYETHYLENE VAPOR BARRIER I VAPOR BARRIER i JOB NO: w201101 CIA C*4 OD Lp 2" RIGID INSUL. (IRI I 2" RIGID INSUL. (RI - I r `n I WALL SECTION I WALL SECTION DRAWING No. I SHOE SHOE c4 1/2" 1/8" 1/8" I/ 3/4 I -O" 1/4" f4WIDTH AS REQUIRED 1/4" I I I _ I CASING ° r ° 010 8 " BASE � " BASE -4 " BASE MULTIPLE UNITS OF AS Half Full Size Half Full Size Half Full Size Half Full Size FREDERICK Joint Description Nall sizes Nall Spacing WEBE RT tuE�ER ROOF F?RA MING SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS Raft, to Top Plato(I'oe-nailed) 3-8d per rafter Ceiling Joist to Top Plate(Toe-nailed) 3-8d Pejo ,ARCHITECT Ceiling Joist to Parallel Rafter(Foos••nalled) 3-16d each lap 2 x 6 TIE g EACH RAFTER Gelling Joist Laps over Partitions(Few-nailed) -16d each lap Collar Tie to Rafter(Face-nailer 2-8d per tie ICE SHIELD UNDERLAYMENT Blocking to Rafter(Toe-nailed) 2-8d each and REQUIRED - 24" FROM EDGE Rim Board to Rafter(End-nailed) 2-16d each end HURRICANE CLIP01 WAaLL�RAalf�lNG TYPICAL. Top Plato to Top Plato(Faw-nailed) 2-16d ' per foot ALTERNATE POSITION OF Top Plates at Intersections(Fate-nailed) 4-16d joints-each side HURRICANE CLIP USE Stud to Stud(Facie-nailed) 2-16d 24"o.c. SIMPSON H3 Header to Header(Face-nailed) 16d 16"o.c.along edges Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud 2-16d per 2x6 stud 2-16d per 2x8 stud HEADER = MST31 METAL STRAP Bottom Platte to Floor Jolst,Bandjoist,Endjolst or Blocking(Faoa-nailed) 2-16d ''2 per foot SIMPSON H2 HURRICANE = s ALL JACK POSTS FLOOR F !tale CLIP NAILED. FROM PROVIDE 8d COMMON = w/ 4 - 8d NAILS RAFTER TO STUD. - NAILS g 4" O.C. AT EACH END - TYP. met TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d per joist Uj 5 - 8d NAiLS EACH END SHEATHING. SHEATHING TO LAP TOP Bridging toJoist(Too-nailed) 2-8d eachend Blocking WALL PLATES Blocg to Joist(Toe-nelled) 2-8d each end 0 Blocidng to Sill or Top Plate(Toe-nailed) 3-led each block z APA RATED PLYWOOD TO Ledger Strip to Beam(Face-palled) 3-16d each Joist EXTEND TO TOP OF TOP Joist on Luer to Beam(Toe-nailed) 3-8d per joist ul PLATE. Band Joist to Joist(End-nailed) 3-16d per joist Band Joist to Sill or Top Plate(Toe-nailed) 2-16d ' per foot ROOF SHEATHING Structural Panels 8d 4"o.c.perimeter zone SIMPSON MTSA i8-Z W/ other 6"o.c.edges of (6) 8d NAILS TOP t panel,12"o.c.Interior BOTTOM g 32" O.C. Diagonal Board Sheathing of panel 1"x W or 1"x 8" 2-8d per support 1"x 10"or v'iider 3-8d pear support CEILING$11OEA►THING e g Gypsum Wallboard 5d T'edge/10"field LU SIMPSON MTSA 18-Z W/ _ - 7. WALL.SHEATHING �(6) 8d NAILS TOP t BOTTOM g 32" O.C. = = Structural Panels 8d (see table 3.9) SIMPSON LTP4-Z W/ - = anels SIMPSON LTP4-Z W/ Fibsrboani 7 6d 3"edge/6" Id (6) 8d NAILS TOP t = _ _ _ (6) 8d NAILS TOP t BOTTOM a 32" O.C. FLOOR