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HomeMy WebLinkAbout45046-Z OFFO4 ee Town of Southold 9/17/2020 Fee0 P.O.Box 1179 53095 Main Rd O0 �� r �ti Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41449 Date: 9/17/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 600 Little Peconic Bay Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.44-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/7/2006 pursuant to which Building Permit No. 45046 dated 7/30/2020 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 entry, deck arbor and second floor balcony to an existing one family dwellingas s applied for per ZBA#5932, dated 9/14/2006. I The certificate is issued to Cavanagh,Thomas&Frank,Dina of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 20-68825 9/8/2020 PLUMBERS CERTIFICATION DATED 9/14/2010 erf 'on Plumbi 0th ri z9qi- re Willi i o� TOWN OF SOUTHOLD ��� BUILDING DEPARTMENT a y� TOWN CLERK'S OFFICE �� • oma . 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#: 45046 Date: 7/30/2020 Permission is hereby granted to: Cavanagh, Thomas PO BOX 585 Cutchogue, NY 11935 To: ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER TRUSTEES APPROVAL # 6293.REPLACES EXPIRED B.P. # 37010 At premises located at: 600 Little Peconic Bay Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-14-13 Pursuant to application dated 7/30/2020 and approved by the Building Inspector. To expire on 1/29/2022. Fees: PERMIT RENEWAL $341.05 Total: $341.05 Building Inspector i o�gaFFo�,co TOWN OF SOUTHOLD �y 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#: 37010 Date: 2/24/2012 Permission is hereby granted to: THOMAS CAVANAGH & DINA FRANK P.O. BOX 585 CUTCHOGUE, NY 11935 i To: ADDITIONS &ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER TRUSTEES APPROVAL # 6293.REPLACES EXPIRED B.P. # 34489 At premises located at: 600 LITTLE PECONIC BAY ROAD, CUTCHOGUE SCTM # 473889 Sec/Block/Lot# 111.-14-13 Pursuant to application dated 3/10/2009 and approved by the Building Inspector. To expire on 8/24/2013. Fees: PERMIT RENEWAL $316.05 Total: $316.05 440 5®. 3�Ga05 Building Inspector FORM NO.-3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34489 Z i Date MARCH 10, 2009 Permission is hereby granted to: THOMAS CAVANAGH 110-50- 71ST ROAD APT 5-0 FOREST HILLS,NY 11375 for ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS i APPLIED FOR PER TRUSTEES APPROVAL # G293 . REPLACES EXPIRED BP # 31947 at premises located at G00 LITTLE PECONIC BAY RD CUTCHOGUE County Tax Map No. 473889 Section 111 Block 0014 Lot No. 013 ,,pursuant to application dated MARCH 10, 2009 and approved by the Building Inspector to expire on SEPTEMBER 10, 2010 . Fee $ G32 . 10 Authorized Signature COPY Rev. 5/8/02 I FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT �y -7 Hall Southold, N.Y. I BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33166 Z Date JUNE 25, 2007 Permission is hereby granted to: MARTIN & WF TRENT 4390 ORCHARD ST ORIENT,NY 11957 for CONSTRUCT AN IN-GROUND SWIMMING POOL AND FENCE AS APPLIED FOR. THIS PERMIT REPLACES BP # 19020 at premises located at 4390 ORCHARD ST ORIENT County Tax Map No. 473889 Section 027 Block 0003 Lot No. 007 . 006 pursuant to application dated JUNE 23 , 2007 and approved by the Building Inspector to expire on DECEMBER 25, 2008 . Fee $ 150 . 00 01 Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31947 Z Date APRIL 28 , 2006 Permission is hereby granted to: THOMAS CAVANAGH NEW YORK,NY 10024 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER TRUSTEES APPROVAL #6293 at premises located at 600 LITTLE PECONIC BAY RD CUTCHOGUE County Tax Map No. 473889 Section 111 Block 0014 Lot No. 013 pursuant to application dated APRIL 7, 2006 a approved by the Building Inspector to expire on OCTOBER 28,/2007 . Fee $ 632 . 10 Autho i ed Signat -r'� ORIGINAL Rev. 5/8/02 t I Ite Town Hall,53095 Main Road io Fax(631) 765-9502 P.O.Box 1179 ®� �yb� Telephone(631)765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION � I Date: Building Permit N6:-" �'1 Owner:_ 61t&Cz s-ae--y L--C�1-a (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1,% lead. (Plumbers Signature) Sworn to before me this �����, day of,_ 20 VA ' IC�C� Notary Public, Y LCounty tvn3:.31 CONSENT TO INSPECTION i the undersigned, do(es)hereby statei Owner(s)Name(s) j That the undersigned(is) (are)the owner(s)of the premises in the own of _ Southold, located at (000 LqN ILNYS which is shown and designat d on the Suffolk County Tax Map as District 1600, Section I Block L ,Lot 13 i That the undersigned(has) (have)filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: CorJ!EMuc-1 Acres-gA ow A fl�-�o S� w�Lu cv Adv - S Ohs S S P E�-1� J That the undersigned do(es)hereby give consent'to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws;ordmances, rulles'or regulations of the Town of Southold. Dated: //7/ (Signature �1IvP1T'�l� Prin ) (Si at'ure). , I (Piint�Name) ......................................................Certif...........icate.......... of Compliance DD ............................................... .. ... ........... ............ CERTIFIED ELECTRICAL INSPECTIONS, INC. SEP 1; 202 188 PARK AVENUE � � AMITYVILLE, NY 11701 EP I P: (631) 598-5610 ...................................................................................................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by Thomas Cavanagh Thomas Cavanagh 600 Little Peconic Bay Rd 600 Little Peconic Bay Rd Cutchogue, NY 11935 Cutchogue, NY 11935 Located at: 600 Little Peconic Bay Rd, Cutchogue, NY 11935 Application Number#: 20-68825 Certificate#: 20-68825 Electrical License#: Section: 111 ' Block: 14 Lot: 13 Building Permit#: 45046 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Renovation of Foyer/ Dining Room/ Kitchen /Master Bedroom/Bathroom A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 8th day of September 2020 Name QTY Duplex Receptacle- 15 Amp, 120V 24 AC Condenser- 20 Amp, 220V 1 Incand. Fixture - 15 Amp, 120V 45 Power Panel - 100 Amp, 240V 1 GFI Receptacle- 15 Amp, 120 V 5 Combo Smoke & Carbon Detector- 15 Amp, 120V 1 Cooking Deck Circuit-40 Amp, 220V 1 AC Blower- 15 Amp, 220V 1 Electrical Inspector: Anthony Giordano OCAL �fn P. __�APP::JVEDa ��'r'rrrronunnaP• r _ ' This certificate is not valid unless raised seal is present. > 5 Certificate of Compliance DD ............................................................... ........................... ...................................................................... ........ ......... SEP 1 4 2(c ) CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE P MITGD AMITYVILLE, NY 11701 TCV' 'C `�TJI ACED P: (631) 598-5610 ............................................................................................................................................................................................................. CERTIFIES THAT Upon the application of Upon premises owned by Thomas Cavanagh Thomas Cavanagh 600 Little Peconic Bay Rd 600 Little Peconic Bay Rd Cutchogue, NY 11935 Cutchogue, NY 11935 Located at: 600 Little Peconic Bay Rd, Cutchogue, NY 11935 Application Number#: 20-68825 Certificate#: 20-68825 Electrical License#: Section: 111 Block: 14 Lot: 13 Building Permit#: 45046 Name QTY ARC-Fault- 20 Amp, 120V 1 Dimmer- 15 Amp, 120V 12 Dishwasher Circuit- 20 Amp, 120V 1 Dryer Circuit- 30 Amp, 220V 1 Exhaust Hood - 15 Amp, 120V 1 GFI Circuit Breaker- 20 Amp, 120V 2 Switch - 15 Amp, 120V 5 Electrical Inspector: Anthony Giordano lit lit � c.... ' .e ..SAtA J APPnDVED This certificate is not valid unless raised seal is present. rif so 3 17 7 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION IST ROUGH PLBG. FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION P REMARKS: DATE INSPECTOR f4f s 0 7 co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION I ST [ ] ROUGH PLBG. ,KFOUNDATION 2ND [ INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION REMARKS: - u ky DATE - INSPECTOR rjf so z, coum, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION KFOUNDATION IST ROUGH PLBG. FOUNDATIOM 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION REMARKS: DATE -INSPECTOR s a ia_ A-E TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI N I FOUNDATION I ST ROUGH PLI3G. I FO.UNDATION 2ND INSULATION P��FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTMIT CONSTRUCTION FIRE RESISTMIT PENETRATION REMARKS: Ao_�x DATE - INSPECTOR _Z/ lotq so eou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION IST [ I ROUGH PL13G. FOUNDATION 2ND KINSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETFATION REMARKS: DATE -3,7- 07 —INSPECTOR i a0F So TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUG'H;' PL13G. [ ] FOUNDATION 2ND [&,,]INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PE RATION REMARKS: DATE INSPECTOR I pF SOUT�oI � o �ycOUNT`r,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: A1601- CT7 , e DATE fog INSPECTOR OF SO//lyO _ CCC # # TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O R ARKS: 1 `L V - SAO•'_' DAVE INSPECTOR 11/12/06 `„� �.✓"�� Ofd ,;..�' rf e 6 2G Thomas Cavanagh A.I.A. 219 West 81't Street Apt lOH New York New York 10024 (212) 877-9794 Town o Southold Building Department cell (917) 747-1875 Town l/ 53095 Route25 Main Road P.O. 1179 Southold, New York 11971-0959 By mail (3 originals) By fax (631) 765-9502 (1 copy) Re: Cavanagh/Frank Residence House Renovation and Addition 600 Little Peconic Bay Road Nassau Point, Cutchogue New York 11935 SCTM#111-14-13 Building Permit#31947 Dear Sirs Please accept this letter as a record of self-certification of the hurricane clips,joist hangers, wall stud tie anchors and sill plate anchors for the above referenced project. The project conditions were inspected on October 7t' October 14th and October 28th i The construction in place is consistent and in conformance with the building plans, specifications and other calculations submitted with the plan application. The construction meets the requirements of the Wood Frame Construction Manual 1995 SBC High Wind Edition. By signing and stamping this page, I attest that to the best of my knowledge, belief and professional judgment, the construction as referenced above is in full compliance with Code Thank you for your consideration and your ongoing efforts in the review of my project Sincerely, ( FRpi•cis o9� Thomas Cavanagh A.I.A. Architect ° ^� %q ?0771 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) ----------------------------------- U14 , r U FOUNDATION(2ND) _ ^ O a r z ROUGH FRAMING& d C PLUMBING � n W6 A r INSULATION PER N.Y. �3 STATE ENERGY CODE FINAL ADDITIONAL COMMENTS � o oeZ rn. � b C) z x x d b �3 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans ES TEL: (631) 765-1502 Planning Board approval /1//9- FAX: (631) 765=9502 Survey �S www. northfor net/Southold/ PERMIT NO. Check ' Septic Form - AIR N.Y.S.D.E.C. fo j= n — y Trustees �S Examined ,20 Jf r'�,,_=fir.._. ? i ! ' Contact: Approved' ,20 Mail to �Ap� Com`/ �Prla 1� Disapproved a/c r' R 2Vq\AJEST2 k6 CL�— r Phone: 'D - C Vd Expiration' o ,20. ---.I.�;3' =mol E%„J��(�1/1 .' . •„ . , , , , • . ' � 212 8`l `� uildirg I actor GF�� 1,�� ,�� _ I �--LD APPLICATION FOR BUILDING PERMIT Date 0171 200ZO ` INSTRUCTIONS a. This application MUST,be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan'to scale. Fee according to schedule. b. Plot plan'showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,'-and waterways: c. The work covered by.this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Irispector,will issue a Building Permit to the applicant. Such a permit shall be;kept.ori the"fem'ises,availab le for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues,a Certificate of Occupancy- f. Every building permit shall expire,'if the work authorized has not commenced within 12 months after the date of s ri issuance or haot Been completed within 18'months from such date. If no zoning amendments or other regulations affecting the property have been,enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.1 Thereafter,a new permit shall be required. APPLICATION IS'HEREBY MADE to•th`e Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town'of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. i (Signature of applica o ame,if a corporation) 21G Wt-r--T'291 ST S- .cE^ -1�1- Ne w a l� , N'a w /oq;N 1 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises I}}o m PA,S ( -^y~P 4,�t-A (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer \(Name and title of corporate officer) r” � H\I'S Builders License NO. Tj 3 N-:::) . Plumbers License No. Electricians License No. Other Trade's License No. j� `��'?,,, o��,,,, .t 1. Location of land on Lwhich propr�osed work will be done: � _ zo o . E-- ` C bv 1 C� 1 D��7 G1�-OG U C I")'t1•J DPT ` ct 36 House Number Street H mlet +13lbcib9 County Tax Map No. 1000 Section 1 Block Lot 3 Subdivision —' Filed Map No. Lot — f (Name) 2. State existing use and occupancy of premises and intended use and occu ancy of proposed construction: a. Existing use and occupancy b. Intended use andoccupancy, ES q E t— lv C ��( 'R�D L f�LS \�\ C 3vT"l Ps L t_,o o h:6\ A P 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost '41001000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 1\l Pr 7. Dimensions of existing s,ructures, if any: Front - Rear Depth 41 -d Height 19 ~C� ` Number of Stories 1 l Z i Dimensions of same structure with alterations or additions: Front 5F -D Rear 5_0-O Depth L�9 D 1 r Height 2 -'0 Number of Stories 2 8. Dimensions of entire new construction: Front N '—Rear Depth -- Height Number of Stories 9. Size of lot: Front `C `.' 2 Rear � ' Depth 10. Date of Purchase Name of Former Owner �sT,A O F GAM u>=I- cr-,s©,\J 11. Zone or use district in which premises are situated `+D 12. Doesan osero d construction violate zoning law, ordinance or regulation? YES NO P P I Y g 13. Will lot be re-graded? YESNO Will excess fill be removed from premises?.YES :'NO� �� 14.Names of Owner of premises Address' NT� i Dr�2 y Fh Name of Architect Address.'ShmE AG'Ai�ovC-?hone No t Name of Contractor Address Phone Na. ' 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES � NQ * IF YES, SOUTHOLD TOWN TRUSTEES &'D.E.C. PERMITS MAYBE REQUIRED. Q b. Is this property within 300 feet of a tidal wetland? * YES NOrev * IF YES, D.E.C. PERMITS MAYBE REQUIRED. p 1=C,_' L� �16>Li�;'u tS',P ►c'�1DJJ 71 Tlll� d 16. Provide survey,to scale,with accurate foundation plan and distances to li operty lines. �CGOrJIL SV `/Oris P., C_ SV 9"i1'E�( . 17. If elevation at any point on property is at 10 feet or below, must provide topographical data,on survey:'� " STATE OF NEW YORK) 1 SS: COUNTY OF�� being,duly sworn, deposes and says that(s)he is the'applican't, (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate'Offic'e ,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. Sworn to be ore me this day of1 20 D &J16 Nar Public Signature of icant „ 4,�pF Nfry`o ALI NA C.�FRINCLILESCLI 't NOTARY PUBLIC,STATE OF NEW YORK ° QUALIFIED IN QUEENS COUNTY REG #01 FR6130987 rxray° MY COMM EXP 07/25/2009 04 or V111711111�Mlj _ board Of=:= South®Id Town Trus_•tees r _ NEW YORK:= _ a« = PERMIT NO. DATE: _ Feb. =1. .....200 f{ _ ISSUED TO =THOMAS" CAVANAGH........_..... :.... ..................................:...._ zat t ii it, -_ = Pursuant=to=:the=provisions of Chapter 615 of the Laws of = - - 4-and Chapter 404 of the Laws' of the I b•� the:State of_New York; 1893, p x State of- New `York`=1952; and the Southold Town Ordinance en- = _ titled -"REGULATING_AND.THE,PLACING OF OBSTRKDONS ' TOWN IN AND -ON :WATERS AND PUBLIC LANDS -and' the - REMOVAL OF SAND;= GRAVELOR OTHER-MATERIALS.-E OM -. LANDS UNDER, TOWN�WATERS;".-and in accordance :vrifk'the ', =. ; :► , Resolution of The Board adopted at a meeting held on Feb15,.:__ •'• 2006 _ 0 = .........., and in-consideration- of,,the sum'of• �............._..�OQ.... pa d by - W - Thomas Cavanagh = t _............... ..._............_......... .. .... ' ... Cutcho ue -- :- of .......::::......................�......:::..................:.......