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Home My WebLink About34866-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34745 Date: 12/16/10 THIS CERTIFIES that the building ALTERATIONS/ADDITIONS Location of Property: 495 PADDOCK WAY MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 107 Block 4 Lot 2.10 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 16, 2008 pursuant to which Building Permit No. 34866-Z dated JULY 15, 2009 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 TERRACE AND COVERED PORCH,TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to SHAWN P & JAYNE C FITZGERALD (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-08-0111 10/21/10 ELECTRICAL CERTIFICATE NO. 09-8590 06/24/10 PLUMBERS CERTIFICATION DATED 06/03/10 PATRICK DOLAN /tt4riz d Si ature Rev. 1/81 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. 34866 Z Date JULY 15, 2009 Permission is hereby granted to: SHAWN P FITZGERALD 205 CIRCLE DRIVE PLANDOME MANOR,NY 11030 for ADDITIONS/ALTERATIONS TO EXISTING SFD PER APPROVED PLANS AS APP'D FOR. DEMO EXISITING POOL HOUSE CONSTRUCT NEW POOL HOUSE - 2 CO- S REQ'D at premises located at 495 PADDOCK WAY MATTITUCK County Tax Map No. 473889 Section 107 Block 0004 Lot No. 002 . 010 pursuant to application dated DECEMBER 16, 2008 and approved by the Building Inspector to expire on JANUARY 15, 2011. Fee $ 2, 256 . 50 Authorized Signature ORIGINAL Rev. 5/8/02 A Form No.G TOWN OF SOUTHOLD 0 BUILDING DEPARTMENT TOWN HALL 765-1802 r zr- APPLICATION FOR CERTIFICATE OF OCCUPANCY co Cn This application must be filled in by typewriter or ink and submitted to the Building Department with th11 winger A. For new building or new use: ' 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusu 1 natural® topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. .Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,-a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(.prior to April 9, 1957) non-conforming uses, or buildings and `pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling $50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00;Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 Date. t-�-. 0 New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: 44 y S /�IaOC,k House No. Street -Hamlet Owner or Owners of Property: SL*ks 7 ,lS�� •��"��'n r' Suffolk County Tax Map No 1000, Section /0'- Pl.Ick- �O+ q- Lot I Subdivision_UJO C . PIT Tb U d Filed Map. Lot: Permit No._ j 48iCi Z Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: _,el" _ (check one) Fee Submitted: $ co D Applican Signature A rs., Ce'riiftcate Nu C lns'pect6 I Electri 'al 308 East Meadow Avenue Municippli h East-Meadow Sout old,Town-Of. NY'l 1554 Qgm Ohice:(516)794-040011(631)396-7474 Inspector: 124. 0 Fax:(516)794-5854, s°acIssue Date.-, 6/24/2010 "n Website:www:electricalinspectors.com Email:info@electricalinspectors.com Mail To: 4 Property Address:, Rafialdo Electrical Contractors,-Inb.,-- Shawn'Ranaldo.' Fitzgerald. V j 25"Spruce Av6riue, 495-Paddock Y Bethpage NYA 17-14- Mattituck,;W'1052 License#: '45283-ME ELECTRICAL APPR 0 VAL CER.TIFICA TE -..Section: 07 Block' 04 Lot: I AREAS,LISTED-BELOW ARE APPROVEDBY.JNSPECTI'ON AND:FOUND'TO BEI-IN.COMPLLAMEWITETHE NATIONAL ELECTRIC CODE. No visuaLdefe6ts were found for the electrical inspection Drdvided.No obvious unsatisfactory conditions were,found in the'areas p herein below 6rj y [Mg Residen tial,Inspection. "BaseinenL' 't6rage,Ro- om— !st Floor Bathroom 'Bedroom iDrnu:g Rodin Foyer Kitchen;Mud R6oni�Porch Poi' i;P1qy;-o6tn,:Pa1i6 Ba1hro6ni,*.3'Bedroo)nz Hall..MasterB,ai)i,66ni,kasiei",g'edrooiti,Sitting Rodin Receptacles;-I,j�:d'F'-I"Recep'ta�clgs,.,2�Sinjle ROcepfacies,,-1,30Ainp Single"Receptacie,4.4"Sivitches,43-Dknineis,- 46Ani,� Oven I-`3'0"P Cook Top:�l-'Di'shw,ish-e�.,-'2'�'Paddle,Fhn.6ui I ts,�24,A.:ofj�rac LighO,1-.40Amp A/C Cbnden.sor,3'- N. 41C B1oW' 6rs,`J-"Z6A4'A/C B16-wer,&HeatFra&ibnal Moto :4,-GQ'Alarins. Motors; j'60"p Single PkiiM Nderground Service,VpgrqdelCR4 Meter,1S`0M" ipSingle Phaie-Mdfn-Pane1130Ckts133 Used, 150Ainp_ uz'Pane1130Ckts132 Used.Sihkie:Phase ka erg . m 'Rough J1118109 Final,&23110- A Not valid unless signed by an authorized'EII-Agent 5, '.'Bivon'e `P ilipf.Goe nng"h Richard7M M0 President Chief Electrical Inspector 5c, i r e, CERTIFICATION Date: ..v 3 7e)l o Building Permit No. Owner: (Please print) ` Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/1-0 of 1% lead. A (Plumbers Signature) Sworn to before me this day of 20Ift 1 081 0-jl- O NotaryPubHk Stota of NewYW% \ Duslified in Suffok Gouliry O Commission Expires May 6; Notary Public, 5 ounty OF SObTyOlo leouto TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION >4FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: Zil VL_ A-14- DATE l0_ INSPECTOR OF SOUryolo 31 Z- courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION RAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 0 J q P DATE �j ® / INSPECTOR SOUryolo 34 � 6 � � 19UNT1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION P�-FIRE RESISTANT PENETRATION REMARKS: cy DATE 1 I 0 INSPECTOR - SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND KINSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 0 ti 0 0 r DATE INSPECTOR hO��OF SO!/ryolo -3 L�g COUMV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND ['INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ' ��f 1 9 INSPECTOR pf SOUTyo�o o�ycOUt,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE / INSPECTOR pF SO(/T�o COY TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS 'A N [ ] FRAMING / STRAPPING [ FIN [ ] FIREPLACE A CHIMNEY [ ] FIRE INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESIST PENETRATION REMARKS: 4 DATE COMMENTS FOUNDATION ILA yS� L+OWWAS I ROUGH FRAMING& PLUMBING 1fwdl� 1INSULATION STATE ENERGY CODE Ali l % ? �' _ _ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees c7 ,l Flood Permit Examined v ,20 y Storm-Water Assessment Form Contact: /9 127-H(/R PCA7" Approved l� 120 Mail to: FIN K 9; Pi-47T I'UZA Disapproved a/c W7 W. 36 9R IV f G tv tt Phone: Expiration' 1 ,20 Building Inspector D G 16 201rig APPLICATION FOR BUILDING PERMIT Date Af-, '1��0� C� , 2000 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have.been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months.Thereafter, a new.permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and egulations, and to admit authorized inspectors on premises and in building for necessary inspections. ( gfradoT applicant or name,if a corporation) (Mailing address of applicant) 3�f? dv. 3� STd�E�Ti /y rc /Uy 1&01A State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises �O LYM5 Ci}-f uco );r rj 7_Xe "x6i.D 9 s'H•,-Tw/V T—JTZl 67-At j (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and.title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which.proposed work will be done- House Number Street ` . :.-�Hainlet County Tax Map No. 1000 Section /v7 Block _ � - Lot Z •!O Subdivision lNOGF p!T "tip eft s Eil d Map No., Lot /! r 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction`: a. Existing use and occupancy NV51P0VCF CC1mG 1,6 rAN11 LV) l�eeeSS®R`1 Ufa PDOLffiddtE) b. Intended use and occupancy RCS/HENCE�S/N(AGEFri,t.y � G �SSUh-/ulEF CjF&t,%—ylE) 3. Nature of work (check which applicable): New Building 1'ep,, ttoyfc Addition 114fiDRMM►'1 Alteration MR'a t yS*E7 Repair Removal PAN-AWfe Demolition Other Work 6S (Description) p ) 4. Estimated Cost C� / 11LA-nt-Aj 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. 7. Dimensions of existing structures, if any: Front 8y D" Rear"L a" Depth ��, a► Height 3/=b" Number of Stories 7-- Dimensions of same structure with alterations or additions: Front-4/-Z 9��6 Rears'/ Depth 36�-D° Height 3/t-d" Number.of Stories 2 �� „ 8. Dimensions of entire new c n'sg ction: Front Z� h Rear Z¢►-3 Depth l 3 —1f" Height V 1► 6 t' Number of Stories / 9. Size of lot: Front 5b9 4/ Rear j!e•19 Depth 6 MW. 10. Date of Purchase at,^'E ig ?-coo Name of Former Owner ewyy M PAIR EL_ 11. Zone or use district in which premises are situated C /9(v2/C(/L�1� L- CjOV SERrvA-peA/ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES NO ✓ Will excess fill be removed from premises? YES ✓ NO Z 0 S G1 PICL& Dle 14. Names of Owner of premises SAWN F/TUEA40ddress P&41gDa04E,WImPo Phone No. S`l6 �6 S /919 Name of Architect RP-rHVXMA1'r Address 3¢7 bu.'?4 NYC /Os phone No V7, 63/ 0479- Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO I/ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey to scale, with accurate foundation plan and distances to property lines. SEA f}7T�hl t � ?6WJb R IDVNG A Pt ry 17. If elevation at any point on property is at 10 feet or below,must provide topographical,data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Qwf iv AA,j c- -U being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is theJ iLkAc (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. ROBERT DURAND Sworn to before me t iS Notary Public,State of New York No.01 DU6184006 day of I er+ 20 b Qualified-in_New,York County orrimission Expiroe Mar 24,2012 Notary Public _ - Signature of Applicant TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET S VILLAGE DIST. SUB. LOT U 'moo "(0--K �,J f ►t �a s� � � AIR. 8 AR S .a 1 3 1 Flo-- L l 1 l 5 3—�o(f -� -{zs m y,- �r-,e t I�a��y o TYPE OF BLD. (✓o nn pp.r 0R �1�.1c? t p 7 1\4 PROP. C_LAS�.. ZS� t�;e5 �I1 0 L0 LAND IMP. TOTAL DATE 1O /S'"F3 . 7 J ., Sj 0 ,ud Poo I lcm " as e4- 'L c aY° pr, c I'd A � Ffoo� 3 - o 3 o vQAR = o o D- L l.a_ c5.-lo r��(- s 31a� 102 100 1�6 'i0o, 00 7. O 3 , 9 0 7 0 o Z o� o o - Z -3 f V cz-� �r' J)n4"jv L4® y. t- FRONTAGE ON WATER TILLABLE Z000 FRONTAGE ON ROAD WOODLAND DEPTH. MEADOWLA y g3 1�G p BULKHEAD HOUSE/LOT ® ! TOTAL . Rw�aat�F 4 Y 4yf FoUndatio FULL Ext. Walls Interior Fin Fire Place Woodstove i+, _� •rye it,`I �� y ,:. ■■■■■■■��■■■■■■ ■■■■■■■■■■■■■■■■■■■■ Town of Southold o Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM of� g PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 1000-107 — 4 — 2.10 STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. ---------------------------------------------------- Item Number: (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yes No ---------------------------------------------------- Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? X F-1 (This item will include all run-off created by site clearing and/or construction activities as well as all Site — Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? X ❑ This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlow! 3 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural ❑ X Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? X 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of ❑ Five Thousand(5,000)Square Feet of Ground Surface? — rj Is there a Natural Water Course Running through the Site? ❑ X Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? X 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to One Hundred(100')of Horizontal Distance? — 7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off ❑ X into and/or in the direction of a Town right-of-way? — 8 Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of ❑ X any Item Within the Town Right-of-Way or Road Shoulder Area? — (This item will NOT include the Installation of Driveway Aprons.) Q Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? F-1 X NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permitl ---------------------------------------------------- EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? X Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Requiredl — - -——————————————————————————————————————————————————— STATE OF NEW YORK, COUNTY OF...........................................SS That I, Thomas C. Wolpert .being duly sworn,deposes and says that he/she is the applicant for Pennit, ............................................................................... (Name of individual signing Document) And that he/she is the Agent for Applicant .................................................................................................................................................................... (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner of Owner's,and is duly authorized to perforin or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; ..................................day of.T�@.CeM% 20 Og A Notary Public: C ........................ELIZABETH A.FALL'ON %G�%� ... :....C ............... .. .. Ota y-Publlc,State of New York (Signature of Applicant) /Agent FORM - 06/07 Qualified in Suffolk Count yy Commission Expires November 7.5.-99RB ao(E) �UILDIL`IG I'i<;I�ZIT E MINER CI�I{;CI�I,IST *Date Submitted:9,, 6CIO& "Date Reviewed14�6/0(6 LpPlicaut: .ft �P�a� - O�vuer � 1 ►rcltitect/Fttgineer: Y��`'� ��1�. Estitnated Cost: CTMU L 000 � ? -- Coufortnig roperty Address: Paco�c� rlo �4�6c4ue; )AS_ \�\^ 0.� Pre Cos? Vu'Idn ernlits ( pen/Exph d): BP�D771Z/C/O Z-�Mbf Info: y P �(�/Z/C/o Z 316(o Info: p P - /C/0 Z D Info: �—P.ZJ� L/C/0 Z w�Iufo;Gil 11t116'BP�3(gZ/C/o Z- )htfo: Ingle & Separate Search Required? Y or/K"Deterrninatiou: EQ. Lot Size: '5� d 0 D7U ACT. Lot Size:o2 RE . Lot Cov. �� Q ACT: Lot Cov. EQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear EQ. Height . ACT. Height —ro—je Mescriptiou: =f L �r1?D edd j, Vaterrou ? Y or ?Eyes, water bodti : Panel# -�- - / I+lood Zone: I3c111 LlcadiL3luff Ms(-mice: .DDI'I'I()NAL AP PRO` A-LS REQUIRED u� v�" uffoIk C'c:�uut� IJealtII: Y or N - If yes, "Bcc]fV_ ' Dale3 / / ' Pernli(#: /DO��I �// __ 'I"o`v11 SeWic: Y 0y 1 - If uo, cer(ificat.iou required: `i' or N Received: `� nr 1�4 lay: IYS DG(_': rac_.ui_.c_? 1r7r `r or N - Date: —/_/_ Permit k1: -- - --- -- - ,i N,I Letter Noyes: outlioltl 1'rus(c.e.s: `r' or IN' - 1)a(e: / / Permi( 11: ---- or [\.I I._:e.((or - Notes: 0110101d Zl.i,k: Y or N Date: / / Permit #: __..-Noes: ;outhold Plauuiug: Y or N - Date: / / Permit U: - Notes: Covvu Laucltuarlc C of A.: Y or N DTI✓: / / *NYS CODE Compliauee (page 2): Y of N totes: ----------- +ec Slructut r.: C,ILcul.allol-1: L 1. ( 6M SF)- First. Floor. _ _ 51.. + Initial Fee: $ , Second Floor: D 9 / S1 l Additional F _ec, Otherpc3?/ lu �SF 2. ( SF)- ( —_SF)=_ SF X Total: SF { Initial Fee: D Additional Fee $;� �� - TOTAL. S 1 NEW YORT� STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHI DESIGN CRITERIA: Ground SnowLoad: 45 Wind Speed; I2OMPH Seismic Design Category: B� Weathering: Severe `f Frost Depth: 36" `- Termite: M-H �Decay: S-M =/ Design Temp: 11 _� Ice Shield Underlay: YES -�✓-Flood Hazards: USE/OCCUPANCY CLASSIFICATION. 5 r t\HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERS SC� IT T PULL, FRAMING D ESIGN ELEMENTS it READERS: YIN WALL STUDS: YIN GM-DERS: WN CEILING .JOISTS: YfN FLOOR JOISTS: YIN ( (_)01. RA_UTERS: YIN LiJN![BER SPECIES AND GRADE: YIN DESIGN LOAD CA.LCIJLATIONS:D UVU: Y(N DI!r5_ll: VrN SNOW': YIN SE(STYIIC: ),VN /AND DOOR SCHEDM-E: M-ISSLF, TEST RE IT-LENTEN'I'S -oil; Y IN CGRLSS S.7 ' I� LIGHT 8°/a -/ //IN VENT 4% :` Y N NAILING/CONSTRUCT ON SCHEDULE; Y N 1vt.EANS OF BGRBSS1/N 1'LUI�tBIl�G RISF[, DIAGR_AJ'A �'/111 I=.00A_TION OF FIRE PROTECTION 1=:0U] -)I 1E1\ T YrN TOTAL C:OMPLIOL;NCE? Y/N JR TURN TO PAGE. 0NE) oF so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road H Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 O BUILDING DEPARTMENT TOWN OF SOUTHOLD November 30, 2010 Shawn Fitzgerald 205 Circle Drive Plandome Manor, NY 11030 RE: 495 Paddock Way,Mattituck TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy Application of Certificate of Occupancy. (Enclosed) \ Electrical Underwriters Certificate. �1 A fee of$50.00. Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 34866-Z alterations/additions FINK & PLATT A R C H I T E C T S 347 W 36TH ST 1202 NEW YORK NY 10018 TEL 212 631 0675 FAX 212 695 3056 FINKANDPLATT.COM MEMO DATE: 12/5/08 TO: Town of Southold,Building Department FROM: Arthur Platt PAGES: FitzGerald Residence,495 Paddock Way,Mattituck,New York County tax Map:1000.107.04.2-10 RE: ATTACHMENT "A" BUILDING PERMIT FEE CALCULATION Based on"New Permit Fee Schedule" (effective January 1,2007) MAIN HOUSE First Floor 2,592 sf alterations Second Floor 2,592 sf alterations Mud Room 108 sf addition TOTAL 5,292 sf alterations/addition 5,292 sf-850 sf=4,442 sf x.40=$1777+$200 BASE FEE= POOL HOUSE Floor Area 323sf new construction 323 sf is less than 500 sf,thus$100 BASE FEE only applies $100 4� REMOVE EXISTING POOL HOUSE Floor Area 323sf existing 323 sf-300 sf=23 sf x.30=$6.90+$70 BASE FEE $76.90 TOTAL FEE _ FINK& PLATT A R C H I T 6.0 T S 347 W 36TH ST 1202 NEW YORK NY 10018 TEL 212 631 0675 FAX 212 695 3056 FINKANDPLATT.COM TRANSMITTAL DATE: 12/5/08 TO: TOWN OF SOUTHOLD ATTN: BUILDING DEPARTMENT FROM: Arthur Platt RE: ALTERATIONS,ADDITION&POOL HOUSE FitzGerald Residence 495 Paddock Way(Wolf Pit Pond Estates) Mattituck,NY Tax Map: 1000-107-04-2.10 Dear Southold Building Department, Please find enclosed the following required items: • ARCHITECTURAL&STRUCTURAL DRAWINGS(4 stamped sets) • Check to TOWN OF SOUTHOLD for filing fee • ATTACHMENT'A'-Fee Calculation Memo The following shall be furnished by Young&Young Civil Engineers: • STORMWATER ASSESMENT FORM • Property Survey(updated to show all existing and proposed structures) We shall furnish all Suffolk County Contractor License information with insurance certificates once a Contractor is awarded the job. Please do not hesitate to contact me with any questions. Thank you, a4RPI�1- Arthur Platt,AIA YOUNG &YOUNG Telephone 631-727-2303 400 Ostrander Avenue . Facsimile 631-727-0144 Riverhead, New York 11901 admin@youngengineering.com HOWARD W YOUNG, Land Surveyor THOMAS C. WOLPERT, Professional Engineer ROBERT C. TAST,Architect DOUGLASE.ADAMS, Professional Engineer December 11, 2008 Town of Southold Building Department Town Hall Annex Building 54375 State Route 25 P.O. Box 1179 Southold, New York 11971-0959 RE: SHAWN P. FITZGERALD & 3OLYNE C. FITZGERALD Lot 11, "Wolf Pit Pond Estates" at Mattituck, T/O Southold, New York (08-0333) Dear Sir or Madam: Enclosed are the following items: 1. application fee - applicant's check no. 2879 payable to ""Town of Southold" in the amount of Two Thousand One Hundred Fifty- Three Dollars & Ninety Cents ($2,153.90), 2. one (1) original - Fink & Platt Architects transmittal letter dated December 5, 2008, 3. one (1) original - Town of Southold Application for Building Permit dated December 5, 2008, 4. one (1) original - Fink & Platt Architects Attachment "A" - Building Permit Fee Calculation, 5. one (1) original - Town of Southold Erosion, Sedimentation & Storm-Water Run-Off Assessment Form, 6. four�4) prints - Building Permit Survey (Sheets 1-5 of 5) last date November 10, 2008, and 7. four (4) prints - Building Plans dated December 5, 2008 prepared by Fink & Platt Architects. If you have any questions regarding this application, please contact us. Very truly yours, Thomas C. Wolpert TCW/mal Encl. cc: Fink & Platt Architects ATTN: Mr. Arthur Platt + Encl. + 2 Sets of Prints Planning Engineering Land Surveying Architecture FINK& PLATT A R C H I T E C T S 347 W 36TH ST 1202 NEW 12 3 0675 D TEL 212 631 0675 'l(v!u FAX 212 695 3056 FINKANDPLATT.COM _ MAR - 3 2009 EE BLDG.OEPT. TRANSMITTAL TOWN OF SOUTHOLD 10 DATE: 2/27/09 TO: BUILDING DEPARTMENT,TOWN OF SOUTHOLD ATTN: Ms.Vicki Toth FROM: Arthur Platt RE: REVISED/DRAFT SUBMISSION FitzGerald Residence 495 Paddock Way(Wolf Pit Pond Estates) Mattituck,NY Tax Map: 1000-107-04-2.10 Dear Ms.Toth, Please find enclosed the following Architectural(Main House&Pool House),Plumbing and Structural drawings. I have annotated sheet numbers where you may find the information you required after our initial submission. I have also included a stamped copy of the REScheck for"envelope". Our mechanical engineer is away but I will have her submit the REScheck for "mechanical'with our final stamped submission. MAIN HOUSE AO Cover sheet wl Climatic and Geographic Design Criteria included A01 A001-3 A101-4 Mudroom addition has grown,since initial submission,by 27sf. Ice Barrier underlayment shown on roof plan A201-3 Windborne debris protection compliance A211-12 A220 Window and exterior door schedule included. Window nos. 12-16 shall be modified for egress. A301-2 Stair details included A411 POOL HOUSE PH-1 &2 Indoor shower removed PLUMBING P501- Plumbing riser diagram included STRUCTURAL S1-S6 Design load calculations included and nailing schedule referenced on S6 Please do not hesitate to contact me with any questions. Thank you, Arthur Platt,AIA FINK& PLATT A R C H I T E C T S 347 W 