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rr' �o�gUEFO(,�00&' Town of Southold 2/27/2021 3 P.O.Box 1179 a _ 53095 Main Rd �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41842 Date: 2/25/2021 THIS CERTIFIES that the building ADDITION/ALTERATION r ` Location of Property: 670 Old Salt Rd., Mattituck SCTM#: 473889 Sec/Block/Lot: 144.-5-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/20/2013 pursuant to which Building Permit No. 44696 dated 2/14/2020 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: alterations and additions, including covered porches, screened porch, second floor deck, pergola, outdoor shower stall, generator and attached garage as applied for per ZBA#6679, dated 9/19/2013. The certificate is issued to Old Salt Ventures LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44696 7/24/2014 PLUMBERS CERTIFICATION DATED 10/27/20201 Point East Wmbing I jhUd( Signature suFEec�c TOWN OF SOUTHOLD BUILDING DEPARTMENT - TOWN CLERK'S OFFICE o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44696 Date: 2/14/2020 Permission is hereby granted to: Licata, Stephen 95 Hillside Rd Albertson, NY 11507 To: Additions/alterations to an existing single family dwelling as applied for per ZBA approval. Replaces BP# 38388 At premises located at: 670 Old Salt Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 144.-5-13 Pursuant to application dated 2/14/2020 and approved by the Building Inspector. To expire on 8/15/2021. Fees: PERMIT RENEWAL $628.40 Total: $628.40 Building Inspector sn�nt TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERKS 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#: 38388 Date: 10/4/2013 Permission is hereby granted to: Licata, Stephen & Licata, Amy 95 Hillside Rd Albertson, NY 11507 To: Additions/alterations to an existing single family dwelling as applied for per ZBA approval. At premises located at: 670 Old Salt Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 144.-5-13 Pursuant to application dated 9/26/2013 and approved by the Building Inspector. To expire on 4/5/2015. Fees: I fJ I6 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION :1,906 .CO -ALTERATION TO DWELLING 50.00Total: $ 12.8 5b m �0 Building Inspector A 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: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a 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. d 3 New Construction: Old or Pre-existing Building: V (check one) Location of Property: [� , wzwyn 7y-e6C House No. Street If// Hamlet Owner or Owners of Property: �j Z tis? Ci b -J-- 641 Suffolk County Tax Map No 1000, Section '�� Block Lot 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: $ ppliC/6/--nature Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® roger.riche rta-town.southoId.nV.us Southold,NY 11971-0959 ��COUN% BUELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Licata Address: 670 Old Salt Road City: Mattituck St: NY Zip: 11952 Building Permit#: yj y 101 38388 Section: 144 Block- 5 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46288-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Seance 1 ph 200a Heat Duplec Recpt 48 Ceding Fixtures 18 HID Fixtures Service 3 ph Hot Water 1-ele GFCI Recpt 1 Wall Fixtures 20 Smoke Detectors 21 Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 5 CO Detectors Sub Panel 1-10 A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances2-dw Dryer Recpt 2-20 Emergency Fixtures Time Clocks Disconnect 200a Switches 68 Twist Lock Exit Fixtures TVSS Other Equipment: 1-combination smoke/co detector,19-motorized blinds, 7-GFCI circuit breakers, 6-ARC fault circuit breakers,3-exhaust fans, 12 ft lighting track,1-steam generator,1-20KW stand by generator with Notes: 200a transfer switch Inspector Signature: Date: July 24 2014 81-Cert Electrical Compliance Form xls �Q�Q Town Hall Annex � Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CAR Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD OCT 2 7 2020 -RjnLD r"dr"FT. O1ERTXT J,CATX0LK Totidl'1(�'X,y Date. Building Permit No, �LQ � Owner;L-,\ (Pleasc print) Plumber: 1P-Oip - (Please print) -- — - I certify that the solder used in the water supply system contains less than 2/10 of i% lead. (P tiers Signature) Sworn to before me this� day of Notary Public,-s4 0. County SUSAN A.RIZZO Notary Public,State of New York No.01 RI6183459 Qualified in Suffolk County Commission Expires March 17,2QR(r �y SOF SOUry ��'YUOUNi`4,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765.1602 INSPEC ON [ ] FO DATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] EMRKS7/L OUGH) [ ] ELECTRICAL (FINAL) RE �- L DATE INSPECTOR ho��OF SO(/l�olo coum,��' 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: A:�'Qa DATE -111/1611 INSPECTORZ r4f so cou 47 TOWN OF SOUTHOLD BUILDING, DEPT. 765-1802 INSPECTION I FOUNDATION IST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) A ELECTRICAL (FINAL) CODE VIOLATION ] CAULKING REMARKS: DATE . - INSPECTORWI / O��pF SOUIyO! TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTI [ ] FOUNDATION 1ST [ ] R GH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: J ) � a�- t73r s l DATE INSPECTOR pE SOUjy�6 - - # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -:j INSPECTION [ ] -FOUNDATION 1ST r [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ :] ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 71 of 617) Drat sh4k w4ts on ,. �'�- DATE IV -ko INSPECTOR COMMIENTS -r, ME . MM" fes' LMm r _JJ�J h��; ' STATE ENERGY COOE 71 7F, ADDITIONAL Cr M 1 N I �t TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST �BUILJ)ING DEPARTMENT Do you have or need the following,before applying? TOWN HALL J, Board of Health SOUTHOLD, NY 11971p- /� 4 sets of Building Plans TEL: (631) 765-1802.. ` = Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net..% PERMIT NO. Check Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood,Permit Examined / ,20 Single& Separate Storm-Water Assessment Form JO6\9 2 0 2013 contact: G ��++ l,G 0.L�i _9. MIL_ ( Ntx Approved l U I 20__q DET uZil.to: ` Disapproved a/c _ TOWNLDG OF SOUTHOLD `_ --AG% Phone- Expiration 2t� Z7 ui g nsTctor '618APP40VAj APPLICATION FOR BUILDING PERMIT Date ! 520 13 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.th'e'wdrk authorized has not,cornmenced-within 12 months after the date of issuance or has not been completed within I8'moi�ths-from such date. If no,zoning�amendments or other regulations affecting the Property'ha`ve been enacted'in the interim,`the'Building•Inspector may authorize;'inwvriting,�tlie`extension of the permit for an addition six months Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings,'additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code,and regulations, and to admit authorized inspectors on prernises and in building for necessary inspections. ( nature If Wicant or name, if a corporation) (Mai�UA �AT �j-e/ nt) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 46 p 5-rGl�r '� �� Name of owner of remises (As on t ie 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. Loca ion of land on which proposed work will be done: House Number - Street' . p Hamlet County Tax Map No. 1000 Section ! Block 05__ Lot r Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed cons ruction: a. Existing use and occupancy 5 b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �,� 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 r 6. .'If business; 'commercial or mixed;occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensiortspf,same structure with alterations or additions: Front Rear Depth..�t� ': Vi1,' . Height Number of Stories _ 8. Dimensions of entire new construction: Front Rear Depth Height I - Number of Stories 9. Size of lot: Front / ® / Rear Depth ,��7 . 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO � 14. Names of Owner of premises 5' � s A M ddress �jt+c.a.Z1�GT�G�Phone No. 2,16 Name of Architect [ Address Phone No 7 L A - (0 Name of Contractor Address ' Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. CONNIE C. BUNCH STATE OF NEW YORK) Notary Public,State of N'ew York SS: No.01 BU6185050 COUNTY OF ) Corn ss�ion'ExpiresoApCl�2 � 1_114eWZIQ , being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the �V (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application, that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. S orn to before me thi day of 20 Notary Public ignature of Applicant Town Hall Annex Glenn Goldsmith,President Michael J.Domino54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,Now York 11971 A.Nicholas Krupski TeleAonp(633)-765-1892,— Greg Williams L FEB 2 2 2021 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO,n':" CERTMCATE OF CONTLIANCE # 1766C Date: October-'20-202 THIS,CERTIFIES that the existing(11601s9ift. footp-rint)twc=,storyy dwelling with attached & 1 drTn6U 66 ggggg.'gs built two--5'wide gable,,aonners,and one 9'� wide 9 e-d addedt ':eXistiA91 as-built iebuil-d•6f-,existing'lf'x3O' scrptfae&.porbh and added a deck to-its.roof:as-buili-IM6W. Ratio.and 68 linear feet of 2'wide stone-wall-,as well as-a 7'x8' fire pit and 8'x20' p&gola:as- built 93"A1414"(46.8sgfk.),-outdoor shower- aiidto.fi&i11.4gid-,1jerp maintain a,10s wine ,non-t iiifbuffer.;alongifi6lafidWaTd,iide-6fexisiin,concrete-seawall— At .670".01dSalt-Rd6d.Mattitnck Suffolk County Tax Map.#1000-144--5-13 Conforms to the application,for a Trustees Permit heretofore filed in this office Dated January 27,2020 pursuant to which Trustees Wetland Permit k9700 Dated'SepteinbeH 6,2020,was issued and conforms to all the requirements and conditions of the-applicable provisions of law. The project for which this certificate is being-issued is for the eAM"n-gQ2,601.sq.fLfootprintI )-two-§= 531 lil x.I - -gab dormersandon -W1d6,.P ft&fl�k Wiffattdched.etarage� as built two Widg, bte d" e -abld-dortner added to ex-igft root,aarbuiltrApild of existing 11'x-!W gdr6eg6d, o dd d-ade k o" .b tbh and a: e , a t Its root,as-built 30'-x50' patio.and 681irigarfeet of 21 wide.stoge wallas-welt as-a 7'x8',fire tit 4 'gsgV dob -ft.!,'o I i show&r,•aid t6install,and Iaerpetuafty-maintain a-10'wide non-turf biffdr al6ng theddndward-gf&-oftxisting concrete seawall. The ceftificate'is issued to Stephen&,A=Licata owners of the aforesaid propeaty. Authorized Signature 2013-09-13 10:10 111-Permits 6314440360 » P--2/2 New Fork Stant Departmoot Of Conservation NOtke of lnconipticte ApplicatioIa� T111s is NOT a Permit- 13era6l tYrstshm, 71797 1��rs iltry fd1C #"t" PROP[,-'Wry 670 OLD SAL T RI)ISCTM 1000444,541 MA.'7rI Tt1 ,1r1Y 1195.2 4p 14-oar.,`;TI,-WE LtCwrA Charier ID;16.3 95 70 951-11L>;sDALE RD t'UMR'T ON,NY 11507 + rrrir�}mplledfon, I -Article 25'ridaI Wetlands Prc+ 0140radont in SOUTHO�LD in 5rjrr, LK coTjNTy Your apptrcatiorx ror.pcxrtlit fs incc�rttplctc. 1i4 TollpwYrtl;itetr►s are required., It appears liltely that the portion of your property landward of the concrete seawall may be located beyond the jurisdiction of the Tidal Wetlands Act. if you would like to request a letter of nort jurisdietion for your proposed project based on the existarsee of a substantial man-mach ,structure that is greater than 1.00 foot long,was constructed prior to August 20, 1977,and has remained functional,you mast submit the following., You must provide two coplOs of a surrey of the site dated before August 20, 1977 which, Clearly,Shaws the structure(l,o, paved road, bulkhead, seawall,=retslning'wpll,p6tc)and confirms Its length. Two copies of a plan showing all proposed construction rrlust accompany'the survey, Photographa must show the entire structure, if a survey cannont 6e provided that confirms these conditions,you must provide a copy of the Tidal Wetlands aerial phOto maps or other aerial photo dated before August 20, 1677*" indicating the location of the property in question and clearly showing.theltructure, "To obtain a Tidal Wetlands aerial photo reap, coact Nassau-Suffolk Blueprint CQ. (616)284- Ore o with.specific from; efts to tion irffc►rmatlon or thv rnap'inde number, The map Index number are obtainable from: . Nassau County Cierl4's office&Suffolk County Clerk's office Most Town and tillage Clerks offices, and NYSDEC:Bureau of Marine Habitat Protection(631)444-0206 "To obtain an aerial phots raph dated before August 20, 9977.call Aervgraphics Co, at(6�1) 589.6045 or Aerial image Resources at(631)467-4087• You mrast also submit recant chlor photos of the foil length of the concrote seawall. 