-................. N. Y. and. subject, to the _Terms -and ` -Conditions listed -on the; reverse side hereof, of Southold,Town*,Trustees authorizes and permits-the-following: =- Wetland Permit to construct alterations and additions to the k ` 1 existing single family dwelling and etentions to the existing porch and- deck with the condition of haybales-during constructi gutters' and-drywwells hto contain roof/�ug���f and all as depicted on tb�llnaacgra ordanC6yWITI1�Tne"de aa1 g}W(p htica?t'bns es presented in. the-originating application..- y IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and thesepresents to ? 66,subscribed by a majority of the said Board .as of this date. x ek :F�•s .ti i TERMS and CONDITIONS Peru�ittec Thomas Cavanagh tfslditrg at 600 Little Peconic BayRd Cut__cbng„a -•�• -- N. Y., its _ part•of the coasidcration for the,issu&nce of`the, Pexmit,dots vadetstaad and pr4cn to the fol- i. That,the-said Board of Trustees and the Town of Southold ate tel i -froau any and all damagcs; or dainss fdamages,mages, of suits arWrng.drrodly or *xUrodiy as a re,sult of any oper• - ndoa• performed pursuant:'0;t it.,peowk VA;the$aid ttce: ibis or. :osva a cense, Mend-nny and all such Suits- itiatcd by third 4pattics, and the said Victnutteesssuvsa fall liabtllty p d, - � uplctc czdusioa of the Board of Tcuto�es of the Town of Southold . •That this Verink Is valid for of 24 =-- pm which is o* ideibd to be the esd&ated time•required to complete the work involved,but-should cirdttii�tances giant, ra�a+at for an' a r&osion'may be made to the Doard ata 61 t duces 3. That this Permit should be retained indefinitely; of as long as the s ' Permittee wishes to-maintain -the' structure or, project involved, to provide evidence to anyone concerned;that with- pdr4don, was originally obtained., , • 4.- That the wodc involved will be subject to the_InsPectIOU and appfoval of the Board cc ks a<gcnts, and non-compliance with the provisions of the odg'raaft application, any be curse for tevocation of this Permit by resolution,of the said Board. 5.. That chert will be•no:•unrcasoaable interference with navigating as a, i of the wodc hetero arithotized. G. That rheic shall be no interference,with the right of the public to pus and repass thong the beach between#dgh and low water marks. 7. That'if future operations of the Town of Southold regaire tha removal aticl�ar alterwdons in the Location•of die work•herein audwdzed, or U, in the optaion of-the Board of Trustee; &e. wodc•shall cause unreasonable obstruction to free navigation, the, tall Pe=Wce will be requitA upon due nods„ to t'emove or alter this work or project herein stated without to to the Toren` ` • Of iia. $. That the said Board will be notified by the Permittee of the Completion.of the orotic tnith- . oozed. 9. That the •Permittee will obtain all other permits and consents-d'Zt troy be regalt'ed sap- elemental to this permit which may-be :abject to revoke npoa•failure to, same. • - moi. • h James F. King,President ��0� SUUTyQTown Hall Jill M. Doherty,Vice-President op 53095 Route 25 P.O.Box 1179 Peggy A. Dickerson l Southold,New York 11971-0959 Dave Bergen O@ Telephone(631) 765-1892 Bob Ghosio,Jr. Q a UNTY, Fax(631)765-6641 �� BOARD OF TOWN TRUSTEES I TOWN OF SOUTHOLD i I CERTIFICATE OF COMPLIANCE #0268C Date: October 4, 2007 THIS CERTIFIES that the replace existing bulkhead, dock and steps, maintenance dredge, new float, 10' non-turf buffer along,bulkhead, and new low sill bulkhead at bluff planted with Spartina Alterniflora At 600 Peconic Bay Road, Cutchogue,New York Suffolk County Tax Map # 111-14-13 ! I Conforms to the application for a Trustees Permit heretofore filed in this office Dated 02/04/04 pursuant to which Trustees Permit# 5875 Dated 02/25/04. Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the replace existing bulkhead, dock and steps,maintenance dredge,new float, 10' non-turf buffer along bulkhead, and new low sill bulkhead'at bluff planted with Spartina Alterniflora. The certificate is issued to THOMAS CAVANAGH owner of the aforesaid property. "' ` Authorized Signature _New'-York-State Department of-Environmental Consery ation - .. _:D'ivis_ion-of Environmental'Perrimits -- -Rm12t;,Building_40-SUNY., _ ..Stony`Biook New.York 11790-2356 _Telephone (631) 444-0365 _Facsimile (631) 44.4=0360__ _- Erin.Crotty Commissioner„ LETTER OF_NON-JURISDICTION" ' -_ October 4,.2004 - = 1 ft. Thomas Cavanagh --219 West 8:15`St. Apt l OH =New_York,NY 10024 Ca vanagli,properiy: - = 600 Little Peconic Bay_Road'Cutcliogue;_NY = SCTIVI# 1000-111-14-13 _ DEC#1 738-03325/00004-.-,-- Dear N lr:Cavanagh; Based on'the information you have submitted, the New York State Deparhnent of_Environmental Conservation has determined that: = The property landward of the bulkhead greater than.100'in length, constructed prior to 8/20/77 as shown on Aerographics exposure#U70-1975 dated 4/6/76 ,is beyond the jurisdiction of Article 25'(Tidal Wetlands). Therefore,in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661)no permit is required under the Tidal Wetlands Act-. Please be advised,however,that no construction, sedimentation, or disturbance of any kind may take,place seaward of the tidal wetlands jurisdictional boundary, as indicated = above,without a permit.. It is your responsibility to ensure that all necessary precautions_are taken to prevent any sedimentation or-other alteration or disturbance to the ground surface or vegetation within Nidal Wetlands- jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15'to?0'wid ns ction area) Or'erecting a temporary fence,barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the respo sibility o btaining any nec ssary permits or approvals from other-agencies. } - ery trul urs, Jo Wielan Permit Administrator ' I APPEALS BOARD MEMBERS �0f$(1(/ry _,,Mailing Address' Ruth D. Oliva,Chairwoman �0� QUO Southold Town Hall 53095 Main Road-P.O.Box 1179 Gerard P.Goehringert Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Michael A.Simon '%�' Aa�� Town Annex/First Floor,North Fork Bank ' Leslie Kanes Weisman QI�Cou 54375 Main Road(at Youngs Avenue) - Southold,NY 119711 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 14, 2006 ZB File No. 5932 -THOMAS CAVANAGH Property Location: 600 Little Peconic Bay Road, Cutchogue CTM 111-14-13 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. PROPERTY FACTS/DESCRIPTION: The applicant's property contains 29,643 square feet i area with 94.52 feet along Little Peconic Bay Road in Cutchogue. The property is improved with a 1-1/2 story, single-family dwelling with accessory garage and accessory shed, shown on the February 15, 2006 survey prepared by Peconic Surveyors, P.C. BASIS OF APPLICATION: Zoning Code Section 280-116 (formerly 100-239.4), based -on the Building Inspector's May 1, 2006 Notice of Disapproval concerning a proposed deck addition to the dwelling which will be less than the minimum 75 feet from the existing wood bulkhead. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on August 31, 2006, at�which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant is requesting a variance for a proposed deck at 62 feet measured from the bulkhead in the most southeasterly yard, as shown on the February 15, 2006 site survey, amended April 25, 2006'by Peconic Surveyors, P.C. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant's property is 233.95 feet in depth measured from the street to the bulkhead along Wunneweta Pond. An open, unroofed deck Is proposed at the rear of the dwelling, of which only a 13 feet section is nonconforming, resultirig in a 62 ft. setback instead of the code-required 75 feet minimum to the bulkhead. The bulkhead runs in ' I i Page 2—September 14,2006 i-B File No.5932—Thomas Cavanagh CTM No.111-14-13 ' _ I an east-west direction for 97.33 feet, however the 44.85 ft. tie line section runs north-south along a stone wall and steps adjacent to the pond. I 2. The benefit sought by the applicant cannot be achieved by some ,method, feasible' for the applicant to pursue, other than an area variance. 3. The variance granted herein is substantial. Although the reduction is substantial for 13 feet, the portion requested in this variance amounts to approximately 50 square feet of structural area, which is minor in nature. 4. The difficulty has been self-created, having knowledge of the site elements and designed construction. 1 _ 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a deck addition, 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 Weisman, seconded by Chairwoman Oliva, and duly carried, to GRANT the variance as applied for, shown on the February 15, 2006 site survey, amended April 25, 2006 by Peconic Surveyors, P.C., subject to the condition that the deck shall be 'open to the sky.' Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, 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 Oliva (Chairwoman), Goehringer and Weisman. (Absent were: Member Dinizio and Member Simon) his solution was duly adopted (3-0). Ruth D. Oliva 10/.245 /06 Approved for Filing ' i N STREET ADDRESS. 600 LITTLE PECONIC BAY ROAD LOT NUMBERS REFER TO "MAP OF NASSAU POINT,- SURVEY OF PROPERTY AMMENDED MAP A" FILED IN THE SUFFOLK COUNTY AT NA SSA U POINT CLERK'S OFFICE ON AUGUST 16, 1922 AS MAP NO. 156. TORW OF SO U THOLD SUFFOLK COUNTY, N. Y. LITTLE -111PECONIC BAY ROAD 1000 14--13 . SCALE: 1'-30' APRON FEBRUARY 15, 2006 S88'02'5 94.5 0"E J Apr/ 25, 24OG(Pcvisiony) 2' EY. 2a r EL 2a 2' UNDEFINED CURVE '~^ AR Z O 18.8' a4R b Tv Uw 00 POLE t • µELL N GRA Va &Da 24.5' C7 ET- 211' KODo Z SIE'PS Lur 2 IN o n /f PROPOSED G�N l O WALL ta r C �1IlQN EL 16.1' J EL 14.9' a4'W 7C 49.) 26.5' Z LINE or (�ST1NG) � CCNCREIP p (TD aE RE7 HOUSE) sAr • NE 0r ,prop 2nd•� NEW ADD1AONs&, Qol.�! /� iZ S7ORY FRAME HOUSE- F.F. EL 16.4' FE _x ADMON EL 124' 1� ctDFEn r _as'w T,o0i y PARCEL" aE WALL, S a" a5v f f} P/0 LOT 243 P/0 LOT 242 BULKHEAD 0.3,E a AG (el 1*4 EL a r Z I Ip a _ .__ n JUN 2 3 2006 97.83' S7 007 57 W " FLOA D POCEL RSL 2 E WALLS fLoop ZONE-s F2oM "IRM 1ONG BU J � ,,,,D sroN g gl g'6r ww BULKHEAD 3&103 c 5o2 G 5�4�98 znLr I S76'Sf io D I. �NE%r� A pol AREA 29,643 SO. MEr op WUNNEE'�' TO TIE LINES ' ELEVA TIONS REFERENCED. TO N.G. V.D. g� ANY AL TERA71ON OR ADD177ON TO THIS SURVEY IS A VIOLA 71ON / � � N• •S Ll 1 OF SEC710N 72090E THE NEW YORK STATE EDUCATION LAW. ECONIC S ' VEYORS, a EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS ■=MONUMENT (631) 755-5020 FAX HEREON ARE VAUD FAR 7HIS MAP AND COPIES THEREOF ONLY IF P.O. f10X 909 SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR •=PIPE 123•- TRA VELER STREET �+ WHOSE SIGNA7URE APPEARS HEREON. A•=STAKE S THOLD, N. Y. 11971 DV-114 Thomas F. Cavanagh AIA Architect 219 W. 81 St. New York, NY 10024 212 877-9794 NP- AITioN L+NV or- GB[? }f VCF---- - ' `/l, `JIX2_) TtvY�� ' �►� �'0 2 5t4R. 114 fULKN17 A2,ITION � OvEiz.�ri� AYE New t� I Coe or- New _w1^- owl. o50-:1- TV ll� 10 2N9 M, tu*-f<-Af-�: ti -T NA SNO©Ep ARE( Of �vuti-re�r� - DEG l< (pfpri0\/ f 74� it -4ovsF— w Qf o Cavanagh / Frank Residence House Renovation &Addition j 600 Little Peconic Bay Road Nassau Point, Cutchogue, New York 11935 F�i' JUN 2 3 OFF AVIPFALJI U 5E p P�2 1 = I � pF SOUry® Town Hall,53095 Main Road Fax(6131)765-9502 P.O.Box 1179 G ® Q Telephone(631)765-1802 Southold,New York 11971-0959 �® a �yc®UNTV,� i BUILDING DEPARTMENT TOWN OF SOUTHOLD IST NOTICE June 4th, 2008 Thomas Cavanagh 219.West 81" Street Apt. 10-H New York, N.Y. 10024 RE: 600 Peconic Bay Rd. (Additions/Alterations) I SCTM # 111.-14-13 Dear Mr. Cavanagh, Please be advised that your Building Permit # 31947 issued June 28th, 2006 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $632.10; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. I ®xpF SO(/r�ol / Town Hall Annex Telephone(631)765-1802 54375 Main RoadFax(631)765-9502 P.O. Box 1179 Southold,New York 11971-0959 yCOUN N� BUILDING DEPARTMENT TOWN OF SOUTHOLD 2nd NOTICE September 22nd, 2008 a Thomas Cavanagh 219 West 81St St. Apt. 10-H New York, N.Y. 10024 RE; 600 Peconic Bay Blvd. (Addition/Alterations) SCTM # 111.-14-13 Dear Mr. Cavanagh, j Please be advised that your Building Permit # 31947 issued June 28th, 2006 has 1 expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $632.10; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802, i Respectfully, SOUTHOLD TOWN BUILDING DEPT. o�*OF SOUj�®l Town Hall Annex ~ O Telephone(631)765-1802 54375 Main Road 4 Fax(631)765-9502 P.O.Box 1179 Southold,New York 11971-0959 COU BUILDING DEPARTMENT TOWN OF SOUTHOLD December 29th, 2008 FINAL NOTICE Thomas Cavanagh 219 West 81St Street Apt. 10-H New York, N.Y. 10024 RE' 600 Peconic Bay Blvd. (Addition/Alteration) SCTM: #111.-14-13 Dear Mr. Cavanagh, Please be advised that your Building Permit#31947 issued June 28th, 2006 has expired, According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to the use of the structure. To renew your Building Permit, please submit a fee of$632.10; at time we can schedule an inspection by one of our Building Inspector's If you have any questions, please call us at 765-1802. Respectfully, 1 SOUTHOLD TOWN BUILDING DEPT cc: code enforcement cc: legal department i pF SO�ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(61 1)765-9502 P.O.Box 1179 Southold,New York 11971-0959 yOWN,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD Thomas Cavanagh Dina Frank 110-50 715' Road Apt 5-0 Forest Hills, N.Y. 11375-4969 February 24th, 2009 Re: 600 Little Peconic Bay Rd. SCTM# 1000-111. -14-13 Violation To Whom This May Concern: Your building permit #31947, for construction of a ADDITION/ALTERATION, hos been referred to me because you have not responded to requests to obtain your certificate of occupancy as required by Southold Town code. Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector. " Therefore, you have ten days from the receipt of this letter to contact me at (631) 765-1802, between the hours of 8:00 a.m. and 4:00 Am., or legal action will be taken ogainst espectfully Yours, Ra is, outhold Bui ding Department I 3/5/09 i Thomas Cavanagh A I A 110-5071't Road Apt 501 Forest Hills,New York,111375 (347) 233-3708 Town of Southold Building Department email tavanagh@nyc rr com Town Hall Annex I 54375 Main Road P.0 Box 1179 Southold, New York 11971-0959 Re: Cavanagh/Frank Residence 2 House Renovation and Addition D L� C f1�7 600 Little Peconic Bay Road V Nassau Point, CutchogueMAR New York 1193 5 1 0 ' ?g SCTM#111-14-13 Permit 31947 r0WN0F r�Nr Attn Mr Damon Rallis +I J+oto Dear Mr. Rallis, Pursuant to our phone conversation today, enclosed please find a check for $632 10�to renew my building permit. The remaining work is interior trim that I am completing myself I would like at your earliest convenience to schedule a final inspection for the above referenced project Thank you for your consideration and your efforts in the review of my application. Should you require additional information or clarification, I can be reached at the above address,and phone number. Sincerely; ' I Thomas Cavanagh A.I.A. Owner/Applicant/Architect I S�FF^ Southold Town Building Department 54375 Main Road Permit#: 34489 C z Southold,New York 11971 Permit Date: 3/10/2009 o (631)765-1802 Expiration Date: 9/10/2010 Parcel W: 111.-14-13 BUILDING PERMIT RENEWAL LETTER Dated: 7/15/2011 Applicant: THOMAS CAVANAGH&DINA FRANK j Location: 600 LITTLE PECONIC BAY RD Work Description: ADDITION/ALTERATION ADDITIONS &ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER TRUSTEES APPROVAL#6293. A FEE OF $316.05 IS REQUIRED TO RENEW THIS BUILDING PERMIT j I I Owner: THOMAS CAVANAGH&DINA FRANK Address: P.O. BOX 585 CUTCHOGUE,N.Y. 11935 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. 1 No work is permitted or authorized beyond the expiration date. �w )D THANK YOU, SOUTHOLD TOWN BUILDING DEPT. ' I �0$UFFO(,tc0, Southold Town Building Department 54375 Main Road Permit#: 34459 3 Southold,New Fork 11971 Permit Date: 3/10/2009 rh (631)765-1502 Cpl �a Expiration Date: 19/10/2010 .- Parcel.II): 111.