JOIST BOTTOM 32" O.C. 25/32" 8d 3"edge 16"geld Cl NAIL SHEATHING TO SILL PLATE TOP OF FOUNDATION 8d NAILS s 4" O.C. y 3 - --= ---= Gypsum Wallboard 5d 7"edge/10"frsld DRAWING TITLE: -: (SHEATHINGG T 0 LAP SILL PLATE) + ' - s'• •t 8 d (sea tab e 3.9)Partici toeane 8d sm table 3.92 — H5REBAR T 1. CODE DE i r� S 12) 2x65 ILL PLATES _ Diagonal Board SheathingCOPPER TERMITE 5HELD Q TREATED.. ���`• �r support ILL SEAL ( Y 1 x "e 1nx8n '`h t �T. �•" �' !f .rf 1 "x10" 0 r v5ds r3-8 d Per support x " A.B. " C SEE FOUNDATION DWG. w/ 2,x2 36 WASHER.DESIGN/REINFORCING ~, (H •`'r'. wr' - . . _ FLOOR SHEATHINGOT DIPPED GALV. OR STAINLESS STEEL) - - ISOLATE WASHER FROM Structural Panels SECTION SiLL PL W/ FELT STRIP ELEVATION 1"or less 8d 6"e:ag®/12"geld greater than 1" 10d 6"edge/6"Bald Diagonal Board SheathingHu JOB: 1"x6"or1"x8" 2-8d per support NEW RESIDENCE: + ISHEAK UUINNECTIUIN' 1"x 10"or voider 3-8d per support FOUR-5 PROPERTIES, LLC" LE)" DU0w%W'1"M' I Nailing requirements are based on wall sheathing nailed 6"on-center at the panel exp.If wall sheathing Is nailed (JA1IES ELLEN RILEY) 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall 3490 VANSTON ROAD be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. CUTCHOGUE, NY 2When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to --------------- be reduced to 1-16d nall per foot TOWN OF SOUTHOLD SCT11 #1000-Ii1-05-Il 1 I PROVIDE 8d COMMON NAILS g 4" O.C. RC AT ALL HIGH PRESSURE ZONES TCT: 1 1 , 1 . . . . FREDERICK R. WEBER ••-••--•• 41 EAST MAPLE ROAD GREENLAWN, NY 11140 DESIGN CRITERIA: 52 NOYAe PATH WATER MiLL. NY 119116 1 1 . . . . . 1 1 ------------- . . . . . . GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 631 '154-5555 FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 3,6° FAX 631 261-1084 j ;; ;; ;; ;; ;; ;; i; + I! w ;; 1 • - • •-• f I " x 20 GA. GALV. STRAP 1 i/4" x 20 GA. GALV. STRAP AREASLIVING _ `� it 11 II II II II II I II ,1 " •' . . • . . . . - - • - 1' . . f/4 40 `,_ ' -_N-_N--i--MI---:-N+MI-__yl--_:--_M--,• . . . . . w/ 5 8d COMMON NAIILS IN w/ 5 8d COMMON NAILS IN BEDRO 30 PSF L.L. TERMITE MODERATE TO HEAVY �... --�--- - ••• I II 11 11 11 I 11 , 1 1 -�.'- --«--;;--;;---;;------ -- --- --- --- --- ---.... . . . . . . . . . I gid" O.C. EACH END sib" O.C. - 1Ii . . . . . . . . . EACH END OMSDECAY SLIGHT SEAL: I . . . . . . . . . ' — ii li I . . . . . . . • ' 1 � a ° �, ;; ;� I; a �� 1 1 WIND SPEED i20 MPH ' " I ii I I/4" x 20 GA. GALV. STRAP " I ICE SHIELD UNDERLAYMENT REQUIRED - YES " 1 ; I; a ; I e II ii a I 1 . . . . . . . . . 1 1/4 x 20 GA. GALV. STRAP `\.