1.10,00$46t it requested 1qf&,`,W rfj0n her �. N`o further acdvor c'an be talon unfit atl of thy.ge rn f. H94V C"onrn r f# rcan: Signor rc1; �Ikll�MI L AICI°IRR - NYSI f?C l r> cgtcrn11o,1 ,7n 13 SlJ1 ttia)SIxO NY BROC7iW0 CIRCLE Rj) �Y+ STONY BROOK,NY J 179 Page 1 of 1 From: Newenglandbarns<newenglandbams@aol.com> To: newenglandbarns<newenglandbarns@aol.com> Date: Mon,Sep 16,2013 6:17 am Attachments: photo.JPG(56K) Sent from my iPhone 1 Attached Images Fir I l� http://mail.aol.com/38041-111/aol-6/en-us/mail/PrintMessage.aspx 9/16/2013 Page 1 of 1 From: Newenglandbarns<newenglandbams@aol.com> To: newenglandbarns<newenglandbarns@aol.com> Date: Mon, Sep 16,2013 6:16 am Attachments: photo.JPG (561) Sent from my iPhone 1 Attached Images 1 t 3, http://mail.aol.com/3 8041-111/aol-6/en-us/mail/PrintMessage.aspx 9/16/2013 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: June 28, 2013 TO: Bill Gorman(Licata) PO Box 1447 Mattituck, NY 11952 Please take notice that your application dated June 28, 2013 For permit to construct additions and alterations to an existing single family dwelling at Location of property: 670 Old Salt Road, Mattituck, NY County Tax Map No. 1000 - Section 144 Block 5 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXII, Section 280-116B, which states, "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy-five(75) feet from the bulkhead." The proposed construction notes a setback of 57 feet to the existing bulkhead. ;----------------Z- Authorized Signature Cc: File, ZBA r' BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson o���F S�UryOl 53095 Main Road•P.O.Box 1179 Eric Dantes O Southold,NY II971-0959 #i[ t Office Location: Gerard P.Goehringer 25, Q Town Annex/First Floor,Capital One Bank George HomingO • �O 54375 Main Road(at Youngs Avenue) Ken Schneider l�'eou Southold,NY 11971 ihttp://southoldtown.northfork.net ZONING BOARD OF APPEALS u TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 SEP 2 4 2013 BLDG DEPT r Tnr, 'lf CDIT'tar ' r FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 19,2013 ZBA FILE: 6679 NAME OF APPLICANT: Stephen Licata PROPERTY LOCATION: 670 Old Salt Road,(adj.to Peconic Bay)Mattituck,NY SCTM#1000-144-5-13 SEORA 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 August 13, 2013 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued*a recommendation dated August 28, 2013. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. The LWRP notes"as built"pergola, patio, stone walls and fire pit were constructed without the benefit of review or permits. However, the Board finds that with the conditions imposed herein, (a landscaped buffer and Trustees review/approval if required) the application is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property is zoned R40 and contains 17,079 square feet. It is improved with a two story framed house with attached garage, rear patio, screen porch and pergola. It has 100.00 feet of frontage on Old Salt Road, 160.06 feet along the east property line, 99.86 feet on the Peconic Bay and 179.70 feet along the west property line as shown on the survey dated July 2, 2013 last revised Sept. 13, 2013 prepared by John T.Metzger,LLS. BASIS OF APPLICATION: Request for Variance from Article XXII Code Section 280-116(B) based on an application for building permit and the Building Inspector's June 28, 2013 Notice of Disapproval concerning a permit to construct additions and alterations to an existing single family dwelling, at; 1) proposed construction at less than the code required bulkhead setback of 75 feet. Page 2 of 3—September 19,2013 ZBA#6679—Licata SCTM#1000-144-5-13 L RELIEF REQUESTED: The applicant requests variances to a construct additions and alterations to the existing dwelling (dormers and a second story deck over an existing screened porch) and to legalize the existing pergola located at 56 feet from the bulkhead where the code requires a setback of not less than 75 feet from the bulkhead. ADDITIONAL INFORMATION: The LWRP Coordinator found the pergola,patio, stone walls and fire pit, were constructed without benefit of review by the Board of Trustees. At the hearing the Agent for the applicant was asked to go back to the Building Inspector to determine if the noted structures needed to be included in variance relief. The Building Dept. stated the existing stone walls, patio on grade and fire pit did not need a building permit. The "as built" pergola addition will need a building permit and was noted as the closest setback from the bulkhead at 56 feet. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 5,2013 at which time written and oral 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)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood. The dwelling is located within the 75 foot bulkhead setback and has existed in the present location since prior to zoning. The "as built" pergola is an open addition held up with columns. The proposed additions/alterations are within the existing foot print of the dwelling. 2. _Town Law 4267-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. Due to the current location of the existing dwelling, any additions within the footprint will require variance relief from the bulkhead. 3. Town Law X267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 25%relief from the code. However,the proposed alterations to the home are all to be constructed within the existing footprint of the home and there is no front yard or side yard encroachment being proposed. 4. Town Law §267-b(3)(b)(4) Evidence has not 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 and the conditions imposed herein. 5. Town Law X267-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 4267-b. The Grant of this variance is the minimum action necessary and adequate to enable the applicant the benefit of additions/alterations and to legalize the "as built" pergola 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 as shown on the plans dated 03.07.2013, last revised 04.12-2013 prepared by Anthony M. Salvati, RA and the survey dated July 2, 2013 last revised Sept. 13, 2013 prepared by John T. Metzger,LLS. Subject to the following conditions; j � I 1 Page 3 of 3—September 19,2013 ZBA#6679—Licata SCTM#1000-144-5-13 1. Applicant must apply to Southold Town Trustees for further review and approvals of the non-conforming bulkhead setback for the as built pergola. 2. Applicant must install, per recommendation of the LWRP coordinator, a perpetual landscaped buffer 10 feet in width landward of the concrete seawall. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. 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. Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Schneider, Dantes. Absent was Member Horning. This Resolution was duly adopted(4-0). Leslie Kanes Weisman, Chairperson Approved for filing 7/,23 /2013 Untitled Map Legend W rite a description for your map. � / 36103C / 36103C / 36103C 670 Old Salt Rd i � Feature 1 670 Old Salt R• ,Google Earth GoogleOc 2021 60ft 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road65.9 U2. P.O.Box 1179 G roger.richert(a o m.souttl0IA.ny.us Southold,NY 1197I-0959 BUMDING DEPARTMENT' TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �� ��2 1 o Date: Cf Company Name: ( C 1 Name: R©L� � O License No.: Address: ® (o M c Phone No.: 6 3/ -7 �-, 7 JOBSITE INFORMATION: (*Indicates required information) *Name: L 1^ C 4-pr *Address: - ,7 C2 o c D S A-1-9— 2 0 *Cross Street: 90 1 y -A tJ -_Q_ *Phone No.: j 6 -7 6O � y Permit No.: Tax-Map District: 9000 Section: I Block:_ Lot:_ 3 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (� C - l` s-0- � PNC', il ��1d.� .� (Please Circle All That Apply) *Is job ready for inspection: S NO Final *Do-you need a Temp Certificate: YESIE Temp Information (if needed) `Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION - Sao _ 82-Request for Inspection Fom �+o 0 F � ®��pF SOUK,®C Town Hall Annex O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 iQ l�c®UNT`I BUILDING DEPARTMENT TOWN OF SOUt"HOLD July 20, 2020 Stephen Licata 95 Hillside Road Albertson, New York 11507 RE: 670 Old Salt Road, Mattituck TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Board of Health survey Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing Energy Test Results and Manuals required Final elevation certificate Spray Foam Insulation Certification from a NYS licensed architect or Engineer BUILDING PERMIT: 44696-Z Additions/Alterations ELEVATIONS REFERENCED TO N.A.V.D 1988 N UNLESS NOTED SURVEY OF PROPERTY = FLOOD ZONE FROM FLOOD rNSURANCE RATE MAP AT MATTITUCK MAP NUMBER 36103CO482H SEPTEMBER 25, 2009 'ECEIVED TOWN OF SOUTHOLD p 3 2013 SUFFOLKCOUNTY, N. Y. SE 1000—144 05-13 LQOF L'-1 p pEN-5 SCALE: 1'-20' —20'5000A � AUGUST 2, 2013 (REVISION) AUGUST 27, 2013 (LOCATED M.L.W.) SEPT. 1392013 (addltlons) SALT ROAD' Gpp POA5-- OLD 100.00 EL 8.1DE N 79ro5t°0„E El. S.A. B.B. CURB o METER EL. 7.8' °VAL�1E � � g LOT 2 o E„ 8.8 20.6 EDD FENCE GAR-8 8- 1 pCpIWTOUR A EL. M!M.G,�D 29 25.1' R1 1.1E QNE GARAGE ls.0 cc)? m SAME � �c tag EL 8.2 � A \ FRSE HOUSE o 0 10.6 i or- F.F. —� / EL• o W 29.6' \25.2' BR1C�C SCREENED �? 20.6 24.6 —1 PORCH / �X PERGOLA v/ X-4 FENCE Il` g,5 W EL 6RA�E b54 rt►o AT FINAL MAP I- 1�, FA REV I ' "OJED BY ZB \ IaBS?ON W+AL SEE DL.ti,,o' ON # 7g - 1.s TillTw � - -DDA D q I� SON gLi1.5 PI J w o °0 to, CON+ UR , FLAG - \ a2 \\ GRAVEL to 0 y EL gB�I}(HEAD TIE L NE n CONCRETE SEA WAIL s S� �'1 Z� �•QOD ZQNE �{NE 23'63 -tA�gUL►WEAD �pW w R ZONE Ci o o�\NN0"� Ala A STAIRS 67.2 MEAN HIGH WATER 33,31 11� ��OF NEF141y r.s -HEIGHT of WALL. 573 DAY °���,�- mjs 0 PLecom� o LOT NUMBERS REFER TO "MAP OF SALT 'A�` =;R " ;Yry ytN T`�•ti;a LAKE VILLAGE PLATE NO. 1 OF 2. FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE LOW WAR �� ON MAY 10, 1940 AS FILE NO. 1310. , 4cr AI7 AL TERA 77ON,OR ADD177ON TO THIS SURVEY IS A VIOLA 77ON / .Y.S. LIC. NO. 49618 OF SEC RON 7209OF THE NEW YORK STATE EDUCA7701V LAW. ECON/C EYORS, P.C. EXCEPT AS PER SEC170N 7209-SURD/VIS/ON 2. ALL CERI7FICATIONS AREA1�90�� SQ. �. P.0.BOX 90920 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONL Y /F � ' SAID MAP OR COP/ES BEAR THE IMPRESSED SEAL OF THE SURVEYOR �,�� 12,30 TRAVELER STREET ��_196 WHOSE S/GNA 1llRE APPEARS HEREON. TO TIE L�i'ti�E SOUTHOLD, MY 11971 S.C.TM.NO. DISTRICT.'1000 SECTION'144 BLOCK 5 LOT(S):1J I' 20S I SALT LAKE LANE Sowhutd ia:m 8oai of lm�Mes EDGE OF PAVEMFNr OLD SALT ROAD N 79005'00"E BELG.BLK.CURB 100.00' J _ 0 5'E MON 687'1 ' z • BRICK PAVER ro ORNEWAY P ' v y O oLn Ln p O woo R NCEO .::CSRAGE•.''G' M CEN. c ® SPORCH PEENED 9.9'• 24.6' N:•:.: �:-205•�;:�,:.:;::ri; 20.5' _• ,��!:'' ,:::,::?::-: ::COVERED DO i"siolir::i'': '`• ';i sr'".DP :ti:{,FRAME 9670 r•r'•:ti:,:,'•:'{"R OWER LAND N/F OF JOSEPH R CAU BLACK ?• :.:' ?. :,:.'.r.•- LAND N/F OF PATIO ,1a7I:.:.... :.i=:'r•;:: :.. INTER VNOS CREDIT 24.7' r..r1. ',;::•;;.• OLD SALT ROAD LLC SHELTER TRUSTn r; S QED TRELLIS BW.CO P COLA OVER STONE PA710 `IIT U ` 0 STONE ALIS m U, 0D ZONE X in O . FLOOD ZONE BOUNDARY ZONE VE(EL 8) S8 01q2o W S 79'2141'W 33.35' T31.6 VSE, woaD srEPs MHfV LINE 580226 S 80'33139'W N � oFNs TIE LINES ALONG 5 GROIN MW MARK z z � S V , # 8 3 GREAT PECONIC BAY 7H£WA7ER SUPPLY, BELL$DRYNELLS AND CESSPOOL LOCA71ONS SHOMV ARE FROM'RELD CBSERVA77ONS FIRM MAP#36103CO482N AND OR DATA OBTAINED FROM,OTHERS AREA:15,998 SQ.FT. or 0.37 ACRES BSVA NON DAWAL, UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 GF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY NAP NOT BEARING 7HE LAND STIRVEnRS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR YIHOM THE SLRVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY,GOVERNMENTAL AGENCY AND LENDING kVSTI7UTI01V LISTED HER£LW,AND TD THE ASSIGNEES OF THE LL:NLNNG INSRTumv,,GUARANIEES ARE NOT 7RAN9}FRRADLE THE OFM75 OR DIMENSIONS SHOH N HEREON FROM THE PROPERTY UNES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THERFFDRE THEY ARE NOT IN7ENLIED TD,MONUMENT THE PROPERTY LINES OR 7o GUIDE 7HE ERECTION OF FENDS,ADDITIo4AL STRUCTURES OR AND O7NER IMPROVEU0VM EASEMENTS AND/OR SUBSURFACE S7RUCTUR£S RECORDED OR UNRECORDED ARE NOT GUARANTEID UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE RUE OF SURVEY SURVEY OR LOT 2 CERTIFIED TO: MICHAEL STEVEN LANGER,' MAP OR SALT LAKE VILLAGE LAUREN NICOLE PASSERO; FILED:MAY 10, 1940 No 1310 FIDELITY NATIONAL TITLE INSURANCE COMPANY; FIRST REPUBLIC BANK; SITUATED AT- MATTITUCK TOWN OF;SOUTHOLD KENNETH M WOYMK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design 5 M P.O. Boz 169 Aquebogue, New York 11991 FILE 6 19-192 SCALE:1'=30' GATE.JAN, 24, 2020 PBO103(891)298-LII88 FAX(891)298-1885 NYS.USC.N0, 050862 -�-me/ro/mre.of 9onmt 1.emsaV 1 ImnrtL M.Vorsct a. 6�0 d4- i •�! ► ' �'"e�. ��-s"`( �� .�.i.�V F•.�' '"`1�a....s % �G.,i�ilk . GF.