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Home My WebLink About40928-Z zt%z= Town of Southold 1/31/2018 P.O.Box 1179 53095 Main Rd 1 # Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 39481 Date: 1/31/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1875 Calves Neck Rd, Southold SCTM#: 473889 Sec/Block/Lot: 70.-4-48 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/12/2016 pursuant to which Building Permit No. 40928 dated 8/23/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING A COVERED FRONT PORCH AND GARAGE ADDTION TO AN EXISTING ONE FAMILY DWELLING,.PER ZBA DECISION#6963, DATED 09-15-2016, AS APPLIED FOR The certificate is issued to Coogan,Maureen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0060 01-21-2018 ELECTRICAL CERTIFICATE NO. 40928 09-05-2017 PLUMBERS CERTIFICATION DATED 01-16-2018 Gr J. Bw Jr. r !Juthrignature TOWN OF SOUTHOLD y�FFot,� t BUILDING DEPARTMENT '~ � TOWN CLERK'S OFFICE /�• {; 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#: 40928 Date: 8/23/2016 Permission is hereby granted to: Coogan, Maureen 79 Kensington Rd Garden City, NY 11530 To: construct additions and alterations to an existing single family dwelling as appplied for per SCHD and Trustee approval, as well as DEC NJ letter. At premises located at: 1875 Calves Neck Rd, Southold SCTM # 473889 Sec/Block/Lot# 70.-4-48 Pursuant to application dated 8/12/2016 and approved by the Building Inspector. To expire on 2/22/2018. Fees: SINGLE FAMILY DWELLING -ADDITION O ON $1,616.00 CO - ION DWEL G $50.00 To 1: $1,666.00 Building In ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Swom statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. New Construction: Old or�Pre-existing Building: (check one) �Q Location of Property: j r!5 L/9�ti VPS �`- Q� �Scm+i\ t House No. Street Hamlet Owner or Owners of Property: 0 V1 Lt/ Suffolk County Tax Map No 1000, Section �� Block 14 Lot `c Subdivision Filed Map. Lot: 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 SOUIyQIo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richert(c�town.southold.ny.us Southold,NY 11971-0959 Q �yC4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Coogan Address: 1875 Calves Neck Road city Southold st: New York zip. 11971 Building Permit#• 40928 Section: 70 Block: 4 Lot: 48 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 79 Ceiling Fixtures 21 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 13 Wall Fixtures 30 Smoke Detectors Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures $4 CO Detectors Sub Panel 70A A/C Blower 3 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances pW Dryer Recpt30A Emergency Fixture Time Clocks Disconnect 200A Switches $g Twist Lock Exit Fixtures �] TVSS El Other Equipment: 5- Exhaust Fans, 12ft. Plug Mold, 1- Range Hood, 1- Paddle Fan, 4- ARC Fault Circuit Breakers, 20 KW Standby Generator with 200A Transfer Switch. Notes: Inspector Signature: 2Date: September 5, 2017 Ir 0-Cert Electrical Compliance Form.xls Town Hall,53095 Main Road ® Fax(631)7'65-9502 P.O.Box 1179 � Telephone(531)765-1803 Southold,New York 11971-0959 f7 BUILDING DEPARTMENTTOWN OF SOUTHOLD A,D I JAN 2 6 2018 DD CERTIFICATION 7 TOWN OF SO'i; rHOLD Date: CDO I Building Permit No., �0 owner. ? YI ��pp (please print) Plumber: C3 �O C (please print) I certify that the solder used in the water supply system contains less thea 2/10 of 1% lead. lamb i ) Sworn to before me this clay of 20j L� K,t, • Notary Public, u.--J of k, County VICKI t B E R R" Notary Public- State of New York No. 01 BE6070081 Qualified in Suffolk,Cod y� 4ommission Expires of Of SOUlyO6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: i DATE INSPECTOR y�Of SOpjy �e N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH.)-,.,,,, [ ] ELECTRICAL (FINAL) 7 MARKS: Y�sfi C i V c - ►� Y to DATE l INSPECTOR �b��q SOUryo �o • io TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECPON /1F UNDATION 1ST [ ROUGH PLEIG. UNDATION 2ND [ ] INSULATION AMIN STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC (FINAL) REMARKS: kqv "jjm6' D t r� G .0u DATES INSPECTOR OF SO(/1�� o��UUNi'1 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTR AL (FINAL) MARKS: e-.r"*V1ww-j C V- � S Y ' � Apt b s r✓ o DATE INSPECTOR 01� CONSTRUCTION , INC . D P.O. Box 934 + Cutchogue, New York 11935 JAN 2 4 2017 Tel: (631) 734-5217 + Fax: (631) 734-5249 BUILDING DEPT, TOWN OF SOUTHOLD January 23, 2017 Town of Southold Building Department PO Box 1179, Main Road Southold, NY 11971 Re: Joseph and Maureen Coogan Residence 1875 Calves Neck Road Southold, NY 11971 Building Permit Number: 40928 Building Department Officials. Spray Foam Logics, PO Box 408, Mastic, NY, license #49874-H, is the company performing the insulation work at the above address. Related to that work, the attached technical data sheet for QuadFoam 2.0, Arctic Seal from Quadrant Urethane Technologies describes the closed-cell, spray applied insulation that is used throughout the residence. Very truly yours, Eugene Burger, President - -- --• ••• • log a_naCRJtI t't1?S - 1 P i t (�j Urethane Tecitno2�gues VO QuadFoam*2.0 Arctic Seal" is a tWo-component,2 lb. closed-dell,spxaY-applied,rigid polyurethane foam system It is s?edally formulated for application to low temperature substrates(0'F). Passed AC 377(NFPA 286) Appendix X without any ignition barrier. QnadFoam® 2.0 Arctic Seal' lets you keep working all winter long and provides exceptional insulation with an R-Value of 6.5 per inch.A low viscosity, "HIGH YIELD"2.0 Ib,closed-cell material that is excellent for insulating, air sealing and noise reduction. It contributes to providing a self-adhering,seamless building envelope that reduces air,dust,pollution and pest inffltradmL This spray foam has been specially formulated to meet the intent of the International Code Council(ICC)building codes and is usedprimarily as a moisture/vapor barrier,air barrier and thermal insulation on above and below grade interior and exterior applications. QuadFoam°2.0 Arctic Seal'has been tested in accordance to NFPA 286 according to AC 377, Appendix X for Ignition and Thermal Barrier as noted; Ignition Barrier not required in accordance to ICC ES AC 377 Appendix X June 2011;15 Minute Thermal Barrier of 14 dry mills of DC 315 Coating required in accordance to 1CC-ES AC 377 Appendix X June 2011.TPR2 F10E can also be used as a thermal barrier at 12 mils dry mills. Spray Foam Insulation Advantages Typical. Physical Properties Reduces Energy Consumption Controls Air IrmBltration DensityIS to 25 pcf ' Vapor Retarder ASTM D-1622 Closed Cell Content > 90 * Controls Moisture Infiltration ASTNI D-1940 * Structural Properties Tensile Strength 42 psi - High R value Per Inch ASIM D-1623 Improves BOO?Aa Query R-value at 1 inch 65(90 day aged) Structural Properties ASTM 0-518 Zero ODP Moisture V ao r P 1.0 perm @ 1.5 in. For proper use of this Quadrant insulating material or ` SIM E-% 0.75 perm @ 2 in. any polyurethane foam,please refer to the Quadrant Air Permeance 0.001 efin/ft2 applicatianinformation and any of the following codes ASTM 8-2178 cr guidelines: Dimensional Stability < 12% - API Fire Safety Guidelines for Use of Rigid ASM D-2126 Polyuredu to and Pol)-hocyanurate Foam. Compressive Strength 25 psi Insulation in Building Construction(AX230) ASTM D-1621 Sound Transmission Coefficient 41 (STC) ICC.International Building Code,(IBC), Section 2603 ASTM E.9045/E413 Noise ReducdcmCoefficient .2(NRC) - International Residential Code,(mg, ASTM C-423 Section R314 Flammability Flame Spread <25 - Polyurethane and Polyisocyanurate roam ASTM E-84 at 4 inches Smoke Dev. <450 Insulation in Building Construction(AX230) Im vow QO-s""I Report Number: 3459 Report Number: 0272 Q .-T1neLu�xtnhKsorrrwagemotsdi(aitrdfrontLtbnmion�t�rrtint��bandtfAmwrnyasg0&W11s.Fmrivcm-kwihjAmXdtrot COlf�rdmithotMa:d�nsity.Ocreult atem�iiiesrtnatraaysh(gh,rtlrnfrmrigeeorratiu{ys:sndadxinbRamimeskin�Frnwisn tylddusssJapplio:fron,exolrena�rntnirniedftinju rtr. WPW �- 1 2017 Rev.5-09/3ej2o13 iaN MAR-131W=DM4 flff.From: ID:BURGER CONSTRUCTION Pa9e:001 R:-94x TO`N'OF SOUTHOLD p-2 QuadFaamOZO Arctic Sealr" APpL.TCAT� NIN>~nI2MaTr7pj�j STORAGE AND USE OF CHEMICAL S Stnrage temperatures should be50-SOT for several days before use,and shou:d n of exceed 901.170 not store in direct srutW Keep nuns closed whentwt in use and under air or d dry ni50_ presage of 1.2 psi alter they have been opened.Shelf life is six aronths from date of atanu dare when stored in original u:itop¢ted containers at50-80'F. SAFEK4NDLMG OFLIQUMCOMPONENTS Caution,contents guy beimder pressure.Loosen the small bung first and allow any pussies so releasepebrto removing.B-component may froth at elevated temperatures.Avoid prolonged breathingof vapors.In case of chemical contact with eyes flush with water for at least 15 mirtules and gel atedicsilattcKrtiofi Forfurttler information refer to"EviDI-Based PolyuretheneFoamSystems:Guidelineefor SafeHandlingandDisposal" PublicatimAX-119 published by the Allimneefor the Polywettranes Industry,Arlingfi)m dA. EQU PI W-NT AND COMPONENT RATIOS The rnfieratio is 1 to l by vohune.Thepre_heaher and hose temperature should be set at 105-135F, APIMICAT70M GUIDELINES Qattxi ORO"20 Ardle gUl-is saihtble for appBcadort to most construction materials including wood,masonry,concrete,and metol mendAD dforces tot psprayedanion h foam he shoulder tufes or;andfraeofoi4grew",dew and or frost QuadFoama 2.0 Arctic 5eal-is recommended for applications where temperatures are below 40'F and above 0'I%. Dc not exceed?inches application thickness for closed cell foam for each layer.:1llow at least twenty minutes between eachpaosto allow far coo applied to reach"desired thickness and R•value. ilng•Mu7tiPk layers canoe As with 411 SprayPolytuethane Foamsystems,proper applicationtechrdques must be followed,Exmvlescf im e not limited to,excessive thickness of SPE off ratio material and a r into or under rising foam Potential resins of Improperr installed f techniques ,SPF t are include dangeroudyhigh reactiontemperstures that may result in fire offensive odors that may ox tray not dissipate o t installed loam must be removed and replaced with properly instaledSPP Imps pex T Foam bX"latiort is combustible.Heataourees such ascutting torches,space heaters and welders must not be used in dose proximity to any foam. FfA'ISREDFOAM PROTECTION The finished surface of the sprayed polyurethtnefoam should be protected from sutxliSht and ultraviolet rays,whkh rancausedasting and discoloration.Protective coatings designed for use With polyurethane foams are available from Quadrant Urethane Technologies FIEALTX& S"EZ y Due t eyed-end appropriate nA these components,vapors and liquid aerosolspresent duringappikationand for a short period thereafter must be protective awasures taken-to minimize polental risks from overexposure through InhaLatimskin,or eye contact. ThesepmkKtive mmsurea include:adequateverd&tion,safety training for installers andothex•Aorkem use of appropriatepeso+alprotective equipment anda medical sur aill We program,All aSHA,NIOSH and other regulations(as applicable)must be followed,See oar website and MMS for more informoticat BUILDING CODES Building codes rumire the installatlonof anapproved-thermat and or ignition barrier between the foam iromlationand the occupied space, such as?h inch gypmm board or other tested and approved m serials.Refer to specific building codes for details. QUANOMMO 2.0 Aretk SeWt has been tested in accordance to WMA 286 according to AC377 Appendix X for Ignition and Thermal Barrier as noted%Ignition Barrier not required in accordance to]CC-ES AC 377 Appendix X Jane 2011;15 Allnute Thermal Bartter of 14 dry mills of DC 315 required in accordance to ICC-Its AC 377 Appendix X Juns 2uil. 7beiefemeton twgin is b aukrasstamers m dew—ft-hearer as products are suitable for aselt• avaorts-The Casmrrn assumra lull d"mn1 mtlmt of avBabtWy of psodW for IDs intsndsd uss ar a sR and Ns t for�°,it�oxed,taaang,and odravrrttre, _ PPS 4u+d<aNrhtdwnrTariwelaateaKarraMernlythetltxmderlals�elltr�lesspe Iceftons:tMsWarrantybInaeuofst assuesarldidatwwhatsoemaaswtheseu �mekrial uydswud w#mviedyy"tpahis Y anrwarnrryafinemluntshlityamrorslneticularpurpose. Arcordingly,truyer Fol7reroadhentosnymwnawodedprooyore&shallrelfe.eQt*AmdUsetha TwAAd with9mmorOster cLhnstrttekmitrdtothe PWCltaseprkeMthe mueW. aIOesofatlRaba nYpen to torrakrlatorthe usedwred. I Ur\ � Rev-5-09/30/2013 JAN 2 4 2017 MAR- Ta From: IO:BURCER CONSTRUCTION Pa9e:002 R=94% TOWN OF SOliTHOLD FREDERUCK 41 EAST MAPLE ROAD, GREENLAWN, NY 11140 ROBERT 52 NOYACK PATH, WATER MILL, NY 11916 WEBER (631) 154-5555 AROb1TECT D rM F V l5 D JAN 5 2011 January 4, 2017 BUILDING DEPT. Town of Southold Building Department TOWN OF SOUTHOLD PO Box 1179, Main Road Southold,NY 11971 RE: COOGAN RESIDENCE 1875 Calves Neck Road, Southold,NY SCTM#1000-70-04-48 PERMIT NO. 40928 Building Department: As Architect for the Coogan Residence, I inspected the new poured concrete footings, new foundation walls, foundation dampproofing and strapping. The work was done in accordance with my plans and specifications. I offer the following additional notes: The new concrete footings were poured a minimum of 3' below grade. The new concrete foundation walls were poured 8"thick with anchor bolts for sill plates. The tie holes in the concrete walls were parged and the foundation walls and footings were dampproofed below grade. Strapping was provided from sill plate to box beam,box beam to studs and studs to window/door headers(over plywood sheathing). All rafters were strapped to top wall plates with hurricane clips and rafters were strapped over ridges. If you require any other information on my review of the foundation walls and strapping, please contact me. This repos an be supplemented with pictures if required. �P`GK R. � d � h V;pq truly y0 `S, F derick R. Weber, R.A. FIELD INSPECTION REPORT DATE COMMENTS Q � FOUNDATION(IST) •-Y� ►-� y ------------------------------------- FOUNDATION (2ND) O vwti 0 fa svry K Q,f� �—• I m o P. 