•-••:. . . . SEI5MIC DESIGN CATEGORY B 1 , ri I I ii n u ii iI n 1 1 . . . . . • • / a 1 uu/ 5-8d COMMON NAILS TO . . . . . . . w/ 5-8d COMMON NAILS IN ,. ' FDN 16 0 C. A ND O.C. . . . . . ° EACH E gib" I I --------------- ❑ ' ,Q o - DESIGN CRITERIA: 3 • DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME f RIDGE CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. 1 PROVIDE 8d COMMON NAILS g 4" O.C. I AT ALL HIGH PRE53URE ZONES . . . . . . 2'-0" MAX. PROVIDE 8d COMMON NAiLS g 6" O.c. `----- -- ' .: WINDOWS - GLAZED OPENING REV.: ° 2 0 MAX. i AT ALL OTHER PORTIONS OF ROOF 1 - oma " TYPICAL. -----------1 ------- ---- ° Tom. DATE: AUG 8. 2012 f_ ° 2 - 8d COMMON . ° EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE r - �;�� - . • NAILS TO SILL SCALE i/4" = 1'-0' °k DEBRIS T PLATE O MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT .:• i oa;..; RESISTANT GLAZING, WOOD STRUCTURAL PANELS WiTH A MINIMUM THICKNESS JOB NO: 0201101 OF 1/14" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING PROTECTION. ATTACHMENTS SHALL BE 2 1/2" at8 WOOD SCREWS. 16" OC DRAWING NO. ROOF FDL A N '° , FOR SPANS UP TO 6 AND 12 OC FOR SPANS BETWEEN 6 AND 8, NOTE: HIGH PRESSURE ZONES ARE ALL AREAS : (N.T.S.) 4'-O" FROM ANY RIDGE, HIP OR GABLE END GARAGE DOORS TO BE RATED FOR 120 MPH WIND LOAD. Q COMP®N ENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR 0 OF AS ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT 4D DUPLEX RECEPTACLE WEBER W.P. DUP.REC.-WATERPROOF 0GFI DUP.REC.-GROUND FAULT ® DUP.REC.-FLOOR ARCHITECT 0 DUP.REC.-(1)5WITCH OPER. SPECIAL OUTLET O SURFACE MTD.-CLG. OP SURFACE MTD.-CLG. (Porcelain) •{� RECESSED-CLG. WALL MOUNTED 09 DUP. FLOOD O-> HIGH INTENSITY. SWIZEL, RECESSED O CLOSET LIGHT SHOWER LIGHT (Wet Location) ------------------ UNDERCAS. FIXTURE ® ® DOORBELL/CHIME W 0 EXHAUST FAN ------ --- ---- - --- ---- ---- - --------- PADDLE FAN I --- -- ---- ------- --- ! I t D I PADDLE FAN / LIGHT I 1 i i SP 1 I I i I ❑ ATTIC FAN t I Er I 1 i blight __ Tod of TIS Beam _ bw Voltage)_______ _ __ __ _ SPEAKER --- _.__.......... .._____- _...._._._._._-_._._. ......... TERRACE Step _._._.._.__. .... - - Light ----' � TELEPHONE (Typ.) ocation Above- I ove O CABLE VISION I by Owner i Mantle/ I - I �- I __ © COMPUTER (Cable d Phone) GREAT M �- IC and leer \ H� LIGHT W/ HEAT/FAN/NIGHT LIGHT I (Upllghts on T o le Ee Voltage) , THERMOSTAT ......... ........ ........... -- I - ------------------ - FAN/LIGHT I I SMOKE DETECTOR i -t---- ---t- - \ Locate n ,� I sP bg O ner® Gco CARBON MONOXIDE DETECTOR k \ \ t I �\ \ /^ I 1, SWITCH , \i,, �i, \ \\ '\\\I II Ii i �� \�\ \`\i\ ♦` n --.----- ou , 3 SWITCH 3-WAY lights on To Ie Beam (Lbw Voltage) /< I - — -- ---- ...... - . -------- ___------- 1 SWITCH 4-WAY-. - - --- ---+,----H----+,----H---�---�---�--- -- ---�+-- I I �p SWITCH W/ DIMMER n n n n n u u n -I�u +,n n n n I W.P. I i -H�--+, •H---•H----H----H----H----H --- ---+1 H---+�1-- n u n u n n I Pendantts -- `� , $w DRAWING TITLE: �. �� i/•/ 11 nl u n n u n u n u n n u ni 1 i I w ! SWITCH WATERPROOF ! '�. � i • nl i n n u u n n n n n u n I v ----- i n u n i u n n n n I - ,----- ----- DW SCREE . PID CIS /• I :, "� , ,i „ „ „ , „I I ; eN.