36TH ST 1202 NEW YORK NY 10018 TEL 212 631 0675 FAX 212 695 3056 FINKANDPLATT.COM D E C E n V JUL s TRANSMITTAL DATE: 6/30/09 BLOG.DEPT. T0: BUILDING DEPARTMENT,TOWN OF SOUTHOLD TOWN OF SOUTHOLD , ATTN: Ms.Vicki Toth FROM: Arthur Platt RE: PERMIT SUBMISSION FitzGerald Residence 495 Paddock Way (Wolf Pit Pond Estates) Mattituck, NY Tax Map: 1000-107-04-2.10 Dear Ms. Toth, Please find enclosed the following: • 3 Stamped Sets Architectural (Main House & Pool House), Plumbing and Structural drawings. • 1 Stamped Reschek- For envelope and mechanical systems. I understand that the unstamped set I issued to you on February 27, 2009 satisfied all of your December 19, 2008 comments except for the "nailing schedule". You will now find that item on sheet S-6. Since the Owners may wish to proceed with some pool house work, we have decided to include that scope for the 12 month period from issuance of permit. Thank you for your helpful input along the way. Please do not hesitate to contact me with any questions. Since , Arthur Platt, AIA FINK& PLATT A R C H I T E C T S 347 W 36TH ST 1202 / _ NEW YORK NY 10018 1 (�f TEL 212 631 0675 FAX 212 695 3056 FINKANDPLATT.COM TRANSMITTAL DATE: 10/27/2010 TO: Town of Southold Building Department ATTN: FROM: Arthur Platt,Fink&Platt Architects RE: Southold Building Permit no.34866(dated July 15,2009) Caruso-FitzGerald Residence:495 Paddock Way,Mattituck,NY 11952 County Tax Map No.1000-107-04-2.10 ENCL: Main House- Final Stamped Survey (approved by Suffolk County Dept.Health Services) Main House- "Notice Private Well"-SCDHS document confirming approved water analysis. Dear Town of Southold Building Department, Please find enclosed the above referenced original documents.I understand that these shall allow the Building Department to prepare a Certificate of Occupancy for the main house. The owners elected to hold on the all permitted work at the Pool house. However,since that permit approval is over a year old,I understand that any work commencement there will require a renewed permit. Do not hesitate to contact me should my input be required to allow the owners to obtain the Certificate of Occupancy for the main house. Thank you, Arthur Platt,AIA cc. Shawn FitzGerald(with duplicate originals of enclosures) Thomas C.Wolpert,Young&Young(without enclosures) D —� � °� LF NOV - r2010 TOWN OF SOUTHOLD YOUNG &YOUNG Telephone 631-727-2303 400 Ostrander Avenue Facsimile 631-727-0144 Riverhead, New York 11901 admin@youngengineering.com HOWARD W. YOUNG, Land Surveyor THOMAS C. WOLPERT, Professional Engineer ROBERT C. TAST,Architect DO UGLAS E. ADAMS, Professional Engineer December 17, 2010 ATTN: Connie Town of Southold 54375 Route 25 P.O. Box 1179 Southold, New York 11971-0959 RE: SHAWN P. FITZGERALD & JOLYNE C. FITZGERALD Lot 11, "Wolf Pit Pond Estates" at Mattituck, T/O Southold, New York (10-0087) Dear Connie: Enclosed is one (1) set of the Final Survey (Sheets 1 & 2 of 2) last dated June 22, 2010 bearing the SCDHS stamp of approval of constructed works dated October 21, 2010, for your use. Very truly yours, �� e ,Woep Thomas C. Wolpert TCW/mal Encl. Planning Engineering Land Surveying Architecture Consumer Affairs License Search t ' Page 1 of 1 Consumer Affairs Steve Levy Denis). McElligott County Executive Commissioner Suffolk County Contractors License Search Please enter the telephone or license number of the contractor you are searching for.Do not assume that the party you are researching is not licensed if no results are returned.For further verification,please call the Office of Consumer Affairs at(631)853-4600 Monday through Friday,from 9am to 4 pm. License#: - -- Enter numbers 46565 only. Telephone#: 516 520 0818 Submit_, _Glear Licensee / License Issue Expire License Salesperson Company Address Phone # Type Date Date Category Name T MICHAELS 25 KEATS (516) 20- 01- THOMAS COURT PRISCO CONTRACTING BETHPAGE 520- 46565 H Aug- Aug- H1 - GC INC NY 11714 0818 09 11 Printable Version Click here for a complete list of license types. Legal Disclaimer cc 16) 5 Zo -0c�/� 73. -5 5d 3 f::�Cvw (�516J5-76 2S31 http://www.co.suffolk.ny.us/Consumer%20Affairs/ContractorSearch/Default.aspx 8/20/2009 REScheck Software Version 4.2.0 Compliance Certificate • D � C� E W-E Project Title: FITZGERALD JUL 6 2009 Energy Code: 2007 New York Energy Conservation Construction Code Location:. Suffolk County, New York BLDG.DEPT. Construction Type: Detached 1 or 2 Family TOWN OF S H OLD Heating Type: Non-Electric Glazing Area Percentage: 26% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: 495 Paddock Way Arthur Platt Arthur Platt Mattituck,NY 11952 Fink&Platt Architects Fink&Platt Architects 347 West 36th Street 347 West 36th Street Room 1202A Room 1202A" New York City, NY 10018 New York,NY 10018 212-631-0675 212-631-0675 avdgp@finkandplatt.com avdgp@finkandplatt.com *._ Compliance:10.5%Better Than Code Maximum UA:237 Your UA:212 Gross • • UA Assemblyor or D•• Perimeter • Ceiling 1 (new Mud.Room):Flat Ceiling or Scissor Truss 135 38.0 0.0 4 Ceiling 2(Bthrm.3):Cathedral Ceiling(no attic) i 10 30.0 0.0 0 Skylight 1:Wood Frame.Double Pane with Low-E 4 0.500 2 Ceiling 3(Family Room):Cathedral Ceiling(no attic) 10 30.0 0.0 0 Skylight 2:Wood Frame:Double Pane with Low-E 4 0.500 2 Wall 1 (new Mud Room):Wood Frame, 16"o.c. 300 21.0 0.0 .12 Window 1:Wood Frame:Double Pane with Low-E 6 0.310 2 Window 2:Wood Frame:Double Pane with Low-E 6 0.310 2 Door 1:Glass 24 0.320 8 Door 2:Glass 24 0.320 8 Door 3:Glass 24 0.320 8 Wall 2 South Courtyd 3 sides:Wood Frame,16"o.c. 600 21.0 0.0 24 Door 4:Glass 24 0.320 8 Door 5:Glass 24 0.320 8 Door 6:Glass. 40 0.320 13 Door 7:Glass 40 0.320 13 Door 8:Glass 51 0.320 16 Wall 3(North Entry):Wood Frame,16"o.c. 360 21.0 0.0 15 Window 3:Wood Frame:Double Pane with Low-E 20 0.310 6 Window 4:Wood Frame:Double Pane with Low-E 20- 0.310 .6 Door 9:Glass 51 0.320 16 Wall 4(South @ Kitchen-Exist.):Wood Frame,16"o.c. 240 21.0 0.0 11 Window 5:Wood Frame:Double Pane with Low-E 30 0.310 9 Window 6:Wood Frame:Double Pane with Low-E 6 0.310 2 Window 7:Wood Frame:Double Pane with Low-E 6 0.310 2 Floor 1 (new Mud Room):All-Wood JoisVTruss:Over Unconditioned 135 19.0 0.0 6 Space Crawl 1 (new Mud Room):Solid Concrete or Masonry 100 10.0 0.0 9 Wall height:4.0' Project Title: FITZGERALD Report date:03/17/09 Data filename: FitzGerald E & M 02.20.09.rck Page 1 of 6 Depth below grade:4.0' Insulation depth:3.0' Inside below-grade depth:0.0' Boiler 1:Other(Except Gas-Fired Steam)85 AFUE Air Conditioner 1:Electric Central Air 19 SEER Air Conditioner 2:Electric Central Air 19.6 SEER Air Conditioner 3:Electric Central Air 19.6 SEER Air Conditioner 4:Electric Central Air 19.6 SEER 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 2007 New York 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 knowled e'e, d p fessional'udgment,such plans or specif tions are in compliance with this Code. a -Title ignature Date Project Notes: The Proposed"ENVELOPE"work consists of a 135 sf"Mud Room"addition,various new and replacement windows,skylights and doors. The interior work consists of the completion of approx. 1340 sf of 2nd floor area. A proposed pool house is insulated but not heated or air conditioned. VdG o 0254&�. OF Project Title: FITZGERALD Report date: 03%17/09 Data filename: FitzGerald E& M 02.20.09.rck Page 2 of 6 RES check Software Version 4.2.0 Inspection Checklist Ceilings: ❑ Ceiling 1 (new Mud Room):Flat Ceiling or Scissor Truss,R-38.0 cavity insulation ' Comments: ❑ Ceiling 2(Bthrm.3):Cathedral Ceiling(no attic),R-30.0 cavity Insulation Comments: ❑ Ceiling 3(Family Room):Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1 (new Mud Room):Wood Frame, 16"o.c.,1`1=21.0 cavity insulation Comments: ❑ Wall 2 South Courtyd 3 sides:Wood Frame,I W o.c.,R-21.0 cavity insulation Comments: ❑ Wall 3(North Entry):Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 4(South Q Kitchen-Exist.):Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U.-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 5:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 6:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Project Title: FITZGERALD Report date: 03/17/09 Data filename: FitzGerald E &M 02.20.09.rck Page 3 of 6 ❑ Window 7:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Skylights: ❑ Skylight 1:Wood Frame:Double Pane with Low-E,U-factor:0.500 #Panes Frame Type Thermal Break? Yes No Comments: ❑ Skylight 2:Wood Frame:Double Pane with Low-E,U-factor:6.500 Vanes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.320 Comments: ❑ Door 2:Glass,U-factor:0.320 Comments: ❑ Door 3:Glass,U-factor:0.320 Comments: ❑ Door 4:Glass,U-factor:0.320 Comments: ❑ Door 5:Glass,U-factor:0.320 Comments: ❑ Door 6:Glass,U-factor:0.320 Comments: ❑ Door 7:Glass,U-factor:0.320 Comments: ❑ Door 8:Glass,U-factor:0.320 Comments: ❑ Door 9:Glass,U-factor:0.320 Comments: Floors: ❑ Floor 1 (new Mud Room):All-Wood JoisVTruss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Crawl Space Walls: ❑ Crawl 1 (new Mud Room):Solid Concrete or Masonry,4.0'ht/4.0'bg/3.0'ext.insul/0.0'inside bg depth,R-10.0 cavity insulation Comments: Applies to wails of unventilated crawl spaces. Heating and Cooling Equipment: ❑ Boiler 1:Other(Except Gas-Fired Steam):85 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air:19 SEER or higher Make and Model Number: ❑ Air Conditioner 2:Electric Central Air:19.6 SEER or higher Make and Model Number: ❑ Air Conditioner 3:Electric Central Air:19.6 SEER or higher Make and Model Number: ❑ Air Conditioner 4:Electric Central Air:19.6 SEER or higher Make and Model Number: Project Title: FITZGERALD Report date: 03/17/09 Data filename: FitzGerald E& M 02.20.09.rck Page 4 of 6 Air Leakage: �. Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. Ll Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,fixtures are installed with a 3"clearance from insulation: Vapor Retarder: 0 •Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: 0 Materials and equipment are installed in accordance with the manufacturer's installation instructions. Ll Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. 0 Insulation R-values,glazing U-factors,and heating and cooling equipment efficiency are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: 0 Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. LI Return ducts in unconditioned attics or outside the building are insulated to at least R-4. LI Supply ducts in unconditioned spaces are insulated to at least R-8. LI Return ducts in unconditioned spaces(except basements)are insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: Ll All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 18113. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). The HVAC system provides a means for balancing air and water systems. Temperature Controls: Ll Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters exist for each dwelling unit. Fireplaces: 0 Fireplaces are installed with tight fitting non-combustible fireplace doors. Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or;the New York City Building Code,as applicable. Service Water Heating: 0 Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. 0 Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: 0 Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: Ll All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: FITZGERALD Report date:03/17/09 Data filename: FitzGerald E&M"02.20.09.rck Page 5 of 6 _ ~ Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0"- Over 2" Temperature(OF) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Insulation Thickness In Inches by Pipe Sizes Piping System Types Fluid Temp. Range( F) 2"Runouts 1"and Less 125"to 2.0" 2.5"to 4" Heating Systems Low Pressurelremperature 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 and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: FITZGERALD Report date:03/1-7/09 Data filename: FitzGerald E&M 02.20.09.rck Page 6 of 6 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EASTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF To THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)@ CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. LOT OOVERAGE Lot 13 ,��` --�� .,S '�yo s� dot N Subdivision - � -- \:`/G\o$, /gyp/th-ism 9� EXISTING Wolf Pit Pond Estates ;b0 O ,,,�\T��F hq� ` 2 STORY FRAME HOUSE = 5,055 50. FT. = 1.4ib z ii ry �' 0' �1/., St 400 Ostrander Avenue cIOI 2 STORY FRAME GARAGE = 1,4a12 50. FT. = 019 p I -�q �6S��C1\`�^►�9$O es" �� w � �- E Riverhead,New York 11144 cl- ` O� -' .J tel.631.'12"12303 fax.631.'12'f.0144 POOL = 585 50. FT. = 0.4% °� I admin®youngangineering.com TENNIS COURT = 6,474 SQ. FT. = 5.09C, _ j�4 Howard W.Young:Land Surveyor R=4 O I60.00 `�6 � iy0 O� S Thomas G.walpe Engineer Ro beProfessionalt C.TastAr Architect 0.00 TOTAL = 11,g04 50. FT. = 5.590 L= .0ai'�� " Douglas E.Adams,Professional Engineer ' `C PROPOSED �;� \�� LR=3�0 � d MUD ROOM = 105 50. FT. = O.0% / p SITE DATA �i ry� `�� ti� O M POOL HOUSE = 254 50. FT. = 0.1% �� ep= AREA = 5.0044 ACRES 1 Q O ry A •SUBDIVISION MAP- "WOLF PIT POND ESTATES: FILED IN THE o '1 t7 . O OFFICE OF THE CLERK OF SUFFOLK COUNTY ON DUNE 21,IggO AS TOTAL = 12,246 50. FT. = 5.630 09 0� >(� p so �,p 6q� A FILE NO.8g63. Ir �g�Pw b0 00 �'/S • VERTICAL DATUM = N.G.Y.DATUM(M.SL. I41201) ELEVATIONS ARE SHOWN THUS: + 24.58 _ S •FLOOD INSURANCE RATE MAP SEE PANEL NUMBER 56105G0145 IsQO A �� -��Q !ti O�c LAST DATED MAY 4,IggB. J �'. S o' 0 HEALTH DEPARTMENT USE t 1< POPOSW x . 4 �NINS G�RLASHM INIS Lot I I WR STONE S ��\ 2 STORY "FRAME GARAGE ' PROPosIx / Qi SURVEYOR'S GERTI -' s,sArNITr+ O SANITARY REMOVE EXISTING - _ /� �. w✓ {',,S \ FRAME POOL - 9 HOUSE<BRICK PATIO `, S tom: \_) ' I.UEST�PATIO 0t 0J �r p 0� PROPOSED PROPOSED /' ,r,P HOWARD W.YOUNG,N. L.S.NO. DOE PEROOLA� / PROPOSED 4'HIGH POOL HEDGE /- -�" J X>t N //oura0 fENCEwiTHSELP-cLosING• ��tti(� SURVEY FOR N PAINTED WOOD GATES 1/ oY ICI O / �` AWN P. F I TZIS ZALP 4 PROPOSIED / \a 9. no o PROPOSED / ' �P 4 4 JOLYNE G. F I TZCGERALD o rJt ,gyp } POOL HOUSE / LOT 11 "WOLF PIT POND ESTATES" o s-Ot o��t� �a PPOOLL`EWIPMENT / 4�' l �JU� � at Mattftuck, Town of Southold �t tOR 1,0 1 �Y � �� / P� ` w�\ �'` Suffolk County, New York SANITARY 44i�v BUILDING PERMIT 5URVEY � L �/ /•/ o'�/ �OJ �` County Tax Map olstFmt 1000 se°LIDO 10"i Block04 2.10 2.10 t / / ��: �� T�• FIELD SURVEY COMPLETED OCT.06,2005 t\`� OC �,• MAP PREPARED OCT.0-1,2005 Record of Revisions vOttt� RECORD OF REVISIONS DATE \a AMMOP0 F3UII DINT;PERMIT nATA UI)V in st Ell q v ��tK Ioo 0 50 100 150 �00 5oale: 1" = 100' TONE \� O `y (�� Q JOB NO.2008-0333 DWG.2008_0353_t7p I OF 5 Ei = MONUMENT SET ■= MONUMENT FOUND = STAKE SET e= STAKE FOUND /' (1)UNAUTHORIZED ALTERAMON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO ETOSTBEG STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT 70 BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(S)COPIES OF THIS SURVEY YAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR DWSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICAMDN INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTInCATtONS ARE NOT TRANSFERABLE TO ADDRIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. / N 400 Ostrander Avenue w I u A 6 O W , — E Riverhead,New York IIg01 E Ow��•0(� ywow 4 /y te1.631t�3ngenginol 6 O 7e"p adm ering.com /� �q o�j Howard A.Young,Land Surveyor I J� 0 'fir J h am Thomas 0.Nblpert,Professional En91neer ,a Robert C.Tast,Architect Q�wlq�� 9J �q�Ce 3 Douglas E.Adams,Professional Engineer •��\ s,, SITE DATA i S `\ AREA = 5.0044 ACRES o •SUBDIVISION MAP- 'WOLF PIT POND ESTATES: FILED IN THE m `� OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JUNE 21,1990 AS g \ FILE NO.84i63. \ `\\ • VERTICAL DATUM - N.6.V.DATUM(MSL.1924) ELEVATIONS ARE SHOWN THUS. .+ 24.88 PROPOSED PARKINS 4 •FLOOD INSURANCE RATE MAP SEE PANEL NUMBER 3610SWI45 6 .25.25 Lot I I g� SCREENINIS CRUSHED LAST DATED MAY 4,1448. TONE . \�\\ •2556 POWEwzED srCuRlrr ,dnA• HEALTH DEPARTMENT USE ` &ATE W/TEL. i \ EXISTING SANITARY 5Y5T13.1 \\ TO BE ABANDONED IN U' •25b4 VALVE \�24.43� \` PROPOSED GONG. `�\O `\♦ `��?O3' `\ R�Ir�, ARY 5YSTTEM ® ryOJp��G STATUE BASE/ P" �'� •2S.I9 `•� / `� y� 41 6F26 d � SURVEYOR'S GERTIPI IQN— \� \ ir,Is \ PROPOSED ``\ \ 29.06 0 PROPOSED ,� TONE PATIO ♦` 26A2 G 26bI MUD ROOM S /q O� 20 C� . p°i `♦ HOWARD A.YOUNG, LS.NO. c G OJ n 1 ♦ ♦ 'S ;. rkt f mUL \ 0 \` 4 N e h�6 0� 25.00 �o der �,� / w SURVEY F Pool � �'• y\3' PERGOLA `` ♦24.05 OLr1NE 0 F TZG IvALD 26.14 LOT 11 °WOLF PIT POND ESTATES" 912 1�' ` 4^ •25.41 / of Mattituak, Town of Southold Suffolk County, New York •24so •2521 1y PROPOSE 4'HIGH POOL HED6E \ REMOVE EXISTING 577. FENCE WITH S11F-CLOSING t / �c`♦\ BUILDING PERMIT SURVEY FRAME POOL HOUSE �� PAINTTW000 6A •25,&q / a BRICK PATIO 2' 12' LP 0 •24s0 \\ County Tax Map Di.W.t 1000 Section 101 Block 04 2.10 2.10 PROPOSED OOR/ 2O� DRYWELL t!n 14' / �0� FIELD SURVEY COMPLETED OCT.06,2006 SHOVERr / RELOCATED MAP PREPARED OCT.N'r(,2008 POOL ISWIPME r j'� 14' 14° O P� 24b0/ , ice L� �f(y Record of Revisions o• p RECORD OF REVISIONS DATE 4•q PROPOSED AMFNFn Emill DINT;PFRMIT rn E?ATA N / in- minA .,., POOL HOUSE PROPOSED T7 12' SYSTEM SANITARY O,•4h 1Z' 14• S:,J •2994 . o�� t d._IGABLE BOX / 5o O 25 5o 100 E LErTRIc METER / d 9 �TRIG Saale: 1" = 50' TRAN5FORFER / JOB NO.2008-0555 •25.41 / •2436 DWG.2008_0553 .bp 2 of 5 E =MONUMENT SET ■= MONUMENT FOUND A= STAKE SET A= STAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO E%ISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY,(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS N *0"� 4 yolw� M 400 Ostrander Avenue 'GROUNDWATER ELEVATION TAKEN FROM "WATER TABLE W Riverhead,Nevi York 11901 E CONTOURS AND LOCATION OF 055MVATION WELLS IN SUFFOLK tal.631.121.2303 fax.631."121.0144 COUNTY,N.Y.MARCH 1999"(WELL#55336). I admin®youngengineering.com Howard W.Young,Land Surveyor Thomas C.Wolpert,Professional Engineer S Robert C.Tost,Architect Douglas E.Adams,Professional Engineer HOUSE ear 51TE DATA AREA = 5.0044 AORE5 n ' •SUBDIVISION MAP- "WOLF PIT POND ESTATES: FILED IN THE o OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JUNE 21,1990 AS o FIRST FLOOR 28' 8' FILE NO.8963. EL=28.08 • VERTICAL DATUM = N.G.V.DATUM(M.5.1-. 1929) m a FINISHED GRADE • ELEVATIONS ARE SHOWN THUS: + 24.85 n IE-27A FZ71.EL 263 •FLOOD INSURANCE RATE MAP SEE PANEL NUMBER 36103G0143 G o EL=263 LAST DATED MAY 4,I998. o ❑ I tA'� " HEALTH DEPARTMENT USE m 4'PIA PVC, N 4"DIA PVC, H IE=235 PIPE®2m% IE-22.9 050 FLOW LINE r IE=22.4 PIPE®IAO% IE=223 033' 5A0. 