'A, c*v ROUGH FRAMING& �y O PLUMBING r-- N i vi v `vA/ OK ' • o r INSULATION PER N.Y. STATE ENERGY CODE r n v J vl FINAL ADDITIONAL COMMENTS 6L L o 10- -1 .Ob E. c, �Z-� ( o J : kkt , rovK �' . A�4'd✓ z rn S►rkep1w . Sw lc�vv , _l J � b �o � z H x � d G tai Q y 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 (� c� Survey SoutholdTown.NorthFork.net PERMIT NO. l� l o"IY-7-- Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined _'20 Single&Separate Storm-Water Assessment Form 2� 1 Contact: Approved ,20 Mail to: vwec' G Webee, Disapproved a/c G(L'aaAL-A r Phone: %`h(� 15dr-55' 5 12 W V ' AUG 1 2 2016 Inspec APPLICATION FOR BUILDING PERMIT BUILDING DEPT. TOWN OF SOUTHOLD Date / 6 —,20(6 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 kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building 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,h ing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. Signature of applic name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder hzwal''ZA . WMGW'- _ A<4At-ti7ec;r Name of owner of premises I�wyk t: 1' !�' 4 C4� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. (� Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed w rk will bp done: House Number Street Hamlet County Tax Map No. 1000 Section __�O Block dam{' Lot V�j Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of pro osed construction: a. Existing use and occupancy $1htCol l l5r( dJV.� �l� �„� emke b. Intended use and occupancy- \�- Lj& tw aktgg &AZWI 3. Nature of work(check which applicable):New Building Addition X Alteration X Repair Removal. Demolition Other Work (Description) 4. Estimated Cost 4 (064 d 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 ot�l 6. If business, commercial or mixed occupancy,specify nature and extent of each type of use. + c n�� 7. Dimensions of elisting structures,if any: Front (,'I Rear ��' Depth.n� HeighNumber of Stories +. tiv Dimensions of same structure with alterati nst or additions: Front eo��1 Rear ;�T ,._, Depth '�� Height � Number of Stories 8. Dimensions of entire new construction: Front Rear Height Number of Stories/f11 q, C , , a ,��_r , e �;,,T 9. Size of lot: Front (00 Rear iq 1 ,+ Depth �JOt ly 10. Date of Purchase btt!r-, 1 15 Name of Former Owner M— j TIOWN MAI'tN 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law,ordinance or regulation?YES NO-K 13.Will lot be re-graded?YES NO.N�' Will excess fill be removed from premises?YES NO Z',oSWW A MA.aj&*j 19 P400 14.Names of Owner of premises C.Ot9a^N Address 6hRDUA CM W 1153Phone No tJ' V6 1'')'t1'm; Name of Architect N1,20VAtMe- Address hone No Name of Contractor 13t�I2 Co Address Pv 00p 954 Phone No.7-64-714 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_><_NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REe_1UIRED. b.Is this property within 300 feet of a tidal wetland? *YES x NO P- 9vat � V� * IF YES,D.E.C. PERMITS MAY BE REQUIRED. CN S ve, ,wTf 6u,or- N R449,Mc Wr`1� 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 NOX, * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) BLIM� C.K,_ 1PQ22te��being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH Notary Public,state of New York CNo.o1 BU6185060 (S)He is the a Asq� Qualified in 301*CO" A, (Contractor,Agent,Corporat fficer,etc.) Commission Expires April 14,2 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 thi ' " �—day of V 20 A w &�-o t-� Notary Public Signature f Applicant New York State Department of Envvonmental Conservation Division of Environmental Permits Building 40-SUNY, Stony Brook.New York 11790-2356 Telephone (516)44440365 Facsimile (516)444-0360 John P.Cahill LETTER OF NONJIIRISr)I TIt1R__ Conm�oner TIDAL WETt nNnc August 25, 1997 Mr. & Mrs. Russell Mann RE: 1-4738-01166/00004 1775 Calves Neck Rd. Mann Property Southold, NY 11971 SCTM #1000-70-04-48 Dear Mr. Mann: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that the property landward of an imaginary line drawn between the seaward edges of two existing substantial man-made structures greater than 100 ft. in length, constructed prior to August 20, 1977 as shown on the survey prepared by Van Tuyl & Son, dated October 18, 1965 is beyond the jurisdiction of Article 25 Tidal Wetlands. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that 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 necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Ve trul ours, Per MMR t Administrator M cc: G. Strang/ BMHP File BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK i PERMIT NO. 8829 DATE: JUNE 22,2016 1 ISSUED TO: JOSEPH & MAUREEN COOGAN PROPERTY ADDRESS: 1875 CALVES NECK ROAD, SOUTHOLD SCTM# 1000-70-4-48 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 22.2016 and in j consideration of application fee in the sum of$250.00 paid by Joseph& Maureen Coogan and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: I Wetland Permit for the existing two-story dwelling with attached enclosed porch and attached garage; remove the existing second-floor; raise existing first-floor walls; construct new 1,418sq.ft. second-floor; construct 468sq.ft. addition to dwelling and first-floor renovations; and as depicted on the site plan prepared by Frederick R. Weber,Architect,last dated May 9,2016, and stamped approved on June 22,2016. i i IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, I and these presents to be subscribed by a majority of the said Bo as of this d �Ag F91,t o � _ i Michael J. Domino,President 0� SO - Town Hall Annex l John M.Bredemeyer III,Vice-President �� 0 54375 Route 25 P.O. Box 1179 Charles J.Sanders Southold, New York 11971 Glenn Goldsmith Q Telephone(631) 765-1892 A. Nicholas KrupskiO Fax(631) 765-6641 �y00UNT`1,�� BOARD OF TOWN TRUSTEES D � TOWN OF SOUTHOLD J JAN 6 2018 CERTIFICATE OF COMPLIANCE TO vVii OF SOtTIHOLID # 1403C Date: October 23, 2017 THIS CERTIFIES that the existing two-story dwelling with attached enclosed porch and attached garage,• remove the existing second-floor• raise existing first-floor walls, construct new 1,418sq ft second-floor,• construct 468sa ft addition to dwelling and first-floor renovations, enlarge the existing seaward side 412sq.ft. bluestone patio an additional 212sq.ft. with a stoop, for a combined total of a 624sq.ft. bluestone patio with a new bbqrig illing area; At 1875 Calves Neck Road, Southold Suffolk County Tax Map#1000-70-4-48 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 20, 2016, pursuant to which Trustees Wetland Permit#8829 Dated June 22, 2016,was issued and Amended on February 15, 2017 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existing two-story dwelling with attached enclosed porch and attached garage; remove the existing second-floor; raise existing first-floor walls; construct new 1 418sg.ft second-floor; construct 468sq.ft. addition to dwelling and first-floor renovations, enlarge the existing seaward side 412sq ft bluestone patio an additional 212sq.ft. with a stoop, for a combined total of a 624sq.ft. Bluestone patio with a new bbq grilling area. The certificate is issued to JOSEPH&MAUREEN COOGAN owners of the aforesaid property. A e Authorized Signature BOARD MEMBERS �rAF Sol Southold Town Hall : Leslie Kanes Weisman,Chairperson � OHO 53095 Main Road•P.O.Box 1179• Southold,NY 11971-0959 ; Eric Dantes Office Location: Gerard P.-Goehringer G Town Annex/First Floor,Capital One Bank George Homing �� 54375 Main Road(at Youngs Avenue): Kenneth Schneider NVI Southold,NY 11971 http://southoIdtown.northfork.net RECE VE ZONING BOARD OF APPEALS TOWN OF SOUTHOLD SEP 9 2016 Tel.(631)765-1809•Fax(631)765-9064 l.LI�tXXX2 outhold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING: SEPTEMBER 15,2016 ZBA FILE: 6963 NAME OF APPLICANT: Joseph and Maureen Coogan PROPERTY LOCATION: 1875 Calves Neck Road, Southold,NY SCTM No. 1000-70.4-48 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY,ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated May 2, 2016 stating that this application is considered a matter for local determination as there appears to be non-significant. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under-the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTSMESCRIPTION: The subject property is a nonconforming 15,843 sq. ft. waterfront parcel located in the R-40 Zoning District having 125 feet of frontage along Jockey Creek. The westerly property line measures 150.18 feet,the easterly property line measures 191.75 feet, and the frontage along Calves Neck Road,to the south, measures 60 feet. The parcel is improved with a one and one half story frame home with an enclosed porch and an attached garage as shown on the survey prepared by Nathan Taft Corwin, L.S. last revised February 23,2016. BASIS OF APPLICATION: Request for Variance from Article XXIII Section 280-124 and the Building Inspector's April 20, 2016 Notice of Disapproval based on an application for building permit for additions and alterations to an existing single family dwelling, at; 1) more than the code permitted maximum lot coverage of 20%, located at: 1875 Calves Neck Road,(adj.to Jockey Creek) Southold,NY SCTM# 1000-70-4-48 RELIEF REQUESTED: The applicant requests a variance to increase the existing lot coverage on the subject property to 20.6%where the code permits a maximum of 20%, in order to add additions to the landward side of the house and attached garage, (adding a front porch, and new 15` floor bedroom and bath, '/z bath and enlarged attached garage)and adding to the second story. The rear of the home toward the water is to remain unchanged. Proposed additions totaling 540 sq. ft.are depicted in a four(4)page site plan (A-1 through A-4)prepared by Frederick Weber,Architect,dated April 11,2016. r\; •G Page 2, September 15,2016 #6963,Coogan SCTM No. 1000-70-4-48 ADDITIONAL INFORMATION: The subject property is non-conforming in size and is adjacent to a bank along Jockey Creek. Current definitions of the terms "bank" and "bluff' in the code reduces the calculation of the buildable area and compounds the problems of creating a dwelling that is similar in size to others in the neighborhood without creating non-conforming lot coverage. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 1,2016 which time evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(D. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed additions have been designed to minimize overall lot coverage with a small addition of 540 sq. ft.,to the existing footprint, The proposed improvements will result in a dwelling that is similar in size and architectural character to others in the neighborhood. 2. Town Law 5267-b(3)(b)(2).The benefit sought by the applicant cannot, be achieved by some method, feasible for the applicant to pursue, .other than an area variance. Alterations to the proposed improvements which require .6% more than the code permitted 20% lot coverage would result in a less functional architectural plan The proposed construction will comply with all area setbacks and will not expand closer to the waterfront. 3. Town Law 4267-b(3)(b)(3). The variance granted herein for 20.6% lot coverage is not mathematically substantial,representing 3%relief from the code 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 5267-b. Grant of the requested relief is the minimum action necessary and adequate action necessary to enable the applicant to enjoy the benefit of a newly renovated home with lot coverage exceeding what the code permits while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variance as applied for,and shown on the Site Plan pages A-1 through A-4 and prepared by Frederick Weber,Architect dated April 11,2016. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Page 2, September 15,2016 #6963,Coogan SCTM No. 1000-70-4-48 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one (1)year terms. Vote of the Board.- Ayes:Members Weisman (Chairperson),Dantes, Horning, Goehringer. (Member Schneider not present)This Resolution as duly adopted (4-0). Leslie Kan6s Weism n,Chairperson Approved for filing 7 //ro/2016 §Co'tt A. Russell �d°S" '� STOR IMMA\T)E]k SUPERVISOR ' 2 1M[A\N A\�G IElt IENIF SOUTHOLD TOWN HALL-P.O.Box 7179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 'own of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET FAUG 15 2016 ( TO BE COMPLETED BY THE APPLICANT D C_ CDIL _ DOES THIS PROJECT INVOLVE ANY Or THE �t'VING Yes No CHECK ALL THAT •\PPLY) AUG 16 2016 i I!ii ❑ A. Clearing, grubbing, grading or stripping of land which affects more E than 5,000 square feet of ground surface. BLUDINGDMr. TOWN O gO I l ❑ B. Excavation or filling involving more than 200 cubic yards oma"R! within any parcel or any contiguous area. L' C. Site preparation on slopes which exceed 10 feet vertical rise to j` 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. a 0J E. Site preparation within the one-hundred-year floodplain as depicted' on FIRM Map of any watercourse. i� F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management lj1 Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. j( If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, I Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witfi your Building Permit Application. APPLICANT. (Property Owner,Design Professional.Agent,Contractor.Other S.C.T.M. 1000 Datr. District NAME. �Q + 'e� an --_ Block Lot -- _ - -----:-- FOR BUILDING DEPARTMENT USE ONLY Contact Wornimm �`f�✓�, Y� ''� � ��,f�/� y� Reviewed By: �— — — — — — — — — — — — — — I - - — Date_ I I Property Address/ Location of Construction Wor — — — — — — — — k: — — — — — — ('� p � �� ` l ' Approved for processing BuildingPermit. ( �M; ��Wt%� N Ems... R12�� Stormwater Management Control Plan Not Required. �' uT6UD, � - - - - - - - - - - - - - - - - - � Stormwater Management Control Plan is Required. i (Forward to Engineering Department for Recie\ J FORM - OS-TOS MAY 2014 APPLICANT: &C.T.M. 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contradet.Other) — Q .� 5z�c� _i 4Q�-^� Stormwater Management Control Plan CHECK LIST k "" S M C P -Plan RtKluirements Pm�icfe ONE copy of the Building Permit Application. rh9s r4Ni iDate- VS4 The applicant must provide a Compicte Explanation and/or Reason Im not prm iding all Information that has lleen Required by the following Checklist! I. A Site Plan drawn to scale Not Less that G0' to the inch MUSE' YE NO NA If You answered No or NA to any Item, Please Provide Justification Here! shoe all of the following items: If you need additional room for explanations, Please Pro\ide additional Paper. a. Location & Description of Property Boundaries h. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. ti--TJ ri� ReGIDS14rA - W of the Site Boundary as required by §2:16-17(W). �h "il'J�t r1C �" �i�.Gl✓ .. d. 'fest lisle Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. 511E t 5 C-��L1 CL97zsAw fid TCLP <>F . j. Existing& Proposed Contours of the Site )Minimum 2'Interxal;; g. Location of all existing& proposed structures, roads, Aft REQUIRED driveways,side\alks, drainage improvements& utilities. ngineering at 765-1560 before h. Spot Grades& Finish Floor Elevations for all existing & Backfill,urt provide Engineer's Certification proposed structures. a erains has been installed to rndp. I. Location of proposed Swimming Pool and discharge ring. �!d 610~v,Vr4r oot..., J. Location of proposed Soil Stockpile Area(s). k. Location of propoved Constructitm Entrance/Staging Area(s). Leo (4 w W S 1 r I. Location of proposed concrete washout area(s). I ; m. Licaiion of all n•o o.,LNI ero"ion&solullent control measures. EROSION&SEDIMENTt 2. Siorniwatcr Managenneni Control Plan must Include Calculations showing Shall include but not be IIM*tPd*A that the storn-mater improve rnents are si,rLd to capture,store.and infiltrate on-site the run-off'from all tnnperA taus surfaces generated by a two(21 inch 1 E,Itl d Me, rainfall/storm ekent. n 3. Details&Sectional Drawings for stormwater practices are required for appro\al, dimll Of exPemd arjWbr iwfive soils. BUILDING DE Items requiring details shall include but not be limited to: TOWN OF SOUTH LO a. Erosion& Sediment Controls. b. Construction Entrance&Site Access. �"Rt�t� DRt�J Std c. Inlet Drainage Structures (e.g.catch basins,trench draws,etc.) d. Leaching Structures te. .infiltration basins,swales,etc.) * ** FOR ENGINEERi SPAR A T USE ONLY I a Additional information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. r' Approved By: - — — — — _ — — — — — — — — _ Stormwater Management Control Plan fs Complete. Date: t� l(o l SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 pF SO(/Tyol 0 Town Hall Annex 1 [ J ( Telephone(631)765-1802 54375 Main Road v, y[ 'ax(631)765- 5Q2 P.O. Box 1179 rogerxicherttown.sollt�OlU.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Date: Company Name: G S �� Name: (,--vA /2 2 1 41Lt-o License No.: Address: ,o Phone No.. Sly "1/6 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: �rP��S' ��C v�.t �1Ji's-fes ,a D J4k-A 775 . *Cross Street: *Phone No.: 3 73 S� i-7 Permit No.: Tax-Map District: 1000 Sectiow, -7 C) Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES Rough in Final *Do-you need a Temp Certificate: YES NO Temp Information (if-needed) Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other FNew ervice: Re-connect nder round Number of Meters 1 Change of Service Overhead 4dditional Information: PAYMENT DUE WITH APPLICATION t 82-Request for inspection Form �_ 4c, pF SO(/ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1 179 G • Q Southold,NY 11971-0959 'Q i �tCOUNV,� January 11, 2018 BUILDING DEPARTMENT TOWN OF SOUTHOLD Fred Weber 41 East Maple Rd Greenlawn NY 11740 Re: 1875 Calves Neck Rd, Southold TO WHOM IT MAY CONCERN: T Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Placard(VF)required Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. 7'Final Health Department Approval. / Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) V Trustees Certificate Of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 40928 —Additions/Alterations Jarski, John From: Burger <burgerconstruct@aol.com> Sent: Wednesday,January 17, 2018 5:31 PM To: Jarski,John Subject: Permit#40928, Coogan Electric Meter Attachments: Coogan Electric Meter.pdf Hi John, Thanks again for your help today with the spray foam information form. Attached is a photo of the electric meter at 1875 Calves Neck Road in Southold. The permit number is 40928. 1 believe this is an open item. Thanks...Ed Wassmer Cell: 516-581-4577 Burger Construction PO Box 934 Cutchogue, NY 11935 631 734-5217 T 631 734-5249 F 1 D�ta� l 76 _ �/ SIF TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNERQar o STREET VILLAGE DIST. SUB. LOT FORMER OW12 1 N E ACR. S � W1�4 TYPE OF BUILDING RES /6 , - + SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND W IMP. TOTAL DATE REMARKS 3 4P © 0 $ b,,,r(r.— hl Sc4 w .ti al T SPY( �1 01 A& /7_�.rm.: °zl�X 6 3.� /� ,/ .J' �j_7e, �;Gj� 2 '. f< <,�s /I` `,aq,,a Vic. avu tell— tb 5 o—Ll / 5 �.- vra � AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Ac re _ 3 Tillable FRONTAGE ON WATER Woodland I FRONTAGE ON ROAD 6 G Meadowland DEPTH House Plot BULKHEAD Total DOCK , ` 2 , n IN ■■■ r ✓ Y 1,71,Z Z, r n '� ■ ■■■■■■■■■■■■■■■■■■■ ■■ ■■■■ ■ ■■■ &MEN■■■■■ orIN NOUN ■■■■ ■■ ■■■ �L'�!I!■ ■■iM1©r■iii■■■■■■■ ■ R . MEN ME ■■■■■■■■■■■ ■■■■■■ ■ ■ENNE■■■■■OMEN■■■■■■■■■■■■■ �1■MMNME .M '�!!N■NEE■■EN■ f i P �v 1- Ae KO Pow. stem: i D I ' 1 SURVEY OF PROPERTY SITUATE SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-70-04-48 SCALE 1 "=20' DECEMBER 20, 2015 FEBRUARY 23, 2016 ADD TOPOGRAPHICAL SURVEY AREA = 15,843 sq. ft. (TO TIE LINE) 0.364 ac. CER TIFIED TO: FIRST AMERICAN TITLE INSURANCE COMPANY JOSEPH COOGAN MAUREEN COOGAN NOTES: O2F 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM oo° EXISTING ELEVATIONS ARE SHOWN THUS:15-D 0o EXISTING CONTOUR LINES ARE SHOWN THUS: — s yaa F.FL.- FIRST FLOOR p ��• \}�O G.FL.- GARAGE FLOOR TB - TOP OF BULKHEAD BB - BOTTOM OF BULKHEAD 3rTW - TOP OF WALL �O BW - BOTTOM OF WALL r 2. FLOOD ZONE INFORMATION TAKEN FROM: Olk�4f �♦ °�r� O B FLOOD INSURANCE RATE MAP No. 36103CO166H o\\\\\ S 64. •�,�� 3 � �9; ' �\ ZONE VE: AASETFLOOD FLOOEDLEVAT WITH ONSLDETERM NED HAZARD (WAVE ACTION); ��1 O• �Tr\\\\ \\ 3 15, D< <O' 0, '� l ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. \\\\ \� w -08' F / 3. LOT AREA TO THE BULKHEAD = 15,365 sq. ft. To\\N \�\ °0oo��k -2-8x BUILDING AREA = 1,797 sq. ft. OR 11.7% OF LOT AREA. y�0ra (INCLUDING HOUSE AND PORCH) ♦ x� °�A \ \ \ C ` �S �� ,��, 4. LOT AREA TO THE TOP OF BANK = 11,370 sq. ft. .'-wa \ 48 BUILDING AREA = 1,797 sq. ft. OR 15.8% OF LOT AREA. LSI y6 c� \ r/� ~ x� ooe �� (INCLUDING HOUSE AND PORCH) IgA 17.3 V L ` y� R 2S�% ``s�G S F F�^ Sj ^� ,. yam\ \• 4.0 , = 17� 15.3 3 Q- Fq� FTP�c fitio�o� T] \ \♦\ \ 1 N x 3.6 t° 1 A x-Lrz g 19 22 p 1 AVER \ �Sl��, H� x1S `rTpp� \ \ \\\ �so x-Lfz7 \r6.o \ \y`'��P�7��`-Q4\T EE\ S9 6 hyo cF �. / i \ ► Po :o e / c ac��°o \ \ \\\\\ \i\�\\ 110 15.815.1 opo �E / 15.80 ► o �� ► '4� °j�/ ti0 \ 15.1 \ ! \ \ FpVN �s 15.0 i ► Q�pa� \: Vie• 9Cci` �` s SBP, 6.G 5. � ti .v. ops a \.\ � S •! ,, o ,, r�Ac,1. v ,SCS 15.6 v ► \. AOG q ATF 14 �� v Q' \ > v ► x \ M 01. 4" TRE pNC.CO x V` Jaz \ 16.9 24" TREE 16.5 15 4 \�S$ .JO ♦ �� \ 0 , PREPARED IN ACCORDANCE WITH THE MINIMUM ► r` ► ` i\ O�'A ��Q STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 1 \ T BFORTHE SU H USE.B AND APPROE—NEW-.YORKAND ST TE LAND \ TITLE ASSOCIA 0 1 o �0 6� p\{gyp MON 15.3 O„ w '� 9101 IE5TERRER �` 't IR T�.'�e� o �w•p0,•, ''� \ 5 7g'�L� 3 CHARLELDI E FIE5TE L 0'X\ o ,s F o^ s c� 67 kAAP)SO N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE 09 EDUCATION LAW. Nathan T of t Corwin COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isoksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegnp L.S. LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys — Subdivisions — Site Plans — Construction Layout TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 35-270A I' MIN. l 2' MAX. TRAFFIC SITE DRAINAGE: CONCRETE LOCKING CAST BEARING CHIMNEYDEPTH IRON COVER BLAB TO GRADE ,4-0 APPROVED TEST HOLE DATA AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME(Provided) PIPE. 1/4" PER FT. 4"0 APPROVED CONCRETE McDONALD GEOSCIENCE A/B House/Porches (2) 8' Dm. x 5 High w/ MIN. PITCH o PIPE, 1/8" PER FT. 2295 sf x .144' Rain = 381 ct Traffic Bearin T 422 ct INVERT INVER iv p MIN. PITCH COVER APRIL 1, 201G g op at HOUSE IN +1 R ° I Eli +IG' (+/—) Driveway (Existing) o LIQUI 1 0.51 DARK BROWN LOAM (OL) EL +14.3' FLOW =° DEPT 5? INVERT 11NVERT I BAFFLE IN +RT I BROWN SILTY SAND (SM) House and Porch Roofs to have Gutters t Leaders SEPTIC O 1 EL +13.0' 3, Connected to Underground Drainage Structures (Typ.) Dome: 42 (1500 GAL.) : LEACHING v i TANK �ri 8'o Ring: 12.25ict/Ft of Height JOSEPH & MAUREEN COOGAN POOLS I d 2 (400 S.F.) SITUATE v 13' MIN. i PAI E BROWN :COLLAR I FINE SAND (SP) SOUTHOLD -. � M �_. TOWN OF SOUTHOLD _-_ PROPOSED SANITARY SYSTEM iEL +5.0' WATER IN SUFFOLK COUNTY, NEW YORK I , IG' PALE BROWN ` FIN[: SAND (SP) ; t` ; ..,.' S.C. TAX No. 1000-70-04-48 NEW SANITARY SYSTEM FOR 5-4 BEDROOM HOUSE 1 3' (MIN.) TO HIGH I 11 1 SONAL GROUNDWATER SEA NEW 1500 GAL. SEPTIC TANK I s "�,.�� ler. /,.._ r..,...,....F:e♦;-"C NEW 400 S.F. SIDEWALL AREA OF LEACHING POOLS I t 2 (2 POOLS. 8' (P x 8' DEEP) 9� EXISTING:. ;, ,,-o- NATHAN CORWIN, LAND SURVEYOR IST FLOOR;`- 1293.SF.,_�.,.„ :. .::. ;:.. :. >-. - SURVEYED: DECEMBER 20, 2015 MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. 3' PORCH: 183 SF GARAGE 305 SF ADD TOPOGRAPHY: FEBRUARY 23, 2016 NOTE: Ao, 2ND FLOOR: 950 SF ELEVATIONS BASED ON NAVD 1988 SEPTIC TANK GREATER THAN 15' A>c��+ FROM SURFACE WATER d` C.-A TOTAL (EXISTING + PROPOSED): LEACHING POOLS GREATER THAN 100' F` FROM SURFACE WATERS h srs O IST FLOOR: 183 IF AREA = 1364 . ft. r� 1 s, •,"." pr, +2. �+ C") PORCH: 183 SF ,� ��o,`• :` S 64 'y�o�rO �9��j, C, ` GARAGE: 326 SF (TO TIE LINE) 0.364 ac. tem must m 16�Q�: +1.� 3os06,+ �D yg,• o� 2ND FLOOR: 1916 SF n sanitary:Ys t �`o ,:> w c�. F "J �` .... . ... ........ . bandonment of exist: $ ubcni ,` f ``'� `.;1 :, a- A t r merit S , c1�tI11f1Z re�pT L F Gl ts. \ ,:- \;, '`s., e.:, +1. x++.o + conf mance with, ( �� as proof. oIF J`� , `"' +3. .tib SUFFOLK COUNTY DEPARTMENT OF HE \�1W1Vi'�=— P o ',' +I` x+,.8 ��o. HEALTH SurvICES 1+36 'letcd fo;ri1 ePR �� P� +,,.� ; � /6, , R,� +6.o A �1 �1. C�' PERMIT FOR APPROVAL OF CO STRU COmQ OP��F JG� �'� s', '�" cT1oN Foal y, ,G - `� .°+RdGLE FAMILY Lr R:s,flsticE oi'�LY .,xJ4P+ °� tine qqq y o jPP�a c.'' +1. A(�'/) v„Ns�t�tfi DATE A• °'� E,— ( is ♦♦ >n,. ?`P y ♦ ♦♦:'?x. .,. , E}��p y _,.......—_-..—.—.. �GJ9 ♦ R �- \DR'�1_ _ , y'�y,4.♦OO •'T �'p ,� ?J C9'y�I�.�S,T( xi16.79}�'9 ? `` ,`♦`♦�♦.♦� �.♦` � 9 FoR t4l= r f op"�1 c p� y '+ts o;,.rQcs y3 02r.:.. �, ♦ \` w+ E1 l�+ DXPf FZE .r 4j1 HOLE-� wa, s ,� � air ♦` ` '\. '' \ k "�/Z� RS FROM DATE OF APPROVAL � -='�`♦ •. ''� 90 /�� x 'oma +ts` 1 ---•--+1� ♦\ ��Q�at e .rt `d,qQ/ ,{+�,es >>pys�' of � °I� - +ts .♦`v,` '` ;; '?� H f�E +s.z E-RQUT ♦ ` `-Y� S1' ` ,,`,r+16.0 ``i `��♦``♦ `•+C' is % , A9 REQUIRED - G �tAi ♦ --'--- Y.;`. `,.♦♦ Yr..'_...".'.,�� TO.AINTAIN O 10'CLEARANCE `T , A C^ �� t¢O'pG� ♦---/_--, +)7.✓`` ',!\`"' jl;••J. x TO SANITAR ♦ y p �- ,J XS +i; �: +ta.3° / , : — �QM1oc--- tC fit♦^ \ ♦ a�. ` / ? FOUND /%+/S3, It T. ♦ ''/ _-'7jS - DpIG.MON. .``3?.q( �O `r`,� •r (J l.w.e..... /. `�1 ,i - ♦♦♦ v._i .`�w]�ix♦ w +16.3 ,' +15+ ys,$ �1 L- 1 (j ♦♦ SANITARY �SEPTIL�ii� ♦ ,q 0 S rob �� +13.3 )V ho 1 ' _ x SYSTEiI «-r"`. �• 1',0 �`,�4.0 0 F' /LPs]♦ ^� 7 4JI. i 1r/iC� .oOfjo \� ��xP.l 1. tion to - t, :.: SpeCtion Requir N O F I _ E= ,.,_.` ed `.% -i 13.] - 1'� a + For JOHN do ROSEMARIA WALSH I x, x Pune-out, s �� y 1 Sr � �+}� �O ,y� MON. SANIOTARY SIYST+En, O/F ER �,.� C,�• �Y�76 m (SINGLE FAMILY DWELLING) ^ co-d4 G" W N� 1ER Q •(l "� 4 3 IN TMS AREA W. RIES ER `°`' �/A Ll (PUBLIC WATER) ` p.' +,..a♦, S 79 0 Y Health [�'�+ R1E51ER iapartM�;n x g GERAt01NE O�LLw46� :s (51NG(PUBMC WAR) FREDERICK R. WEBER, A C T ` Wates Line(s) :MUST Be Inspected By The Q �o 91 NYS LICENSE V1550 Sufio!"c County Dept. Of Healkin Services. �s 9 NORTH 41 EAST MAPLE ROAD, GREENLAWN, NY II140 � Celt 852-5700, 48 Hours 1n Advance, SITE PLAN TEL (01) 154-5555 Pweberarchltectsphoo.com D JUNE 30, 2016 e-ci"onfgr . r' = 30 -o" ......AUG...1 2 .. .... ... ..... To Schedule Insp �; 2016 BALDING DEPT. TOWN OF SOMOLD SURVEY OF PROPERTY SITUATE SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-70- 04-48 SCALE 1 "=20' DECEMBER 20, 2015 FEBRUARY 23, 2016 ADD TOPOGRAPHICAL SURVEY NOVEMBER 2, 2017 FINAL SURVEY _ AREA = 15,843 sq. ft. I (TO TIE LINE) 0,364 ac. I CER TIFIED TO: T' r' FIRST AMERICAN TITLE INSURANCE COMPANY JOSEPH COOGAN MAUREEN COOGAN i Il 1 F G� I' S a Oo° NOTES: ��G �� 1. FLOOD ZONE INFORMATION TAKEN FROM: \+ FLOOD INSURANCE RATE MAP No. 36103CO166H��' ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); 10�q, �j �� BASE FLOOD ELEVATIONS DETERMINED E`eJ ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. s. Q16��51� 64.3 �. 3006 / \�0 8' F �Go D �O� °A°T / oo euCky 56, 'j- 9 N Ln eoG Pe'Jam\OO 6h .6 CP 3 s s �� Q `♦ 1 cp W *°o REMP�a Y �� .�0� o �y i��e O �s� ?,sTFA ��y'`� ♦ �G� SUFFOLK COU"r `'P FARn1[-:NT OF HEc,-TH SERVISES sA p� ��' � S9.� I,F�I'kr1•., .. ..t..r;•:g ° 0 ,n �q0 F G-24" TREE ` n� sTRUCTED WORKS FOR sA. o .sem r ♦ y��y��ti \ 4 ?7 !' Y PESIDENCE �y F Sy�Q �2��\ 1i1^:P!"(: t';.i�.�i' : ::.,. S,/ .;C-li:'u5^!t1'. IoC2!Sn have tX'RS1 \ o �P '; d c s•� ` ?o s oD inspe%&d ve—for ceh:fert t v:!iZ C^.;,I;41^ent ar other Zoencies and found to �oW. ♦ ba v" cforyFOR Aft--XMUM„CI� BEDROOMS. y 'y7f y. W S ,r• F I R'� �/ ,soF � o. �vN� /�- sO sTA'`�' �\ J,,�° X208 s r.>cc��/�>y�e��- " f`-• / �' o S' ' . Pf v. /? °,' .v /0�GJ�O R'. ti FOUND O. c V.•-.@ t;i 1,r�2StC►Ne tC"� . .r .. . ..a O! a p 24" TREE CONI. MON• �\ s T / G �O s°O 24" TREE 3Z ` Vv �4 �Q 20 TPNK �9- PREPARED I UM STANDARDS FOR TITLE SURVEYS AS ESTANCE WITH THE BLISHED v. / wpTER BY THE L.I.A.L.S. AND APPROVED AND ADOPTED G O n nFOR SUCH USE BY THE NEW YORK STATE LAND �VALE �R r7jn'7\/ F7— OU TITLE ASSOGIATtON�O FND MON. i, W F•O coNc. 04 �� N�O� ESTERER c. y v O�. 79e ES W. IESTERER D D ;�, °' \ A7 S &GERALDINE R t JAN 2 6 2018 TOW-14 OF S"THOLD �:,, '_• ;p"? -�,� ' ?•, �^, ''m��' N.Y.S. Lic. No. 50467 SEPTIC SYSTEM TIE MEASUREMENTS UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEYHOUSE HOUSE SECTION 7209 OFSTHEVN NEW YORK STATE ■ CORNER QA CORNER OB EDUCATION LAW. Nathan Taft Corwin III SEPTIC TANKCOPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor INLET COVER 28, 34' THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED SEPTIC TANK TO BE A VALID TRUE COPY. OUTLET COVER 31' 32' CERTIFICATIONS INDICATED HEREON SHALL RUN LEACHING POOLONLY TO THE PERSON FOR WHOM THE SURVEY COVER 1 40' 23' IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. In e no L.S. LEACHING POOL LENDING INSTITUTION LISTED HEREON, AND p 9 9 COVER 2 44' 37' TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys — Subdivisions — Site Plans — Construction La out TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. Y Y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 35-2"70B FREDEROCK ROBERT WEBER ARCHOTECT NOTES: 14 I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER PARALLEL PARTITIONS AND AROUND ALL OPENINGS. 2- CONCRETE TO BE 3,000 PSI AFTER 28 DAYS. 3- ALL WALLS SEPARATING GARAGE FROM HOUSE TO BE I-HOUR FIRE RATED (5/8" TYPE "X" GYP. BD.) v 4- ALL STEEL GIRDERS BEARING ON P.CONC. FOUNDATION WALL TO HAVE -4"x6"x1/2" B.PL. (UNLESS OTHERWISE NOTED) BEACH ROOM 5- ALL COLUMNS TO HAVE 4"xlO"xl/2" B.PL. I��I (UNLESS OTHERWISE NOTED) no 6- GARAGE SLAB TO HAVE 6"x6" 10/10 WWF REINF. 17-1 PROVIDE 1/2" :EXPANSION JOINT AT SLAB PERIMETER. 7- STEEL SHALL BE ASTM A-36 (EXCEPT PIPE COL WHICH SHALL CONFORM TO ASTM A53 ROUND PIPE). STEEL WORK SHALL CONFORM TO THE LATEST RISC SPEC. A D A6 A6 Existing C P. Conc. 11-10,11,8' S'-2" 8" 5'-2" 8" AL elves Tunnel/ _ Exit -------- -� -------- O N r r . I O i s I I : I I : i Existing Foundation Wall O 1.8" 3'-I" g" I I P. Conc. I I I Ip q,_0„ I Bluestone I I I I� (Existing Pc:-c ) --- ----- ---- - I I i Exi ti g FoundaUon Wali `� tr <( STORAGE � ---------------- I Remove ileo" w O " Or ew Door I I Block Bsmt. Relocated Existin I i (Stoop Aaove) P _ x X _� " I I Window Solid Bsmt. Window Bsmt. lllrndouu I Shelves i i 2'-8" 6'-9" 2'-8" " -- -- -I------ 7 -9 8 L- -- ------ -- -- 20 = I I DRAWING TITLE: ---Existing----- -- ----- - -- II - ------ --- ------ FOUNDATION Existing ° ° Exrsti Line of Old _ Garage Wall-- �? i _ RECREATION Y =° Firepi cd o (Above) S u- I -� -� ``� -; I 4JiI rn� Remove Existing � 3 1/2" rn� rn x-fix I O Frame Wall t Door ,'� Clg. Hgt. in to WCv WCV WCY i m � - -- ---------- ----- O Exrstingi I C Fl—TI TI—T—I—T—I—T—I—T —I—T— S o zcv UNEXCAVATED ; ; .I i I I II IIF xr�tinl t lr I Remove ll, R g Ln U JOB: �� Frame Wall, R nf. W RENOVATION/ LL I l I II I I �� Exrstrng x = rn --- I ----, III u I I(SlistFr IFI or J is s) I—,I iJE9 v `r -----� ' �� xi/,,, Girder w/ w _i --_ I Exr ting �ahngll0911 6/ fir erI SIt SI I eIC lumns r �� 9 I/2" LVL UNEXCAVATED ADDITION Lin of Old ; ____-r- Gar ge Wall x New Garage er►; ' -- -_ —,-r——, - r Foundation Wall (Above) 210W ------------------ I I 1 I I I I II II�I I- C4 lush) 1815 CALVES NECK ROAD SOUTHOLD. NEW YORK ---- , • I i !_�u J� II lIu (8'-3I d --------------------- =° II O R i I I I I I I Lu TOWN OF SOUTHOLD -S SCTM# 1000-10-04-48AUNDRY New 3 1/2" 7)Existing routoaw , I I Foundation i I m� I ii 11 Steel Pipe ntertcp Abov c'U - P:C Column: on " - ARCHITECT: r— - „x nq-b -- 30 10 -� --N 0 I I 1 P. Cone. Ft „ Past w N IX I30 9 28 I W n _ _ I Abov I CVI __:_ __ 1I}� = - FREDERICK R. WEBER w New W8x21 tee, Grr NaiMer ip o 41 EAST MAPLE RDAD L W I Sink � __ GREENLAWN. 3'- $' a TU- I/' BAT r NY 11140 -_----- e ov B mt. 52 NOYAC PATH }; R m e s °Du(Width of Existing Garage oor) I ; ; I New ° Remove I . mP r cn I Window for WATER MILL. NY 11914 ----------------------------------- -� - - I c r,�cal Gas ( Oil Tank I I sect o ' Crawl Space M -----------------------------------°p - --- Boder - I I Access �' �_ TEL 431 '154-5555 I I Remove O '- —'— •—•—• - •—•— ao I I oI fweberarchitecta' ahoo.comFoundatron (2)2x10 Exist (2)2 10 (2)2x10 I01, CWall Waterery e ' _0nI I AL SEAL:8,_2„ m6 I I 20'-0" I I z u� �+I -0" O o `�' I r °' I I "' I 1 x /,c.�' G K n w. I I (Existing Garage Width) I "� - `ri f Existing House Foundation) -' cv=° ``� I I L----------------------- a �' --------- ---------- I (Existing Porch) '� r u Or I I New z LL O I New O I z u_ cv I I I r--- ------------ ---, I cvI CRAWLSPACE Cvi I r------ ------------- I I UNEXCAVATED I ." I = I -' _ To New t 1 I I I ► B ' I ----- MI-- --------------I ---- San i , B O 2 P. Conc. Slab O I I .4 P. Conc. Slab cn `- -J io I I w/6"x6" 10/10 WWF I I O A6 I 4: 1�9;2011 a ': •' '. a .' 00 .. DEC'8;201[ i ------- DEC e , a A. a. i' -- n AL DEC 5. 2014 I I Ak Reinf. i I r `_ F- $ � 14 -8 i 8 i � "' �--`-r ----------------� .•..' I NOV 28, 2014 I ------------------------- I New 8" Thick I .` i New j . . NOV 22. 2014 ,Z. AUG. 2. 2014 -�' I W Conc. Found. `v I• I FOUNDATION � JULY 21. 2014 --------- -------------------- Wall on 18"xl0" � ; :I r UNEXCAVATED 1: I ' P. Conc. Ftg I I `" ►: I 0 Drop Foundation Wall LAN REV.: MAY 3. 2014 a Overhead Door I :• :f I: I I = I _O, : 1_—_ ____------- :.. .......... .............................. A L 3'-4 1/2" 9'-3" V-4 1/2" I 1 ;..: a..;..:..•ao:. ...:....:.:..:.,..;..:...�.:...,....:a...:....::. :�,. I DATE: APRIL 30 2016 31-4 N qc)qSCALE JOB NO: x1201510 I I I I I 1 = AL 1'- " 8n 4,_4n 8n 4f- " 8" 1' 0" v D IL'-0" III-0" 3'-8" 12'-8" V-8" II'-0" If D DRAWING NO. If Ir 1 0 2011 AL ��liIlr`.a LlYriq Y. Q 'FOV*;S OF SOU T11OLD OF A8 FREDERUCK ROBERT WEBER ARCHOTECT I' MIN. t 2' MAX. TRAFFIC CONCRETE LOCKING CAST BEARING CHIMNEY DEPTH IRON COVER SLAB SITE DRAINAGE: FILTER CLOTH AGAINST /-IRON GRADE: WOVEN WIRE FENCE W/ 4"0 APPROVED TEST HOLE DATA 2"x2"x36" STAKES, 12' OC PIPE, 1/4" PER FT. 4"0 APPROVED McDONALD GEOSCIENCE AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) DRIVEN 16" MIN. INTO MIN. PITCH :o PIPE, 1/8" PER FT. CONCRETE GRADE, EMBED FILTER F /milLDI(E2PU MIN, PITCH COVER APRIL 1, 2016 Partial House, (1) 8' Dia. x 5' Dee w/ CLOTH 6" INTO GROUND INVERT INVER O I Elev. +16' (+/-) A Attached Garage 1043 sf x .166 Rain = 113 cf p 211 cf at HOUSE EL +13.8' DARK BROWN LOAM (OL) g Traffic Bearing Top TRAFFIC - I 0.5' Partial House, ASPHALT EL +14.3 FLOW °p INVERT i B 1252 sf x .166 Rain = 208 cf (I) 8' Dia. x 5' Deep w/ 211 cf v BEARING INVERT - IFront t Side PorchF'1' gopCoat GRATE BAFFLE EL +13.3' I EL +13.0 p ► BROWN SILTY SAND (SM) Traffic Bearing Top SEPTIC i I i 3' FLOW O Z 'v- :.'. PIPE TRENCH i NEW C Onveway- Existing 920 sf x .166' Rain = 153 cf (I) 8' DIa. x 4' Deep w/ (If Re-Surfaced) Traffic Bearing To 16°1 Cf DRAIN TO 1500 GA .) I LEACHING i g p DRAINAGE RING I POOLS I It 2 n (� SLOPE .9 "i I j House and Porch Roofs to have Gutters t Leaders z STONE 4 I (400 S.F.) I Connected to Underground Drainage Structures (Typ.) BLEND :>t 13' MIN. - I PALE BROWN no COLLAR 0 I FINE SAND (SP) 84 Ring: 42.25 cf/Ft of Height CROSS SECTION CROSS SECTION SILT FENCE DETAIL TRENCH DRAIN ® DRIVEWAY <F PROPOSED SANITARY SYSTEM i EL +5.0' i WATER IN i 16' PALE BROWN NEW SANITARY SYSTEM FOR 5-6 BEDROOM HOUSE I 3' (MIN.) TO HIGH I FINE SAND (SP) NEW 1500 GAL. SEPTIC TANK I SEASONAL GROUNDWATER ------ 11 NEW 400 S.F. SIDEWALL AREA OF LEACHING POOLS I t 2 ° Q JOSEPH(2 POOLS, 8' 0 x 8' DEEP) 8c M A U R E E N C O O G A N � '<F °G BOUND HAY BALE MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. S1 TU ATE Q FILTER CLOTH AGAINST PLACED ON CONTOUR "o cp WOVEN WIRE FENCE W/ W/ 2X2 STAKES (1.5'-2' NOTE: "' SOUTHOLD 2"x2"x36" STAKES, 12' OC IN GROUND) DRIVE STAKES SEPTIC TANK GREATER THAN 15' '37 DRIVEN 16" MIN. INTO FLUSH N TOP OF HAY FROM SURFACE WATER RESIDENTIAL �O rQ ?s TOWN OF SOUTHOLD �O GRADE, EMBED FILTER BALE, ANGLE FIRST STAKE WATERFRONT S C� CLOTH 6" INTO GROUND TOWARD PREVIOUSLY LAID LEACHING POOLS GREATER THAN 100' CONTINUES ALONG -�- Cn * �S BALE FROM SURFACE WATERS JOCKEY CREEK �1 s, S '�h +2' x� O SUFFOLK COUNTY, NEW YORK P ak.F'�o 64 3 I^� ro O +1.7 3oso6� b�K,��°� o- 4 S.C. TAX No. 1000-70-04-48 FLOW \ dp�. ♦�;v � � II SLOPE _ ,. .0 I I/ `� '``` G°� \°a \`�`\, + 4 <�y +2. �Q Gl \ ♦\ x+4.0 d LZ II a�F S� ��,�� A9� ';::::: `;'``r �P° ,n1 NATHAN CORWIN, LAND SURVEYOR .0 +6 ` I I `V P CS Q GF �' ` JL J `0 t; V V �.