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29034-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N-Y. CERTIFICATE OF OCCUPANCY No: Z-30411 Date: 09/09/04 THIS CERTIFIES that the building ALTERATIONS/ADDITIONS Location of Property: 95 KIMBERLY LA SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No_ 473889 Section 70 Block 13 Lot 20 .1 Subdivision Filed Map No. Lot No. conforms substantially- to the Application for Building Permit heretofore filed in this office dated DECEMBER 19, 2002 pursuant to which Building Permit No. 29034-Z dated DECEMBER 23, 2002 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to DOUGLAS F_ ROSE, SR (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 2005527 06/07/04 PLUMBERS CERTIFICATION DATED 09/08/04 K&K PLUMBING & HEATING Authorized Signature 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. 29034 Z Date DECEMBER 23 , 2002 Permission is hereby granted to : LORRAINE T ROSE 95 KIMBERLY LANE SOUTHOLD,NY 11971 for ALTERATIONS/A.DDITIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES #25558Z W/ AMENDMENTS AND FLOOD PERMIT at premises located at 95 KIMBERLY LA SOUTHOLD County Tax Map No. 473889 Section 070 Block 0013 Lot No. 020 . 001 pursuant to application dated DECEMBER 19, 2002 and approved by the Building Inspector to expire on JUNE 2-3 2004 _ Fee $ 150 . 00 / 1 � P Au ho nature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 25558 Z Date FEBRUARY 24, 1999 Permission is hereby granted to: LORRAINE T ROSE 95 KIMBERLY LANE SOUTHOLD,NY 11971 for CONSTRUCTION OF AN ADDITION FOR AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT INCLUDES $100 . 00 FLOOD PERMIT. at premises located at 95 KIMBERLY LA SOUTHOLD County Tax Map No. 473889 Section 070 Block 0013 Lot No. 020 . 001 pursuant to application dated FEBRUARY 8 1999 and approved by the Building Inspector. Fee $ 175 . 00 ltthh uIAuorized Signature l J Y./ ORIGINAL Rev. 2/19/98 Form No.6 0 s TOWN OF SOUTHOLD 3 BUILDING DEPARTMENT a _ _ TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form)_ 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statementfromplumber certifying that the solder used in system contains less than 210 of 1%o 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: L 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 lnspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00,Additions to accessory building$25.00, 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 L I Date. A�3 ___ New Construction: Old or Pre-existing Building: (check one) Location of Property: 5 / f yJ j G y Z-4 , l�9_ 4 House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Secti ti _Block Lot 3 _Lot f12c7 Subdivision Filed Map. Lot: Permit No. 0 Date of Permit.. /�Applicant: L( 9&1VC 77 Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate_ Final Certificate: ✓ (check one) Fee Submitted: $ cant Signatut' ® C.MRnLI� r�rJ17171�G.11r7rr7fr I]r7�7�J7J']Lr1717r 101aIBf717 ® .. BY THIS CERTIFICATE OF COMPLIANCE THE ' NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10036 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 D.W.P. CONTRACTORS DOUGLAS SR ROSE 5204 SOUND AVE 95 KIMBERLY LANE RIVERHEAD, NY 11901, SOUTHOLD, NY 11971 Located at 95 KIMBER`Y LANE SOUTHOLD, NY 11971 Application Number: 2005527 Certificate Number: 2005527 5 Section: Block: Lot: Building Permit: BDC: nsll Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: e Basement,First Floor, Second Floor, DOCK, Outside,PorchDeck, v SA visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed u herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 7th Day of June. 2004. Name QTY Rate Ratin¢ Circuit T�Te Miscellaneous includes house alterations and dock power Alarm and Emergency Equipment 5 Sensor 1 0 Carbon Monoxide Sensor 4 0 Smoke Appliances and Accessories Rance 1 0 60 Amps rrru Wiring and Devices Outlet 45 0 Fixture Pole.Post Lighting Standard 5 0 Incandescent Fixture 25 0 Incandescent 5 Fimure 11 0 High Intensity Fixturc 4 0 Flourescent Outlet 57 0 General Purpose Receptacle 20 0 General Purpose Switch 29 0 General Purpose- - seal Dimmers 12 0 Continued on Next Pace 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. LWL L3Pr JrP [J a[P[J@J@J7[RCf[J�rJ�[J�L3PLffi3J'P[PrJ@PLPrrJP[P[J�r�rJ�rJ�cPr�r�[P[P[P[P