-14-13 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE � Dated: 10/24/2011 i Applicant: THOMAS CAVANAGH & DINA FRANK Location: 600 LITTLE PECONIC BAY RD Work Description: ADDITION/ALTERATION ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER TRUSTEES APPROVAL ## 6293. { i A FEE OF $316.05 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: THOMAS CAVANAGH & DINA FRANK Address: P.O. BOX 585 i CUTCHOGUE, N.Y. 11935 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date., ' I _ I 7010 1060 0001 1566 8305 f THANK YOU, SOUTHOLD TOWN BUILDING DEPT. i F04 Southold Town Building Department soFc' P.O.Box 1179 oGy Permit#: 34489 .,� 54375 Main Road Southold,New York 11971 Permit Date: 3/10/2009 ®'dgya� dao` (631)765-1802 Expiration Date: 9/10/2010 Parcel ID: 111.-14-13 Dated: 2/16/2012 Applicant: THOMAS CAVANAGH&DINA FRANK Location: 600 LITTLE PECONIC BAY ROAD, CUTCHOGUE Work Description: ADDITION/ALTERATION ADDITIONS &ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER TRUSTEES APPROVAL#6293. Owner: THOMAS CAVANAGH&DINA FRANK Address: P.O. BOX 585 CUTCHOGUE,NY 11935 Your BUILDING PERMIT #34489 has been referred to me because you have not responded to requests to obtain your Certificate of Occupancy as required by Southold Town code. Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector." Therefore, you have ten days from the receipt fo this letter to submit a check made out to the Town of Southold in the amount of$316.05 to renew the building permit, or legal action will be taken against you. Should you have any questions, call the building department between the hours of 8:00 a.m. and 4:00 p.m. i Respectfully Yours, r Michael Verity: Chief Building Inspector Southold Building Department i cc: Damon Rallis Zoning Inspector Southold Town Building Department �pS�FFQt' t®G� P.O.Box 1179 Permit#: 37010 54375 Main Road n, Southold,New York 11971 Permit Date: 2/24/2012 (631)765-1802 Expiration Date: '8/24/2013 Parcel ID: Ill.-14-13 i BUILDING PERMIT RENEWAL LETTER Dated: 5/8/2014 Applicant: THOMAS CAVANAGH&DINA FRANK Location: 600 LITTLE PECONIC BAY ROAD, CUTCHOGUE Work Description: ADDITION/ALTERATION ADDITIONS &ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER TRUSTEES APPROVAL#6293.REPLACES EXPIRED B.P. #34489 A FEE OF $366.05 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: THOMAS CAVANAGH&DINA FRANK Address: P.O. BOX 585 CUTCHOGUE,NY 11935 The permit listed above has expired. No work is permitted or authorized beyond the expirat Ion date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 l THANK YOU, SOUTHOLD TOWN BUILDING DEPT. RE(�;2OVp- DD Thomas Cavanagh J U L 2 9 2020 P.O. Box 585 Cutchogue NY 11935 'RininTNG DEQ, tcavanaeh@nvc.rr.com TO '? 'HOLD cell (917)280-3465 July 23,2020 Southold Town Building Department P.O.Box 1179 54375 Main Road Southold,New York 11971 Re: Building Permit Renewal permit#37010 Applicant Thomas Cavanagh & Dina Frank Location 600 Little Peconic Bay Road,Cutchogue Parcel lD 111.44-13 Work Description Addition/Alteration Additions&Alterations to an existing single family dwelling as applied for per Trustees Approval#6293. Replaces expired B.P.#34489 The above referenced permit has expired.As per our phone conversation today,) have encloised a check in the amount of$341.05 to renew the permit. Previously I had requested a final inspection. We failed that inspection as doors and frames were not installed,trim was missing and the drywall was not painted.Since our last inspection the misc. interior cosmetic finish work has been completed and I would like to request a final inspection as soon as possible based on your schedule. My email address and cell phone number are included in the address above if you have any questions or require additional information. Thank you for your consideration and assistance. Sincerely, Thomas Cavanagh i A UG 1 7 20201 Thomas Cavanagh BU11 DRjC P.O. Box 585 Cutchogue NY 11935 tcavanaeh@nvc.rr.com j cell (917) 280-3465 August 12, 2020 Southold Town Building Department P.O.Box 1179 54375 Main Road I Southold,New York 11971 Re: Building Permit#45046 Applicant Thomas Cavanagh & Dina Frank Location 600 Little Peconic Bay Road,Cutchogue j Parcel ID 111.-14-13 Work Description Addition/Alteration Additions&Alterations to an existing single family dwelling as applied for per Trustees Approval#6293. Replaces expired B.P.#37010 Attached please find 3 signed and sealed copies of amended drawings that reflect the ZBAvariance approval#5932.This submittal is as requested after my Final Inspection on 8/11/20. A copylof the card from that inspection is attached as reference. My email address and cell phone number are included in the address above if you have any questions or require additional information. Thank you for your consideration and assistance. Sincerely, i Thomas Cavanagh AIA Applicant/Property Owner/Architect of Record �+ 020771 d�k7 Or i � D Thomas Cavanagh [, LS` P.O. Box 585 Cutchogue NY 11935 SEP 1 1 2020 tcavanagh@nvc.rr.com cell (917) 280-3465 WLTV 'tc-,DuT. September 8, 2020 Southold Town Building Department P.O.Box 1179 54375 Main Road Southold,New York 11971 Re: Building Permit#45046 Applicant Thomas Cavanagh & Dina Frank Location 600 Little Peconic Bay Road,Cutchogue Parcel ID 111.-14-13 Work Description Addition/Alteration Additions&Alterations to an existing single family dwelling as applied for ler Trustees Approval#6293. Replaces expired B.P.#37010 Attached please find 3 copies of the final electrical certification from Certified Electrical Inspections Inc.This submittal is as required after my Final Inspection on 8/11/20.A copy of the card from�that inspection is attached as reference.My understanding is that this is the only outstanding item before a certificate of occupancy can be issued under building permit#45046 referenced above. My email address and cell phone number are included in the address above if you have any questions or require additional information. Thank you for your consideration and assistance. Sincerely, Thomas Cavanagh AIA Applicant/Property Owner/Architect of Record Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RES checkSoftware Version 3.5 Release le Data filename C•\Program Files\Check\REScheck\cutchogue.rck PROJECT TITLE: Cavanagh/Frank Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE.Detached 1 or 2 Family HEATING TYPE-Non-Electric DATE: 04/04/06 DATE OF PLANS: 3/14/06 PROJECT DESCRIPTION: Cavanagh/Frank Residence House Renovation&Addition 600 Little Peconic Bay Road Nassau P.oint,Cutchogue I ew'York,'1193 5,; DESI,GNER/CONTRACTOR. Th pias F.{ggvanagh,k j A I, Architect 21,9-West 81st Street Apt 10H ; New York,New York 10024 (212)877-9794 ('4i,11" lllkIli PRQJECTINOTES, leulatiq{is based on new additions �'(-�,1,`1 I''.'Jl � ?;'•I i , I' I. 'I i,t,f I t. 14I1 Hl_, ,'3'lfd`, VI'[ 1. , n COMPLIANCE:Passes Maximum UA=,443 Your Home UA=339 235%Better Than Code(UA) Gross Glazing !^ Area or Cavity Cont or Door Perimeter R-Value R-Value U-Factor UA Ceiling,1::,Flat Ceiling or Scissor Truss 1095 38.0 0.0 33 Ceiling 2: Cathedral Ceiling(no attic) 134 38.0 00 4 Walll 1: Wood Frame, 16', o ic. 2805 19.0 0.0 147 W}ndow.l:Vinyl Frame-Double Pane with Low-E 280 0.360 101 DooQ: Glass 34 0.360 12 Ijoor 2: Solidi II ,I I 38 0.200 8 Floor,}l, A11-W9odj'o st/Truss:Over Unconditioned Space 720 19.0 00 34 Furnace I.,Forced Hot Air, 80 AFUE Air Conditioner 1:Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designer /4�2"R--6 ��}'h/raj}] tAJq�,�1� �rpl\CIS .�J CSG O20771 Op I I I I I r I II .I ri r. ut, r�l'4 l'Irll! illi. 1 ill' .rrl l r I 1W 10, 1 ..,.I a•I:irhl I ,I I.., jk,l rlli� Wd I I I �I i REScheck Inspection Checklist New York State Energy Conservation Construction Code RES checkSoftware Version 3.5 Release le f I DATE-04/04/06 PROJECT TITLE: Cavanagh/Frank Residence Bldg I Dept. Use I I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: [ ] I 2. Ceiling 2: Cathedral Ceiling(no attic),R-38 0 cavity insulation Comments. I Above-Grade Walls: [ ] I 1. Wall 1. Wood Frame, 16" o.c.,R-19.0 cavity insulation Comments: Windows? l „Window 1': Vinyl Frame Double Panewith Low- .,,U-factor:,0.3,60, I For windows without labeled U-factors, describe features. I #Panes Frame Type Thermal Break? [ ]Yes [ ]No I =- Comments, I Doors:, i r li,�i_,aiil k "'d [ ] I 1. Door 1: Glass,U-factor: 0.360 i I Comments: 2. Door 2: Solid,U-factor: 0.200 Comments: I Floors: [ ] I Floor 1: All-Wood joist/Truss;Over Unconditioned Space R-19 0 cavity insulation Comments: I f � -i l , ,', illi Heating and.Cooling Equipment: [ ] I 1. Furnace 1:Forced-Hot Air, 80 AFUE or higher Make and Model Number L ] I �• �#IConditioner 1.Pectnc Central Air, �19,SEERorj#gher Make and Model Number Air,Leakage: [ ] I JQints,,penetrations,,and�all other such openings in the building envelope that are sources of air I leakage must be sealed.,, i [ ] I Recessed lights must be,l)Type IC rated, or 2),installed inside an appropriate air-tight assembly with a 0.5 clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3" clearance from insulation. Vapor;Retarder: I; [ ] I Required on the,warm-in-winter side of all non vented framed ceilings,walls, and floors. Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals;for,all,installed heating and cooling.equipment and service water heating i equipment must be provided. [ ] Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints, seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w g (500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has,at,lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. ! I „I I; ,,,I•. „I I. ,II; ,., :II• r., Electric Systems: [ ] Separate lelectric,meters are required for each dwelling unit Fireplaces: [ ] Fireplaces must be installed with,ti&ht,fitting non-combustible fireplace doors. ,., , IL 111,1 k' 1 '"'l! ', , , l-. ,,, [ ] Fireplaces must be;provided with a source of�combustion air,,,as,req*i d by ithe!Fireplace construction p9rovision s ofithe Bz�ildin Codeic�f Newl York Stat]if,,the Residential Code of New York State or the New York City Building Code,as applicable Service Water Heating: [ ] Wates heaters with vertical pipe risers must have a heat,trapi on both the 1inlet,and outlet unless the water heater has an integral heat.trap;orlis part of a circulating system. , [ ] Insullate,circulatinglhot water pipesyt the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to,the levels in Table 1. If '1 I I I1, 11 II li II Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources Pool pumps require altime clock. ( 1. i. � •1J1 Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels,in Table 2.I .I I ,' I ,� I' it • I,I l„ 'il _ :II,I nil .. (:.1 III;I�•„ III,` I,i• a i I Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts V and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Teniperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 ,I I I. , ; NOTES,TO,F]ELD (Building,Depai'tment Use Only) 1 i I nn '1�', I 1 0 i I!t i) i CLIMATE AND GEOGRAPHIC DESIGN CRITERIA N STREET ADDRESS 600 Ll TILE PECOMC BAY ROAD Thomas F.Cavanagh AIA [REFER TO TABLE R301 2(I)OF THE RESIDENTIAL CODE OF NEW YORK STATE] / LOT NUMBERS REFER TO 'MAP OF NASSAU POINT, Architect h WINO SUBJECT TO DAMAGE FROM 5,,' AMM£NDED MAP A"FILED IN THE SUFFOLK COUNTY 219 W 81 St CROUtI,I SPEED, SEISMIC WEATHERING FROST LINE TERMITE DECAY WNIER ICE SHIELD '�LQOD CLERK'S OFFICE ON AUGUST 16, 7922 AS MAP NO 156 SNOW L0A0 DESIGNS DESIGN TEMP UNDERUYM �� New York,NY 10024 1 (MPH) CATEGORY OFPfH REOI " 'r3� 212 877-9794 45 PST TETTE MPH EXEMPT SEVERE '3 FEET MODERATE 3UGHT TO '•]? PEs -2Di16c. LITTLE PECOMC BAY ROAD y I' TO HFAW MODERATE 1 - - - ' _ ■=MONUMENT o=PIPE sDmF Ann A=STAKE List of Drawn s rA17Le xttat.x x DEswx RESIDENTIAL CODE OF NEW YORK [c�••ngrnxo ox •���.� ! D Rm covlcmen DasrRK.ro cw�4 wa sxm vAa RxPE ' C-1 SiteFirs Planr General Notes - _ aulB wErauLB DeoRee " � S88D2'S0"E 94 52' n aur _ _mm __orn'e mxe _ - +, La��rromFns I�+o���r"`a roux nn i.wrol v«�.cr rcmm w �%a --- - _ C-2 First Floor Demolition Plan --t"` FF"�wxrc C-3 Second Floor Demolition Plan Suff-a If 1 93 1 74 1 5750 IIB H.vA erm¢ �Iw wmwurl w,x ararn,rm o vra,saamx -- i.�w_„�D,A„w rm o •o`""„o�xPLr D.a s twou --'--- - -- C-4 Foundation Plan GENERAL CONSTRUCTION NOTES FASTENING SCHEDULE �. C-5 First Floor Plan .Xa C-6 Second Floor Plan rok A OVAL NW- Sae C-l5 ENERGY NOTESM ' 4T I C-7 Roof Plan 0)No CONSTRUCTION OR DEMOLITION WORK To GOW�NLE BEFORE BULDIN5 DEPAREMB F w H a +ux"suu Oraox caa,m¢imr I 1 1 C.-8 North Elevation MANS JUREDICTION IFf.JM A WILDBd PERMIT O�s .�rT Dc[m 1",arro Ann xara, ' C-9 East Elevation (3)ALL WORK SHALL WN ORM TO THE RESIDENTIAL CODE OF HEM YORK STATE AND SHALL CONFO'Mt = -I=--M-2 r .i'a s,rvA„n+raelws mr rn 10.8 - C-10 South Elevation TO ALL THE RECONMISIdJATIONS AND REOOIREMENi5 OF ANY oni AUTHORITIES HAVING Dx,D RE wsTNm , .�mat v PaumN Am [x C-11 West Elevation JlRsotcnoK THE coNTRAtTOR SHALL o13rAN ARD awzANSE FOR ALL REONR®IEW41T5, ,+Rx�," C-12 Typical Vertical Sections INSF''ELTIOtb,cERTIFICATFS,TESTIS AHD SLFEVEYSAN�'0% p�C 4*IAL pu0ns..roiRPu �Rm N C-13 Typical Framing Details s)CONTRACTOR 15 REQUIRED TO PROVIDE IIOM'cGWER WITH ALL REWIRED LIOHEES,INSURANCE cn��o�gw�nr I� Ity C-14 Door&Window Schedule C.ERTIFlGATTS AND IRF7 RAlL'E LOVERA6E5 b)CONTRACTOR MUST TAKE ALL NECESSARY PRECAUTIONS AND ACTIONS TO SAFEEVARD THE RESUCEia Au r �o wc.o'xxw n�aH uw0a�Toa marc. I 8 Details Drax a�wm mwS"w,ra q®.a p, rnrlQ Arco Its-OR TO FOLLOW FROM THE EIS 06RNG ccNSIRRcnu! `4iAC0" ' w � ��Or+ A C-15 Plumbing Schedule& T1 FE9E TSA T SYSTEALL MANrAGRRRERe SPECS FOR TIE INSTALLATION aF EMOMENT SMOKE DETECTORS.AND CARBON MONOXIDE DETECTORS Schematic PROOICTS AND SYSTEM E6UIPIENr az AAs Pm ne,9-mEMAL�mr rmu mR emuwc moE RcneL Aln Aw m 10 NO ORAHINr SIWI BE SCALED;WRITTEN DIT-E1510N55HR[L BE USED OId_Y 2 f aur I C-16 Courtyard Plan,Elevation 10)ALL LV15ER FOR JOISTS AID RAFTERS SHALL BE HEM-FIR 42 HAVING A MN RffETTIVE FIBER � &Details STRESS OF 650 P51,MARKED PRIOR TO DELNERY TO JOB SITE,AMO A MIK BEARN6 OF 4EGRESS WINDOWS NM.E55 OTHERWISE Norm) ,u arrwas IV ALL ELECTRIC WORK SHALL BE PERPOFMaO IN STRICT COMPLIANCE WITH THE RESIDENTIAL CODE OF lu, s n go—r ;aunt rwox oroen v u=A p oN E X I MEN YORK STATE,CHAPTERS 33,B4,55.36 M.36,39,40,AND 42 AND ALL APPLICABLE y rc t. � L wut ro vEa a,W W UNCEFaIRTOR5 CERTIFICATE SHALL BE OBTAINED AND PRESENTED TO THE OWNER UPON COMPLETION OF ALL ELECTRICAL HORK. w R PH�J z0.3' OO 13)ALL PLWM46 MORK SHALL BE PERFORMEDIN 57MCIT COMPLIANCE WITH THE RE51Df3mAL CODE OF: if N6N YORK STATE.LHAFTERi 25,26.21,2b,2q,SO,BI,ANO 52 AND ALL APPLICABLE LOCAL CODES I 2 IwE CF (DvsIWO) cgvar£TE AHD HEALTH DEPARTMENT REWIREf'E r5 MINIMUM UNIFORM DISTRIBUTED DESIGN LOADc Q 141 ALL AREAS WITHIN BATHROOM TO BE 5/5'WAIM DISTANT 6TPSM-1 BOARD O �� 15)INSULATE ALL PIFINS Atm DUCTWORK IN ATTIC AND CRAPS.SPACES WITH r INSULATION ON ALL I EMTLN TD TARLL Rapt 4 OF THE RES'XUW.CODE OF NEW mR<STMEI OUCTS I 1,12'INSULATION ON ALL PONS,3/4'INSULATION ON ALL MTrR SERVICE SUPPLY PIPING I NSE RAVE Iwo DGN IL1A0 O {®•$' f6TGPY ) 8 I6)CAULK AND FINISH ALL WINDOWS AND DOORS A5 REGOIREO p1EAi0R BNCONiES W PSF to Ass (PREraSID) PAAaE HODSE/ B r� n)INSTALL METAL RA"HIN6 AROUD ALL ROOF PEAETRATIOt6. DECKS 4o PSF 10 PSF Z FF d,a4 > RR 16J PROVIDEI FD INSTALL ALL MDLDINS5.SU.S,STOOLS AND TRIM AROUND ALL KN OOWS AND DOORS PAs5g6A �caRACES w PSF ..,Far Aux ARa^OS£D 124 EN,N 6Yw w (til A L WNDOWS THAT SERVE ASE BRGB CY E6RE 5 M 5T COMPLY KTH 8310 OF RCM S ANS MR DU-FACE(ROOF to toPS AOA,— (271 ALL INLAAATION WHICH IS CAPABLE OF ASSORBINS WATER,SHALL BE PROTECTED BY A VAPOR ARMS MIX-1iAX(ROOT Item 3 Flo") 20 PS to ..r 5ARRIM LOCATED ON THE ANTER WARM SIDE OF THE INSULATION INSULATION SHALL BE INSTALLED ROOee DMPP>xN ELEIDINS Ra0u5 m P5F to Ass y.gejJ IN SUCH A MANOR THAT PROJDFS CONTINUITY OF INSULATION AT PLATE LINES.SILL LINES AND SIaFNO ROOMS JO Pg l0 m 6010EILS ASTER R320 OF RCN(S (23)ALL FOUNDATIONS SHALL REST ON UNDISTURBED 501L OF 2 TONS PER SQUARE FOOT BEARING 4uRs 40 Pff .0 KF 441r CAPACITY,CONTRACTOR SSHALL HAVE TIS LEVEL OF BEAWNS STRATA VERIFIED N THE FIELD CwxOxN15 AND NANORn115 0o Pff to Ass. AR m C PRIOR TO CONSIIRUCTIOK ROOF IIIADLVG P ' '9 (MME=A&JE R3 4404 lON 1[P.4 ZR- WAIL . (24)ALL CONCRETE WORK SHALL OONPOWI R THEOROUIRE945'AID RECOMNeDATIO RS IN ATEEL!f9 AONSIUFMS AS PO FIFE 83015 OF IHS 45 PSF ATTIC �p '�pNE a6 0,,- -w WRIC`SPECIFICATIONS FOR STM A61 6 APF 60 FOR FOUNDATIONS SHALL E U}RUATELY INS STEEL RPS TUL ernE a' vmN sAlxt I5 PST TOR O SHALL fONFORH TO ASM Afils GRAPE 60 ALL FON,DATIOK3 SHALL ADEOVATELY IXEAC®PRIOR P/0 LOT 243 P/O LOT 247 TO BACKFILLIN5 (25)ALL CONCRETE BLOCK SHALL 601101 rO ASM C40 FOR GRADE TIP UMTS.111 TYPE N MORTAR -._- O 1' SxFaxA, •�'U ALL MASOdtI'WORK SHALL COFOTIMI IO ACI 53H79 PROVIDE PUROWALL TRSG TYPE REINFORCING Z �� EVERYOTHER COURSE 06'OC)P'RO-VIM MASONRY ANCHORS AT Ib'OC AT ALL COL",SPANDREL BEAMS,AD LIt£S OF ENDS He ALLOVlABLE OLFLECTION OF STRUCTURAL MEMBERS (26)ALL MASONRY WORK SHALL CONFORM TO 8606,R607,FWD,R611 AID 9103 OF RLRYS (21)ALL ST®.WORK SHALL CONFORM TO THE REO UIREMENT5 OF THE AISC'SPECIFILATIONS FOR TIS M s@uCNPu,uEu3ER5 AMOwAmE OatFtnON DeY6K FABRICATION AND E#CTION OF STFIDCTLR&STEEL FOR WILOIN55'57E EL SHALL COFOdH RUTDa NAVLNG Si-O63TE4 DWI 3/n TO ASM A-36 AND A-501 ALL CONNECTIONS S SHALL USE A-325 HE BOLTS OR MOXX VE-05 STIES wRll NO—H.GEAFG ATIAD®TD RAFtERS UID 1 qr 'S' JOISTS MAHUFAGNRERS DE516N AND EYLTIONI SHALL CONFORM TO SJI SPECIFICATIONS. �2U77� (2B)PROVIDE SINGLE-STATION SMOKE-GE7TECTIN6 ALARM DEVICES ON BALM FLOOR AID ONE PER BEDROOM IxrrMwt xu15'WO PMIrtq,R H/1B0 1 yV 7A /5 PER R31-1 OF RLNY5 ROD%AMO RASTERS,CDHNuS U3aD r _ h �p�n r!