�J��+"��� 'A, cr -T- It i � I CO 'Mcs LL4w REScheck Software Version 4.4.3 Compliance Certificate Energy Code- 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type, Single Family Project Type- Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 670 Old Salt Road BIII Gorman Frank Seabrook Mattituck, NY 11952 New England Barns Seabrook Traditional Building Design PO Box 1447 631-255-9129 Mattltuck,NY 11952 fhseabrook@aol com 631-445-14612 Compliance 14.3%Better Than Code Maximum UA:516 Your UA:442 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Gross • • UA Assemblyor or D•• Perimeter • Floor 1:All-Wood Joist/Truss Over Outside Air 1968 19.0 00 92 Ceiling 1 Cathedral Ceiling 1968 38.0 0.0 53 Wall 1:Wood Frame, 16"o.c. 835 190 0.0 31 Window 1:Wood Frame:Double Pane with Low-E 27 0 330 9 Window 2:Wood Frame•Double Pane with Low-E 27 0 330 9 Window 3 Wood Frame:Double Pane with Low-E 44 0 330 15 Door 1•Glass 56 0.300 17 Door 2 Glass 67 0.300 20 Door 3.Glass 32 0.300 10 Door 4:Glass 32 0 300 10 Door 5:Glass 32 0 300 10 Wall 2-Wood Frame, 16"o.c 580 19.0 0.0 29 Window 4.Wood Frame:Double Pane with Low-E 16 0.300 5 Window 5 Wood Frame:Double Pane with Low-E 16 0 300 5 Door 6,Glass 36 0.300 11 Door 7:Glass 36 0.300 11 Wall 3 Wood Frame, 16"o.c. 540 190 00 28 Window 6.Vinyl Frame*Double Pane with Low-E 14 0.300 4 Window 7.Wood Frame-Double Pane with Low-E 10 0 300 3 Window 8:Wood Frame.Double Pane with Low-E 10 0.300 3 Window 9:Vinyl Frame*Double Pane with Low-E 12 0.300 4 Door 8•Glass 26 0 300 8 Wall 4-Wood Frame, 16"o.c. 715 190 0.0 39 Window 10 Wood Frame:Double Pane with Low-E 13 0.300 4 Window 11:Wood Frame Double Pane with Low-E 4 0 300 1 Window 12 Wood Frame-Double Pane with Low-E 11 0 300 3 Window 13 Wood Frame-Double Pane with Low-E 4 0.300 1 Window 14•Wood Frame:Double Pane with Low-E 4 0 300 1 Window 15,Wood Frame'Double Pane with Low-E 4 0 300 1 Door 9 Glass 18 0 300 5 Project Title: Report date: 10/04/13 Data filename:C:\Users\Frank\Documents\OLD PERSONAL\FRANK SEABROOK PERSONAL\DRAFTINGWorth Fork Permits\670 Old Salt Rnari rrk Pana 1 of 7 Compliance Statement. The proposed building design described here is consistent with the budding plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. e T12c ig ur A. EDA YL �n 9 006 a OF NEIN�l Project Title: Report date, 10/04/13 Data filename.C:\Users\Frank\Documents\OLD PERSONAL\FRANK SEABROOK PERSONAL\DRAFTING\North Fork Permits\670 Old Salt Rnarl rrk Pana 9 of 7 CREScheck Software Version 4.4.3 NJ( Inspection checklist Energy Code. 2010 New York Energy Conservation Construction Code Location- Suffolk County, New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceiling 1:Cathedral Ceding, R-38.0 cavity insulation Comments Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o c,R-19 0 cavity insulation Comments: ❑ Wall 2:Wood Frame, 16"o c., R-19 0 cavity insulation Comments: ❑ Wall 3:Wood Frame, 16"o.c., R-19.0 cavity insulation Comments, ❑ Wall 4 Wood Frame, 16"o.c, R-19 0 cavity insulation Comments- Windows: ❑ Window 1 Wood Frame Double Pane with Low-E, U-factor 0.330 For windows without labeled U-factors,describe features #Panes Frame Type Thermal Break? Yes No Comments ❑ Window 2.Wood Frame:Double Pane with Low-E, U-factor.0.330 For windows without labeled U-factors,describe features. #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Wood Frame Double Pane with Low-E, U-factor 0 330 For windows without labeled U-factors,describe features #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4:Wood Frame:Double Pane with Low-E, U-factor:0.300 For windows without labeled U-factors,describe features. #Panes Frame Type Thermal Breaks Yes No Comments ❑ Window 5:Wood Frame:Double Pane with Low-E, U-factor:0.300 For windows without labeled U-factors,describe features #Panes Frame Type Thermal Break? Yes No Comments. ❑ Window 6:Vinyl Frame:Double Pane with Low-E, U-factor 0.300 For windows without labeled U-factors,describe features #Panes Frame Type Thermal Breaks Yes No Comments: Project Title: Report date 10/04/13 Data filename*C:\Users\Frank\Documents\OLD PERSONAL\FRANK SEABROOK PERSONAL\DRAFTINGWorth Fork Permits\670 Old Salt Rnnrf rrk Pana q of 7 ❑ Window 7 Wood Frame:Double Pane with Low-E, U-factor 0 300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Breaks Yes No Comments- Window 8.Wood Frame:Double Pane with Low-E, U-factor.0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments, ❑ Window 9•Vinyl Frame:Double Pane with Low-E, U-factor 0.300 For windows without labeled U-factors,describe features, #Panes Frame Type Thermal Breaks Yes No Comments: ❑ Window 10:Wood Frame-Double Pane with Low-E, U-factor.0 300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments ❑ Window 11.Wood Frame•Double Pane with Low-E, U-factor:0 300 For windows without labeled U-factors,describe features* #Panes Frame Type Thermal Break? Yes No Comments ❑ Window 12•Wood Frame:Double Pane with Low-E, U-factor 0 300 For windows without labeled U-factors,describe features. #Panes Frame Type Thermal Breaks Yes No Comments ❑ Window 13:Wood Frame Double Pane with Low-E, U-factor:0 300 For windows without labeled U-factors,describe features, #Panes Frame Type Thermal Breaks Yes No Comments ❑ Window 14.Wood Frame Double Pane with Low-E, U-factor:0 300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 15:Wood Frame.Double Pane with Low-E, U-factor 0.300 For windows without labeled U-factors,describe features. #Panes Frame Type Thermal Break? Yes No Comments Doors: ❑ Door 1:Glass, U-factor.0 300 Comments* ❑ Door 2:Glass, U-factor:0.300 Comments: ❑ Door 3:Glass,U-factor'0 300 Comments: ❑ Door 4:Glass, U-factor:0.300 Comments. ❑ Door 5-Glass,U-factor.0.300 Comments ❑ Door 6:Glass, U-factor:0.300 Comments: ❑ Door 7.Glass, U-factor:0.300 Project Title Report date, 10/04/13 Data filename:C\Users\Frank\Documents\OLD PERSONAL\FRANK SEABROOK PERSONAL\DRAFTINGWorth Fork Permits\670 Old Salt Road rrk Pana 4 of 7 Comments ❑ Door 8 Glass, U-factor•0.300 Comments: ❑ Door 9:Glass, U-factor 0.300 Comments. Floors: ❑ Floor 1,All-Wood Joist/Truss:Over Outside Air, R-19 0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the budding envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the budding thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceding covering ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied (a)Air barriers and thermal barrier,Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceding/attic.Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c) Above-grade walls*Insulation is installed in substantial contact and continuous alignment with the budding envelope air barrier. (d)Floors Air barrier is installed at any exposed edge of insulation (e)Plumbing and wiring:Insulation is placed between outside and pipes Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope- requirements Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions ❑ Materials and equipment are identified so that compliance can be determined ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8 All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6 Duct Construction and Testing: ❑ Budding framing cavities are not used as supply ducts ❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems Tapes,mastics,and fasteners are rated UL 181 A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Project Title: Report date: 10/04/13 Data filename:C.\Users\Frank\Documents\OLD PERSONAL\FRANK SEABROOK PERSONAL\DRAFTING\North Fork Permits\670 Old Salt Rnari rrk Pana.ri of 7 Exceptions: Joint and seams covered with spray polyurethane foam Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test-Less than or equal to 8 cfm per 100 ft2 of conditioned floor area (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2 (3)Rough-in total leakage test with air handler installed Less than or equal to 6 cfm per 100 ft2 of conditioned floor area (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area Temperature Controls: O Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504) Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2 ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3 Swimming Pools: O Heated swimming pools have an on/off heater switch Ll Pool heaters operating on natural gas or LPG have an electronic pilot light. O Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. C] Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12 Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source Lighting Requirements: F-1 A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following. (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: ❑ Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values,window U-factors;type and efficiency of space-conditioning and water heating equipment The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. Project Title Report date 10/04/13 Data filename C\Users\Frank\Documents\OLD PERSONAL\FRANK SEABROOK PERSONAL\DRAFTING\North Fork Permits\670 Old Salt Rn.gd rrk Pana R of 7 NOTES TO FIELD:(Budding Department Use Only) Project Title. Report date-10/04/13 Data filename-C:\Users\Frank\Documents\OLD PERSONAL\FRANK SEABROOK PERSONAL\DRAFTING\North Fork Permits\670 Old Salt Rnari rrk Pana 7 of 7 N/ 2010 New York Energy 1 Conservation Construction Code Certificate Insulation . Ceiling/Roof 38.00 Wall 19.00 Floor/Foundation 19.00 Ductwork(unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.33 Door 0.30 NA CoolingHeating & - Heating System: Cooling System: Water Heater: Name: Date: Comments: TJMMAF F E 6 1 4 2020 SPHN't system COMEng Product Data' 4TTB3018-060 11/2 — 5 Tons PUB. NO. 22-1843-15 7NME® Features and Benefits • Efficiency up to 13.25 SEER • High pressure switch • All aluminum Spine Finym coil • R-41 OA refrigerant • WeatherGuardTM fasteners • S.E.E.T.design testing • Quick-SessTM cabinet,easy service • 100%line run test access and refrigerant connections ° • Low ambient cooling to 550F as with full coil protection shipped • Fast complete drain,weather proof' . Low ambient cooling to 30°F with base AY28XO79 • Comfort"R"TM mode approved • Low ambient cooling to 0°F with • Glossy corrosion resistant finish BAYLOAM103 • Internal high/low pressure and temperature protection • Extended warranties available • Liquid line filter-drier • Polyslate gray cabinet with anthracite gray badge&cap ©2012 American Standard Heating&Air Conditioning 2 22-1843-15 TRANE® Contents Features and Benefits 2 General Data 4 Product Specifications 4 A-weighted Sound Power Level [dB(A)] 4 Accessory Description and Usage _5 AHRI Standard Capacity Rating Conditions _ 5.__. Model Nomenclature 6_ Electrical Data 7 Dimensions 11 Mechanical Specification Options 12 22-1843-15 3 TRANE® General Data Product Specifications Model No.O 4TTB3018H1000A 4TTB3024H1000A 4TTB3030G1000A 4TTB3036E1000A Electrical DataV/Ph/Hz O 208/230/1/60 208/230/1/60 200/230/1/60 208/230/1/60 Min Branch Cir Ampacity 12 18 19 20 Br.Cir.Prot.Rtg.-Max(Amps) 20 30 30 35 Compressor SCROLL SCROLL SCROLL SCROLL RL Amps-LR Amps 9-48 13.5-58.3 11.5-63.5 15.3-70 Outdoor Fan FL Amps 0.90 0.90 0.74 0.74 Fan HP 1/8 1/8 1/8 1/8 Fan Dia(inches) 18.2 18.2 23.0 23.0 Coil Spine FinTMt Spine Fin TM Spine Fin TM Spine Fin TM Refrigerant R-410A 4/11-LB/OZ 4/11-LB/OZ 5/11-LB/OZ 5/12-LB/OZ Line Size-(in.)O.D.Gas O 3/4 3/4 3/4 3/4 Line Size-(in.)O.D.Liquid O 3/8 3/8 3/8 3/8 Charge Spec.Subcooling 100 10° 10° 100 Dimensions H x W x D(Crated) 30.1 x 26.7 x 30 30.1 x 26.7 x 30 34 x 30.1 x 33 34 x 30.1 x 33 Weight-Shipping 150 150 180 186 Weight-Net 130 130 153 159 Start Components NO NO NO NO Sound Enclosure NO NO NO NO Compressor Sump Heat NO NO NO NO Optional Accessories: Anti-short Cycle Timer TAYASCT501A TAYASCT501A TAYASCT501A TAYASCT501A Evaporator Defrost Control AY28X079 AY28XO79 AY28XO79 AY28X079 Rubber Isolator Kit BAYISLT101 BAYISLT101 BAYISLT101 BAYISLT101 Extreme Condition Mounting Kit 6AYECMT023 BAYECMT023 BAYECMT023 BAYECMT023 Start Kit BAYKSKT263 BAYKSKT263 BAYKSKT263 BAYKSKT263 Crankcase Heater Kit BAYCCHT302 BAYCCHT302 BAYCCHT301 BAYCCHT302 Seacoast Kit BAYSEAC001 BAYSEAC001 BAYSEAC001 BAYSEAC001 Low Ambient Kit BAYLOAM103 BAYLOAM103 BAYLOAM103 BAYLOAM103 Refrigerant Lineset© TAYREFLN7* TAYREFLN7* TAYREFLN7* TAYREFLN7* Certified in accordance with the Unitary Air-Conditioner equipment certification program which is based on MR Standard 210 240. ®Calculated in accordance with N.E.C.Only use HACR circuit breakers or fuses. ®Standard line lengths-60'.Standard hit-60'Suction and Liquid line. For Greater lengths and lits refer to refrigerant piping software Pub#32-3312-0t.(tdenotes latest revision) ©For accessory description and usage,see page 5. ©'=15,20,25,30,40 and 50 foot lineset available. SOUND POWER MODEL LEVEL [dB(A)l A-WEIGHTED FULL OCTAVE SOUND POWER LEVEL d6 dB A 63 125 250 500 1000 2000 4000 .5000 4TTB3018H1 74 45.5 59.6 62.2 69.3 71.1 70.9 62.2 54.3 4TTB3024H1 74 47.9 60.5 64.1 71.2 71.2 69.0 58.2 51.5 4TTB303OG1 76 49.0 60.2 66.0 70.3 71.4 69.8 60.4 53.0 4TTB3036E1 74 47.5 64.5 62.3 69.1 71.2 72.6 59.9 52.1 4TTB3042D1 79 47.5 64.5 67.0 75.3 74.0 70.7 62.2 52.8 4TTB3048D1 79 4-7-4--1 60.0 66.9 75.3 73.5 70.3 62.0 51.4 4TTB3060D1 80 1 47.3 1 55.7 69.0 72.7 75.8 69.4 62.2 53.3 Note: Rated in accordance with AHRI Standard 270-2008 4 22-1843-15 1'/PWE® General Data Product Specifications Model No.O 47133042131000C 47133048D1000C 4TTB3060D1000D Electrical DataWPh/Hz® 208/230/1/60 208/230/1/60 208/230/1/60 Min Cir Ampacity 26 28 35 Max Fuse Size(Amps) 45 50 60 Compressor SCROLL SCROLL SCROLL RL Amps-LR Amps 19.9-105 21.8-117 25.1-120 Outdoor Fan FL Amps 1.2 1.2 0.93 Fan HP 1/5 1/5 1/5 Fan Dia(inches) 27.5 27.5 27.5 Coil Spine Fin TM Spine Fin TM Spine Fin TM Refrigerant R-410A 9/2-LB/OZ 6/13-LB/OZ 8/0-LB/OZ Line Size-(in.)O.D.Gas O 3/4 7/8 7/8 Line Size-(in.)O.D.Liquid O 3/8 3/8 3/8 Charge Spec.Subcooling 100 100 100 Dimensions H x W x D(Crated) 34.4 x 35.1 x 38.7 34.4 x 35.1 x 38.7 42.4 x 35.1 x 38.7 Weight-Shipping 228 235 261 Weight-Net 196 203 226 Start Components NO NO NO Sound Enclosure NO NO NO Compressor Sump Heat NO NO NO Optional Accessories: Anti-short Cycle Timer TAYASCT501 A TAYASCT501 A TAYASCT501 A Evaporator Defrost Control AY28XO79 AY28XO79 AY28XO79 Rubber Isolator Kit BAYISLT101 BAYISLT101 BAYISLT101 Extreme Condition Mounting Kit BAYECMT004 BAYECMT004 BAYECMT004 Start Kit BAYKSKT263 BAYKSKT263 BAYKSKT263', Crankcase Heater Kit BAYCCHT301 BAYCCHT301 BAYCCHT301 Seacoast Kit BAYSEAC001 BAYSEAC001 BAYSEAC001 Low Ambient Kit BAYLOAM103 BAYLOAM103 BAYLOAM103 Refrigerant Lineset® TAYREFLN7* TAYREFLN3* TAYREFLN3* Accessory Description and Usage , AHRI Standard Capacity Rating Conditions Anti-Short Cycle Timer—Solid state timing device that pre- AHRI STANDARD 210/240 RATING CONDITIONS— vents compressor recycling until five(5)minutes have elapsed (A) Cooling 80°F DB,67°F WB air entering indoor coil, after satisfying call or power interruptions.Use in area with 95°F DB air entering outdoor coil. questionable power delivery,commercial applications,long (B) High Temperature Heating 47°F DB,43°F WB air entering lineset,etc. outdoor