8.00, rL 0 EL=15.0 GROUND 3'MIN E 'e 8410, s oo' WATER SURVEYOR'S GERTI F I G?i 1 r�; -3b 1500 GAL. SEPTIC, TANK LEACHING POOLS r (2 POOLS) HYDRAULN s PROFILE HOWAF W.YOUN7�� L.S.NO. CIS, PROPOSED 5 POOL HOUSE SURVEY FOR -" C4 C SHAAN P. P I TZCGERALD 4 FIRST FLOOR lo' 8' JOLYNE G. F I TZSERALD a EL=2450 LOT II "YVOLF PIT POND ESTATES" o IE=23D FIN15HED 6RADE G.I.G at Mattituck, Town of Southold EL=22•1 Suffolk County, New York EL=225 0 8' 12"MAX. BUILDING PERMIT SURVEY 4'DIA PVC, PIPE WN t 4"VIA PVC, County Tax Map District 1000 Section 10-1 Block 04 2.10 2.10 IE=19A IE=18b Otero' ® OS5 IE=182 t� FIELD SURVEY COMPLETED OCT.06,2008 FLOW LINE IE=183 PIPE IA Off' MAP PREPARED OCT.O 1,2008 4A0' 4.00' Record of Revisions RECORD OF REVISION5 DATE AMFNt7Fr)PJ➢LDINr PERMIT nATA NQV 10,9n08 EL=14.9 a i 0 _ 8 GROUND 3'MIN. F 8A0' AO' WATER EL=39 0 m 1000 GAL. SEPTIC, TANK 100 5.F.5.I1q.A. LEACHING POOL HYDRAULIC, PROFILE Scale: N.T.S. JOB NO.2008-0333 DWG.2008_0333 .bp 3 of 5 O = MONUMENT SET ■= MONUMENT FOUND = STAKE SET A= STAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EASTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(S)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. f:1 Ear N 400 Ostrander Avenue Riverhead,New York 114101 tel.65I.'721.2505 fax.651.121.0144 adminoyoungengineering.com Howard W.Young,Land Surveyor Thomas C.Wolpert,Professional Engineer Robert C.Tast,Architect ® S Douglas E.Adams,Professional Engineer n 51TE DATA AREA = 5.0044 ACRES M x�u SUBDIVISION MAP- 'WOLF PIT POND ESTATES: FILED IN THE m m OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JUNE 21,19OIO AS PRZVM FILE NO.84165._ N 3 ( ® a • VERTICAL DATUM N.G.V.DATUM(MSL. 1929) i • ELEVATIONS ARE SHOWN THUS: + 24.88 n M p;; "" O •FLOOD INSURANCE RATE MAP SEE PANEL NUMBER 56105Co145 G LAST DATED MAY 4,1996. o t C!t % HEALTH DEPARTMENT USE 0 0 i fill i FIRST FLOOR PLAN SURVEYOR'S GE T TON>�' E HOWARD W.YOUNG,N. L.S.NO. 3 t' i 1h . l— SURVEY FOR SH,4WN P. 1=ITZ67ERLn JOLYNE G. F I TZGERALD 0 F < rig — - LOT II ''WOLF PIT POND ESTATES" at Mottituck, Town of Southold o a ® a I ® Suffolk County, New York SUILDIN& PERMIT SURVEY County Tax Map District 1000 Section 10-1 Block 04 2.10 2.I0 a. FIELD SURVEY COMPLETED OCT.06,2005 O O MAP PREPARED OCT.01,2005 — Record of Revisions RECORD of REVISIONS DATE IlEff .1 1 1 1 1 ® AMMor-n BJII 0INr,PERMIT DATA NnV In 7nnb i 0 tLill u `o Y m O J a SECOND FLOOR PLAN Scale: N.T.S. JOB NO.2008-0555 DWG.2008_0555_bp 4 OF 5 El = MONUMENT SET ■= MONUMENT FOUND 0= STAKE SET e= STAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(X).SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS N 1 400 Ostrander Avenue 7-21 �� E Riverhead,New York 11901 tel.651.129.2303 fax.631."121.0144 admin®youngengineering.com Howard W.Young,Land Surveyor Ln Thomas C.Wolpert,Professional Engineer Robart C.Tost,Architect d S Douglas E.Adams,Professional Engineer CHAN GING SITE DATA } N = AR A AREA = 5.0044 ACRES cI •SUBDIVISION MAP- "WOLF PIT POND ESTATES: FILED IN THE ,s OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JUNE 21,1990 A5 o FILE NO.84163. N 3 • VERTICAL DATUM = N.G.V.DATUM(M.5.L. 141241) i • ELEVATIONS ARE SHOWN THUS: + 24.55 M n N I 4 FLOOD INSURANCE RATE MAP SEE PANEL NUMBER 36103C0143 G m LAST DATED MAY 4,14cI8. oDo t,p� 0 HEALTH DEPARTMENT USE 0 N tl, a) ER i I 3 1 2"2 8" 2'2'—C3 1 2" 4'-811 22'-0" 0 i� cV L PAS AGE 5URVEYOR 5 GERTIf= ;ION= �t N (n e e `•'•yam 6 o N HOWARD W.YOUNG,N. LS.NO. C15 SURVEY FOR N r SHAAN P. FITZGERALD 4 JOLYNE G. F I TZGERALP LOT II "WOLF PIT POND E5TATES11 PANTRY at Mattituck, Town of Southold -- Suffolk County, New York c� BUILDING PERMIT 5URVEY N REF DW Ec County Tax Map District 1000 section 10'1 Block 04 2.10 2.10 9E FIELD SURVEY COMPLETED OCT.Oro,2005 • MAP PREPARED OCT.07,2008 I Record of Revisions RECORD OF REVISIONS DATE 5 1 2" 5 1 " AMFNnFo F31111 T71Nr PERMIT DATA NOV In 2ooa 13'-4" L U O lb POOL HOUSE PLAN a Scale: N.T.5. JOB NO.2008-0555 DWG.2008_0333_bp OF 5 E = MONUMENT SET ■= MONUMENT FOUND Q= STAKE SET ®= STAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO DaSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS LOT COVERA&E , ,_ s� �o" 9 N ° b Lot s6$ a� EXISTING Subdivisioio n *Ouq �. �4�� 2 STORY FRAME HOUSE = 3,053 SQ. FT. = 1.490 "Wolf Pit Pond Estates" ' ' Q•q3' p ?° o h 2 STORY FRAME GARAGE = 1,4g2 50. FT. = 0.790 i' 0 Oo' \r`C-) ha Fs Z 1 / iry�7 EQt 400 Ostrander Avenue POOL = 555 50. FT. = 0.49b O \► ( � 6$° ��C \` \ 9�0 eS„ W — E Riverhead,NvA York II°IOI L r F O. I� — ^'J tel.651.12'12505 fax.631.121.0144 TENNIS COURT = 6,4-14 50. FT. = 5.09b �_ I I pI oS;2�°�`� \ \ Xnp� � ' admin®youngengineering.com 1/ Howard W.Young,Land Surveyor TOTAL = 11,1104 50. FT. = 5.59° N O I I(J 160.G0' ?q6 ry0. Thomas C.Aolpert,Professional Engineer PROPOSED R=40.00' -O l �7' O S Robart G.Tast,Architect L=37.0 , I Ile Douglas E.Adams,Professional Engineer MUD ROOM = 108 50. FT. = 0.090 i �1'ti=40.00' tA� POOL HOUSE = 254 50. FT. = 0.1% �� 1_=37.Og' lu SITE DATA ry i \"O ill, p AREA = 5.0044 ACRES A s SUBDIVISION MAP- "WOLF PIT POND ESTATES: FILED IN THE oI TOTAL = 12,246 50. FT. = 5.6% �0 i I OQ' S�, ry OFFICE OF THE CLERK OF SUFFOLK COUNTY ON.TUNE 21,AcIO AS cc u l 1�l)V 6 A FILE NO.8963. P/g ,T e� /l'/ • VERTICAL DATUM = N.G.V.DATUM(M.S.L. 1929) i �yw�`4 \ �C ��' S/�ij U1 • ELEVATIONS ARE SHONM THUS: + 24.88 N a _ �' •FLOOD INSURANCE RATE MAP SEE PANEL NUMBER 36103G0143 G \k aOK S(.j SST> +, LAST DATED MAY 4,19g8. w (�a \ o � A'�o D l� H ARTMENT USE rr tea\ ST ,.ti@S J U N 8 2009 " ! " o PROPOSED PARKINS R/ M Lot 11 4:✓KEENING GRUSHM / °pc STc»� BLDG.DEPT. UFFOLK COIJ�V IY® PAR�M NIT®� �o �4j\ 2 STORY 0' /" TOWN OF SOUTHOLD PERMIT'FOR APPROVAL Or�:�t�uTR�LTH SERVICES �PRAME SARA6E / � _Y e�l OLE �` �IC`l�A3FORA PROPOSED ;'./ / .� SURVEYOR'S GERTIFI: �fyh.ILY�a I0EI�' fv ii91� sANIrARY SYSTEM o a 'p. ' REMOVE EXISTING FRAT7E POOL � /• / �. _ HOUSE 4 BRICK ATE D - PATIO H.S. 6 �. p 'pS PROPOSED TONE PATIO '�� ,(/(,� - ir' R 1/ED ?j O ryyt Pi�D ��' '(� i/'~�APPLIMROXIMATE Or LN�AT)� �� 1 s tee- • �* . / �0 ; r�TLANDs ;:r TOTAL 55a�L ,+ 0 r POOL � //' � HOWARD W.YOUNS,N.Y.S. S.NO.458 C4 RE47 UM L7EDRO®Mp t �w w i PROPA TANK ACC / _,_ rr •s Epp YEA I- �( � GJ /__ PROPOSED �� f-E1'!� 7�Y'tRS I'ROF, AG�o�Iy� J O ��WATER SERVICE PERGOLA/ all, SlAi hWR OUTV � PROPOSED 4 HIGH PaaL HEDS�F� ,Y � SURVEY FOR N /`jl.�VVV"`rr..c... uh��eit�e wa�Pr - -/ tip O PAINTED I `�" �� w�.��' q SITYVN P. FITZGERALP r®� � n PROPOSIED 9O U o ,;/./ �,�- q� �` JOLYNE G. FITZ&ERALP h 4V u-cP a C OST / \a o 0t w0 �HOME LOT 11 "WOLF PIT POND ESTATES" r�d0�" t ixh /� t� 0�' t� POOL at Mattltuck, Town of Southold U a�l/r!S /��©vt� �pp/ s�0 Ot� U ��, / / �� e Suffolk County, New York o / a 1/+iKJ� I LP Ot U��0� �' y �,qQ P rep; r 0� �tPj\� '�� PROPOSED� /"/ evP /y� :�X V� ^'c, �) SUILDIN6 PERMIT SURVEY V(l� , SYSTEM ; "J . -ilO �6 \v U' Q 17 l4 / •/ e ;! �a County Tax Map District 1000 Section 107 Block 04 2.10 2.10 A• CC FIELD SURVEY COMPLETED OCT.Ob,2008 / \a $I 0� MAP PREPARED OCT.0-7,2006 \A Otk �. Record of Revisions / t �P! I4 RECORD OF REVISIONS DATE rC0 0\\`� 0`C' AMFNnPo FJUII nlN"PERMIT DATA ram.rev io 200A Ot r� ' �' S O GENERAL AMENDMENPFRMIT DATA MAR 7000 o �. 0�w0�pa0•\��(�� C Q /� yl° •\ .a-"'�"`'� 1SENERAI_. AMENDMENTS 51 MAY e donme t(), c ,1 - a, ><s Eng saY:lt s"t° c?A�:,� \� 'b .•, R�,�l Y � �� `$�1 �+ 51�� xs 10.0 O 50 100 150 *^ .l �ueC.eLg 1+9J6 2y�„' /� / �i1 7 � �J �/B a.��2�tit$��'1'�• �'� : a � �� 00. ��p►D!� Scale: I" = 100' a t-? �313, �iy �qj�/A_j 0 '' _..r�4,�Ll Tat$ fi�^y JOB No.2008-0333 CTT Lt (/�Y0\ �C i �� '!�J'' ZD �1� \\ /� �0' DWG.2006_0555 by I of 5 N _ O = MONUMENT SET ■= MONUMENT FOUND A= STAKE SET A= STAKE FOUND ON OR ON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK TE EDUCATION LAW. DISTANCES OWN HEREON FROM LNES TO EXISTING RES ARE FOR A SPECIFIC PLqMM AND ARE NOT 70 BE USED TO ABLISH UNIES OR ERECTION OF FENCM )COPIES OF THIS SURVEY MAP INKED SEAL OR EMBOSSED SEAL SHALL MDT BE TO BE A VAUD E COPY. )CERTIFICATION (LMICATED HEREON SMALLnRUN ONLY TnO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND HI BEHALF TOATHE TITLE COMPANY.(GOVEANYEN AL9AGENCYY AND LENDING INSTITUTION LISTED HEREON.AND ASSIGNEES LENDING INSTITUTION-CERTIFICATIONS ARE NOT TRAM TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 5) LOCATIONNOT OF WELLS(W).SEPTIC TANK SURVEYORS CESSPOOLS(CP) HEREON ARE FROM FIELD OBSERVATIONS ONS AND OR DATA OBTAINEDFROM OTHERS 400 Ostrander Avenue rj 7,9 6 01( W , _ E Riverhead,New York 1190E y�� Q � A/S//� — tel.bsladmlr igaim2505 fgaengUel�efng m Howard W.Young,Land Surveyor 0�\\�`> �� j� Sl( S Thomas G.Nblp Robert 0.Tact Professional Engineer \ Architect Douglas E.Adams,Professional Engineer 1 S // ARE ITS 044ACRES •SUBDIVISION MAP- 'WOLF PIT POND ESTATES. FILED IN THE c / `♦ \ OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JUNE 21,I990 AS c ST / `� \\ FILE NO.8963. �/ \`� • VERTICAL DATUM - N.G.V.DATUM(M.SL. 1929) i O / `� s�, �� • ELEVATIONS ARE SHOWN THUS. + 24b8 > PROPOSED PARKIN& i V •FLOOD INSURANCE RATE MAP SEE PANEL NUMBER 86103WI48& 01 `♦ Lot IN&GRUS ED , LAST DATED MAY 4,1448. 1 , \�`. •2556 " Po►�zE�D SECdJR11 Yo \ HEALTH DEPARTMENT USE &ATE W/TEL. EXSTI``♦ ToI BE�ABANDO)�D N SANITAW 5Ti1 AGGORPANM MOTH THE I VALVE . S.CD.H5.STANDARDS •2Sb4 VALVE ♦\24.49'�� ♦ \ PROPOSES GONG.U�/ 'O. ``♦\\ �� `♦\ R.I . 1 5 SS1T84Y FF• 1y ' STATBASE/ UN 8 2009 ♦ `�� (� 3 g �`°� •29.'M `♦♦ `.; �` / � � y�. ,�r�, 6z� o a°'� ��`.�/ / B 'S G �IFI� 25.48\�` �� • `b r" // ♦j(♦ TOWN OF SOUTHOLD POO / 0 / n •� \ •2452 `♦ ♦ Do0 / ♦ t t` - .3 PROPOSED 28A8S 2a �o,�k / ♦ �� E <1 PATIO 26b1 MD ROOM oa 11 i PROP PROPANE // HOWARD K YOUNS,N. 5 L.S.NO. S ALE S 15 2e�F j - a AW i 24.41• 2' Q�°- �``. /// SURVEY FOR ' / 6 ^ I asoo �, ,� PROPOSED O 1ER60LA 'K SHAAN R FITZ&ERALn 4 ^� �``� _ • POOL 2498 .'/ F 'fk /'�``♦, 2�.14 29."I8 / � � JOLYNE G. FITZ6E1AL0 / LOT II 'WOLF PIT POND ESTATES 2254E`Gi' � fir° • i� `♦ -""""PROPOSED at Mattituak, Town of Southold NIAT'E .SERVICE Suffolk County, New York 4' •240A •a821 / ``♦ s• PROPOSED HI&H POOL HEDGE / `♦ BUILDINS PERMIT SURVEY 1= REMOVE EXISTIN& ,(� SELF-LATCHING HARDWAREIN&t /� .25sa ° /R 1'AI � \`♦\ FRAME POOL HOUSE Nl1S WOOD&/'`T� / / ♦ County Tax Map Dlatricl 1000 section 10'1 Bloek 04 2To 2.10 / 4 BRICK PATIO 2• 12 �. PROPOSED •2490 // `♦ �Ort / SHOVEROUTDOOR i.• 14' I�L // / ,��0� FIELD SURVEY COMPLETED OCT.06,2005 F / MAP PREPARED OCT.07,2008 POOL RELOCATED PADO7� 14, i4• PAD /z4ao/ �' Record of Revisions o• / RECORD of REVISIONS DATE O2, PROPOSES 4• // �}�!Q" /•• AMENDED FLlll DINE•,Pf�2MIT DATA Nfr/ IA 7e7DA Y^!"!' SANITARY SYSTEM 12' / y�M' /' AMENDED eu(LDINS PERE.fI 'DATA IAN 2%2 2' // •25.19 6ENERAI_AMENDMENTS MAR Q._2nOQ qh h PROPOSED • •23.')4 / / L5ENMZAI. 4MENDMETITS MAY Qj,ne) @/9 O^h POOL 1.1QUSE♦_ii i2� 14• 12• •2sS4 28.'R // / 1V '�9J591`oS 12• ABLE Box � 50 0 25 50 100 ELECTRIC 1+�8i -p P `, SGQIe: 1° = 50' TRANSWOWIM PQ� JOB NO.2008-0333 / •2S.a1/ / .2458 ./•'' Y�� DW&.2008_0333-inp ?OFs O =MONUMENT SET ■= MONUMENT r-OUND Q= STAKE SET A= STAKE FOUND (T)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EASTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WEDS(W),SEPTIC TANKS(ST)@ CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS N °'GROUNDWATER ELEVATION TAKEN FROM"WATER TABLE I 400 Ostrander Avenue LONTOURS 7.2505 tel.631.72 2303 AND LOCATION OF OBSERVATION WELLS IN SUFFOLK � R f New York 11901 W — `r'J E fax.631.727.0144 COUNT(,N.Y.MARCH I4aq"(WELL#53336). I adminasoungengineering aom Howard W.Young,Land Surveyor Thomas C.Wolpert,Professional Engineer S Robert C.Tast,Architect Douglas E.Adams,Professional Engineer HOUSE SITE DATA AREA = 5.0044 ACRES of •SUBDIVISION MAP- "WOLF PIT POND ESTATES: FILED IN THE CO OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JUNE 21,IcigO AS FIRST FLOOR 28' 8' FILE NO.8963. N EL-28.08 19 VERTICAL DATUM = N.G.V.DATUM(M.S.L. I929) � ELEVATIONS ARE SHOWN THUS: + 24.58 I IE=27D FINISHED GRADE G I EL=26B s FLOOD INSURANCE RATE MAP SEE:PANEL NUMBER 3610300143 IS EL=263 LAST DATES MAY 4,1448. CO I2° HEALTH DEPARTMENT USE m 4'DIA PVC 0 IE=235 PIPE®2.00R' IE-22.9 4"DI P/G - - �' 050' FLOW LINE IE=22.4 PIPE®IWZ IE=223 i O.W.— S.W. 5.00 c EL=15.0 GROUND 5'MIN k.:W BDo' Do' WATER SURVEYOR'S GERTIFI ION°� P ' T t = 1500 GAL. SEPTIC TANK LEACHING POOLS `s� ) '`a' (2 POOLS) HYDRAULIC PROFILE NTS N HOWARD W.YOUNG,N.Y L .NO.458 PROP05ED tin POOL HOUSE SURVEY FOR " SHMN P. F I TZSER.ALD 4 JOLYNE G. F I TZGERALD FIRST FLOOR a EL=245o LOT II "WOLF PIT POND ESTATES" L] o IE-23D FINI5HED6RADE GI at Suffolk Go ntyn N w York Id aJ EL=22.1 EL=Z25 12° IN. BUILDING PERMIT SURVEY �- 4'DIA�� IE=19D PIPE®2 4°DIA P/C County TQX MQp District 1000 Section 10-1 Block 04 2.T0 2.10 PIPE®I DD% 0501, FLOW LINE IE=1B3 IE=1B2 t�Or2 _ FIELD SURVEY COMPLETED OGT.Ob,2008 033' 4DO' MAP PREPARED OCT.01,2008 4DO' Record of Revisions RECORD OF REVISIONS DATE AMFIJDED F31111 DING PERMIT DATA N[JV in 70r)A EL=14.9 AMENDED F3IJILDING PERMIT DATA JAN 9q,9QQq a � GFNFRAI AMENDMENTS MAR !�,2DDq t BOO' DD' GROUND 9'MIN. GENERAL AMENDMENTS MAY nl,2[7[XI o WATER EL=3.8 `o m 1000 GAL. SEPTIC TANK 100 5.F.S.N.A. LEACHING POOL s HYDRAUL I G PROFILE a NTS Scale: N.T.S. JOB NO.2008-0555 DYVG.2008_0333_bp 3 OF 5 O = MONUMENT SET ■= MONUMENT FOUND Q= STAKE SET A= 9TAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO E)OSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)@ CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS N A( - 400 Ostrander Avenue RNerhaad,New York II4101 tel.631.1292303 fax.631.72i.0144 =' ad minogoungengineering.com Howard W.Youn ,Land Surve or Thomas G.Wolpert,Professional Engineer S Robert G.Tost,Architect D E.Ad Professional g eer s Douglas E Adams,Pr I En in !! I t SITE DATA I I — AREA = 5.0044 ACRES o ' r= .ice'+' I �'��. .,,,e,o •SUBDIVISION MAP- °WOLF PIT POND ESTATES: FILED IN THE CID I i - ! g' OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JUNE 21,1440 AS . 8 I _ r - FILE NO.84165. a - - 'B 'I _ �-^ °°^a • VERTICAL DATUM = N.G.V.DATUM(MS.L. 192cl) { CIO $ " ELEVATIONS ARE SHOWN THUS: + 24.88 n j! _ ------ -,t--a� „, I •FLOOD INSURANCE RATE MAP SEE PANEL NUMBER 36103G0143 6 -------0- LAST DATED MAY 4,1998. P 1�.1 ` . �✓ Fes._ - _ ---,.—I HEALTH DEPARTMENT USE .p '� I I •'�� I� — iJ- y N t as ------ I E c E V FIRST FLOOR PLAN BLDG. DEPT. e ,r TOWN OF SOUTHOLD a I f HOWARD A.YOUN6,N.Y S.NO. 3 r��fi,,.,T ="`' `~,�•'�/ .yy1� $ R ------------------------- -------------------------------- SURVEY FOR - I , - - --- SHANN P. F I TZGERALD 4 JOLYNE G. F I TZGERALD — — - LOT 11 ''WOLF PIT POND ESTATES" �i at Mattituck, Town of Southold ��j — --_ � Suffolk County, York BUILDING PERMIT SURVEY • li I # I �� _ County Tax Map Mt ld 1000 secti.D I0'1 Block O4 2.10 2.I0 ---,.. _ ( , a _ __— -- —-._. -...I' 1;.,. I FIELD SURVEY COMPLETED OCT.06,2005 -~-_ -------- - -- I i I MAP PREPARED OCT.01,2008 ° I j "� i Record of Revisions • r4 g _ -- E i" ' ) �' S TM RECORD OF REVISIONS DATE L AMMOP0 Rllll DiNr PERMIT DATA NOV In 2no» '^vi-5!� I � ? I ��l ii: AMENDED BUILDING PFT2MIT 17ATA _IAN. '74 !:)n N I I p g e "� i iLL -J� I�I GENERAL AMENDMENTS MAR 05,')(7DQ a o. ...-� W..' .,�..� .,. .c. F,ENFRAI- AMENDMENTS MAY 01 700A d -- ------------ --------- I I E I — ---------r = �_ ' i m f LFW1 OL F O SECOND FLOOR PLAN Scale: N.T.S, J05 NO.2005-0333 �/ DW6.2008_0333_bp 4 OF 5 O = MONUMENT SET ■= MONUMENT FOUND = STAKE SET A= STAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS N i *Ouq 4 yo" - - 400 Ostrander Avenue " Riverhead,New York 11901 tel.631.921.2305 fax.631.'721.0144 adminagoungengineering.com Howard A.' N Land or LO I Thomas G.Wolpert,Professional nal Engineer S Robert G-Tast,Archltect Douglas E.Adams,Professional Engineer �r CHANGING SITE DATA AREA AREA = 5.0044 ACRE5 M) n s SUBDIVISION MAP- "WOLF PIT POND ESTATES: FILED IN THE ml Cfl I OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JUNE 21,IcIc1O AS 0 FILEN0.8963. o -- ----- ---------- ---- ----- ---- VERTICAL DATUM = N.G.V.DATUM(M.5.L.141240 ELEVATIONS ARE SHOWN THUS: + 24.55 ro c _ I •FLOOD INSURANCE RATE MAP SEE PANEL NUMBER 56105WI45 G- hffiffl LAST DATED MAY 4,I948. ``' I � � � HEALTH DEPARTMENT USE g I N I I 1 q I i LAUNDRY D I WI � I I I it I OR / L"---I- --- -- i 31/2I 4-8I 2-, 1I 0 o - — 5URVEYOR15 CIF-RTIFI r>_IO cn N9 ® PASSAGE •�"'�y_" 9tia�•'c��h�=� C? r�, tea.• - TOILET I '� : fk f. n I HOWARD W.YOUNG,N.Y.S.L.S.NO. o - _ - --------------------co 7-------- SURVEY FOR N SHA AN P. FITZCGE ZALD 4 JOLYNE Co. FITZGERArLD LOT 11 "WOLF PIT POND ESTATES" o M PANTRY i at Mottituck, Town of Southold Suffolk County, New York - ----T--------, -------- BUILDING PERMIT SURVEY REF I I DW x v' N I I I I County Tax Map DIstrkt 1000 Section 101 Block 04 2.10 2.10 tm LO I I I I I FIELD SURVEY COMPLETED OCT.O6,2008 Ate" Or-T.O,,2008 Record of Revlslons 5 1/2" STUD 5 1/2"STUD OF REVISIONS DATE New Ito 2naa JUN - g JAN 2a,2or�a 2009 MAR OS 'JOp4 OF 13'-4" STUD TO STUD MAYMAY OI,_2QQq a BLDG.DEPT. m TOWN Of SOUTTHOLD POOL HOU5E PLAN d Scale: N.T.S. JOB NO.2008-0333 DWG.2008-0333-bp OF 5 El = MONUMENT SET ■= MONUMENT FOUND A= STAKE SET A= STAKE FOUND (1INDICATED UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION ND CATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)@ CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. C \ LOT COVERAGE �\ '�_ s Lit 400 Ostrander Avenue,Riverhead,New York IlgOl Lot 13 S6 vb tel.631.12.7.2305 fax.651,"129.0144 w/ \R�G�pS �'�A��C �i jS j 9 odmin9youngeng1neering.com Subdivision - , 2 STORY FRAME HOUSE = 3,I112 Sa. FT. = 1.590 "Wolf Pit Pond Estates" b�A3 l� �T 0\F �"o, 2 STORY FRAME GARAGE = 1,4Q2 50. FT. = 0.�3° z0 f�ry�h0 00 �OC , \9$ootq�es„ FOOL = 555 50. FT. = 0.4% !K,a TENNIS COURT = 6,4-I4 Sa. FT. = 3.0% O _ Off, Y ryJ O�( I OI- .� ��\�� o,,�D� Howard W.Young,Land Surveyor ,� i� Thomas C.Wolpert,Professional Engineer TOTAL = 12,045 Sa. FT. = 5.5% �'- - I ~�SOO'C5'22"E /� 4 Robert G.Test,Architect N OO i I(� 160.00' -96, (ry0 O� Douglas E.Adams,Professional Engineer R=40.00' ! L=37.Oa' � I�R=40.00' ''C L=3-7.Oci' ju SITE DATA �ry ' \<�-p O N A AREA = 5.0044 ACRES I 1 w I AFILED N THE o 1,11 O sp i S&16 b' OFFICESUBDI OIFION THE CLERK OFLSUFIFO K COUNTY ON•JUNE 21I 990 AS /S N FILE NO.8963. FLOOD INSURANCE RATE MA SEE PANEL NUMBER 36103G0143 G LAST DATED MAY 4,19g8. m V.n\k DIN AN W > E \y\Ol\ T fis SURVEYOR'S CERTIFICATION„ ° Lot I I STORY �' / •WE HEREBY CERTIFY TO SHAWN P. FIT ERALD &. 0 S FRAME JOLYNE C. FITZGERALD THAT THIS RVEY Y05 FRCPAft�Eb�, GARAGE IN ACCORDANCE WITH THE PN0.455cq15r A�TIGE FOR LAND SURVE�'5 ADOPTED BY THE NEW POR 'JUATIOhi OF PROFESSIONAL LAND SURV o APPROXIMATE LANDWARv HOWARD W.YOUNG,N.Y S.(L . t� �.( \ Q �� %• \0'C� / '�' LIMIT TER Ot 0�o�,�'` POOL ,i �P ; SURVEY FOR SHAlNN P. FITZCGERALP 4 M �o ti ,'' / P e-P ::' wi�U q JOLYNE G. F I TZCGERALD LOT II "WOLF PIT POND ESTATES" ��Ot o�0'�Ltd / at Mattituck, Tow Yn of Southold �, / `,q :;!Q�'� J�`� �.�` Suffolk County, Noviork �0 f� FINAL SURVEY �/,: � • ao �,� �� . / i •/ Q{/j/�% v �a County Tax Map DiStFict 1000 Section 10-7 elo.k 04 2.10 2.10 DK j �i 5 o MAP FIELD PREPAREDCOMPLETED Or-T.O�,2005 __.i 0. _ I R f _ ( _ 0� ) /' Ot\a t k Record of Revisions RECORD of REVISIONS DATE -- �Ot �� / / 1 0� O AMFNnFr)F9111 171Nr PERMIT 17ATA NOV IO 9OOA q� .0 _IAN 25, Onq - �f:'? Ot rYJt �� ' ,� 6 �� •1 O MAR OS 7000 t5y° •\ J� MAY nl' 7000 II RJF 97 9OIO �� GO ;; _ (� �\ ,b �/ A6 1/ �`f� V Oro 5 100 0 50 loo 150 3i ZONE X �^ 10 ��' IL _..._. _ra_. - �- --A..,.�. �m E� .��+/ �°o\ ,V�� Scale: 1" = 100' _ ZONE A �,.5 '� �� JOB NO.2010-008T 17 GQG� DWG.2008_0333_fs I OF 2 O = MONUMENT SET ■= MONUMENT FOUND = STAKE SET ®= STAKE FOUND Y T UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A NOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EASTING STRUCTURES AREj ( FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)@ CESSPOOLS(CP)SHOWN HEREON ARE FROM nELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS z 400 Ostrander Avenue,Riverhead,New York I Ig01 tel. 631.1212303 fax. 631.121.0144, adminoyoungengineering.com � `Vo • s .Y �/�, �Y4� /L� �� / Howard W.Young,Land Surveyor Try �0 �'(. �P� is, Thomas G.Aolpert,Professional Engineer W ) $ ti0 � y �F �� p Robert G.Tast,Architect �X o�d oo q Douglas E.Adams,Professional Engineer S 51TE DATA o �`� � o^` AREA = 5.0044 ACRES 3 ` •SUBDIVISION MAP- 'WOLF PIT POND ESTATES: FILED IN THE I Ot I IOFFICE OF THE CLERK OF SUFFOLK COUNTY ON DUNE 21,IggO A5 J_ d� / FILE NO.8g63. *FLOOD INSURANCE RATE MAP SEE PANEL NUMBER 36103G0143 G 011V LAST DATED MAY 4,Iggb. CIO C, `� s i N `\ p / ° AATER� ��` o P �� / SURVEYOR'S CERTIFICATION \ VALVE ` \ I'm 5 0. ATWBASE/ • WE HEREBY CERTIFY TO SHAWN P. FITZGERALD & JOLYNE C. FITZGERALD THAT THIS SUR FAS 'RE#?PRED IN N Y LP ADOPTED BY THE NEW O GTIRK STATE A550 �TIr7� AND Or �URV'YS -10 �� PROFESSIONAL LAND SURVEYORS. oil (5-LN LF u.%h I J �?>• j yP�� ,,gam �OfC HOWARD W.YOUNG,N.Y.S.LS.NO.45843 `. SURVEY FOR o0 0pv `Q I o,, SHAAN P. FITZGERALD 4 M g�o�� u e PaaL �04 a � 010 /j�.\ JOLYNE G. F I TZGERALD a LOT II WOLF PIT POND ESTATES at Mottituck, Town of Southold 0?