� (24)RAIUNSS AND HANDRAILS,I301H INTERIOR AND EXTERIOR SHALL BE DMONED TO RESIST LATERAL ALL OTNN S,RUCNRAL u WK. URN O OC'NE IMPACT AT TOP EQUIVALENT`TO A MK LINEAR LOAD OF 50 Ube PER FOOT AS PER 8315 AND 8316 EI(IWdR WARlS MITI PLNILZ OR 5RKs0 RNiSH H/USO 1>EO� J 91.33' / of RCN(5 _ ' (30)STAIRS,MORS AMO EXITS SHALL COMPLY WITH Rail,R512.AND R514 OF RCM'5 SEXIER miRR¢-MND IwD3 MM L/aN DODI (31)SAZIN6 N DOORS.SHOWER STALLS.FlXED PANES ALD BATHTUB EWJ-OED;JSs SHALL taPI.Y KTH EXTOEotyws-MND ILaD' WIM 7'S7AWDDDR' I i FLa2O ZONES F� F/RM R306 of RCNYS RgiOIE FlNI3HE5 �E"0 S77'0 ' G 5/4/98 fie)FOAM PLASTIC INSULATION SHALL COMPLY KIN Rate OF FORTS 3003 G SD2 - (33)DOUBLE ALL BEAFG AND JOISTS ROM PARALLEL PARTITIONS AND AROUND OF13liN IN FLOORS AILD i L-¢.111 IF]rOM H a SPALL HDDx ,. dP ..c1 2 ROOFS THE MND--mm—To '^ PAR I"I" OND / :F STONE WA''S (34)PLYWOOD 9MFlOOPJ145 SHALL BE INSTALLED AS PER 8503 OF RCNYS CL TAKEN AS a)THEE IME CORPoNFM AND ]u i �AI"A P (3B) CHIMNEY CONSTRUCTION SHALL CONFORM TO CHAPTER 10 AND 16 OF RCNYS I D j of TFrnoN�u�TS imot.x� �ai ,�7UNNE L'Ai 87�� W'N'0���FAD ' (96)CHIMNEY OVrZT5 VAIJ-10T BE LOWER THAN TOP OF ANY ARJOoW A THN 20 FEET,NOR LESS TWIN - ijR�' n � MH � F{�G/f�j1O t�ITj 2 FEET ABOVE THE COMBUSTIBLE PART OF THE ROOF OR WIIDG W NWITHIN 10 FEET. F SHALL HOT b I r _ BE LESS THAN T-O'ABOVE THE HIGHEST POINT WERE THE CHIHICY PASSES nRCJ6H THE ROOF z i- srB'�'�0w' - - - - - -- ICavaria h/Frank Residence AS PER ROOIb OF RCNYS n n �Srf 9 IEFU BHS ATTICS TO HAVE ACCESS AND 6PO55 VERnIl1TION AS PER R606 AND 8601 OF RCKf5 IV - (�� ISR 1. AFEA-29, 0 f36)CONIFNCTOR 5HA4L PATCH AND REPAIR ALL EXISTING,AREAS LEFT EXPOSED AND/OR DAMAGED DO TO - _ R House Renovation 8 Addition THIS ADDITION WITH SIMILAR MATERIALS OR AS DIRECTED BY OWNER f�[3QFZ7sr'.p Lo GfS./EI�AEq TO 11E t1E�C,S� 1600 Little Prot,C c Ba ISS)PLACE HURRICANE CLIPS ON ALL ROOF RAFTERS I 1 • - o �='z7, � � Nassau Point,CEltchogue,New York 11935 VA TIONS REFERENCED (40)PITT DOUBLE EXHAUST I ANDTAK AND OUT Z*TO ALL STAR AND SICYLI T S UT VA M55 c (� - (40 ALL SUPPLY EXHAUST INTAKE AND OVFLEl5 TO BE EOUPPPD WTH TIGHT SI111f DA"MPB2 AT WILDING, 5 r% 0'2 'I- V�T)O N ETJVaO+E TO MNMIZE NR LEAKAGE. --- / C N 49678 SITE .FM{GI/1 hl 1. ��/ N9' (42)PROVIDE MINR4M IMch MECHANICAL EXHAUST FROM BATHROOMS AID MINIMUM ISOCFm MECHANICAL ECONIC S J I G I I.�I 1 1 9 Y Vt3mLATI IN KITCHEN AREAS TI''000-111 14-13 (631) 765- 4 5-1797 EN��[�L iIIO'�E _ (43)PROVIDE CCH BUSTIO4N AIR FOR PUH.B 11,15 K.IRFN FNF AS PER LW.Pn3R n OF RU,Ys {SCAM 1-30' I-yNp - - - (44)BOILERS AID HOT WATER HEATERS AS PER CHAPTER 20 AND 26 OF RC" 9i P O 80X 909 C 1 (45)FUM-6AS E UIPM77r AS PER CH WIER 24 OF RCNYS fEBRUARY 15 2006 f230 TRAVELER 0&-114 (46)PROVIDE S MPSON STFONS TIE JOIST hAkSffLS AT ALL FLUSH HEADER CoNDmci SOUTHOLD, N Y. 11971 -- I II IN— 1 '(falflldCjWALI _- _ ITrchite .Cavanagh AIA r--- Architect IY _ I 2981St f r-_{ _� I New York,NY 10024 I I--- �r-�-' 212 877-9794 - ti11 4—+—w' r >a-- -�—_._ ___—...._._..__.,----, _-- •�IIS. hID N BEDROOM II II 7 I I II ' ill 1 I - . ti• =Fop'E7':1 1415 dr!PHLYI. II rl -' i•i _ :SSR __'y..,'.t f� {('�� _ f I Y' itE:TdAUkG''+:='--• 11 - .'.•(b DE ..•.-,, I t 1 ) V JIL. 9$PI�l5F115p�h1- v _ .t�.. �.1•- '�f'-_`-i�',. IIIA -I' I I ,� ;1�5uii�: l'k;-L�12�,._:._ 73i�ttr r`= -ti"_` � I•�-- -'I F` ' I I I I =- � -- - - - I�� I r— -��tal�t+<r�*c�Far�i��Reu.�a�o .• _ . I I I I '__ __- _ ___ _ •� ,'�I I—-�ykK1F1VJi-�1k1qq CR$1Nk'�i _-'�, Wpm_ _ 1 Pf srrnc/+Fro+gs Y�A��4LO 0 I }' — - _ t-(C. Y{�Ell��. - � i"°� rte'�--• r r • _'{>� C� t 114- Itl i2-F�>��GEGRPiFzL '�O �Nh71N l rlovk 6x15�I i 14 3 -- roflc.Wgal +�t " ERIN. LIVING Roots XIS SOUfP) f3EPRGnM I I . -bra= rrnn Is ' IS�IBcioSF - k! ) �'� = rt �loL�slrv�tlt<>/xrt It I I II Z-K"Oul-EItl,'T LDNC pox H Li s�-- — ---- jf� - - ,�— i L— Area Calalatlons Town of Southold ' 100.244 Nonconfoenm B(Amended 3-4-1997 b LI-No 51907)Such lots shall be wreC to meet the tollmnng 16T FLOOR DEMOLITION NOTES Area Ft Lot Coverage Front Side(Ft Yard Both Rear Ft I 1 INTERIOR DEMOLITION INCLUDING FRONT KITCHEN WALL WILL BE DEMOLISHED Sides AS A SEPARATE PHASE AFTER NEW KITCHEN IS IN PLACE 20,000 to 20% 40 1s 35 50 2 COORDINATE REMOVAL OF DROP SIDING,SHEATHING AND INSULATION WITH 39,999 NEW CONSTRUCTION WORK _ 3 ALL AREAS TO BE WEATHER PROTECTED AT THE END OF EACH WORK DAY Existin LolAreaParcell 31,363 Ft "Cavanagh/•Frank ReSid-ence Ews9n Floor Area 2,47oS FL EwsUn Lot Covem a 787% House l Peconic 8 Addition 600 Little Peconlc Bay Road • 'Nassau Point,Cutchogue,New York 11935 Pre osed New Floar Area 0 Preposed New 611.* edc 550 Sq FL •M 4 - ,�(^ Total Proposed New Floor Area 3,35D S R Pro etl Lot Covem a 1068% Thomas F.Cavanagh AIA '— —--- —— —r—— —— — — Architect I N 219 W 81 3t I I I New York,NY 10024 -i I I 212 877-9794 r- HT1—,1 $�O�r I I I P GIB iTdsY- ' I I I Ir-_ =T -I, - -=i 7fT't rTio;-==_ - - -t----T - -I— -- - - �r L-� - -- _ I i —. 1 _ - 4- c. -- L =_--- VFMWPON � olf ' 1F7HC_BAtFFR00 + �hl — 1. . � tV .. ' M T-TeY.13po --- ' = E T I I I tI I-_ 7IcwEEpl9 GogMER 4 I I I • GENERAL DEMOLITION NOTES 1 CONTRACTOR TO PROTECT EXISTING AREAS TO REMAIN ..�'23 REMOVE CONCRETE REfA NING WALL — �" ` 2 ALL EXISTING DROP SIDING'T¢.BE REMOVED 24 REMOVE CONCRETE WALKWAY 3 REMOVE ALL EXISTING SHEATHING AND WINDOW TR IM25 REMOVE FRONT ENTRANCE AND RAILING 4 REMOVE ALL EXISTING INSULATION FROM OUTSIDE 28 SECOND FLOR TO BE DEMOLISHED TO FLOOR JOISTS AND WALL STUDS 5 REMOVE EXISTING SHUTTERS TO BE REUSED 27 REMOVE ALL SECOND FLOOR PLUMBING FIXTURES e REMOVE ALL TERMITE DAMAGED STUDS AND SILL PLATES 26 CAP ALL SECOND FLOOR SERVICES r 7 REMOVE ALL DAMAGED TERMITE SHIELDS 29 REMOVE EXISTING KITCHEN FLOORBOARDS TO FLOOR JOISTS TO REMAIN 8 CUTBACK ABANDONED ELECTRICAL OUTLETS TO NEAREST OUTLET TO 30 CAP SERVICES IN EXISTING KITCHEN REMAIN ACTIVE OR TO PANEL IF HOMERUN 31 REMOVE EXISTING CONCRETE OPEN PORCH 9 ALL DEMOLISHED MATERIAL NOT SCHEDULED TO BE REUSED ARE TO BE 132 CUT TWO OPENINGS IN EXISTING BASEMENT BLOCK WALL FOR NEW REMOVED FROM SITE AT END OF EACH WORKING DAY CONNECTING CORRIDOR PROVIDE LINTELS AS REQUIRED NO _ 10 MAINTAIN ALL SERVICES TO HOUSE UNINTERUPTED EXCEPT DURING OWNER - -- -•----- 2 FLOOR DEMOLITION NOTES jQN - AGREED SHUTDOWNS - 11 CONTRACTOR TO PROVIDE PORT-O-SAN 1 REMOVE EXISTING DORMER OVER MASTER BEDROOM 12.ALL SERVICE TRUCKS TO BE PARKED ON STREET 12 REMOVE ALL PLUMBING FIXTURES AND CAP PIPING Cavanagh IF Residence 13 CONTRACTOR 70 USE ONLY OWNER AGREED ACCESS PATHS 3 REMOVE CEILINGS AND INSULATION House RenoVatlon&Addition 14 SITE TO BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY 14 REMOVE ALL KNEE WALLS AND INTERIOR PARTITIONS 600 Little PeconlC Bey Road 15 WATER AND 110 VOLT ELECTRICAL POWER WILL BE OWNER SUPPLIED 5. REMOVE ALL FLOORING AND FLOOR INSULATION assaU conic ay Road New York 192L5 16 PLANTINGS ARE TO BE PROTECTED WITH PLYWOOD TENTS 6 REMOVE ALL CEILING JOISTS LEAVE COLLAR BEAMS IN PLACE UNTIL t.1T PROTECT ALL BELGIAN BLOCK .%AT DRIVEWAY ENTRANCE AND SIDE DIRECTED TO REMOVE BY OWNER _ q(iR T WITH PLYWOOD AND BOARDS 7 DO NOT EXPOSE ANY OF THE SECOND FLOOR TO WEATHER UNTIL DIRECTED 18 f4tl(INAIN DUMPSTER ONRUCTION BYOWNER(PHASE 2) 'R` M"+1q �A 19 LIMIT ACCESS TO DRISTREET AT ALL TIMES DURING CONSTVEWAY TO PICKUP TRUCKS ONLY 8 REMOVAL OF ALL EXISTING ROOFING AND CEILING JOISTS OVER AREAS TO -LSI'n�RT -1 20 DEMOLISH OLD GARARE AND ENCLOSED PORCH 21 OWNER WILL REMOVE EXISTING FIREPLACE AND CHIMNEY REMAIN ARE TO BE COORDINATED WITH NEW CONSTRUCTION TO ELIMINATE 4•+. tY i J ANY EXPOSURE TO WEATHER AT THE END OF EACH WORKING DAV 22 LA REMOVE OLD CONCRETE SBS _ CONTRACTOR TO PROVIDE MEANS AND METHODS TO OWNER FOR APPROVAL,4 PRIORTO-PROCEEDING WITH ANY WORKe Thomas F.Cavanagh AIA t �� atT 'y,'~ •�.S;.r�=� R I Arc}lltect Qw 6- hAp&VTr'�G+$��r{{. 219 W 81 St -MOOt1N. oNew York,NY 10024 212877-9794 • 4YPr C, i =IE2=.b: , f ri �r '�_� � 6�41'cl � -0✓ I •r I�' �14H45'��,�f}}.�l i It ., - .BBQ _ I s^ =_�SFI=`t":GarakJL�,qG'�` -_ �1•�i.�=�~I'�};�N.r=atJl��a REtiAIN IR \u R S I '�:° �n- T�=��E����}�P4vFr I ;a.__�.rti- - �^ •c g.- .,,a., - �' ,�I�•(�-�_ `,( C• - 'C-"P'R;o. - �• 3 :za�i" o P" �_.�. '-*' [+4x.✓, - �ut=fh ERP.b >i Iiltk I ,?Gtr (INGt .� 1rte• �t I � - I --- - - -_ -��, � - _ - :1T-1 4 ILI ] } ���ta8t46'fiL'�, ;•` I �o ±Oo"6P UJMPI � � owl,SPEER= tern- + necM tNGY��Hi �I 1 I I I I - -�a�t�cl�Vg��Z',n.1:>:P r= ���i��Q H.r- _ `• Sl�at�{ - r. - ' -Cavanagh/Flank Residence " l �' 'House Renovation'&Addition 600 Little Peconic Bay Road , Nassau Pow,Cutc_ho_gue,1 eqw vprk 11935__ ——.— — — —— jai M7 n },r 7-10 " _ - ..pw.r,►- �j�^i _ a 1' Thomas F.Cavanagh AIA t. Architect - N 219 w sl St. r y New York,NY 10024 x--_11877-9794 tX15T, NOKT-tt–BECKM— ' --_ REF - --— — —— -?ATlf • I _ y _� j2`3, 41 ew- b, i 1=?Qc2T. SCXJCIt"EDRM. i� >xxtgT_Mt=T�41. N1N - ,r �I � g _ I =�=��`l�'�1�:"".z`-r,�"ExK�GtCq.t•ya'i' K.PWfr7t`'B(B-lONARf W (b REMAIN . I -[.axE cO�+l-� Ian_� lQ. 13 IQ �A • sc I l •,} 11_ -_un•' 4ia,. a�'!I" ,-`� r - ,� ----- - - � �-� ----1 r �e��uwY�® - Cavanagh Frank Residence 11—T.ItvE 0flriMR House Renovation&Addition 600 4ttle Pemrnc Bay Road '�y~y Nassau Point,Cutchogue,New York 11935 ff —f AN a, Tiomas F.Cavanagh Ad Architect • N 219W 81St New York,NY 10024 2(2 877-9794 _ - _ 4 LTV� If folRdE(�j �=; R ISIOH TV r lao.. o se Reno aton an difion0 Little Peconic Bay Road 44 eau Pomt,Cutchggoe,New York 11935 G�T, _ Thomas F.Cavanagh AIA -- ND-Irly Architect - f - =- 219 w 81 St —- New York,NY 10024 212 877-9794 V _ �9 Cavanagh/Frank Residence House Renovation S Addition 600 Little Peconie Bay Road Nassau Paint,Cutchogue,New York 11935 I IThomas F.Cavanagh AIA • Architect 219 W 81 St New York,NY 10024 212 877-9794 _ lr�!'FEZ t%-1 f3RtGs I F�e ___- 7�RI�13'HI34NEj :o IT, to ,4 iV 12 ;f 41IRR- -- -- -- - - - - - - -� - - � - � - - - - -4---L- , 1.�= .r4�,ar r�yoiJD� I —�-k�.yl= mkver�,.. _ t :� • r i I I Cavanagh/Frank Reside__n—ce House Renovation&Addition 600 Little Peconic Bay Road .1Qawax Point,CutcboOL5 N@ York 11435- 'I; 3 r� :"' Thomas F.Cavanagh AIA Architect 219 W 81 St New York,NY 10024 212 877-9794 i -r 12 _4=v _ �NL$_}va.7�.D6YPNG pt FFH 71 20 I- Cavanaghh7Fr nkdesie�nce—- _ House Renovation&Addition 600 Little Peconic Bay Road rs.fflEtRtTr'B :( `RNA, - _Nassau Point,Cutchogue.NewYork 11935 - ----- - - - ---- - - 9' Thomas F.Cavanagh AIA Architect 219 W 81 St. New York,NY 10024 212 877-9794 I to f , j, f - • _ FM rnHoovsfmc ��4 +FFII 2b jUTT M, 12, 71 rrdo 'I I I� 1a It to I ! _ €fs. •- F--(?— j' = — =— — — - - •. I• — — — — — — — — — — — — ted• I 1 I i - r r ! F- — — — — — — — — —t-�" = rte":;, - t� Cavanagh/Fran Residence - �L.i. --L— — — — — •J House Renovation&Addition 600 " Little� oad NassauPont,Cutch Sue, New York 11935 f I C-1}0 ' 6= _lb. Thomas F.Cavanagh AIA► Architect 219 W 81 St New York,NY 10024x•. 212 877-9794- "LJ' t f N is Q. ® s 29 I909 i µ - i i - •nEuvrty �y a r rt__I 1 i I I l i - 1 � _ I I � i _ t I I I I � �3Qfl _ - - -• Cavanagh%Frank Residence-- -�— 1— ---- - —Tt—== - �— _�---=--I } — — — —i — `—J _ House Renovation&Addition 600 Little Peconic Bay Road Nassau Pomt,Cutchogue,New York 11535 RAFTER STRAPS-51MP66N - - - - LSTA-18.1 1/4'STRAP EVERY Thomas F.Cavanagh AIAI RAFTER-NAILED WITH IOD r Architect BOX NAILS EACH 51DE IN APER 1/2'COX ACCORDANCE WITH TABLE LY SHEATHING NAILED 219 W 81 St IN ACCORDANCE WITH New York,NY 10024 DEGS212877-9794 RIDGE(REFER 9,10 IRDOF RAFTERS®16'O.G --- --- -- -REFER TO FLO.ORPLANS TO PLANS) pV(a►_VER_IS�-FELT - - -- _ FOR SIZE -- — APEE�r22.OVER_I/2-GDX TO LYWOOD SHEATHING R-30 BATT INSULATION TYP ROOF R ('AILED IN AGGORDANGE PROVIDE ICE SHIELD TO 24" (REFER TO PLANS WITH SPECIFICATIONS INSIDE EXTERIOR WALL IN ACCORDANCE WITH 90521.1 (NY5 GODE) ATTIC \ , ATTIC SPACE 1 5IMP50N H-2.5A HURRICANE , TIES 0 EACH RAFTER TYP 241 -REFER TO BLDG SECTIONS .. FOR ALTERNATE STRAP —r— (2)2"X4'TOP PLATE APPLICATIONS �,� RIDCaE USE'F'CHANNEL®WALL PsiAmis IBX6 PP-PRIMED FASCIA FOR SOFFIT VENT(TYP R-19"OWEN5 CORNIN61 `TYVEK'HOU5E WRAP OVER INSULATION OR AS PER GOVT.00 P SOFFIT VENT FIRST 1/2"EXT.GRADE PLYWOOD TABLE 5022.4 OF NY5 ENERGY CODE FLOOR 2X4 WALL FRAME a 16"Or, INTERIOR EXTERIOR W/R-I9 BATT INSULATION TYP. 5/4"TSG PLYWOOD SUBFLOOR 2"X4"WOOD 511JD5 ®Ib"O G. F.J ®I6"OG.(REFER TO PLANS FOR SIZE)W/R-30 1/2"GYPSUM WALLBOA TYVEK'HOUSE WRAP OVER BATT INSULATION 1/2"EXT.GRADE PLYWOOD 775IMP50N G520 GOIL STRAPS �",1 SOFFIT DETAIL EVERY OTHER STUD TYP. I �J SCALE 3/4" = 1'-0" `M/EK'HOUSE WRAP OVER O 2'X6"A SILL PLATES _ OVER TERMITE 1/2"EXT GRADE PLYWOODE SHIELD OVER SECOND L`L z SILL SEAL TYP. FLOOR 2°X4"WOOD STUDS®I6"OG --dap�RAMtnc� DG�(AILS a _ DE APPROX.GRADE _ _ _ 5/4"TSG PLYWOOD SUBFLOORiOUc�rk ,•. • 1 •� ,h�r 8IIMil I I- 2"X4"BASE PLATE _: C"J S -_ _RI O.G BASMEN I III=I I I�kII I I=III— - WALL STRAPS-SIMP50N 0520 BAR®4B r °O G COIL STRAP EVERY OTHER ROOF MEMBRANE STUD TYP.-NAILED WITH IOD TYP.a FON PERIMETER i BOX NAILS IN ACCORDANCE a5 VERTICAL REBAR®48" _M TABLE GIS. RVQ`F31FV-- - RIM J015T TYP. I OPREN)E EXPANSION JOINT 2MT3I �LNn�NyU� �rrg� D TOP PLATES NTINUOUS - •' KE*rAAGYOTYw JOISTS TYP.a 16"O.G W/ - Z�aJani g %Frank Residence (2)#s Cow.REBAR FIRST BATT INSULATION TYP- House Renovation&Addition FLOOR (REFER TO SEE PLANS) 600 Little Peoonc Bay Road 4"T HK.PG.SLAB ON 6 MIL VAPOR 13ARRIERR-19"ON✓EN5 CORNING' , Nazsau Powt Cutc4gp5.'New York 11935 --- W/%-6X6 W.W.M.ON 6'CRUSHED STONE AND INSULATION OR EQUAL ___ o- COMPACT FILL(TYP) - - _Vwk N _ FLOOR TO FOUNDATION DETAIL �z� INTERMEDIATE FLOOR DETAIL ` S 12 - SCALE V-0" .. SCALE 3/4" = 1'-o' I Tpble 3-1 Nailing Schedule Thomas F.Cavanagh AIA Min Architect Jmot JAacvlmm H®roerorwd Hnlsla.amH 219 W 81 Si New York,NY 10024 B'B'mTVP Ree Z4 • .n -Ha, Pnmam 212 877-9794 cdBmgJdnbraoTBm R¢-emeal J-Bd _ - Cdlmgla4tbPmelldRaOvffaoemeilea) V 416d cd� CnliniJnnlge ov P¢marm ffeve.dl� I 4ldd mdW �— — .— ._ __ CcllaTmmaaHnffcmB� Sdd pnde iOPgNEE____--FKF1gHf___ - _ HI¢tivBn Aman ReeemBd) 3B4 andeoJ -- -- RimHoadbAader(2dmdmq _—blbd---m3 and •IOIST NANGEHD RwTiB'/ .crsT ccNELrars fW 16E vAR1ET'r Top PlaeoropPW ffes�eA z16Y _ pnb¢xY OP 51281 Top Plug nimvuaom p-mt) 616d fma-taduh� Smab Smlffncml� 316d PA'a< 1lmdabHe+lerffnaavhB 16d Id•acil¢godgia 3'x4'YI000 LOgER TYP SIFPSON 105 TOP¢Baim,PlaebJ[mt(Evdmief) .1d pn3vl lma NJWtILA)E LLIP 316d pn3a6 wW 4164 paid and Baton PnebPle¢hnt Bam4dat 6edldm orHl¢bog U'embBnl) 11w. per boot 't•„ _ NLUppICANE COPD ' -• M1 `P�i ✓`.•>• .< -s,-'_• �''T HU"I"eis.u06a arc•-na len Si,TmpPlve¢CIA¢R¢-0mlaa) •- 0.0a TOP MTFS TO iCTLF RAFIHLrFW3 Badiivib]drt TT¢ ') 3Hd and mg m H151ER TB£d011 LLW f.O1tEOTIfAI Bbdbgm Sll¢l1q R lMM ildd and Ctut J' PIAre ]o�ww[�nwe®(1'om�mn�) is�a pcl� a.dwmblau lPmamlod) 3lda pmpou 4� Hema lobtb SBl¢Top Pl+e Raeeal� ]-1a0' pit bot 31 :1..�, w_. leF t"+,�k-':.vy• s�rssonAlffTu _ _ HOID-0ON1 ORs­PNOJG®PLOP Bb2me1 B¢N Sh«ioi m 4 6'd8e/d•Bd1 lR1FT N�'A10R RAFIERr-lam ISH• ISH- z-Hd PnmPP�t �TFxE POD-611L., IT9"Stro FwW ISId•vtndn ym -pp. ROOK 6]WGTLRBM fi}:d r'r k l's.;rv'f WTOWTO FOaD�ATI[AL d 1.1f4•TW PlArrS GTptw WYlmd Jd mlm TMP/IP Edd - -mb �WryUs`aBAT}gNo"•,.