coil,70°F DB air entering indoor coil. Evaporator Defrost Control—SPST Temperature actuated (C) Low Temperature Heating 17°F DB, 15°F WB air entering switch that cycles the condenser off as indoor coil reaches outdoor coil,70°F DB air entering indoor coil. freeze-up conditions.Used for low ambient cooling to 30°F (D) Rated indoor airflow,for heating is the same as for cooling. with TXV. AHRI STANDARD 270 RATING CONDITIONS—(Noise rat- Rubber Isolators—Five(5)large rubber donuts to isolate ing numbers are determined with the unit in cooling operation.) condensing unit from transmitting energy into mounting frame Standard Noise Rating number is at 95'F outdoor air. or pad.Use on any application where sound transmission needs to be minimized. Hard Start kit—Start capacitor and relay to assist compres- sor motor startup.Use in areas with marginal power supply,on long Iinesets,low ambient conditions,etc. JiRj Extreme Condition Mount Kit—Bracket kits to securely Intertek mount condensing unit to a frame or pad without removing any panels.Use in areas with high winds,or on commercial roof tops,etc. 22-1843.15 5 TRANE® Model Nomenclature 4 T T B 3 0 3 6 E 1 0 0 0 A A 1 2 3 4 5 6 7 8 9 10111213 14 15 Outdoor Unit Air Handler GAM 5 A 0 B 3 6 M 3 1 S A A Refrigemntlype Brand — 4=R-410A T=Better G=Good TRANE ProductT A=Air Handler ProductType W=Spin Heat Pump Convertability, T=Spilt Cooking MF=Muth-possent 4Rwetuay =Upflow Frorn,3-way Product Famlly T=3-way Z=Leadership Pmri,ctTler X=Premuun 2=Good,Entry Level Feature Set R=Replacement/Retail 4=Better,Retail Replacement Mid Effy M or B=Basic 5=Better,Entry Level High Efly,Mufti-Speed A=Light Commercial 7=Best,Retail Replacement High Efty, VariableSpeed FV',SEER 8=Best,Retail Ultimate High Effy, 0=20 3=13 6=16 Vanable•Speed 1=11 4=14 8=18 Major Design Change 2=12 5=15 9=19 Split System Connections 1.6Tons No Descriptor 0=Air Handler/Coil 0=Brazed Size(Footprint) Nominal Capacity In OOOs of BTUs A=17.5 x 21.5 Major Design Modifications B=21 0 x 215 C=23.5 x21.5 Power Supply Cooling Size:Air Handler or Coil 1=200-230/1/60 or 208-230/1/60 0.9=AH Coil-1000 BTU's(18,24,30.36,42;48,60) 3=200.230/3/60 Airflow &Capability 4=460/3/60 S=Low Effy PSC,1.5-nom Tonnage(cfmRon) Secondary Function M=Mid E%Mufti-?geed,1-5-nom Tonnage(chn/ton) H=High Effy MuflrSpeed,1-5-nom.Tonnage(chnhon) Minor Design Modifications V=High Efty Variable,1.5-nom Tonnage(cfmyton) Unit Parts Identifier Power Supp 1=208-230//60 System Controllype S=Standard-24 VAC C=CLII 13 8 VDC 1 2 3 4 5 6 7 8 9 101112131415 Minor Design Chang Gas Furnaces T U D 1 B 0 8 0 A 9 H 3 1 A A Unit Parts Identifier LLLLLLLL_ _J Heat Pump/ 1 2 3 4 5 6 7 8 9 101112131415 Furnace Configuration Coolie Coils 4 T X C B 0 36 A C 3 H C A A TU=DownflUpfloww/Hon sal 9 TD=DownflowMonzonfal E80%Induced Draft Standard RefdgerantType D=80%Induced Draft Premium 4=R-41 OA C=90%Condensing Standard Sed X=90%Condensing Premlum es T=Premium(Heal Pump orCom2NNe Cont) H=95%Condensing Premium C=Standard(Cooling Only) Number of Heating Stages Coil Design 1-Single Stage X=Direct Expansion Evaporator Coil 2=Two Stage M=Modulating Cod Feature C=Cased A Coil Cabinet Width A=Uncased A Coil A=146°Cabinet Width F=Cased Horizontal Flat Coil B=17 5°Cabinet Width ' C=210°Cabinet Width CorlWdth CasedNneased) D=24 5°Cabinet Width A=14 51/1 3° 6=175°/163° Heating Input In 1000's(BTUH) C=210'/198' 080=80,000 BTUH D=245°123.3' H=105° Major Design Change Refrigerant Line Coupling Voltso=Brazed 9=115 Volts/60 Hertz/Natural Gas Nominal Capacity In 1000's(BTUH) A=115 Volts/50 Hertz/Natural Gas C=115 Volts!Natural Gas with Communicating System Control Major Design Change F=115 Volts/Natural Gas with Integrated ElectroNc Filler D=115 Volts/Natural Gas with Communicating System Control and Efficiency Integrated Electronic Filter C=Standard S=Hi Efficiency(derived from 10 SEER products) Air Capacl for Cooling Standard P C Variable Speed High Efficiency Refrigerant Control 24=2 Tons V3=3Tons H3=3Tons 3=TXV-Non-Bleed 36=3Tons V4=4Tons H4=4Tons Coil Circuitry 42=35Tons V5=5Tons H5=5Tons H=Heat Pump 45=4 Tons C=Cooling 48=47b a 54=5 Tons Ali flow Configuration 60=5 Tons A=Upflow Only 72=6 Tons U=Upflow/Downflow Draft Inducer Speeds H=Horizontal On, 1=Single Speed C=Converbble-Upflow,Downflow,Left or Right Airflow 2=TwoSpeed V=Variable Speed Minor Design Change Minor Design Change Service Digit-Not Orderable Service Digit-Not Orderable 6 22-1843-15 TAME" I Electrical Data SCHEMATIC DIAGRAMS (SEE LEGEND) 4TTB3018,024H1 ,030G1, 042131 TO POWER SUPPLY PER UNIT NAMEPLATE AND LOCAL CODES I I————————— CF FAN CAPACITOR 1 CN WIRECONNECTOA A START KIT � CPR CONPflESSOA IW BAYKSKT263 J CR qUN CAPACITO U3 R I CS I Y CS STARTINfi CAPACI TOq M -I I CSR-)CSR I m CS R CAPACITOR SWITCHING RELAY ELAY-----J. MS-2 F INDOOR FAN RELAY 1 HPCO NIGH PRESSURE CUTOUT SNITCH BK/BL---4 LPCO LON PRESSURE CUTOUT SWITCH CAPACITOR ; IOL INTERNAL OVERLOAD PROTECTOR SM SYSTEM ON-OFF SWITCH A B • OR10 Ia NS COMPRESSOR ROTOR CONTACTOR MTRBK F C H R CPR I ODA OUTDOOR ANTICIPATOR TNERMALLT _—_ OFT OUTDOOR FAN THENMOSTAT R m ODS OUTDOOR TEMPERATURE SENSOR PROTECTED I DDT OUTDOOR THERMOSTAT INTERNALLY SC SWITCH OVER VALVE SOLENOID TOL DISCHARGE LINE THERMOSTAT THS TRANSFORMER TYPICAL TYPICAL gqHP��CO ( LPCO AIR HANDLER I I THERMOSTAT ®WARN I NG ®CAUTION � J M IO I ' I HAZARDOUS VOLTAGE) USE COPPER CONDUCTORS ONLYI I 1— DISCONNECT ALL ELECTRICAL UNIT TERMINALS ARE NOT DESIGNED Yi Y 1 ———--f- i —�Y I POWER INCLUDING REMOTE TO ACCEPT OTHER TYPES OF CONDUCTORS. DISCONNECTS BEFORE SERVICING. Failure to do so may cause damage I BL Ii Y o I i I Failure to disconnect power to flu equipment. before aerrlcing caD cacao NOTES 1A2 I I NEAT I I serere personal Injury or ---IOPTION ,REwoA�¢-- Ir W3 CONTROLS' I ' daafb. I OD X2 i I -tYo--BK•---1-'io---}� W2 ---I�-+--- W2 I -COLOR OF VIRE I I'-------BK---�--'I I I ' BK/BL ----COLOR OF MARKER I ODT-A (OPTIONAL)-I C --� WI --J— I ' — WI I BK BLACK RD RED ON ORANGE r i0-BK'------ I I I I I T I BL BLUE WH tHITE OR 6flEEX OR BROWN YL YELLOW PR PURPLE _------BK----------, I L---_-J I I \�+J I PK PINK LTBL LIGHT BLUE v ----�T-- I NOTE12 I I I I I. IF ODT-B IS NOT USED.ADD JUMPER BETWEEN W2 K 13 AT AIR HANDLER. IF USED,ODT-B ' I MUST BE MOUNTED REMOTE OF CONTROL BOX IN ' I AN APPROVED WEATHER PROOF ENCLOSURE. I 2. IF ODT-A IS NOT USED ADD JUMPER BETWEEN VI S V2 AT AIR HANDLER. 3.LOW VOLTAGE 121 VI FIELD 1181118 MUST BE 18 AVG MIN. I ' I FOR CANADIAN INSTALLATIONS POUR INSTALLATIONS CANADIENNES BL B 21Y � ' I CAUTION: NOT SUITABLE FOR USE ON n SYSTEMS EXCEEDING 15OV-TO-6ROUND ——RDS/ I ATTENTION:NE CONVIENT PAS AUX i I I INSTALLATIONS DE PLUS DE 150 V A LA TERRE TO POWER SUPPLY PER LOCAL CODES L--_-----I I --------I PRINTED FROM DI57362PO3 REV00 22-1843-15 7 TRANE® Electrical Data SCHEMATIC DIAGRAMS (SEE LEGEND) 4TTB3036E1 TO POWER SUPPLY PER UNIT NAMEPLATE AND LOCAL CODES e I_ CF FAX CAPACITOR CH WIAECOXRECTOR CPR COMPRESSOR CI 10 CAPACITOR START KIT CS STARTING CAPACITOR BAYKSKT2G3 CSR CAPACITOR dWITCHINO RELAY r________ _____I i INDOOR FAR RELAY J m I CS 1 m NPCO HIGH PRESSURE CUTOUT SWITCH NS RD--- - NNN (` '� B C -I CSR i N�BK/BL NS-2 LPCO LOW PRESSURE CUTOUT SWITCH I_---I-------I 2 S I IOL INTERNAL OVERLOAD PROTECTOR R BK/BL SM SYSTEM OM-OFF SWITCH _ CAPAC I TOR MS COMPRESSOR MOTOR CONTACTOR ODA OUTDOOR ANTICIPATOR tC,e 0 OFT OUTDOOR FAN TNERAOSTAT fA I R BK F C II D n CFR GOB OUTDOOR TEMPERATURE SENSOR OOT OUTDOOR THERMOSTAT THERMALLY R -T--- m SC SWITCH OVER VALVE SOLENOID PROTECTED ' YDL OISCHAROE LINE THERMO. INTERNALLY TNS TRANSFORMER TYPICAL--— - TYPICAL 1 HPCO HI-TEMP SW LPCO I I I NDTES: AIR HANDLER I I THERMOSTAT ®WARN I NG , I.IF IDI-11IB NOT USED,ADD JUMPEfl BETWEEN HAZARDOUS VOLTAGE I R A WS AT AIR HANDLER.IF USED.OOT-B I O I MUST BF MOUNTED REMOTE OF CONTROL BON IN DISCONNECT ALL ELECTRICAL POWER AN APPROVED WEATHER PROOF ENCLOSURE. I INCLUDING REMOTE DISCONNECTS Yi YI ----}Z_—_�1 I 2 IF ODA-A IS MNOTAN USED.ADD JUMPER BETWEEN BEFORE SERVICING. I Failure to disconnect power ■I AW2 AT AIR ILI1DLEp. before Aer Y icing can cause ee Yere S.LW VOLTAGE 124 VI FIELD WIll.NG MUST BE la AWB MIN. DL i — YO I I I perlenaI I.j ury or death. NOTES 1C2___ �-----1 I o--- 1 I W3 HEAT I I I I FOR CANADIAN INSTALLATIONS (OPTIOIULII I O COHTAOLSI I I OOT- (REMOTE)(I , K2 r I ®CAUTION POUR INSTALLATIONS CANADIENNES --0'�o-BK•---t--' 1 1u — }—j W2 ---I --- W2 USE COPPER CONDUCTORS ONLY( CAUTION: NOT SUITABLE FOR USE ON -___BK-=J--'I I I I I I SYSTEMS EXCEEDING 150V-TO-GROUND 1 UNIT TERMINALS ARE NOT DESIGNED ATTENTION:NE CONVIENT PAS AUX M I I TO ACCEPT OTHER TYPES OF CONDUCTORS. INSTALLATIONS DE PLUS DE ISO V A DOT IOPTIOWALI-I Et_—��-• WI --�— I — WI I FallUre to do No may teals damage LA TERRE ET�o-BK•------ I , I I T— I to Cha equipment. L------BK---------- ' Compressor has Internal Vacuum Protector The internal vacuum protector is designed to unload the scrolls in the compressor when the low side pressure drops below 20 PSIG creating a"hissing"sound. — I i I The vacuum protector can be reset by shutting the BL-—o----`-— B TNS I I compressor"off"and allowing the low side pressure to — R 24V I D� I raise above 40 PSIG. TO POWER SUPPLY f —� I I I DO NOT REMOVE COMPRESSOR. (System should PER LOCAL CODES f = i I i be checked for restriction or low refrigerant charge.) PRINTED FROM D157362P01 8 22-1843-15 TRA iWE® Electrical Data SCHEMATIC DIAGRAMS (SEE LEGEND) 4TT133048,060D1 TO POWER SUPPLY PER UNIT NAMEPLATE AND LOCAL CODES CF FAN CAPACITOR CN WIRECOMIECTOR i CPR COMPRESSOR CR RUN CAPACITOR CS CSR CAPACITOR APACITOR0 RELAY F INDOOR FAR RELAY START KIT HPCO NIGH PRESSURE CUTOUT SWITCH T BAYKSKT263 m LPm LON :ES ORE CUTOUT SWITCH CS---_------_-I r IOL INTER IAL OVERLOAD PROTECTOR CSR-1 CSR N-2 SM SYSTEM ON-OFF SWITCH may - ------RD------------- BRIo4_9. .la�..•BK/BL--��� � NS COMPRESSOR MDTOR CONTACTOR 1 ODA OUTDOOR ACI ROR R RK/BL OFT ouTDDOFAN AN THERMOSTAT _ t OOS OUTDOOR TEMPERATURE SENSOR FNBR—B c DOT OITDOOR THEM AMOSTAT TR P �m tF 0 IOLC ' SC SWITCO OVER VALVE SOLENOID BK R CPR I TDL DISCHARGE LINE THERMOSTAT THERMALLY P A R _—_—--_J m TNS iRANSFORNER = PROTECTED I IWTERNALLY ,ow-COLOR OF WIRE BK/BL ir _TYPICAL_1C TYP ICAL i �COLGR OF MARRED HPCO LPco I AIR HANDLER I I THERMOSTATI BN DLACI RD BED DO ORANGE BL DLOE WN WHITE OR GREEN I I ' OR DROWN TL YELLOW PR PURPLE y J I O I I PK PINK J J� �• I O I , U Y�_I ®WARNING BL --- i-- Yo I , HAZARDOUS VOLTAGEI __ r 1 DISCONNECT ALL ELECTRICAL POWER Nines 112 INCLUDING AEMOTE DISCONNECTS (OPTIONAL) r W3 CONTROLS' I I BEFORE SERVICING. 'OUT- rREMOTEtI ' X2 I Failure to disconnect power O-BK•---}--'� ' I�--_ before servicing can cease severe II -_�4-•--}� W2 ---T---I W2 , perlooai InJary or death. ��---BN--- I I I f1 I ODT-A (OPTIONAL)—I Ck---- �tr'�o-BK•----- � III T I I ®CAUTION I �__--I USE COPPER CONDUCTORS ONLYI I TOACCTERMINALS ATDESIGNED EPTOTHERTYPESOFCONDUCTORS. Failure to do so may cause damage I to the equipment. I I , I�.�IF ODT-B IS NOT USED.AOO JUMPER SEMEN ' W!111 AT AIR HANDLER IF USED,00-6MUST BE MOONTED REMOTE OF CONTROL 101 IN ' I ANAPPROVED BEATI@2 PROOF ENCLOSURE. B 2. IF OOT-A IS IOT USED.ADD JUMPER BETWEEN BL— --�-- B , I WI 112 AT AID HANDLER. 71Y I ' !.LOW VOLTAGE 121 V1 FIELD 11RING MUST BE IG AWG WIN. � R --•-�I--RD—O I ' I I FOR CANADIAN INSTALLATIONS PRINTED FROM D157048P01 22-1843-15 9 7XWE® Dimensions 4TTB3 OUTLINE DRAWING NOTE:ALL DIMENSIONS ARE IN MM(INCHES) B 7 SERVICE PANEL - C ELECTRICAL AND REFRIGERANT COMPONENT CLEARANCES PER PREVAILING CODES TOP DISCHARGE AREA SHOULD BE UNRESTRICTED FOR AT LEAST 1524(5 FEET) ABOVE UN T. UNIT SHOULD BE PLACED SO ROOF RUN-OFF WATER DOES NOT POUR DIRECTLY ON UNIT, AND SHOULD BE AT LEAST 305(12'1 FROM WALL AND ALL SURROUNDING SHRUBBERY ON TWO SIDES OTHER TWO SIGEL UNRESTRICTED 1 11 K ELECTRICAL SERVICE PANEL 25(I) A 22 2 (718)DIA HOLE LOW VOLTAGE IOUID LINE SERVICE VALVE, 'E' I T FEMALE BRAZED 28 6 fl-1/8)DIA. K 0 NIT CONNECTION WITH 114'SAE FLARE 22 2(7/8)DIA HOLE IN CONTROL PRESSURE TAP FITTING BOX BOTTOM FOR ELECTRICAL POWER SUPPLY LIQUID LINE SERMALEVICE VALVE, CONNECT ION EWI TH I/TSAE H FLARE PRESSURE TAP FITTING F JF FIG 1 DS IIDE FEMILEEBRAZED PRESSURE CONNECTION WITH 1/4'SAE FLARE �AS LINE 114 TURN BALL SERVICE VALVE, 'D' FIG. 2 I D FEMALE BRAZED CONNECTION WITH 1/4'SAE FLARE PRESSURE TAP FITTING MODELS BASE FIG. A B C D E F G H J K 4TTB3018H1 2 2 730(28-3/4) 724(28-1/2) 651(25-5/8) 3/4 3/8 137(5-3/8) 65(2-5/8) 210(8-1/4) 57(2-1/4) 457(18) 4TTB3018H1 2 2 730(28-3/4) 724(28-1/2) 651(25-5/8) 3/4 3/8 137(5-3/8) 65(2-5/8) 210(8-1/4) 57(2-1/4) 457(18) 4TTB3030G1 3 1 730(28-3/4) 829(32-5/8) 756(29-3/4) 3/4 3/8 143(5-5/8) 92(3-5/8) 210(8-1/4) 79(3-1/8) 508(20) 47TB3036E1 3 1 730(28-3/4) 829(32-5/8) 756(29-3/4) 3/4 3/8 137(5-3/8) 79(3-1/8) 197(7-3/4) 60(2-3/8) 508(20) 4TTB3042D1 4 1 741(29-1/8) 946(37-1/4) 870(34-1/4) 3/4 3/8 152(6) 98(3-7/8) 219(8-5/8) 86(3-3/8) 508(20) o m 4TTB3048D1 1 4 1 1 741(29-1/8) 946(37-1/4) 870(341/4) 7/8 3/8 152(6) 98(3-7/8) 219(8-5/8) 86(3-3/8) 508(20) `2 0 4TTB3060D1 1 4 1 1 943(37-1/8) 946(37-1/4) 870(34-1/4) 7/8 3/8 152(6) 98(3-7/8) 219(8-5/8) 86'(3-3/8) 508(20) 3 o E o LL 10 22-1843-15 7X WE® `R Mechanical Specification Options General Condenser Coil The 4TT133 models shall be fully The outdoor coil provides low airflow, charged from the factory for matched in- resistance and efficient heat transfer. door section and up to 15 feet of piping. The coil is protected on all four sides by This unit must be designed to operate louvered panels. at outdoor ambient temperatures as Low Ambient Cooling high as 115°F.Cooling capacities shall As manufactured,this unit has a cool- be matched with a wide selection of ing capability to 55°F.The addition of air handlers and furnace coils that are an evaporator defrost control permits AHRI certified.The unit is certified to operation to 40°F.The addition of an UL 1995.Exterior must be designed for evaporator defrost control with TXV per- outdoor application. mits low ambient cooling to 30°F. Casing Accessories Unit casing is constructed of heavy Thermostats—Heating/Cooling gauge,galvanized steel and painted with (manual and automatic changeover). a weather-resistant powder paint.Corro- Sub-base to match thermostat and lock- sion and weatherproof CMBP-G30 base. ing thermostat cover. Refrigerant Controls Evaporator Defrost Control—See Refrigeration system controls include Low Ambient Cooling. condenser fan and compressor contac- tor.High and low pressure controls are Outdoor Thermostat—Supplemen- inherent to the compressor.Another tal heat outdoor ambient lockout from standard feature is the liquid line dryer. 