� I I ELECTRICAL `- � JS JAMB SWITCH i / •, n n n n P�RGbl-A i u u if n u I KEY PADRef. , IST FLOOR t — : I '/ /i.,_, •II\�\.C''��l�. III ;,, un l nn un .. ..nn nu ,nni.......,nni.......,uui.......,nni.......,nui.......,nni.......,nniiiiiii.,ii I Upghts on f Tie Beam (LpIwi Voltage) .......... — EXISTING--------n -i— ————--ae ....... ....... ....... - ----- —'-- !1`ILit/_' ; i( /\ / '/,i i /,'i/� , // /`/ II1fI \\\`\\ \� \ \�` \ I :I1---nnIl--+nnn+i---nnn---nuun nninn�---nHnnn---nn❑uH---nnuHn---unnui� unuu---+nnHu+----+unnn�------++nnin+iT+ii --- - iI ———— . .�. KI HEN II _ Track Lightshts (Qt 5) on Underside of Tie Beam4. „ I I , n u n n u u n n u nI 1 III w IL � -------------' -- -Hi---H -H -H----H - -H----H---H---+H--- dRef t if n n I 3 FI O `FYGFI t JOB: If u u n u u u -- ! --- ' NEW RESIDENCE: Grill O Hose i STAT S PANTR I �, FOUR-5 PROPERTIES, LLC x\ I \ ,x � Light Propane Bib I (JAMES I ELLEN RILEY) LINtEN 3490 VANSTON ROAD CUTCHOGUE, NY t iFOYER I I T C " I ' BED M i TOWN OF SOUTHOLD i t l HALL I I I SCTM #1000-111-05—I1 J I ARCHITECT: I FREDERICK R. WEBER I I I I 41 EAST MAPLE ROAD i To I - \ GREENLAWN, NY 11140 sem-nt I �AFF \\ 52 NOYAC PATH ! WATER MILL, NY 119'16 \ I — ---- TEL 631 154-5555 FAX 631 261—tOQ4 ELECTRICAL NOTES: elld • I I- RECEPTACLES ItSWITCHES TO BE "DECORA" (LEVITON), WHITE. I I � �-------- ------- SEAL: 2- DIMMERS TO BE "DIVA" (Slide Control), WHITE. '------- 3- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. I -1-------------------------i AC #I P . :. 4- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. --- --------- ------- _ 5- ALARM CONTRACTOR SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT, CO AND LOW TEMPERATURE ry '' To Post/ DETECTORS PER CODE (MINIMUM) AS WELL A SECURITY ALARM SYSTEM. PROVIDE CENTRAL STATION MONITORING. 6ights f 6- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. 1 1- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES i EQUIPMENT. e } ELECTRICAL NORTH FIRST FLOOR P N REV..- ELECTRICAL EV.:ELECTRICAL_ FIXTURES: APPLIANCES : PLUMBING NOTES: DATE: AUG 8, 2012 OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION it ALL UTILITY CONNECTIONS BY CONTRACTOR i- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. I- CHANDELIERS (GREAT ROOM, PORCH, ETC.) I- RANGE: 36" WIDE, DUAL FUEL, (6) BURNERS- PROPANE, OVEN- 30 AMP ELEC7RIC 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. SCALE : I/4" 1`-O" 2- KITCHEN PENDANT 2- REFRIGERATOR: 36". DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. JOB NO: w201101 3- BATHROOM WALL SCONCES 3- DISH WASHER: PLUMBING, ELECTRIC 4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. •4- SURFACE MOUNTED PORCH CEILING FIXTURES 4- BEVERAGE REFRIGERATOR: 24" WIDE/UNDERCOUNTER, DEDICATED/GROUNDED 15 AMP RECEPTACLE 5- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-CUFF VALVES IN BASEMENT. 