�-.'T+'�„r,.' ��=T �1NETAL HOLD-DOWN/UPLIFT-CHO" TRS SM75 IVSMHOP BB]P FLLORS SmmdPmdv'N ad - la'efge/a•Btll TE65T.DSr PO5T5 TO PnPOATx2H FdcmmM PmrL T/Id• ad 3'ddl 35In• ed J'd.1vage/a'fidf " MR,mwNbm+d >d mdim T•dge/IH'Bdd H+dbmd ad (me rffib3'-0 2'yN'10005110 vgmtlB�� Bd (r¢TffileJ 9) WOL i l'x6•¢ISH' AHA pnbppm yh0'elM HI y�IG 1'ai0'¢vdm 3Ad Pa®tP¢t S"FLA ANOHFW 2 TE 05 ,r°'1:,3`"r?r %�s:ti5.]t=r,�',�. r...:•,Fr�iS 'a, ':'.eva^' T- sul.nAre Pit csw cod sTRAp Smmod . V 1' lm. ad Erdge/0.6tld • Aq¢d Boma9mHlvH Iod a•dield•HrB LL �10071HC/HWHtlCAHE TE ISH'¢ISH' lHd Pnwgwvl 11 511tn50N STNOD FOR ROOP PAhTHi OVat 24'O-PRONDEi ISIB•¢Mdn ]-Hd Pnm•ppmt � 'ted DOPN STRAP FOR �TRICf�iS-TO+gb LMfLTWl6 bo�tlglimdntvp.mav,vmimi A9^u®m(rc&mn¢Ym�Nu116e dPooElAad�rm.mm®nom®.3eu tpeay�,d� dmLem,mlomatmdmdemap d. OGILL PLATE ANCHOND/OLAB ON GRADE xa.n.:Ben.w�b¢m¢¢,mnt¢eendm®Nm,de tmumaam®morn.B.abueepn�m+beemmmam I t5e®Iprr bm. ANLHORri 5N1 PTwre Ab STC ro cLHCPBIe 51.Ab aNmacaNw000coUdca rx+•2a?pD Snos m w• ire AlOLE OR. W PLi1 TO PRWmE TE IHG By•B�op ��gp�wwnn Yxe'5111 IBGiX FOR 4TOGFM6t eFKJNC� y Pure eJaFL OOR wit �iC`i mr c cad®sIR{iQ n LSTA3O of 51MFroQ� TTP f1All.5.... .. lfito LOd STNP EVHtf OBER 6TLX - HUIBowwo DDx HAIL'r W ACGGfiDANCa 7' R+LNOE WNufRI � W TABLE 9LA HFOH b p✓D DISTAnCE. w vX KA GASB FfBW.Ht03e2 of PLATES $PCOIFI®IWLS IN FlLH BD cOHLREre OR LW FOImDATl011 LL PLATE ANCHORS t FLOOR 71H ANCHOp Cavanagh/Frank Residence NYAIJR6 561 nitre AND STU FR 004 TIE. CILOR TE151011 House Renovation&AddIDOn r,PETB oR cNu Paem^Tw" cowaLTala r�TL s�rr�r+ 600 Little Peconic Bay Road H'aR NAWNS RF9Wm9216 _ Nassau Point,GLtchoplle,New York 11935 _._- �,�-• _ _ . sail=T - - Header Schedule horoas F.Cavanagh AIA chitect r RD size Quantity and Sae Allowable Load 219 W 81 St 0'-0'to r-04 2 2X4 138 K New York,NY 10024 Z-0,to 3'-0' 2 2x6 45K ' 212 877-9794 31-01 to 5'-0' 2 2x8 473K ='t =1 t�1Dt7r3i}.�r`'-{ •Z.fM&V1Prf--(d/ _ - SWtoT-0' 2 2x10 55K T-0'to W-6" 2 2x12 672K Door end Window Schedule — �— Mark- Location Description Rough oen fti Size Model x7 Comments -- 1 KOchen Double Hun 5'-0 7/8'H x 2'-6 318"W CUDH 2426 1 R 'd Main 2 Wlchen Double Hung V-0 7B1H x V-10 318'W CUDH 1626 2 Re'd Marvin 3 Donner Stationary tallone Casement 1'-11 1/8'H X 2'-1'W CCM 2424 4 Reqd Main 4 North Bedroom Double Hung NA exrsbng to remain 2 Units exuhng ` 5 Kitchen Roundl Fixed T-1 12'H x 2'-1 12'W CFCIR 2750 1 R 'd Marvin with cross mudlns e Foyer Entrance Door W-8'H x V-2'W TS fi000 1 R 'd TruS01e Exterior Greta MDF 7 Foyer Entrance sidelights V-101 H x 1'-8 718"W CUIFD 1668 2 R 'd Main Stationary 8 Foyer Double Hu 4'-8 7/8'H x 2'-0 318"W CUDH 2424 2 R 'd Main 9Dini9Room Sfatlone Casement T-3 518'H x V-9'W CCM 2040 4 R d Mamn 10 Dimng Room Stationary 6'-8'H x 1'-8 7/8'W CUIFD 1668 2 Req d Main 11 Dining Room InMnglng French Doors 8'-88Hx&.15/e'W CUIFD5068 Pair ofinsvvingIng doors Marvin 12 Lhrrig Room Inswin i French Doors NA existing to remain 2 Pair emstin 13 Living Room Stations NA e)asbng to remain 1 Und exisgn 14 South Bedroom Double Hung NA existing to remain 2 Units existing 15 St urt—, Stations 6-1012'H x 2'-2 7/18'W CUIFD 2068 1 Req d Marvin 18 StetRower Stationary Casement V-11 1/8'H X 2'-1'W CCM 2424 12 R 'd Marvin 17 Master Bathroom Double Hung 4'-8 7/8'H x 2'-10 318"W CUDH 2824 2 R 'd Main 18 Master Bedroom Double Hu 4'-8 7/8'H x 3'-0 318"W CUDH 3024 1 R 'd Main 19 1 ot used 20 South Bedroom Double Hun NA existing to remain 2 Units existing 21 Bathroom Double Hu NA exisfina to remain 1 Unit existing 22 North Bedroom DoublLHung NA existing io remain 1 Unit existing 23A Living Room Dutch Door NA existing to remain 23 B Llvmq Room Screen Door 6'-8'H x New 1 R 'd 24A Master Bedmom Dutch Door relocated existing 1 Door reharaled fmm 1st FI Living Rm 240 Master Bedroom Screen Door 6'-8'Hx New1R 'd 25 Master Ballroom Double Hung 318 7/8'H x 2'-10 3/8'W CUDH 2818 4 Req d Main 26 Stahl— Stations 2'-1 12'diem- CFCIR 2750 2 Req d Main with cross martins 27 Kitchen East Double Hu 4'-4 7/8'H x 2'-2 5/8'W CUDH 2022 2 R 'd Main 28"than West Double Hung 3'-4 7/8'H x 2'-1 3/8'W CUDH 2016 2 R 'd Main 29 Laund Room - Eldedorpoof &-8'H x3'-0'W relocated existing Reused hom "Sting entrance 30 Lound Room Double Hu V 41/8'H x 2'-2 3/8'W CUDH 2016 1 R 'd Mervin 31 Laundry Room Interior Door TruS01e V-8'Hx2'-88W VG 2030 V-Genova Series Paint Grade MDF 31A Laundry Room Interior Door TruS6ie 6'-8'H x i'-8'W V-Groove,Seriea paint Gre4 MDF ' 318 LaundryRoom honing Board Wall Unit relocated existing 1 Door roloh;aled from KdclbMx.�z:� L. 32 Powder Room Interior Door TruSllte 6'-6'H x 2'-0'W VG 2030 V-Groove Seder Point Grade MDF E33 Fo er Closet Interior Door 6'-B'H x 2'-0'W relocated existin Reused from exisu tat Fl coal closet Master Bedroom Interior Door TruS01e 6'-8'H x 2'-0'W VG 2030 1 R 'd V-Grove Series Paint Grade MDF Moral Louver Door TmSble 6'-e'H x 2'-3'W LVR 2080 3 R 'd Lauver Series Pehnt Grade MDF MBR Bath Int.Pocket Door TruStile &-8'H x 2-6'W VG 2030 2 R 'd V-Groove Series Paint Grade MOF Shur Tower Extenordoors 4'-O'Hx2'-0'W beadboaid 2 -d esmt Bulkhead 6denor door relocated existing 1 Dow relocated from 1st Fl.Porch Note AB windows b Marvin Clad Ultimate Sedes Simulated 7/8'divided Lees w/Low E II Glass Exledor Slone Whde Clad Interior Printed Wood YTABLE 1609.1 4 h - -- WINOBORIrE DEBRIS PROTECTION FASTENING ScNECULE i FOR WOOD STRUCTURAL PANELS--b- 1 FASTENER SPACING (inches) 2feet 5 4 feet< 6 feet< ' Panel open Panel open Panel hpaa Pana.epee FASTENER TYPE 5 2 feet S 4 feat 5 6 feet S B feet 2-1/2 d 6 Wood Screws 16 16 12 9 2-1/2 0 a Wood Screws 16 16 16 12 _ For Er 1 inch 25.4 rh® 1 foot 304 8mm Imound a 0.454 kg, 1 .le per hour= 0 44 m/s - - Cavanagh%Frank Residence This table rn height o 33 morale speed (3 second gust) of 130 mph House Renovation&Addition o d mean roof height ofa33 feet r lees ' b 600 Little Peconic Bay Road Panel hall be mecullod at opposing anon of the wens oexuncnral NassauPolnt,Cutehogue_Now York 11935 �panel C Whezr revs areattached to masonry orhorsy/etucco, they shall be attAched ut.irzvibration-zeniecaneanchore havin9a minimum � ^id f% 4• (7W N cr wir:hdrawal capacity of 490 pounds -- _ Mniimum Pope Da eters The Contractor shall select the subcontractors,except Nomas F.Cavanagh AIA' that he shall not use subcontractors to who%e`Jha(honer ^ F111- Waste T. vem H W c W has a reasonable objection The Contractor shall iiotiba'.; AICh1tCCt Watercioset 4- 4• r 12' 19 W Sl St S Tub 110 1 12' 1 12' 1r2' 12' required to use a subcontractor to whom he has a snavrer r l trr 1 12 1rz 12 ;,�t = reasonable objection _ -- -- - New York NY 10024 Lavatory 1 Ur t t!r 1 12' 11r 1/2• 1212677-9794 10chen sink i lir 1 12' 1 121 12" Ur Any claims or disputes between the Contractor and the LgundryTub 112 112' 112' 117 12' -' ' _ �-»- Owner arising from this Agreement shall be resolved by _�`• £,r arbitration in accordance with the Construction Industry .� - -- .-'- Arbitration Rules of the American Arbitration Association 3FG =��1er�sk� All contractors and subcontractors shall work in harmony with others on the project and shall afford the Owner and other other subcontractors reasonable opportunity for the storage of materials and equipment Contractor shall pay for all labor,equipment, E? '(-"'--'f• t t materials,and services required to complete the Work as -, I - {; t.- Y!e a-'� •, ! described in the Construction Agreement as well as _ ._a.-' "1r. building permits and other governmental fees,licenses 4� •-==---• and inspections necessary for the proper completion of lfi - �—:.-'----.- the Work All Contractors and Subcontractors shall be bondable, licensed contractors,and will coordinate their work with ' that of other contractors so that all work will be in 'L- NO}�- =r�•...�ub�_.,., II harmony with the other contractors on the project _ -'-- -I 1-� _ „�f>�(.:�,Nl.4:A, ••r;.�,.o-` Payments will be made by the owner to the Contractor in 1 pl.P I _ accordance with the payment schedule stipulated in the agreement • � I -� �-��K,__IN *IiRftz- I :�". Payment may be withheld because of any of the: following conditions _lyEll.l�ffSl{ g• r =Elfifilr`= _. _ T`1IS-::.. a Defecbvework not corrected- - ...__ •WG:�f.LIG-• __�X,5F4O b Failure of the Contractor to make payments to HCM _ neh3Srn1S __ subcontractors or for materials,labor,equipment, or services c Failure of the Contractor to perform the work in accordance with the terms and conditions set forth ` _ pWry� in this Agreement d Legal or other claims by third parties relating to the Y WaTM, !,a., - work performed under this Agreement tl FAgreement payment shall become due when the Work of the is completed in accordance with the ' Wction Documents ontractor shall furnish the Owner with the ing certthcates of insurance in the amountsted or other amounts as required by law,whichever is greater t pp�� U-) 1{x,1 r�� I,1 /� a Workman's Compensation Insurance in the --= '_- L VI f5fl'1 t✓T' SGFI E /�f G_ amount of not less than$500,000 each occurrence _ and$500,000 aggregate for bodily injury including Personal Injury - b Property Damage in the amount of not less than $1,000,000 U ' c Comprehensive Automobile Liability in the amount of not less than$250,000 each person,$500,000 each occurance,and Property Damage in the amount of$100,000 each accident The Contractoms responsible for establishing, supert�tung.arid maintaining all safety perceutions m cbhaectidn witFfwork performed under this contract _ =FtihLl Ro The Contractor warrants to the Owner that all materials Cavanagh%Frank estdence and equipment required to complete the work on the House Renovation&Addition project shall be of good quality and new,unless 1 600 Ld0e Peconic Bay Road otherwise specified i Nassau Point,Cutchogue,New York 11935 The Owner reserves the right to occupy the budding rss pace,or such portions thereof as may be desired,at -'-- �P _ H' ny time without Invalidating this Agreement- - --' -- _ GtF. .__ Thomas F.Cavanagh AIA Architect . • - 219 W.81 St / i --_ New York,NY 10024 � :MSMe�71ooyN M-KEET SmS NU I I �if - tkNrlr+ta <SFo" I i 'Y�.1iC'�1;-istNNtfii :.8�#all *�-ray - _- L, •��- - - _ — - -__ -=- _ r - - � i ---- yZ �' -12 dt -4- 3.- 4_-- - - .Y(LN&fEt,1�4-'T'fcJt•I�Et waw - I I I i3 R+�flrrr+q a£a L3 VAZLOrt MCK-WA. ; t V4'-fe- _ I C I Rig - M-'a3`-G• '—Y�� -_ - •--erl"'='.E342Ya_ �.. _.�- I I i' �, - _ L� xi. N I tis AYSIFT. N _,,� I I - _ 'it1-:. tlsHet7. .I•,- .rA.:- F;" r ,,P' ,` u; -! :DT'GP 1717M4 -E 1Tl _.. 4 I —�IDkUTnUte* �k10LITIONo 'QP PX15TIOi - i 6OWFSTER8.1-,4AN1Nd'kWhy. - - '-'*i..�- --- - -•---- ---'- _,.$>- i:P1E,� - I f i{`rW A-,oceawj4`}yam -PLhNTINQ HED I I � zoNLR E �x15T'G..,�,��///1• II �{r,Ef�R��G'�r - 't I r'� ,rti� h - _ x. �, ,•,t.• SRF 6?iINK �� f1•. 3vy (G(ly�f l,a� Z:*°`�z3:ii eZ. P r _1fx1t�D sTaN�- I I _ ��. t`i ,_Ti>ti Q•cr � �6 _ - - iTAr{�ir�_cva� I I inn i _ - �-�'-:f1..�Y_f..a�9t�slFr �� ftrF1�J�11'� I ,`t �,,1.,- _ems•-_�I - 1�:-z 3 � p L1NE �$ _ avanagFi7FiankFtesidence ' ov - - -- -- - -_ t{ou:e Renovation& Addition � -TSG _ 6111 I } Y i' �I>Little Peconic Bay Road �- - _ --- '- _ N- ;. ssau Potn Culch__o ue,New Yorlc-�'1935�� ---- ". --r�rr - ••.�`���(�-`,•ny t•�' ^�. `t y,rt.:•--., b c CLIMATE AND GEOGRAPHIC DESIGN CRITERIA N STREET ADDRESS.- 600 LITTLE PECONIC BAY ROAD Thomas F. Cavanagh AIA; [REFER TO TABLE R301.2(1) OF THE RESIDENTIAL CODE OF NEW YORK STATE.] LOT NUMBERS REFER TO "MAP OF NASSAU POINT, Architect WIND SUBJECT TO DAMAGE FROM L. j AMMENDED MAP A" FILED IN THE SUFFOLK COUNTY 219 W. 81 St. GROUND SPEED * SEISMIC WEATHERING FROST LINE TERMITE DECAY WINTER ICE SHIELD �4U p CLERK6, 1922 AS MAP NO. 156.'S OFFICE ON AUGUST 1 SNOW `LOAD DESIGN DESIGN TEMP UNDERLAYMEN DEPTH CATEGORY REQUIRED IAZF3 P I New York, NY 10024 (MPH) R _ _ 212 877-9794 45 PSF Ito MPH EXEMPT SEVERE 3 FEET MODERATE SLIGHT TO t�d -� YES To HEAVY MODERATE _ I LITTLE PECONIC BAY ROAD N=MONUMEN T - ®=PIPE - - - - --- - WINTER SUMMER RESIDENTIAL CODE OF NEW YORK APRON e=STAKE List of Drawin TABLE N1101.2 DESIGN DESIGN ppYt C-1 Site Plan & General Notes CLIMATIC CONDITIONS-NEW YORK STATE DRY- DRY- COINCIDENT 83012.1.1 DESIGN CRITERIA. CONSTRUCTION REGIONS WHERE THE BASIC WIND SPEED FROM FIGURE S$S v2�50~E s ' BULB BULB WET-BULB DEGREE 94.52 EL 20.T CG.UNTY TEMP. TEMP. TEMP. DAYS ZONE R301.2ACCORDANCE (4) EQUAL OR EXCEEDS 110 MILES PER HOUR (177.1 KM/H) SHALL BE DESIGNED IN i C-2 First Floor Demolition Plan ACCORDANCE WITH ONE OF THE FOLLOWING. EL 28 2' •-^^-• , Suffolk It 83 74 5750 IIB UNDEFINED CURVE C-3 Second Floor Demolition Plan 1. PLANS HAVE GEED DESIGNED IN ACCORDANCE WITH THE AMERICAN FORkEST AND PAPER ASSOCIATION (AF7PA) - WOOD FRAME CONSTRUCIOTN MANUAL FOR ONE AND TWO FAMILY DWELLINGS (WFCM) ' 00• ' C-4 Foundation Plan - C-5 First Floor Plan GENERAL CONSTRUCTION NOTES FASTENING SCHEDULE 00• C-6 Second Floor Plan aR REFER TO THE NEW YORK STATE RESIDENCIAL BuaDiNG CODE TABLE R6O2.3(1) & R602.3(2). ' Z t�rai� IQ N SsEE G-lir r,'rF , _, ENERGY NOTES � C-7 Roof Plan (1) NO CONSTRUCTION OR DEMOLITION WORK TO COMMENCE BEFORE BUILDING DEPARTMENT 1:-THESE PLANS ARE IN srkuul GUNFORMANGE w1H I,E NEw YORK STATE ENERGY CONSTRUCTION -8 North Elevation CODES DATED MAY 2002. HAVING JURISDICTION ISSUES A BUILDING PERMIT. 2. THERMOSTAT TEMPERATURE CONTROL MAY NOT EXCEED 75 DEGREE F. FOR HEATING AND 70 DEGREE C-9 East Elevation ---" FOR COOLING PROVIDE EITHER SWITCH, CLOCK, OR MANUAL CONTROL SETBACK. C-10 South Elevation (3) ALL WORK SHALL CONFORM TO THE RESIDENTIAL CODE OF NEW YORK STATE AND SHALL CONFORM 3. ALL LAVATORY AND SHOWER FIXTURES PROVIDED WITH ENERGY CONSERVATION CONTROLS NOT TO TO ALL THE RECOMMENDATIONS AND REQUIREMENT5 OF ANY OTHER AUTHORITIES HAVING EXCEED 3.0 GPM. (n 4. INSULATION 70 BE INSTALLED IN A MANNER TO PROVIDE CONTINUITY OF INSULATION AND VAPOR � f7P. � (A C-11 West Elevation JURISDIGTION. THE CONTRACTOR SHALL OBTAIN AND ARRANGE FOR ALL REQUIRED PERMITS, BARRIER AT SILLS, CORNER PLATES, ETC. AR. t= , � ' ' 5. CAULKING/ WEATHER STRIP PROVIDED AT ALL WINDOWS, DOORS, SILLS CRACKS, JOINTS, WALL PANELS 111 0 - Typical al Sections INSPECTIONS,CERTIFICATES, TESTS AND SURVEYS. _ _ AND UTILITY SERVICE PROTECTORS, ETC. � (� 12 I Ve�IC - � C-13 Typical Framing Details 5) CONTRACTOR 15 REQUIRED TO PROVIDF_ HOMEOWNER WITH ALL REQUIRED LICENSES, INSURANCE 6. IFM/S .Ff. RATES ARE NOT 1 EXCEED THE FOLLOWING: WINDOWS 3CFM/SO.FT., SLIDING GLASS DOORS i Ut1L/ yp g 3 CFM/SQ.fT., SWINGING DOORS 1.0 CFM/SO.FT. ^ Pa-1 Rl C-14 Door & Window Schedule - CERTIFICATES AND INSURANCE COVERAOE'5. 7. ALL GLAZING SHALL BE INSULATED WITH U- FACTOR NOT TO EXCEDD .38 DD s B. ALL FOUNDATIONS PROVIDED WITH R-10 RIGID INSULATION MIN. 24' BELOW GRADE. `b) CONTRACTOR MUST TAKE ALL NECESSARY PRECAUTIONS AND ACTIONS TO SAFEGUARD THE RESIDENCE � aQA� � 245' & Details AND ITS CONTENTS FROM THE ELEMENTS DURING CONSTRUCTION. s. U-FACTOR FOR 'EXTERIOR DOORS' NOT TO EXCEED .40. ' N BLDG. i) CONTRACTOR TO FOLLOW ALL MANUFACTURERS SPECS FOR THE INSTALLATION OF EQUIPMENT, SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS 3 C-15 Plumbing Schedule & PRODUCTS AND SYSTEM EQUIPMENT. _ SHALL BE INSTALLED AS PER THE RESIDENTIAL NEW YORK STATE BUILDING CODE SECTION 8317 AND ON Schematic 9) NO DRAW 'IN65 SHALL BE SCALED;WRITTEN DIMENSIONS SHALL BE USED ONLY. MONOXIDE DETECTORS. Z = EL. 25.r S ;' o C-16 Courtyard Plan, Elevation z 10) ALL LUMBER FOR J015T5 AND RAFTERS SHALL BE HEM-FIR#2 HAVING A MIN. REPETITIVE FIBER o & Details 5TRE55 OF 850 P.5.1., MARKED PRIOR TO DELIVERY TO JOB SITE, AND A MIN. BEARING OF 4" EGRESS WINDOWS Y � � (UNLESS OTHERWI5E NOTED) v 8310.1.1 MINIMUM OPENING AREA. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A Z J N � 11) ALL ELECTRIC WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RESIDENTIAL CODE OF MINIMUM NET CLEAR OPENING OF 5.7 SQ. FT. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A NEW YORK STATE;GRAFTERS 33,34, 35,36, 37, 38, 39, 40,AND 42 AND ALL APPLICABLE MINIMUM NET CLEAR OPENING IG 5 SO.F7. p �p►J E 8310.1.2 MINIMUM OPENING HEIGHT SHALL BE 24' PROPOSED {=- LOCAL. CODES. 