46 to–10°F. Compressor The compressor features internal over temperature and pressure protector, total dipped hermetic motor. Other fea- tures include:Centrifugal oil pump,and low vibration and noise. I r r 22-1843-15 11 r J C Unitary Small AC www.ahridirectory.org CETA us .131 Standard 210/240 Intertek TR/WE® 01/14 Trane Trane has a policy of continuous product and product data improvement and it reserves the right to change www.trane.com design and specifications without notice Transmittal Re: Permit# 44696 JUN ® S 2020 Date: May 21, 2020 Description: As per Final Inspection on 3/9/20, please find the enclosed stamped drawing of short walls and screens on the front porch. Please call with any questions or comments. Bill Gorman (631) 445-1461 i ho CONTRACTOR CERTIJqCAU0N STATEMENT l i Prior to the commencement of construction activity,the owner or operator must Identify ALL contractor(s)and i sub-contractors)that will be responsible for installing,constructing,repairing,replacing,inspecting and ! maintaining the erosion and sediment control practices Included In the SWPPP;and the contractor(s)and tmsto_ ! Sub-5gn rfci lhaf will ho rocn»ncihln far nnofn,���ng the a„-,,,��-- � practices included in the SWPPP. ,�`+ - _ The owner and/or operator shall have each of the contractors and/or sub-contractors identify at least one person ' f from their company that will be responsible for implementation of the SWPPP.This person shall be known as the I trained contractor.The owner and/or operator shall ensure that at least one trained contractor is on site on a dally basis when soil disturbance activities are being performed. The owner andfor operator shall have each of the contractors and subcontractors identified above sign a copy of = t the following certification statement below before they commence any construction activity: ! ! ! , CERTIMAITON ' I "I hereby certify that 1 understand and agree to coin I g ply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified:inspector during a site inspection.I also understand that the owner or operator must comply with the terms and conditions of the most current version of the New ` York State Pollutant Discharge Elimination System("SPDES")general permit for stormwater dischargd1 from construction activities and that it is unlawful for an ! y person to cause or contribute to a violation of water quality i standards_Furthermore,I understand that certifying false,incorrect or inaccurate information is a violation of the j referenced permit and the laws of the State of New York and could subject me to criminal,civil and/or administrative proceedings." ! i U/�t.tti IM. c �_ NAME: Ta.: UaN: i In addition to providing the certification statement above,this page must also identify the specific elements of the SWPPP that each contractor and/or sub-contractor will be responsible for: f Specific SWPPP Element: � j '�j- s(L'r G ! - - s-------- __-�f�------------------------- (Please Describe Here) -_L _ (G �c.y/S -�A ----'-1•---------^^---v.-/----------------�-------....------------------ NAME -------------- NAMEncI,TITLE of the Trained Contractor(s) - ---------- responsible-for SWPPP implementation; AME: Titlr- vat&. ! NAME,address and telephone number of the Contracting Firm; ---------------- Property Address and Suffolk County Tax Map Number of the site; _� --__--- -^- 1;---------------------- I D)sMc! Section Bleck �.Ot I The owner and/or•operator shall attach All certification statement(s)to the copy of the SWPPP that ls.malntalned at the construction site.if new or additional contractors are hired to implement measures.identified In the SWPPP after construction has commenced,they must also sign the certification statement and provide the information listed above. For projects where the Departrnent of Environmental Conservation requests a copy of the SWPPP or inspection reports,the owner and/or operator shall submit the documents In both electronic(PDF only)and paper format within five(5)business days,unless otherwise notified by the Department. ! t! SWPPP Certification Statement FORM: 03-12 j , I ' 1 Town of Southold - Chapter 236 - Stor water Management � o g ! SWPPP - Storrn Water Pollution Prevention Plan Assessment Form GENERALINFO ON: (All Requested Information IS Required for a Complete Application) API' CANT NAME: Owner IEnt Consultant-Contractor or Other(Circle One) Property OWNER:pfDifferent than Applicant) !" l t t..l �t>�. •�./1 Z�SQ.O�..•.a�e .7 G/� >4W � 1,t CJ r#q Address: �4V D L b 7 -EXb lH.L*rj 4tr .4 ixq -4,0 Z kp _ o C , (� E-hlatl_ property Address Brief Description of Conphutxion Activity,t-ropwed Struetmal BMPs,Sort t S,-T.M k 1000 StabaEmtion BM N Project Scope mWor Se q=ce of Const udion hdiyity Dratrftt SeWoro BbeN Lot IPror)de AddRWWPsp 9a3Neaoeol i l Name of Conhaelor andhx Contict Person tie r Implementation of SWPPP. --------------------------------------------_ E 1l.L+oL1Ar l/7�v _ ( T __� _----- t ( I Address: __ [ Talephorle#: Faxes Name of Persons Responsible for Installation a Maintenance of Erosion Control Practice: W tt, L6, .tea-I"�_-'---------}-�----CC----•^-- J Telephone Fax '__ _--y- ��,-/-��-�'-3"'res-,�-)-•- ,gyp t TotalAreaolADTotalAreaofLand Clearing ------ ---•"-'"---"'"-" I Project Parcels: andlor Ground Disturbance: ______ (S F.Maes) (SF IA.-) —_ t Project Duration: Start End ______..____--_^ � r (AnWpated) �IIhS Datea� / -----•-_.---_.-._..----•-_'--._...-__.__----------- i I Will this Project Disturbe five(3)or More Acres at � ---� ) Any One-Time During the Proposed Development 7 Yes No -------------------------------------------- . t IFYE t S: eeseArtsvrertheFoltowingl ------------------------- »---------------- i a. Does the Applicant have a Qualified Inspector On Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site � -= List the NAMES or description of all otential 1 acted Walerbodies and/or Wetlands: e t Inspections will Occur and for What Period of Time 7 Yes No (� �• c. Does the SWPPP Adequately Identify All Temporary �c� _ ----------- ----------------------- I and/or Permanent Soil StabalizationMeasures? Yes • No ------------------------------ - ---------___--- d. Does the SWPPPAdequatetyIdentify aComplete ------------------ ------ ------__________------- . � t Project Phasing Plan? Ir—p o; t✓af,f Status of impacted Waterbody:(eg.TMDL 303(d)Listed,Impaired) e. Does the SWPPP Indicate Additional Site Specific Practices that Will be Utilized to Protect Water Quality? Yes No _ f. Has the Applicant Submitted a Completed DEC Notice - --`- ----`-' -----' `_ - Type of Impacted Walerbody.leg.Lake,Creek,Bay,Pond,Sound,Freshwater Welland_) t Of Intent and SWPPP Acceptance Form for Review �] l by the Town of Southold 7 Yes No , t STATE OF NF.W YORK, �. COUN'T'Y OF...........................................SS I ,•- J , 'I hat I,.. 4?-V!!94 *!�......�\....2....�_..e,(J____,__being duly swam,deposes and says that he/she is the applicant for Permit, (Name of individual signing Doamml),..,� 5 Andthat he/she is the .............»; .r .. ...................»......»............ .».»......._» (Owner,GIacto,Agent,Corpmato Office,etc) Owner and/or representative of the Owner or.Omers,and is duly authorized to perform or have performed the said work and to make and file this applitaticia;that all stalcinents contained in this application are true to the best of his knowledge and belief-,and that the work will be performed m"the manner set forth in the application filed herewith. Sworn to before me this, _day of----------------_---------------- 20 NotaryPublic: .......................................................................................... t (Signature of I SWPPP Assessment FORM= 03-12 ° ' T.O.S. ' "SWPPP" Preparation - Chapter 236 For DepattmentUse Only: , Storm Water Pollution prevention Plan s.c.T,M.#: Prope Address: Review Checkiis Checklist # 1 1000 -rr�- l3 • alstr1ri 5a on stock —[oT'— _ REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i r t i Plan Sheet (Does the SWPPP Adequate) Provide for and/or Indicate the Following, YES; NO ,N,A.,Explanation for NO or N_A. 1. Drain e a a ons&Stormwater BMPs Desl ne to co In a Two Inch Rainfall On•Sile, , 1 ---_� __...___• _....__9__..Maas____._._„..____..__......-- 2. Construction Pttasin Plan IndIcatIn Se uence of Pro ossa Construction AcGIiis . , Location pg,SG) 3. eneral LocatiortA?l>R „ ^4...._ . .__ P_^_..„_..._..„__.._._ .,_..__Maas-•--i©��i `.._....___.__._„..„„.__.___ ,. .„__ ._ ..Z-- 9 Dratan e S to P n Drawn to Scale at Si ti0' test to the Inch or la er Indicatin _- . _..s3s_.4�a.S��R���.R8e4�u4t1QiAJ9tL?I'hr�4undaries;�^___^_. _.. ” i QiQr.....,_.__._......„.....____..„_..._.._..„....__..._.._ ....___ - - C. ,fill ExlsUn Natural and/or Man Made Features on and within 50'of the Property Bounderx; =;f ]i ””"'"”'”"'""-" -••-• d, Test Hole Data Indlcatin Soil Characteristics&De th to Seasonal High Water Table; �Qii Contours indicating Props ____ _..i i O ^_ - !'� i. Spot Ottzde Finish Floorlevatiorts for Existing and - g. Cocat7on CY oode�Eirea's&Isolated rens with a ivt7nimum Dimenslori of f'e- biameler,” . _._..n:-:so�7�;,$sNatro��rs�i�solr�urvey.---• •- -._..,._...._--__-....-----_-_--.. _._...._..._.__.__...�"_-_-•_._^_--_..__,.__..._._._,_.__.. _._•__ - - 5. Background Information about the Scope of the Project,LacaUon&Description of the bite, ; �0;Q;-”-”' '"”"-```-'-^ -- - - „ ,-•_„__,_. Proposed CttartRto the Site and All Existing Development on the site Ind in fhe Fallowing, '. $._.AIIJQlta Ws@r�l�tttS J.rt�Judittg TAtal.9t� .pf Land A��turl2artoe. TQtal�lte l+r$a;_ b. AJI Excavation,Filling,Stripping&Grading Proposed and'ldentified as to depth,Volume „�-""_"' "` " -”" ^""'` '-- -- - - -• &„•y�ture of M•�terl�l�hvQlvgd; ;l=J d. All r r - C. A{I Areas Regyl,�ipg C�ear(ng_and/or GrubbingL_ ._..__-_. _•__.!0 i©i i._..__.____...........__.___ _.•-__ .,.._._._.___.__.._ . .. - - real ere Topsoil Is to be Removed,Stockpiled and where Topsoilwillultimatel_y ���0� '-___ „_....,.._.__,__..__...__•._,„,___,._.,,,. be laced• - e. All Temporal&Permanent Ve�etatlan to be Placed on f. q11 Teat orarr&Permanent Storm Water Runoff BMP Control Measures '"- _____�__ ___ ^ _._ .._...._..._..._..__ Maas_ Maas. (-] _..__..,_..„_.___ _,..„.... ......_ �.^ The Anhci{�ated Pattern of Surface Drainage During Petiads of Peak Runoff; __ . _ _. - - _ --•-- ge Mari•---- , ” r- h. `rhe Lacatfon ofslt-Floads,-I}ri'eways,Sidewalks,Patios,Stivcture's;Utilities - g P rY Sfagfn improvement's,rnc(udfri`�'em” a'ra Access&Conslnic(lon g Areas; "”"" ' , ;_ ; ; -~•-••••••---^•-•- •- I. MIR- ISM g Plital"L�ont"ours ane cr$pottsvadons 6. A Schedule of the Sequence for the Instal'latfon of All Planned Soli Erosion,Sedimentation - Sc Stormwater Runoff Control Measures, 7. Descriptlori of PolluU_on_Prevention Measures that will be_Implemented. 8. A Descrlpflon of the Minimum Erosion&Sediment Control Practices to be Installed- ' ' """`"”" "" ""'^ ^-"- --- -•-_._...... _,„ and/or tQ ��r Impiemgnted for Each Construction Activity that will result In 5011 Disturbance. •g.-DgscripUonotCogstructlon&Waste materlals�EupectedtobeStoredOn_Site.--• -�--••_• _ fQ+Qf�"_�"'"""'""""-'---"•`--••••-„-�••--•-•-••---•--�•`•_- .. .. 10. Temporary&Permanent Soil Stabilization Plan that meets the Current Version of the+”" "-`^""-^»^- --- ^--- -----„•• _New York State Storm Water Deslgn Manual Technical Standards 11. General8tiaPJa'n_andCansVuctionDraw'ingsforthe�Preck_ ^_..._�_._.. ...._...._..__,, i ;Q�»---•_--.__„_...,..._.._.__ „,._.... .."_.__ --- 12. DlmensionsaMaf_aria)SQedlfrcatlons&Installatior~t]etalls for Al_Erosion&SedimentC-nir- •" ••" '7 ! ”"„”-`^-"" ^"«^-~----- ---• •--«^- Tem ora P tf o of Practices. .._..._..._ _.........__..._.__.._....__... _ Dr tsc des that wifi be Converted to Permanent control M as _" —e lementatlon Schedule fo a tires. _p__ r$tagirtg Temparara!Prflslon Cortirol Practice or BMF'. ^-- T5, Maintenance6aenuletoEnsure Continuous&Effective0peratfonofE''resion& "y` ---' iQiQ` '""'•'-„"”^«'~-` ^~-- „ ^^^• •^--••--•••- _.__. Sediment Control Precllces. 18. Names of Potanilal Surface Waters of the State of New York and/ormay t e MSa th r"`""""""""""'-`"" ""----„•^-_~ ~ impacted b�!Devetoement. a b 17, Delineation ofStotrrt aontrol Plan lmelementatl_on Res onstblllU$s for Each i i '�` I ”^~""-„”--__^"""""`__„ ^-__•~•-___•• •• - - - Part of the -RiuJectConstructTonSke'--------------_ I it r rr-------.... ...M.._........