/ Suffolk County, New York FINAL SURVEY / County Tax Map District 1000 Section 10-7 Block 04 2.10 2.10 / / ��0� FIELD SURVEY COMPLETED OCT.06,2005 MAP PREPARED OCT.0-1,2006 O PAD // Record of Revisions RECORD OF REVISIONS DATE / AMFNDFD FUJIf E in onH,DINT PERMIT DATA NOV Io AMENor-0 BUII QlNr PERMIT DATA _IAN 7ci„?nOQ qti!' C-�FNFRAI_ AMENDMENTS MAR 05,2[70Q J o� // t1P /• r FNFRAI AMENDMENTS MAY n7I 'C-n q` / / 6 ,�" FINAI 511RVFY _II INF 79�J010 Go 50 o�� // / vP�4 50 O 25 50 100 ABLE BOX �xY�� y Op ELECTRIC,METER / �•. ,,Q+y�Q� a �o Scale: 1" = 50' / TRANSFORMERPvc) �vP vie\ JOB DWG. O.201 03338fs OF 2 0 = MONUMENT SET ■= MONUMENT FOUND Q= STAKE SET A= STAKE FOUND r FINK & PLATT A R C H I T E C T S 347 W 36TH ST 1202 ( (� [j NEW YORK NY 10018 �flbl� TEL 212 631 0675 FAX 212 695 3056 ^� FINKANDPLATT.COM BtDG DEPI. TOWN OF SOUTHOLD ANASTOS ENGINEERING ASSOCIATES STRUCTURAL ENGINEER 240 WEST 35TH STREET NEW YORK,NY 10001 TEL (212)714-0993 FAX(212)714-0997 RALD RlEtSID ' N "m All u 1" ® E LNPC/L.NAOUM P.E,P.C. MEP ENGINEER 330 WEST 38TH STREET NEW YORK,NY 10018 TEL (212)714-0094 MATTITU'Llo';'K, NY 1152 FAX(212)714-0089 KEY TO ABBREVIATIONS KEY TO SYMBOLS KEY TO MATERIALS ILIST OF DRAWINGS LOCATION MAP ,AO TITLE SHEET/NOTES A.C. AIR CONDITIONING ___ COLUMN NUMBER AND EARTH ,A01 SITE PLAN/ZONING NOTES A.F.F. ABOVE FINISH FLOOR CENTER LINE PLUMBER CERTIFICATION ALT. ALTERNATE ALUM. ALUMINUM MAIN HOUSE ARCHITECTURAL QEMOLITION DRAWINGS: atery Ite ON LEAD CONTENT 6�FORE LUM131NG 48 ARCH. ARCHITECT CONCRETE ,A001 DEMOLITION PLANS-BASEMENT CERTIFICATE OF OCCUPANCY ALL PLUMBING WASTE @ AT __ EXISTING COLUMN NUMBER A002 DEMOLITION PLANS-FIRST FLOOR f:WATER LINES NEED BLDG. BUILDING E AND CENTER LINE A003 DEMOLITION PLANS-SECOND FLOOR SOLDER USED IN WATER TESTING BEFORE COVERING BILK. BLOCK CONCRETE MASONRY UNIT ;MAIN HQUSf'ARCHITECTURAL DRAWINGS SUPPLY SYSTEM CANNOT BM.l. soTr Paddock BOTTOM EXCEED 2/10 OF 1% LEAD. ELEVATION REFERENCE A101 FLOOR PLANS-BASEMENT Way C.J. CONTROL JWINT ON SAME DRAWING A102 FLOOR PLANS-FIRST FLOOR CLG. CEILING STEEL A103 FLOOR PLANS-SECOND FLOOR C CENTER LINEE A104 FLOOR PLANS-ROOF Pye CL. CLOSET F C.T. CERAMIC TILE d ELEVATION REFERENCE ALUMINUM A201 I BUILDING ELEVATIONS-NORTH C.O. CLEAN OUT A202 BUILDING ELEVATIONS-WEST&EAST COL. COLUMN ON ANOTHER DRAWING A203 BUILDING ELEVATIONS-SOUTH CONC. CONCRETE O � CONT. CONTINUOUS C.M.U. CONCRETE)MASONRY UNIT STONE A211 BUILDING SECTIONS 25 a SECTION OR SECTION A212 BUILDING DETAIL SECTIONSDETAIL REFERE 9a � DET. DETAIL SAME DRAWINGNCE ON w DIA. DIAMETER A220 WINDOW&EXTERIOR DOOR SCHEDULE DIM. DIMENSION BATT INSULATION A301 STAIR PLANS 48 D 8 DWG. DRAWING A302 P-T.AIR ELEVATION&SECTION e � SECTION SECTION P O O tt 25 �� EA, EACH DETAIL REFERENCE ON A411 ^�`•LL TYPES OCCUPANCY E.I.F.S. EXTERIOR INSULATION&FINISH SYSTEMS ANOTHER DRAWING RIGID INSULATION CU ANCY OR p0 ELEC. ELECTRICAL. EL. ELEVATION USE IS UNLAWFUL m E.M.R. ELEVATOR MACHINE ROOM DE-TAIL REFERENCE ON L9c�L t�4U�,'ARCHITECTURAL DRAWINGS 48 EXIST. EXISTING SAME DRAWING 25 EXP.JT. EXPANSION JOINT WOOD BLOCKING PH1 POOL PAVER PLANS WITHOUT CERTIFICATE EXT. EXTERIOR PH2 POOL HOUSE ELEVATIONS&SECTIONS OF OCCUPANCY NOT TO SCALE FIN.FL. FINISH FLOOR DETAIL REFERENCE ON FNDTN. FOUNDATION ANOTHER DRAWING FINISHED WOOD PLUMBING DRAWINGS: FTG. FOOTING 0— P501 PLUMBING RISER DIAGRAM F.D. FLOOR DRAAIN F.E. FIRE EXTINCGUISHER F.S.P. FIRE STAND)PIPE 1� DOOR NUMBER PLYWOOD PROPERTY INFORMATION F.P.S.C. FIRE PROOFF SELF CLOSING STRUCTURAL DRAWINGS: F.&I.B.O. FURNISH ANVD INSTALL BY OTHERS SO 3ASEMEN7 PLAN APPROYED AS NOTED SUFFOLK COUNTY TAX MAP NO.: O WINDOW NUMBER G.A. GAUGE GYPSUM WALL BOARD S1 FIRST FLOOR FRAMING PLAN GL. GLASS S2 SECOND FLOOR FRAMING PLAN DATE: �J B.P.# j �` '?4 -- COUNTY TAX MAP DISTRICT 1000 SECTION 107 BLOCK 04 LOT 2.10 GYP.BD. GYPSUM BOARD S3 ROOF FRAMING PLAN ! G.W.B. GYPSUM WALL BOARD - FEE: - BY: WALL TYPE WATERPROOFING S4 SECTIONS �_ ��,[�� ZONING: AGRICULTURAL CONSERVATION HDW. HARDWARE: MEMBRANE S5 SECTIONS NOTIFY BUILDING LCEPARTNAIFNT AT HGT. HEIGHT 765-1802 8 AM TO 4 PM FOR THE H.M. HOLLOW MEETAL LEVEL INDICATION S6 NOTES FOLLOWING INSPECTIONS: H.P. HIGH POINTT DATUM 0'-0" HR. HOUR GENERAL NOTES 1. FGUNDATION - TWO REQUIRED H.V.A.C. HEATING VEENTILATION&AIR CONDITIONING ENERGY CONSERVATION I.D. INSIDEDIAMAETER _-_-�-_._. FOR POURED CONCRETE (j�rDERti"'RITERSCERII�ICRT I.D. INSIDE DIONN CENTER LINE 2. ROUGH - FRAMING & PLUMBING 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF REQUIRED D / SUB I AMENDED INT. INTERIOR THE NEW YORK STATE RESIDENTIAL CODE,SUFFOLK COUNTY 4, INSULATION DOB SUBMISSION NEW YORK STATE RESIDENTIAL CLIMATE ZONE: 4 J.C. JANITORCL'OSET __-_-___-__-, DEPARTMENT OF HEALTH SERVICES,THE TOWN OF SOUTHOLD 4. FINAL - CONSTRUCTION MUST 02/23/os-ISSUEDFQRDOB 1.ALL EXISTING OR PROPOSED BUILDING ENVELOPE COMPONEN IfS MEET OR REVIEW PROPERTY LINE BUILDING DEPARTMENT RULES AND REGULATIONS, BE COMPLETE FOR C.O. EXCEED INSULATION&FENESTRATION REQUIREMENTS FOR RESIIDENTIALZONE 4 12/5/08-DOB SUBMISSION JT. JOINT UTILITY COMPANY REQUIREMENTS,AND THE BEST TRADE PRACTICES. ALL CONSTRUCTION SHALL MEET THE 2,RES.CHECK FOR THE PROPOSED ENVELOPE WORK IS ON FILE;WITH THE REvisloNs L.P. LOW POINT' 2. BEFORE COMMENCING WORK,THE CONTRACTOR SHALL REQUIREMENTS OF THE CODES OF NEW - MFR. MANUFACTIURER MATCH LINE FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE SHOUTHOLD BUILDING DEPARTMENT. IMEN510N TOWN OF SOUTHOLD BUILDING DEPARTMENT,OBTAIN ALL YORK STATE. NOT RESPONSIBLE FOR ��' 'y'�'C' M.D. MASONRY ID REQUIRED PERMITS,AND PAY ALL FEES REQUIRED BY THE DESIGN OR CONSTRUCTION ERRORS. GOVERNING AGENCIES. M.O. MASONRY(OPENING 1PL� n MAX. MAXIMUM Q REVISION NUMBER CERTIFICATION OF f.?J MECH. MECHANICAL 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT _ MIN. MINIMUM REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF ALL CONSTP�IJu I i SHALL ENCCOOE P TES Y►r THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN I E',ITS O-THE NAILING & CONNECTIONS UppAV COMP POOL To Oo MIN. MISCELLANEOUS MEET THE REQU �- �; THE DRAWINGS. r =�'. �. REQUIRED. 8EF LETip O N.I.C. NOT IN CONTRACT EXISTING WALL AND DOOR COD CS OF `v:. I�I' `STATE.�T� RE WATER N j,�p0. 0252� N.T.S. NOT TO SCALE TO REMAIN 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE ®� Pd� O.C. ON CENTER PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL O.D. UTSIDE DIAMETER AND INSTALL ADEQUATE SHORING AND BRACING FOR CLIMATIC&GEOGRAPHIC DESIGN CRITERIA .' 1 ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRACTOR ____ r' F___ EXISTING WALL AND DOOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR --- --- TO BE REMOVED INJURIES CAUSED BY OR DURING THE EXECUTION OF THE PROJECT O.D. OPENING PT. PAINT WORK. SUBJECT TO DAMAGE FROM PIL. PLATE P.L. PROPERTY'LINE 5. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK,AND PLAS. PLASTER PLAS.LAM. PLASTIC LAMINATE — NEW WALL AND DOOR SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER WIND SEISMIC FROST WINTER PROP. PROPOSED) TRADES: PLUMBING,ELECTRICAL,ETC. NAmATEY WEATHERING DEPTH TERMITE DECAY M GROUND SPEED DESIGN LINE DESIGN ICE SHIELD UNDER- AIR FREEZING RESIDENCE GERALD T RERE S INDEX I � P.T. PRESSURE:TREATED 6. PLUMBING WORK SHALL BE PERFORMED BY PERSONS R. RISER LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND MODERATE TO SLIGHT TO a) 03/18/80 R.A. RETURN AINR A APPLIANCE TAG OBTAIN THROUGH THE TOWN OF SOUTHOLD BUILDING DEPARTMENT 20 psf 120 B SEVERE 36 in 495 PADDOCK WAY RAD. RADIUS ALL REQUIRED PERMITS,INSPECTIONS AND REQUIRED SIGN OFFS. HEAVY MODERATE 11 YES b) FHBM: 11/29/74 510 MATTITUCK, NY 11952 FIRM: 03/18/80 REINF. REINFORCEEMENT R.O. ROUGH OPPENING 7. ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS R.D. ROOF DRAIIIN LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND RM. ROOM a a PLUMBING FIXTURE,FITTING, OBTAIN THROUGH THE TOWN OF SOUTHOLD BUILDING DEPARTMENT REO'D. REQUIRED AND ACCESSORY TAG ALL REQUIRED PERMITS,INSPECTIONS AND REQUIRED SIGN OFFS. DATE 02/12/09 S.A.F.B. SOUND ATTTENUATION FIRE BLANKET SECT. SECTION 8. THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING, SS SIM. SIMILAR C1 CABINET TAG REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK AS NOTED S.S. STAINLESS;STEEL INDICATED ON THE DRAWINGS,AND ALL OTHER WORK THAT A STD. STANDARD; MAYBE REQUIRED TO COMPLETE THE JOB. DWG STL. STEEL STRUCT. STRUCTURE T. TREAD M 1 MILLWORK ITEM TITLE SHEET T.B.D. TO BE DETERMINED T.&G. TONGUE& GROOVE POOL SAFETY REQUIREMENTS TEL TELEPHONE A-201 DRAWING NUMBER T.O.S. TOP OF SLAB T.O.STL. TOP OF STEEL TYP. TYPICAL 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE CODE,RULES AND REGULATIONS U.O.N. UNLESS OTHERWISE NOTED (NYCRR TITLE 19)PARTS 1220-1227 PERTAINING TO POOL SAFETY& PART 1228 PERTAINING TO POOL ALARMS&TEMPORARY ENCLOSURES A-0 V.I.F. VERIFY 1N FIELD W/ WITH W 2 W WALL TO WALL W.C. WATER CLOSET W.P. WATER PROOFING W.R. WATER RESISTANT 0 RM(&PLATT ARCMTECTS LLC2M 1 I 1 ,� I , I f,// \•\ PROPERTY INFORMATION FINK & PLATT ARCH I T E C T S PADDOCK WAY \ SUFFOLK COUNTY TAX MAP NO.: 347 W 36TH ST 1202 / \ NEW YORK NY 10018 COUNTY TAX MAP DISTRICT 1000 SECTION 107 BLOCK 04 LOT 2.10 T E L 212 631 0675 PROPOSED ,GATE 1:POWERIZED FAX 212 695 3056 WOOD FENCE // SECURITY GATE ZONING: AGRICULTURAL CONSERVATION F I N K A N D P L AT T.C O M / SEE ELEC/TEUCABLE \ / REQUIREMENTS_ON DWG.A502 \ LOT 11-WOLF PIT POND ESTATES: WOOD FENCE \ AREA: 5.0044 ACRES or 217,800 SF TO REMAIN -� /j _ _ '� \ MAX LOT BUILD COVERAGE: : %HEIGHT:0 FEET ANASTOS ENGINEERING ASSOCISTRUCTURAL 4EENGINEER PROPERTY SURVEY �. 240 WEST 35TH STREET ACCESSORY ?�y 'L / + / \ \ \ NEW YORK,NY 10001 STRUCTURES 6' I \ \ / //"'y , / \ \ \ TEl (212)714-0993 SETBACK PROPERTY SURVEY FOR BUILDING PERMIT BY YOUNG&YOUNG IS ON FAX(212)714-0997 FILE AT TOWN OF SOUTHOLD WOOD�ENCE TO \ \+ /• // 90� / \ + REMAIN \. \ LNPC/L.NAOUM P.E.,P.C. MEP ENGINEER EXISTING \ \\ \ POOL SAFETY REQUIREMENTS / / CRUSHED STONE \ \ \ 330 WEST 38TH STREET DRIVEWAY \ \ NEW YORK,NY 10018 // / ° TEL (212)714-0094 `+ \ \ / + \ + \ \\ SIDE YARD 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF FAX(212)714-0089 `// REMOVE/ WOOD FENCE \ SETBACK THE NEW YORK STATE CODE,RULES AND REGULATIONS \ ` (NYCRR TITLE 19)PARTS 1220-1227 PERTAINING TO POOL SAFETY& ° + \ `+ ° \ \\ \ PART 1228 PERTAINING TO POOL ALARMS&TEMPORARY ENCLOSURES POOL CONTRACTOR NOTES // ` \ + 4'0"HEDGE KArs CONTACT:DOUG REINHARDT CELL(631)371-6317 \ \\ �\ 0, RON GIBBONS POOLS(613)581-8258 GATE 2: POWERIZED O�C+�\ SECURITY GATE '\ BY GENERAL CONTRACTOR: SEE ELECiTEUCABLE PROPOSED PARKING ` + ° REQUIREMENTS ON DWG. \\ •\ 1. COORDINATE ALL WORK WITH POOL CONTRACTOR. AREA W/CRUSHED �+ ` A502 \ �, / / \ STONE TO MATCH \ EXISTING BURIED \ \ \ 2.PROVIDE UTILITIES TO REQUIRED LOCATIONS. / `+ EXISTING ° `, b° PROPANE TANK \ \\ N\1 / EXISTING / LOCATION OF TOP TO BEl` \ 3.PROVIDE CONCRETE SLABS FOR POOL EQUIPMENT. / // GLADE` // \ \ Zyfo VERIFIED BY SURVEYOR \\ \\ \\ 4.TRENCH AND FILL FOR POOL PIPING. O \ PROPOSED GATES \♦ \\ 5.PROVIDE ELECTRICAL WIRING AND CONNECTIONS. SETBACK FOR / EXISTING WELL& ACCESSORY by // // WATER VALVE \ OIL TANK FILL&VENT �� \\ \\ / \ 6.PROVIDE AND INSTALL PATIO(MINUS COPING). STRUCTURES / / / , • \ / \'.. , \ \ / / + PROPOSED SANITARY SYSTEM :','` .•. ;• :. . / / + \ SEE YOUNG&YOUNG /' \ C BY POOL CONTRACTOR: SUFFOLK COUNTY HEAL t EXISTING 1 1/2 STORYy \ / \ / / \ DEPT.SUBMISSION DATE FRAME GARAGE \ \ / FE \ // \ 1.REMOVE ALL EXISTING EQUIPMENT AND PIPING NOT REQUIRED FOR ,� 11.10.08 PROPOSED INSTALLS. / ` /' �� \ / / REMOVE^d� PROPOSED Lp 28.36 / \ \ / / / EXISTING FENCE + CRUSHED STONE Lp \ EXISTING -- / 2.INSTALL ALL APPROVED POOL EQUIPMENT AND PIPING. PATHS SCULPTURE // \\ / •\ i \ 3.PROVIDE AND INSTALL POOL COPING. +`� \/ o IMODIF)ED/EXISTING - / j •\ // / / 1500 ;SERVIC COURT/ / RG D (`, / \ GAL.S.T. POPAN TANK (CRMAT TONE / / // / / / LocA OF TOP TO B �+ iABANDONED 30000906� .1EXIS7ING \•\ TREES,VEGETATION&SOD NOTES G( < / VERI IED BY SURVEYO � / SLAB AT BASE PUNCTURE C.P. P J 000 ,' 0°0 A PROPOSED GATE % / / /' \ S.T. / � EXISTIIGG AREA DRAINS / % 1. TREES SHOWN ARE EXISTING AT APPROXIMATE LOCATION. \ PROPOSED`-. 2.TREES&VEGETATION IMPACTED BY PROPOSED WORK SHALL BE / / % CAREFULLY TRANSPLANTED AT OWNER/ARCHITECT'S DIRECTION. EXISTI GROOM " / TENNIS REMOVE EXISTING 320 S.F. \ \ USE& / :'F.F.EL:`. -: :. ;.. / / 3.LAY SOD AT ALL LAWN REPAIR LOCATIONS. \ \ \ COURT FRAME POOL HOUSE \` \ 1562 S.F.BRICK PATIO / ' 28.08' ;r ,�1 REMOVE GRAVEL ,+ /� "' (PARKING AREA FOR LANDSCAPE BY OTHERS FXISTIN((33,2 STORYY II FRAME Hd SE 0 \•\\ \\\ \ ---, F.F.EL. \ 24.34' EXISTINCy 865 S. c. REMOVE EXISTING SWIMMING POOL �', CONDENSING UNITS `-- • PROPOSED PERGOLA O 00 "r'' \ \ OWER SETBACK FOR ACCESSORY \ RELOCATED rl EXISTING SPRINKLER SYSTEM STRUCTURES \ POOL EQUIPMENT CONTROLS TO REMAIN \ \, \ REMOVE EXISTING FENCE PROPOSED 4'HIGH POOL HEDGE O S T. ,' FENCE WITH SELF-CLOSING& \\ Q \ SELF-LATCHING HARDWARE -lQ PAINTED WOOD GATES • \�\Q� °\ LP ++` PROPOSED DRYWELL \ \ �� PROPOSED 320 S.F. \ FRAME POOL HOUSE& Q• % \ • \ 2255 S.F.BLUESTONE PATIO // J�F % EXISTING CONCRETE SCULPTURE ��,\• (,`� ( 1\ • \ BASE �\ \00O SEE YOUNG&YOUNG PROPOSED SANITARY SYSTEM / 00� \0� �'°• \ \• �\ '��c+ • \ SUFFOLK COUNTY HEALTH DEPT. SUBMISSION DATED 11.10.08 •\\ • \• // / / .Ole ,/oj DOB SU MI S ONDED \ • / // �P h 02/23/09-ISSUED FOR DOB \ \ \ EXISTING BROADBAND FEED // / � /D REVIEW �1c.7 %� 12/5/08-DOB SUBMISSION \ \- EXISTING ELECTRIC METERS / / / % REVISIONS \ EXISTING ELECTRIC / \ \ TRANSFORMER / WOLF PIT LAKE '. c� vdoV rb 0 - ®F Y PROJECT \• // \\ // CARUSO-FITZGERALD RESIDENCE 495 PADDOCK WAY \ / MATTITUCK, NY 11952 N DATE \ /j 02/12/09 \ / SCALE 1/32"=V-0" \\ LEGEND DWG \ \ PROPOSED •\ •\ SITE PLAN '\ EXISTING TO REMAIN •\ . . ' PROPOSED A mol PROPOSED SITE PLAN •\,\ \,\ 1 1/32" = 1'-0" O RNK&PLATTARCHITECTS LL02009 FINK & PLATT A R C H IT E C T S 347 W 36TH ST 1202 84'-0" FOUNDATION V.I.F. NEW YORK NY 10018 TEL 212 631 0675 FAX 212 695 3056 FIN KANDPLATT.COM ———————————————————————-� —————————————————————————————— 0 I 0 LINE OF PORCH ABOVE ANASTOS ENGINEERING I I I ASSOCIATES iI STRUCTURAL ENGINEER I 240 WEST 35TH STREET NEW YORK,NY 10001 TEL 714-0993 I PRESSURE LANK: FAX(212)14 0997 COORDINATE ALL WORK AT I I EXISTING&PROPOSED W/KRIEGEL I I I WPC I L.NAOUM P.E.,P.C. WELL&PUMP(631)298-4141 I i I MEP ENGINEER WATER FILTRATION SYSTEM: I COORDINATE ALL WORK AT I I 330 WEST 36TH STREET EXISTING&PROPOSED W/ j I G.N.S.MERMAID(631)298-4278 I NEW 212)7 4- 194 TEL (212j 714-0094 FAX(212)714-0089 I I HOPPER I � I REMAIN WINDOWS 70 I i I I j I ; ---------_ii ---------- , 4f 1 r ,•.tom i..w.;_ .z u 1 ------------� „F - ( ' i i�'^`�`ti i _ �•.� �-� i��-.` ��-.` I � I REMOVE ENTIRE I FOUNDATION ' 1 I I'1/ `� /^`. /—'. I, ► ' , I STAIRS&LANDING ." VENT I �% I 1�-� �1��_.� �` i j 'UP I 1 --POSTS TO REMAIN I It I 1,,4» I,___ OIL SUPPLY FEED : _F - 1 " - - - TO REMAIN I WATER SUPPLY FEED UNEXCAVATED TO REMAIN —— ———'I, PLUMBING WASTE WATER SUPPPLY TO I __11 TO REMAIN IRRIGATION&POOL. ELEC.PANEL TO j VERIFY LOCATION REMAIN REMQV SLAB i REMOVE STEAM I ON GRAPE GENERATOR&PIPING j ABOVE CENTRAL VACUUM SYSTEM: TANKS&HOSES COORDINATE ALL REMOVAL& PROPOSED REROUTING W/ I REMOVE BOILER&HWH I EAST END CENTRO-VAC I DENNIS FINNERTY(631)283-4917 All O 0CEDAR �~ % CHIMNEY FOUNDATION Z I I Z O I O Q z 2 :' ---- REMOVE AIR HANDLERS, O DUCTS&SUPPLY& --------� 0 co RETURN GRILLES M I -- -- i ---- I --- -- -- - CRAWi�SPACE X i tr CRAWL SPACE _ -4'-0 V.I.F. I -4'-0 V.I.F. r7 I j ; cq I r I i FOUNDATION I I I FOUNDATION VENTS REMOVE STONE PAVERS I VENT j @ PATIO ABOVE 7777 r Ii PERIMETEF(FOUNDATION II 03/12/09-AMENDED TO REMAIN DOB SUBMISSION 02/23/09-ISSUED FOR DOB REVIEW 12/5/08-DOB SUBMISSION i REVISIONS �� ac / (4' JFL G,o �. or 24'-0"V.I.F. 36'-0"V.I.F. 24'-O"V.LF. e O tr 0 r PROJECT BASEMENT DEMOLITION PLAN CARUSO-FITZGERALD LEGEND RESIDENCE DEMOLITION&SITE PROTECTION NOTES: SALVAGE MATERIAL NOTES: 1. FOR REMOVAL AT PROPOSED STRUCTURAL OPENINGS 1. GC TO DETACH,SORT AND SAVE ON SITE THE FOLLOWING INCLUDING EXISTING WALL/FRAMING AND MATERIAL FOR POTENTIAL REFINISH AND RE-INSTALLATION: 4 5 PADDOCK WAY FLOOR STRUCTURE SEE STRUCTURAL DRAWINGS AND A. PAINT AND STAIN GRADE PLYWOOD MATTITUCK, NY 11952 SPECIFICATIONS. B. PAINT OR CLEAR FINISHED SOLID 1x4 OR GREATER PINE, POPLAR OR OAK 2. GENERAL CONTRACTOR TO MAINTAIN STRUCTURAL C. INTACT 2x4,2x6 WOOD STUDS STABILITY THROUGHOUT DEMOLITION AND D. COPPER PIPING EXISTING WALL & CONSTRUCTION. DOOR TO REMAJN DATE 3. GENERAL CONTRACTOR TO PROTECT EXISTING FLOORS, 02/12/09 STAIRS AND RAILINGS,WALLS,DOORS AND HARDWARE, TRIM,AND ALL INTERIOR SURFACES&COMMON SPACES 1 �I ��. scALE THROUGHOUT DEMOLITION AND CONSTRUCTION. i i 1/4"=1'-0" „ 4. ALL UTILITY SHUT OFFS AND REMOVALS TO BE PERFORMED ;; DWG BY LICENSED TRADES AND SCHEDULED WITH OWNER. ---i� F--- EXISTING WALL,DOOR& --' --- FRAME TO BE REMOVED EXISTING CONDITIONS/ 5. REPAIR ALL NEWLY EXPOSED SURFACES TO CLEANLY AND SMOOTHLY RECEIVE NEW MATERIALS AND FINISHES DEMOLITION PLAN TYPICAL. BASEMENT G.W.B.TO BE REMOVED AT -- SIDE SHOWN TO EXPOSE FRAMING AmO01 GENERAL NOTES: 1. GENERAL CONTRACTOR TO VERIFY EXISTING DIIMENSIONS AND CONDITIONS IN FIELD AND IMMEDIATELY REPORT TO ARCHITECT ANY DISCREPANCIES THAT MAY AFFECT PROPOSED LAYOUTS AND INSTALLATIONS. 0 FINK&PLATT ARCHITECTS LLC 2009 ` 84'-0"V.I.F. 34'-2"PORCH V.I.F. A & TT C ARC C HITE E CT S 347 W 36TH ST 1202 NEW YORK NY 10018 TEL 212 631 0675 REMOVE CENTER FAX 212 695 3056 RAILING PORTION FIN K A N D P L AT T.C O M ------ink------ _-_-------...__LJ_____________ ANASTOS ENGINEERING ASSOCIATES STRUCTURAL ENGINEER 240 WEST 35TH STREET NEW YORK,NY 10001 TEL (212)714-0993 FAX(212)714-0997 2 p LNPC/L.NAOUM P.E.,P.C. PORCH tl MEP ENGINEER < w PROTECT RAILINGS& 330 WEST 38TH STREET WOOD DECKING NEW YORK,NY 10018 TEL (212)714-0094 OREMAIN FAX(212)714-0089 -T It II / _ ;--------��------------f -==�i'r�===�i ------------------------F�=== + a==!1-"------------ �-------- I r ''I ,t _'`;1__-____lIr 1 I \ i l I \♦ III I { (,--___.-t 1 1 1 I 1 t I 1 11 I f ' I I ' \♦ /� 'I ,,1 \� III-----__-L_----L- 'I K .,, I , 1 I I \\ III I I T,••--__ I 1 1 I I I , I t\ I I � - I I III I I I 1 I I I I—: UP _ REMOVE BUILT-IN STORAGE L { -_', I 1 I / ♦ I ".l - '\\. II , I t , w------"I I-----s u it REMOVE WD.FIN.FLR.--�' ' ' _____ I ``" ' { 1 1 I I 1 1 t-------� ' CORDINATE W/ _ ' ' --------- PROPOSED PLAN I/A102 1 t 1 'r ' EXISTING ' , KITCHEN I I I i t l I 1 t I I N I I REMOVE SLAB I 1 1 , ON GRADE f I y EXISTING _=1t 1,I „I In.I-- In1I I 11 ;iI I II ',•� iI4 REMOVE ENTIREDINING ROOM ---------------EXISTING STAIRS&LANDING! PROTECT i'I IIII ,! 1 WOOD FIN,FLR. 1 ------i___`==a9 , I I I I I ?i'.- — --�'-IH ' TO REMAIN `---------I 1 1- -----i ' I '�-�----1 III {Irt REMOVE GARAGE DOORS, 1----------- --'1 I 1 1 I I I I — — — i r� ——— —— FRAME&CONCRETE APRON lit I I / I REMOVE FLOOR TILE, ---r ADHESIVE&SADDLE �� ;r___ __�ti REMOVE STONE 1' I TO__E_X_P_O_SE__S_U_B_FL_O_OR F.�4' �. E HEARTHS ONE ___________ --------- DN ^ _ R.II..1IIl I1 EXISTING FLUE LOCATIONS&SIZES I ' " 1 1 1 TO BE VERIFIED BY G.C. 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TERRACE I 1 , 1 1 I 1 1 ---- -- ---- ----- ----------- ----- ----- ------ REMOVE SLAB& BLUE STONE PAVERS PATIO PERIMETER FOUNDATION 03 12 109-AMENDED TO REMAIN DOB SUBMISSION 02/23 109-ISSUED FOR DOB REVIEW 12 15/08-DOB SUBMISSION REVISIONS v d t, 24'-0"V.I.F. 36'-0"V.I.F. 24'-0"V.I.F. '4t j O „+ 257- F OF Per " PROJECT FIRST FLOOR DEMOLITION PLAN CARUSO-FIIZGERALD LEGEND RESIDENCE DEMOLITION&SITE PROTECTION NOTES: CEILING DEMOLITION NOTES: EXISTING BATIHROOMS: EXISTING KITCHEN: 1. FOR REMOVAL AT PROPOSED STRUCTURAL OPENINGS 1. COORDINATE EXTENT OF GWB REMOVAL WITH REFLECTED CEILING PLANS REMOVE: REMOVE: 495 PADDOCK WAY INCLUDING EXISTING WALL/FRAMING AND 1. ALL PLUMBIING FIXTURES&FITTINGS INCLUDING 1. ALL PLUMBING FIXTURES&FITTINGS INCLUDING MATTITUCK, NY 11952 FLOOR STRUCTURE SEE STRUCTURAL DRAWINGS AND 1/A522,1/A523 AND STRUCTURAL PLANS. ALL MAIN&'BRANCH PIPINGS. ALL MAIN&BRANCH PIPINGS. SPECIFICATIONS. 2. REMOVE ALL FANS AND EXTERIOR AND INTERIOR LIGHT FIXTURES. 2. ALL SHOWER DOORS,TOWEL BARS,MED.CABINETS, 2. ALL CABINETS&COUNTERTOP. 2. GENERAL CONTRACTOR TO MAINTAIN STRUCTURAL" LIGHT FIXTURES&OTHER ACCESSORIES. 3. ALL UNDERCABINETS LIGHTS,BACKSPLASH TILE STABILITY THROUGHOUT DEMOLITION AND SALVAGE MATERIAL NOTES: 3. ALL WALL&I FLOOR TILE,MUD SLABS&THINSET MORTAR. &ACCESSORIES. EXISTING WALL,& CONSTRUCTION. DATE DOOR TO REMAIN 3. GENERAL CONTRACTOR TO PROTECT EXISTING FLOORS, 1. GC TO DETACH,SORT AND SAVE ON SITE THE FOLLOWING 4. LIGHT FIXTURES&EXAUST FANS, DETACH,SAVE&PROTECT: - 02/12/09 STAIRS AND RAILINGS,WALLS,DOORS AND HARDWARE, MATERIAL FOR POTENTIAL REFINISH AND RE-INSTALLATION: 1. ALL HARDWARE ^ TRIM,AND ALL INTERIOR SURFACES&COMMON SPACES A. PAINT AND STAIN GRADE PLYWOOD SCALE THROUGHOUT DEMOLITION AND CONSTRUCTION. B. PAINT OR CLEAR FINISHED SOLID 1x4 OR GREATER PINE, 2. ALL APPLIANCES. 1/4"=1'-0" POPLAR OR OAK \\ 1/4" 4. ALL UTILITY SHUT OFFS AND REMOVALS TO BE PERFORMED C. INTACT 2x4,2x6 WOOD STUDS DI,yG BY LICENSED TRADES AND SCHEDULED WITH OWNER. D. COPPER PIPING ---i� F--- EXISTING WALL,DOOR& ---� --- FRAME TO BE REMOVED EXISTING CONDITIONS/ 5. REPAIR ALL NEWLY EXPOSED SURFACES TO CLEANLY DEMOLITION PLAN AND SMOOTHLY RECEIVE NEW MATERIALS AND FINISHES EXISTING INTERIOR WINDOW TRIM NOTES: FIRST FLOOR TYPICAL. 1. REMOVE ALL INTERIOR CASINGS AND APRONS. ------------ G.W.B.TO BE REMOVED AT SIDE SHOWN TO EXPOSE 2. INTERIOR SILLS(STOOLS)AND JAMBS TO REMAIN. FRAMING TO REMAIN at st '04`0 2 mmu GENERAL NOTES: 1. GENERAL CONTRACTOR TO VERIFY EXISTING DIMENSIONS AND CONDITIONS IN FIELD AND IMMEDIATELY REPORT TO ARCHITECT ANY DISCREPANCIES THAT MAY AFFECT PROPOSED LAYOUTS AND INSTALLATIONS. 0 FNK&PLATT ARCHITECTS LLC 20D0 FINK & PLATT A R C HI T E C T S 84'-0" FOUNDATION V.I.F. 347 W 36TH ST 1202 NEW YORK NY 10018 TEL 212 631 0675 FAX 212 695 3056 FINKANDPLATT.COM ANASTOS ENGINEERING ASSOCIATES STRUCTURAL ENGINEER 240 WEST 35TH STREET NEW YORK,NY 10001 TEL (212)714-0993 PORCH FAX(212)714-0997 ROOF BELOW LNPC I L.NAOUM P.E.,P.C. MEP ENGINEER 330 WEST 38TH STREET NEW YORK,NY 10018 TEL (212)714-0094 FAX(212)714-0089 ———————————————————————————————————— —————————————————————————————— I- L=_ NS] Window Seat i 1 1 EXIST. �� \I 1 1 EXIST. EXIST. r� CL. Ln r+r1 CL _ CL- f"1 -'� EXISTING \ EXIST. '�♦ BEDROOM `♦ EXIST. 