5- ALL DECORATIVE EXTERIOR FIXTURES 5- KITCHEN HOOD: EXT)=RNAL BLOWER, 900 CFM 6- ALL SINKS ARE TO BE UNDERMOUNT . 6- PATH AND POST LIGHTS (12OV, Line Voltage) 6- MICROWAVE: DEDICATED/GROUNDED 15 AMP RECEPTACLE 1- PLUMBER TO PROVIDE "T" CONNECTION IN MECHANICAL ROOM FOR IRRIGATION SYSTEM. COORDINATE W/ DRAWING NO. 1- WASHER: FRONT LOAD IRRIGATION CONTRACTOR. 1- PADDLE FANS 8- DRYER: ELECTRIC DRYER 8- PLUMBER TO RUN AND CONNECT PROPANE PIPING FOR RANGE AND GRILL. ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: I- ALL PORCELAIN FIXTURES 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO" 5"0), HOUSING I TRIM (White) 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. 4- UNDERCABINET KITCHEN FIXTURES. OF EM ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT dU DUPLEX RECEPTACLE WEBER W.P. DUP.REC.-WATERPROOF 0GFI DUP.REC.-GROUND FAULT ARCHITECT ® DUP.REC.-FLOOR 0 DUP.REC.-(1)SWITCH OPER. (p SPECIAL OUTLET O SURFACE MTD.-CLG. OP SURFACE MTD.-CLG. (Porcelain) RECESSED-CLG. ►'O WALL MOUNTED N DUP. FLOOD 04 HIGH INTENSITY, SWIZEL. RECESSED p CLOSET LIGHT Hose t'J SHOWER LIGHT (Wet Location) Bib UNDERCAB. FIXTURE ----------------- / �- -- \ ® ® DOORBELL/CHIME ----------- 0 EXHAUST FAN �J ' Zel ------- PADDLE FAN \ I -------- / \�r�--------------------\\ I �!' PADDLE FAN / LIGHT -J j• STOflP i I J I ' _-- ATTIC FAN U I p I i i i 5P SPEAKER I i t t TELEPHONE L 7-1— — — — — — — — — — 1 f t I ' 4" Curb ' = ' __�� Q CABLE VISION 111'.... ..1. I I •-• I --____-- -{�_ ____-- ---____-- COMPUTER (Cable t one LIGHT W/ HEAT/FAN/NIGHT LIGHT ' ' ' ► i I t ; i t Q THERM05TAT j I 1 1 SH 1 I I II 1 I tgh. FAN/LIGHT I r 1 SMOKE DETECTOR ' I --------t ', I I P &0 CARBON MONOXIDE DETECTOR STORAGE I SWITCH ' I UNEXCAVATED $ SWITCH 3-WAY i I a SWITCH 4-WAY 'L III v SWITCH W/ DIMMER ... / I i t. .. ................................ I r I SWITCH DRAWING TITLE: 1 3.......... I I $,� WATERPROOF I I .t. . I 1 1 t I 1 J5 JAMB SWITCH ELECTRICAL P KEYPAD t I ''i• •I''''•. I I II I t 1 I EX EXISTING FOUNDATION I I � I I I 1 111 t I l • ( I ; I I I I I I I Hose 1 l -----------f1- q Below �,.••'" '•••. / I I � ....,—' 3 1 ` � Bib ...... cJ.ew. e........�.-.-.7.767 - Countertop - ------------i .. r........ ................................... ..t.......... ..Ejec or.......1.. .................................. r--------, r�--- —� Utll. --- — I JOB: i -------- — NEW RESIDENCE: ' -}�- ' ' \\\ I W ' e ' I I \` \ ---------- '' ,'' / L__-_-_-- TIO�it�r I-� I O i i ------------- ' FOUR-5 PROPERTIES, LLC ` / Bib j , _____ I , ;-f —1 ; IJ14MES ELLEN RILEY) •' • • 3490 VANSTON ROAD ` +-t r, - ' ' I To 1'sl=- Above t 1 , I CUTCHOGUE. NY �"1 ► ► I I r f' I11-0#PHALL '`� N RYI Countertop P t I I 1=1eof-- , p I I TOWN OP SOUTHOLD t I I SCTM $1000-111-05-11 ' L------J I I C I I 1 I j I ' Water Heat %3 eat r Pump I I I t ARCHITECT: FREDERICK R. WEBER i t P I I 41 EAST MAPLE ROAD j i i MECH. i I i GREENLAWN. NY 11140 t ' �. �► L -------------I I 52 NOYAC PATH ----- - 3- ---- ------, �, P I WATER MILL. NY 11916 LL i r t-------, r----------, ' 200 Amp r-I-----_----- pt j I TEL 631 154-5555 t i 1 Electric I FAX 631 261-1054 Panel 1 I 1 II r---- ---------� 1 L----------J L--------- ------------------J , SEAL: t t Ir----------, r-------------------------------J AC 311 ---------- I / \� ELECTRICAL NORTH FOUNDATION PLAN I I I L J 1/4" - II-Oft REV.: DATE: AUG S. 2012 SCALE . 1/4° = I'-O" JOB NO: w201101 DRAWING NO. OF E2 FREDERICK ROBERT WEBER ARCHITECT rr B A6 c-----------------r / ul r— — --r----- --- — -------- —, I > (Abot e) >> 1 I it I cv I 1 2x10 R.R., 16" oc I / 2x10 R.R., 16" oc I I a- 1 I IC141 I N ... 1 (2) 3x10 Rafter Tie W/ 14x6 King Post (Typ.) _ TERRACE I -.-.-.--..-----.------------- ------------------ -- - r— -----� ---------------- /_ w fYl / N 1 16X6 1 1 I I Post t cr 1 ► I if GREAT ROOM I . I SMI r j If I , — --------- --------- L------------------ \ � 1 _. if \ I n n n nI I I <� II 11 11 11 11 II II 11 11 11 11 II III �, • �\ , /� , `� ` II II II II 11 11 II 11 II 11 II t! III --"-------------------- -------------------- 11 6x1b -- .......... ............. , � /, , ♦. `,I 1 n 1 n u n n n u u n n n I ---------------------- x I X\ h Grrdern II n n u n u n n AA6 t1II11 :•�1'I �.•��� �t,'.(�y'�C�T\\ �,/�'\�I!�II/\��,� / i / ,,/, / `' 1II1'II'•�%'III('II--+nnnunn,+lIlI-•--1nnuntnIn+�+Il--.----A--+n11n1nuI++1l1I--�a—>_----•+Hnnun„-----•--+nuun1---+nunn1---�nnuu1--- ll IIIIIII 6x6 4I---+--- ___-N---+---11---i1+-- _4i-.-11- 14—•—W —II— -1I—•Mr• Post „+1--- II1 ——————— _—--� I1I A6 DRAWING TITLE: 8x8 Header nl . 1 ------------- RFE 0 C / 1 II III 2x10 R., I6" oc(Cont. Ring L_ II II 2x10 R.R.. ROOF FRAMING Arn PIt1RGbLA Octagon) (1ST FLOOR PLAN)uouLIU n n .......{.......n.......li I{.u...1{.......I{. ...I{.......{...... {...... { H � 1 — --————————_ %-//——————————— II 11 II __ ___:__I______________11 II II II It 11 11 if 1 Q' I �! R���c/ / �, / I \ `\ � \• iil 11 ii ryiiii ii ii ii iii I I I M KITCHEN _ I _ � / I ` — .- I 43 ii ii ii ii ii ii L 4ii ii ii ii I I 1 1 f— �O •r' `� —_--- 1i n 10 it it If it it 11 i1 n n n I I I 1 1 �J11 n u n n II n n n nl 6X110 dirdenl —n 11 r1 n a 11 11 nl /L--------------- y —++ --+{---+1---++---+i-- +1----H---+1---+1---++---+1---+1---�1 -------- _ _ ................................ I � / (2) 9 , I �/• .\x, /,� \ fix,/ -- '--H---+,---M--- ---*---*---•�---44---+,---+1---+,---+i+-- ----- ,�1 f ' t ___i_____� O OO ______________ , I t I 8x8 Posts , f I \ , ,11 11 11 11 11 11 ii 11 It ii 11 II II ,� I JOBS 11(Rough Hewn) ` �` I I ` , n u n I n 11 n u n u u n u I ( v i g I �� > I1 11 11 II II 11 11 11 I _ I NEW RESIDENCE: I d) I I, n i FOUR—S PROPERTIES, LLC STAIRS �!' / =x I (JAMES t ELLEN RILEY) ,> I I Twl i J;! �`Q�' `v I 3490 VANSTON ROAD ------ 1 cn —X / 1 CUTCHOGUE, NY rYi!' I TOWN OF. SOUTHOLD , FOYER j j r BEDA O,F'1' uo SCTf1 !(1000-p1-05-11 I i I t H LL 1 1 ” i. Rid_-- ——————— 2x10 R.R., 1 oc I I I 2 x10 t c!J., I6 oc �- I �`� I ARCHITECT: I ---I--' +�O -7) 1 > FREDERICK R. WEBER = X > I 41 EAST MAPLE ROAD R 1bt M t N NOTES:T S: B 1 i 2 R.R. 14" o< i xl0 R.R., I6'"dt I _ `~ I GREENLAWN, NY 11140 I I A6 _ (3) q /2" LYL I \` I N i 62 NOYAC PATH I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER I -' WATER MILL, NY 11414 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. I — x `` C14I -- 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD L------ 1 �I ` N �v I TEL 431 954-5555 I toFAX 431 241-1084 TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS V-O' AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS. T-0' AND OYER WITH TRIPLE UPRIGHTS. 1 6x6 =1 `� (2) 9 1/2" LVL `�I ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL ! 3-2x8 IN 6' WALL OR AS SHOWN ON DRAWINGS. Posy (2) 9 I/2" LVL (2) 911/2" LVL (2) 9 1/2" LVL t----------------'' SEAL: 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED s 8'-0" O.C. ------------ I PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. t r I C�` YC �- ------------- --------1-------------------------� 2x10 R.R.. 16" oc / AGK r" ��'''T� 6. DOUBLE FRAMING AROUND OPENINGS (Skglights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. ,� �� `•VIA S. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY SIMPSON OR APPROVED EQUAL. 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL ry 14 `'VIII jr u� AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. cFljq r5s�a Q����' 10. PLYWOOD SHEATHING TO BE NAILED WITH 80 9 4' O.C. EXTERIOR EDGES AND 6D 9 12' O.C. INTERMEDIATE. II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY 'SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHIALL BE "TRUSS JOIST' TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD ,AND BEARING POINTS AT A MINIMUM. A SINGLE 13/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. REV.: 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. DATE: AUG 8. 2012 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEEDS'. SCALE : 1/4' - I'-O' JOB NO: x201101 DRAWING NO. ROOF FRAMING ( FIRST FLOOR FLAN ) NORTH cry OF 51