�, �. +7 ��'P� ;\ : ;� x+4.8 �0 pc '� SURVEYED: DECEMBER 20, 2015 V P�0 FPS �PX+,,6�y, ; m x� ADD TOPOGRAPHY: FEBRUARY 23, 2016 CROSS SECTION FACE VIEW co DRAWING TITLE: /° ;�,' ,% 6. Q ��A ��P ' � +? ELEVATIONS BASED ON NAVD 1988 HAY SALE t SILT FENCE DETAILS Ab `Sx,G� „, °/+17.3P ` < 17 '�'�' `GFA °°p+p�O ♦�aa� +4.8 j x N � - SITE PLAN � �y,�a 6 9A F� ,♦ G t3.6 CP AREA (To Tie Line) - 15,843 sq. ft. x+17. �\,.,�' o AREA (To Bulkhead) = 15,365 sq. ft. tS x+16.8 m �"oo �`` AREA (To Top of Bank) = 11 ,370 sq. ft. +9�yt a��\ ° WIRES 1 S 416.9 �d '0 +' �, ♦♦♦`,�\`, �`.�` ♦,` .\` .vr NO ° RHEA i \ ♦ ♦ +2.8 CONCRETE :.:::.�::•.. 2 COVER OR ,� , /°��, iso. .::.:.. .?o x�� J- 's �y's �e `\ SS FLOOD ZONE INFORMATION TAKEN FROM: C.I. GRATE ♦':. o• .� r .� �(��°� x TRAFFIC �� IDR'a',\ �F . 9 FLOOD INSURANCE RATE MAP NO. 36103CO166H BEARING --\ :..:; ::' Go ' , s.o s, . `, �N 2j T/� < OOH 'j / +1s. .::::r c:;:: ::. L try <�, `\ �q� Vis) 1�4 FLOOD PLAIN: X SLAB PRECAST t/1 ° ::: q>j ' , :. ck \ CONCRETE OF TEST :ro a 6� ♦♦ ygQgAp F FLOOD PLAIN: VE JOB: p ♦ ` .� R c 1 HOLE 7K N CHIMNEY `' <♦ ��Pt / i "C ::::::. d��0 !�t �9�P ( ♦ ♦`♦ ``X ` �```` 7?2 T +1s.o /�.-;;�' t13 \SSP �R\ '�`�` .W ..;,::::... ��, oo�� 'o� ti%10 \ +15 �'`;.'��'+�''� ;'`,� °�?°'S N +2.2 ° RENOVATION/ --rDR'C' Q� O ?. ♦ FGA ADDITION 6 iOR - - / -ROUT ♦ PS :::. /"� i r` ♦♦`, ` . N• 6 ,,� � `-� AS REQUIRED ♦ ` i::Wyi _\ x(+16.0 � ! ♦ ` �. '� q5. P\P y^y�e^: �i r"^•.C P, ��°'�' ,r I 'a a DRAINAGE 'iVc - TO MAINTAIN l :. t♦V``""qq �Cq/ ` A ♦♦ \ ` 13rlafo1°i11�+`i PIPE F / +15. 10' CLEARANCE 0�- o �F \ f5. y: ::1:.:. ♦g�`G5� +11 DR 'B'I _ ♦`♦ ``ti>+. `♦ ALQ$ {'t 1815 CALVES NECK ROAD / TO SANITARY I � Y !` G`' G \ \ :: -- � ` I x TRENCH GRAIN ♦ W ah-Ou ° °O ...::r. . :.•. � pQ`, �_�/ `• O `� x's St , IF DRIVEWAY , ♦ �' �y��sr gjfi `♦ +,B . 0 `:rj ;1.:, h Q p� __ - _ ,, USE I UNLAWFUL SOUTHOLD. NEW YORK __ t0iS NOTED �. I ,, RESURFACED i / LPxI `. 'L - ', n J TYPICAL - W I �/ /� NOTE: .5 ^kR i♦ I �1\.9.``♦ .. b i - °oN FOU M°N• 3A TOWN OE SOUTHOLD o _ I , X \x' x _ 9 ° "� � oo' � 2� WITHOUT CERTIFICATE 6 5 g P # SCTMu 1000-10-04-48 DRAI AGE EXISTING _�j _ _ _+ G RING i Ln < 1 COINSTRUCTION �EIITT +r ,� x ` X / � ` - ;�- ;N _'o °+ ' +15.4 V A� <! l �� (� t O F OCCUPANCY ✓ TOPS IL SANITARY SEPTIC�1'` \ i� +1s. �1 o ``7S K OCiC• I 'STAGING AREA' .},g•3 J" � Q STO.CKPI E ♦ / 81-0 > I , °"� ` ,-x - ♦O` °-+-0 J FeJAcE 1#4-00 5 P -� BY: ?� - SYSTEM iE- . o , �� ° I /LPu4 } `--r3 cf ' -:°` snT , l p tY BUDGING DEPARTMENT AT ARCHITECT: \` ,�A �C'EXP. ---'Sd � -O CGiv'i L', 'V'. l i ,ALL '1 �`� °�° ° ? rn "'a2 8 AM TO 4 PM FOR THE ' i CODES OF I I N/0/F , _ - _° `, vING INSPECTIONS: NEW YUr;K STATE & TOWN CODE JOHN & ROSEMARIA WALSH RESIDENTIAL FREDERICK R. WEBER i 2' CLEAN SAND t ��! I `'�`' x+1_ ° REMOVE EXISTING WATERFRONT 41 EAST MAPLE ROAD I GRAVEL FILL I �, 6' F °� VGATION • TWO REQUIRED AS REQUIRED AND CONDITIONS O - (SINGLE FAMILY DWELLING) O x, ° S,LT FeN;s CrW SANITARY SYSTEM °' N�0/F RER CONTINUES ALONG PUBLIC WATER x ,s 7g Q IN THIS AREA CHAR`E DiNER�ESS R NG) JOCKEY CREEK 2 JR POURED CONCRETE GREENLAWN NY 11140 L------------------ O 4 3w. R SOUTHOLD TOWN ZBA ------' ( ) +14.8`. R1E OUGH - FRAMING & PLU".RBING 'el gt GER1 )�Y pWE�L 4 `�SULATION 52 NOYAC PATH XA FAM SO WATER MILL. NY 1191E TYPICAL SECTION a DRAINAGE RING ��ti 00\11 's �S\NGL P�gUC wp,TER) 4, FINAL - CONSTRUCTION MUST _ ( BE COMPLETE FOR C.O. ---- - SCLITHCI_�TO'�liN TRUSI'ECS TEL 431 154-5555 O F� �01 ALL CONSTRUCTION SHALL MEET THE ., ✓ tJ.Y.S.SSC fweberarchitect� ahoo.com REQUIREMENTS OF THE CODES OF NEW 9 ,( b, 9 NORTH YORK STATE. NOT RESPONSIBLE FOR SITE F A B `t DESIGN OR CONSTRUCT SEAL: ION ERRORS. !'.";, f 1p6P;. F r C.>I ;.rt r �E, - (f 0 Ili`� ' ACA DI � 1...;;iC:.iic.. ,t�lJ /C' !Ci xd, TRUSS P :• .F.a 3i..t°r"`.r"' I• k'a t: ..'i S t`.`> ..,,a s':': e 4L� k w a• r ��P~�iA A STORM WATER POLLUTION PREVENTION DRAWINGS SCHEDULE '3 • j '1 CONSTRUCTION PHASING: DESCRIPTION r. I- INSTALL HAY BALE/SfLT FENCE. Al SITE PLAN rl; 17,0=7,; C=1-1 i irl..ry i iv,v 2- CONSTRUCT NEW FOUNDATION ON LANDWARD SIDE OF HOUSE. 3- INSTALL DRAINAGE STRUCTURES AND NEW SANITARY SYSTEM. A2 FOUNDATION PLAN CERTIFIC`AT5OFOCCUPANCY 4- CONSTRUCT NEW ADDITIONS t RENOVATIONS TO RESIDENCE. A3 IST FLOOR PLAN SOLDER USED IN WATER 5- PROVIDE GUTTERS/L!EADERS AND CONNNECT TO DRAINAGE STRUCTURES. r , ,,,; REV.: AUG 2, 201L %SeINSPECT HAY BALE/ SILT FENCE WEEKLY A4 2ND FLOOR PLAN EXCEED 21W OF 1 J LEAD. ZONING: R-40 (Non-Conforming Lot-Less than 20,000 SO LOT COVERAGE (20% MAX.): DATE: JULY 21, ZOIL SITE AREA: 15,843 SF, LAND DISTURBANCE: 1500 SF YARDS: (PRINCIPAL) LOT AREA: 15,843 SF A5 ELEVATIONS , FILL REMOVED FOR SANITARY SYSTEM t DRAINAGE STRUCTURES: FRONT 35' SCALE 20' : 1 s SIDE (ONE): Io' A6 SECTIONS PLUMBING (8'4) x 6'H) + (8'4) x 8'H x 2) + (8'0 x 5'H x 2) = 50 C (t> LOT AREA TO BULKHEAD = 15.365 SF TE JOB NO: w201510 SIDE (BOTH): 25 EXISTING BUILDING AREA = 1,191 SF (11.1%) ALL rw u �u EXISTING CONDITIONS: UPLAND SITE IS ALREADY CLEARED TO TOP OF BANK. DRIVEWAY REAR: 35' ° A7 FINISH SCHEDULE/DETAILS &`MATER LINES NE :D GRADING WILL REMAIN "AS IS". IF DRIVEWAY IS RE-SURFACED PROVIDE TRENCH DRAIN AT PROPOSED ADDITION OF 468 SF + 1'191 SF = 2265 SF (14.'1 %) - RING HEIGHT (MAX.): 35 LOT AREA TO TOP OF BANK = 11,310 Sr STREET AND CONNECT TO DRYWELL. A8 CODE DETAILS 1t`J v - DRAWING NO. SITE AREA BETWEEN ROAD AND EXISTING HOUSE IS FLAT t LIMITED IN AREA. EXISTING BUILDING AREA = 1,191 SF (15.8%) CONSTRUCTION ENTRANCE WILL BE EXISTING DRIVEWAY AND STAGING AREA WILL BE ON EXISTING FRONT LAWN. PROPOSED ADDITION OF 468 SF + 1,191 SF = 2265 SF (19.95yo) SI 'RUCTURE: 2ND FRAMING (IST PLAN) Q REMOVE TOPSOIL OVER PROPOSED ADDITIONS, SANITARY SYSTEM it DRAINAGE RINGS, STOCKPILE AND RE-SPREAD OVER COMPLETED SYSTEM. 52 ICTURE: ROOF FRAMING 12ND PLAN) EI `RICAL: IST E2 'ICAL: 2ND OF AS N 9'0.'�+,:,,��f,E`J,k,`�t� g e j:.• , FREDEROCK ROBERT WEBER ARCHOTEC T NOTES: I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER PARALLEL PARTITIONS AND AROUND ALL OPENINGS. 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. n n n 3- ALL WALLS SEPARATING GARAGE FROM HOUSE TO BE I-HOUR FIRE RATED (5/8" TYPE "X" GYP. BD.) 4- ALL STEEL GIRDERS BEARING ON P.CONC. Existing FOUNDATION WALL TO HAVE �"x6"xl/2" B.PL. (UNLESS OTHERWISE NOTED) BOAT STORAGE In n n 5- ALL COLUMNS TO HAVE 6"xlO"xl/2" B.PL. I��I (UNLESS OTHERWISE NOTED) no 6- GARAGE SLAB TO HAVE 6"x6" 10/10 WWF REINF. PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. I- STEEL SHALL BE ASTM A-36 (EXCEPT PIPE COL WHICH SHALL CONFORM TO ASTM A53 ROUND PIPE). STEEL WORK SHALL CONFORM TO THE LATEST RISC SPEC. A D A6 A6 C A6 o ------- - O I : I 1 : I I I I I ' 10 -- I Existing Foundation Wall ------------ - ---- _- ---_ iv I I I I f 1Existing (Existing Pc-A) ) 1 r-- ---- -- ---- - i I I Existing Foundation,�U.)all Bsmt. Window `� �r I 1 v � jRemove i co ,�-, O ExistingBlockBsmt. 11 (Stoop Aaove) X O o ,'� HALL Window Solid u, I 1 ► -_ W cv I I 1 I I 1 `—— —— —— -I ----- - ——— — —— —I_ __ _ cz UTILIT D DRAWING TITLE: Existing I FOUNDATION ^' a - ------ -- Existing------,--- - - -- -------Poundat+oi�----, �-- ------- � --� I BASEMENT xis i SII � � o Smk o o I I Line of Old - I Remove ,„ � Firetl11 Garage Wall— I / W tr�ttg M - p o (Above) i I 1 Heat F � � �'-3 I/2" - �? �? 1 0 x-x 1 \ tee' o N O Clg, Hgt. N O O I o cii a- WN 1 i XX XX xX W o ' m WN WN WN I Vl �O Existing I —— —— ———— ———— —- -- --J m c u X I 1—TI TI— T—I—T —I— T—I—T —I—T— w JOB: o zN UNEXCAVATED i .I Exixting 11 I1R m v xi tin' I I � � X 1L I Walls I I I \\ Existing x W RENOVATION/ (Best r FI or J is�S) ---------J ;I I II I I I � I I I W �i II I 'I I I I I UNEXCAVATED :o Lin of Old Existin Bearing Wall w/ Girder/ teel Pi a �olbmn� -_-- EwsUn •Bearing Wall w/ Girder/ Steel Pipe Columns cv ADDITION i- x New Garage Gar ge Wall 3. ' ----- ----J Foundation Wall W (Above) ( ) 2):10 1 1 1 1 1 "' Exixting 1815 CALVE --------------------- - S NECK ROAD «a ----- 1 ( lush) 1 i i i i i Walls u New 115 CALVES NEW YORK I or I I u I I I I I u ° Pro ane ------------------------ u I o o p TOWN OF SOUTHOLD I i i -- Boiler SCTM# 1000-10-04-48 _____ Exrsting I I Existing I 1 New 3 1/2"01 -� 7) I I Foundation I f ; ? ' Steel Pips �'u_ p m� MECHANICAL u- (per t Column on - 9 -4 9 -646 +, = I - !O ARCHITECT: p 1 I iN 0 I 30"x30" N r ——, - — x X ' X x I I I x I Steel W N � I I i x cv I P. Conc. Ftg. w N 1 New W 8 21 St el Gird ,Lr — _ _ _ N _ _ -I Cantilever Existing Foundation Wall 1=REDERICK R. WEBER ---- =4- Sol1q'-4" : ': I =-- -=, i 8" I w xd ai er 25'-7" I I I 4" Ii 10' q" 8' GREENL,4WNPNY IRl O L__ _J NeW Wa11 L----J L_ _J 4" 16'-0" I f 3,_ Relocate q,_4„ �'u S ORAGE r--------- I „ 00 'l -10 Remove Bsmt. a, 52 NOY MC PATH (Width of Existing Garage Moor I ' Sanitary N p o j I Window for Electrical Ln WATER MILL. NY 119% T-- ----------------- -- - - -� .t_ I 2,_6„ x X -- 1 ve Crawl Space Panel Remo I L -----------------------------------ao _ �_ --- (2)JI0 LL W N s? I Oil Tan ur (2) 10 ti I s(2)2x10 0 LL Acces TEL 631154-5555 fweberarchitect®yahoo.com I I Foundation I I I I Wall I I _ I 0 Existing p I New G I zo o I I I I W —X!Water Service X . X I I I f I ► ll- N I cy i CRAWLSPACE I N I -; N I I I a A6 SEAL:. & ., f ► I I p o M, 2" P. Conc. Slab c^y . ii v- f I 20'-0" z cv Z:! I a 0 p I 38'_0" y I a 0 0 °- z(,+� I I L"A Ir `GK (Existing Garage idth) .' . L_______________________, ZN (Existing House Foundatic, ) ZN =° r_-------------------- I (Existing Porch) J 1 I I I I ________________ I I I New __ I I r-- —, New Sanit q I r---------------------J � I I UNEXCAVATED I I -- ----------- O ___ I I I ' .,d. • a• . e , �•• ••d I I 1 ; I I I I I I --ter — P. Conc. Slab I I D I �------J r-------- . d• �---- -J I D 's�✓.,r°°� w/6"x6" 10/10 WWF j j O A6 m , d I New :. d. . . • a m A6 Reinf. I I I L____—_ , UNEXCAVATED L 1 I I ----------- New 8 Thick M : L------------- _____________ _J _ 1 I „ I I: I - Con F J G. 2, 2016 --------- ----------------�---- Wall on 18"xl0" I �'�� 21, 6 .:,....:..... ,� ;. ,..: .,. FOUNDATION F LAN �o Y 201 P. Conc. Ft9 � 1 •` r--- .' r------i 1 �° Drop Foundation Wall I 1 I I I I REV.: MAY 3. 2016 REV..- 9 Overhead Door -------( ------- I I��„ _ I,_O„ L__J DATE: APRIL 30, 2016 SCALE A 8" 8 4'-0" 8" JOB NO: w201510 A6 II'-0" 5'-0" 10'-0" 5'-0" DRAWING NO.II'-0" O A6 OF AS FREDEROCK FRAMING NOTES: WINDOW SCHEDULE R013ERT I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER R 1BER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD Unit Model # R.O. (Width ( Height) Area Egress TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SU13FLOOR TO FLOOR JOISTS. 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ® TW210410 V-0 1/8'x 5'-0 1/8" Yes A°,RCHUTECT ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN V WALL OR AS SHOWN ON DRAWINGS. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8 8'-0" O.C. © TW2632 2'-8 1/8'x 3'-4 1/8' PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. © TW20410 T-2 1/8"x 5'-0 1/8' 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL, OD DHPSL410 5'-1 1/8'x 5'-0 1/8" 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 AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. TW2042 2'-2 I/8"x 4'-4 1/8" 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. O II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" Q DHP31042 3'-II 1/8"x 4'-4 1/8" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, G TW2642 2'-8 I/8"x 4'-4 1/8" 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 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. S CIR20 T-0 1/8" Diameter 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 9 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. O TW203L T-2 1/8"x V-8 1/8" 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 81 . KO DHP310410 3'-II 1/8"x 5'-0 1/8" n n n Q TWT2015 T-2 1/8"x 1'-1 1/8" no 0 O TWT5615** 5'-1 1/8'x 1'-1 1/8" ^^ NO TWT31015** V-II 1/8'x 1'-1 1/8" 9'-3" 10'-0" 31'-1" 9'-0" © TWT2615 2'-8 I/8"x I'-1 1/8" (Existing) (Existing) (Existing) (Existing) ® TW24410 T-6 1/8"x 5'-0 1/8' lug 2'-3 I/2' 1 5'-5" 2'-3 I/2" SO ID4'-II l/8"x 5'-0 1/8° O (Above) A D ustom d O A6 A6TO RoundTo 2'-4 1/8"x 5'-5 3/8' L (Above) (Abo e C Casement � E E � A6 Model Numbers Refer to "Andersen" 400 Series, Clad, 2'-8" 3'-0"�, 0 O High Performance Low-E4 Glass, PG 50 Upgrade, O 2'-5"`�' 2'-8" 6" 5'-4" 6" 2'-8" 2'-5" M (Above) Simulated Divided Lights, Plywd. Panels for Impact. © (A ove) ``' I D Brick Stoop Full Screens © 0- - L ove) StoopO(Above) O O(Above) " „ ,_ " n " ** Custom Units r------------ -----+ O (Above) t (Above) O (Abo e) 5 2'-2' 2--V 2 13 1 Remove Stone O © n t BREAKFAST =M _ Q O Veneer C O O C C (vV) l O i I I (Oak Plank) = °o *' ----- S:rtki_ I - ---------------- OR SCHEDULE I I M 1 32" 2" 1 1 I �„ 1,12„ 6.. 