8310.1.3 MINIMUM OPENING WIDTH SHALL HAVE A NET CLEAR OPENING OF 20'. _ ADD/hON WALL A R310.1.4 OPERATIONAL CONTRAINTS EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE OPERATIONAL0.4'W 12) UNDERWRITER'S CERTIFICATE SHALL BE OBTAINED AND PRESENTED TO THE OWNER UPON COMPLETION FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. 21o5 EL 16.1' l EL. 14.9' ti > OF ALL ELECTRICAL WORK. �. __.... --- _ _._ Ed (24ow.) 26.5' 13 )ALL PLUMBING WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RE51DENTIAL CODE OF _ -._ _ __ NEW YORK STATE;CHAPTERS 25,26,2y28,29,30,31,AND'32 AND ALL APPLICABLE LOCAL CODES ^` 2 UNE OF (EXISTING) 1 CONCRf1E QEXISTING HOUSE AND HEALTH DEPARTMENT REQIUIREMENI'5. MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS 0 (TO BE REMOVED) 14) ALL AREAS WITHIN BATHROOM TO BE 5/8" WATER RE515TANT GYPSUM BOARD. UNE OF . 15) INSULATE ALL PIPING AND DUCTWORK IN ATTIC AND CRAWL SPACES WITH I" INSULATION ON ALL [REFER TO TABLE R301.4 OF THE RESIDENTIAL CODE OF NEW YORK STATE.] NEW ADDITION DUCTS;1 1/2" INSULATION ON ALL PIPING;3/4" INSULATION ON ALL WATER SERVICE SUPPLY PIPING. USE LIVE LOAD DEAD LOAD 0 (�'�� 1 SWRY � � t(2) CAULK AND FINISH ALL WINDOWS AND DOORS AS REQUIRED. r 2 (PROPOSED) FRAME HOUSE ) XTERIOR BALCONIES 60 PSF 10 PSF S' DECKS 4D FSF 10 PSF F.F. EL. 16.4' INSTALL 13) PROIDE AND INSTALL NALL MOLDIN I,51LL05, PENETRATIONS. 5 AND TRIM AROUND ALL WINDOW5 AND DOORS - PASSENGER VEHICLES GARAGES 50 PSF AS PER PLAN j•N PROPOSED _ AS -. -- - --- - - EL 12.4' --=------'-'-"- - ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 FSF 10 PSF _X A00/710N � (21) ALL WINDOWS THAT SERVE AS EMERGENCY EGRESS MUST COMPLY WITH R310 OF RGNY5. (io o (22) ALL INSULATION, WHICH 15 CAPABLE OF ABSORBING WATER',SHALL BE PROTECTED BY A VAPOR ATTICS WITH STORAGE (ROOF BELOW 3 PITCH) 20 PSF 10 PSF ' BARRIER LOCATED ON THE WINTER WARM SIDE OF THE INSULATION. INSULATION SHALL BE INSTALLED ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF £L 15.4 I IN SUCH A MANOR THAT PROVIDES CONTINUITY OF IN51ULAT16N AT PLATE LINES,SILL LINES AND SLEEPING ROOMS 30 PSF 10 PSF CORNERS AS PER R320 OF RGNY5. (23) ALL FOUNDATIONS SHALL REST ON UNGI5TURBED 501L OF 2 TONS PER SQUARE FOOT BEARING STAIRS 40 PSF 10 PSF 0. 1 CAPACITY;CONTRACTOR 5NALL HAVE THE LEVEL OF BEARING STRATA VERIFIED IN THE FIELD GUARDRAILS AND HANDRAILS 200 PSF 10 PSF 0.5W V D �I pARCEL, TI- PRIOR TO CONSTRUCTION. ROOF LOADING (LIVE = GROUND SNOW LOAD 12 PSF FOR !, (24) ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS OF AGI-301-Sq ADJUSTMENTS AS PER TABLE R301.5 OF THE 45 PSF ATTIC - L. 5.6 Zp N E ' WALL 0_51W" F NEW YORK STATE) 15 PSF FOR Q ' SPEGIFIGATIONS FOR STRllGTURAL CONCRETE FOR BUILDINGS" (fc=3pOOp.s.l.);REINFORCING STEEL RESIDENTIAL CODE OP10 LOT 242 BULKHEAD i SHALL CONFORM TO A5TM A-615 GRA!.,E 60. ALL FOUNDATIONS SHALL BE ADEQUATELY BRACED PRIOR CATH P/0 LOT 243 TO BACKFILLING. (25) ALL CONCRETE BLOCK SHALL CONFO?'1 TO A5TM 0-10 FOR GRADE "N" UNITS WITH TYPE "M" MORTAR. ALL MA50NRY WORK SHALL CONFORM 10 AGI 531-1Q. PROVIDE DUROWALL TRUSS TYPE REINFORCING Z a 01.6 EVERY OTHER COURSE(16" O.C.). PROV'�E MASONRY ANCHORS AT 16" O.G. AT ALL COLUMN,SPANDREL TABLE F STRUCTURAL L"'E ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS _ _ BEAMS, AND LINES OF BRIDGING. A C ( ei! $ �- /J (A , � �. '� •� (26) ALL MASONRY WORK SHALL CONFORM TO RbO6, R607,Rb08, 8611 AND R103 OF ROWS. qq It (21) ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE AI50 "SPECIFICATIONS FOR THE STRUCTURAL MEMBERS ALLOWABLE DEFLECTION EL 87 Zorl� ) NIA4 01 DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." STEEL SHALL CONFORM RAFTERS HAVING SLOPES GREATER THAN 3/12 I /• ' �^`� "{ a ` ` A�''�" 180 TO ASTM A-36 AND A-501. ALL GONNEC•TIONS SHALL USE A=325 HS BOLTS OR E70XX WELDS. STEEL WITH NO FINISHED CEILING ATTACHED TO RAFTERS (bS JOISTS MANUFACTURERS DESIGN AND ERECTION SHALL CONFORM TO SJI SPECIFICATIONS. INTERIOR WALLS AND PARTITIONS H/tso (28) PROVIDE SINGLE-STATION SMOKE-DETECTING ALARM DEVICES ON EACH FLOOR AND ONE PER BEDROOM _-- A5 PER R311 OF RGNY5. FLOORS AND PLASTERED CEILINGS L/360 J 5f T (2q) RAILINC75 AND HANDRAILS,BOTH INTERIOR AND EXTERIOR,SHALL BE DE516NED TO RESIST LATERAL i ALL OTHER STRUCTURAL MEMBERS L/240 33 _ IMPACT AT TOP EQUIVALENT TO A MIN, LINEAR LOAD OF 50 Ibs. PER FOOT AS PER 8315 AND R31697.33 z , EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 CK i 97' OF RGNY5. - (30) STAIRS,DOORS AND EXITS SHALL COMPLY WITH R311,R312, AND 8314 OF RGNY5. EXTERIOR WALLS - WIND LOADS ' WITH L °'077' BRITTLE FINISHES /240 i � ! » AnHG poCK / � �R.oM F/RM . � (31) GLAZING IN DOORS,SHOWER STALLS,FIXED PANELS AND BATHTUB ENCLOSURES SHALL COMPLY WITH EXTERIOR WALLS - WIND LOADS ' WITH L/240 •p? 57 W DOCK FL ,a` FLOOD Zo"1 R308 OF RGNY5. FLEXIBLE FINISHES S7/ �/' 1. 3&/o3 C 5o2 G 514-198 (32) FOAM PLASTIC INSULATION SHALL COMPLY WITH R318 OF RGNY5. /��0 NOTE: L = SPAN LENGTH, H = SPAN HEIGHT (33) DOUBLE ALL BEAMS AND JOISTS UNDER PARALLEL PARTITIONS AND AROUND OPENINGS IN FLOORS AND SNE o CES- ROOFS. 1. THE WIND LOAD SHALL BE PERMITTED TO pA9 POND E WALLS (34) PLYHOOD LED AS PER R503 OF RrNY5. BE TAKEN AS 0.7 TIMES THE COMPONENT AND �+.! , A AND 5� (35) CHIMNEY CONSTRUCTION ION SHALL CONFORMLOORIN6 SHALL BE TOCHAPTER IO AND 16 OF RGNY5. DETERMININCLADDING G DEFLECTIONADS FOR ELIMTSPOERESE OF THE �'*Nrj �E'1' '�$7 sr ''r HWN ALONG BULKHEAp (36) CHIMNEY OUTLETS SHALL NOT BE LOWER THAN TOP OF ANY WINDOW WITHIN 20 FEET,NOR LESS THAN r j,-i�+Y "" Rev 15 is N 2 FEET ABOVE THE COMBUSTIBLE PAkT OF THE ROOF OR BUILDING WITHIN 10 FEET, BUT SHALL NOT bM� ---r 0 L BE LE55 THAN 3'-0" ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF 518 2 0- ZO -- � � �-� �- --- •- --- �- Cavanagh / Frank Residence AS PER RI001.6 OF RGNY5. 6$, ' House Renovation & Addition • (31) ATTICS TO HAVE ACCESS AND GROSS VENTILATION AS PER 8806 AND 8801 OF RGNY5. { '" N V 1, -'1 V. rTa87% AREA=29, ; { (38) CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING AREAS LEFT EXPOSED AND/OR DAMAGED DO TO 'r0 11E GOO Little PeCOnIC Bay Road THIS ADDITION WITH SIMILAR MATERIALS OR AS DIRECTED BY OWNER. �'� G � `1 68� �, (Nassau Point, Cutchogue, New York 11935' (34) PLACE HURRICANE CLIPS ON ALL ROOF RAFTERS, ELEVA TIONS REFERENCED AND SKYLIGHT OPENINGS. N 1 _ ; -: SEE �2 c�l� C•At-Gv�.��'iQn ;: -- (40) PUT DOUBLE HEADERS AND TRIMMERS AROUND ALL STAIR / "- (41) ALL PE TO MINIMIZE ARKLEAKAGE OUTLETS TO BE EQUIPPED WITH TIGHT SHUT DAMPER AT BUILDING TO N.G. V. ^' ti C. N 49618 i s, i (42) PROVIDE MINIMUM IOOcfm MECHANICAL EXHAUST FROM BATHROOMS AND MINIMUM 150cfm MECHANICAL /C S VENTILATION IN KITCHEN AREAS. � (631) 765- 5-1797 (43) PROVIDE COMBUSTION AIR FOR FUEL BJRNING EQUIPMENT AS PER CHAPTER Il OF RGNY5. SCALE 1'==30 oP.0. BOX 909 o LRtJ`� (44) BOILERS AND HOT WATER HEATERS A5 PER CHAPTER 20 AND 28 OF RGNYS. FEBRUARY 15, 2006! 12,30 TRA VELER 6--11 (45) FUEL GAS EQUIPMENT A5 PER GHAPTEF,24 OF RGNYS. - SOUTHOLD, N. Y. 11971 SIC,1}I1G DR �aN�G (46) PROVIDE SIMP50N STRONG TIE JOIST HANGERS AT ALL FLUSH HEADER CONDITIONS. �,►�� % _ _.. Thomas F. Cavanagh AIA Ic Architect 219 W. 81 St. it 2�}' c ��.� MN. ��n� New York, NY 10024 s `rF� ~ - r' L. Ir .. !� ,X 1 , I.r��, s vl 212 877-9794 " _ �• r,, i =1�A" SL-A 33 MI W2r�- 1GK �. 5 ff _. ` yr i M I 52-E2 C19 ,-.r -Ev - '' ✓. ' '~ I .__f„9:...�1 4— jj � 15��r f011 N CJA'�l O N WALE- i I� s' l ' if'. Jl Ir /s Je � �;, { �/y ry�✓ I "4: �F V `_/fit yy f /Jj /�� ++ /� . .'. - _ ��. 1. :�t�v'I. { i ••w.i.. "' � MAIN qtr W-�. ,3PCK �RRI1� D'n R� �7oC .,,.• '� L-,�,� it ri d <k • � j,� �' �r'1' — --- — — — r I ; ' u. ti .o• ' -�trm �rc .R)Rip � `' � \ U � ,• RVM&Vl' FWKYi •4ONC,RLrvC,k� �XIt U� � ,, 1 I ' #'�I � r�rctH� �v �o 4 "WW, o 314 Sy � 7 O — r ¢�: T��r.co{. --i i=A B L%pEv T-, o'fi f�M �I rl,. 0'-0"r7U M I%X W i N pa W - L�- 13 NES 0 1✓Xtr3—16 30 Sf; c�tR>� F� c`� ! r.©n D .1C)I S �' I l f?p j 3 SROM ►S'f . D=p"(7A�'.'/UM ( `GiF3F�LS AGS '. E� 13P I � tr I - �fS��i""--�j I� �f�lei 1-1!71`1 �f�`l" I r�•' =-�3�A��.�t`l�l� ''.!`11�''I. 1�' GLGi31� :�� �A���% �� - , � � ' r • � � � = =-.�.1A��1-�..� {'Rf�-C�' I = � � �� I�A`r•'E� ���� �C�1��Gi�j � ' � .1 I CX .. IV F 1 pNCIS 10 c1l" 'to PATION 020171 i YS ..a t �Fl P111`I Pti 5 G'15 AD!' r. . .. 12 o � -..__.._ .w.� ...w._ -... t. - ot�`yp� ES1 -c�'' P _ Kt .�'{�' FL 5N�'E �k y� V � C Cavanagh / Frank Residence HOU-se. Renovation & Addition N , _... . ._. _. ._._ ._..-...._........ ....._. I «s. enova ion A i ion y Lay Road Nassau Point, Cutchogue, New York 11935 . a—St1,a- s_,.,C.Y ,a'.C[Y,.ti--ts=.-c-x-r.—e'sar.' .«.+_•..•...Y..s+._. +.•.a+.WypµaaawwNwy+.r a... ......r.......n........ ... _... ... .- - .... --. ,- ..__ -.__ -... .-_ .-.. n • -I�iF-� ��-ta�' ,� I�}/off '�}�� 1 - . } „ Thomas F. Cavanagh AIA z Architect 2 219 W. 81 St. ;:,.....s .. ------i` P' z New York NY 10024 212877-9794 b f"" _ _ NO I'D I I Er-P� I 2 . I N DICE-rte", f T 1 1-05ATION . OF. +40;24Z, 3-0 JO — 3,� 2, 2-11 Z 2't1 .� 3a 3'? �, 3,�� N 2� OFA T - - - ON, ec.t fir_ Or VIM b' -# 0CAT 1 ON fes- , O -rp 1_2 U-9 � SND 11N YM CC Z N' _ - .. 1 T a�EN �p F)f �'� _ — _ _1 �T zit U. I , 0 32 � �`►'(' :i2�g I IIT!2-3.. -U0 ri F -- A A - - - ' 0 -_ - - - ;� - - -- -- GYIf1, 'rip rI. c,`(� r��M(-�111 1�/C 1 T. c1� D�. r' t hti OW51 — - ------- T M f~. 1NTI L ?C15 i' I,, 1M111=�_ -rO FF-Me'ISI - Iii i --{-- F. E X 15T. LIVI NC KM. O" G 1.ATTIC.I- i � I • �T�t � �.� t `r! '._�._�... �� q__ I i _ m t 1 L I �►' �l.I-ly I,a��-�a W t r I _ _ - f y _t4 co" 2 N .. 1 , f;�nlo t3 r�I.Ct�N`� f� /E _. ._ -- rI1/Z I 61� A 6rL// ~� �� 't �l � 020771 T T I, r�.i i t 115 2 ,,t 3 ! � f f —"I D , _ -t Y 37 - -� -_ I � I _ - � o T�.S -�_ �'- =- T3tow "INc� �C� ��toNS Cavanagh / Frank Residence 'tryE PRI3ol� p .��4I,IGN ;N _� ' House Renovation & Addition r30V� -��� ' --�- 600 Little Peconic Bay Road Nassau Point, Cutchogue, New York 11935 I9.•m. �N��`� OCCUPANCY OR USE IS UNLAWFUL CTION SHALL WITHOUT CERTIFICASE �'TIaCOREQJ�RE EN7S OF THE ®� OCCUPANCY 1l.e..co9ra or.PgErl Yol STATE. w i� � APP 0 ED AS NOTED COMPLY WITH CHAPTER*4 FLOOD DAMAGE PREVEt�+�T - DATE: B.P.# >rOUTHOLD TOWN CODE. FEE: I� BY: NOT IF BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE V:a F'#f.lITERSCERTIFVK FOLLOWING INSPECTIONS: REQ�r^�® 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION CERTf FICATION Or'" 4. FINAL - CONSTRUCTION MUST NAILING & COhNECTt�","`' BE COMPLETE FOR C.O. REG���l�R�'0. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK . NOTFOR PLUMBING DESIGN ORECONSTRUCT ON RESPONS(BLE ERRORS. ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVER "a COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOUTNOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD -2 SOUTHOLD TOAN. TRUSTEES IV N.Y.S.DEC FTETAI*1 STORA4 WATER RUNOF -' PURSUANT TO SECTION 45-1 OC 07 THE TOV!N CODE. PLUV3ER CERTIFICATION ON L&.D CO"(TENT VEFOnE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2%10 OF-I%LEAD. CLIMATE AND GEOGRAPHIC DESIGN CRITERIA N STREET ADDRESS.• 600 LITTLE PECONIC BAY ROAD Thomas F. Cavanagh AIA'. [REFER TO TABLE 8301.2(1) OF THE RESIDENTIAL CODE OF NEW YORK STATE.] • Architect LOT NUMBERS REFER TO 'MAP OF NASSAU POINT, WIND SUBJECT TO DAMAGE FROM ` =" ' AMMENOED MAP A" FILED IN THE SUFFOLK COUNTY219 W. 81 St. GROUND * SEISMIC WINTER ICE SHIELD : � SNOW"LOAD SPEED DESIGN WEATHERING FROST LINE TERMITE DECAY DESIGN TEMP UNDERLAYMENT 1.04 I CLERK'S OFFICE ON AUGUST 15, 1922 AS MAP NO. 156. New York NY 10024 (MPH) CATEGORY DEPTH REQUIRED -l .rZARp• _ - 212 877-9794 45 PSF '120 MPH EXEMPT SEVERE -3 FEET MODERATE SLIGHT TO YES 40f.5 C ' -- -.�w LITTLE PECONIC BAY ROAD TO HEAVY MODERATE I ®=MONUMENT ._ _.._._.._...._ e=PIPE .._. --• -- WINTER SUMMER p A-STAKE List of Draw*n S TABLEN1101.2 DESIGN DESIGN RESIDENTIAL CODE OF NEW YORK 1 APRON CLIMATIC CONDITIONS-NEW YORK STATE I DRY- DRY- COINCIDENT p �j C-1 Site Plan & General Notes 83012.1.1 DESIGN CRITERIA. CONSTRUCTION REGIONS WHERE THE BASIC WIND S�EEO FROM FIGURE ' S88'02'5O»E 1 C-2 First Floor Demolition Plan BULB BULB WET-BULB DEGREE ---- R301.2 (4) EQUAL OR EXCEEDS 110 MILES PER HOUR(177.1 KM/H) SHALL B[ DESIGNED IN I. 4.52 EL. 20.7 , COUNTY a TEMP. TEMP. TEMP. DAYS ZONE ACCORDANCE WITH ONE OF THE FOtUOWING. i1 `-Suffolk a 83 74 5750 f1B ;' E` 28r UNDEFINED CURVE ` C-3 Second Floor Demolition Plan 1. PIANS HAVE BEED DESIGNED IN ACCORDANCE WITH THE AMERICAN FORREST AND PAPER ASSOCIATION � ' (AF7PA) -WOOD FRAME CONSTRUCIOTN MANUAL FOR ONE AND TWO FAMILY DWELLINGS (WFCM) 0e• j C-4 Foundation Plan GENERAL CONSTRUCTION NOTES FASTENING SCHEDULE 00 1 ,� C-5 First Floor Plan REFER TO THE NEW YORK STATE RESIDENCIAL BUILDING CODE TABLE R602.3(I)& R602.3(2). ' ,b C-6 Second Floor Plan • (�� SE��• �-i,5 ' ENERGY NOTES � C-7 Roof Plan (1) NO CONSTRUCTION OR DEMOLITION WORK TO COMMENCE BEFORE BUILDING DEPARTMENT 1.THESE PLANS ARE IN STRUCI' CUNFORMANCE''WOH 1nE NEW YORK STATE ENERGY CONSTRUCTION C-8. North Elevation HAVING JURISDICTION ISSUES A BUILDIN6 PERMIT. CODES DATED MAY 2002. ,f I - C-9 East Elevation ... ., 2. THERMOSTAT TEMPERATURE CONTROL MAY NOT EXCEED 75 DEGREE F. FOR ELATING AND 70 DECREE ___.. _r___._._._. - - ---.--.•-.,-•-- --.-----.-.---_..__�.__., �._„ FOR COOLING PROVIDE EITHER SWITCH, CLOCK, OR MANUAL CONTROL SETBACK. I (3) ALL WORK SHALL CONFORM TO THE RE-51DENTIAL CODE OF NEW YORK STATE AND SHALL GONFO 18'8 3.ALL LAVATORY AND SHOWER FIXTURES PROVIDED WITH ENERGY CONSERVATION CONTROLS NOT TO TO ALL THE RECOMMENDATIONS AND REQUIREMENTS OF ANY OTHER AUTHORITIES HAVING EXCEED 3.0 GPM. 2 C-1 O South Elevation 4. INSULATION TO BE INSTALLED IN A MANNER TO PROVIDE CONTINUITY OF INSUATION AND VAPOR Q 148. W C-11 West Elevation JURISDICTION.THE CONTRACTOR SHALL OBTAIN AND ARRANGE FOR ALL REQUIRED PERMITS, BARRIER AT SILLS, CORNER PLATES, ETC. GAA, Q= , INSPECTIONS,CERTIFICATES,TESTS AND SURVEYS. 5. CAULKING/ WEATHER STRIP PROVIDED AT ALL WINDOWS, DOORS, SILLS CRACKS, JOINTS, WALL PANELS m C-12 Typical Vertical Sections __ _- AND UTILITY SERVICE PROTECTORS, ETC. l� N 5) GONTRAGTOR 15 REQUIRED TO PROVIDE HOMEOWNER WITH ALL REQUIRED LICENSES, INSURANCE 6. INFILTATION RATES ARE NOT TO EXCEED THE FOLLOWING: WINDOWS 3CFM/SQ.T., SLIDING CLASS DOORS 1 y U11UTY C-13 Typical Framing Details 3 CFM/SQ.FT., SWINGING DOORS 1.0 CFM/SQ.FT. I� POLE CERTIFICATES AND INSURANCE COVERAGE'S. 7. ALL GLAZING SHALL BE INSULATED WITH U- (ACTOR NOT TO EXCEDD.38 C-14 Door & Window Schedule '6) CONTRACTOR MUST TAKE ALL NECESSARY PRECAUTIONS AND ACTIONS TO 5AFEWARD THE RESIDENCE B• ALL FOUNDATIONS PROVIDED WITH RVOT RIGID INSULATION MIN. 24"BELOW GRADE. 2 VWLL 1 m I 9. U-FACTOR FOR "EXTERIOR DOORS" NOT TO EXCEED .40. i � p 24.5• & Details AND ITS CONTENTS FROM THE ELEMENTS DURING CONSTRUCTION. I � N Q cRA� 4 BLDG. C-15 Plumbing Schedule & iJ CONTRACTOR TO FOLLOW ALL MANUFACTURERS 5PE05 FOR THE INSTALLATION OF EQUIPMENT, SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS PRODUCTS AND SYSTEM EQUIPMENT, SHALL BE INSTALLED AS PER THE RESIDENTIAL NEW YORK STATE BUILDING CODE SECTION R317 AND ON Z Schematic q) NO DRAWIN65 SHALL BE SCALED;WRITTEN DIMENSIONS SHALL BE USED ONLY. MONOXIDE DETECTORS. = EL. 25.1' l 1s�o0 z C-16 Courtyard Plan, Elevation 10) ALL LUMBER FOR J015T5 AND RAFTERS SHALL BE HEM-FIR#2 HAVING A MIN.REPETITIVE FIBER sTePs o & Details STRESS OF 850 F.5.1.,MARKED PRIOR TO DELIVERY TO JOB SITE,AND A MIN. BEARING OF 4" EGRESS WINDOWS Y �, 1 (UNLESS OTHERWISE NOTED) R310.1.1 MINIMUM OPENING AREA. ALL EMERGENCY ESCAPE AND RESCUE OPENI4CS SHALL HAVE A N O 11) ALL ELECTRIC WORK SHALL BE PERFORMED IN 5TRCT COMPLIANCE WITH THE RE51DENTIAL CODE OF MINIMUM NET CLEAR OPENING OF 5.7 SQ. FT. EXCEPTION: GRADE FLOOR OPENIKGS SHALL HAVE A Z G f t MINIMUM NET CLEAR OPENING OF 5 SQ.FT. O dtj E X O D - NEW YORK STATE;CHAPTERS 33,34,35,36,37, 38,3q,40,AND 42 AND ALL APPLICABLE R310.1.2 MINIMUM OPENING HEIGHT SHALL BE 24' -J PROPOSED LOCO GODE5. 