r PLIM ®n r�rarar�r� r�niar�r�r�n 5 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY rj 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT 5 Upon the application of upon premises owned by D.W.P. CONTRACTORS DOUGLAS SR ROSE 5 5204 SOUND AVE 95 KIMBERLY LANE 5 RIVERHEAD, NY 11901, SOUTHOLD, NY 11971 5 Located at 95 KIMBERLY LANE SOUTHOLD, NY 11971 5 Application Number: 2005527 Certificate Number: 2005527 Section: Block: Lot: Building Permit: BDC: ns11 Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of Rj electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor, Second Floor,DOCK, Outside,Porch Deck, SA visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 7d1 Day of June.2004. Name Q_ Rate Racine Circuit Tlue 5 Paddle Fan 4 0 Receptacle 4 0 GFCI 5 5 5 5 5 5 seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. arr5 o��SUFFOL,��D o� Gyp VJ Town Hall.53095 Main Road O Fax(631)765-9502 P.O.Box 1179 Telephone(631) 765-1802 Sourhold,New York 119?1-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. a�Q�3 L/ Owner: �J� l.l(t2lflQj 4 - iLasC S (Please print) Plumber:?/ �/ 4,l�%L (Please nntj I certify that the solder used in the water supply system contains less than 2;10 of I°o lead. 17 / ;k ' ( c/ (Plumbers Signature) Sworn to before me this day of be L, 20LIV 1, Notary Public. r L County JANREw�Tf tcl�i"iil Notary Pu6YR�d New York N401AV0N35s C i vasok3'7S B at ftftf*County 14CgMMhW0dhpbW 1%z,/QU Q —1' 1. TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET Cl,,g VILLAGE DIST. SUB, LOT 1 9 1 FOR ERRWNE /, N E ACR.. � 1 Ci M ., M6hn:� n}Fr(�ri�s rr nG 5 W TYPE OF BUILDbNG RES. 2� �. SEAS. VL. _ FARM COMM. CB, MICS. Mkt, Value LAND IMP, i�TOTAL DATE REMARKS(� 11 '1 J n r) Z / 7 7/ ' / '5L- S�S �Nc/. V. �iN SriAYr✓i J �/I N .�70- F/,!-, �-V �vv �0 3 a S%J' .kardF� / r7 -T. RI. �� n•sK /e a' a3i I-7 loo 3 IS I 1 r . 7 . T _ Yd �S�.r YYt'!rn X J.�X)!:l�1CO ' '=t= i ". I /ks- L—to lloArr: n� /ff- L io887-a1� 87 MQAry'nq- 'Pose. 95ona 32 512o 3 Tillable FRONTAGE ON WATER r' Woodland FRONTAGE ON ROAD 5 r Meadowland DEPTH House Plot BULKHEAD ? Total-_ -- — •r 'n4 5231- , � ., f COLOR TRIM yJ � I. 2 I' iLa, I x 9 z zj 'I Aj z Bid e K 3,'7 Z70o - - — Extension 143 u l,.,f_ _ 3-2- 3,5u l5I Z F�c ensVA 15(. �CIJ 3,S0 r/o0 � i vu�.JZ 1xzu = '•' SO- 0UBath -2Dinette Foundation �� (°, 1 Porch Basement 1L.,I. Floors K. O a '... Ext Walls Interior Finish S > LR. 1 7-9 5 - J Breezeway zi xll�_� 2�1 - Fire Place ;� Heat �� rj.l DR. Garage zS o Type Roof `; x,131 F Rooms lst Floor (p BR. -Z 1 , 7 SIO Patio , Recreation Room (looms 2nd Floor FIN, B O. B. Dormer Driveway S� Total y�SUrr�"`0 ' ( -DITI T,TERRY I�i= r :� Town Hall. 53095 Mam Road TO-WW CLERK H ;a. r=-1 P.O. Ror 1171 o C:"'.:, cr, > = Southold, Ncx• fork 11'171 L" Fax (5161 76, , -•-IiE:c157nAR OF Vi'I'AI"STATISTICS `+' � (C� � S_I F_3 MARRIAGE OF'FICEn _,/.'��n`TM ���� TcicpLnnc (5161765-1801 RECORI)S MANAGEMENT OFFICER "U! ��j 1 FREEDOM OF INFORMATION OFFICER -� OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS %0,;-,CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLVZOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: i I 1 1 I I .�. RES ED that the Town Board of the Town of Southold hereby adopts two " new forms to be used under the Flood Damage Prevent regulations i of Code of the Town of Southold- "Floodplain Development Permit Ap 'ion" [FDP(93)] , and "Certificate of Compliance for Development in Spe Flood Hazard Area (C/C(93) ] . �- 5 iicrCicr. 1 TOWN OF OF SOJTH0LD Judith T. Terry Southold Town Clerk t August 25, 1993 t s` 1 4{{ i i 1 APPLICATION #_ PAGE 1 of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to 6e filled out in duplicate. SECTION 1: GENERAL PROVISIONS (APPLICANT to read and si¢n): L No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein- 3_ If revoked, all work must cease until permit is re-issued. 4- Development shall not be used or occupied until a Certificate of Compliance is issued- 5- The permit will expire if no work is commenced within six months of issuance. 