11 �/ ♦\ II II �� ♦ II I 1 I ________J I IL�', \`JI IL�'' ♦`�11 Lam'/ ♦`�J Lam', ♦`�J \ll u� CL. 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CL. ♦ \J "Window OPEN TO I I -- BELOW COLLAR TIES COLLAR TIES TO REMAIN TO REMAIN ----------------------------------- -- . . .t 03/12109•AMENDED DOB SUBMISSION 02/23/09-ISSUED FOR DOB REVIEW 12/5/08-DOB SUBMISSION REVISIONS ED 24'-0"V.I.F. �� 025 36'-O"V.I.F. 24'-0"V.I.F. ®F �� PROJECT 1 SECOND FLOOR DEMOLITION PLAN LEGEND 1/4"= 1'-0" CARUSO-FITZGERALD DEMOLITION&SITE PROTECTION NOTES: CEILING DEMOLITION NOTES: EXISTING I BATHROOMS: EXISTING STRUCTURAL RESIDENCEMEMBER TO REMAIN 1. FOR REMOVAL AT PROPOSED STRUCTURAL OPENINGS 1. COORDINATE EXTENT OF GWB REMOVAL WITH REFLECTED CEILING PLANS REMOVE: 495 PADDOCK WAY INCLUDING EXISTING WALL/FRAMING AND i. ALL PLUJMBING FIXTURES&FITTINGS INCLUDING MATTITUCK, NY 11952 FLOOR STRUCTURE SEE STRUCTURAL DRAWINGS AND 1/A522,1/A523 AND STRUCTURAL PLANS. ALL MAl11N&BRANCH PIPINGS. SPECIFICATIONS. 2. REMOVE ALL FANS AND EXTERIOR AND INTERIOR LGHT FIXTURES. 2. ALL SHCOWER DOORS,TOWEL BARS,MED.CABINETS, 2. GENERAL CONTRACTOR TO MAINTAIN STRUCTURAL LIGHT FIXTURES&OTHER ACCESSORIES. STABILITY THROUGHOUT DEMOLITION AND CONSTRUCTION. SALVAGE MATERIAL NOTES: 3. ALL WALLL&FLOOR TILE,MUD SLABS&THINSET MORTAR. EXISTING WALL& DOOR TO REMAIN DATE 3. GENERAL CONTRACTOR TO PROTECT EXISTING FLOORS, 1. GC TO DETACH,SORT AND SAVE ON SITE THE FOLLOWING 4. LIGHT FIXXTURES&EXAUST FANS. 02/12/09 STAIRS AND RAILINGS,WALLS,DOORS AND HARDWARE, MATERIAL FOR POTENTIAL REFINISH AND RE-INSTALLATION: ^ TRIM,AND ALL INTERIOR SURFACES&COMMON SPACES A. PAINT AND STAIN GRADE PLYWOOD 5. SAVE AALL COPPER PIPING. "^` THROUGHOUT DEMOLITION AND CONSTRUCTION. B. PAINT OR CLEAR FINISHED SOLID 1 x4 OR GREATER PINE, " SCALE POPLAR OR OAK ♦♦ 1/4"=1'-0" 4. ALL UTILITY SHUT OFFS AND REMOVALS TO BE PERFORMED C. INTACT 2x4,2x6 WOOD STUDS BY LICENSED TRADES AND SCHEDULED WITH OWNER. D. COPPER PIPING I I DING ---i F--- EXISTING WALL,DOOR& ---' L---5. REPAIR ALL NEWLY EXPOSED SURFACES TO CLEANLY FRAME TO BE REMOVED EXISTING CONDITIONS/DEMOLITION PLAN AND SMOOTHLY RECEIVE NEW MATERIALS AND FINISHES EXISTING INTERIOR WINDOW TRIM NOTES: TYPICAL. SECOND FLOOR 1. REMOVE ALL INTERIOR CASINGS AND APRONS. G.W.B.TO BE REMOVED A SIDE SHOWN TO EXPOSE 2. INTERIOR SILLS(STOOLS)AND JAMBS TO REMAIN. FRAMING TO REMAIN A=003 GENERAL NOTES: 1. GENERAL CONTRACTOR TO VERIFY EXISTING DIMENSIONS AND CONDITIONS IN FIELD AND IMMEDIATELY REPORT TO ARCHITECT ANY DISCREPANCIES THAT MAY AFFECT PROPOSED LAYOUTS AND INSTALLATIONS. 0 PINK 8 PIATT ARCHITECTS LLC 2008 FINK & PLATT A R C H I T E C T S 347 W 36TH ST 1202 84'-0" FOUNDATION V.I.F. NEW YORK NY 10018 ol TEL 212 631 0675 FAX 212 695 3056 FINKANDPLATT.COM I ————— —————————————— CJ O I O O LINE OF PORCH ABOVE I ANASTOS ENGINEERING ASSOCIATES I I I STRUCTURAL ENGINEER 240 WEST 35TH STREET I NEW YORK,NY 10001 TEL (212)714-0993 FAX(212)714-0997 I I I I I I I I LNPC/L.NAOUM P.E.,P.C. MEP ENGINEER I 330 WEST 38TH STREET NEW YORK,NY 10018 i TEL (212)714-0094 FAX(212)714-0089 2 I A301 i I � .f. .t � •. ,. may. F :'PROPOSIED HOPPER WIINDOWS1 4' WATER SUPPPLY TO ELEC.PANEL / \� �� i ABOVE FOUNDAI ION VENT IRRIGATION&POOL. I VERIFY LOCATION I WATER SUPPPLY I I / , i [3 I [7 OIL SUPPLIY s., I FOR STAIR FOOTING SEE SRTUCTURAL _ PLUMBING WASTE DRAWINGS j I O I I i CRAWL SPACE PATCH SLA1B @ AREA OF WATER FILTRATION SYSTEM:—) NEW FOUNlDATION -4'-0"V.I.F. COORDINATE ALL WORK AT I I O I a FOR PR POSED OPENINGS; ` EXISTING&PROPOSED W/ ( f O�) L-- I a SLABS&IFLOOR FRAMING / G.N.S.MERMAID(631)298-4278 _O__ UP I SEE STRUCTURAL DRAWINGS I12R&11T i 4 I ) I r PROPOSED OPENINGS _ CENTRAL VACUUM SYSTEM: — ; TANKS&HOSES — i COORDINATE ALL REMOVAL -- ----------- O O &PROPOSED REROUTING W/ I O r EAST END CENTRO-VAC I 01 1'- DENNIS FINNERTY (631)283-4917 CELLAR b I — 2'-0"" ' " 4 PRESSURE TANK: j. COORDINATE ALL WORK AT I ) EXISTING&PROPOSED W/ -7'-10'V.I.F. 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ALE 1/4"=V-0" DWG PROPOSED WALL&DOOR PROPOSED PLAN BASEMENT -�-�-� PROPOSED CONCRETE FOUNDATION A-101 GENERAL NOTES: 1. GENERAL CONTRACTOR TO VERIFY EXISTIING DIMENSIONS AND CONDITIONS IN FIELD AND IMMEDIATEILY REPORT TO ARCHITECT ANY DISCREPANCIES THAT MA`Y AFFECT PROPOSED LAYOUTS AND INSTALLATIONS., 0 FINK&PLATT ARCMTECTS LLC 2M r 84'-0"V.1.F. 34'-2"PORCH V.I.F. FINK & PLATT A R C H IT E C T S 10 12'-0"PROP SED STEPS ST EQ. EQ. p� 347 IN36TH ST 1202 NEW YORK NY 10018 3 1 TEL 212 631 0675 FAX 212 695 3056 11 01 FINKANDPLATT.00M rT 0 ANASTOS ENGINEERING ASSOCIATES STRUCTURAL ENGINEER 240 WEST 35TH STREET NEW YORK,NY 10001 TEL (212)714-0993 FAX(212)714-0997 PORCH S A LNPC I L.NAOUM P.E.,P.C. 16'-7" V-6" 7" 0" V-11'I MIN. MEP ENGINEER 330 WESTDORME�ABOVEDORMEP ABOVE NEW YORK NY 0018ET EQ.B EQ.B EQ. EQ. TEL (212}714-0094 2 FAX(212)714-0089 1 1 1 11 FOR CLOSET FIT OUT 321 328 A301 SEE DETAIL X/AXXX 6'-0 3/4"R.O. 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W Lu O m , p TYPE&LAYOUT I L- 311 o 0- CO BLUESTO E PAVERS i q LI ON PITCHED v 'WINE ' GARBAGE I TR/SH T 1��1 - I - M O SEE INTERIOR TRIM NOTE - I CONCRETE SLAB I TORAG DISPOSA CO PAC OR I rn d (�WINDOWS TO REMAIN � r W ( f____ _____T_____ r___T_____ _ _ ____— I I I I I I TYP. Ill p I I O i --iv I- i ° i i DW [��. ° I DW _ mm 77 PE RGOLA _I I -- ----- - L ST POST POST POST � .� . J----- ' ---- - � STEPS BLUESTONE i AREAWAYS W/ _ PAVERS ON CONCRETE GALVAfNIZED GRILLES TO EXISTING DRYWELL 03/12/09-AMENDED LINED W/GRAVEL ON DOB SUBMISSION BASE&PAD MEMBRANE SLOPED TO 02 123' I DRAINS&PIPED TO REVIEW ISSUED FOR DOB PROPANE EXISTING DRYWELL 1215/08-DOB SUBMISSION I OUTDOOR ._ ` GRILLE LINE OlI SHED ROOF REVISIONS ABOVE I >„, 8'4'3/4" '-9 3/4" �cy�°�" � v d{y'°��'s•,, XIST.R .. . EXIST,.R.O. XIST.R. . • A --------------- -------------- 1 24'-0"V.I.F. 36'-0"V.I.F. 24'-0"V.I.F. �'}� 025 � . OF PROJECT FIRST FLOOR PROPOSED PLAN PREP,PRIME&FINISH PAINT SCOPE/NOTES: WOOD FLOOR SCOPE/MOTES: MILLWORK SCHEDULE CARUSO-FITZGERALD ' 1. GENERAL CONTRACTOR AND PAINTING SUBCONTRACTOR TO EXAMINE EXISTING CONDITIONS AND 1. GENERAL CONTRACTTOR AND WOOD FLOORING SUBCONTRACTOR TO (GENERAL NOTE: SEE PLANS&INTERIOR ELEVATIONS FOR BASIC MILLWORK SCOPE. MILLWORK TO BE DETAILED FULLY EVALUATE SCOPE AND REQUIREMENTS OF PROPOSED PREP AND PAINTING WORK. EXAMINE EXISTING CONUDITIONS AND EVALUATE SCOPE OF ALL PROPOSED IN SUBSEQUENT CSK PACKAGE) LEGEND RESIDENCE INTERIOR TRIM @ WINDOWS TO REMAIN: WORK,INCLUDING INFILLL REPAIRS. ITEM DESCRIPTION LOCATION 2. ALL EXISTING AND NEW GYPSUM WALL&CEILING BOARD,DOORS&TRIM,AND WOODWORK TO M-1 A&B FIREPLACE SURROUND&TALL CABINET DINING ROOM 495 PADDOCK WAY 1. REPLACE INTERIOR CASINGS&APRONS WITH TRIM PROFILES RECEIVE FINISH PAINT,EXCEPT WHERE OTHERWISE NOTED. 2. ALL EXISTING AND NUEW SOLID OAK STRIP FLOORING&SADDLES TO AS PER DETAIL 1/A221 3. ROOM WALLS&CEILINGS/DOORS&TRIM/T&G WOOD BOARD WALLS: RECEIVE STAIN&PROTEECTIVE CLEAR FINISH. M-2A&B TALL CABINETS W/UPPER&LOWER DOORS LIVING ROOM MATTITUCK, NY 11952 A. PREP&REPAIRS-AT ALL AREAS WHERE NEW GWB MEETS EXISTING,SMOOTHLY BLEND W/ 3. REPAIRS AND PATCIHES M-3 WINDOW SEAT LIVING ROOM INTERIOR TRIM 0 DOORS: FIBERGLASS MESH AND SKIM COAT. SEE DETAILS F(OR SADDLES AND FLUSH TRANSITIONS. M-4 TALL CABINET 1. FOR ALL INTERIOR DOOR TRIM PROFILES INCLUDING CLOSET B. FULL SKIM COAT PREP-ALL GWB SURFACES AT LIVING ROOM,DINING ROOM,KITCHEN,ENTRY& . V G LIVING ROOM HUB 1 DOORS SEE SHEET A413. STAIR SHALL RECEIVE THREE(3)SKIM COATS. .REPLACE ALL Lt00SE OR THIN FACE NAILED BOARDS. WOOD LOUVER GRILLE ABOVE WALL& FILLER AT SMALLL CRACKS&NAILHOLES SHALL BE COMPATIBLE WITH M-5A&B TALL BOOKCASES W/1 DRAWER LIVING ROOM EXISTING REMAIN C. PRIMER- SEE SPECIFICATIONS APPROVED STAIIN AND FINISH. DATE &ADJUSTABLE SHELVES 02/12/09 D. PAINT COLORS&FINISHES - SEE SPECIFICATIONS 4. SANDING M-5C FIREPLACE SURROUND&WALL PANELS LIVING ROOM E. WALL PAINT SAMPLES-PROVIDE MIN.8 SAMPLES,2'X 2'ON PRIMED WALLS FOR REVIEW BY AT STRAIGHT PILANK FLOORS SAND IN THE DIRECTION OF THE SCALE ARCHITECT&OWNER PRIOR TO ORDERING PAINT. FLOORING OR ATT 7-15 DEGREE ANGLE M-6 TALL CABINETS&STORAGE BENCH MUD ROOM 1/4"=1'-0" CLOSET ROD/ADJUSTABLE SHELVES AT CABINETS 4. CLOSETS: S. STAIN HINGED DOOR AT TOP OF BENCH DWG A. WALLS&CEILINGS- M-7 RECYCLING CENTER MUD ROOM PROPOSED WALL&DOOR PROVIDE SMOOTH PATCH PREP.THROUGHOUT. SAMPLE ON EXIISTING&NEW WD.FLOOR-AT THE EARLIEST TIME W/PULLOUT RECYLING BINS PROPOSED PLAN THAT JOB COND111TIONS PERMIT. FIRST FLOOR B. PRIMER-SEE SPECIFICATIONS. PROVIDE MINIMIUM THREE(3)DIFFERENT STAIN SAMPLES M-8 BOOKCASES HALL NEAR GAME ROOM C. PAINT COLORS&FINISHES-SEE SPECIFICATIONS COMPLETE WITHI PROTECTIVE FINISH COATINGS,COLORS&FINISHES W/ADJUSTABLE SHELVES 5. MILLWORK-"M"ITEMS/T&G WOOD BOARD WALLS 1 KITCHEN,LAUNDRY,POOLHOUSE CABINETS: OF SAMPLES TO BE DETERMINED BY ARCHITECT,MAY INCLUDE77 ^-� PROPOSED CONCRETE CUSTOM COLORi MIXES. M-9 DESK&UPPER BOOKCASES BEDROOM 1 .` '- 1 FOUNDATION .APPLY STAIN AS PER APPROVED SAMPLE. DESK W/PENCIL DRAWERS,FILES CABINETS. A. PREP.SHALL INCLUDE- UPPERS W/ADJUSTABLE SHELVES .FILL ANY CRACKS,HOLES OR OPEN JOINTS. 6. FINISH M-1 C WINDOW SEAT .PRIME WITH SHELLAC KNOTTING. BEDROOMS 2,3,4 AND MASTER DIMENSIONING NOTES: B. PRIMER-SEE SPECIFICATIONS BONAKEMI"TRIAFFIC"/"STRONG"/OR"NATURALE"-SATIN OR W/HINGED TOP TO STORAGE BELOW MATTE FINISH,3�COATS-WATER BASED POLYURETHANE,FINISH TO M-11 TOWEL CABINET MASTER BEDROOM 1. DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE NOTED. - C. PAINT FINISHES-SEE SPECIFICATIONSBE DETERMINED)BY ARCHITECT AFTER SAMPLING PROCESS. AA1 02 D. ALL FINISH PAINT ON MILLWORK I T&G WOOD BOARD WALLS/CABINETS TO BE BRUSH APPLIED 7. ALL WORK SHALL CONFORM TO SPECIFICATIONS. M-12 DESK BEDROOMS 2&3 GENERAL NOTES: OR SPRAYED ON IN THE SHOP. M 13 VANITY BATHROOM 2 `' 1. GENERAL CONTRACTOR TO VERIFY EXISTIING DIMENSIONS E. MILLWORK/T&G WOOD BOARD WALLS/CABINETS PAINT SAMPLES-PROVIDE MIN.4 SAMPLES, M-14 LINEN CLOSET BEDROOM HALL AND CONDITIONS IN FIELD AND IMMEDIATELY REPORT TO 2'X 2'ON WOODWORK SAMPLES FOR REVIEW BY ARCHITECT&OWNER PRIOR TO ORDERING PAINT. M-15 TOWEL CABINET POOLHOUSE ARCHITECT ANY DISCREPANCIES THAT M/4 PROPOSED LAYOUTS AND INSTALLATIONS. 6. ALL WORK SHALL CONFORM TO SPECIFICATIONS. ®FINK&PLA7T AACWTECiS LLC 2008 FINK & PLATT A R C H I T E C T S 84'-0" FOUNDATION V.I.F. 347 W 36TH ST 1202 NEW YORK NY 10018 1 10011W TEL 212 631 0675 FAX 212 695 3056 FINKANDPLATT,COM ANASTOS ENGINEERING ASSOCIATES STRUCTURAL ENGINEER 240 WEST 35TH STREET NEW YORK,NY 10001 TEL (212)714-0993 FAX(212)714-0997 PORCH ROOF BELOW 3 SEE 1/A104 ROOF PLAN LNPC I L.NAOUM P.E.,P.C. MEP ENGINEER A211 330 WEST 38TH STREET NEW YORK,NY 10018 TEL (212)714-0094 1 2 FAX(212)714-0089 324 11 ------------------------------------ ------------------- ---------------- Fn IT - Window Seat M10 I. FURRED CL. - - - :._ CL. SPACE FURRED SPA BRED SPACE BEDROOM 3 I 24 %..-.. 25 .... ------------- --- --�.. 53 54 = STAIR . - 27 10"MIN �.... - - - - - - - - -- -- ,,, MASTER 4 -- BATHROOM 3 ...._c..._.....!_ BEDROOM 4 --- -= -, -:.7. BEDROOM WD.FIN.FLR.TO MATCH EXIST. — Built-in WD.FIN.FLR.TO z u: "- w 11 SEE 1/A324 F Desk TYPICAL SADDLE I SHOWER FLOOR TIL MATCH&BLEND) _ FAMILY --O'�w 28 —__ — — — — — — — — — — — — — — — — — — — — -- Wind - M 12 SEE DETAIL 7A/A413 STALL TYPE&LAY T EXIST.TO REMAIN ROOM a o eaf H LL I 7-0' C-FOR FINISH SEE O i\1 TYPICAL SADDLE M-10 G q ; r. (NOTES BELOW,TYP. SEE DETAIL 7A/A413 + 3 2'-8"I DR. I 2'-8"DR. �+ _.._ - -- -.-. _ w W W ';l;F CL --_ — —_— 18R&17T 5/4 CASING,PAINT ~ a O o I- 51 _ CL. _ = 23..:L -' FIN. 26 ' 311 ------- . o . 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WIN OWSTOREMAIN CL• 17 01 ri I 03/12/09-AMENDED • DOB SUBMISSION 02/23/09-ISSUED FOR DOB REVIEW 12/5/08-DOB SUBMISSION REVISIONS 03 24'-0"V.I.F. 36'-0"V.I.F. 24'-0"V.I.F. ! 0. !: e l� 0 2 OF N PROJECT PROPOSED SECOND FLOOR PLAN PREP,PRIME&FINISH PAINT SCOPE/NOTES: WOOD FLOOR SCOPE/INOTES: MILLWORK SCHEDULE 1. GENERAL CONTRACTOR AND PAINTING SUBCONTRACTOR TO EXAMINE EXISTING CONDITIONS AND 1. GENERAL CONTRACTOR AND WOOD FLOORING SUBCONTRACTOR TO (GENERAL NOTE: SEE PLANS&INTERIOR ELEVATIONS FOR BASIC MILLWORK SCOPE. MILLWORK TO BE DETAILED RESIDECARUS -FITZGERALD FULLY EVALUATE SCOPE AND REQUIREMENTS OF PROPOSED PREP AND PAINTING WORK, EXAMINE EXISTING COMDITIONS AND EVALUATE SCOPE OF ALL PROPOSED IN SUBSEQUENT CSK PACKAGE) LEGEND RESIDENCE INTERIOR TRIM @ WINDOWS TO REMAIN: WORK,INCLUDING INFILL REPAIRS. ITEM DESCRIPTION LOCATION 2. ALL EXISTING AND NEW GYPSUM WALL&CEILING BOARD,DOORS&TRIM,AND WOODWORK TO M-1A&B FIREPLACE SURROUND&TALL CABINET DINING ROOM 1. REPLACE INTERIOR CASINGS&APRONS WITH TRIM PROFILES RECEIVE FINISH PAINT,EXCEPT WHERE OTHERWISE NOTED. 2. ALL EXISTING AND MEW SOLID OAK STRIP FLOORING&SADDLES TO 495 PADDOCK WAY AS PER DETAIL 1/A221. 3. ROOM WALLS&CEILINGS/DOORS&TRIM/T&G WOOD BOARD WALLS: RECEIVE STAIN&PROTFECTIVE CLEAR FINISH. M-2A&B TALL CABINETS W/UPPER&LOWER DOORS LIVING ROOM MATTITUCK, NY 11952 A. PREP&REPAIRS-AT ALL AREAS WHERE NEW GWB MEETS EXISTING,SMOOTHLY BLEND W/ 3. REPAIRS AND PATCtHES M-3 WINDOW SEAT LIVING ROOM INTERIOR TRIM @ DOORS: FIBERGLASS MESH AND SKIM COAT. 1. FOR ALL INTERIOR DOOR TRIM PROFILES INCLUDING CLOSET B. FULL SKIM COAT PREP-ALL GWB SURFACES AT LIVING ROOM,DINING ROOM, KITCHEN,ENTRY& .SEE DETAILS FOR SADDLES AND FLUSH TRANSITIONS. M 4 TALL CABINET G IL HUB 1 W/ LIVING ROOM DOORS SEE SHEET A413. STAIR SHALL RECEIVE THREE(3)SKIM COATS. .REPLACE ALL L.00SE OR THIN FACE NAILED BOARDS. WOOD LOUVER GRILLE ABOVE FILLER AT SMAILL CRACKS&NAILHOLES SHALL BE COMPATIBLE WITH EXISTING WALL& APPROVED STAIIN AND FINISH. M-5A&B TALL BOOKCASES W/1 DRAWER LIVING ROOM DOOR TO REMAIN DATE &ADJUSTABLE SHELVES 02/12/09 C. PRIMER- SEE SPECIFICATIONS 4. SANDING M-50 FIREPLACE SURROUND&WALL PANELS LIVING ROOM D. PAINT COLORS&FINISHES - SEE SPECIFICATIONS E. WALL PAINT SAMPLES-PROVIDE MIN.8 SAMPLES,2'X 2'ON PRIMED WALLS FOR REVIEW BY AT STRAIGHT FLANK FLOORS SAND IN THE DIRECTION OF THE ARCHITECT&OWNER PRIOR TO ORDERING PAINT. FLOORING OR A•,T 7-15 DEGREE ANGLE M-6 TALL CABINETS&STORAGE BENCH MUD ROOM SCALE CLOSET ROD/ADJUSTABLE SHELVES AT CABINETS 4. CLOSETS: 5. STAIN HINGED DOOR AT TOP OF BENCH A. WALLS&CEILINGS- DWG PROVIDE SMOOTH PATCH PREP.THROUGHOUT. SAMPLE ON EXtISTING&NEW WD.FLOOR-AT THE EARLIEST TIME M-7 RECYCLING CENTER MUD ROOM PROPOSED WALL&DOOR THAT JOB CON DIITIONS PERMIT. W/PULL OUT RECYLING BINS PROPOSED PLAN B. PRIMER-SEE SPECIFICATIONS. PROVIDE MINIMUM THREE(3)DIFFERENT STAIN SAMPLES M-8 BOOKCASES SECOND FLOOR C. PAINT COLORS&FINISHES-SEE SPECIFICATIONS COMPLETE WITH PROTECTIVE FINISH COATINGS,COLORS&FINISHES W/ADJUSTABLE SHELVES HALL NEAR GAME ROOM 5. MILLWORK-"M"ITEMS/T&G WOOD BOARD WALLS/KITCHEN,LAUNDRY,POOLHOUSE CABINETS: OF SAMPLES TOI BE DETERMINED BY ARCHITECT,MAY INCLUDE ^,---�-� PROPOSED CONCRETE CUSTOM COLOR MIXES. M-9 DESK&UPPER BOOKCASES BEDROOM 1 "_"':'� :":�1 FOUNDATION .APPLY STAIN AS PER APPROVED SAMPLE. DESK W/PENCIL DRAWERS,FILES CABINETS. A. PREP.SHALL INCLUDE- UPPERS W/ADJUSTABLE SHELVES FILL ANY CRACKS,HOLES OR OPEN JOINTS. 6. FINISH .PRIME WITH SHELLAC KNOTTING. M-10 WINDOW SEAT BEDROOMS 2,3,4 AND MASTER DIMENSIONING NOTES: B. PRIMER-SEE SPECIFICATIONS BONAKEMI"TRAFFIC"/"STRONG"/OR"NATURALE"-SATIN OR W/HINGED TOP TO STORAGE BELOW MATTE FINISH,&COATS-WATER BASED POLYURETHANE,FINISH TO M-11 TOWEL CABINET MASTER BEDROOM 1. DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE NOTED. C. PAINT FINISHES-SEE SPECIFICATIONS BE DETERMINED)BY ARCHITECT AFTER SAMPLING PROCESS. A-1 D. ALL FINISH PAINT ON MILLWORK/T&G WOOD BOARD WALLS/CABINETS TO BE BRUSH APPLIED 7. ALL WORK SHALL COONFORM TO SPECIFICATIONS. M 12 DESK BEDROOMS 2&3 GENERAL NOTES: OR SPRAYED ON IN THE SHOP. M-13 VANITY BATHROOM 2 E. MILLWORK/T&G WOOD BOARD WALLS/CABINETS PAINT SAMPLES-PROVIDE MIN.4 SAMPLES, M-14 LINEN CLOSET BEDROOM HALL 1 AND COND. GENERAL ITIONS IN FIELD AND NTRACTOR TO RIMMEDIATIELY REPORT IFY EXISTING TO 2'X 2'ON WOODWORK SAMPLES FOR REVIEW BY ARCHITECT&OWNER PRIOR TO ORDERING PAINT. ARCHITECT ANY DISCREPANCIES THAT MAY AFFECT 6. ALL WORK SHALL CONFORM TO SPECIFICATIONS. M-15 TOWEL CABINET POOLHOUSE PROPOSED LAYOUTS AND INSTALLATIONS. 0 FINK&PIATT ARCHTECTS LLC 2009 ROOF ASSEMBLIES NOTE: ALL MATERIALS AND INSTALLATIONS TO CONFORM WITH FINK & PLATT RESIDENTIAL CODE OF NEW YORK STATE: A R C H I T E C T S •R 901 -904 •R 905.2-ASPHALT SHINGLES 347 W 36TH ST 1202 •R 905.11-MODIFIED BITUMEN ROOFING NEW YORK NY 10018 TEL 212 631 0675 FAX 212 695 3056 FINKANDPLATT.COM ANASTOS ENGINEERING ASSOCIATES — PORCH ROOF BELOW STRUCTURAL ENGINEER 240 WEST 35TH STREET NEW YORK,NY 10001 TEL (212)714-0993 REMOVE ROOFING,UNDERLAYMENT FAX(212)714-0997 &FLASHING TO EXPOSE DECKING REPLACE W/MODIFIED BITUMEN ROOFING, ICE BARRIER UNDERLAYMENT TYP. AOUM P.E.,P.C. L.N I UNDERLAYMENT&COPPER FLASHING WHERE SHOWN.INCLUDE ALL DORMERS. MEP ENGINEER L.N ER INSTALL W/CORROSION RESISTANT FASTENERS PER N.Y.S.CODE R 905.2.7.2 330 WEST 38TH STREET NEW YORK,NY 10018 TEL (212)714-0094 FAX(212)714-0089 O /-----..--_•--r_-.-.1 �',...------`------- _-._... _-_---J.J.-- ___.r_rr._--- --- _ter_-___r- -.--- -_ -" --.-- __•-_`.'1 _ ----`------.-.--'-� - J\ r...._-... .-.J--_-`--------------- ----------"'___""-------- J. _ �� 1, cq PROPOSED VENTING SKYLIGHTS i { PROPOSED EXHAUST PROPOSED PLUMBING VENT O REMOVE I ASPHALT SHINGLES,UNDERLAYMENT(S) )) ALL FLASHING TO EXPOSE HEAT w a. REPLACE W/ASPHALT SHINGLES, — - --=-- 1 LAYER OF UNDERLAYMENT,INCLUDE EX IST. ICE BARRIER UNDERLAYMENT WHERE SHOWN, EXIS .C CAP COPPER(ASTM B370,16 OZ.PER SF)FLASHINGPROVIDE&INSTALL COPPER I CHIMNEY CAP W//SQUIRREL CAGE 11 ' I F—— — ii t iv �O 2'-0"TYP. TO ACCOMMODATE DIRECT VENT ,I 1 III r GAS EXHAUST CAP PROPOSED MUD ROOM ROOF ~ PROPOSED EXHAUST MODIFIED BITUMEN u 1 I UME ROOFING, SLOPE 1/4"PER FOOT UNDERLAYMENT& \ �-. . ! u --- --• n � I COPPER FLASHING I , �---PROPOSED EXHAUST ! \ i, ............. -- -- ------- ----- _------� \-------- \ J t ic-UOL ------ I:r , 1 1 l J VENT PLUMIBING L I ` ' j 2'-0"TYP. I 2'-0"1 YP. ol 1 (Ol 0 03/12l09-AMENDED DOB SUBMISSION 02/23/09-ISSUED FOR DOB REVIEW 12/5/08-DOB SUBMISSION REVISIONS �C J� VdG 9 A c �PF p o252a : OF PROJECT 1 PROPOSED ROOF PLAN 1/4 1-011 CARUSO-FITZGERALD RESIDENCE 495 PADDOCK WAY MATTITUCK, NY 11952 DATE 02/12/09 SCALE 1/4"=1'-0" DWG PROPOSED PLAN ROOF A-104 GENERAL NOTES: 1. GENERAL CONTRACTOR TO VERIFY EXISTING DIMENSIONS AND CONDITIONS IN FIELD AND IMMEDIATELY REPORT TO ARCHITECT ANY DISCREPANCIES THAT MAY AFFECT PROPOSED LAYOUTS AND INSTALLATIONS. O nW&PLATT ARCHITECTS LLC 2009 EXTERIOR FINISH SCOPE&NOTES: 1. GENERAL CONTRACTOR AND PAINTING SUBCONTRACTOR FINK & PLAT T SHALL THOROUGHLY REVIEW: A R C H I T E C T S A. EXISTING CONDITIONS. B. PROPOSED SCOPE OF WORK. 347 W 36TH ST 1202 C. SPECIFICATIONS/REQUIREMENTS. NEW YORK NY 10018 2. THE FOLLOWING STRUCTURES AND SURFACES SHALL TEL 212 631 0675 RECEIVE PREPARATION AND FINISH PAINT APPLICATIONS: FAX 212 695 3056 A. EXISTING EXTERIOR WOODWORK/TRIM INCLUDING FINKANDPLATT.COM CORNER,FASCIA AND SOFFIT BOARDS. B. EXISTING AND PROPOSED WINDOWS AND DOORS INCLUDING TRIM,SILLS,FRAMES,SASH AND MUNTINS. C. EXISTING AND PROPOSED PORCH INCLUDING POSTS, RAILING,PICKETS,PILASTERS,FASCIAS,CEILING AND ANASTOS ENGINEERING STAIR RISERS. ASSOCIATES D. MUD ROOM INCLUDING CORNER,FASCIA STRUCTURAL ENGINEER AND SOFFIT BOARDS AND STAIR RISERS. E. ALL WOODWORK!TRIM AT EXISTING GARAGE. 240 WEST 35TH STREET F. GATES. NEW YORK,NY 10001 3. THE FOLLOWING STRUCTURES AND SURFACES SHALL RECEIVE TEL (212)714-0993 CLEAR PENETRATING FINISH: FAX(212)714-0997 A. PROPOSED PERGOLA POSTS AND FRAMING. 4. EXISTING AND PROPOSED CEDAR SHINGLE CLADDING SHALL LNPC 1 L.NAOUM P.E.,P.C. NOT RECEIVE FINISH UNLESS OTHERWISE NOTED. MEP ENGINEER 330 WEST 38TH STREET NEW YORK,NY 10018 TEL (212)714-0094 FAX(212)714-0089 WINDBORNE DEBRIS PROTECTION COMPLIANCE WITH N.Y.S.RESIDENTIAL CODE R 301.2.1.2: 1. GENERAL CONTRACTOR SHALL PRE-CUT WOOD SRUCTURAL PANELS FOR EACH GLAZED DOOR AND WINDOW. 2. ALL PANELS TO BE PRE-DRILLED FOR 21/2"#6 OR#8 SCREWS NEW EXISTING SPACED ACCORDING TO TABLE R 301.2.1.2. PROVIDE&INSTALL COPPER CHIMNEY CAP W/(SQUIRREL CAGE TO ACCOMMODAITE DIRECT VENT GAS EXHAUST CAP 12" 18"V.I.F. REPLACE ASPHALT ROOF SHINGLES EXISTING SLOPE SEE ROOF PLANT 1/A104 PROPOSED WOOD PROPOSED BLIND WOOD CASEMENT WINDOW __ PROPOSED R CLAD GRILLE PAINT FIN. PAINT FIN. I _ VENTING SKYLIGHTS EXISTING CASEMENT WINDOW COMPLIES WITH NYS RESIDENTIAL CODE 10 FORSECTBEDROOM ION 310 EMERGENCY ESCAPE 17 EXISTING CLEAR WIDTH=25">20" EXISTING CLEAR(HEIGHT=51">24" EXISTING CLEAR(OPENING=8.85 S.F.