8310.1.3 MINIMUM OPENING WIDTH SHALL HAVE A NET CLEAR OPENING OF 20". _ ADD177ON WALL Iv EME12) UNDERI^IRITER'5 CERTIFICATE SHALL BE OBTAINED AND PRESENTED TO THE OWNER UPON COMPLETION FROMITHE UNSDEIONAL OF THEONTRAINTS ROOM WI HOUTGENTHEYUSE OFEKEYS OR TOOLSPENING iHALL BE OPERATIONAL U nt ELAND RCUE 161 J EL. 14.9' O4'W D OF ALL ELECTRICAL WORK. J (PROP) 26.5' � 13) ALL PLUMBING WORK.5HALL BE PERFORMED IN STRICT COMPLIANCE WITH THE,RE51DENTIAL CODE OF ----- -- -_- tai 24.1' NEW YORK STATE;CHAPTERS 25,26,27,28,2q,30,31,AND 32 AND ALL APPLICABLE LOCAL CODES Z UNE OF (C)OS71NG) I CONCRETE' AND HEALTH DEPARTMENT REQUIREMENr5. MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS Q 07S77NO HOUSE 14) ALL AREAS WITHIN BATHROOM TO BE 5/8"WATER RE515TANT GYP5UM BOARD. p (TO 8E REMOVED) UNE OF 15) INSULATE ALL PIPING AND DUCTWORK IN ATTIC AND CRAWL SPACES WITH I" INSULATION ON ALL [REFER TO TABLE R301.4 OF THE RESIDENTIAL CODE OF t.EW YORK STATE.] � NEW ADOrnoN DUCTS; 1 1/2" INSULATION ON ALL PIPING;3/4" INSULATION ON ALL WATER SERVICE SUPPLY PIPING. USE LIVE LOAD DEAD LOAD (�e�t 16MRY 16) CAULK AND FIN15H ALL NNOOW5 AND DOORS AS.REQUIRED. EXTERIOR BALCONIES 60 PSF 10 PSF (PROPOSED) Fl?AME MOUSE' ) N 17) INSTALL METAL FLASHING AROUND ALL ROOF PENETRATIONS, PECKS 40 PSF 10 PSf F.F. EL. 16.4' // m . 15) PROVIDE AND INSTALL ALL MOLDIN65,51LL5,5TOOL5 AND TRIM AROUND ALL WINDOWS AND DOORS 10 PSF 10 PSF _ A5 REQUIRED. __ PASSENGER VEHICLES GARAGES 50 PSF AS PER PLAN �` •ty PROPOSED N I) CA ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) X 7 ADDITION PR EL 12.4' W (2All WINDOWS THAT SERVE A5 EMERGENCY E6RE55 MUST COMPLY WITH R310 OF RGNYS. _ (22) ALL INSULATION,WHICH 15 CAPABLE OF ABSORBING WATER,SHALL BE PROTECTED BY A VAPOR ATTICS WITH STORAGE (ROOF BELOW 3 PITCH) 20 PSF 10 PSF BARRIER LOCATED ON THE WINTER WARM SIDE OF THE INSULATION. INSULATION SHALL BE INSTALLED ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF � EL. 15.4' IN SUCH A MANOR THAT PROVIDES CONTINUITY 0" INSULATION AT PLATE LINES,SILL LINES AND SLEEPING ROOMS ' CORNERS AS PER 8320 OF RGNYS. , 30 PSF 10 PSF - {.J-EX 1S� P�Pos P STAIRS 40 PSF 10 PSF FE (23) ALL FOUNDATIONS SHALL REST ON UNDISTURBED 501L OF 2 TONS PER 5QUARE FOOT BEARING �P 1 ' f7�GK'I"C� 114` 1,ow CAPACITY;CONTRACTOR SHALL HAVE THE LEVEL OF BEARING STRATA VERIFIED IN THE FIELD GUARDRAILS AND HANDRAILS 200 PSF 10 PSF -. 0.5W 2G�G U PARCEL, L' PRIOR TO CONSTRUCTION, ROOF LOADING (LIVE = GROUND SNOW LOAD 12 PSF FOR ' r ' (241 ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS OF AGI-301-8q ADJUSTMENTS AS PER TABLE 8301.5 OF THE 45 PSf ATTIC t N E '`� WALL "SPEGIFIGATIONS FOR STRUCTURAL CONCRETE FOR BUILDING5" (fc=3,000p.5.t);REINFORCING 5TEEL RESIDENTIAL CODE OF NEW YORK STATE) 15 PSF FOR Z� 1 �RQ n L. 5.6 0.3'W SHALL CONFORM TO A5TM A-615 GRAM:60. ALL FOUNDATIONS SHALL BE ADEQUATELY BRACED PRIOR CATH 1 P/0 LOT 242 BULKHEAD TO BACKFILLING. P/D LOT 243 ` 0.3'E (25) ALL CONCRETE BLOCK SHALL CONFOP''I TO ASTM 0-q0 FOR GRADE "N" UNITS WITH TYPE "M" MORTAR. I--«� -w•�r-__ _---------_ -_� _._.. '-� SQA fall ALL MASONRY WORK SHALL CONFORM 10 AGI 531-71.PROVIDE DUROWALL TRUSS TYPE REINFORGIN6 2 s Loy EVERY OTHER COURSE(16" O.G.). PROV:7E MASONRY ANCHORS AT Ib" O.G. AT ALL COLUMN,SPANDREL TABLE R301.6 BEAMS,AND LINE5 OF BRIDOIN6. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ,2 ' C \ref (26) ALL MASONRY WORK SHALL CONFORM TO RbO6, R60-1,R608,8611 AND R-103 OF RGNY5. v N (2-1) ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE AISG "SPECIFICATIONS FOR THE STRUCTURAL MEMBERS ALLOWABLE DEFLECTION EL. 8.7' � r� IbNo DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." STEEL SHALL CONFORM RAFTERS HAVING SLOPES GREATER THAN 3/12 ' Bpd`• t+i a A' h TO ASTM A-36 AND A-501. ALL GONNEGTION5 SHALL USE A-325 H5 BOLTS OR MOXX WELDS,STEELWITH NO FINISHED CEILING ATTACHED TO RAFTERS L/180 �h F�ARcfs JOISTS MANUFACTURERS DESIGN AND ERECTION SHALL CONFORM TO 5JI 5PECIFICATION5. a •IV�• 11 INTERIOR WALLS AND PARTITIONS H/180 (28) PROVIDE SINGLE-STATION SMOKE-DETECTING ALARM DEVICES ON EACH FLOOR AND ONE PER BEDROOM / A5 PER 8317 OF RGNYS. FLOORS AND PLASTERED CEILINGS L/360 (211) RAILINCS AND HANDRAILS,BOTH INTERIOR AND EXTERIOR,SHALL BE DES16NED TO RESIST LATERAL ALL OTHER STRUCTURAL MEMBERS L/240 ^y „ "'-" ' 1 IMPACTORCNYAT S. TOP EQUIVALENT TO A MIN.LINEAR LOAD OF 50 lbs. PER FOOT AS PER 8315 AND 8316 EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 D)� 97' "" (30) STAIRS,DOORS AND EXITS SHALL COMPLY WITH 8311,R312,AND 8514 OF RGNY5. I EXTERIOR WALLS - WIND LOADS WITH L/240 BRITTLE FINISHES w nNG D FIRM '� (31) GLAZING IN DOORS,SHOWER STALLS,FIXED PANELS AND BATHTUB ENCLOSURES SHALL COMPLY WITH EXTERIOR WALLS - WIND LOADS " WITH �. . -�'S7 W DOCK FLOA �Goa� ZpNEs F2o,�, I L/240 ( �' 0 r D u 8308 OF RGNYS. I FLEXIBLE FINISHES S7^ -/ �ry0 3103 C 502 G 5/`I�98 (32) FOAM PLASTIC INSULATION SHALL COMPLY WITH FR318 OF RGNY5. (33)ROOFS ALL BEAMS AND JOISTS UNDERNOTE: L = SPAN LENGTH, H = SPAN HEIGHT PARALLEL PARTITIONS AND AROUND OPENINGS IN FLOORS AND 1 THE WINO LOAD SHALL BE PERMITTED TO gULKHE%D PARCEL 2 �rjD /�,�� WALLS BULKHEAD SP (34) PLYWOOD SUBFLOORING SHALL BE INSTALLED A5 PER 8503 OF RGBE TAKEN AS 0.7 TIMES THE COMPONENT AND NYS. 'w J STONE �'nf TA / "', AND (35) CHIMNEY GONSTRUGTION SHALL CONFORM TO GRAFTER 10 AND 18 OF RGNYS, CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. 81 fT / 187.6 H WN ALONG (36)CHIMNEY OUTLETS SHALL NOT BE LOWER THAN TOP OF ANY WINDOW WITHIN 20 FEET,NOR LE55 THAN M' 2 FEET ABOVE THE COMBUSTIBLE PAkT OF THE ROOF OR BUILDING WITHIN 10 FEET,BUT SHALL NOT p�I '%W BE LE55 THAN 3'-0" ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THROU6H THE ROOF 2 L �' S 6'�� �Q - -- "� A5 PER RIOOI.b OF RGNY5, .,, Cavanagh / Frank Residence (37) ATTICS TO HAVE ACCESS AND GROSS VENTILATION AS PER 8806 AND 880"1 OF RGNYS. I ( �( .. ` +d' �. �,,g'f°Jb AREAs29f1�';;; �, House Renovation &Addition (38) GONTRAGTOR SHALL PATCH AND REPAIR ALL EXISTING AREAS LEFT EXPOSED AND/OR DAMAGED DO TO I I � r�..d ` f•.z THI5 ADDITION WITH 51MILAR MATERIALS OR AS DIRECTED BY OWNER. d S' �' ccv f� ' TO TIE IN 600 Little Peconic Bay Road r� .n 5.> >:A` `; r`',' A' S, r Nassau Point Cutcho ue New York 11935 (31) PLACE HURRICANE GLIP5 ON ALL ROOF RAFTERS. 'O"6� + g ELEVATIONS REFERENCED (40) PUT DOUBLE HEADERS AND TRIMMERS AROUND ALL STAIR AND 5KYLIGHT OPENIN65. (41) ALL SUPPLY EXHAUST INTAKE AND OUTLETS TO BE EQUIPPED WITH TI6HT SHUT DAMPER AT BUILDING TO N.G. V.D.. ENVELOPE TO MINIMIZE AIR LEAKAGE. ' -' I`N;YS'u�--GIC. r`•NO 49618; (42) PROVIDE MINIMUM IOOcfm MECHANICAL EXHAUST FROM BATHROOMS AND MINIMUM 1506fm MECHANICAL - ECONIC S`, ME,YORs-.: VENTILATION IN KITCHEN AREAS. 1000-111-14-13 1 (631)c765-5(�2F,4'X��"$;;31)s,' (43) PROVIDE COMBUSTION AIR FOR FUEL JRNING EQUIPMENT A5 PER CHAPTER 11 OF RGNY5. SCALE. 1 =30� 909"-­`1!'­'- f L (44) BOILERS AND HOT WATER HEATERS AS PER CHAPTER 20 AND 28 OF FEBRUARY 15 RGNY5. P.D. 80X 0• , 2006 1230 TRA VEL ER (45) FUEL GAS EQUIPMENT AS PER CHAPTEP 24 OF RGNY5. 06-114 SOUTHOLD, N. Y. 11971 �GRI1G (46) PROVIDE SIMPSON STRONG TIE JOIST+iAN6ERS AT ALL FLUSH HEADER CONDITIONS. Ufa 11 I� or tiom . II I 'Thomas F. Cavanagh AIA Io}-- 'fixRV-TRININGI WK--l- ,- - - -- (Architect I I 219 W. 81 St. New York NY 10024 212 877-9794 1 i r--r i t�` IF- __._7 . + NO�JOFK I NI '(i-1 le, PRPP I T t I XIS C�aQ �� sip_ I _ T — _ - I I- -I r- -j �-•.�-_.�.. ..� ' I I 1 l.5 } �y15 . Pf-(y I� (., NtG, s IA 5-bN I?F?P -- -- - - -h I � � i ! I I _ � �-_..- –1—R I �i��rlov>;:�X l� • cnc I;�II=T� �e GYI 6 LO �.-- �� I 1 ! IIK IIf GANG:WC-)�4- I it . t4 p "Iei'r 5qul( F6! r r •1'o lea !W-1 1-tt i ��rlo�tE {,-yC o rr-)NI,- Tr1> f NFItN (���pY� �Xi�ii•f I I t l ` ' Gol'�c• l��c- -�I T-tVIII FoO �X � X► .[ tjnA agp 00tj I I �rloLtI-i F-y . - - _% !vo 14- !S ;1111"(I-II A Na >�o Rf�, ,lTN I lIif i5� - �- I I 1..1 .: GONG 505 ON-61 FAPl% II+ i Area Calculations Town of Southold 100-244. Nonconforming lots k IT o2T71 B. (Amended 3-4-1997 by L.L.No.5-1997) Such lots shall be required to meet the following 1 FLOOR DEMOLITION NOTES Area Sq.Ft Lot Coverage Front (Ft.) Side (Ft.) Yard Both Rear(Ft.) 1. INTERIOR DEMOLITION INCLUDING FRONT KITCHEN WALL WILL BE DEMOLISHED Sides (Ft.) AS A SEPARATE PHASE AFTER NEW KITCHEN IS IN PLACE 20,000 to 20% 40 15 35 50 2. COORDINATE REMOVAL OF DROP SIDING, SHEATHING AND INSULATION WITH 39,999, NEW CONSTRUCTION WORK 3. ALL AREAS TO BE WEATHER PROTECTED AT THE END OF EACH WORK DAY Existing Lot Area Parcel 1 31,363 Sq. Ft. Cavanagh / Frank Residence Existing Floor Area 2,470 Sq. Ft. House Renovation & Addition Existing Lot Coverage 7.87% 1600 Little Peconic Bay Road (Nassau Point, Cutchogue, New York 11935 Proposed New Floor Area 2,800 Sq. Ft. Proposed New Deck 550 Sq. Ft. T:: , J. Total Proposed New Floor Area 3,350 Sq. Ft. [ _� Mow � �� � F�� Proposed Lot Coverage 10.68% C 2 Rt�- p s H� � I Thomas F. Cavanagh AIA I-- _ _ _ _ - -- -- I- ._ s. - - _ _ Architect I I ' 219 W. 81 St. New York, NY 10024 _ I i 212 877-9794 R FMOVEF i I I } ( II I l � F� �\ r - - - - -� I I I ,- I �p11,10 E f,1,Kff, 'Hn 114 .. 1 1 �-�- (-T _I I �� - - -- -- pf1 �I ION �- 11 Ifi € �I;- I�l�Ipi I ,I ' Tp- - 1 I%1NE::c� MFS► �'�L� � �-1_ �_ -'-�l f � -I '-I l'�l;FSM 15"M IN 4fa�. : K ...w.,__.�w I I 1 IMJ FW-T: I1Ai:l,�i' I I GENERAL DEMOLITION NOTES # Ft AnClg L REMOVE CONCRETE R ,� N _.,..-.__._ i 1. CONTRACTOR TO PROTECT EXISTING AREAS TO REMAIN 1 23. ETAINING WALL � 2. ALL EXISTING DROP SIDING TQ BE REMOVED 4. REMOVE CONCRETE WALKWAY ~' 3. REMOVE ALL EXISTING SHEATHING AND WINDOW TRIM X25. REMOVE FRONT ENTRANCE AND RAILING �Ry: 02771 4. REMOVE ALL EXISTING INSULATION FROM OUTSIDE 26. SECOND FLOR TO BE DEMOLISHED TO FLOOR JOISTS AND WALL STUDST`G_N �� 5. REMOVE EXISTING SHUTTERS TO BE REUSED 27. REMOVE ALL SECOND FLOOR PLUMBING FIXTURES 6. REMOVE ALL TERMITE DAMAGED STUDS AND SILL PLATES 28. CAP ALL SECOND FLOOR SERVICES 7. REMOVE ALL DAMAGED TERMITE SHIELDS 29. REMOVE EXISTING KITCHEN FLOOR BOARDS TO FLOOR JOISTS TO REMAIN 8. CUT BACK ABANDONED ELECTRICAL OUTLETS TO NEAREST OUTLET TO ,30. CAP SERVICES IN EXISTING KITCHEN REMAIN ACTIVE OR TO PANEL IF HOMERUN. :31. REMOVE EXISTING CONCRETE OPEN PORCH 9. ALL DEMOLISHED MATERIAL NOT SCHEDULED TO BE REUSED ARE TO BE 32. CUT TWO OPENINGS IN EXISTING BASEMENT BLOCK WALL FOR NEW REMOVED FROM SITE AT END OF EACH WORKING DAY CONNECTING CORRIDOR. PROVIDE LINTELS AS REQUIRED 2ND FLOOR DEMOLITION NOTES 10. MAINTAIN ALL SERVICES TO HOUSE UNINTERUPTED EXCEPT DURING OWNER R.�v151��1c� AGREED SHUTDOWNS 1 11. CONTRACTOR TO PROVIDE PORT-O-SAN i 1. REMOVE EXISTING DORMER OVER MASTER BEDROOM lCavana h / Frank Residence 12. ALL SERVICE TRUCKS TO BE PARKED ON STREET - 2. REMOVE ALL PLUMBING FIXTURES AND CAP PIPING g 13. CONTRACTOR TO USE ONLY OWNER AGREED ACCESS PATHS 3. REMOVE CEILINGS AND INSULATION :House Renovation & Addition 14. SITE TO BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY 4. REMOVE ALL KNEE WALLS AND INTERIOR PARTITIONS 600 Little Peconic Bay Road 15. WATER AND 110 VOLT ELECTRICAL POWER WILL BE OWNER SUPPLIED 5. REMOVE ALL FLOORING AND FLOOR INSULATION I Nassau Point, Cutchogue, New York 11935 16. PLANTINGS ARE TO BE PROTECTED WITH PLYWOOD TENTS 6. REMOVE ALL CEILING JOISTS. LEAVE COLLAR BEAMS IN PLACE UNTIL 17. PROTECT ALL BELGIAN BLOCK WORK AT DRIVEWAY ENTRANCE AND SIDE DIRECTED TO REMOVE BY OWNER CURBING WITH PLYWOOD AND BOARDS 7. DO NOT EXPOSE ANY OF THE SECOND FLOOR TO WEATHER UNTIL DIRECTED 18. MAINTAIN DUMPSTER ON STREET AT ALL TIMES DURING CONSTRUCTION BY OWNER (PHASE 2) 51�7c() PIT WD F� s 19. LIMIT ACCESS TO DRIVEWAY TO PICKUP TRUCKS ONLY 8. REMOVAL OF ALL EXISTING ROOFING AND CEILING JOISTS OVER AREAS TO 20. DEMOLISH OLD GARARE AND ENCLOSED PORCH. REMAIN ARE TO BE COORDINATED WITH NEW CONSTRUCTION TO ELIMINATE ( s 21. OWNER WILL REMOVE EXISTING FIREPLACE AND CHIMNEY ANY EXPOSURE TO WEATHER AT THE END OF EACH WORKING DAY. 3 22. REMOVE OLD CONCRETE SLABS CONTRACTOR TO PROVIDE MEANS AND METHODS TO OWNER FOR APPROVAL; I�� URT SNI;E'r 1b PRIOR TO PROCEEDING WITH ANY WORK r AN Thomas F. Cavanagh AIA Architect 219 W. 81 St. • � i R �i � S� � _ '"'� Cep ��•�^�,� VQ G k lei rip. , `� 'New York, NY 10024 212 877-9794 414 N P .+ r . :•C + w p'q yr V It s l • • -UnP�f� jjn�'�p`��e.W/y��{/r}�/f! I �• c�f• �/ `ts l(( �py�[�r� I�` .C/f R, 1/1./✓ I 1p X I t..d I +t`v s !I V nSri I iy te."p�w� ��i �vf ( 1.,?�,,,,, � a.' .5`�` �+�`�',,♦'~ �. .b r;2 C* �..y " . f`�• • ♦ y ♦ ..,.., j'i �Yv f-lPvlD f�-GX15 NC. Ri.vC.�l� Or „? = . . tow,fool liri6l {^ :Sff, I, C.Olr- , 5 I-F�F3 �4L>;1f- fZo N! a .a. ` -✓ l I �,� ( ;� -a _ -_--�,� .r _ • ,- Int�[,. O-Q„�/_ ” l ---' X lcj I, W i t�►Hca'? lip�w C014*1 a 9€ - f : l�f 'R .: " � `� IMI { - G LVt4 t If 07 O;CO {;y=�h 4Lt�_ ' .. �..�_Ld;, . tt I..•, Cavanagh / Frank Residence --• -- '' --� - ---...-. ---- -.- House Renovation &Addition -� 600 Little Peconic Bay Road I Nassau Point, Cutchogue, New York 11935 LEW 14 .. "'q 1 1� - e b CMSFWN 1 —, 44Thomas F. Cavanagh AIA l:.— t:;f '',' { Architect 219 W. 81 St. New York, NY 10024 w .-..� _ 2+2—$ 9794 �; t�-" 77 ' i m• Cc2+B�' Go�J E----� s i +� �� I---•– — -- -fir_.., KlICH ELI Ej001. b. — : w _ _-...... _a �" �'5 T. FW DK /Y. !2 It 4U, CL k � - 7 ' .4 N ' - - N T 1 I ', ; I ! d.N pf� 70 NJ. JEJ \ / tis -: 1f' L- # O 1�11�,KO UNIT „ LUT 13IN 'X.1.5 :VO L 1 V E _ X1S .p { kill I ..+Coved YOI Ir Is . Zs� 1"'_ Y l :. O; �`-� ��v '►.�" PN +5 S, it`` d --- — ,+ FO . m! _C11) -, L / P • s ,;' :.ter-.� i� -i 1[ .rte....._ 3 17 r( S,10 N�`: :! avana h / Frank Residence House Renovation & Addition 600 Little Peconic Bay Road Nassau Point, Cutchogue, New York 11935 N Of Thomas F. Cavanagh AIA' Architect 219 W. 81 St. New York, NY 10024 212 877-9794 I � 01, i " r r .< WNex `R O - �• Cs hces CqL J111 A V Ito Z 2 Zcr-b a1RMS 22 Q6 MOD Fir> m EMA. URAI cwfl� avanagli T'Frank Residence House Renovation &Addition -- 600 Little Peconic Bay Road 2L 1 7-7 'Nassau Point, Cutchogue, New York 11935 PWG, fV6'. . CON ,, Thomas F. Cavanagh AIA cOP .S �NPIIN� Architect Fr SV INI 219 W. 81 St. New York, NY 10024 212 877-9794 v N AS A) x N Winn+ w rel a. cN r iN 41 sL So Cavanagh / Frank Residence House Renovation & Addition 600 Little Peconic Bay Road Nassau Point, Cutchogue, New York 11935 SCID PnTP' sN (Thomas F. Cavanagh AIA Architect (219 W. 81 St. lNew York, NY 10024 212 877-9794 N RICK ~\ CINi MND C-I.� ll_l1 W t F1 F r5pIC i -- - i - C I mtr V° � T 10P4 _._ r f ,43 I ;^t -m__j E � 10 LE LU +1 4- i , ITJ i ; i ft I: N_71 j C2 � I � � • 2, �; Oj_ folol 1111� - — A55 yo i I I'J 1 W Go -7 I -- �XI15 , c Rn w I. srocr { 1 l r.J, - T �� Cavanagh / Frank Residence - — House Renovation & Addition 600 Little Peconic Bay Road Nassau Point, Cutchogue, New York 11§3 S . 17-1461, N , �C�8 SHS Thomas F. Cavanagh AIA Architect 219 W. 81 St. New York, NY 10024 212 877-9794 i .. t JQ .�E P l �� t✓L 2b . '� OrINX w_.. 77 Is • �� 21 22 �" • 1 Y 3 i � ' ' �.L ' \ � � 9 W r X - I �iJl tE W'1.� smo ,r _ _ I Cavanagh / Frank Residence - - _ T _ T ' i ��` -"� -" — '- -" ''1 House Renovation &Addition - 600 Little Peconic Bay Road l .1=lt_..GOR fZt QG?� �o;,l� Nassau Point, Cutchogue� New York 11935 _W ... �L Aft ON � 9i Thomas F. Cavanagh AIA Architect 219 W. 81 St. New York, NY 10024 212 877-9794 -k �1© (2 ............... _... -- - --- - - E - OLD— rw-N. a---Ci7). _-._....... . _ , . A Ij i # .Y 1 i .. NN \ E:D T• I � �! jy,pNClg ------- EC-11 —.. _. -- -- — — -- RTU M ^, 44 a J . —} Cavanagh / Fran Residence_____. -j �t House Renovation & Addition — — �. �. �_ w .� -� — _ _ � _ 600 Little Peconic Bay Road Nassau Point, Cutchogue, :New York 11935 Thomas F. Cavanagh AIA; Architect 219 W. 81 St. New York, NY 10024`' 212 877-9794 k i i N r �vo �la. N 5 C-e 12 ~ lz & 2- L f_-.....a.-.. \ u_.. CO f --- - - - • d e , _ 1 l .f k �-1- { � t .':. r- W 1, _.._..._ 1 riEW M o kt =1NF-W H0 gyp---- I m g 'i - - r�_�_ =r Cavanagh / Frank Residence 4: House Renovation & Addition 600 Little Peconic Bay Road j Nassau Point, Cutchogue, New York 11935 ic SC:A� t S - RAFTER STRAPS- 51MP50N L5TA-18. 11/4" STRAP EVERY , � [15 Thomas F. Cavanagh AIA RAFTER- NAILED WITH IOD ( 11 -C�l. - .# FELT BOX NAILS EACH SIDE IN :PAPER OVEI� 1/2" GDX Architect AGGORDANGE WITH TABLE PLY SHEATHING NAILED X219 W. 81 St. IN AGGORDANGE WITH New York, NY 10024 D E PEGS: ON SHEET P( 212 877-9794 RIDGE (REFER 9�10 ROOF RAFTERS @ 16" O.G. TO PLANS) .