_._._,_„....^,. ..,..."......__...•__ TIT.�All other Feasting Data that Describes Storm Water Runoff at(d/or Natural Drains-e 5wales. ' ' ' I ""'""" ”"^'"^" '"'^``~•-` ^•--•~ --„•• -••-• — Id'enUflcatlon_oCWI-Contractor(s)/Stib-Contractdr(sj-Responsible-for�rrstailing=Conshucting ; � t"------- Repairing, -'-„'Re itin ,Re laein ,InspectIN and MalntWning the Erosion&Sbdiment Control Practices, Storm Water.Management Control Plan ChecklPst#I s 03-12 DEC "SWPPP" Preparation - Chapter 236-19 f, For Department Use Only: Storm Water Pollution Prevention Plan S•0.T•M.M P-P'ogAddress; Review Checklist Checklist # 2 1000 -Q- � �- --� .(Additional Items to be Included with Checklist# 1 when Article I II is trlgered.) aicai°t 8W "lookt REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: ; I i Does the SWPPP Ade uatel Provide for andfor Indlcate the Following:) ;YES, NO N.A., lanatlon for NO or M.A.Must be Approved by-SMO Plan Shaw =- 005 a Pllkrl.15112a12 an Or Show al Items Require by_-_ec ist^-1--In this Packet 7 Location (pg,�) 2. Does the Plan Indicate and/or show a Description of Each Post-Construction 5tormwater r r u ren ntPns ce? p ' ' r Manage a oti rQl�l ".. .•...' ' . esa Slte P1aNConstruction Drawing(s)Indlcate and/or show the Location&51ze of i , """ """ - '-'--- --- ••- - Each Fost-Constrttctlon Storglwafer Management Practice? i C7 i Q tip!i - - __ .._.-..- --• i--...______._.._._--- 4. Does the Site Plan/Construction Drawing(s)Indicate andfar Show Hydrologic&Hydraulic Analysis; � � I '"•"•---•-••••••-••-•••-"•-•••••Fpr All Structural Com-parents ofthe Storrnwater Manageme,[tt sxstem forApplicable Storms� �Q��r , 5, Does the Slta'Pla5lConatriictton draWing(s')indicate and/or Provide a Comparison of Post- - Development Stormwater Runoff Conditions with Prti?.MbloQm�nt Condltlons es 7__•_"y 6, ethe t311•a RIaNCgnstruction Drawings)Indicate and/or Show All Ditnerisions,Material �" ' Specifications&Installation Details for Each Post-Construction Stormwater Practice? ,Q i Q, , 7. Does the Site Plan/Constructlon Drawing(s)IndEcate a Maintenance Schedule Provided by the Conatractor(s)to Ensure Continuous&Effective Operation of Each Post-Construction Stormwater Management Practice 7 8. the Site PIaNConstr tion Drawing(s)lnd6la and/or Show Malntenance,Easements to ' ' ' r "'� " --�-- -••-•-•--- Ensure Access to All Starmwater Management Practices atths Site forthe purpose of inspection and Repalr? " i 9. Does the Slte P(antConstrucUon Drawing(s)Indlcate andlorShow Inspection and Maintenance ' "" -'""" '"' --•-_.,. AtMMr t(s that are Binding on All Subsequent Landowners? ......._..__•— ------•'---._....._.•_.____......__.. .._......---•.._,_...._....__.._.. ._._ 10. For All Activities meeting the Threshold in 238-19(13)(1),the SWPPP shall be Prepared 8.Signed i i , `"-"""""`"'"--- ' _ --- •"••• ._- ._ - _ _ By a Professional In the Principles and Practices of Siormwater Management&Treatment Who Who Shap CerUyUtatt he Desipn Meets the Requirements of Chapter the Pia236__~ oes n Indlcate and entirc /or Idfy All Potential Soues of Po1luUen which'may affect the •••-•---•-�-•--•-•-•-••-•••••-•_•.•••_..._ Quality of Stormwater Discharges 7 1 Z. Dees the Plan PJov(de Documentation Supporting the Detepnlnation of Approval with Regard � I i� _'--'"""~`-•-•-•-•-••••-•-••••----••-- _ _ to Hstar 0 Places or Archeological Resources that Includes the Followtn : __ ;Q;©; - - a. 'Information whether the stormwater discharge or land development activities would have i i i ------ an effect on a property that is listed or eligible for listing or eligible for listing on the _ State pr Natisal Re isferof Hlstorlc Places bw ZtieResaHsofHlstarcResourcesScreenir%gDe'terminaUonsthathavetieenConducted�' ---------'--------------------- --------------------------------------------- c ------_ r r _ _ _ _ _ c. �escripUonofMeasuresNecessarytoAvoidorMinimtzaTAdve'PseImpactsonPlacesListed, ---------------� ---_ or Eligible for L�tstin.9,-on the State or National Reglsterof Historic Pia ---! w y ~ - r - - _----- -- _ __ _ _ __. ___ _Places; - _~ d. Where verse Effects May Occur,Any Written Agreements in Place with the'NYS-d Iffi-c-e of Parks,Recreation and Historic Places(OPRHP)or other Governmental Agency to �MIUgateThose Effects. r , 13.-A Description otfTie Soll(s)Pfesent at the 8ite',Including'an•Idenlificai(on of thre `-'_ --�' i ►-'""--__ ----~-~-- - HygraulicSollGroup_ 14. IdentlficaUori of Any Elements of the Design th'aCare not In Conformance with the l y i i i "'" '" "" ~-- ----�-- ------- - Design manual,Including Reasons for the Deviation or Alternative Design and a Description of the Eguhralengy with technical Standards. 15, WR Sfid Hydraulic Analysis 1&7,e J S i ru;Fur's f Components of the -------••- Stormwater Mana mentControlSstem. Ifi.`A 17etal ed Stamir ary,with Calcula oris,'of the Sling Criteila thatwas Used to Design-~ _"_i i ;fir _"-_""- ------------------- All Post-Constructlan Stormwater Management Practices_ QiQ t..Gti •*-- ••---- -7 I I 1'• 17.�An OperaUonsand Maintenance Plan'lhat Includes'Inspactibria'nd Maintenances --_~ ••- ------------------------------- Schedules and Ablion to Ensure Continuous and Effective Operation of Each 1IQi©1 I .—Post-Construction Storm Watai mans ement Practice.-- — Storm Water'.Management Control Plan Checklist#F2: 03-12 TOWN OF SOUTHOLD :tiaa �,G CHAPTER 236 j ; h Storm Water Management List of Approved BMPs (Best Management Practice INTRODUCTION: Town Code,Chapter 236 requires that an Ovs+ner,Contractor or Aztho ized Agent submit a Storni Water Pollution y Prevention Plan(SWPPP)for all new construction and/or re-development activity that involves soil disturbances of ! five thousand(5,000 S.F.)square feet of area. All land-disturbing activities,including the addition and/or replacement of impervious surfaces,shall provide temporary and permit construction controls to meet the ! requirements of Chapter 236. I SEE the following list of Approved BMPs which meet the minimum requirements of Town Code Chapter 236. � The purpose of this list is to develop an understanding of the type of BMP that may be required and/or available for compliance with the provisions of Chapter 236. Additional designdetails and BMP S e " !. p ci iications can be found m f the most recent version of the New York Stage Stormwater Management Design Manual. i k Temporary Construction Controls Infiltration Practices Stabilized Construction Entrance Infiltration trench (Vegetated Drainage Swale} ! Temporary Swale Infiltration Basin (Precast Concrete Leaching Pool) Vegetation Protection/Seeding Dry Well {' .Straw Bale Dike Grassed Swales SiltFence Permeable Interlocking Concrete Pavers i Storm Drain Inlet Protection Pervious Concrete Pavement i Temporary Sediment Trap Porous Asphalt Pavement ` Check Dam i I Storm Water-Retention/Detention—Ponds Filtration Practices - Dry detention ponds Bio-retention(Rain gardens) In-line storage Catch Basin Inserts I! On-lot treatment Organic Filters Siormwater wetland Vegetated Filter Strip i Wet ponds Underground Sand Filter Micro-pool Extended Detention Pond Perimeter Sand Filter Wet Extended Detention Pond Multiple Pond System Open Channel Practices Pond/Wetland System- Dry Swale f Wetland Wet Swale Extended Detention Wetland j Shallow Wetland When DEC Limits have been triggered,an Owner,Contractor or Authorized Agent must also acquire coverage under NYS DEC SPDES General Permit for Stomp Water Discharges for activities that reach the limits established for construction activity as defined under the DEC SPDES General Permit,(No.GP-0-10-001),prior to any work. f A copy of this general permit can be found on the DEC Web Site at:OQ www.dec:ML.gDv/cheniical/4112Z.—htW W ! An owner or operator of a construction activity that is subject to the requirements of a regulated,traditional land use control MS4 must first develop a SWPPP in accordance with all applicable iequirements of the general permit and then have its SWPPP reviewed and accepted by the MS4 prior to submitting the N01 to the DEC.ne owner or operator shall have the`%IS4 SWPPP Acceptance Form"signed by the Stormwater Management Officer"SMO" and then submit that fomzmm along with the NOI to the addresi referenced under"Notice of Intent(NOI)Submittal"- Far all approved SWPPPs,the owner or operator shall ensure that the provisions of the SWPPP are*implemented from the commencement of construction activity until all areas of disturbance have achieved final stabilization. A Notice of Termination(NOT)must be submitted to the DEC for all DEC regulated construction activities. i I I i PECONIC SURVEYORS, P.C. P.O.Box 909 1230 TRAVELER STREET SoUTHOLD,N.Y. 11971 631-765-5020•FAx 631-765-1797 John T.Metzger,L.S. June 20,2013 To Whom It May Concern: Please note that on June 20,2013 Peconic Surveyors PC was at 670 Old Salt Road, Mattituck,NY 11952,Suffolk County Tax Map#1000-144-05-13 and surveyed the distance from the rear screened porch of house to the concrete sea wall to be 63.8'. Thank you, Peconi rs PC p� I-A f Address: LiCata Residence 670 Old Salt Road Mattituck, NY SCTM#: 1000- 144-05-13 Date: June 12, 2013 Storm Water management General Property Conditions: 1. It is our intention to remodel the house on the existing footprint on the existing foundation. We will dig for three piers at the screened-in porch and, other than that, there will be no excavation. There will be no additional fill brought in,nor will any fill be removed. 2. This lot is a mature residential property on Peconic Bay with no history of drainage problems,pooling or storm water run-off onto Old Salt Road. 3. The topography is flat as is indicated on the survey. During Construction: 1. The construction access road will be the existing driveway off of Old Salt Road. This is an asphalt driveway that will be used for parking and,necessarily,there is no existing condition that would cause the spilling of mud or other construction debris. It is our intention to maintain the driveway for the homeowners' future use once the house is completed,so we will take every precaution to minimize damage to the driveway and apron during construction. 2. We will place silt fabric and hay bales along the rear yard of the property, 10'from the bulkhead as a precautionary exercise. 3. On-site storage of construction material shall be limited to material necessary to re- build the house using conventional building products. All waste storage shall be contained in a single 30 yard dumpster,to be promptly emptied when full. 4. During construction,the contractor, New England Barns&Fine Homes Inc. represented by William Gorman, shall be responsible for daily inspections and the repairing,replacing and maintenance of the Erosion and Sediment Control Practices. Post-Construction: 1. We will re-plant grass throughout the lawn as needed,and we will plant shrubs and bushes around the perimeter of the house. Prepared by: William P. Gorman,Pres., New England Barns&Fine Homes Inc. Project Contractor �ysr Southold Town Building Department �gUFOt,��o P.O.Box 1179 Permit#: 38388 53095 Main Rd oa Southold,New York 11971 Permit Date: 10/4/2013 4 a�' (631)765-1802 Expiration Date: 4/5/2015 Parcel ID: 144.-5-13 BUILDING PERMIT RENEWAL LETTER Dated: 2/6/2020 Applicant: Bill Gorman, Location: 670 Old Salt Rd,Mattituck Work Description: ADDITION/ALTERATION Additions/alterations to an existing single family dwelling as applied for per ZBA approval. A FEE OF $628.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Licata, Stephen&Licata,Amy Address: 95 Hillside Rd Albertson,NY 11507 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building r Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. ELEVATIONS REFERENCED TO N.A.V.D 1988 N UNLESS NOTED FLOOD ZONE FROM FLOOD INSURANCE RATE MAP SURVEY OF PROPERTY MAP NUMBER 36103CO482H SEPTEMBEII 25, 2009 AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000 244-05-13 -' APPROVED BY -' - -- --' SCALE 1'--20' 'm OF TRU$MESJULY Z 2013 I! LI JAN 3 7 2020 ,-' AUGUST 2,.2013(REVISION) -'s TOWN W sou LD AUGUSTI 27. 2013((LO IATTESI M.L.W.) SEPT.DAR c 40 01' T ROAD, &,. P -� LD 0' ECEIVE 100. ,py'00''E`.p ` D.if waa ova ,ung,► EP N79,wove( 19 2013 E, rE t LdT 2 N 2A',1EL• 6 j�'E i QV'4' wR) 2+1' f*1 5108 7- CAR LA 1 a as � o / FA FL 10.6 -1 W V UL Tim SJORY jADUSE 25.2 r101 � � O � POW 240 X "Nee 1 x [RODE" 0 EL YAPS PASO At C ~ a' >n.Ra r. cL I , 17 IR ` � FV•D O j6 yppp DUUINEAD 1F'I0' 1 r, 584�f1i 27"W I oNE UNi 23.63 `ot 9 pE NC3sem.Y1ts uvia D"F00 Stp� 67.28 3 _ 31•wVEM 113GH WAM �EOFney, Id .mart OF WAU. $733� BAY cb ��-C.MEt2C pECONIC LOT NUMBERS REFER TO MAP OF SALT -_LAKE VILLAGE'PLATE NO. 1 OF 2. FILED — IN THE SUFFOLK COUNTY CLERKS OFFICE ON MAY 10, 1940 AS FILE NO. 1.1.10. ANQALTERA7I0N OR ADD1770M TO 7HIS SURVEY IS A KOLA77ON .Y.S LIC. NO 49618 OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA770M LAW. ECONIC YORS, P.C. EXCEPT AS PER SECTION 7209-SUBDIWSION 2 ALL CER77RCA77ONS �1- (631) 765-5010 FAX(631) 765-1797 HEREON ARE VALID FOR THIS MAP AND&PIES THEREOF ONLY IF AREA=17,079 SQ. r 1.P.O. 60X 909 SAID MAP OR COPIES EAREAR THE IMPRESSED SEAL OF)Hf SURVEYOR TO �E ' 'A'C SOU7HOLD N Y. 5 R;ET 13-196 WHOS) SIGNATURE APPEARS HEREON. I 1 l UWE FEB 20 201-111, -4" 7'-32..