>5.7 S.F. 21 , 20 IL 13 PROPOSED PLUMBING VENT , I PROPOSED EXHAUST Li 6"COPPER"HALF ROUND"GUTTERS &SMOOTH RAIN WATER LEADERS W/ 6"COPPER ALL ACCESSORIES,TYP. "HALF ROUND"GUTTIERS &SMOOTH RAIN WATT ER LEADERS W/AL 10-10"V.I.F. ACCESSORIES,TYP. — — EXIST.2ND FIN.FLOOR SOFFIT BOARD PAINT FIN., TYR CEDAR SHINGLES CEDAR TRIM PAINT 4 211L 1 16 EXISTING CASEMENT WINDOW WHEN MODIFIED FIN. / I WITH PELLA EGRESS HARDWARE \ / SHALL CO PLY WITH N S RESIDENTIAL CODE 1 SECTION 310 EMERGENCY ESCAPE FOR BEDROOM 1 EL 03/12/09-AMENDED MODIFIED CLEAR WIDTH=21">20" DOB SUBMISSION EXISTING CLEAR HEIGHT=69">24" 02/23/09-ISSUED FOR DOB EXISTING CLEAR OPENING=10 S.F.>•5 S.F. REVIEW PROPOSED 12 16/08•DOB SUBMISSION FOUNDATION VENT 0'-O"V.I.F. REv�sloNs --- =- — — EXIST.1ST FIN.FLOOR �. D R COPPER DRYER EXHAUST i A4, WALL CAP --MUD ROOM ADDITION I PROPOSED WOOD STEPS& RAILING TO MATCH EXISTING PAINT FIN. ' ' I RESHINGLE PORCH WALL r- `-T-- + FROM PILASTER(TO PILASTER ' ____ ----------------------------------------------------------------" ' I -------------------- ALIGN SHINGLE(COURSES W/ , ---------------------------------------- -------� J, � N I EXISTING ADJACENT,TYP. � O. 0 2523_ '--------------------------------'' I k 1 ' OF N I I 1 I ' I ' PROJECT 1 ' I CARUSO-FITZGERALD NORTH ELEVATON RESIDENCE 1 114"= 1'-011 495 PADDOCK WAY MATTITUCK, NY 11952 DATE 02/12/09 SCALE 1/4"=1'.0" DWG BUILDING ELEVATION NORTH m A- 01 0 FIW&PLATT ARCHITECTS LLC 2WO EXTERIOR FINISH SCOPE&NOTES: 1. GENERAL CONTRACTOR AND PAINTING SUBCONTRACTOR FINK & PLATT SHALL THOROUGHLY REVIEW: A R c H I T E c r s A. EXISTING CONDITIONS. 347 W 36TH 57 1202 B. PROPOSED SCOPE OF WORK. C. SPECIFICATIONS/REQUIREMENTS. NEW YORK NY 10018 " 2. THE FOLLOWING STRUCTURES AND SURFACES SHALL TEL 212 631 0675 RECEIVE PREPARATION AND FINISH PAINT APPLICATIONS: FAX 212 695 3056 A. EXISTING EXTERIOR WOODWORK/TRIM INCLUDING FINKANDPLATT.COM CORNER,FASCIA AND SOFFIT BOARDS. B. EXISTING AND PROPOSED WINDOWS AND DOORS INCLUDING TRIM,SILLS,FRAMES,SASH AND MUNTINS. C. EXISTING AND PROPOSED PORCH INCLUDING POSTS, RAILING,PICKETS,PILASTERS,FASCIAS,CEILING AND ANASTOS ENGINEERING STAIR RISERS. ASSOCIATES D. MUD ROOM INCLUDING CORNER,FASCIA STRUCTURAL ENGINEER AND SOFFIT BOARDS AND STAIR RISERS. E. ALL WOODWORK/TRIM AT EXISTING GARAGE. 240 WEST 35TH STREET F. GATES. NEW YORK,NY 10001 3. THE FOLLOWING STRUCTURES AND SURFACES SHALL RECEIVE TEL (212)714-0993 FAX(212)714-0997 CLEAR PENETRATING FINISH: A. PROPOSED PERGOLA POSTS AND FRAMING. 4. EXISTING AND PROPOSED CEDAR SHINGLE CLADDING SHALL LNPC I L.NAOUM P.E.,P.C. NOT RECEIVE FINISH UNLESS OTHERWISE NOTED. MEPENGINEER 330 WEST 38TH STREET NEW YORK,NY 10018 TEL (212)714-0094 FAX(212)714-0089 WINDBORNE DEBRIS PROTECTION COMPLIANCE WITH N.Y.S.RESIDENTIAL CODE R 301.2.1.2: 1. GENERAL CONTRACTOR SHALL PRE-CUT WOOD SRUCTURAL PANELS FOR EACH GLAZED DOOR AND WINDOW 2. ALL PANELS TO BE PRE-DRILLED FOR 21/2"#6 OR#8 SCREWS SPACED ACCORDING TO TABLE R 301.2.1.2 PROVIDE&INSTALL COPPER CHIMNEY CAP W/SQUIRIREL CAGE TO ACCOMMODATE DIRECT VENT GAS EXHAUST CAP REPLACE ASPHALT ROOF SHINGLES SEE ROOF PLAN 1/A104 PROPOSED EXHAUST Li EXISTING CASEMENT WINDOW EXISTING CASEMENT WINDOWW COMPLIES WITH NYS RESIDENTIAIL CODE COMPLIES WITH NYS RESIDENTiAL CODE EXISTING CASEMENT W SECTION 310 EMERGENCY ESCAPE / \ SECTION 310 EMERGENCY iESCAPE COMPLIES WITH NYS RESIDENTIAL CODE SECTION 310 EMERGENCY IESCAPE FOR BEDROOM 2 FOR MASTER BEDROOM FOR BEDROOM 3 EXISTING CLEAR WIDTH=25">20" EXISTING CLEAR WIDTH=25">20" 12 15 EXISTING CLEAR HEIGHT= 51">24" 14 EXISTING CLEAR WIDTH=25">20" EXISTING CLEAR HEIGHT=51">24" EXISTING CLEAR OPENING=8.85 S.F.>5.7 S.F. '� /• EXISTING CLEAR OPENING=8.85 S.F.>5.7 S.F. EXISTING CLEAR HEIGHT= 51">24" /" EXISTING CLEAR OPENING =8.85 S.F.>5.7 S.F. 6"COPPER"HALF ROUND" GUTTERS&SMOOTH RAIN WATER LEADERS W/ ALL ACCESSORIES,TYP° 5 6"COPPER 1 "HALF ROUND"GUTTER 10'-10"V.I.F. _ — — — — — — — — —' — EXIST.2ND FIN.FLOOR — — — — — — — — — SHED ROOF BEYOND L__ll�J L�J TE PROPOSED WOOD STEPS& ILING TO MATCH 6 TE ❑ 3 EXISTI G PAINT FIN. 2 ❑ F03/12109-AMENDED CEDAR TRIM,PAINT DOB SUBMISSION FIN. ❑ ❑ 02/23/09-ISSUED FOR DOB REVIEW 1215108-DOB SUBMISSION Ax 0'0"V.I.F. REYlsloNs olu — — — — — — EXIST.1ST FIN.FLOORr — — — — — — { STEPS i RESHINGLE ENTIRE FACE �'��' u."}•` \ { { PROPOSED S S I, ALIGN SHINGLE COURSES a CEDAR TRIM,PAINT , W/EXISTING ADJACENT, ' FIN. , MUD ROOM ADDITION FOUNDATION VENT i I 1 TYPPROPOSED ' L°----------------------------------------------------------------------------------------------------------- "------------------------------_------ -------------------- ------�__1_i__-.--'-----------------------J I { 1 -�----------L------------------------- � r PROJECT � WEST ELEVATION 2 EAST ELEVATION CARUSO-FITZGERALD 1 ,�_ RESIDENCE 1/4 - 1 1-0ll 495 PADDOCK WAY MATTITUCK, NY 11952 DATE 02/12/09 SCALE 1/4"-1'.0" DWG BUILDING ELEVATIONS EAST&WEST '" 2 m RNK 8 PLATT ARCli17ECTS LLC 2008 EXTERIOR FINISH SCOPE&NOTES: 1. GENERAL CONTRACTOR AND PAINTING SUBCONTRACTOR FINK & PLAT T SHALL THOROUGHLY REVIEW: A R C H I T E C T S A. EXISTING CONDITIONS. B. PROPOSED SCOPE OF WORK. 347 W 36TH ST 1202 C. SPECIFICATIONS/REQUIREMENTS. NEW YORK NY 10018 2. THE FOLLOWING STRUCTURES AND SURFACES SHALL TEL 212 631 0675 RECEIVE PREPARATION AND FINISH PAINT APPLICATIONS: FAX 21.2 695 3056 A. EXISTING EXTERIOR WOODWORK/TRIM INCLUDING FINKANDPLATT.COM CORNER,FASCIA AND SOFFIT BOARDS. B. EXISTING AND PROPOSED WINDOWS AND DOORS INCLUDING TRIM,SILLS,FRAMES,SASH AND MUNTINS, C. EXISTING AND PROPOSED PORCH INCLUDING POSTS, RAILING,PICKETS,PILASTERS,FASCIAS,CEILING AND ANASTOS ENGINEERING STAIR RISERS. ASSOCIATES D. MUD ROOM INCLUDING CORNER,FASCIA STRUCTURAL ENGINEER AND SOFFIT BOARDS AND STAIR RISERS. E. ALL WOODWORK/TRIM AT EXISTING GARAGE. 240 WEST 35TH STREET F. GATES. NEW YORK,NY 10001 3. THE FOLLOWING STRUCTURES AND SURFACES SHALL RECEIVE TEL (212)714-0993 CLEAR PENETRATING FINISH: FAX(212)714-0997 A. PROPOSED PERGOLA POSTS AND FRAMING. 4. EXISTING AND PROPOSED CEDAR SHINGLE CLADDING SHALL LNPC/L.NAOUM P.E.,P.C. NOT RECEIVE FINISH UNLESS OTHERWISE NOTED. MEP ENGINEER 330 WEST 38TH STREET NEW YORK,NY 10018 TEL (212)714-0094 FAX(212)714-0089 WINDBORNE DEBRIS PROTECTION COMPLIANCE WITH N.Y.S.RESIDENTIAL CODE R 301.2.1.2: 1. GENERAL CONTRACTOR SHALL PRE-CUT WOOD SRUCTURAL PANELS FOR EACH GLAZED DOOR AND WINDOW 2. ALL PANELS TO BE PRE-DRILLED FOR 2 1/2"#6 OR#8 SCREWS SPACED ACCORDING TO TABLE R 301.2.1.2 EXISTING NEW PROPOSED WOOD 0 CASEMENT WINDOWW PROPOSED BLIND WOOD PAINT FIN. GRILLE PAINT FIN. -' REPLACE ASPHALT ROOF SHINGLES SEE ROOF PLAN 1/A104 11 18 MODIFY EXISTING CASEMENT WINDOVN W/ PELLA EGRESS HAIRDWARE TO CREATE 20"CLEEAR WIDTH 6"COPPER"HALF WOUND" GUTTERS&SMOOTFH RAIN WATER LEADERS W/ ALL ACCESSORIES„TYP. " PROPOSED CEDAR SHINGLE ROOF SUPPORTED ON CEDAR BRACKETS L_ 6"COPPER"HALF ROUND" GUTTERS&SMOOTH 1 2 3 6 4 RAW WATER LEADERS W/ PROPOSED PERGOLA 1 1 21 1 1 ALL ACCESSORIES,TYP. CEDAR POSTS&FRAMING, CLEAR FIN. EXIST.2ND FIN.F---FLOOR I R 7171 - CEDAR SHINGLES / \ AIL 9 8 7 5 I CEDAR TRIM PAINT FIN. 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REVISIONS EXIST.1STFIN.FF-LOOR� __ -_ I MUD ROOM ADDITION AREAWAYS I 1 %• _----� -------- 1 , r 1 1 1 ----------------- L----- 1 _ 1 I 1 r------------------------------------------------ t f i 1 1 I I I ------ -- -----� -- --- 1 1- 1 CONNECTTO EXISTING DRYWELL `/" . 02 OF N L---------- 1 1 ' i PROJECT i -------------------------------------------------------------------------------- ---------------------------� CARUSO-FITZGERALD 1 SOUTH ELEVATON RESIDENCE 1/411= 11-0" 495 PADDOCK WAY MATTITUCK, NY 11952 DATE 02/12/09 SCALE 1/4"=1'-0" DWG BUILDING ELEVATION SOUTH Ell M011203 0 FlW&PLATT ARCHITECTS LLC 2009 ------------------------------------------------------------------------------------------------------------------------ _ V.I.F. ----------------------------------------------------------- — — — — EXIST.RIDGE = ------------------------------------------- ------------------------------------------ x: FINK & PLATT HANG HVAC UNIT FROM RAFTERS W/ VIBRATION ISOLATORS c; — — — — A R c H I T E C T S w' 1T-5"V.LF' 347 W 36TH ST 1202 SEE HVAC DRAWINGS FOR [ EXIST.RIDGE NEW YORK NY 10018 DETAILS ;;I c; 2'-0° FAN INSTALLATION @ RIDGE: ACCESS PANEL TO ;.�--------- ATTACH 2X4 TO RAFTERS TO F '• ATTIC COORDINATE " SUPPORT 3/4"PLYWOOD. 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EXIST.BASEMENT 1 SECTION/ELEVATION LOOKING NORTH COPPER 1/4"= 1'-(0" CHIMNEY CAP W/ SQUIRREL CAGE V.I.F. EXIST.RIDGE�� HANG HVAC UNIT FROM RAFTERS W/ VIBRATION ISOLATORS 17'-5' SEE HVAC DRAWINGS •;I Ij; FIN.CEILING .:}:�' I -,"1 FOR DETAILS PROPOSED BLIND ji-----------WOOlii _ D GRILLE PAINT FIN. \ \ , ! I EXHAUST PROPOSED .a I;. ,' 2x4 16"O.C. F------ I HANG HVAC UNIT i'j ' `� i i i PROPOSED FROM RAFTERS W/ ' I;; \ 1 I PLUMBING VENT VIBRATION ISOLATORS SEE HVAC DRAWINGS FOR DETAILS •L--------- J.• ' EXPOSED COLLAR TIES i ' PAINT FIN. ` \ 20'-10u V.I.F. EXIST.2N5 FLOOR FIN.CEILING— \ I I 2 ACCESS PANEL \\` I \\ + 03/ SUB AMENDED DOB SUBMISSION 41 '' TO ATTIC �\ ' ! \\ , 02/23/09-ISSUED FOR DOB ' COORDINATE ,' \\ REVIEW LOCATION W/ ` ' \ 12 15 108-DOB SUBMISSION ARCHITECT IN FIELD ' \\ REVISIONS \ \'� FAMILY FOR NEW 28 29 \ ;,��=- ROOM \` \ ®�'jF�wd ING BEYOND OPEN O / i \ ' SEE STRUCTURAL ' DRAWINGS / \ \ — — INDO"V.I.F. 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FAX(212)714-0997 LI � LI LI CONTINUOUS 4x10 WD.BEAM, / ____________________________________________ PAINT FIN. LNPC I L.NAOUM P.E.,P.C. 3x4 SOLID WD. COVE MOLDING, MEPENG/NEER BRACKET,PAINT FIN. PAINT FIN. 330 WEST 38TH STREET NEW YORK,NY 10018 3/4"SOFFIT BOARD,PAINT FIN. TEL (212)714 0094 PROVIDE OVAL VENTS W/ 5/4X3 SOLID WD. FAX(212)714-0089 BRACKET MOUNTING BOARD, INSECT SCREEN BEHIND PAINT FIN. 3x4 SOLID WD.BRACKET, PAINT FIN. I SHED ROOF SIDE ELEVATION 2 SHED ROOF PARTIAL ELEVATION SHED ROOF SECTION DETAIL 1 3/4"= 1'-0" 3/4"= 1 ROOF ASSEMBLY: MEMBRANE ROOFING ON REPLACEMENT ROOF 3/4"PLYWOOD DECKING SHINGLE ASSEMBLY SUPPORTED ON SLOPED 2x SLEEPERS ABOVE 2x12 RAFTERS. X BETWEEN RAFTERS W/ MODIFIED BITUMEN POLYETHELENE VAPOR MEMBRANE ROOF _ BARRIER BEYOND COPPER HALF ROUND GUTTER SLOPE TO R.W.L. 10'-10"V.I.F. — I 4 2® ND FIN.FL. - - - WALL ASSEMBLY: CEDAR SHINGLES ON 15LB FELT ON 5/8"PLYWOOD SHEATHING VENT: SUPPORTED ON 2x6 FRAMIING W/ CONTINUOUS SLOT R-21 INSULATION W/ R-19 GATT INSULATION o W/INSECT SCREEN POLYETHELENE VAPOR BARRIER FASCIAS,COVE& @ CEILINGS,TYP. _ CORNER BDS.TO MATCH EXIST. 8'-6 1/2"V.I.F. — �R.O.MEAD 1x6 PRIMED T.&G. CEILING&WALLS, PAINT FIN. 6 COPPER DRIP 2 FLASHING FLAT 1x4 SOLID WD. CASING @ MUD ROOM PAINT FIN. ROUT NOTCH IN T.&G. I TO ACCEPT CASING I DOOR N0.2 J SEE EXTERIOR DOOR SCHEDULE I DOOR NO.11 SEE INTERIOR DOOR SCHEDULE I 0 CEDAR SHINGLES I FOLLOW EXISTING/ ADJ.COURSING ALIGN TO WINDOW I c) TRIM AS SHOWN i 03/12/09-AMENDED DOB SUBMISSION 02/23/09-ISSUED FOR DOB REVIEW 12/5/08-DOB SUBMISSION IREVISIONS A. f 22 1JR r: In 0. 025 OFA cK. TILE FLOOR ADHERED W/THINSET ON WATERPROOF MEMBRANE OVER 3/4 PROJECT PLYWOOD SUBFLOOR SEE 1/A604 FOR TILE TYPE&LOCATION CARUSO-FITZGERALD 5"-6°THK. BLUESTONE STEP RESIDENCE ON 6"GRA— VEL BED •. .. ".. ..� -`'y:,{� 1ST FIN.FL. - -- - 495 PApDOCK WAY j O O O n O O v MATTITUCK, NY 11952 /►' oO �Qoo °° , oog°ate ° — j °40 R-19 BATT INSULATIONDATE CRAWLSPACE "REINF R ° v 02/12/09 CED III FOUNDATION VENT 1 _ CONCRETE FOUNDATION TO MATCH EXISTING I� o _ SEE STRUCTURAL °- SCALE v _ DRAWING 6/S-5 a . "_ " FACE TEXTURE AT EXPOSED CONCRETE 3/4 -1'-0 TO MATCH EXISTING& DWG ADJACENT DETAIL SECTIONS CONNECT R.W.L.TO 3"CONCRETE SLAB ON DRYWELL 6MIL.POLYETHELENE R-10 RIGID INSULATION 4'-0' VAPOR BARRIER AT ENTIRE PERIMETER CRAW LSPACE :::.::; ,.;. ..„•. .. ::'s ; .• o . 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MATERIAL (W x H) JAMB FINISH GLAZING/U-FACTOR DETAIL 1 I'_- `_` FAX 212 695 3056 NCA221 > > > FINKANOPLATT.COM a WINDOW SCHEDULE r IL VERTICAL MUNTINS OPERABLE CASEMENT PELLA-ARCHITECT SERIES(2)2559 PRIMED PINE LOW-E INSULATNG GLASS = TO ALIGN 1 LAUNDRY 2-WIDE OUTSWING 7/8" INTEGRAL TRAD.GRILLES EXTERIOR& 50" x 59" 6 3/4"V.I.F. PAINT ARGON FILLED 1,5/A-222 ANASTOS ENGINEERING TYP.JOINING MULLION STD.WHITE HARDWARE&SCREEN INTERIOR U-FACTOR.31 W ASSOCIATES 2 STRUCTURAL ENGINEER O 240 WEST 35TH STREET NEW YORK,NY 10001 2 DINING ROOM 1{ II II 11 II II II (1 N TEL (212)714-0993 OPERABLE CASEMENT PELLA-ARCHITECT SERIES 2141 PRIMED PINE w 2 Lc 3 4 FAX(212)714-0997 3 LIVING ROOM 7/8"INTEGRAL TRAD.GRILLES EXTERIOR& 21"x 41" II II II II LL 21 I n > SINGLE OUTSWING STD.WHITE HARDWARE&SCREEN INTERIOR 21 2t O w i4 w i� LNPC I L.NAOUM P.E.,P.C. bo MUD ROOM- 6,7/A-222 m J co MEP ENGINEER N CO n �O 330 WEST 38TH STREET 4 II II it II 11 II I� z ]Ell r N N NEW YORK,NY 10010 NORTH TEL (212)714 0094 5 MUD ROOM- 11 II II it II II II FAX(212)714-0089 6 KITCHEN- II II II II II II II 1,5/A-22211E >. EAST 7 SOUTH N I I II I I II I I I I I I II U) KITCHEN- OPEREABLE CASEMENT PELLA-ARCHITECT SERIES(4)2541 _.TL LE Ll Li 8 SOUTH 4-WIDE EQUAL OUTSWING 7/8"INTEGRAL TRAD.GRILLES 1{ 100"x 41" {{ 11 II II VENT/FIXED/FIXED/VENT STD.WHITE HARDWARE&SCREEN KITCHEN- OPERABLE CASEMENT PELLA-ARCHITECT SERIES 2141 9 SOUTH SINGLE OUTSWING 7/8"INTEGRAL TRAD.GRILLES it 21"x 41" 11 11 II II STD.WHITE HARDWARE&SCREEN 3 LITES 2 LITES 3 LITES PELLA-ARCHITECT SERIES 2135 V-0" FRAME oe 4'-11 1/4" FRAME V-6" 3'-0" V-6" 10 MASTER BEDROOM FIXED SINGLE UNIT 7/8"INTEGRAL GRILLES II 21"x 35" 11 11 11 2,5/A-222 STD.WHITE HARDWARE&SCREEN 6'-0" FRAME 11 BEDROOM 2 II II II II II it ii II EXISTING CASEMENT EXISTING PELLA- A TYPE A B TYPE B TYPE C 12 BEDROOM 3 EGRESS COMPLIANT ARCHITECT SERIES 2953 29"x 53" PAINT EXISTING GLAZING U-FACTOR.43 1/2"= 1'-0" 1/2"= 1'-b" C 13 BEDROOM 4 11 11 it 11 11 14 MASTER BEDROOM 11 Il it II 11 15 BEDROOM 2 II II II II II EXISTING CASEMENT EXISTING PELLA- 16 BEDROOM 1 MODIFY TO COMPLY FOR ARCHITECT SERIES 2571 W/ 25"x 71" 11 it PELLA OPTIONAL EGRESS EGRESS WHITE HARDWARE 17 A1TIC1 ABOVE BLIND LOUVER GRILLE TBD PRIMED CEDAR 21"x 35" 41/2" PAINT EXT. N/A 3,8/A-222 EE11 BEDROOM 3 ATTIC/ABOVE VERTICAL MUNTINS 18 MASTER BATHROOM 11 11 it II I1 11 II I1 TO ALIGN SKYLIGHT SCHEDULE VELUX-VS 101 IMPACT GLASS / DECK MOUNTED- INCLUDE VELUX EDL STEP FLASHING ALUMINUM CLAD 20 BATHROOM 3 MANUAL VENTING COMPATIBLE W/THIS UNIT. BRONZE U-FACTOR.50 SHGC.29 21 9/16"x 27 1/2" N/A PAINT INT. LOW E2/ARGON FILLED 4,9/A-222 4 �/ STD.INSECT SCREEN 21 w iD CD 2i F1IMILY ROOM II II II II II it II II J N NOTES: 1. G.C.TO BRING PELLA REIP.TO JOB LOCATION TO REVIEW EXISTINGPELLA UNITS&CONFIRM PROPOSED PELLA DOORS&WINDOWS. ]LIE Ij 111E 2. REVIEW SCHEDULE IN CONJUNCTION W/ELEVATION DRAWINGS: 1/A-201,2/A-202&1/A-203. 3. OPERATION IS DESCRIBEED FROM EXTERIOR VIEW. GC TO CONFIRM SWING. \ 4. INCL. EXTENDED FRAME((JAMB&HEAD).CONFIRM JAMB DEPTH C EXISTING 2 x 6 WALL CONSTRL \ 5. COMPLIANCE WITH N.Y.W.RESIDENTIAL CODE R 301.2.1.2:GENERAL CONTRACTOR SHALL PRE-CUT WOOD STRUCTURAL PANELS FOR EACH GLAZED OPENING. ALL PANELS SHALL BE PRE4DRILLED FOR 2-1/2"#6 OR#8 SCREWS SPACED ACCORDING TOTABLE R 301.2.1.2 3 LITES 3'-0"FIXED S-0"ACTIVE V-0"FIXED 01 VARIES 10 CARUSO - FITZGER/ALD RESIDENCE: MAIN HOUSE EXTERIOR DOOR SCHEDULE 9'-0" FRAME KEY LOCATION DESCRIPTION!TYPE MANUFACTURER/MODEL NO. MATERIAL FRAV.FME t71M. JAMB FINISH GLAZING/U-FACTOR SILL SET SCREEN DOOR DETAIL (� TYPED TYPE E-5/4"THK. SCREEN DOOR HARDWARE 1/2"= 1'-0" (W x H) PAIR-NEW ENGLAND 03/12/09• NpED DOB SUBMISSIOSION SCREEN DOOR 02/23/09-ISSUED FOR DOB COMPANY-"SEAL REVIEW IN-SVNING FRENCH DOOR ENTRY PELLA-ARCHITECT SERIES 3686 PRIMED PINE LOW-E IN PAINT BY SULATNG GLASS VENT- W/SIIDELIGHT5& 63/4" HARBOR"OR SWOP 1,4,5/ 12/5/OS•DOS SUBMISSION 1 VESTIBULE- W/(2)1886 CUSTOM TRANSOMS EXTERIOR& 72"x 102" ARGON FILLED 1 &1A "WIDE STILE TRANSOM V.I.F. CONTRACTOR BLACK FABRICATED A-221 aEvisioros NORTH SEE'TYPE C ON A-220 7/8 INTEGRAL TRAD.GRILLES INTERIOR U FACTOR.32 HARDWOOD TO MATCH.PRIME FOR fy V_® A¢` , PAINT R vdkv " 3-WI[DE IN-SWING FRENCH DOORS PELLA-ARCHITECT SERIES (3) W/3'WIDE STILE TRANSOMS 3686 W/(3)1886 CUSTOM 108"x 102" 11 1 &1A SINGLE a4 2 MIUD ROOM FIXEID/ACTIVE/FIXED TRANSOMS II II Ii it 11 L SEE'TYPE D ON A-220 7/8"INTEGRAL TRAD.GRILLES O' 025�'° �jil INSWING FRENCH DOOR PELLA-ARCHITECT SERIES 3686 1,2,5/ 3 KITCHEN W/WIIDE STILE TRANSOM CUSTOM TRANSOMS 11 36"x 102" 11 11 11 11 2&2A 11 �y OF A-221 SEE'TYPE A ON A-220 7/8"INTEGRAL TRAD.GRILLES PROJECT INSWING FRENCH DOUBLE DOOR PELLA-ARCHITECT SERIES 6086 PAIR 1,3,5/ 4 DINING ROOM W/WIDE STILE TRANSOM CUSTOM TRANSOMS (1 60"x 102" 11 11 11 11 3&3A I) A-221 CARUSO-FITZGERALD SEE'TYPE B ON A-220 7/8" INTEGRAL TRAD.GRILLES RESIDENCE IN-SWING FRENCH DOOR ENTRY PELLA-ARCHITECT SERIES 3686 PRIMED PINE 1,4,5/ W/SIIDELIGHTS& 2&2A Il 495 PADDOCK WAY 5 VESTIBULE- WIDE STILE TRANSOM W/(2)1886 CUSTOM TRANSOMS EXTERIOR& 72"x 102" 11 f I 11 it A-221 MATTITUCK, NY 11952 SOUTH SEE'TYPE C ON A-220 7/8"INTEGRAL TRAD.GRILLES INTERIOR INSWING FRENCH DOUBLE DOOR PELLA-ARCHITECT SERIES 6086 PRIMED PINE 6 HALL W/WIDE STILE TRANSOM CUSTOM TRANSOMS EXTERIOR& 60"x 102" 11 11 11 11 3&3A PAIR A 22/SEE'TYPE B ON A-220 7/8" INTEGRAL TRAD.GRILLES INTERIOR DATE 02/12/09 INSVWING FRENCH DOOR PELLA-ARCHITECT SERIES 3686 1,2,5/ SCALE 7 GAME ROOM W/WIDE STILE TRANSOM CUSTOM TRANSOMS Il 36"x 102" 11 11 11 11 2&2A 11 A_221 1/2"=V-0" SEE'TYPE A ON A-220 7/80 INTEGRAL TRAD.GRILLES DWG WINDOW& NOTES: EXTERIOR DOOR 1. G.C.TO BRING REP.TO,JOB LOCATION TO REVIEW EXISTING UNITS&CONFIRM PROPOSED DOORS&WINDOWS. SCHEDULE 2. REVIEW SCHEDULE IN CONJUNCTION W/ELEVATION DRAWINGS: 1/A-201,2/A-202&1/A-203. 3. OPERATION IS DESCRIBED FROM EXTERIOR VIEW. GC TO CONFIRM SWING. 4. CONFIRM JAMB DEPTH (P EXISTING 2 x 6 WALL CONSTRUCTION 5. NEW DOOR TYPES ARE(INTENDED TO INSTALL UNDER EXISTING ROUGH OPENING HEIGHT. ® 2 0 6. HARDWARE SETS:SEE FINISH HARDWARE SPECIFICATION 7. COMPLIANCE WITH N.Y.S5.RESIDENTIAL CODE R 301.2.1.2:GENERAL CONTRACTOR SHALL PRE-CUT WOOD STRUCTURAL PANELS FOR EACH GLAZED OPENING. ALL PANELS SHALL BE PRE=-DRILLED FOR 2-1/2"#6 OR#8 SCREWS SPACED ACCORDING TOTABLE R 301.2.1.2 m FINK&PLATT ARCMIECTS LLC 2009 1 3 FINK & PLATT 30 30 A R C HI T E C T S 347 W 36TH ST 1202 NEW YORK NY 10018 TEL 212 631 0675 FAX 212 695 3056 FINKANDPLATT.COM ANASTOS ENGINEERING ASSOCIATES STRUCTURAL ENGINEER I I 240 WEST 35TH STREET NEW YORK,NY 10001 TEL (212)714-0993 FAX(212)714-0997 LNPC/L.NAOUM P.E.,P.C. MEP ENGINEER 330 WEST 38TH STREET NEW YORK,NY 10018 TEL (212)714-0094 FAX(212)714-0089 __________________________ Fj ____—_—__-._____--_________ &-41/8" 3'-41/8" 3'-2" 3'-1 3/4" 7774 -------------------------- i ---------------—-------- 1' ZD 1 ot T f) f) I ry I 2 , 302 ------ - ---------------- ------------- ------------- -' f� I 1 DN _ _ 12R @ 7 3/4"& y - 4"SPHERE SHALLL NOT 11 T @ 9 3/8" PASS THROUGH o BALUSTERS T I ________________ _4c---------fL I e f� f) I ____________________________ f, I f)I f)� I KY � I , i •• _____________ ----------UP — 18A 0 71/4& 17T @ 10" I ,�STAIR PLAN: FIRST TO SECOND FLOOR ol 7'-0" 1 3 w-a:; 30 1 A302 F t � 7 y I I ` AMENDED DOB SUBMISOi fI O I 02 123/09-ISSUED FOR DOB REVIEW I I 12 16 108-DOB SUBMISSION -----�-- -�--------- - - - ----^------ --------- �) - --i- REVISIONS Vdc� 4"SPHERE SHALLL NOT PASS THROUGH -------- I BALUSTERS 0 2 5 Z3,�0, i j F ®�� ' fJ _________________________ I j2 PROJECT r' I I � 302 J � f, --------------------r CARUSO-FITZGERALD - - - - _� - - - - - - - - - - - - - - - - ._ -. _.- - - - -- - RESIDENCE uP ' I t 12R @ 7 3/4"& 11T 9 3/8" 495 PADDOCK WAY MATTITUCK, NY 11952 I I I j I I PARTITIONS ABOVE DATE I ! I I 02/12/09 SCALE I i I 3/4" V-0" I DWG STAIR PLANS ------------------------------- i ii - 1 STAIR PLAN:BASEMENT TO FIRST FLOOR 0 FI W&PLATT ARCHITECTS LLC2W9 20'-10"V.I.F. EXIST.2ND FLOOR FIN.CEILING I 1 I 1 FINK & PLATT 2 ! 1 3 l i 2 -30 CL -30 CL -30 i A R C H I T E C T S TRUOTU E S RUCTiJ E I I 1 347 W 36TH ST 1202 SLOPED CEILING YORK NY 10018 ' I TEL 212 631 0675 I I I ' FAX 212 695 3056 FINKANDPLATT.COM I I I I I I I I I I _ 1 I I I I 1 I I I I 1 I I 1 I I I I I -- 1 ANASTOSENGINEERING AS 5/4 SOLID CASING. _� S RUOCTURAL ENGINEER I ' ' � I � GWB PRIME&PAINT.TYP � l i PAINT FIN. I I I I I I 240 WEST 35TH STREET I I I I 4X4 POST IN i 1 1 I 714-0993 4X4 POST IN ' ' I NEW YORK,NY 10001, WALL TEL (212) WALL FAX 714-0997 I I I I I I I I I 1 1 I I I I I I I I I I I i i i i LNPC/L.NAOUM P.E.,P.C. 1 I MEP ENGINEER 330 WEST 38TH STREET I 1 I I 1 1 I I NEW&EXISTING GWB I YORK 4- 10018 � � � � � ' TEL (212)7140094 0 DORMER SLOPED I i FAX(212)714-0089 I 1 I 1 I I CEILING&CURVED I , WALL TO CLEANLY INTERSECT. PROVIDE ' ! i FIBERGLASS MESH TO I ' SUPPORT SKIM COAT ' 1 ' PREP. I ' l i FLAT CURVED I CURVEED WALL ' I FLAT WALL 13'-10"'V.I.F. i i I ------ SILL @ EXIST.WI�U�W ' ' I ' " SILL @ EXIST.,WINDOW _ SOLID MAPLE HAND RAIL, —� --I- ROUND 1 3/4 DIAM. I I I CLEAR FIN, I I I I I I I I l 4"SPHERE SHALLL NOT PASS THROUGH I I 1 I I BALUSTERS CURVED WALL SOLID MAPLE 1 1/4" I 1 I I ROUND TAPERED ' ' I BALUSTERS. CLEAR FIN. I ' co ' t 21/2"BALUSTER WHERE RAILING TURNS I l i 5/4 OAK NOSING t l I I I 3/4"THK.OAK FIN,FLR. V-4 1/8" ! 