9'_3" I 9'-O" F71 1 L 1 1 I 4'_9" II'-8" 0" 4n 8, n 5Unit Model # Width t Hei ht t P A 1 1 '° R to I I t t I I I I t t i 32' Step 9 W W � 30" I 1 1 I I I I t t cn 8° Sidelights t Transom (2) 1'-2'x 6'-8" tl cl t I Front Door w/ 3'-0'x 6'-8" (Door) DRAWING TITLE: i t 1 1 ("Simpson") Sidelights t Transoms r Ln I I I I I I I I EI I 9 -- ------ -r_ -------------------- ,t I I I I �I I :q I I -- ------ I ----- --------- 1 "Andersen" ,_ n IST FLOOR Rif / I ----- � tllt I I I I I vl I N 2 2'-9'x L II I Q FWH21611AL F4ezer E 1I II " . I I cn I I E I I _ Exist ng 1" 2'.w0" '-I" 10,=0" 3'-6" I I -I 1 _ -------- Andersen „ -- -�-- --------------------- 116 I 1 DINING ROOM 1 1 F-1 I LIVING ROOM Fireplace X- `y FWH2%IIS 2'-9'x 6-II t1119 HEN E 1I II I I (Oak Plank) 11 E I I (Oak Plank) I w "Andersen" r - 1 I 1 1 Andersen 5'-4"x I 1i '- ii II tt I I I I I I 4 FWH54LIlAPLR I II p D Mk II I I I I I II I I I = ___ Q1 FWH21611AR u 1- h II � 1 1 � SUN PORCH SO � I � 5 New Wood Ln N Thermatru , Smooth Star " „ " 1 Li - -------- 1I tl I 1 C14o Stor I (Brick) `' x n O t 4" i I tr- 19'-1" II 116" I I 16'-6" I I 116" 20'-3" O I W ® 2-8 x 6-8 JOB: 56042, FXG, LE RENOVATION/ nit I vl I I I I �I I `v- �I I ------------- -- N :c N ADDITION ------- --- �- L,----------- w - ------- --- _ ___ ___ _____ _ ___ __ _ _________ * Verif Operation x I - i�c+v _ ----- �., Dn Remove Wall, Expand Living oom ® 1 y 1815 CALVES NECK ROAD w 1 1 I I PANTR CL. N , N SOUTHOLD, NEW YORK _ _ ` I 1 m 30 �;' TOWN OF SOUTHOLD Shelves 24 4 v- I ® _N �° x ® � SCTMu 1000-10-04-48 5/8" T e X w N N x - - I I I ij BI estop i� 1 Gypsum d., I ! Up ISR ARCHITECT: ab �� Seal off Garage 4'-8" I 6'-10" 4" 0 103'`-�2' 6' 8" s'1 �" 1'-2" 5'-6" 5'-0" 2'-8" r- I in I from Rest of Zv 0 �i� House t I ( re ds �I Drop_ B am---- - (2) 30' French Pocket Doors z © ® © FREDERICK R. WEBER n I �i 1 I ---� Transom Above 41 EAST MAPLE ROAD GAR IGE I i 5'-0" 1 14" " "� ' " ,� " _ .. GREENLAWN. NY 11140 II -8 -0 4 1[5 21-2 2 -6 2 -2 I " 52 NOYAC PATH P. onc. Slab 1 i o 30" � HALL � i° � � N WATER MILL, NY 11916 I w/ 6" 4" 10/10 I I I WWF einf.. Pitch BED OOM I �+ ( ak Plank) `r Bench ALCOVE W 1 to O hd. Door C---T Plank) �- (Oak Plank) TEL 631154-5555 - - 2 „ I .................E._._._. . AA fweberarchltectggahoo.com -� ti I FOYER a- in C I N I (Oak Plank) --1 T$ A6 SEAL: L� stn` i4I " r------- 1 --------I G t ,15,_4n 1 4 II'-2n 4n 4.1 8,_4n u, 4° 1. v 28" 00 EL Shely -s Bench oo `9 28" 711 1 36 I - - --=- ------- to I 1 /� PO D R 2, 4 1/2" c() 3'- '-0" 2'-4 1/2.. /2" 3' "p3 '-0" 2'-4 ly2' t ih i0 A6 `_-_-- I 1 FR NT POR H 1 1 -- --J A6 I I 9' WICet x 8' High I t S I I I I S - I 1 Over epd Door I I cv I'-8" 2'-0" 1'-8" 6"I'-4" I'-2" 2" 3'-0" 2" '-21111-4" 6' '-8" 2'-O" I � AUG. 2. 2016 ---------------� " �" IST FLOOR FLAN JULY 21, 2014 I I I - I ------------- Pro ectin Porch: �0¢ ---- J Step 3'-2" x 9 -4"= 29.5 sf REV.: MAY S. 2016 P. Conc. Apron i'—Q" DATE: APRIL 30. 2016 SCALE : 1/4" I'-O" V-4 I/2" 9'-3" 3'-4 1/2" A JOB NO: w201510 A6 DRAWING NO. I6'-0" Il'-0" 20'-0" II'-0" 9'-0" 61'-0" D A6 OOV OF AS �REDE ECK FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BWINDOW E GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER SCHEDULE �®��ROBROBERTR 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. WEB B. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD Unit Model # R.O. (Width t Height) Area Eg res TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. g Opng 4. ALL HEADERS C-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ® TW210410 3'-0 1/8'x 5'-0 1/8" Yes °A,RCHOTECT ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN C WALL OR AS SHOWN ON DRAWINGS. 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8 8'-0" O.C. B TW2632 T-8 1/8'x V-4 1/8' PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. L. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS, 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. © TW20410 2'-2 I/8"x 5'-0 1/8" 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. Q DHP56410 5'-1 1/8'x 5'-0 1/8" 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 AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. TW2042 2'-2 I/8"x �'-4 1/8" 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D a 4" O.C. EXTERIOR EDGES AND 6D 9 12" O.C. INTERMEDIATE. O 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" Q OR APPROVED EQUAL. DHP31042 3'-II 1/8'x 4'-4 1/8" 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 O TW2642 2'-8 1/8"x 4'-4 1/8" SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. S CIR20 T-0 1/8" Diameter 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS ® 24" O.C. �( 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS, Q TW2034 T-2 1/8'x 3'-8 1/8' 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. O DHP310410 V-11 1/8'x 5'-0 1/8" n n n Q TWT2015 T-2 1/8"x 1'-1 1/8" no D O TWT5615** 5'-1 1/8'x 1'-1 1/8' v CJ NO TWT31015** 3'-11 1/8'x 1'-1 1/8" n n n © TWT2415 T-8 1/8"x 1'-1 1/8" 91_311 101-0" 311_11' 91_011 (Existing) (Existing) (Existing) (Existing) R TW24410 T-4 1/8"x 5'-0 1/8" DHP410410 4'-II 1/8"x 5'-0 1/8' Custom K A6 A6 TO RoundTop 2'-4 1/8 Casement "x 5'-5 3/8" O C V C A6 Model Numbers Refer to "Andersen" 400 Series, Clad, ` 1 1l 1 11 I 1_ 11 1 1l , 11 1_ II II 1 11 1 11 1 0811 3,_O, 6 -2 3 -0 4 0 3" 3 - 5 -9 3 0 4 3 -0 3 -2 2 -00High Performance Low-E4 Glass, PG 50 Upgrade, O n Simulated Divided Lights, Plgwd. Panels for Impact, O ..........:.......................... . ... Full Screens _�. / ** Custom Units r—___-- L ---- \ /� / O ® ® O ® ]Roof G �- ---------------� -------------------------- - - - ---- DOOR SCHEDULE i -- + 1 I I —_ J U U L_ J' I-14 Ln L J L J I' 2" 6' 10" 2'-5" 6�'•. 13,`..' '. ' 4" 2'-14" 16'=0" 4" 11'-811 " 2'-0' Unit Model 4 6 I I Width t Height Front Door w/ 3'-0"x 4'-8" (Door) DRAWING TITLE: C11. O I I Sidelights t Transom (2) 1'-2'x 6'-8' \'• %;' ;i_ -- a� ("Simpson") Sidelights t Transoms - P1',�1 R•'•' f=DR0OM] 1 (Oak Plank) BEDROOM 2 I _ I 2 "Andersen"* 2'-9"x 6'-II" 2ND 1=L0012 f j k Plank) j (Oak Plank) I I FWH21611AL Existing Hidge r� "Andersen" 2'-9'x 6'-1111 t<1 CIE) t I °D L J oof Break O FWH54611APLR Ln IJn4,4-2-- '." _ — — I J Cl()ExL-Arg 4 ",Andersen" 5'-4"x I "Andersen" Existing Roof Break _ -- FWH21411AR * 2,_TX c-11' � ni "Thermatru", Smooth Star 2'-8'x 6'-8" JOB: 16" 16' " 30 16'-0" 411 30" 13'-8" 6" �'' o © 56042, FXG, LE 11 O Ri d e °° �' RENOVATION/ LI ao Capped Wall �, 2811 = ...........I....... ..............................L J ADDITION --- - 2011 L__ AV- I Existing Ridge I --I r---- II I --- Cl-••— 0 8" * Verify Operation 1875 CALVES NECK ROAD Dn --- -i - `'' n, SOUTHOLD, NEW YORK 00 f r---- I 28" I I 28' IL S A R -, TOWN OF SOUTHOLD SCTM# 1000—'10-04-48 8'_011 611 ' 8'-4 I 4" —3' " —�J 1'- "4 3'_211 1_ II 41 61_211 411 41_ 1 1 41_ "7641 1 21_0" /11 b r, J i ARCHITECT: Vi II �� Bench FREDERICK R. WEBER I I 1 Li / � 's,0- 41 EAST MAPLE ROAD GR NIL NY il'140 I I I I T ' I 11 2 1' - I I 28 / 1�1 \(y 13'- 0" \ 4" 4 -I 6" i i o Ln WATER MILL•NY 119"16- -- - - - —— �——� � I .\ � '" L J � TEL 631 '154-5555 fweberarchitectOyahoo.com JJ0A6 SEAL: " = 1 I Il" 2'-2" 10" 2'-2' 6,-Irl I I i BEDRO M 3 Zy i i i i 3'LII" 2'-2" 1 11 2'-0211 ll" 2'-01' _ I I I (Oak ftlank) L I I O I I I I I I I I I Ln Z I I Ln I I I Ln I I K in I I I bo I I I --� IL -- , n r- I If —.J I I I " I 1 11 1 1l d � � ✓' I I I I 1 1 3 I_ I I I I O (4 ..A ` I I i ID 'till, Ir I I O i 1 A6 L J ' r i l l • I 3'-10" I I 3'-O" 31_011 i i ,�� AUG. 2. 201L I , _ _ _ ---__ , 2ND FLOOR FLAN �o� JULY 21, 2016 _� I Membrane Roof, REV.: MAY 3, 2016 Corner Posts, Rail tBalusters per - - DATE: APRIL 30, 2016 Elevations, "Versatex" SCALE IA 51_411 91_4H 51_411 JOB NO: m201510 A6 6'- II'-0" 20'-0" il'-011 91_011 DRAWING NO. D Q d A6 OF A8 i 12 FIREDERUC K 6 1/2 Extend Existing — Brick Chimney WEBER hX& _l:Zalre-------------- ------------ ----------- Board ------------- ghinrd w/ --- -- — --------- -------------------- •. I � Wood Shingle — — — --- ---- ------------ --------- e Ingle Molding . RoofWood AIRC OTEC ' I Frieze Bd. // oeI ' . I _ _ I I \\ y BoardsCia rr -- ---- -Ir -------- -- ---- ---- ---- -- - - -Ti_ Ir-- -- -- - -- - ----- ' �� ..... . . ....................J.I... . . ....... �... .. I........... .... ...I.l.............. . ...t.t.............t.t . I I I I I I I I I / x ® \ I I I I I 11 I I / ® Window I I i t I I i Casinos l l \ I I I I I o II \ I o o I o o 0 0 o I l 0 IHI i l / Wood 5hMale Il I I / i in \ luul I \ IllonA Shingle D❑❑ I ------ ------ -T - - - ---IT---------------i7------71-- i-� --\- -- -- - I --- - I II II i LI_ s- ®- -- -® - s mo ® Ix6 FasciaFO Board - ..-...a.. e ............I .. ........... no I I I I I II I O liI I I � I II I � � H I I I I I I O I I II I li I I I I I II I i O li I I I I II 0 E lit I R I R I I C-9 I R I R II 4 O I C 7 C C D C E F E li o I 01 0 I i I 01 0 0 0 0 0 li I I I I I I II I li I I I I -- -- - -- - --- - _ I \- - / ---- ----- ---- I -- -- - ---------- ----- ---- - -- ------------- ---- --------- -- ---- --- ----- --------- --- ------------------------------------- ---------- --------------------------" a • I I I I : I I I I 4I 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 I I I i I I I I I I I I I I O I I I I I I L_—, II ALJ I I I I I I I I�J O i- 1 11 I q1-011 311-111I I 37'-� I 10'-0" I 9'-3" I l i 11 i t (Existing Porch) I I (Existing) I I (Existing) I i (Existing) IL--------------------- ------------- --------------J I I L------- ------------------------------------------------------------------L----I-----------I----L------ ----------J I -------- -------------------------------------------------------- --TI----------J r..-�'l------ L__j L _J L_� LL_— .__J L___J SOUTHEAST ELEVATION NORTHEAST ELEVATION 1/4" = I'-O" 1/4" = 1'-0" DRAWING TITLE: ELEVATIONS 12 6 I/2 JOB: ----------------------------ii ------------ - --- -- -------- -- -- -- -- --------- ----------- -- ---------- RENov�4TloNi I ` I / Wood Shingle / \ Roof I ' 1815 CALVES NECK ROAD --- / — -------—————-————--------—— YORK ' ------ iT------------- - --- �� - --------- -- li rr- -- ------ -- --- -- Tr- / ----------�---- --- -- \ ---, T--------- -/ --------------:- - \ - - I - -- ----- TOWN OF SOUTHOLD / I I \ SCTM# 1000-10-04-48 /. .....................................................i.t........................................... .\.... ............... t-j ....I..t......... ... V ...................... . ... .........1.. ............... . .. .................... / I I Wood Shingle / i tSidi I LlJooEl bhundle � I ARCHITECT: I alsing s FREDERICK R. WEBER 0 / I 3 I , \ , I 41 EAST MAPLE ROAD I / Ix8 Rake I I GREENLAWN, NY 11140 I / Board w/ I I Shingle Molding t Ix6 I I // I I t,- u I ers \\ _ 52 NOYAC PATH Frieze Bd. i I I// \\I I WATER MILL, NY 119716 � - -- — — — — — -- --- ` --- — -- - ----- — ---- -- - - --------------- ---=tet=== t= - - - - - - ❑:Q.... \ - --- - TEL 631 154-5555 f-- -- — ---: — ---- ---------,—,--------- — ---- — --- — ----- --------- — — ---- --------------- / T--------- -- -------T \ fweberarchitectsyahoo.com I I I Ix6 Fascia 1 -------- — --------rt Board SEAL: ... I I I I L -- -- -- -- - l-- - - --1 m -1 I Ixl0 Frieze I ............ . :.............................................. ... ................................................ ....................... _ ........... ............ Board �I.I ........................... ... NI: I I I i ' I: I E I O O 4N : O O C R C t i � � . 0 N : im it I i in: I -- ----- -- - -- - - ----- - -- REV.: AUG 2. 2016 (Addition)', II II II I 11 ii II ii ii ii DATE: JULY 21, 201E --------== ---------- ------------------- Tr ---=-------�, — —— ——————————— _ SCALE — 7 � —_J —_J LJ I I I I I I I JOB NO: m2O151O I I I I I I I I I I I I I I 20'-0" il'-0" 9'-0" I I I L———————— I————————————————————————————————————————J I DRAWING NO. rjri ri L-- ----------T_i----------------------------------------- L_— L_— L--, I J NORTHWEST ELEVATION SOUTHWEST ELEVATION OF A8 FREDEROCK ROBERT WEBER ARCHOTECT U U no O o DRAWING TITLE: SECTIONS Pressure Treated Taper Sawn Red Cedar Roof Shingles, (max 5 1/2" Exp.) 2x12 Ridge 30# Felt New Vertical t Horiz. 2x10 RR, 16"oc 5/4x3 Lathe New 2x12 Ridge 12 Spray Foam Insulation 2x10 RR, 16"oc in Rafter Space (R38) JOB: 6 I/2 �.:: E Water Shield RENOVATION/ AT I :.r... Building Perimeter ..... .... ADDITION ..... i ��r.�.�... ® on"Hurricane" Rafters T ) ...... \ e" Straps 0 ! ! New Strong-Back yp' 1815 CALVES NECK ROAD 2x10 C.J., 16"oc .................. ........ ....................................:..................................... .... .. ................. • > i PI wd on Attic Floor 1/2 Round SOUTHOLD, NEW YORK New n Alum. Gutter•' ........................... .... L 2x10 C. 16�.�oc.......... .................. . ...... ........ \ \ TOWN OF SOUTHO D r CV SCTM# 1000-10-04-48 ARCHITECT: BEDROOM; 3 ;i o ®� !