6_ Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8- I,THE APPLICANT,CERTIFY LST TEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION-ARE,TO BEST OF Y KNOWLEDGE,TRUE AND ACCURATE. (APPLICANTS SIGNATURE) DATE 2 SECTION 2: PROPOSED DEVELOPMENT (To be completed by APPLICAN1l NAME ADDRESS TELEPHONE APPLICANTrTlwtE .ZO$ X100 T x Gc q F. 400LER 287 b ltg[.cv (A H) -7r66-sq fq BUILDER eAA�l�Afa� l�lc.�., a9soe �( 1JI�1�*11',d�€ hllCkSorfL6 �f3S�{!/l ENGINEER TH®NAIAD 1�KI.tTmWSk l Is"9 IN FH(QfJ@ SF d �,Llg (M 42, PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location- Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful- - Rs ki�nr3�c.K (a - �oaNFQ (sal � PIti� uscfL �eQ2. . 1060 - -Io 13 'n-0. I S A WA—M LQ FDP(93) r APPLICATION 1 PAGE ? OF 4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure - XResideutial (1-4 Family) XAddiuon ❑ Residential (More than 4 Family) ❑Alteration ❑ Non-residential (Floodproofmg? ❑ Yes) l ❑ Relocation ❑ Combined Use (Residential & Commercial) c ❑ Demolition ❑ Manufactured (Mobile) Home (In Mann- 0 Replacement factured Home Park? ❑ Yes) i ESTIMATED COST OF PROJECT S a(5 r 000 B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) - ❑ Watercourse Alteration (Including Dredging and Channel Modiflrafi OnS) ❑ Drainage Improvements (Including Culvert Work) ❑ Road,Street or Bridge Construction ❑ Subdivision (New or Expansion) ❑ Individual Water or Sewer System ❑ Other (Please Specify) After completing SECTION Z APPLICANT should submit form to Local Administrator for review- SECTION 3: FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. Dated The Proposed Development: ❑ Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED)- 13 Is located in a Special Flood Hazard Area- FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) ❑ Unavailable ❑The proposed development is located in a floodway, FBFM Panel No. Dated ❑ See Section 4 for additional instructions. SIGNED DATE s APPLICATION # PAGE 3 OF 4 SECTION 4: ADDITIONAL INFORMATION REQUIRED (To be completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed: ❑A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Development plans, drawn to stale,and specifications,including where applicable:details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the first floor,details of floodproofmg of utilities located below the fust Boor and details of euclosures below the fast Boor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 arses,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft- NGVD (MSL). ❑ Floodproofmg protection level (non-residential only) Ft. NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other: SECTION 5: PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A ❑ Is B. ❑ Is not in conformance with provisions of Local Law #_, 19_. The permit is issued subject to the conditions attached to and made part of this permit- SIGNED DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee- if BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. APPLICATION PAGE 4 OF 4 APPEALS: Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: Appeals Board Decision -- Approved? ❑ Yes ❑ No Conditions I SEMON 6: AS-BULLT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issue The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor,including basement(in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, exdudin"iling and columns) is: FT. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofng protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7- COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention- INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION S• CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE BY: i II 1 i Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) i PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: Q NEW BUILDING ❑ EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A, COMPLIANCE IS HEREBY_ CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #_, 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C/C(93) BUILDING PERMIT REVIEW CHECK LIST Rose , . Application Name: Rose ® aU.L47s L6rra-, Architect/Engineer: Date Submitted: 5- �Z SCTM#: District: 1,000 Section: 10 Block: Lot: & Project Subdivisio Locationr: �`� A lf''tgerL� LA'— Name: A�kf3815. 