10'-10" V.I.F. i ------- ----------------------------'-- ' ----------------- - - - - - - - - - - - - --------------------------- ------ t 1 -------- - EXIST.2ND FIN.FLOOR® -- - - - - - - - - - - - ------------------------- '- ' I I � I 3'-3 3/4" 3-2X10 LVL 3'-41/8" 2-2X10 I I I I 1--'� - - - - -------- - --------- -- I � ----------- - 3'-31/2" I ' - ----------- -- -I- ------ TYPICAL DOOR CASING I 7'-0" 0 STAIR HALL OPENING. I ; 10 I PAINT FIN. i I 418 4"SPHERE SHALLL I I 1 I NOT PASS THROUGH FACE BALUSTERS . 1 1 I STRINGER.PAINT FIN. I 1 TYP. I I I I 1 ! 30 30 I i 21/2"BALUSTER WHERE ' GWB PRIME&PAINT.TYP RAILING TURNS I I I I t I I I I I 2X12 CARRIAGES I I 1 I I I I I I --------------------------- I I I ' ' 10 ' I I I ' ' I STEEL RAILING SUPPORT. i 413 MTD.TO BLOCKING. SOLID WOOD WEDGES& I BLOCKING TO SECURE -----"------------------- PAINT FIN. i TREADS&RISERS.TYP. I I -------------------------- --- I I , 1 I I � GWB PRIME&PAINT 3/4 o I I ' I � m 10 2-2X10 ! GWB PRIME&PAINT.TYP I i o 413 ° SOLID 5/4 OAK TREADS W/ i I ` , ----__ ►►►��[[[ INTEGRAL NOSING& I HEAVY CV rr APPLIED NOSING AT i BRACKETS TO ANCHOR OPEN SIDE.CLEAR FIN. � , ( TYP , , , STRINGERS TO HEADERS. I TYP. I I 2X12>_CARRIAGES _ ----- I 1X SOLID WD.RISER i ' SOLID WOOD WEDGES& __ ____ , PAINT. FIN.TYP ; , _____ ; I BLOCKING TO SECURE TREADS&RISERS.TYP. I I I � STACKED 3/4"PLYWD. t rr ( I ; PLATES TO SET UP WALL `. I I CURVE.TYP I 1------- i I i \` ` , 03/12109-AMENDED DOB SUBMISSION 02/23/09-ISSUED FOR DOB IEW L-------- i I GWB PRIME&PAINT.TYP 2 OB E/5/OB-D SUBMISSION CURVIED WALL " I CURVED WALL IL --- + -- - - ---- - 116 TFN.FLOOR® -------------------------r ` �` `I REVISIONSCu ---- - II ------------ --- - --- ------------ EXIST.TS I „. i i IN 2-2X10 4_ I_ �— 3-2X6 ----- i � I I � I I r------ ---- --- 2 2 i tp < ---^ ( ®— 5/4 STINGERS TO CARRY TREADS&RISERS i i i I V _-__-- 5-2X10GIRDER i I I I I `��` I I O 1 1 I ------------------ `\ � I ' \ \ I I I------ PROJECTSOLID SOUTHERN 3"DIAM.STL. ------------------------ YELLOW PINE HAND RAIL,POST ROUND 1 1/2"DIAM. , I I ' ' I CLEAR FIN. i CARUSO-FITZGERALD WALL BRACKET: __! � RESIDENCE STAMPED STEEL(GALVANIZED) i ` JULIUS BLUM NO.1622. ( I PROVIDE BLOCKING IN WALL. I,` 495 PADDOCK WAY --------------`-------- MATTITUCK, NY 11952 I ' ------------ I ° 4— 2-2X6 I 02/12/09 E SOLID SOUTHERN YELLOW SCALE I ' ' I PINE 5/4 TREADS W/INTEGRAL t 4X4 POST IN —� , _____^ I I 3/4"=1 0" ' NOSING&APPLIED NOSING AT � I I OPEN SIDE.CLEAR FIN.TYP. 4X4 POST VNALL ; i i `.` i i I i DWG STAIR SECTION/1X SOLID PINE.RISER ' i I CLEAR FIN.TYP I ELEVATIONS , , ♦—6/4 STINGER'S TO CARRY 4X4 POST IN TREADS&RISERS WALL I I I II 1 PATCH SLAB 0 AREA .. ;•- q i i i -7'-10"V.I.F. _ , , OF WORK D •; n.o I 1 L EXIST BASEMENT I v a c y -I STRUCTURE I --1 r— -----I I ---_---I I I I 0 � CONC CONC.FNDTN.FOR L FNDTN.FOR STAIRS&PLATFORMS. 1 STAIRS&PLATFORMSSEE STRUCTURAL STRUCTURE DETAILS:10-11/S5 ---- L-- ---- ----------------- -------L----------------------- L——————J I L__--J L------ --- -------------- --------------- 1 STAIR SECTION: LOOKING EAST STAIR SECTION: LOOKING NORTH STAIR SECTION: LOOKING WEST 3/4 1 0 3/4• = 1 0 0 FlNK 8 PLATf ARCtN7ECT9 LLC 2009 FINK & PLATT A R C H I T E C T S 347 W 36TH ST 1202 NEW YORK NY 10018 TEL 212 631 0675 FAX 212 695 3056 FINKANDPLATT.COM I EXISTING OR PROPOSED CEILING I i SEE REFLECTED CEILING PLANS 1 LAYER 5/8"GYP.BD,ON ANASTOS ENGINEERING EXISTING OR PROPOSED CEILING EXISTING OR PROPOSED CEILING 2x6x STUDS STAGGERED TO NOT ADD 1 LAYER 5/8"GYP.BD. @ ASSOCIATES (SEE REFLECTED CEILING PLANS) (SEE REFLECTED CEILING PLANS) ALIGN W/EXISTING 2x4 STUDS BEDROOM 1 SOUTH WALL STRUCTURAL ENGINEER 1 I EXISTING OR INFILL 2x4 PARTITION i n 240 WEST 35TH STREET TAPE&SPACKLE ALL JOINTS, TAPE&SPACKLE ALL JOINTS, GYP.BD.REMOVED FOR PIPE ROUTING CONTINUOUS NEW YORK,NY 10001 CAULK PERIMETER.TYP. CAULK PERIMETER.TYP. ACOUST-I-BLOCK TEL (212)714-0993 3/4"PLYWOOD BLOCKING BARRIER 0 BEDROOM 1 FAX(212)714-0997 GAME ROOM NORTH WALL. ' SOUTH WALL COORDINATE W/AV 1 LAYER 5/8"GYP.BD.EA.SIDE 1 LAYER 5/8"GYP.BD.EA.SIDE I STUDS 24"O.C. STUDS 24"O.C. 3"&5" S.A.FB INSULATION I LNPC/L.NAOUM P.E.,P.C. (USE WATER RESISTANT BD. (USE WATER RESISTANT BD. 6 3/4" . . MEP ENGINEER AT BATHROOMS,LAUNDRY&KITCHEN) 4 3/4' 1 AT BATHROOMS,LAUNDRY&KITCHEN) 5/8" 3 1/2" 5/8" 5/8' 5 1/2" 5/8" 330 WEST 38TH STREET NOTE: NEW YORK,NY 10018 NOTE:WATERPROOF CEMENT BOARD WATERPROOF CEMENT BD.BACKER FURR-OUT-ACOUSTICAL TEL (212)714-0094 BACKER FOR WALL TILE FINISH FOR WALL TILE FINISH 3A SEE STRUCTURAL DRAWINGS 3&4/S-0 FAX(212)714-0089 5/8"WATER RESISTANT BD.ON 2x6 STUDS —{ ' 1 3"S.A.F.B.INSULATION FOR PARTITION TYPE 5"S.A.F.B.INSULATION FOR PARTITION TYPE® NOTE:WATERPROOF CEMENT BD.BACKER 5/8" 1/2 = „ FOR WALL TILE FINISH r— — i AIRSPACE VARIES SOLID WOOD BASEBOARD i SOLID WOOD BASEBOARD r (SEE PROPOSED PLANS) SEE INTERIOR ELEVATIONS I ' SEE INTERIOR ELEVATIONS 3"S.A.F.B.INSULATION I I 1 I � I SEALANT TYP. SEALANT TYP. i SOLID WOOD BASEBOARD I i (SEE FINISH PLANS&SCHEDULE) EXISTING OR PROPOSED FLOOR FINISH ' ' EXISTING OR PROPOSED FLOOR FINISH ' ' ' SEE FLOOR PLANS ; ; SEE FLOOR PLANS SEALANT TYP. I I z f EXISTING FLOOR FINISH (SEE FINISH PLANS&SCHEDULE) 1 2x4 INTERIOR PARTITION 2 2x6 INTERIOR PARTITION �� FURR-OUT-PLUMBING 1A 2x4 INTERIOR PARTITION W/INSULATION 2A 2x6 INTERIOR PARTITION W/INSULATION EXISTING OR PROPOSED CEILING (SEE REFLECTED CEILING PLANS) 4118" 5 3/8"x 1 1/2"HORIZONTAL STRAPPING TO SUPPORT INSULATION 3"S.A.F.B.INSULATION FOR PARTITION TYPE O4 5"S.A.F.B.INSULATION FOR PARTITION TYPE® 61/8" 5/8" 51/2" 5/8"GYP.BD.ON WD.STUDS , — 24"O.C. I I I 1/2" FLA.OPNG. lo SOLID WOOD BASEBOARD ; DUCT SHAFT (SEE FINISH PLANS&SCHEDULE) SEALANT TYP. I I EXISTING OR PROPOSED FLOOR FINISH ' (SEE FINISH PLANS&SCHEDULE) 4 2x4 SHAFT PARTITION 03/12/09-AMENDED DOB SUBMISSION 02/23/09-ISSUED FOR DOB 2x6 SHAFT PARTITION REVIEW 4A 12/5/08-DOB SUBMISSION REVISIONS �g ` �\ VG'( —, OT ' O i NE PROJECT CARUSO-FITZGERALD RESIDENCE 495 PADDOCK WAY MATTITUCK, NY 11952 DATE 02/12/09 SCALE 3"=1'-0" DWG WALL TYPES J- A-411 0 RW&PIATT ARCHITECTS LLC 2W9 FINK & PLATT A R C H I T E C T S ROOF ASSEMBLIES NOTE: 347 W 36TH ST 1202 NEW YORK NY 10018 ALL MATERIALS AND INSTALLATIONS TO CONFORM TEL 212 631 0675 WITH RESIDENTIAL CODE OF NEW YORK STATE: •R901 -904 i ; FAX 212 695 3056 GATE •R 905.2-ASPHALT SHINGLES i F I N K A N D P L AT T.CO M 4,I0„ , I I SELF CLOSING&SELF LATCHING BLUESTONE PAVER STEPPING STONE ,31111 PAINTED WOOD GATE&POSTS W/ 4"x 20"x 36" 1 ) I ( i ASPHALT SHINGLES, COPPER CAPS,PAINT FIN.,SECURELY 1 LAYER OF UNDERLAYMENT,INCLUDE CONNECTED TO CHAIN LINK FENCE. I 48"HIGH CHAINLINK FENCE WITH ICE BARRIER UNDERLAYMENT WHERE SHOWN, ; ANASTOS ENGINEERING GATE SHALL BE EQUIPPED WITH CHILD MAXIMUM 2 1/4"SO OPENINGS, PROOF LOCK,STAINLESS STEEL I 3/4"PLYWOOD DECKING& COPPER(ASTM ASSOCIATES HARDWARE,TYP.AS PER NYS CODE. i CONCEALED WITHIN HEDGE B370,16 OZ.PER SF)FLASHING , STRUCTURAL ENGINEER 240 WEST 35TH STREET I NEW YORK,NY 10001 TEL (212)714-0993 FAX(212)714-0997 I f - - - - - ------- ------- - - - - - - - - - -- - - - - - - - �- - -- - - -- - -- - - - -- - -- -- - - - - - - -- -- - - LNPC/L.NAOUMP.E.,P.C. MEP ENGINEER ! � I PLUMBING VENT O NEW WORK,NY 10018 I i 330 WEST 38TH STREET TEL (212)714-0094 FAX(212)714-0089 PAVER 6214. ' I 01 I 10'-0"TREE PIT ` PROPOSED TREE BY OTHERS ' L I OUTDOOR SHOWER ENCLOSURE I I I W/UNFINISHED CEDAR POSTS, GATES,HORIZONTAL SUPPORTS;, I �� BENCH, &1 X 6 VERTICAL BOARD I , ICE BARRIER UNDERLAYMENT TYP. ' ' I WHERE SHOWN. INSTALL W/CORROSION RESISTANT ' 4 I - - FASTENERS PER NYS CODE R 905.2.7.2 WATERPROOF SHOWER --- RECEPTACLE-SEE PLUMBING ' DRAWING'S I W/CEDAR DECKING,SLATTED 'I TO DRAIN O ' I T-O" N N I I POOL HOUSE ROOF PLAN OUTDOOR EXISTING POOL 4 1/4"= 1'-0" ' I ABOVE p3 1 SHOWER cO ' 39 40 ' i PH2 (2)2x6 STUDS®OPENINGS I 2°'x 12"x 24"13LUETOIv tAVERs POOL SAFETY REQUIREMENTS i i N 2x6 STUD WALL 16"O.C. .. BLUESTONE PAVERS ON 2 LEVELING SAND A 2"CRUSHED STONE,TYP. 12'-0" � P13 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF r THE NEW YORK STATE CODE,RULES AND REGULATIONS ' PAR TITLE 19)PARTS 1220-1227 PERTAINING TO POOL SAFETY& , CHANGING PART 1228 PERTAINING TO POOL ALARMS&TEMPORARY ENCLOSURES i AREA - v ZD p - oC ;; 2"x 12"x 24 BLUESTONE PAVERS , I BLUESTONE EST03 E PAVER STEPPING STONE _z - - - P1 IITIT BLUESTONE PAVERS ON 2" POOL CONTRACTOR NOTES P12 MUDSET SELF CLOSING&SELF LATCHING I PAINTED WOOD GATE&POSTS W/ w CONTACT:DOUG REINHARDT CELL(631)371-6317 COPPER CAPS,PAINT FIN.,SECURELY RON GIBBONS POOLS(613)581-8258 ' CONNECTED TO CHAIN LINK FENCE. __ - ' GATE SHALL SE EQUIPPED WITH CHILD P11 �' 6 BY GENERAL CONTRACTOR: I PROOF LOCK,STAINLESS STEEL _ LAUNDRY iv PH2 p 2 I HARDWARE,TYP.AS PER NYS CODE.SIC C) 1. COORDINATE ALL WORK WITH POOL CONTRACTOR. ' D_I W' FENCED AREA PROPOSED cn w - FOR POOL 2.PROVIDE UTILITIES TO REQUIRED LOCATIONS. •?S 3/4" 4'•8 ' 2. " POOL HOUSE " 2 _ 3 PROVIDE CONCRETE SLABS FOR POOL EQUIPMENT. x�Q O I BEN H EQUIPMENT I _ I �-T O � -E3-' N m PH2 `} O d 4 r u7 4.TRENCH AND FILL FOR POOL PIPING. , a ni 2 PH2 = AG P'H2 UNFINISHED CEDAR 5.PROVIDE ELECTRICAL WIRING AND CONNECTIONS. I " T.' - POSTS,GATES, HORIZONTAL 6.PROVIDE AND INSTALL PATIO(MINUS COPING). 49'HIGH CHAINLINK FENCE WITH SUPPORTS &1 X 6 i MAXIMUM 21 4"SO OPENINGS, - VERTICAL BOARDS -. BY POOL CONTRACTOR: CONGEALED WITHIN HEDGE TOILET P10 N i 1.REMOVE ALL EXISTING EQUIPMENT AND PIPING NOT REQUIRED FOR PROPOSED INSTALLS. L 2.INSTALL ALL APPROVED POOL EQUIPMENT AND PIPING. ' F.O. ' I POOLHOUSE NOTES: - 3.PROVIDE AND INSTALL POOL COPING. - - -- - cc o O r I 1. SEE SITE PLANz P2 5 ` z � AND COORDINATE ALL SITEWORK WITH POOLHOUSE PLANS M PANTRY PH2 ! 2. SEE PLUMBING DRAWINGS&PLUMBING FIXTURES!FITTINGS RUN PIPE FROM TREES,VEGETATION &SOD NOTES SCHEDULE RWLSTO FITTINGS - ----- -------- -------i G COORDINATE ROUGH PLUMBING&FIXTURES REF DW i i t PROPOSED ;�.� <. , W/WALL LAYOUTS AND FIELD DIMENSIONS. • - DRYWELL- SEE SITE PLAN 2"x 12"x 24"BLUESTONE PAVERS BLUESTONE PAVERS ON 2"LEVELING SAN 1. TREES SHOWN ARE EXISTING AT APPROXIMATE LOCATION I I 3.SEE TILE!STONE SCHEDULE N r -&2"CRUSHED STONE,TYP. " �.-� ETATION IMPACTED BY PROPOSED WORK SHALL BE , FLOOR SADDLES COUNTERTOPS.FOR LOO TILE SA ES& I _.:.::;-,;_,,,:,•;_;. _ :,... 2.TREES&VEG O CAREFULLY TRANSPLANTED AT OWNER/ARCHITECTS DIRECTION. i 4.SEE ELECTRICAL PLANS I FOR ELEC&TELlDATA OUTLETS AND COORDINATE EXACT 51/2" STUD � 5 1/2"STUD ' 3.LAY SOD AT ALL LAWN REPAIR LOCATIONS. ( LOCATIONS OF ALL DEVICES W/ARCHITECT IN FIELD. 3 i I ( 5.SEE LIGHTING PLANS PH2 FOR LIGHT FIXTURE TYPES&LOCATIONS AND COORDINATE EXACT 13'-4" STUD TO STUD `I BLUESTONE COPING I LOCATION OF ALL FIXTURES W/ARCHITECT IN FIELD. I s.SEE WINDOW&DOOR SCHEDULE POOL HOUSE FRAMING PLAN 03/12J09-AMENDED ' FOR WINDOWS&DOORS. 3 DOB SUBMISSION �--� - --- - � - - - - - --- - � 2"x 24"x 48" 1/4"= 1'-0" 02123/09•ISSUED FOR DOB BLUESTONE PAVERS ON 2"LEVELING SAND ; 7. ACCESSORIES REVIEW BLUESTONE PAVER ; &2"CRUSHED STONE I ALL ACCESSORIES TO BE SUPPLIED BY OWNER,INSTALLED 12/5/08•DOB SUBMISSION STEPPING STONES � � I BY CONTRACTOR. o 1 1 4"x 20' x 36" I FI - REVISIONS 8.SEE NET FOR PANTRY CABINETS ULE L I 9.LAYOUTS v �I�J� V CJ` SELF CLOSING&SELF LATCHING ' --- REVIEW ALL LAYOUTS WITH ARCHITECT IN FIELD PRIOR TO PAINTED WOOD GATES&POSTS / i I `�� CONSTRUCTION. cc COPPER CAPS,PAINT FIN.,SECU LY .' �� I ,TI CONNECTED TO CHAIN LINK FEN ' ' f � I � 2x10 JOIST® 16"O.C.TYP. � w GATE SHALL BE EQUIPPED WITH ILD PROOF LOCK,STAINLESS STEEL HARDWARE,TYP.AS PER NYS lC E i �� I i �p�0 0252:OF ® 4"CONCRE E SLAB W/ i 1 W 2.9 x W 2.9 MESH OVER I ' ' I I 6 MIL POLYETHELENE ' 48"HIGH CHAINLINK FENCE WITfH I fr ' I VAPOR BARRIER ON MAXIMUM 21/4"SQ OPENINGS,', , �� CONCEALED WITHIN HEDGE COMPACTED SOIL CRAWL I o 1 3 CARUSO-FITZGERALD PROPOSED TREE BY OTHERS , ' ' SPACE 1 z 1 z RESIDENCE I.: 1 _ O o r Q ' - --- -- -- - - - - - -- - - - ------ - - - - - - - - -- -- -- - - -- - - - - - O C3�- " -t- � 0 495 PADDOCK WAY I.. 2x10 JOIST 16 O.C.TYP. , 1 1 z o� MATTITUCK, NY 11952 ' � 1 cli O cli LEGEND 5"SLAB ON GRADE DATE 1 REINFORCED W/ 2/E /09 ' 5" UPPER FOUND TION WALL #5 012'EACH WAY ' 8" LOWER FOUNDATION WALL SCALE 1/4"=V-0" POOL PAVER PLANFOOTING TYP. 1/4-1= 1 0 nwG 1PROPOSED WALL&DOOR POOL PAVER& 0 POOL HOUSE PLANS 2x10 JOIST @ 16"O.C.TYP. LU -----�--• PROPOSED CONCRETE FOUNDATION ' FOUNDATI N VET POOL SAFETY REQUIREMENTS: '- -------- ---------------- 1. FOOL FENCING,GATES, HARDWARE&DOOR ALARMS DIMENSIONING NOTES: TO(COMPLY WITH NYCRR TITLE 19 PARTS 1220-1227 1. DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE NOTED. 2. FOOL ALARM TO COMPLY WITH TITLE 19 NY CODES, RULES&REGULATIONS SECTION 1228.2(c)(1-5) 13'4"FOUNDATION WALL H 1 14'-8"FOOTING ol 3. Tf EMPORARY ENCLOSURES TO COMPLY WITH SECTION 1228.4(c-e) 2 POOL HOUSE FOUNDATION PLAN 0 RW 8 PLATr ARCHTECTS LLC 200D FINK & PLATT A R C H I T E C T S 347 W 36TH ST 1202 NEW YORK NY 10018 TEL 212 631 0675 FAX 212 695 3056 FINKANDPLATT.COM ASPHALT SHINGLES, 1 LAYER OF UNDERLAYMENT,INCLUDE ICE BARRIER UNDERLAYMENT WHERE SHOWN, ANASTOS ENGINEERING 3/4"PLYWOOD DECKING& COPPER(ASTM ASSOCIATES B370,16 OZ.PER SF)FLASHING TO MATCH 21'-6" STRUCTURAL ENGINEER MAIN HOUSE ABOVE GRADE® 240 WEST 35TH STREET NOTE: NEW YORK,NY 10001 HEIGHT CONFORMS W/ TEL (212)714-0993 22'-O"MAXIMUM AS PER FAX(212)714-0997 ZONING 280-15 B LNPC/L.NAOUM P.E.,P.C. MEP ENGINEER 330 WEST 38TH STREET NEW YORK,NY 10018 TEL (212)714-0094 FAX(212)714-0089 - P8 I P3 PLUMBING VENT CEDAR BATTEN DOOR AT LOFT,PAINT FIN. -------------- T ------------- " --------------------------__________ 10'-101/4" 6 COPPER HALF ROUND — ATTIC DECK GUTTERS&SMOOTH RAIN --- --------------- ------- - - - - WATER LEADERS W/ALL ----------------------------- ACCESSORIES,TYP. Pi P1 P1 1 4 P6 P7 P5 P2 P3 l / )\• CEDAR SHINGLES / \ TYP. P1 CEDAR TRIM PAINT FIN.TYP. a 0,0„ — ------------------------------------------------------ FIN.FLOOR 1 x 6 CENTER MATCH T&G CEDAR PAINT FIN.AT NICHE,TYP. GALVANIZED LAUNDRY EXHAUST VENT CAP �C SOUTH ELEVATION WEST ELEVATION NORTH EOLEVATfION 2 1 SST EL11 EVATION 3 1/4"= V-0" T 1/4"= 14-0,1 2x6 RAFTERS @ 16"O.C. 1x6 T&G DECKING ROOF ASSEMBLY: ASPHALT SHINGLES W/COPPER(ASTM B370,16 2x6 TIES OZ.PER SF)FLASHING, EACH RAFTER 1 LAYER OF UNDERLAYMENT,INCLUDE ICE BARRIER UNDERLAYMENT WHERE SHOWN, lx6 T.&G.PINE @ - - OVER 3/4"PLYWOOD DECKING CEILING,UNFINISHE 2x6 RAFTERS. ou R-30 BATT INSULATION 10-10" BETWEEN RAFTERS, 21'-6" NOTE' — — — — _ TOP OF PLATE — — ou ABOVE GRADE HEI Hl C NFORMS W/22'-0"MAXIMUM AS PER ZONING 280-15 B 2x RIDGE NAILER 2x RIDGE NAILER 6"COPPER HALF ROUND GUTTERS SMOOTH RAIN WATER LEADERS W/ PINE�WALLS, & 1x6 PRIMED &G. ALL ACCESSORIES,TYP. ° 2x6 RAFTERS 16"O.C. 2x6 RAFTERS @ 16"O.C. PAINT FIN. FLAT 1x4 SOLID WD. CASING @ 2x6 TIES @ EACH RAFTER 12" 1x6 T&G DECKING POOLHOUSE PAINT FIN.ROUT NOTCH IN T. MATCH ------�x D &G. ACCEPT MAIN HOUSE 2x6 TIES @ EACH RAFTER lx6CASINNG(2)2x6 PLATES I PAI T.& .PINE N PAINT FIN. I 2x6 STUD WALL 2x6 STUDS @ 16"O.C. (2)2x8 HEADERS(TYP) i 2x6 PLATE SEE EXTERIOR DOOR I 5/4 PINE BASEBOARD &WINDOW I PAINT FIN. RAFTER TAILS SCHEDULES I Lc LINE OF FLOORTILE FIN. I 10'-0" T.O.PIr4TE�—— — I SUBFLOROD 03/12/09-AMENDED 8'-6" C:) DOB SUBMISSION T.O.PLATE — I n O'-O° O REVIEW E ISSUED FOR DOB FIN.FLOOR 12/5/OB•DOB SUBMISSION 1 x 6 CENTER MATCH T&G 8'-0" PINE,UNFINISHED AT OPENING 1 x 6 CENTER MATCH T&G PINE,UNFINISHED AT REVISIONS CEILING,TYP. CEILING,TYP. 1/2"DIAM..A.BOLTS 1/ O.C. .MILLWORK D A ❑� 1 x 6 CENTER MATCH T&G M-15 TOWEL STORAGE CABINET, WALL ASSEMBLY: 200 JOIST @ 16"O.C. Q �� PINE,PAINT FIN.AT PAINT FIN. CEDAR SHINGLES ON 15LB FELT JR I I INTERIOR WALLS,TYP. 1 x 6 CENTER MATCH T&G ON 6/8"PLYWOOD SHEATHING v / SEE APPLIANCE,CABINET,&PLUMBING 1 x 6 CENTER MATCH T&G CEDAR I' PINE,PAINT FIN.AT ,PAINT FIN.AT NICHE,TYP. INTERIOR WALLS,TYP. SUPPORTED ON 2x6 FRAMING W/ 2x4 PLATE •\ FIXTURES/FITTINGS SCHEDULES � - 13 12 N 1 x 6 PINE BASEBOARD, POLYETHELENE INSULATION W/ " fOLYETHELENE VAPOR BARRIER BCi BC2 / BC21 /� I T.O.CONCRETE — TYP. ti . 025 3 0'0" _ _ _ - � p FIN.FLOOR I„ TILE FLOOR ADHERED '—` ®� 4g- a W/THINSETON 8 0 WATERPROOF ° 7 ° MEMBRANE OVER 3/4 0 PLYWOOD SUBFLOOR I a SEE PLAN FOR TILE TYPE&LAYOUT o I I 21' T CARUSO-FITZGERALD .,'.. : •. — CRAWL SPA10E� - BLUESTONE PAVERS a RESIDENCE e L 0. 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ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, NOR BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE 'WITH APPLICABLE CODES G'I"&PLATT ARCHITECTS LLC 2009 INK & PLAT A R C HI T E C T S 347 W 36TH ST 1202 NEW YORK NY 10018 TEL 212 631 0675 FAX 212 695 3056 FINKANDPLATT.COM ANASTOS ENGINEERING ASSOCIATES STRUCTURAL ENGINEER 240 WEST 35TH STREET NEW YORK,NY 10001 TEL (212)714-0993 FAX(212)714-0997 EXIST DECK ABOVE LNPC/L.NAOUM P.E.,P.C. MEP ENGINEER 330 WEST 38TH STREET NEW YORK,NY 10018 TEL (212)714-0094 FAX(212)714-0089 i W_ EXIST DECK ABOVE =) —EXIST DECK ABOVE 3cno NEW 1'-6" FTG ALL AROUND o CURVED STUD WALL SEE I .� SECT. 10/S-5 CD Lu Z Lw ¢ STUD WALL SEE NOTE "E", z 3 z � I. 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SNPNAC& PERGOLA FOUNDATION F13 B �� SEE S_1 C w " SLAB EDGE FDN SLAB EDGE FDN " A ssIoNP PROJECT PAD FOOTING FOR z� PAD FOOTING FOR STEPS STEPS CARUSO-FITZGERALD '--�- o RESIDENCE w PAD FOOTING FOR MATIITUCK PADDOCK WAY STEPS BASEMENT PLAN DATE SCALE: 4" = 1'-0" 02 / 12 / 09 A SCALE LEGEND & NOTES: P1�� SOF NEW Y I� AS SHo1NN INDICATES EXISTING TIMBER FLOOR FRAMING OR FLITCH BEAM �. ��P DWG ' s i a 1 - BASEMENT PLAN INDICATES NEW TIMBER FLOOR FRAMING & REINFORCING . c� w PROBE EXISTING WNDOW HEAD TO DETERMINE EXISTING LINTEL CONDITION, ENGINEER TO REVIEW EXISTING F A] LINTEL CONDITIONS. IF LINTEL IS INADEQUATE, REPLACE LINTEL WITfH NEW 2-202 LINTEL B] SEE ARCH. DWGS. FOR FOUNDATION VENTS IN NEW OR EXISTING (WALLS •r�r►'yy NEW CURVED STUD BRIG WALL ® STAIRS 2x4 STUDS ® 12"o.c. WI1TH 2x4 BLOCKING ® 4'-0" VERTICAL SPACING WALL BEARS ON CURB IN BSMT BELOW & EXTENDS UP ABOVE 2NJD FLOOR smo 0 FINK d PLATT ARCHITECTS LLC 2009 INK & PLAT A R C H I T E C T S 347 W 36TH ST 1202 NEW YORK NY 10018 TEL 212 631 0675 FAX 212 695 3056 • NEW STEPS FINKANDPLATT.COM 9 NEW 8" CONC FOOTING s-5 ® BOT OF STEPS �� ANASTOS ENGINEERING ASSOCIATES s STRUCTURAL ENGINEER I_.... 03L\ 240 WEST 35TH STREET NEW YORK,NY 10001 TEL 212)714-0993 . ...........f ... ............. L:..., FAX(212)714-0997 I LNPC/L.NAOUM P.E.,P.C. EXIST DECK MEP ENGINEER ........................ -....: . 330 WEST 38TH STREET NEW YORK,NY 10018 TEL D )714-0094 FAX(212)714 0089 i i NEW 2-24 POST WINDOWS FOR LINTEL CL z � o NEW x TEL 03 5 OVER WINDOW SEE NOTE"A" FOR 3 m SEE NOTE "A" FOR ........... . 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FTG S-5 CARUISO-FITZGERALD RESIDENCE FOR STEPS 495 PADDOCK WAY MATTITUCK, NY 11952 FOUNDATION & FIRST FLOOR FRAMING PLAN SCALE: 4" = 1"-0" LEGEND & NOTES: DATE 02 / 12 / os — — INDICATES EXISTING TIMBER FLOOR FRAMINIG OR FLITCH BEAM SCALE INDICATES NEW TIMBER FLOOR FRAMING &; REINFORCING AS SHOWN DWG PROBE EXISTING WNDOW HEAD TO DETERMIINE EXISTING LINTEL CONDITION. ENGINEER TO REVIEW EXISTING a LINTEL CONDITIONS. IF LINTEL IS INADEQUATE, REPLACE LINTEL WITH NEW 2-2x12 LINTEL & NEW 4x6 POST EACH SIDE %�P�E��`V�Y�� A FIRST FLOOR v FRAMING PLAN F—B -K w F—cl NEW STUD WALL WITH OPNGS USE 2x6 STfUDS ® 16" o.c. 4 _ I �' • FD SHORE EXISTING 2ND FLOOR & ROOF FRAMING TO INSTALL NEW WALL & LINTELS, TYP FILL WALL �o �� " ROwESS�C�P`,��s® NEW CURVED STUD BRG WALL ® STAIRS 2x4 STUDS ® 12 o.c. WITH 2x4 BLOCKING ® 4-0 VERTICAL SPACING � �a Ifl WALL BEARS ON CURB IN BSMT BELOW &, EXTENDS UP ABOVE 2ND FLOOR FF] EXISTING JOISTS AROUND NEW FLOOR OPNIG. SHORE CUT & CONNECT TO NEW FRAMING USING JOIST HANGERS 0 FINK&PLATT ARCHITECTS LLC 2009 INK & PLAT 2x6016"o.c. R C H I T E C T S PLATFORM 347 W 36TH ST 1202 FRAMING NEW YORK NY 10018 TEL 212 631 0675 FAX 212 695 3056 J FINKANDPLATT.COM E z ANASTOS ENGINEERING 200 ASSOCIATES STRUCTURAL ENGINEER ................................................: ......._. __..__.... . 