� `; I "Hurricane" Straps FREDERICK R. WEBER zo _ ® I on All Rafters (Tgp.) 41 EAST MAPLE ROAD ® GREENLAWN, NY 11140 °0 MASTER B DROOM MASTER BATHTop Wall to Lap / 52 NOYAC PATH New 3/�f" Plywd. Subfloor _ New 3/�1" PIywd. Subfl 12 Porc p New II 1/8" 560 TJI �' I-� 5 O TJI M WATER MILL, NY 11414 o New II 7/8 6 g Gale 16" oc m !z 16" oc -----------------s - -s®= --a ! Fr n weep Walls (Typical): TEL 431 154-5555 --------------------- F1 "�'�.�.. fweberarchitect®yahoo.com V)L�Hdr. o = I Red Cedar Shingles I I I I (6" Exposure) 30tt Felt SEAL: --------- ------------ -- --------- Transom --� ------------ ---------- ---- ------------------iJ I 5/8" Plywood Sheathing I 2x6 Studs, IC oC I II ! r� I I I 2" Closed Cell Sppray �° �. 4 2 O 14 0 I I I Foam Insulation (R12, min.) x PORCH o BATH I FOYER ° POWDER 3 I/2" F.G. Batts (R13) c,, 6- 11 DINING ROOM °- II III CL• BEDRO M I I I 5/8" Gypsum Bd. 10., - �,. 5'-0" 4" 8'-q" 4" 5'-0"� 6" 111 " " -- :. 4 26 -0 I I 5 0 �� 3 0 1 6 -011 � x � I 20'- ;- 20'-0" French—111. Existing Door I i fSubfloor 1 5 1/2' F. II I Shingle Flare -7/ lip 1 Existing I I Batts (R21) `r _ 111 2x_ F.J., 16"oc s 2x6 Pressure Treated Bill, Copper Termite Shield 6 Sill Seal ____ .. iv New --- I I 1/2"x16" A.B., 32" oc ExistI w/ Square 2"x2" Washer REV.: AUG. 2. 2014 O Conc ng Existing CRAWL I I New 8" P. Conc. Conc. I. - Bearing Foundation cv " DATE: JULY 21, 2016 Wall t Ftg. Existing Wall/Girder Slab 2 ; ---,-- New Found. Wall w/ . BASEMENT `;' .. _ 3' Bars, Top Bot., �+ 3 Below ow Grade (Min.) SCALE : 1/4" = 1'-0" LIJ N ---I Existing JOB NO: w201510 Conc. BI. 18"x10" Cont. Existing Foundation P. Conc. Footing P. Conc. Slab Wall t Ftg. w/ (3) #5 Bars DRAWING NO. EXISTING _ PORCH SECTION CC SECTION BB SECTION AA _ 6% (3 1/4" = I'-O" OF A8 F I N I S H S C S l= D U L 1= EDEROCK ®BERT SPACE FLOOR BASE CHAIR CROWN WALLS CEILING HGT. REMARKS !"WEBER 0 Q3 XM 20g 00 �o W W W w � '� e zqj u� ' (n (n (noo N W z atnLLJ y �- _ -a ARCHMECT 9 Cr) z< LU m m m O Z m J F, v > \ °o LL- v � w z z LU tL ¢ z O O w ¢ ¢ U p m Am m ¢ = m w q - m m 4 ¢ 114 CL � O O Z w a U N O fK 0 �7 rte- °- ¢ w QC m m N t I I i ~ w U D w m z De a o \ O z fL uvi L- U o m z U w Z U z - - O O - O ?- ? z w w O z >- '_ '_ z \ 0 0 m m oo v ►- U z v i n �(- v z i7 � n _ m o a- FOYER 0 ® 0 0 9'-8" Wall Paneling- Full Height POWDER ROOM 0 0 0 ® 0 ® 9'-8" Horiz. Bds. l3'-6" Height) COATS 0 0 0 0 9'-8" 4 LIVING ROOM 0 0 01 0 I 1 0 1 1 q'-8" ALCOVE 0 0 ® ® 0 0 9'-8" Vert. Bd. l3'-6" Hgt.) J DINING ROOM 0 0 0 0 0 9,-8" Coffered Ceding 1L KITCHEN ® 0 ® ® 1 ® ® 9'-818 3/4' 2 I/2" 2 I/2" ~ BREAKFAST 0 0 0 0 010 ® q -g" Wainscoting (3'-6" Hgt.) cn4 e- PANTRY 0 0 9'-801 3 1/2" HALL 0 0 0 0 0 q'-8" Wall Paneling (3'-6" Height) BEDROOM I 0 0 ® 91-811 no BATH I 0 0 0 0 ® 0 q'-8" Wainscoting (3'-6" Hgt) O SUN PORCH 0 0 0 ® 0 Varies Vert. Bd.- Full Hgt v� GARAGE ® 0 00 0 II'-0" Type "X" Gyp. Bd. v(��(J� U MAIN STAIR 0 0 0 0 0 0 Varies Wall Paneling (3-0, Pitch on Stairs) BEAM/ 4 r1 CROWN ROWN SITTING 0 0 0 0 0 0 0 8'-0" Wall Paneling to Y-2" Hgt on 2nd FI 1/2" CROWN W/ R I Z D 4 " CROWN MASTER BEDROOM 0 1 1 ® 1 1 0101 0 1 Varies FULL SIZE FULL SIZE FULL SIZE W MBR WIC 0 1 0 1 00 0 I 8'-O" MASTER BATH 1 0 0 0 0 00 0 ® 1 1 8'-0" Wainscoting 13'-6" Hgt) BEDROOM 2 0 0 00 0 Varies O U- BATH 2 0 0 0 0 00 0 0 8,-0" Wainscoting (3'-6" Hgt) O 0 BEDROOM 3 0 0 0 0 0 Varies O CZV BATH 3 0 0 0 0 0 0 ® 0 8'-0" Wainscoting (3'-6" Hgt) LINEN 0 0 ® 0 CAP MOULDING DRAWING TITLE: COVE ELEVATIONS CAP CAP CAP 3/4" MOULDING MOULDING MOULDING 42" HEIGHT ITYPI ALr. FACE OF COVE WALL > COVE COVE JOB: iv _\ - RENOVATION/ ADDITION Ix6 HORIZ. Ixd Td:G SHIPLAP 5/8 V-GROOVE 185 CALYES NECK ROAD 2 1/2" GWB WAINSCOTING GW STILES � W/ NICKEL WB VERTICAL SOUTHOLD. NEW YORK RAILS JOINT (OPTION W/ BEAD) TOWN OF SOUTHOLD BACK W/3/4 I " SCTMu 1000-10-04-48 BAND m GYP. BD. ARCHITECT: iv FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 1114O r _ tt- (y \ r _\ m ao I /4" 52 NOYAC PATH VENEER WATER MILL. NY 11414 BACK PLYWOOD 2 3/ _ BAND NOTE: JB/4" ALL ELECT CAL RECEPTACLES TEL L31 '154-5555 i� 3 I/2 t4TO BE INSTALLED fweberarchitectOyahoo.com _\ HORIZONTAL-Y IN BASE /� M W I N D O 3/4 WINDOW/DOOR Nd SE t NOTEDING (u LESS OTHERWI E tD SEAL: BE7"rtl I —TYP.. COVE - : 3" = I'-o„ PANEL HEADCASING— TYP. �-KHalf Full Size M10LDING4.Half Full Sizeo - `tF.� ;. r ' 4" SQUARE EDG ,�, ER RECEPT CLE OVER SHOWER ASE DCURB, 2 3/4" . x 4 12" W. CABINETS, ETC. s Ix8 Ix8 /4x8 5/•4x8 ITYPICA ) BASE BASE BASE BASE v- Note: \ Where Window Sills \ m M Occur Directly _ m cv Above Countertops, bo 1/2" 1/8" 1/8" I/ Eliminate Casing and Extend Backsplash to I/4" I/4" M REV.: AUG 2, 201E WIDTH AS REQUIRED Underside of Sill SHOE \ MOULD DATE: JULY 21, 2O1L WINDOW � - CASINGS SCALE WINDOW SILL— : v4• = 1'-0• SILL MULTIPLE UNITS SHOE OUL JOB NO: w2O151O ELEVATION SHOE SHOE SHOE SHOE \ Half Full Size Half Full Size _ (`� DRAWING NO. 8" BASE (Typical) 4" BASE (Typical) 3/4 FULL SIZE FULL SIZE Q " HORIZ. VERTICAL PANEL INCA WAINSCOTING BOARDS 13OARDS Half Full Size Half Full Size Half Full Size Half Full Size OF AS SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE 9 EACH RAFTER FRED ROCK Joint Description ROMMIN �' ICE SHIELD UNDERLAYMENT pti Nail Sizes Nall Sparing REQUIRED - 24" FROM EDGE ROOF FRAMCNG WEBER C CD HURRICANE CLIP Rafter to Top Plate(Toe-nailed) 3-8d per rafter �e TYPICAL. Ceiling Joist to Top Plate(Toe-nailed) 3-8d parr joist Q�(��j O'Q'(��V Ceiling Joist to Parallel Rafter(Face-nailed) 3-18d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2-8d per tie SIMPSON H3 Blocking to Rafter(Too-nailed) 2-8d each end Rim Board to Rafter(End-nailed) 2-16d each end WALL FRAMING Top Plate to Top Plate(Face-nailed) 2-16d peribo' SIMPSON H2 HURRICANE Top Plates at Intersections(Face-nailed) 4-16d joints-each -each side MST31 METAL STRAP Stud to Stud(Face-nailed) 2-16d 24"o.c. CLiP NAILED. FROM PROVIDE 8d COMMON 9 ALL JACK POSTS Header to Header(Face-nailed) 16d 16"o.c.along edges RAFTER TO STUD. - NAILS 9 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. SHEATHING TO LAP TOP 2-16d per 2x6 stud I1(1 (1 2-16d WALL PLATES I u u I per 2x8 stud APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Bandjoist,Endjoist or Bloddng(Face-nailed) 2-16d ''2 perfaot EXTEND TO TOP OF TOP 4 - 8d NAILS FLOOR FRAMING PLATE. TYPICAL 9 JACKMPOST ETAL STRAP Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d per joist U MST21 9 STUDS Bridging to Joist(Toe-nailed) 2-8d each end w/ 4 - 8d NAILS 948" O.C. Bloddng to Joist(Toe-nailed) 2-8d each end no EACH END - TYP. = SIMPSON MST21 Sloddng to Sill or Top Plate(Toe-nailed) 3-16d each block o i 1/2" WiDE - 12 GAGE Ledger Strip to Beam(Face-nailed) 3-16d each Joist METAL STR77" AP 932" OC. Joist on Ledger to Beam(Toa-nailed) 3-8d per Joist FLOOR JOIST MAXIMUM. Band Joist to Joist(End-nailed) 3-16d per Joist Band Joist to Sill or Top Plate(Toe-nailed) 2-16d ' per foot DOUBLE TOP---' PLYWOOD SHEATHING ROOF SHEATHING PLATE TO OVER LAP BOX HEADER 2 x 6 916" O.C. BEAM - TOP + BOTTOM. Structural Panels Sd 4"o.c.perimeter zone STUDS = SIMPSON MTSA 18-Z W/ other 6"o.c.edges of (6) 8d NAILS TOP t panel, 12"o.c.interior BOTTOM 9 32" O.C. Diagonal Board Sheathing of panel SECTION 1"x 6"or wider 2-8d per support 4, 1 ELEVATION 1"x 10"or widee r 3.Sri per support CEILING SHEATHING O Gypsum Wallboard 5d 7"edge/10"field SIMPSON MTSA 18-Z W/ O O (6) 8d NAILS TOP t _ WALL SHEATHING BOTTOM s 32" O.C. Structural Panels 8d (see table 3.9) Fiberboard Panels SIMPSON LTP4-Z W/ =_ SIMPSON LTP4-Z W/ 7/16" (6) 8d NAILS TOP t (6) 8d NAILS TOP 4 6d 3"edge/6"fielld /BOTTOM a 32" O.C. FLOOR JOIST BOTTOM 9 32" O.C. 25/32" 8d 3"edge/IV field —NAIL SHEATHING TO SILL PLATE TOP OF FOUNDATION 8 ALO.C. NAILS 4 Gypsum u Wallboard n , ...... (SHEATHING TO LAP SILL PLATE) .. . . ,• .: 5d 7 e /10 field DRAWING TITLE: Hardboard2 45 REBARn 8d see table 3.9) . .. ... .......:... ...,... ,......• ,. ..•.:. . , ... . . ... .,.. .:"..:.:•..;.:.. ::.'::�.':>.: _ Pa rticieboa rd Panels (s etable 3.'9 Diagonal Board Sheathing(2x68ILLPL TES COPPER TERMITE SHIELD <, CODS DETAILSACQ TREATED. w/ SILL SEA ( Y .) F' , p " p " x or x per support 1p x 10" or wider 3-8dSEE FOUNDATION DWG. Per support FORFDR E I /R I I `F'. ��'•' �`� .' D S GN E N CNG FLOOR SHEATHING Structural Panel 5/8" x 16" A.B. 932" OC. 1 w/ 2"x2"x3/16" WASHER. or less 8d 6"edge/12"field (HOT DIPPED GALV. OR greater than 1" 10d 6"edge/6"field STAINLESS STEEL) HOLD DOWN + SHEAR CONNECTION CRITICAL PATH Diagonal Board Sheathing JOB: per support RENOVATION/ISOLATE WASHER FROM x or x 2-8dper support ADDITION PL W/ FELT STRIP 1"x 10"or wider 3-8d 1 Nailing requirements are based on wail sheathing nailed 6"on-enter at the panel edge.If wall sheathing Is nailed S NECK ROAD 18'15 CALVE 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall SOUTHOL E NEW YORK be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. 2When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD be reduced to 1 -16d nail per foot. SCTMtt 1000-10-04-48 a a � ,ARCHITECT: ::j .::: ;>'..;>>:>: FREDERICK R. WEBER sss.... ;:?s:�. f:: `:......:::;: 41 EAST MAPLE ROAD ;::;: >::;:::>:': GREENLAWN, NY 11140 i ':l l:>s> .. I:>:: DESIGN CRITERIA: 52 NOYAC PATH k: :i :;:;`: .`:.I I »: WATER MILL, NY 119'16 o :.:.G 10i : :;; ::: i;:;: GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 431 154-5555 E' f:..:: . . ... .::: : .,, k:: ` 0 0 1 1/4" x 20 GA. GALV. STRAP 1 1/4" x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36 9 weberarchttect9 ahoo.com .:: .. ;:.y �..... 10 ( 0 30 LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY ;:;':r `'`'` `'`>`" w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN Il...r...-..-... ...-..-...-.. �::::: - »: :.` EACH END 916" O.C. EACH END 916" O.C. BEDROOMS - 30 PSF. L.L. - a DECAY SLIGHT SEAL: _ ::::•.::::.::::.:::::.::::•::::•:::::•:::::•::: :. a..................................................... WiND SPEED 120 MPH D 1114" x 20 GA. GALV. STRAP 1 I - - v. s a /4 x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY B ICE SHIELD UNDERLAYMENT REQUIRED YES (7 CK 1. w/ 5-Sri COMMON NAILS TO GABLE ROOFS w/ 5-8d COMMON NAILS IN HIP ROOFS FDN. SIC O.C. EACH END 16® O.0 . 10 ( 0 �, 30 a a s a PROVIDE 8d COMMON NAILS 9 4' O.C. AT HIGH PRESSURE ZONE - 6" O.C. DESIGN CRITERIA: AT ALL OTHER PORTIONS OF ROOF s DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME TYPICAL. CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. . 1.::. `i i I :.::: p 2'-0" MAX. JULY 21, 2016 NA •t. t:>::> 3 E?>:. .:Y,,..... �.:,. } WINDOWS - GLAZED OPENING REV.: MAY 3. 2014 Na li : 10°( O k4s ° Y„ `:�: T-0" MAX. t3 f?»a:?:a1': {( c: ' �a��<�•«'y= % 2 — 8d COMMON DATE: APRIL 30. 2014 :: ..—.._•J:ii1:r`•?: ...—..—..aF:`:• ;,;';!•_*. ,#an!"rgR_ti ?i? a.` `s`_`' NAILS TO SiLL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE SCALE I/4" I'-O" a a " r" ' ` PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM PROVIDE 8d NAILS � O.C. AT PERIMETER INTERIOR , ;�:K+M -.g' t; ''^• E 1994 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT x•,� RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS JOB NO: w201510 PORTIONS OF PANELS IN HiGH PRESSURE ZONES. '"��.�« �-"'{' rhi,'C4:i� ... .4, '.,Y GABLE ROOFS OF 'I/V' AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING '=�,�_'�;�-� 4:r'� PROTECTION. ATTACHMENTS SHALL BE 2 1/2" #8 WOOD SCREWS, 16" OC DRAWING NO. 10°( 0 4, 45 ° NOTE a = 4 FT. IN ALL CASES "r'°3." ''`'`"z FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' GARAGE DOORS TO BE RATED FOR 120 MPH WIND LOAD. O COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR O OF AS FREDEROCK ELECTRICAL NOTES : AFFLIANCES : ROBERT 1— RECEPTACLES t SWITCHES TO BE "DECORA" (LEVITON), WHITE. OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION d ALL UTILITY CONNECTIONS BY CONTRACTOR VEBER 2- DIMMERS TO BE "DIVA" (Slide Control), WHITE. I- RANGE: "WOLF" or Equal (6) BURNER DUAL FUEL, 36", BURNERS- PROPANE, OVEN- 30 AMP ELECTRIC 3- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. 2- MICROWAVE: DEDICATED/GROUNDED IS AMP RECEPTACLE 4- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. 3- KITCHEN HOOD: 36"WXI8"H44"D, CT EXTERNAL BLOWER, 900 CFM ��aa 5- ALARM CONTRACTOR SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT, CO AND LOW TEMPERATURE 4- REFRIGERATOR: "SUBZERO" or Equal, 36", DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) ARCHOTECT DETECTORS PER CODE (MINIMUM) AS WELL A SECURITY ALARM SYSTEM. PROVIDE CENTRAL STATION MONITORING. 5- DISH WASHER (QTY 2): ELECTRIC, PLUMBING 6- AUDIO/VISUAL CONTRACTOR SHALL INSTALL AND WIRE ALL TELEPHONE JACKS, TV CABLE OUTLETS, AND INDOOR/ 6- WINE COOLER: 24" WIDE/UNDERCOUNTER, DEDICATED/GROUN,DED 15 AMP RECEPTACLE OUTDOOR SPEAKER CONNECTIONS. ALL SPEAKER WIRES TO BE "HOMERUNS". (OWNER TO PROVIDE SPEAKERS). 