�H IN (. � 15 # FELT -REFER TO FLOOR PLANS PAPER OVER 1/2" COX FOR SIZE PLYWOOD SHEATHING R-30 BATT INSULATION TYP. ROOF RAFTER NAILED IN AGGORDANGE PROVIDE ICE SHIELD TO 24" (REFER TO PLANS WITH SPEGIFIGATIONS IN51DE EXTERIOR WALL IN AGGORDANGE WITH 805.2:1.1 W5 CODE) ATTIC ATTIC SPACE 51 MP50N H-2.5A HURR I CANE TIES ® EAGH RAFTER TYP. 24" -REFER TO BLDG. 5EGTION5 FOR ALTERNATE STRAP !2) 2"X4" TOP PLATE ADPL I GAT I ONS RIDGE ' .� USE 'F' GHANNEL @ WALL AS PER PLANS IX8 PRE-PRIMED FASCIA SCALE 3/4" = 1 '-0" FOR SOFFIT VENT (TYP. BOARD R-i q OWENS CORN I N6 'TYVEK' HOUSE WRAP OVER INa)LATION OR AS PER CONT. ►OCA S SOFFIT PENT FIRST 1/2" EXT. GRADE PLYWOOD TABLE 502.2.4 OF NY5 ENERGY GODS 1 FLOOR 2X4 WALL FRAME @ 16" O.G. W/ R-l a BATT INSULATION TYP. INTERIOR EXTERIOR kill3/4" T4 G PLYWOOD SUBFLOOR 2"X4" WOOD STUDS l O.G. F.J. @ 16" O.G. (REFER TO PLANS FOR SIZE) W/ R-30 I/2" GYPSUM WALLBOARD 'TYVEK' HOUSE WRAP OVER _ BATT INSULATION 1/2 EXT. ORADE PLYWOOD 51 MP50N G520 GO I L STRAPS )=S,OFFIT.DETA'L EVERY OTHER 5TUD TYP. z s SCALE 3/4" = 1 '-4" F t 1L_ 'TYVEK' HOU5E WRAP OVER (2) 2"Xb" AGO SILL PLATES 1/2" EXT. GRADE PLYWOOD OVER TERMITE SHIELD OVER SECOND - SILLI a SEAL TYP. 2"X4" WOOD 5TUD5 @ ib" O.G. a 4 � zFLOOR .�ot� rRAMIr� � �li.� D E ) �, — — APPROX. GRADE 3/4" T$O PLYWOOD 5UBFLOOR r - 0 I I 8 • '1 III=1 I 2 i- - - - �, I Igo O.G. X4 BASE PLATE ���Kp^CIS cq`� —I I III— M u 7T . WALL STRAPS- SIMPSON G520 Ir B A S M E N I• — =1 1 BAR ® 48" O.G. COIL STRAP EVERY OTHER TERPROOF MEMBRANE STUD TYP.-NAILED WITH IOD ,s020711 III TYP. @ FON. PERIMETER BOX NAILS IN AGGORDANGE �� WITH TABLE C-IS #5 VERTIGAL REBAR @ 48" RIM JOIST TYP. IIINEOPRENE EXPANSION JOINT „ • ° NPI AL s DE - (2) 2X4 GONTINUOU5 ; �on �r I?ARINP,5,, ri5 I 11 TOP PLATES (��rV1�10N<7 2X4 GONTI NUOUS f _ KE'YWAY TYP. , JOISTS TYP. ® 1611 O.G. W/ Cavanagh / Frank Residence FIRST BATT INSULATION TYP.- t House Renovation &Addition (2) #5 GOVT. REBAR 9 FLOOR ; (REFER TO SEE PLANS) 600 Little Peconic Bay Road Nassau Point, Cutchogue, New York 11935 4" THK. P.G. SLAB ON 6 MIL VAPOR BARRIER R-ICI "OWEN5 GORNINO" W/ #6-bXb W.W.M. ON 6" GRU5HED STONE AND INSULATION OR EQUAL l7 W61 NQ COMPACT FILL (TYP) TT FLOOR �TO�FOUNDATIOD ETAIL LITER EDIATE FLOOR DETAILi "- DN �? �C� l 24 3 SCALE 3/4„ _ j '_0" o (!�- Table 3.1 Nailing Schedule H IC IND G'I' I X111 Thomas F. Cavanagh AIA. lArchitect R°o " Joint Description Numberof Narls Nail Spacing h_w �_ =„ ��r=•.;..;;. � �.,< .�,00i��:FlAr�rlo � x�,-.- _ _ ! 219 W. 81 St Rafter to Top Plate (Toe-nailed) 3-8d per rafter New York, NY 10024 Ceiling Joist to Top Plate (Toe-nailed) 3-8d perjoist 212 877-9794 Ceiling Joist to Parallel Rafter (Face-nailed) 4-16d each lap Ceiling Joist Laps over Partitions (Face-nailed) 4-16d each lap Collar Tie to Rafter ace-nailed 5-8d Blockingto Rafter(Toe-nailed) ) per tie TOP FLANGE FAGS MOUNT •• Cr ) 2-8d each end Rim Board to Rafter(End-nailed) 2-1 6d each end w _ JOIST HANGERS ' - F itAIvIING: AI.I. 02 J015T CONNECTORS(IN WIDE VARIETY . PLATES Top Plate to Top Plate (Face-nailed) 2-16d' per foot OF SIZES) I Top Plates at Intersections (Face-nailed) 4-16d joints-each side Stud to Stud (Face-nailed) 2-16d 24"o.c. Header to Header(Face-nailed) 16d 16"o.c.along edges 2"X4" WOOD , CORNER TYP. SIMPSON H2.5 Top or Bottom Plate to Stud (End-nailed) 2-16d per 2x4 stud HURRICANE CLIP 3-16d per 2x6 stud 4-16d per 2x8 stud iBottom Plate toFloorjoist,Bandjoist,Endjoist orBlocking (Face-nailed) 2-16d'2 per foot i ;., LAG 13OLTOR THROUGH s' FL�R FRAMING "v HURRICANE CLIPS LT „ Joist to Sid, To Plate or Girder (Toe-nailed) '• '` •-„:;:, Top per joist j OPTIONAL (D�F �FTEROr ANS UNDER 24'-O” -TIES Bridging to Jotst (Toe-nailed) 2-8d each end WASHER TOP PLATES TO ROOF RAFTERS FOR Blocking to Joist(Toe-nailed) 2-Sd each end 0 TENSION CORD CONNECTION. Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block 2"X4"SILL Ledger Strip to Beam(Face-nailed) 3-16d each joist PLATE Joist on Ledger to Beam(Toe-nailed) 3-8d per joist Band Joist to Joist(End-nailed) 3-16d per joist Band Joist to Sill or Top Plate(Toe-nailed) 2-16d' per foot I ROOF SHEATHING ; 1 51MP50N H05A METAL _ OR Structural Panels 8d I_ 6"edge/6"field U UP IDFT ANCHOR NOTCHED_ RAFTERS ROOF 5 Diagonal Board Sheathing 1"x6"or 1"x8" 2-8d per support THREADED ROD THROUGH L (REFER TO PLANS) 1"x10"or wider _ per support FLOOR STRUCTURE OR ANCHOR BOLT 2 (2"X4" :;:.,s�;;,:,:.:�;,..,.;._�,.;,:.-•,-.>.,.�,,;: • _ TOP PLATES :...... ., .:. ., _ INC SHEATHING: INTO FOUNDATION Gypsum Wallboard 5d coolers 7"edge/10"field (�>�METAL HOLD—DOWN/ UPLIFT ANCHOR WALLSHEATHING R5 TENSION LOAD BETWEEN FLOORS: j Structural Panels 8d i 6"edge/6"field -IE5 STUDS/P05T5 TO FOUNDATION Fiberboard Panels 7/16" 6d 3"edge/6"field 25/32" 8d 3"edge/6"field i Gypsum Wallboard 5d coolers 7"edge/10"field Hardboard 8d (see Table 3.9) 2"X4" WOOD STUD Particleboard Panels 8d (see Table 3.9) ® I6"O.G.TYP. Diagonal Board Sheathing 1"x6"or 1"x8" 2-8d per support v/ 51MP50N Hl 51ESMIG 1"x10"or wider 3-8d per support 2"X4" ACO AND HURRICANE TIE OR . SILL PLATE EQ.G520 COIL STRA - FL00 SHEATHING: - P. Structural Panels V or less 8d 6"edge/12"field greater than 1" 10d 6"edge/6"field 0 SEISMIC/HURRICANE TIE Diagonal Board Sheathing 1111 1"x6"or 1"x8" 2-8d per support 10 51MP50N STHDb FOR ROOF RAFTER OVER 24'-O" -PROVIDES 1"x10"or wider 3-Sd per support '� METAL HOLD- TEN51ON FOR WOOD-TO-WOOD CONNECTIONS DOWN STRAP FOR WOOD TRU55E5 AND JOISTS 'Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed 3"on-center at the panel edge •• to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates, shall be used to maintain the load path. SILL PLATE ANCHOR31 SLAB ON GRADE ' When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 1-16d nail per foot. j. " TO HOFR5 SILL SLAB LATE AND 5TUD I AMERICAN WOOD COUNCIL 2"X4" WOOD STUDS® Ib" ( USE EVERY OTHER NAIL HOLE- O.G. LENG�J�TH IN A ROW TO PROVIDE THE CODE-REQUIRED MINIMUM 2"X4" SILL V ENp CENTER-TO-CENTER SPAGINC� t PLATE TH FOR NAILS. ., Z ,��,0 AJ? TdG PLWOOD 5UBFLOOR \ �KANCIS CD RIM � n -V / JOI5T G520 COILED 5TRA? 1+ . OR L5TA30 BY SIMPSpI •�I TYP. WALL 5TRAP5-51MP50N ti 0520 COIL STRAP EVERY OTHER STUD NAILED W/IOD BOX VEND NAILS IN ACCORDANCE -l" PROVIDE MINIMUM W/TABLE 5hA WFGM 8 END DI5TAMGE. I • (2) 2"X6" ACQ BASE EQUAL NUMBER OF 4• .•, PLATES SPECIFIED NAILS IN EACH END. ` p •• CONCRETE FOUNDATION Frank Residence / $ SILL PLATE ANCHORS FLOOR TIE ANCHOR � Cavanagh AUCHOR5 SILL PLATE AND 5TUD 1 1 PROVIDES FLOOR-TO-FLOOR TENSION a House Renovation &Addition d TO CONCRETE OR CMU FOUNDATION CONNECTION: REFER TO 51MPSON { 600 Little Peconic.Bay Road 1 KAL• FOR NAILING REGUIRMENT5 Nassau Point, Cutchogue, New York 11935 ,�-�/ W N d 1 I .� _ _NON - Thomas F. Cavanagh AIA Architect RO Size Quantity and Size Allowable Load 219 W. 81 St. New York, NY 10024 0'-0"to 2'-0" 2 2X4 1.38 K O Y � 212 877-9794 2'-0"to 3"-0" 2 2x6 4.5K 3"-0"to 5'-0" 2 2x8 4.73K 5'-0"to T-0" 2 2x10 5.5K T-0".to 8'-6" 2 2x12 6.72K Door and Window'Schedule Mark Location Description Rough Openning Size Model# Comments 1 Kitchen Double Hung 5-0 7/8"H x 2'-6 3/8"W CUDH 2426 1 Req'd Marvin 2 Kitchen Double Hung 5'-0 7/8"H x 1'-10 3/8"W CUDH 1626 2 Req'd Marvin 3 Dormer Stationary Casement 1'-11 1/8" H X 2'-1" W CCM 2424 4 Req'd Marvin 4 North Bedroom Double Hung NA existing to remain 2 Units existing 5 Kitchen Roundl Fixed 2'-1 1/2" H x 2'-1 1/2" W CFCIR 2750 1 Req'd Marvin with cross muttris 6 Foyer Entrance Door 6'-8" H x 3'-2"W TS 6000 I Req'd TruStile Exterior Grade MDF j 7 Foyer Entrance sidelights 6'-10" H x V-8 7/8"W CUIFD 1668 2 Req'd Marvin Stationary 8 Foyer Double Hung 4'-8 7/8" H x 2'-6 3/8" W CUDH 2424 2 Req'd Marvin 9 Dining Room Stationary Casement T-3 5/8" H x V-9"W CCM 2040 4 Req'd Marvin 10 Dining Room Stationary 6'-8" H x V-8 7/8"W CUIFD 1668 2 Req'd Marvin 11 Dining Room Inswinging French Doors 6'-8" H x 6-1 5/8"W CUIFD 5068 Pair of inswinging doors Marvin 12 Living Room Inswinging French Doors NA existing to remain 2 Pair existing 13 Living Room Stationary NA existing to remain 1 Unit existing 14 South Bedroom Double Hung NA existing to remain 2 Units existing 15 Stairtower Stationary 6-10 1/2" H x 2'-2 7/16" W CUIFD 2068 1 Req'd Marvin 16 Stairtower Stationary Casement V-11 1/8" H X 2'-1" W CCM 2424 12 Req'd Marvin 17 Master Bathroom Double Hung 4'-8 7/8" H x 2'-10 3/8"W CUDH 2824 2 Req'd Marvin 18 Master Bedroom Double Hung 4'-8 7/8" H x 3'-0 3/8"W CUDH 3024 1 Req'd Marvin 19 not used 20 South Bedroom Double Hung NA existing to remain 2 Units existing 21 Bathroom Double Hung NA existing to remain 1 Unit existing 22 North Bedroom Double Hung NA existing to remain 1 Unit existing 23A Living Room Dutch Door NA existing to remain 23 B Living Room Screen Door V-8 " H x New 1 Req'd 24A Master Bedroom Dutch Door relocated existing 1 Door relocated from 1 st Fl. Living Rm. 24 B Master Bedroom Screen Door V-8" H x New 1 Req'd 25 Master Bathroom Double Hung 3'-8 7/8" H x 2'-10 3/8" W CUDH 2818 4 Req'd Marvin 26 Stairtower Stationary 2'-1 1/2"diam - CFCIR 2750 2 Req'd Marvin with cross mutiins 27 Kitchen East Double Hung 4'-4 7/8" H x 2'-2 5/8"W CUDH 2022 2 Req'd Marvin 28 Kitchen West Double Hung 3'-4 7/8" H x 2'-1 3/8"W CUDH 2016 2 Req'd Marvin 29 Laundry Room Exterior Door 6'-8" H x3'-0" W relocated existing Reused from existing entrance 30 Laundry Room Double Hung T-4 1/8"H x 2'-2 3/8"W CUDH 2016 1 Req'd Marvin 31 Laundry Room Interior Door TruStile 6-8".H x 2'-8"W VG 2030 V-Groove Series Paint Grade MDF 131A Laundry Room Interior Door TruStile 6'-8" H x V-8"W V-Groove.Series Paint Grade-MDF 31 B Laundry Room Ironing Board Wall Unit relocated existing 1 Door relocated from Kit6hpd '. 32 Powder Room Interior Door TruStile 6'-8" H x 2'-6"W VG 2030 V-Groove Series Paint Grade MDF 33 Foyer Closet Interior Door 6'-8" H x 2'-0"W relocated existing Reused from existing 1 st Fl.coat closet 34 Master Bedroom Interior Door TruStile 6'-8" H x 2'-8"W VG 2030 1 Req'd V-Groove Series Paint Grade MDF 35 MBR Closet Int. Louver Door TruStile 6'-8" H x 2'-3"W LVR 2060 3 Req'd Louver Series Paint Grade MDF 36 MBR Bath Int. Pocket Door TruStile 6'-8" H x 2'-6" W VG 2030 2 Req'd V-Groove Series Paint Grade MDF 37 Stair Tower Exterior doors 4'-0" H x 2'-0"W beadboard 2 Req'd 38 Bsmt @ Bulkhead Exterior door relocated existing 1 Door relocated from 1st FI. Porch Note All windows by Marvin Clad Ulitmate Series Simulated 7/8"divided Lites w/ Low E II Glass Exterior Stone White Clad Interior Primed Wood - TABLE 16 0 9.1.4likPACI � .�©All¢ WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE QC2 cy FOR WOOD STRUCTURAL PANELSa, b, c FASTENER SPACING (inches) •. -�° 2 feet 'S 4 feet < 6 feet < "' �nA, 020771 Panel span Panel span Panel span Panel span FASTENER TYPE S 2 feet 5 4 feet 5 6 feet <_ 8 feet °- 2-1/2 # 6 Wood Screws 16 16 12 9 2-1/2 ## 8 Wood Screws 16 16 16 12 For SI : 1 inch = 25.4 mm, 1 foot = 304 .8 mm,kFVVI�1OP16 1 pound = 0.454 kg, 1 mile per hour = 0.44 m/s . Cavanagh / Frank Residence a. This table is based on a maximum wind speed (3 second gust) of 130 mph House Renovation &Addition r:nd mean roof height of 33 feet or less. 600 Little Peconic Bay Road b. /Fasteners shall be installed at opposing ends of the wood structuralj Nassau Point, Cutchogue, New York 11935 panel . C. Where screws are attached to masonry or masonry/stucco; they shall be attAched utilizing vibration-resistant anchors having a minimumr2oclp) V V withdrawal capacity of 490 pounds. SGH ��'I�L �' !. i.' C_ l Minimum Pipe Diameters The Contractor shall select the subcontractors, except !Thomas F. Cavanagh AIA that he shall not use subcontractors to whom the Owner ;Architect Fixture Waste Trap vent H.W. C.W. has a reasonable objection. The Contractor shall riot be i Water Closet 4° 411 211 NA 1/2° 1219 W. 81 St. required to use a subcontractor to whom he has a Tub 1 1/2" 1 1/2" 1 1/2" 1/2" 1/2" I reasonable objection. .New York, NY 10024 Shower 2" 1 1/2" 1 1/2" 1/21' 1/2" 1212. 877-9794 Lavatory 1 1/2" 11 1/2" 1 1/2" 1/2" 1/2" � An claims or disputes between the Contractor and the � Kitchen Sink 1 1/2" 1 1/2" 1 1/2" 1/2" 1/2" Y p Laundry Tub 1 1/2" 11 1/2" 1 1/2" 1/2" 1/2" Owner arising from this Agreement shall be resolved by V� arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association. i All contractors and subcontractors shall work in harmony N1=►�I i with others on the project and shall afford the Owner and tCO Li N II other other subcontractors reasonable opportunity for the i � ' ` P � 2A5 storage of materials and equipment. r— The Contractor shall pay for all labor, equipment, -, �I �f € 19 Ft4 ---�•� 1 i ! materials, and services required to complete the Work as described in the Construction Agreement as well as I building permits and other governmental fees, licenses 1� - -11,Ay and inspections necessary for the proper completion of W14 P the Work. W ` All Contractors and Subcontractors shall be bondable, P P-jl _ licensed contractors, and will coordinate their work with I that of other contractors so that all work will be in harmony with the other contractors on the project. Payments will be made by the owner to the Contractor in VMT rif'NJl N RI(,D �A ? ,}app} } '€; accordance with the payment schedule stipulated in the .l II`� F I agreement. L A 4 1 T U f (. S . ) Payment may be withheld because of any of the W NEW W - ONVEY following conditions: �X,W.AYy NrW k105 M `UO ' SINK a. Defective work not corrected. N1-w TIG , -- I� � � • C �!X b. . Failure of the Contractor to make payments to NE.N IvE�i Std K I�� subcontractors or for materials, labor, equipment, G�F3 or services. c. Failure of the Contractor to perform the work in LL, Wn51-IS8 accordance with the terms and conditions set forth in this Agreement. d. Legal or other claims by third parties relating to the work performed under this Agreement. t Final payment shall become due when the Work of the t lI Agreement is completed in accordance with the Construction Documents. The Contractor shall furnish the Owner with the following certificates of insurance in the amounts indicated or other amounts as required by law, whichever is.greater: a. Workman's Compensation Insurance in the , EL U11 1:31 �'�`� ,, amount of not less than $500,000 each occurrence and $500,000 aggregate for bodily injury including FRP rS �Ip..SA1` Personal Injury. �P5 -- b. Property Damage in the amount of not less than $1,000,000 r c. Comprehensive Automobile Liability in the amount i of not less than $250,000 each person, $500,000 771 '4 each occurance, and Property Damage in the '.. : . amount of$100,000 each accident. I The Contractor is responsible for establishing, supervising, and maintaining all safety percautions in connection with work performed under this contract. The Contractor warrants to the Owner that all materials Cavanagh / Frank Residence and equipment required to complete the work on the House Renovation &Addition project shall be of good quality and new, unless i 600 Little Peconic Bay Road otherwise specified. Nassau Point, Cutchogue,, New York 11935 The Owner reserves the right to occupy the building space, or such portions thereof as maybe desired, at ,, °`# ' �`� any time without invalidating this Agreement. I 1 ,,, Thomas F. Cavanagh AIA Architect 219 W. 81 St. New York, NY 10024 212 877-9794 =--.-CONTINUATION OF :5-rAcr-F-D STbr4F-- F,F--rAININO WALL, ---M Mr:.--F-T f"�YISTINrA FONIAIKIC FONP7 II .7r4fz^55 p-'u W,"05 E�' F,pi�r�15e: _- ' I j -�2EG R�U(.Fi i i11 - - ,v 3 fOUTIN 7- eIF-/ADr-�, 0 0 t3 Np kt) -41 R R" Wp 4 1-0 2 '-0 L — - �F,Fz, �11A I N Al WA wl- pszje/- wA, iw-= it-o#1 flAN r/N,4 k�F:�D • CIA jp INC ru 11 t V/0 TNf- OF "U. rA-r I o 2 P;OVE, M1,576 --0 N .7 IA f,;3 CN 6, M C C & A PA IM-195 9TO N-41 .(a t f?T-1�'Zr DOVVP4 0 I)N P7f)TION*WPJ4 LANE� C1 V. kr Mmo!"IVO- t'4 or- ey'l S*Ve7 A L)r.) C GON6P.F'T�� -ro m ?-r-,mOVE.0 A140 T 45 SOWN OFICK W-V Fr - %� - 1i e Z 'Z ICK-p VNI '�"` z �� zo II rj.TpF-pll� W Olf-f 7 EROO F 'C44AN61E, r4l 5' V If CO Hr/T�P '! ;FIVI V e'7 -Residence ?Iozomp-7'y LINE- f I avanagh Frank douse Renovation & Addition 600 Little Peconic Bay Road I-Nassau Point, Cutchogue, New York 11935 C'O 0 4 ELMEE E�-PN VI U I:LORIN F) No AL ow/c N\ CO u B TYP F�F1 -NO 147-06 1 to c>r