7 Req. Req. Zoning District: [Lotsize: Ac=I 1 [Lot coverage Proposed 1 Req. Req. Req. [Front Yard Proposed:_] [Side Yard Proposed: 7 [Rear Yazd Proposed: Project Description: AGENCY PERMITS Permit REQUIRED FOR REVIEW N.A.. NO YES Number Suffolk County Health Dept. 17n1 New York State D. E. C. I�Dti J�PiSJi�Y ems— �SoLf<I�e1�J Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation ??? Flood Zone: fit- 8 Notes / 6 k� j� 1.obD?t_"e 41vQ[OPn1Atil P rrRR 0 i Albert J. Krupsla,President OSI{FFO(,g`O Town Hall G John Holzapfel, Vice President �� yt 53095 Main Road P.O. Box 1179 Jim King �' = Southold, New York 11971 Martin H.Garrell O Peter Wenzel �'?� Off' Telephone (516) 765-1892 Ol �a Fax(516)765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 5 . 1997 Douglas F. Rose, Sr. 95 Kimberly Lane Southold NY 11971 RE: SCTM #70-13-20.1 Dear Mr. Rose, The following action was taken at the Southold Town Board of Trustees Regular Meeting on May 28, 1997: RESOLVED, that the Southold Town Board of Trustees approved the request for a Waiver to construct an addition, deck and pool as per revised plans dated and received 9/5/97 I€ you have any questions, please feel free to contact our office at 765-1892. Sincerely, Cee 9. _ g. Albert J. Krupski, Jr. President, Board of Trustees AJK/djh cc. Bldg. Dept. Albert J.Krupski President - Town Hall James King,Vice-President `Q$�fFO��'�O 53095 Route 25 Artie Foster P.O.Box 1179 Ken Poliwoda A Southold, New York 11971-0959 Peggy A DickersonWe Z Telephone(631) 765-1892 ip Fax(631) 765-1366 �jol � dao BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: Building Dept. I FROM: Board of Trustees DATE: December 20, 2002 RE: Douglas Rose, Sr. 95 Kimberly Lane, Southold SCTM#70-13-20.1 Please be advised that the Board of Trustees has reviewed the proposed renovation to the dwelling, within the patio, and considers this to be a part of the waiver determination granted on September 5, 1997, therefore no permit is necessary from this office. If you have any questions or need any further information, please don't hesitate to call_ Thank you. M-1802 BUILDING DEPT. i NSPECTION j [ ] OUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION 1 [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REM RKS.- / k 1 DATE INSPECTO M-1802 BUILDING DEPT. Q} r ,[NSPECTION M sf [ ] FOUNDATION IST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION �s < [ ] FRAMING [ ] FINAL FIREPLACE& CHIMNEY REMARKS: !e 9 rr ow 0 DATE INSPECTO 70-18®2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ OUCH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] EE AM",ING [ ] FINAL 0ifWPLACE,4 CHIMNEY REMARKS: �- ry I DATE INSPECTO h - - 765-16112 BUILDING DEPT. INSIPEC 7'10 I FOUNDATION IST i ROUGH PLBG. i 7 FOUNDATtON 2ND j INSULATION] FRAMING FINAL l FIREPLACE & CHIMNEY REMARKS u s / DATE � '. INSPECTOR !i W 765-10®2 BUILDING DEPT. INSPECTION '4 !` [ ] FOUNDATION IST [ ] ROUGH PLBG. F UNDATION 2ND INSULATION E ; [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: C�2G� F C•G° DATE l INSPECTOR 6 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: fes' DATE �� INSPECT yv / 765-1802 BUILDING DEPT. INSPECTION [ I FOUNDATION IST [ ] RO H PLBG- [ I FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLA E & HIMNEY REMARKS: 1 i s DATE INSPECTO 70-1802 BUILDING DEPT. INSPECTION [ ] FO DATION 1 ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ j INSULATION [ FRAMING [ ] FINAL [ j FIREPLACE A HIMNEY I REMARKS: [ DATE 0INSPECT r v 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION i [ ] FRAMING [ FINAL i f [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION i REMARKS: ry � DATE INSPECTOR -DSID.+._ + ��n %OMMENT� ; yg NDATION713 iLQ NDATION (2nd ) IGH FRAME � u, -PLUMBING afa er1 6;r r _ w r SULATION PER N . Y. STATE ENERGY CODE dp� L9 FINAL m Ac o ADDITIONAL COMMENTS-, x PLAN AvnCNDmF,/dT _ -7-49 _ AL1, N RTiv� _CRfw� S r+ eut Aw R eQoW-ef 70 .DIC E �`�aly� � p u H o S N w - lA. Ai+►in, { LAb�Ck s - m ' - x o-` z rn -s� a R z aonuu UV llli^'-IL . . . .. . . . . t FORM NO. 1 3 SETS OF PLANS TOWN OF SOUTHOLD SURVEY . . . . .. . . . . . . . . . . . . . .. . . . BUILDING DEPARTMENT CHECK . . .. . . . . . .. .. . . . . . . . . . . . . { TOWN HALL SEPTIC FORM . . .. .. . . . . . . . . . .. . . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: lr y G CALL 51.67208-2900 __ , ..... . . 