1- WASHER: FRONT LOAD, PLUMBING # ELECTRIC 1- ELECTRICAL RECEPTACLES TO BE MOUNTED HORIZONTAL IN THE BASEBOARD. 8- DRYER: ELECTRIC 8- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. 9- ELECTRICIAN TO VERIFY EILECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. ELECTRICAL FIXTURES : FLUMBING NOTES : OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): 1- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. I- CHANDELIERS (FOYER, DINING, BREAKFAST, ETC.) 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. 2- KITCHEN PENDANT 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ,ALL COLD WATER PIPING TO PREVENT SWEATING. 3- BATHROOM WALL SCONCES 4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. 4- SURFACE MOUNTED PORCH CEILING FIXTURES 5- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN CRAWL SPACE/ BASEMENT. 5- ALL DECORATIVE EXTERIOR FIXTURES 6- PLUMBER TO RUN AND CONNECT PROPANE PIPING FOR BOILER, RANGE AND GRILL. (FUTURE GENERATOR). 6- PATH AND POST LIGHTS 1- PADDLE FANS ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: I- ALL PORCELAIN FIXTURES 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO"), 4"0, HOUSING t TRIM (White) 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. L=J 4- UNDERCABINET KITCHEN FIXTURES nc) 2O Q 0 _ _gee ................. ........: ........ ................ .. .... O O _________ Chand ler Hose i Bib I -- I o T YVW.P./Q ELECTRICAL SYMBOLS ( GFI1----- �____ L�p{y_L_ ________ _ \-- --- I t I I t SYMBOL DESCRIPTION t l I I I I I I DUPLEX RECEPTACLE I I I I I I I I I I ► W.P. DUP.REC.—WATERPROOF DRAWING TITLE: r—� I I I I I sP 0GFI DUP.REC.—GROUND FAULT DUP.REC.—FLOOR ELECTRICAL R It/ I I I I I I i I I DUP.REC.—(l)SWITCH OPER, IST FLOOR I Freezerj j I I Chandelieh I j j I -- — -- C� SPECIAL OUTLET I ti IPend nt --PendataL I I I I I I I I t li LL ----i---- - --=-- I I I I I I t l I O SURFACE MTD.-CLG. 49 I II II I� DW . I I I I I I t t __-- OP SURFACE MTD.—CLG. (Porcelain) RECESSED—CLG. II I I IWALL MOUNTED 10 JOB: tl II II II Cc DUP. FLOOD RENOVATION/ Q ADDITION Ran a/Exh °�, 3 3 I I I I 3 3 ___________ ____ O-> HIGH INTENSITY, SWIZEL, RECESSED UnderCabinet____; __ O o O nderCabine ° JS I T-- ____ Surface o CLOSET LIGHT �___ ____ ___ (� (� O (� ----------- To 2nd s me 1815 CALVES NECK ROAD `R'GFI YYGdI ' ' `N'GFI Floo SHOWER LIGHT (Wet Location) SOUTHOLD, NEW YORK I JS I I GFt C � UNDERCAB. FIXTURE TOWN OF SOUTHOLD sP SCTM# 1000-10-04-48 I ® ® DOORBELL/CHIME I I O 3 0 EXHAUST FAN I I ARCHITECT: I o4 0 + lO 14 PADDLE FAN-------- FREDERICK R. WEBER ---- - COD Q 41 EAST MAPLE ROAD I I ° PADDLE FAN LIGHT GREENLAWN, NY 11'140 I I I AC #I / l a 5- I t t 52 NOYAC PATH � rfa e I urface I I WATER MILL. NY 119'16 I I _ _ ❑ ATTIC FAN urface TEL 631 154-5555 I I Chandelier �� JSAC #2 sP SPEAKER fweberarchttect9yahoo.com TELEPHONE I I i Q I O CABLE VISION SEAL: 'N pit �--•_ I I (h .• I .•. '� I Hose I r--------,__�F———— e t I Bib © COMPUTER (Cable t Phone) ' FI I LIGHT W/ HEAT/FAN/NIGHT LIGHT �7 1 I I I F Surfa nce ; THERMOSTAT I r— ---=--------� r--- --- ' fi ------------ -J - - FAN/LIGHT I I I I I Hose I I I I I I I Bib I SMOKE DETECTOR W.P. I o I I I I S once Sconc I O rt I I I I I I I Oco CARBON MONOXIDE DETECTOR II I I I I I I SWITCH Surface `N'GFI 3 1 I I i I I t t $3 SWITCH 3-WAY -- -- ----- I I ----------- ---� $4 SWITCH 4-WAY AUG. 2, 2016 JULY 21, 2016 4° SWITCH W/ DIMMER REV.: MAY 3, 2016 ELC $w SWITCH WATERPROOF �� DATE: APRIL 30. 2016 IFLOOR j 0¢ JS JAMB SWITCH�' Kd KEY PAD SCALE F EX EXISTING JOB NO: w201510 DRAWING NO. OF E2 FREDIGRUCK ROBERT WEBER ARCHOTECT U U no O Q 0 0 Chandelier i ELECTRICAL SYMBOLS SYMBOL DESCRIPTION ODUPLEX RECEPTACLE i w.P. DUP.REC.—WATERPROOF DRAWING TITLE: OciFi DUP.REC.—GROUND FAULT ® DUP.REC.—FLOOR ELECTRICAL `'•.,\':.L,: %:` i i Q} DUP.REC.-(I)SWITCH OPER. 2ND FLOOR SPECIAL OUTLET b' FF [ O SURFACE MTD.-CLG. --- OP SURFACE MTD.-CLG. (Porcelain) 2B -C� RECESSED-CLG. +-O WALL MOUNTED JOB: cc DUP. FLOOD RENOVATION/ 0 2'qT 3 �CO �+ US O-> HIGH INTENSITY, SWIZEL, RECESSED ADDITION 71 p CLOSET LIGHT --------- 1815 CALVES NECK ROAD SHOWER LIGHT (Wet Location) SOUTHOLD, NEW YORK i GF1 i C UNDERCAB. FIXTURE TOWN OF SOUTHOLD ® ® SCTM# 1000-10-04-48 DOORBELL/CHIME s To Is I i Floor (] EXHAUST FAN ARCHITECT: F1 PADDLE FAN FREDERICK R. WEBER i JS 41 EAST MAPLE ROAD i F PADDLE FAN / LIGHT GREENLAWN, NY 11140 IL 52 WATER MILL•NY 114%. 10 0] L ATTIC FAN TEL 631 154-5555 SPEAKER fweberarchitectsyahoo.com TELEPHONE O CABLE VISION SEAL: COMPUTER (Cable t Phone) H❑ LIGHT W/ HEAT/FAN/NIGHT LIGHT Q THERMOSTAT FAN/LIGHT SMOKE DETECTOR `- l eco CARBON MONOXIDE DETECTOR SWITCH 3 SWITCH 3-WAY 4 SWITCH 4—WAY AUG. 2. 2016 JULY 21. 2014 D SWITCH W/ DIMMER REV.: MAY 3. 2014 ELECTRICAL $w SWITCH WATERPROOF 2ND F F L A I L 0¢'�� JS JAMB SWITCH DATE: APRIL 30. 2104 SCALE K® KEY PAD EX EXISTING JOB NO: m201510 DRAWING NO. IF= 2 OF E2 FRAMING NOTES: FREDEROCK I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER WINDOW SCHEDULERROBERT EBER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD Unit Model # R.O. (Width t Height) Opn9 Egres TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-0" AND OVER WITH TRIPLE UPRIGHTS. ® TW210410 3'-0 1/8'x 5'-0 1/8" Yes QRCHOTECT ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8 8'-0" O.C. ® TW2432 T-8 1/8'x V-4 1/8' PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skglights, Stairs, etc.) OR AS NOTED ON DRAWINGS. © TW20410 2'-2 1/8"x 5'-0 1/8" 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. Q DHP54410 5'-1 1/8"x 5'-0 1/8" 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 AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. Q TW2042 2'-2 1/8"x 4'-4 1/8" 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 0 5 12" O.C. INTERMEDIATE. Il. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" Q DHP31042 V-11 1/8"x 4'-4 1/8" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-]-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, Cs TW2642 2'-8 I/8"x 4'-4 1/8" GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS O SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. HO CIR20 T-0 1/8" Diameter 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 9 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. Q TW2036 T-2 1/8"x Y-8 1/8' 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 81 . Q DHP310410 3'-II 1/8"x 5'-0 1/8" O TWT2015 T-2 1/8"x 1'-1 1/8" no O O TWT5615** 5'-1 1/8'x 1'-1 1/8" NO TWT31015** 3'-11 1/8'x I'-1 1/8" n © TWT%I5 2'-8 1/8"x 1'-1 1/8" ® TW24410 T-6 1/8"x 5'-0 1/8" O DHP410410 I'll 1/8"x T-0 1/8" a` FO ustom A6 RoundTop 2'-4 1/8"x 5'-5 3/8" (2) 9 1/2" LVL Hdr. C Casement A6 Model Numbers Refer to "Andersen" 400 Series, Clad, v O High Performance Low-E4 Glass, PG 50 Upgrade, O ar Simulated Divided Lights, Plgwd. Panels for Impact, Full Screens O (3) 9 I/2 LVL. Hdr. ** Custom Units O ----- ------- W r - I z= =� (3) 9 I/2" LVL Hdr. Ex Hdr. ----- i\) - I i I (3)_11 1/8" LVL Hdr. (Flush) ----- --I ,- _+ L -- - _--_--_--_- LL -- --�'— — — — ---- ---_-_-_-_- l3) II 1/8" LVL Hldr. (Flush) ----- -- ,--4'--.,y ---- ------ - ------ - ----- - -.-.-.-.-.-.-. -.-.-.-. - - - - fi� SCHEDULE i I l 3 1/2" Angle i t I I I hru Bolt I I I I I ( Un Model # I Connection F;I I I I I I I i I it Width It Height Front Door w/ Y-0"x 6'4" (Door) DRAWING TITLE: 07O Sidelights t Transom (2) I'-2'x C-8' I V ("Simpson") Sidelights t Transoms \y I I I I I I I I N p --------- -- 2ND FRAMING I ��_-�--- ---------��1 - I I - I I i I Andersen � " l a I FWH21611AL * (IST PLAN) I I; X i x O i li O 1 1 I I O i i w N 2 2-9 x 6-II I I� iv iv •. I I � II it t1i 1 1 I I tii ,� „ Andersen „ ------------ C FWH294115 ••••••••I 3 2-9x 6-II II �r I I I I II II I I I "Andersen" 1 ,1 - I I - I I I I - I I O O ° Andersen I II } Irl----� ap I i aD bD I i -' Ii. �' �� II II \ I I I I \ I I :4 FWH54411APLRLn Ln * 5 4 x 6 II li v I 9 r I I e r I I I I a, I I Andersen , " I I, °D Ill °I' z- II II z- I I I I Z.- I I =5 --i I O FWH2161IAR - II 11 - I I I I I I �' I- ----I rn(Y 5 2'-Tx 6-II ------- err—'r —_r_T__i--r— --i-- "Thermatru II I I Fj I I I I a 4J I - X I I Smooth Star " , ,, JOB: 6 2'-8'x 6-8 X X II ;II I I 1 1 1 1 1 1 1 r- I I 3 r w N S6042 FXG, LE n l a l a l --- I I I m n, I o, JII qi I I I Z Z I I I II , I I I I I .�� I I z= � RENOVATION/ I w x I -----J -� -- -- ExistinBearing (Wall I I ______aa __ ADDITION I ———————————— I -—————— ------- -------- II I I I ^) —•—•— L --------- EX Beam — • O IV �� ------- I L1--------- ————--— -------- N 1111 � I _ 11 _ I -------- I x x _ � * Verify Operation :(j O O r ____ _____ w cv o 1815 CALVES NECK ROAD Bearing Wall// i ; l SOUTHOLD, NEW YORK ( III I I I -- U7 dTOWN OF 100-0 -4 ------� - __- r -----, � iy xW 3 I/2" Angle, cV ARCHITECT:X hru Bolt Connection LVL 141 r. (2), 11 1/8" LV Hdr. (Drop)- - - FREDERICK R . WE BERo _ _ . = Ex Hdr. — ----New (2) II 1/8" Lw/ 1/2"Al" Steel p c 41 EAST MAPLE ROA D —.—.—.—.—.—. GREENLAWN. NY 11140 New 52 NOYAC PATHII 1/8TJI 5 b, 16" ocz WATER MILL, NY 11916 (3) II 1/81, Hdr. (Flush)_ _ __ _ _ TEL l5(2) 111/ LN� m/ 1/2xl_ I. ? (Flush) 2)II 1/81 LVL w/ 1/2"d1�tL (Flush) fuberarc3tec *yahoo. om X + > c K, --------- KM `" A6 SEAL: r------- -------� nr � ate.; _,_ oe V cV to m m OC 0 I �r I I 0 0 l New X I $ o¢\GK B X X Z II 1/8" T 560, 16" o n�:X X I �ti��( nt I New I New Z C-4 C-4 Z c� cv I 4 Ja A 2x81R.R., 16"oc I 2x8 R.R.,116"oc u INew I I _______________- / x10 C.J., 16"ocl I I l —'—'— --- --- D I I I A6 I —.—.—._.—.—.—. I A6 j I I ___-- N I.► (2) 11 1/8�'. VL F.J. (Flush I I N I I I I I = I . 1 � i t = I I (2) II 1/8" LVIL Hdr. (Drop) I I Cr I I °x° I I -A AUG. 2, 2014 > :2:C-4 ^ > JULY 21, 2014 " � -_-_-,� •--------� " J 2ND FLOOR FRAMING(2) 9 1/2 LVL Hdr. (Drop) I PLAN ) REV.: MAY 3. 2014 IS ITFLOOR �0¢� DATE: APRIL 30, 2014 /'f" = I'-O'i SCALE A JOB NO: w20151O A6 DRAWING NO. D A6 OF 32 FREDEROCK FRAMING NOTES: � I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER WINDOW SCHEDULP ROBERT WEBER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD Unit Model # R,O, (Width t Height) Opn9 Egres TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SU13FLOOR TO FLOOR JOISTS. 4. ALL HEADERS C-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ® TW210410 V-0 1/8"x 5'-0 1/8" Yes A° RCHOTECT ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED a 8'-0" O.C. © TW2632 T-8 1/8'x V-4 1/8' PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. © TW20410 T-2 1/8"x 5'-0 1/8" 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. O DHP54410 5'-1 1/8"x 5'-0 1/8" 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM, ALL 2x6 STUDS SHALL RECIEVE 5-I00 NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. Q TW2042 T-2 1/8'x 4'-4 1/8' 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D a 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" DHP31042 V-11 1/8'x 4'-4 1/8" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, G TW2642 2'-8 I/8"x 4'-4 1/8" 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 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. HQ CIR20 2'-0 1/8" Diameter 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. O TW2036 T-2 1/8"x V-8 1/8' 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OK DHP310410 3'-II 1/8`x 5'-0 1/8" O TWT2015 T-2 1/8"x 1'-1 1/8" no G� O TWT5615** 5'-1 1/8'x 1'-1 1/8" O TWT31015** 3'-II 1/8'x I'-1 1/8' © TWT2615 T-8 1/8"x 1'-1 1/8" ® TW24410 T-6 1/8"x 5'-0 1/8' O DHP410410 I'll 1/8N 5'-0 1/8' D ustom A6 A6 TO RoundTop 2'-4 1/8"x 5'-5 3/8' w7 C Casement 4? A6 Model Numbers Refer to "Andersen" 400 Series, Clad, v \ / High Performance Low-E4 Glass, PG 50 Upgrade, O �b Simulated Divided Lights, Plgwd. Panels for Impact, cii / �.• Full Screens O Custom Units r------J ---- / Roof x10 , lVoc (2) 2x8 Hdr. (3) 2x8 Hdr. (2) 2x8 H r. SCHEDULE_ _ -----------------:------------------------ - - - - -_-- DOOR ,JCI IEDUL r_, I (3) 9 1/2" LVL (Flush) I J L, LJ L 1 I O ,j/L•`J• I L J O I I LJ I I I 2x6 xterio C2) 2x4 Studs L J `:\`':. :'/:' I Wall (Tgp.) 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C ii Ii ii iI i II II Ii 8 �� A6 SEAL: 72 Rafter Pitch =_ Rafter Pltchl I Flattens t i -- -, I 1 Flattens t I I ^v; I I I I NewlAdd "Sweep" u Add "Swee2xlQ C.J., 16oc CieCK Between Between Rafter Pitche Rafter PitLI h"lIe s ztv r--- IdleW P4leW New —1 I L --- � nzN 2k10 R.R., 6 oc 2�d10 R.R. 16 oc i 2x10 R.R., I c f R.iR., 161 oc ----J LJ t--- i u n , p II I f • ,� I I I I I I II I I I I I D I I I I (2) AS Hdr. D I I i t A6 L—J — L.J A6 a{ A14I I I I I I I I IIJWK— I I I I i t i t I I I I I I I I I L----- - J I II I --------------- I �) JULY 2. 2014 L------� ------J ----------------- R FRAMING REV.: MAY 3, 2014 ( 2ND FLOOR PLAN ) DATE: APRIL 30. 2016 1/.411 _ V-011 SCALE A JOB NO: w201510 A6 DRAWING NO. D A6 OF S2