— 7'-32.. -1,0 GARAGE II I 2-2X12 HEADER STRAPPED TO 8" DIA STRUCTURAL POSTS ANCHORED TO NOTE. 2-2X12 ACQ GIRDER ANCHORED TO THIS PLAN 15 AN ADDENDUM TO THE ATTACHED PLANS 10 DIA CONC. PIERS BELOW DATED 3 7 2013 THIS REVISED PLAN IS MEANT TO li (r w z INCLUDE NEW INFORMATION RELATING TO THE LL ALTERATION OF THE FRONT ENTRY PORCH FROM A PORCH 0 < 0 WITH STEPS TO A COVERED PORCH W/ STEPS Ir cr IT ALSO SHOWS THE REVISION OF THE KITCHEN CEILING LL 0 O WHICH IS NOW OPEN TO THE DORMER ABOVE AND THE 0 WI 0 ELIMINATION OF THE PREVIOUSLY PROPOSED KITCHEN REVISED PARTIAL FIRST FLOOR PLAN n- < 0 ENTRY DOOR. o 1 /4" l'-O" 1 .24.20 0 NEW COVERED PORCH 0 0 REMOVE PROPOSED KITCHEN ENTRY BATH E RY w OPEN TO GABLE DORMER ABOVE Ilx it WET BAR it f scy yo MUDROOM L— — — — — — 3-2X10 HEADER CEILING OPENING ii PLC 77006 sio II If r LICATA RESIDENCE KITCHEN o670 OLD SALT RD. MATTITUCK N.Y. 1000- 144-5- 13 EV. 1.24.20 1/4" = V-10" i i I I I NOTE: THIS PLAN IS AN ADDENDUM TO THE ATTACHED PLANS I� DATED 3 7.2013 THIS REVISED PLAN IS MEANT TO \ INCLUDE NEW INFORMATION RELATING TO THE ALTERATION OF THE FRONT ENTRY PORCH FROM A PORCH TH STEPS TO A COVERED PORCH W/ STEPS. i REVISION - PORCH ROOF ADDED � J f � i I n II PROPOSED KITCHEN ENTRY DELETED I f REVISED NORTH ELEVATIO _ LICATA RESIDENCE 1 /4" = 1'-0" 1 .24.20 F NE 670 OLD SALT RD. 0 MATTITUCK N.Y.W ,p 1000- 144-5- 13 REV. 1.24.20 1/4" = 1'-0" I sF � 77006 i AROFESSI®`�ai� I i I i s , JUN - s 2020 C NOTE: / THIS PLAN IS AN ADDENDUM TO THE ATTACHED PLANS DATED 3.7 2013 THIS REVISED PLAN IS MEANT TO I ' r INCLUDE NEW INFORMATION RELATING TO THE ALTERATION OF THE FRONT ENTRY PORCH FROM A PORCH \ WITH STEPS TO A SCREENED PORCH W/ STEPS \ I REVISION - PORCH ROOF ADDED / \\ (� F— SCREENS W/ PANES I SCREENED DOOR I Lii LICATA RESIDENCE REVISED NORTH ELEVATION670 OLD SALT RD. A. MATTITUCK N.Y. 1 /4" = V-0" 3. 10.20 F ` OF N 1000- 144-5- 13 Q$ REV. 1.24.20 1/4" = V-0" V�Q 77Uo6 ��-`/ i• S I JUN - 2020 NOTE: r j THIS PLANIS AN ADDENDUM TO THE ATTACHED PLANS T DATED 3.7-2013 THIS REVISED PLAN IS MEANT TO / INCLUDE NEW INFORMATION RELATING TO THE i ALTERATION OF THE FRONT ENTRY PORCH FROM A PORCH/ WITH STEPS TO A SCREENED PORCH W/ STEPS. EJ El I / REVISION - PORCH ROOF ADDED- SCREENS DDEDSCRE NS W/ PANES (SCREENED j DOOR i I LICATA RESIDENCE REVISED NORTH ELEVATION 670 OLD SALT RD. 1 /4" = 1'-0" 3. 10.20 , ,, MATTITUCK N.Y. 1000- 144-5- 13 111'V ?i REV. 1.2 4.20 1/4" = 1'-0" I- rid AS 71006 I ,I - l , NY LIC. _ ECT _ G`r V TI X 5 W ZO 0 2 V J N r-I 0 NOTE: EXISTING SECOND FLOOR PLAN 0 ;4 PROPOSED REMOVAL ANIS RE-INSTALLATION w ° U OF SHEET ROCK AND INSULATION H � O 1 21-0%211 2'-2" 1 31- 1 0/411 141-311 LU _ I o STUDY m ° BEDROOM 77 Ln LU _ 3. O BEDROOM 04-411 5'- 411 4'-3' W <o z 668 2668 t BATf TOOM Stairs down to first floor 2068 2 2068 . 2068 r^II 068 V J A V OPEN N ° TO CLOSET CL05ET a H "'- CL05ET BELOW 0 STORAGE 151-511 jfranb !�§eabroob �92 Traditional Building Design Construction Drafting Services 631-255-9129 NO DATE REVISIONS I SECOND FLOOR FLAN SCALE: 14" = 1 '-0" COMM.NO.: Bill Gorman DATE: Nov.16,2013 SCALE: AS NOTED DRAWN BY: FHS CHECKED BY: SHEET TITLE: AS-Built Set: 2nd Floor Plan W x 0 w x 0 z M A-1 0 N x Lr 0 V �ON1 EOcO NG N TE OF UP ICA WRTEA SYSTE F 1 / �-Ap 50'-3 3/4" Ji_I "'` PLLm1 20'-2 7/8" DATE: D ALL P_U`'r E &4't H . $�- I TESTING BE uilL ,,�VCRiNG FEE , iY'�_� , NOT: Y BUILDING ,RT MENT AT 765-1802 8 AM TO 4 FM FOR TETE D11 ------------- ------- ---- ---- FOLLOWING INSPECTIONS: EXISTING ROOF TO REMAIN 1. FOUNDATION - _''WO REOU;RED FOR POURED CONCRETE 2. ROUGH - FRAMI,IS & PLIlI:1c,!NG I I 3. INSULATION r 4. FINAL - CON'7R'.JC ION MUST I' I B F 1 `- 7 r, I I I I CO�.�f LcTr_ ;��R C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREI OF THE CODES OF NEW YORK STATE. PN'01' PF-SPONSIBLE FOR RETAIN STORM 21'-1 1/2" I DESIGNI OR CONS"THUCTION ERRORS. M WATER RUNOFF 9 \ 5-6" 7'-7 1/4" 7'-7 1/4" i i NEW PERGOLA TO MATCH EXISTING PUROF SUANT TO 236 TOWN CODE -- CHAPTER I 14'-1 1/8" i R":,�� ,.•_.f .A ..<r. Cis 017 GABLE ROOF OPEN TO BELOW ,, 10 011l o I Jae:I.Lj,Ii I. 1109 "I GARAGE i - NEW GABLE ROOF. REFER TO L T. .' , n IIa Ir Ii ,, H ,1 to r,rnrrli- j I I i I ELEVATION ^`"""""•~ - ,�• iCv, L .� I I u1 F- ;u 100 I ��u, M a a b ARD „ --rJ7 Pf ii r�i ,i, �.HIJI_, VF l'I I`:.�-I, f I'I 7d1 ii F I'I Fl - r T I F u i i I r i F aE F �n�r r I I -F- t o I I I b_. � I I o r r I STEPS r,. .,, _ F'LiFI[I I� 1-i III Hl f- I I;I rH,,I, II IFLI f'!' Lrl `' .�,ICt ;�nl, :, II i TF,o . ,;i lt� ;inl 1[ 1!1, ,F tIFI FII-„ur•II O I I j I I z I I I I KEY PLAN � I I IN I I 11� I / 2 N Ip qe> -- O ,"UPANC OR 111 ----=- �—�-=i I I I r — ----- --------------- ------ ---------------------------- USE IS U ILMA uL O -”- CO2 D10 EPS c VVITF !OUT !., E � � �F KATE T \ BATH (��) I L------- ------ ®(- OCUi"�' NnI 00 -- - - ------------ E.I.K. o j 104 in L T------ - ---- ---- i- --- .- - - 102 I o 1 rn -------- --�____ ___ ____ ___ _� ------- --------� DW , cL. } \ Ll \ , D20 ENTRY \ 5 -11 7/8 c MUDROOMr -OWL- O cD 103 100 @03 M ® WET BAR x � 15-2„ M M ' 3 8” 106 i t I UP i I I I I I II 00 � I I F-f I LO 00 ` CL W D CL i ssue roc: M I I I I 2 -6 3/8" 3'-0" 2'-11" I I I `` / I REF. y o l` / � 04.12.13 ISSUED TO BUILDING DEPT.FOR REVIEW O D 3 D09 I BATH KITCHEN I I I I I I too F10-1-1 00s \ I oo I I I r7 (I LDN. Ila[ Ii D1�•I, "Lo Ci 4 � I I [ r- �' v-_� I I I I � I I I BUILT-IN ED -� HER BATH o \ ( ) los 0 N r' I HIS BATH o �, Lo I LIVING ROOM o0 110 kT O „/� SHOWER ��.//1I I 11 I j a D 17 BENCH D 18 L J 17'-4" 7'-9 7/8" j 5'-0 1/8" 71` TRANSOM ABOVE --TRANSOM ASOV I I cV ' II I i I I DINING ROOM \ Cpl D 16 - --- - '� ) O I I I , — EXISTING I I I I I I I DQ8 cL, OUTDOOR SHOWER j -----�► 00 00 ��;C__u I I I I I I `D D 15 CV ----- -- - --- - - � >07 D06 D05 z co o r--- ---------- ------- -------- -I ----------—----- ---- ----- -- m — L------------------------------- ------ BUILT-IN ---- BUILT-IN WINDOW -------------- -- ------------------- ---------- SEAT BEDROOM 6 '� 108 r IL- � // \\ � -L M I I I I 8 EQ. EQ. . ol � I I I \ I I I \ 0 i \\ D 4 I M I-- 1`1) \ / °O ❑ ❑ , SCREENED PATIO \/ I d DECK Lift] .I 111 CL. ------- ----------------- ---------------------------- 1 ----- -- — — — ---- O r) COVERED PATIO 112 I STEPS -- -------- ----------------------------J c PROJECT: I PRIVATE RESIDENCE rrrrrrOLD SALT ROAD MATTITUCK, NY LL NEW FLAT ROOF.REFER TO SECTION DRAWING TITLE: 17'-9 1/8" 111 3/8" 21'-3 1/4" PROPOSED FIRST FLOOR PLAN NEW GABLE ROOF. REFER TO EXISTING PATIO ELEVATION 50'-3 3/4" ol EXISTING PERGOLA TO REMAIN SEAL: DATE: 03.07.2013 SFkED ARC PROJECT NO: ti ' DRAWING BY: PROPOSED FIRST FLOOR PLAN PROPOSED ROOF PLAN �, ��°NY M ` tn' CHK BY: 1 SCALE: 1/4" = 11 SHEET NUMBER: SCALE: 1/4" = 1'-0" � , -� -a f N do 006 A - 1 . 00 �OFN �O CAD FILE: N/A - 1 CD00 --- -- -- --- 00 00 n In In rn 00 --- - ---- ---- -- -- - �� - - --- _ -- - C D02 e - - e - -T HIF ,.In f LIF 111,.JIlLrll IFIL I FIF TI .r11 U�_ -- --- --- - CIF FF'IIFL 1LIlAL f F'� i GU IO I' l IT, FI!',',Iil IF'F LL - - - __ - - --- ---- 1 E I FI o-l I C' HI I F> F FL7F - F F F AFF F Tl \ --- --------- -- F_:I.I1 } E:,IIF ITT FIT F..FTIt F If 111,1 IT }-F_LF FPFI F[,� - - -- - - - - --- IIIIF I f I flIj Ll I I ___..__ KCY PLAN- PROPOSED LANPROPOSED NORTH ELEVATION PROPOSED SOUTH ELEVATION SCALE. 1/4" V-0" G SCALE: 1/4" - V-0" ISSUE LOG' ----------- z ISSUED TO 04 ------- ----- - - - - -- BUILDING EPT FOR REVIEW.12.13 3 PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" ----- 1 - - - -_I -- - ----- - ___ -_--- _ -- --- - ---- -----__ -- 108 El PROJECT PRIVATE RESIDENCE OLD SALT ROAD -- - - -- --- -- -- -- - - -- T - _ __--- - MATTITUCK, NY D08 = _ DRAWING TITLE: --- -_ - ----------- --- --__---- - 1 -_-- - -- ------ PROPOSED EXTERIOR ELEVATIONS - - - - SEAL: DATE: 03.07.2013 - - -- --- — - -- — - - - L - T - - 1 - � f�=- r '(�''R PROJECT NO: . I DRAWING BY: [rte �G ti CHK BY: 74 SHEET NUMBER: 2° 0062 �- 4 PROPOSED WEST ELEVATION q A - 2 . 00 SCALE: 1/4" = 1'-0" CAD FILE: NSA - ALL ROOFING TO BE INSULATED WITH MIN.R-38 4"T&G CDX PLYWOOD&30 YR GAF ROOF SHINGES TO MATCH EXISTING I'f ` Iib:I IFF-I III ,VILI _i F Ill IIILUtIRI' - THC I L]I ll ,,/:'I, ,',IID I lel,:.I:F]II_ - III-TF'I -I T_ 11' �'1-[II E-_IIiH -I :ll l_ :,[ ;,IT H:d{ FEI'Alll THF F'F'll1'I_F'-; [1F Fl II FSP,HIF[' THL IIFII_I_t'[ II_- ',FF II`ll T❑ 11 I -[U I I '<<qU I- LIF 11 1'"I f 10 �I'� OTHF F' f'�LI IFI I- [.- f,F' b� ,�11 ❑SHF FF'AF TIE TI 4,1I TH[1 I- FDF'LFI I IFI LIQ 1: II1111 F',i i —1d, mill -FF ILFII= F 1 I 'I dlll{HF I ,ia 4 DBL.2'x6"TOP PLATE i KEY PLAN: ALL WINDOW HEADERS FRAMED W/ (3)1-7/8" 9 2"LVL G.P.MICROLAMS ALL EXTERIOR WALLS TO BE INSULATED 176"IPE IRONWOOD DECKING W1 MIN.R-22 INSULATION SECOND FL.HALL SECOND FLOOR PORCH 2'x4"SLEEPERS SCARFED TO ALL EXTERIOR WALLS TO BE 4"CDX PROVIDEADEQUATE PIOVER 4" PLYWOOD W/2x6"PREIMIUMDOUG2"GWB ONALL WALLS& T&G CDX PLYWOOD&EPDM RUBBER FIR.STUDS @ 16"0.C. CEILINGS, TYP. ROOFING MEMBRANE IW8'CLEAR WESTERN RED CEDAR,BENJAMIN 2'x12"CEILING JOISTS SCARFED TO OBDYKE,CEDAR BREATHER, W1 GRACE ICE& PROVIDE ADEQUATE PITCH WATER SHEILD WATERPROOFING MEMBRANE. PROVIDE SAMPLES FOR APPROVAL.BY OWNER PROVIDE DRAIN SCUPPERS ALL EXTERIOR TRIM TO BE CLEAR CEDAR.FINISH AND DIMENSIONS TB.D. hI NEW PERGOLA DETAILS TO MATCH " EXISTING ISSUE LOG E` T } O Z 2"GWB ONALL WALLS& ` EXISTING PERGOLA TO REMAIN a y CEILINGS, TYP. o ti I , 04.12.13 ISSUED TO BUILDING DEPT.FOR REVIEW FRONTENTRY KITCHEN 'I I{ LIVING ROOM REAR PATIO NEW FLOORS TO BE FRAMED W/4" T&G PLYWOOD GLUED AND SCREWED OVER 2'x10"FLOOR 1 BENCH JOISTS ! I 1'x6"IPE IRONWOOD DECKING I[ FINISHED GRADE SLOPEAWAY I h i� I ,I I� ZABEL-POLYLOCK TRENCH DRAIN, CONNECTED TO DETENTION SYSTEM @ FOOTING UNDISTURBED UNDISTURBED SOIL SOIL UNDISTURBED SOIL ALL NEWFOOTINGS AND PIERS MUST BEAR ON UNDISTURBED VIRGIN SOIL,FREE OF MUD, EXISTING FOUNDATION WALL TO REMAIN, WATER,ICE,DEBRIS,ETC. G.C. TO INSPECTAND REPAIR AS 4"CONCRETE SLAB W/WWM 6X6 REQUIRED OVER GRACE FLORPRUFE 120 VAPOR BARRIER 4"RIGID INSULATION BOARD BELOW SLAB OVER 4"GRAVEL PROPOSED BUILDING SECTION SCALE: 3/8" = 1'-0" PROJECT: PRIVATE RESIDENCE OLD SALT ROAD MATTITUCK, NY DRAWING TITLE: PROPOSED BUILDING SECTION S DATE: 03,07.2013 ONE Mq�C+y/ PROJECT NO: DRAWING BY: 0 CHK BY: y ' * SHEET NUMBER: • 0062 OF NEW.40 A - 3. 00 CAD FILE: N/A GENERAL NOTES WINDOW SCHEDULE FIRST FLOOR 1. SUBMIT THREE (3) COPIES OF THE HARDWARE SCHEDULE. FOLLOW DOOR AND HARDWARE INSTITUTE (CHI) GUIDELINES FOR SCHEDULING. FURNISH INITIAL DRAFT OF SCHEDULE AT THE WINDOW LOCATION MODEL UNIT W X H HEADER HT. A.F.F. MATERIAL TYPE HARDWARE SCREEN SOLAR BLACK REMARKS EARLIEST POSSIBLE DATE, IN ORDER TO FACILITATE THE FABRICATION OF OTHER WORK. FURNISH FINAL SCHEDULE AFTER SAMPLES HAVE BEEN APPROVED. SET OOD OUT 2. PRIOR TO SUBMITTAL OF THE FINAL HARDWARE SCHEDULE AND DELIVERY OF HARDWARE, KITCHEN 101 ANDERSEN-A SERIES 5'-8" X 3'-8" T.B.D. HUNG WOOD FRAME WITH GLASS DOUBLE - Y W 2 UNITS SUBMIT ONE (1) SAMPLE OF EACH EXPOSED HARDWARE UNIT. SAMPLE WILL BE REVIEWED BY _ - THE ARCHITECT FOR DESIGN, COLOR, AND TEXTURE ONLY. COMPLIANCE WITH OTHER BATH 104 ANDERSEN-A SERIES 8'-1" X 1'-9" WOOD FRAME WITH GLASS AWNING Y 2 REQUIREMENTS IS THE EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR. SAMPLES APPROVED 3 UNITS BY THE ARCHITECT SHALL BE TURNED OVER TO THE OWNER FOR ATTIC STOCK. HER BATH 109 ANDERSEN-A SERIES 2'-1" X 1'-9" - WOOD FRAME WITH GLASS AWNING - Y _ 3 3. DO NOT PROCEED WITH INSTALLATION OF HARDWARE UNTIL SAMPLES HAVE BEEN APPROVED. 'W\ HER BATH 109 ANDERSEN-A SERIES 2'-1" X 1'-9" - - APPROVED SAMPLES MAY BE INSTALLED IN THE WORK AFTER SUBSTANTIAL COMPLETION OF WOOD FRAME WITH GLASS AWNING Y _ 4 WORK. _ - - HER BATH 109 ANDERSEN-A SERIES 2'-1" X 1'-9" WOOD FRAME WITH GLASS AWNING Y 5 4. PROVIDE KEY SCHEDULE SHOWING ALL KEY NUMBERS AND SPACES TO WHICH EACH PERMITS ENTRY SHALL BE PROVIDED. CONSULT WITH THE OWNER, AND PROVIDE NECESSARY ASSISTANCE /_w\ BEDROOM 108 ANDERSEN-A SERIES 6'-2" X 1'-9" - - REQUIRED FOR DEVELOPMENT OF THE SCHEDULE BEFORE SUBMITTING FINAL KEY SCHEDULE. WOOD FRAME WITH GLASS AWNING Y 6 AFTER FINAL APPROVAL HAS BEEN RECEIVED, THE SCHEDULE ALONG WITH THE KEY GATHERING 3 UNITS ENVELOPES CONTAINING KEYS FOR EACH LOCK, ENDORSED WITH LOCK NUMBER AND SPACE W DESIGNATIONS, SHALL BE TURNED OVER TO THE OWNER. 5. THE HARDWARE PER THE MANUFACTURERS SHALL PROVIDE FULL REPLACEMENT WARRANTIES, AS DINING ROOM 107 ANDERSEN-A SERIES 10'-0" X 4'-6" - WOOD FRAME WITH GLASS DOUBLE - Y PER THE LIST BELOW. REPLACEMENT WARRANTIES SHALL NOT INCLUDE ANY LABOR COST. HUNG 3 UNITS 8 IaZGARAGE 113 ANDERSEN-A SERIES 2'-9" X 3'-8" - WOOD FRAME WITH GLASS DOUBLE - Y - 9 ''�'"`F="'r ;.''_ '; F '' "'�F_"I""'- A. SURFACE CLOSERS 25 YEARS , I, r „ GARAGE 113 ANDERSEN-A SERIES 2'-9" X 3'-8" - WOOD FRAME WITH GLASS DOUBLE _ Y � ; I ,,;,,, B. EXIT DEVICES 3 YEARS HUNG - I,I FT I❑ C. LOCKSETS 1 YEAR 1D [ I nLr in r„rr Inl a L1Fi I-tJ_iF , uF D. BALANCE OF HARDWARE 1 YEAR I UFI r, F [,I r ,,I I ,lil P F IIF.. TfI.IJ Ifl I I-III - , SECOND FLOOR ANDERSEN-A SERIES 2'-10” X 3'-8" - WOOD FRAME WITH GLASS DOUBLE _ Y 2 UNITS W ]FiIlFI, : IT:, r ,:TIA I HUNGIT 6. PROVIDE DOOR SILENCERS AT ALL DOORS, AS REQUIRED, AND AS APPLICABLE PER DOOR � WOOD FRA SECOND FLOOR ANDERSEN-A SERIES 2'-10" X 3'-8" - DOUBLE - DETAILS. ME WITH GLASS HUNG Y 2 UNITS 12 KEY PLAN SECOND FLOOR ANDERSEN-A SERIES 6'-8" X 3'-8" - WOOD FRAME WITH GLASS DOUBLE _ Y 3 7. GC TO TAKE RESPONSIBILITY OF WINDOW / DOOR ORDER INCLUDING QUANTITY, SIZE, LOCATION HUNG 2 UNITS AND OPERATION. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO PLACING ORDER. SECOND FLOOR ANDERSEN-A SERIES 6'-8" X 3'-8" - WOOD FRAME WITH GLASS DOUBLE - Y HUNG 2 UNITS 4 SECOND FLOOR BATH ANDERSEN-A SERIES 2'-1" X 1'-9" - WOOD FRAME WITH GLASS - Y - 5 W SECOND FLOOR ANDERSEN-A SERIES 2'-9" X 4'-6" WOOD FRAME WITH GLASS - Y - 16 WINDOW NOTES \ SECOND FLOOR ANDERSEN-A SERIES 1'-6" X 3'-6" - WOOD FRAME WITH GLASS - Y - w W SECOND FLOOR ANDERSEN-A SERIES 1'-6" X 3'-6" - WOOD FRAME WITH GLASS Y- 18 1 ALL UNITS TO BE TERRATONE FINISH EXTERIOR AND BIRCH BARK INTERIOR - 2 ALL HARDWARE TO BE DETERMINED 3 ALL GLAZING TO BE LOW-E INSULATED 4. GC TO TAKE RESPONSIBILITY OF WINDOW / DOOR ORDER INCLUDING QUANTITY, SIZE, LOCATION AND OPERATION. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO PLACING ORDER. ISSUE LOG z 0 w ui w � N O tt 04.12.13 ISSUED TO BUILDING DEPT.FOR REVIEW EXTERIOR DOOR SCHEDULE FIRST FLOOR DOOR LOCATION FROM-TO MANUFACTURE/STYLE R/O W X H HEADER HT. A.F.F. MATERIAL HARDWARESET REMARKS DOOR DX01 ENTRY TO ENTRY HALL 101 ANDERSEN- A SERIES 3' X 6'-8" - WOOD INSWING - REFER TO PLAN W/ SIDE LIGHT DXd1 XO E.I.K. 102 ANDERSEN- A SERIES 5'-2" X 6'-8" INSWING - REFER TO PLAN X02 X03 MUDROOM 103 ANDERSEN- A SERIES 2'-8" X 6'-8" INSWING - REFER TO PLAN X03 X04 BEDROOM 108 ANDERSEN- A SERIES 6'-0" X 6'-8" DOUBLE INSWING - REFER TO PLAN W/ 2 SIDE LIGHT X04 X05 LIVING ROOM 105 ANDERSEN- A SERIES 5'-0" X 6'-8" DOUBLE OUTSWING - REFER TO PLAN X05 X06 LIVING ROOM 105 ANDERSEN- A SERIES 5'-0" X 6'-8" DOUBLE FIXED - REFER TO PLAN X06 I XO LIVING ROOM 105 ANDERSEN- A SERIES 5'-0" X 6'-8" DOUBLE OUTSWING - REFER TO PLAN X07 X08 LIVING ROOM 105 ANDERSEN- A SERIES 5'-0" X 6'-8" DOUBLE OUTSWING - REFER TO PLAN X08 DX09 LIVING ROOM 105 ANDERSEN- A SERIES 5'-0" X 6'-8" DOUBLE FIXED - REFER TO PLAN DX09 DX11 GARAGE 113 - DX11 X1 GARAGE 113 INTERIOR DOOR 3' X 6'-8" X1 X13 MUDROOM 103 INTERIOR DOOR 2'-8" X 6'-8" POCKET DOOR X13 X14 KITCHEN 101 INTERIOR DOOR 2'-6" X 6'-8" X14 Y,15 BEDROOM 108 INTERIOR DOOR 2'-6" X 6'-8" X15 X16 BEDROOM 108 INTERIOR DOOR 4' X 6'-8" 8xi X1 BEDROOM 108 INTERIOR DOOR 2'-6" X 6'-8" X17 DX18 BEDROOM 108 INTERIOR DOOR 2'-6" X 6'-8" X18 DX19 BEDROOM 108 INTERIOR DOOR 4' X 6'-8" DX19 PROJECT: X20 ENTRY CL INTERIOR DOOR 2' X 6'-8" @X20 PRIVATE RESIDENCE DX21 SECOND FLOOR ANDERSEN- A SERIES 6'-6" X 6'-8" DOUBLE OUTSWING - REFER TO PLAN W/ TRANSOM ABOVE DX21 OLD SALT ROAD MATTITUCK, NY DRAWING TITLE: WINDOW / DOOR SCHEDULE SEAL: DATE: 03.07.2013 RED ARC PROJECT NO: M. S, /� DRAWING BY: e� CHK BY: y fi =� SHEET NUMBER: �- 00620 A - 5 . 00 F NEW CAD FILE: N/A I i I I I I I I I I I 11 II, �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 II i i l 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 II � I � ,�u_F-Inl Fnli II_I- n1 I�ur�n:l;l nl rF rl :,un :,IIv r1- lrrrr,un III TFUML1I,- _ _Fl ,11 -Hr, f'LM O'll 'HF ` l I Fil LF'Ti llll Ac IFTFLT 1Hf'F pl' PllIIF 1F1 ll01 T❑ _LL IIl [ f rlr II, IF'T II,1' :,Ili f F'I' 1 f.r -- EXISTING [I L [IF 1 ❑,I,I ,F I" _ 1�1, IT: E OFrFI_, 41,HF1 I:F," I' lFllll F'.J I �Ir '..'Ir,l _f FLIF ti -- GARAGE I,II I I I I I I I I I I I I I I I I I KEY FLAN: I I I I I I I I r-------------- ------------ ENTRY PATIO I i l r---------------------- I I l i ---------- I I I I I I I I I I I I I I I I I I I IL L - - I EXISTING I L---------------- L LAUNDRY I I I I ------------------- EXISTING --._—EXISTING \ J i l ENTRY EXISTING i l - - - ENTRY UP l I FF ISSUE LOG I rT� o r--I-- r--------- L-----r r z I r----- - rt----- i w o I I v a N ISI s, EXISTING 04.12.13 ISSUED TO BUILDING DEPT.FOR REVIEW I BATH _u I I jL I -------�— F-, I I I --- I I II I --- ii IF----_-- I ' N -----------------i -:/--------------- L————————— I I I I i I I a a i I I / I I I U / L------_-- r , EXISTING / I r________________� LIVING RM. I i EXISTING I BATH I I I LJ I I I I L_, Ll I I I n �II 1 f II I I r----�f—tl -------------i L------------ EXISTING l i i l DINING RM. I II II , I I I I I EXISTING j l I OUTDOOR I SHOWER I I II I I I I r---- L I I I I I I I I I I II I I I EXISTING BEDROOM I I I I I I --- --Its--- -- --- i I L — I I I I I I I J I I II I I I I II I I I I II I I I I I I I I II I I I i II I I I I EXISTING II SCREEN RM. I_---------------------------------------------------- I I L I L7 — — --- -----J IPROJECT: r� LJ PRIVATE RESIDENCE r� r-I r� r� r� r� OLD SALT ROAD LJ LJ LJ LJ LJ LJ LJ MATTITUCK, NY DRAWING TITLE: EXISTING FIRST FLOOR DEMO PLAN PATIO SEAL: DATE: 12.29.2012 ® ® ® ® 0 ,BRED A,4c PROJECT NO: EXISTING FIRST FLOOR PLAN / DEMO PLAN EXISTING ROOF PLANFrr ��,� �oN� M. �,, DRAWING BY: � � �(�SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" � CHK BY: * SHEET NUMBER: cb N 00620 - EX - 1 . 00 OF rN AD FILE: /A _��- - J r i L -` otiI',r_111F AII_ II 1 n. IIL1F11 -- _-__ 1—__ _____ INF -ET 114 IT �!!Ji -FI 1111- 11fll l- III_iIF 11: ;T_ --- -_- --- _ - --_= IF IFI I - IIIII,I �1 .;ir �r ANTI ILLL Fr ':,IN 1H EB EB _ - .- T -----_- - - ---__— -- Fi I:i ifl 11:Ilul b,l ulr ItFIn IFI/,FI ,IIF][rJlu PIFI, FFri 1[II,IT Cn _ _ I � -- � r— IIFFo 1 F it 1 I =,o I I-orL_I� 1111OF': 1111': 1L.I',� ',rT �I111 „:fH -FL-111, 'vlFll fCll — — - =_- r > 1 -__._ � _ - KEY PLAN: 1 EXISTING NORTH ELEVATION EXISTING SOUTH ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ISSUE LOG O Z Z O W _; L Q N O � N 04.12.13 ISSUED TO BUILDING DEPT.FOR REVIEW I �I ------ ----- — 3 EXISTING EAST ELEVATION SCALE: 1/4" = 1'-0" _- �- -- Li PROJECT. _ PRIVATE RESIDENCE OLD SALT ROAD MATTITUCK, NY l DRAWING TITLE: 1 -I : - - _ _ EXISTING EXTERIOR ELEVATIONS SEAL:s DATE 03 07 2013 - - - -- - - - — =- -- - - - - - - - -- — — — — _ - - _ _ — _ - -- - - 000 --7 PROJECT NO \ - - - - T L DRAWING BY.� CHK BY: L Q SHEET NUMBER: 4 Nq2° 20° *EXISTING WEST ELEVATION EX - 2 . 00 � 006oFN�.�°� CAD FILE: SCALE: 1/4" = 1'-0" N/A - General Notes Scope of Work Existing residence to remain. All windows to be replaced. ZONING CODE BUILDING DEPARTMENT INFORMATION I . All work shall be performed in strict accordance with the rules K0V151on5 to the first floor as shown on plan. Exterior walls and regCode: Town of Southold Zoning ulatlonEs of the Southold Building Code and the New York to remain. Code Suffolk ffolk CCtuck,Southold State codes having,Jurisdiction over any portion of the work. ng County,NY Zoning District RR Tax# 1000-144-05-13 PRESCRIPTIVE OR ENGINEERED: PRESCRIPTIVE 2. The general contractor and all subcontractors shall visit the site Additional C O n St r U ct I O I�1� N Ote S SQUARE FOOTAGE ADDED: EXISTING PROPOSED and verify all d men51ons, and the existing conditions covering or FIRST FLOOR AREA: 750 SQ.FT. 1,424 SQ.FT. affecting the work prior to construction. Any discrepancies or I . All portions of the proposed structure shall comply with ZONING REQUIREMENTS AND ANALYSIS omissions which would Interfere with the satisfactory completion of the Building Code of the State of New York and the the work described herein shall be reported to the architect. Residential Code of the State of New York. Description Required Actual DESIGN LOADS: ROOF: DEAD:20psf;LIVE:20psf;SNOW:45psf Lot Size 20,000 SF 00,000 SF SECOND FLOOR NON SLEEPING AREA:DEAD:20;LIVE:40 3. Before starting work, the contractor shall make a thorough 2. All portions of the proposed structure are designed to examination of those portions of the structure in which the work 15 comply with local geographic and climactic criteria as Lot Width 75 FT 100 FT to be performed, checking all the adjoining or underlying locations. stated in the adjoining table. Lot Depth 120 FT 157 FT ATTICS :WITHOUT STORAGE:DEAD: l Opsf;LIVE: 10 psf - WITH STORAGE:DEAD: 10 psf;LIVE:20 psf Report to the architect any and all conditions which may Interfere Front Yard 35 FT 26.5 FT with or otherwise affect or prevent the proper execution and 3. All structural elements are designed to be adequate for STAIRS :DEAD: 10;LIVE:40 - GUARDRAILS&HANDRAILS:DEAD: 5 ;LIVE:200 completion of -the work. Do not start the work until such conditions a ground snow load of 45 psi, and wind speed of 120 mph. Rear Yard 35 FT have been examined and a course of action mutually agreed upon. 4. Footings shall be at a minimum of 3G" below finished Side Yard 15 FT 24.9 FT EXPOSURE CATEGORY: C 4. Failure to notify the architect or the owner of unsatisfactory grade. Minimum Livable Floor Area/Dwelling Unit 850 SF 3,882 SF SEISMIC DESIGN CATEGORY: B conditions will be construed as an acceptance of the conditions to Maximum Lot Coverage 25% -% WIND ZONE: 120mph;Zone III-WITHIN 1 MILE FROM COAST, MISSILE D TEST APPLICABLE properly perform the required work. 5. Poured concrete shall have a compressive strength of PROTECTIVE GLAZING PANELS: 1/2"PRECUT PLYWOOD PANELS FOR PROTECTION AGAINST WIND BORNE DEBRIS.APPROPRIATE Maximum Building Height 35 FT 20'-9° .•I lr F .I: „I n� �� � ,,F r L,,_� [IF 2500 psi at 28 days. g g 1 5. The execution of the work constitutes acceptance of the Maximum Number of Stories 2-1/2 2 ATTACHMENT HARDWARE SHALL BE INCLUDED.PANELS SHALL COVER ENTIRE GLAZED OPENING INCLUDING conditions. Latzer claims III 1 will not constitute relief from the G. 5111 plates shall be preservative treated wood and be ,Cilli „l IWl ., lIl_II ,I-11, 1 P. 1111 [F III „FE „111 h.II FILI,.I 11 'IL FP 1, [II IFIL mill i[I I 1 [ It:11-11'�I I1C /.F'" Ilnl II' requirements of the work, nor will extra compensation be paid by installed above the I GO oz copper termite shield. t• r�tt1, w,Flu[F r'I' nl AFI, I; �;1 nF F'F❑ I -Ir' I'1IF'I'[I 1 IPI', Ails IMIFF I I IF IFlo[l I I! f Fr'111'F F'L LUMBERSPECIES&GRADE: DOUGLAS FIR-LARCH SELECT STRUCTURAL GRADE Fb= 1450psi r[d[]F l-1 [ r I I I FY IF r , -I ,.I I I I F I F 11 IF w F;I 1 E u the owner. 7. 5hingle siding shall conform to A5TM D 3679 G. All work Is to conform with drawings and specifications of the requirements and be installed 1n accordance with the GEOGRAPHIC AND CLIMATIC DESIGN CRITERIA ENGINEERED LUMBER-LUL 1.9E Fb-2,600psi & 11 7/8"TJU560SERIES MAXIMUM VERTICAL SHEAR-2,050 lbs architect and engineer consultants. requirements of the Building Code of the State of New SHEATHING: FLOORS :(1)LAYER 3/4"CDX TONGUE&GROOVE SUB-FLOOR,GLUED&SCREWED KEY PLAN- York and manufacturers specifications. Ground Wind Seismic Subject To Damage From Winter Ice Shield Flood WALLS:(1)LAYER 5/8"CDX APA RATED,NAILED WITH 8D @4"O.C.@ EDGES,6"O.C.@ INTERIORS;IF PNEUMATIC GUN 7. The general contractor 15 to maintain a complete and up to date Snow Speed Design Weathering Frost Termite Decay Design Underlayment Hazard set of drawings on the job site at all times, Including contract 8. An Ice shield of self adhering polymer modified bitumen Load (mph) Category Line Temp. Required IS USED,NAILS SHALL BE.097-.099 NAIL 1-3/4",3"O.C. @EDGES,6"O.C.@INTERMEDIATES documents and specifications. sheet shall extend from the Cave's edge to a min. of 24" Depth g ROOF :(1)LAYER 3/4"CDX APA RATED,NAILED WITH 8D @ 4"O.C.@EDGES,6" O.C.@ 8. The contract documents and drawings are not to be lnslde the exterior wall perimeter. 45 psi 120 B Severe 36" Moderate Slight 11-83 Yes INTERIORS;IF PNEUMATIC GUNS ARE USED,NAILS SHALL BE.097-.099 NAIL 1-7/8",3"O.C.@ To Heavy To EDGES,6"O.C.@ INTERIORS scaled under any circumstances. Field approvals by the architect Moderate are required are required for final locations of exterior and interior Ener y C o n S e rva t I o n N Ote s partition walls, wall openings, electrical outlets and devices Including light Fixtures, mechanical devices and equipment, plumbing I . All building envelope components shall comply with fixtures, and decorative surfaces and materials. Chapter G of the Energy Conservation Code of the State 9. Furnish and supply all materials, labor, and equipment as required of New York. to perform and complete the work Indicated in the contract 2. All glazing shall have a max. U Factor of .40. documents and drawings. 10. It shall be the contractor's re5pon5ib111ty to ascertain all 3. Ceilings shall be provided with a min. R-38 fiberglass prevailing procedures including: storage and toilet facihtIC5, batt insulation. ISSUE LOG protection of existing work to remain, access to work area, hours _' -= --4. Exterior wall { of permitted work, availability of water and electric power, and all s shall be provided with min. R- 18 fiberglass - _- - - - - batt insulation. other conditions and restrictions, for this particular location. - _ --- - - -_ _- 5. Floors shall be provided with min. R- 1 9 fiberglass batt I I . The general contractor shall take every precaution to protect - lnsulatlon. - ® _ _--: __ ® -_= -- ______ -- -_ ._ _ _ - - --- - -- -_ -- - -- -- ---- 04.12.13 ISSUED TO BUILDING DEPT.FOR REVIEW the existingwork to remain. If work to remain becomes damaged -__ - g - _= = -_ - -= = - _ - _ _ _ -=_ ❑ - - - - - -- f operations, it will be repaired to the owner's during the course o o e t - -- --_ - -- - - - - 9 1' � p provided with min. R-9 G. Basement walls shall be - satisfaction al. no additional -- -- - - - -- - - -- - - -- - - --Polystyrene rigid m5dation. --__ - cost. - -- -_ -- - - - - - - - - -12. The general contractor shall obtain any and all permits required �, { { E�l for the erformance of the work„ and also file the necessaryProvide MSTA30 or equalIWI a„ z �� u ®� �a _ _ - - - p - _= O --- - --documents, with the Department of Buildings, m re aration for metal straps over r1@e to - _ - _ _ oC p 9 p p roof rafters - typ. @ I G" O.C. permitting. _- - - - _ -__