240 WEST 35TH STREET NEW YORK,NY 10001 NEW STEPS TEL (212)714-0993 & PLATFORM FAX(212)714-0997 LNPC I L.NAOUM P.E.,P.C. MEP ENGINEER 330 WEST 38TH STREET NEW YORK,NY 10018 TEL (212)714-0094 DN. FAX(212)714.0089 NEW CURVED STUD BRG WALL 0 STAIRS 2x4 STUDS 0 12"o.c. WITH 20 BLOCKING 0 4'-0" VERTICAL SPACING WALL BEARS ON CURB IN BSMT BELOW & EXTENDS UP ABOVE 2ND FLOOR PART PLAN @ NEW STAIR PLATFORM BTWN 1 ST & 2ND FLOORS SCALE: 4" = is-off i i I , I i i I FOR NEW STUD WALL CONSTRUCTION BELOW' SEE DWG S-1 016" EN 0 FLOOR LEVEL - . 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WITH 2x4 BLOCKING 0 4'-0" VERTICAL SPACING WALL BEARS ON PLATFORM BELOW & EXTENDS IUP ABOVE 2ND FLOOR S =2 0 FINK&PLATT ARCHITECTS LLC 2009 INK & PLAT A R C H I T E C T S 347 W 36TH ST 1202 NEW YORK NY 10018 EL 212 631 0675 FAX 212 695 3056 FINKANDPLATT.COM ANASTOS ENGINEERING ASSOCIATES STRUCTURAL ENGINEER 240 WEST 35TH STREET NEW YORK NY 10001 TEL (212)714-0993 FAX 212 714-0997 I t f E LNPC I L.NAOUM P.E.,P.C. MEP ENGINEER 330 WEST 38TH STREET NEW YORK,NY 10018 TEL (212)714-0094 f FAX(212)714-0089 E i I fi t t NEW RAFTER SISTERED ON TO EXISTING NEW RAFTERS TO MATCH EXISTING RAFTERS RAFTERS TO MATCH EXISTING RAFTERS NEW 2x8 HEADERS NEW 2x8 HEADERS EXIST RAFTER ; _._......._..... .. ..._.._. ..____...__... _._.... E��`. EXIST RAFT R EXISTING RAFTERS SHORE, CUT & EXISTING RAFTERS SHORE, CUT & EXIST' RAFTER SHORE, CUT & CONNECT 'CONECT 0 TO NEW HEADERS WITH JOIST HGRS, CT TO NEW HEADER WITH CONECT TO NEW HEADERWITH f " JOIST HANGER - JOIST HANGER NEW SKYLIGHT OPNO NEW•SKYLIGHT OPNG I T P WIDEN `IX S OPNG CONNECT 2x6 HEADER , WITH NEW., FRAMING EXISTING CLG JOISTS. WITH JOIST HANGER VERIFY IN FIELD NEW 2-2x8 HEADER EXIST RAFTER)/SHORE CUT & CONNECT NEW 2x10.,,RAFTERS (TYP.) B �_ O CONNECT TO DOUBLE COORDINATE DUCT OPNO TO NEW,HRADERS WITH JOIST HGRS ANDACCESS REQMT'S O O O— — — RAFTERS WITH JOIST HGRS WITH"ARCH AND MEP DWGS / B NEW 2x10 RAFTERS (TYP.) — — — — NEW 2-2x8 ® / OPNG HEAD I� I 9 /\ A \ / NEW 2-2x8 ® OPNG HEAD I ( I A O O /\ 9 WIDEN EXIST OPNG I — —"" — — — — WITH NEW FRAMING s—a NEW 2-2x8 HEADER 8 miiij 6— ,� _ _ CONNECTOTO DOUBLE . ,RAFTERS WITH JOIST ` g , HGRS EXISTING ATTIC FRAMING CONNECT 2x6 HEADER WITH JOIST HANGER EXISTING COLLAR TIES / NEW 2-2x8 ® OPNG HEAD 2x8®16" o.c. 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IN LINE WITH ROOF RAFTERS, PROJECT CONNECT TO ROOF RAFTERS 2-2x6 I I CARUSO-FITZGERALD \ / I RESIDENCE COORDINATE DUCT OPNG to ROOF FRAMING PLAN AND ACCESS REQMT'S CN / \ N SCALE: 4" = 1'-0" WITH ARCH AND MEP DWGS i I 495 PADDOCK WAY — — 2-2x6 — —— MATTITUCK, NY 11952 LEGEND & NOTES: NDICATES EXISTING TIMBER FLOOR FRAMING OR FLITCH-1 BEAM PART PLAN @ NEW ATTIC SPACE DATE INDICATES NEW TIMBER FLOOR FRAMING & REINFORCIMG F 0 R A C 3 02 / 12 / 09 LE ALL NEW JOIST CONNECTIONS TO BE JOIST HANGER CONNECTIONS (REFER SECTIONS) SCALE: 1" = 1'-0" a ASASH 4 e A -�•-��,.�o As sI1oWN aEXIST. COLLAR TIES TO REMAIN o KP,�C� �✓r� D,Mc c� FBI NEW HORIZ 2x8 BRACES FOR 2-2x8 HEAD MEMBER : ' ''�y ROOF FRAMING PLAN "' w CPESStO rvn v q q'4 ® S =3 0 FINK 8 PLATT ARCHITECTS LLC 2009 FINK & PLAT A R C H I T E C T S 347 W 36TH ST 1202 NEW YORK NY 10018 EXISTING 2x6 I TEL 212 631 0675 NEW STUD WALL UP FAX 212 695 3056 %'x14" STEEL FLITCH Its 4 I FINKANDPLATT.COM s-4 STUDS ®16" o.c.NEW 2x10 JOISTS OVER I —EXT. FINISH & 2nd FLOOR 2x4 STUDS OVERLAP 2nd FLOOR 2nd FLOOR ADDITION SHEATING EXISTING OR 'NEW 2x4s a 16" o.c. WITH EXISTING JOISTS 3/4» PLYWOOD 3 „ I ANASTOS ENGINEERING 3/4" PLYWOOD NEW 2x p /4 PLYWOOD I ASSOCIATES �L STRUCTURAL ENGINEER I I I 240 WEST 35TH STREET EXISTING 2x4 TOP It I I O O NEW YORK,NY 10001 I I ` 11 0 O I FAX(212)714-0997 TO REMAIN I I I I TEL (212)714-0993 NEW 2x6 TOP Iti i II I I i i o 6-16d NAILS LNPC/L.NAOUM P.E.,P.C. MEP ENGINEER I 200 JOISTS NEW 2x6 STUDS ® 16" O.C. 1/2" SPACE DO NOT BEAR I 330 WEST 38TH STREET 7 " NEW JOISTS ON THESE EXIST 2x10 JOISTS 2x1 O JOISTS @16" o.c. NEW YORK,NY 10018 /g THRU BOLTS ® 32 o.c. BEAR NEW 2x10 JOISTS OVER EXISTING STUDS I TEL((212)77 4-009 J089 OIST HANGER STUD WALL ADJACENT TO BEDROOM 3 FAXI EXISTING 2x EXISTING 2x6 I GIRDER 3-2x14 LVL S-4 2x8 BLOCKING BTWN STUDS STUDS @16" o.c. 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OF CEILING \ o STUDS ®16" O.C. /4 --EXIST POST TO BE REMOVED 4-16d NAILS NEW 2x6 j NEW 46 WOOD POST (TYP) NEW 3--2x12 LINTEL EXISTING COLLAR TIES (SHORE EXISTING ROOF REMOVE 2 ® WEST SIDE SEE PLAN) & WALL STUDS TO MOVE TIES AFTER INSTALLING CEILING MEMBERS INSTALL NEW LINTEL) NEW 2x6 � — - - - - - - - - - - - - - - - - - - - - - - - - - - - - � NEW OPNG TO L - -- -- -- -- - - -- - - - - - - -- - - -- - - - - -- - 'I f-- MUDROOM _S E C T 10 N 6 SECTION 6A S E C T I O,N SECTION» $ - S E C T I O N 8 - DOB SUBMISSION DED S-4 SCALE: 1 =1 —0 S-4 SCALE: 1 =1 -0 S-4 ' " ' " 02/23/09-ISSUED FOR DOB SCALE: 1"=1'-0" s-4 SCALE. 1 —1 0 SCALE: /2 =1 —0 S-4 REVIEW 12/5/08-DOB SUBMISSION REVISIONS 1 ROOF SLOPE OTHER WALL Nl.,� EXIST. RAFTERS ® 16" o.c. MEMBER + 20 Its TOP & B 2x8 HOR BRACING ® ENDS NEW 2x6 JOISTS NEW OR EXIST 2x4 OF NEW OR EXTEND OPNG @ STAGGERED WALL STUDS 0 16" o.c. PROJECT 1 st FLOOR NEW JOIST HANGER 3 �3/4" PLYWOOD 2-2x8 HEAD JOIST OVERLAP CARUSO-FITZGERALD NEW JOIST HANGER S4 RESIDENCE NEW 2-2x8 HEADER CONNECT TO J NEW 2x It 2nd FLOOR 495 PADDOCK WAY ADJACENT RAFTERS WITH JOIST 3 HGRS /4 PLYWOOD MATTITUCK, NY 11952 I EXIST It DATE REMOVE RAFTERS 10 02 12 / os DOOR OPNG SCALE AS SHOVIIN REMOVE STUD WALIL EXTENSION EXIST 2x10 JOIST EXIST 2x10 JOIST DING ABOVE FLOOR ��► 9 NEW 200 JOIST EXISTING 2-2x1 O GIRDER EVISTING 2-202 GIRDER �pps� r NEW `�°�,� SECTIONS 2nd FLOOR 3/4"� BOLTS ®24" o.c. NEW 2-2x10 REPALCE EXIST BOLTS WITH NEEW 2-2x12 LVL ry`5 '4ss��fy� NEW LONGER BOLTS OF �. SAME DIAMETER AS EXISTING. r r*' w f low EXIST STUD WALL ESS SECTION 9 SECTION 10 SECTION 11 0 =4 SCALE: 1/2"=1'—O'" S-4 SCALE: 1"=1'—O" S-4 SCALE: 1"=1'—O" S-4 ©FINK 8 PLATT ARCHITECTS LLC 2009 INK & PLAT ^� A R C H I T E C T S 347 W 36TH ST 1202 NEW YORK NY 10018 TEL 212 631 0675 FAX 212 695 3056 FINKANDPLATT.COM NEW 6x4 POST U1P IN WALL EXISTINGx EXISTING 2x6 ANASTOS ENGINEERING ASSSTUDS @16" O.C. STUDS 016" O.C. STRUCTURALOENGINEER NEW 4x6 POSTS 240 WEST 35TH STREET NEW YORK,NY 10001 NEW 2x4 R. 1 st FLOOR TEL (212)714-0993 JOISTS OVERLAP 1 st FLOOR 2nd FLOOR 2nd FLOOR FAX(212)714-0997 2x6 R ---__ NEW 2x6 NEW 2x6 LNPC 1 L.NAOUM P.E.,P.C. I I MEP ENGINEER EXTEND NEW POST ON TOP OF GIRDER NEW YORK,NY OOR$ET I I TEL� FAX(2112))714-0094 714 0089 N NEW 2x6 � � NEW 2x6 EXIST 2x10 JOIST- EXIST 2x10 JOIST o SHORE EXISTING JOISTS AS o SHORE EXISTING JOISTS AS 3/4"� THRIJ BOLTS 2®8" o.c. NEW 3-2x10 LVL GIRDER o REQ'D. TO INSTALL NEW LINTELS o REQ'D. TO INSTALL NEW UNDER RUBOSTS & 32" o.c. 3/4 "THRU BOLTS cx NEW 2x6 STUDS �x STUD WALL INFILL NEW 2x6 STUDS ELSE WHERE (2®8 o.c. UNDER POSTS, v ® 16" o.c. N ® 16" o.c. ® 24" o.c. ELSE WHERE) EXISTING 3-200 GIRDER NEW 2x6 NEW 2-2x10 GIRDER MEMBERS NEW 2-2x10 LINTELS__< (TYP.) NEW 2x6 SECTION 1 SECTION 2 GLASS DOOR co SECTION 4 0 SCALE: 1"=1'-O" S_5 SCALE: 1"=1'-O" S-5 ~ SCALE: 1"=1'-O" S-5 SECTION r3 � SCALE: 1"=1'-0" PLYWOOD 9- 3/4" PLYWOOD 2x6 STUDS ® 116 o.c. i 2x6 STUDS ® 16" o.c. i EXISTING 1ST FLOOR FRAMING EXIST WALL & R FINISH FINISH 1/2"0 ANCHOR BOLTS @ 32" o.c. 1/2"0 ANCHOR BOLTS ® 32" o.c. MODIFY TOP OF WALL AS NEW1 FRAMING NEW O.S. STEPS, SEE ARCH RQD TO SUIT NEW FRAMING i 2x6 PRESSURE TREATED Rs 2x6 PRESSURE TREATED Rs CL II ii ii I1 1 3/4" i i o 1 3/4" i i 35" MIN. _= II / II II II 3/4"� HILTI EPDXI " i I R I i II II " BOLTS @4'-0" o.c. w 2x12 016 o.c. I w 2x12 ®16 O.C. I i 2x10 016 o.c. ,I it NEW 2x10 ® 16 o.c. 2x10 BLOCKING _ o a o �I • NEW 2x PRESSURE iU BTWN JOISTS ---� =V1 2x PRESSURE TREATED R _= 3 2x PRESSURE TREATED It == TREATED R m S 3" 5" 3" 5" O.S. GRADE 3/4"0 HILTI EPDXY \-NEW CRAWLSPACE w w a� CRAWLSPACE 8" WALL a= CRAWLSPACE 8" WALL BOLTS @4'-0" D.C. NEW 3x10 PRESSURE TREATED J LEDGER WITH 3/4"0 HILTI EPDXY �- [EXISTING FDN 3 3 N- • �N ® o EXISTING BOLTS ® 32" o.c. _ #5®1.2" #5®12" d CRAWLSPACE[ (WALL & FTG � c, ;� ft NEW CRAWLSPACE-/ 3" SLAB 3" SLAB 3" SLAB 6x6/W2.9xW2.9 � > � o z z 6x6/W2.9xW2.9 EXISTING FDN WALL ^ 1 VERIFY IN FIELD #5®12" A n ° ' a • J ° ^ n° , ^ • ^ ^a . ^ X{� X�=-X ". X M X ." X-��X ^X C-) o o u NEW CONT WAILL ' i I > FOOTING 3-#5 M - 3-#5 M R M #4024" 2'-O" FTG. #4®24" 2'-0" FTG. g" 3-#5 -SECTION 5 SECTION s SECTION SECTION r8 SECTION 9 DOBSUBMISSIONDED SCALE: 1/2"=1'-0" s-5 SCALE: 1/2"=1'-O" s-5 SCALE: 1/2"=1'-O" s-5 SCALE: 1/2"=1'-O" s-s SCALE: 1/" 1'-0" _ s-� 2 02/23/09-ISSUED FOR DOB REVIEW 12/5/08-DOB SUBMISSION REVISIONS NEW MUD ROOM EXIST. STUD WALL TO BE REMOVED 200 %" PLYWOOD '3" MIN. PROJECT I CARUSO-FITZGERALD EXIST. 200 @ 16"o.c. NEW 2x12 ®16" o.c. RESIDENCE NEW 2x PRESSURE U 495 PADDOCK WAY m TREATED It MATTITUCK, NY 11952 % — 3/4"0 HILTI EPDXY ��NEW CRAWLSPACE u 2x4 CURVED STUD WALL BOLTS ®4'-O" o.c. N 3"O STD PIPE1 I EXISTING [EXISTING FDN %"0 ANCHOR BOLT @32" o.c. I I DATE CRAWLSPACE 1WALL & FTG V 2x4 It PRESSURE I I 2-1/20 EXP BOLTS R 02 / 12 / 09 TREATED 3/16 I ( ®7"o.c. 3" SLAB 6x6/W2.9xW2.9 SCALE EXISTING SLAB ON GRADE, I I EXISTING SLAB ON GRADE, Z R i REMOVE & REPLACE AS RQD. B. R 1/2x6x10 I I REMOVE & REPLACE AS RQD. , ,�, As sHowN co I I TO INSTALL FTG. I `' ^ ^° ^ X{ " A DWG �— I• X�r�{ X—�X X SCF NEW y `��f SECTIONS A" I I N. `II> ^ , Q►P,��' #4®12" 11 11 '� �► 1 ts3 w d► 00 00 11 11 2-#4 E.W. _ M u u � 4 2-#4 • • _ � ti C9 w 1'-4" FTG. NEW 1'-6"x1'6" FTG _SECTION 10 SECTION 11 SECTION 12 SCALE: 1/2"=1'-O" s-5 SCALE: 1/2"=1'-0" s-5 SCALE: 1/2"=1'-0" S-5 0 FINK&PLATT ARCHITECTS LLC 2009 INK & PLAT A R C H I T E C T S STRUCTURAL NOTES: DESIGN LOADS 347 W 36TH ST 1202 GENERAL: NEW YORK NY 10018 1. DESIGN LOADS SHALL CONFORM TO THE FOLLOWING: TEL 212 631 0675 1. WORK SHALL COMPLY WITH THE REQUIREMENTS OF NEW YORK STATE RESIDENTIAL BUILDING CODE 2007 ED. SECTION R301 FAX 212 695 3056 THE N.Y.S. RESIDENTIAL BUILDING CODE, LATEST AN WALL CONSTRUCTION SI/ASCE 7-02 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER WALL CONSTRUCTION FI N KA N D P LATT.C 0 M EDITION, STRUCTURES.* 2. WORK THESE DRAWINGS W/ITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS, TABLE R602.3(1) ANASTOS ENGINEERING AS WELL AS THE SPECIFICATIONS. 2. DEAD LOAD: FASTENER SCHEDULE FOR STRUCTURAL MEMBERS TABLE R602.3(1)--continued ASSOCIATES FASTENER SCHEDULE FOR STRUCTURAL MEMBERS STRUCTURAL ENGINEER SEE ARCH. / STRUCT. DWGS FOR BUILDING CONSTRUCTION NUMBER AND TYPE SPACING OF FASTENERS 240 WEST 35TH STREET DESCRIPTION IOF BUILDING ELEMENTS OF FASTENER°,h•`•tl SPACING OF FASTENERS DESCRIPTION OF BUILDING EXISTING CONDITIONS NEW YORK,NY 10001 MATERIALS DESCRIPTION OF FASTENER Edges(inches)1 Intermediate supports`°(inches) TEL (212)714-0993 3. LIVE LOAD' Joist to sill or girder,toe nail 3-8d - 1. IT SHALL BE THE RES>PONSIBILITY OF THE - - Wood structural panels,subfloor,roof and wall sheathing to framing,and particleboard wall sheathing to framing FAX(212)714-0997 CONTRACTOR TO MEASUREALL REQUIRED FIELD - TYP. FLOOR LOAD 40 PSF 1"x 6"subfloor or less to each joistt,face nail 2-8d - 2 staples, 1'/ 5 � t 6d common nail(subfloor,wall) DIMENSIONS AND TO VIERIFY ALL EXISTING - BED ROOMS 30 PSF /I6 -/z' 8d common nail(roof)r 6 12� - STAIRS 30 PSF 2"subfloor to joist or girder,blind sand face nail 2-16d LNPE/ WEER M P.E.,P.C. CONDITIONS THAT ARE SHOWN ON THE DRAWINGS. _.__ 19 �• MEP ENGINEER SHOULD ANY OF THE COINDITIONS PROVE TO BE /32 -1" 8d common nail 6 12e - GARAGE 50 PSF Sole late to gist or blocking, nail 16d ]6"o.c. NOT AS SHOWN ON THE DRAWINGS, THE ENGINEER 11/8"-11/4' 1 Od common nail or 8d deformed nail 6 12 330 WEST 38TH STREET SHALL BE IMMEDIATELY' INFORMED BEFORE - MIN. ROOF LIVE LOAD 20 PSF To or sole late to stud,end nail 2-]6d - NEW YORK,NY 10018 PROCEEDING WITH ANY OF 'THE WORK. - DECK / PORCH 40 PSF Stud to sole late,toe nail 3-8d or 2-16d - other wall sheathtng" TEL (212) 0094 FAX(212)714-14-0089 - GUARDRAILS & HANDRAILS 200 LB$ Double studs '/2"regular cellulosic fiberboard 1'/,"galvanized roofing nail 6d common nail staple ,face nail 1 Od 24"o.c. 3 6 2 THE FOLLOWING SEQUENCE OF WORK SHALL BE Double to plates,face nail 10d 24"o.c. sheathing 16 ga., 1'/,long FOLLOWED: 1/2"structural cellulosic fiberboard 11/2"galvanized roofing nail 8d common nail staple 3 6 4. SNOW LOAD: Sole late to joist or blockingat braaced wall panels 3-16d 16"o.c. sheathing 16 ga., l /2 long A. THE CONTRACTOR SHALL PROVIDE 20 PSF Double to plates,minimum 24-inc:h offset of end joints,face nail in 2s " 3 p p � 8-16d ___ /sz structural cellulosic 1�/4'galvanized roofing nail 8d common nail staple NECESSARY DEMOLITION WORK, AS NECESSARY - GROUND SNOW LOAD 3 6 TO (REVEAL THE EXISTING STRUCTURE (FLOOR lapped area fiberboard sheathing 16 ga., 13/along FRAMING AND WALLS) WHICH EFFECTS THE NEW DRIFT AND UNBALANCED LOADS AS PER NEW YORK STATE BUILDING Blocking between joists or rafters tco top plate,toe nail 3-8d - 1 1 I/2"galvanized roofing nail;6d common nail;staple /2 gypsum sheathing 4 g WORK. CODE. Rim joist to top plate,toe nail 8d 6"o.c, galvanized, 11/2 long; I V,screws,Type W or S Top plates,laps at corners and intetrsections,face nail 2-10d - 5/8"gypsum sheathing V/4"galvanized roofing nail;8d common nail;staple 4 8 B. THE ENGINEER AND CONTRACTOR SHALL 5. WIND LOAD: Built-up header,two pieces with I/ "s spacer 16d 16"o.c,along each edge galvanized, ] /8"long; 1 /"screws,Type W or S REVIEW THE EXPOSED STRUCTURE AND Wood structural panels,combination subfloor underlayment to framing DETERMINE IF ANY CHANGES NEED TO BE MADE " " Continued header,two pieces 16d 16"o.c.aloe each edge TO 'THE NEW STRUCTURE AND DETAILS AS A - EXPOSURE D1/4"and less 6d deformed nail or 8d common nail 6 12 RESULT OF THE CONIDITIONS AND DIMENSIONS - BASIC WIND SPEED 120 MPH Ceiling joists to late,toe nail 3-8d - - MEAN ROOF HT. 20 FT. Continuous header to stud,toe nail 4-8d _ s 8d common nail or 8d deformed nail 6 12 OF THE EXISTING FRAWING. - ADJUSTMENT. COEF. PER TABLE R301.2(3) 1.55 11/8"-I1/4' 10d common nail or 8d deformed nail 6 12 Ceilingjoist,laps over partitions,face nail 3-10d - C. ALL FIELD DIMEMSIONS SHALL BE TAKEN COMP. & CLAD. ADJUSTED LOAD FROM TABLE R301.2(2) PRESSURE SUCTION Ceiling joist to parallel rafters,face!nail 3-10d - For SI: 1 inch=25.4 mm, 1 foot=304.8 mm,1 mile per hour=1.609 km/h. BY THE CONTRACTOR FOR THE NEW FRAMING. - DESIGN ROOF INTERIOR ZONE 1 36.74 PSF -40.15 PSF a. All nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing connections shall have minimum aver- Rafter to late,toe nail 2-16d - age bending yield strengths as shown:80 ksi(551 MPa)for shank diameter of 0.192 inch(20d common nail),90 ksi(620 MPa)for shank diameters larger than I - DESIGN ROOF END ZONE 2 36.74 PSF -46.97 PSF 0.142 inch but not larger than 0.177 inch,and 100 ksi(689 MPa)for shank diameters of 0.142 inch or less. CAST IN PLACE CONCRETE - DESIGN ROOF CORNER ZONE 3 36.74 PSF -46.97 PSF I"brace to each stud and plate,facee nail 2-8d - b. Staples are 16 gage wire and have a minimum'/16 inch on diameter crown width. - DESIGN WALL INTERIOR ZONE 4 40.15 PSF -43.56 PSF 2 staples, 1 /,' - c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater 1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF - DESIGN WALL END ZONE 5 40.15 PSF -53.79 PSF d. Four-foot-by-8-foot or 4-foot-by-9-foot panels shall be applied 1,ertically. THE LATEST ACI BUILDING CODE, ACI 318, PLUS I"x 6"sheathing to each bearing,fface nail 2 staples, 1°/;' - e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). f. For regions having basic wind speed of 110 mph or greater,8d deformed nails shall be used for attaching plywood and wood structural panel roof sheathing to frarm- THE ACI "SPECIFICATIOINS FOR STRUCTURAL 2-8d - ing within minimum 48-inch distance from gable end walls,if mean roof height is more than 25 feet,up to 35 feet maximum. CONCRETE" ACI 301. 6. SEISMIC LOAD: 1"x 8"sheathing to each bearing,fface nail 3 staples, 1'/," - g. For regions having basic wind speed of 100 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inchles on center.When basic wind speed is greater than 100 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for 2. ALL CONCRETE FOR THE FOUNDATION SHALL BE " " 3-8d - minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. STONE CONCRETE WITH A MINIMUM 28 DAY - SITE CLASS D PER FIG. R301.2(2) Wider than 1"x 8"sheathing to eacch bearing,face nail - e - SEISMIC DESIGN CATEGORY "B" PER TABLE R301.2.2.1.1 4 staples, 1 /, h. Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform to either AHA 194.1 or COMPRESSIVE STRENGTH OF 4,000 PSI. ASTM C 208. - SPECTRAL RESPONSE ACCELERATION ® SHORT PERIOD Sds=0.33g MAX. PER FIG. R301.2(2) Built-up corner studs 10d 24"o.c. i. Spacing offasteners on floor sheathing panel edges applies to panel edges supportedby framing inembers and at all floorperimeters only.Spacing offasteners(on 3. ALL REINFORCING STEEL SHALL CONFORM TO ASTM Nail each layer as follows:32"o.c.at roofsheathing panel edges applies to panel edges supported by framing members and at all roof plane perimeters.Blocking of roof or floor sheathing panel edges perpendicular to the framing members shall not be required except at intersection of adjacent roof planes.Floor and roof perimeter shall be supported by framiing A615 GRADE 60. *NOTE: FOR NAILING SCHEDULE SEE 'TIMBER FRAMING' NOTES Built-up girders and beams,2-inch I lumber layers l0d top and bottom and staggered.Two members or solid blocking. nails at ends and at each splice. 4. ALL SLABS SHALL RECEIVE A STEEL TROWELED 2"planks 2-16d At each bearing FINISH. Roof rafters to ridge,valley or hip Crafters: - 5. PROVIDE 3% TO 5% AIR ENTRAINMENT IN ALL CONCRETE toe nail 4-16d NO ADMIXTURE SHALL BE ALLLOWED WITHOUT PRIOR face nail 3-16d APPROVAL OF THE ENGINEER. Rafter ties to rafters,face 3-8d - 6. ALL REQUIREMENTS FOR! BATCHING, MIXING, (continued) FINISHING, CURING ETC. SHALL BE AS PER ACI 301. 7. ALL WELDED WIRE FABRIIC SHALL CONFORM . TO ASTM A-185. STRUCTURAL. STEEL 106 RESIDENTIAL CODE OF NEW YORK STATE RESIDENTIAL CODE OF NEW YORK STATE 107 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS OF 'THE AISC "SPECIFICATIONS FOR STRUCTURAL STEEL FOR BUILDINGS" - 9TH EDITION AND ALL CURERENT SUPPLEMENTS. FASTENER / NAILING SCHEDULE 2. ALL WELDING WORK AND WELDING INSPECTION WORK SHALL CONFORW TO THE AMERICAN WELDING SOCIETY CODE AWS D1.1-94. ALL WELDING WORK - SHALL BE DONE BY' AWS CERTIFIED WELDERS. THE FIELD WELDING; SHALL BE DONE BY THE MANUAL SHIELDED METAL ARC WELDING METHOD. 3 ALL STEEL SHAPES, IPLATES, BARS, RODS, AND FOR PERGOLA COL. CONN. SEE ARCH DWGS. ANCHOR BOLTS, SHALLL CONFORM TO ASTM A992. ALL TUBES TO BE ASTFM A520, GRADE B. 4. ALL BOLTS SHALL BE ASTM A325 BOLTS. PROVIDE A MINIMUM OF TWO BOLTS PER CONNECTION, UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 03112/09-AMENDED DOB SUBMISSION 5. ALL NEW STEEL WITHIN THE BUILDING IS TO BE / 12 02 02/23/09-ISSUED FOR PAINTED WITH TNEMEC Q99 OVER WIRE BRUSHED CONC. PIER DOB REVIEW STEEL AS PER SSPC SP2. 3-#5 1'-on 6" 12/5!OB-DOB SUBMISSION FOR PERGOLA COL. FOR PERGOLA COL. REwsloNs 6. ALL STEEL EXPOSED TO WEATHER IS TO BE PAINTED SEE ARCH DWGS SEE ARCH DWGS WITH TNEMEC PAINT 90-97 ZINC RICH PRIMER & SERIES 73 ENDURA-SHIELD III TOP COAT OVER 6 2-#5 T&B DRILL &GROUT BARS EPDXY DRILL & EPDXY \-BASEMENT COMMERCIAL BLAST CLEAN PER SSPC-SP6 a . � GROUT BARS 4-#5 TIMBER FRAMING #4 ®12"o.c. \-EXIST. � 3MENOMINEE CRAWLSPACE� a 6" 1- 1. ALL TIME3ER FRAMING SHAL CONFORM TO "TIMBER o a M io m CONSTRUCTION MANUAL" OF "THE AMERICAN INSTITUTE 3-#5 DOWELS N o n OF TIMBER CONSTRUCTIOiN. LAST EDITION x 2. ALL NEW WOOD FLOOR JOISTS POSTS AND STUDS #4(cD12" � `" 4-#5 11J 1 PROJECT SHALL BE DOUGLAS FIIR WITH AN ALLOWABLE 4-#5 • • • EXIST BSMT WALL � BENDING STRENGTH OF 11,500 PSI. FRAMING TO EXIST. FOUNDATION WALL -I CARUSO-FITZGERALD BE KILN DRIED TO A (MAXIMUM WATER CONTENT L2'-O" CONC. BM. SUPPORT 8"OF 19%. FOR PERGOLA POST ;-A3-#5 RESIDENCE 3. ENGINEERED LUMBER SHALL BE LVL's AS 16"x16" PIER 2-#5 T&B • 95 PADDOCK WAY MANUFACTURED BY TRUSSS JOIST McMILLAN. 2'-6"x2'-6" MATTITUCK, NY 11952 4. ALL FRAMING TO BE CONNECTED TO EACH OTHER El" WITH STEEL JOISTS HANGERS, UNLESS OTHER WISE 5. FASTENER / NAILING SCHEDULE PER NYS RES. BLDG CODE DATE CHAPTER 6; TABLE R602.3 02 / 12 / 09 'FASTENER SCHEDULE FOR STRUCTURAL MEMBERS' SECTION 1 SECTION r2 SECTION r3 SECTION r4 SECTION r5 SCALE: 1/ LE s-6 SCALE: 1/" 1'-0" s-s SCALE: 1/" 1'-0" s-s 1 " s-s 1 " " s-s AS SH 2 = 2 = 2 = SCALE: /2 =1 -0 SCALE: /y =1 -0 , {Oyyii DWG .>z► � °�� NOTES -- 't > 1 UJI e 2� �I 0 Da O5� /� �OFESS10 I. 6 ��Prlrr•v rb a� 0 FINK&PLATT ARCHITECTS LLC 2009