7 MAIL. TO; . . . .. . . .. . . . . .. . . . _ Approved'.;--•--Z.�Z�.., 19. ` � Permit No. V4 �5 .�.. PO Box 967 96Uf iOyd,NY 31 971 bisaeprdveda/c .................................. .................................... • --.... ..................... .+ ... ... �- .. .. •ldiug Inspector) PLICATION FOR BUILDING PERMIT Date Feb:. 8 . . .. . . . .. 10?. INSTRUCTIONS 1 a. ibis application must be completely filled in by typewriter or in ink and submitted to the Building Inspector ani 3 sets of plans, acauate plot plan to scale. Fee according to schedule. b. Plot plan shoving location of lot and of buildings an premises, relationship to adjoining premises or public streets or areas, and giving a detailed'description of layout of property must be dram no the diagram which is part of rl IS application. 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 permit sball be.kept on the premises available for inspection throughout the work. e. No building sball be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. . APPLICATION IS HEREBY RUE to the Building Department for the issuance of a Building Permit pursuant to the !building Zone Ordinance of the lbw of Southold, Suffolk Cnmty, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions.or alterations, or for removal or demolition, as herein described. the applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations„ and to admit a tborized inspectors on premises and in building for necessary inspections. ..................................................... (Signature of applicant, or �, if a corporation) PO•Box.yf7•,S,gp,1;hgJLd,..NX..1J.97.1........ (Mailing address of applicant) State wbether applicant is weer, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ..............Q.wnex.............................................................._................................... Name of owner of premises .Douglas.and..Loxraine.•Rose...................................................... (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. N/A ......................................................... (Nave and title of corporate officer) Builders Liam— No. ,25.,372 . HI : Carriage Bill Associates Plumbers License No. .TBa................... Electricians License No. TBI]................ Other Traders License No. .T&A............... 95 Kimberly Lane Southold NY 11971 I. Location of land on which proposed work will be done.......................................i...................... ....................................................................................................................... Pause Number Street Hamlet C unty Max Map No. 1000 Section .7A............ Black ..I3........... Int ..2a,:4--...... Subdivision I?aradise by the Bay__..._„ Filed Map.so.6A P.......... Int ...NA..I...... (Name) 2. State existing use and occupancy of promises and intended use and otxvpanty of proposed umstruction: a. Existing use and occupancy ....Single, Family. Don€.�I?.ng..................................:/ i b. Intended use and ocaupmury ....Single.Fa[nily, Dwell,ing...................... ft9+l3JAV .39MA& th y wolf to woo .-Sldu4 �.t �^- 3. 11NW_Wre!"df work (dwA ublrh applicable)_ [dew Building. _. _ _-,_, Addition __XX.._._ Alteration ......_. Repair..-•..--.... Rural ............. Demolition,............ Other Work ......., .. (Description) 4- Estimated Cost ...... ....._._.. fee ................ (to be paid on filing this application) 1 N/A 5. if dwelling, neer of duelling units ............ limber of dwelling-units on each floor ... .......... G ; If garage, rnmber of cars ..Nf A• . 11 6. If7"iness, commercial or mixed occ pazxy, specify nature and extent of each type of use-N/A................ 7. Dimensions of existing structures, if any: Front..-_79:$------ Rear ••.76 : 5 ` Depth 54: 1 ' i }]eight .... ................ -. Umber of-Stories 2 Dimensions of sae structure with alterations or additions: P`ronit _ 79!5 . .... Rear ....0.._._•- De'tfr ' _ 59............. Height _.z_Z-----------_--. Nudier'of Stories ....2.......... 8. Dimensions of entire new construction: `. Front .__nla........_ Rear .24.7S ' ...._ Depth ... -.- Heigli24 L ...... timber of Stories ...?._ 9. Size of lot: Front .. 133 :36•....... Rear _.. 1,59, 99•',.•---_ Depth .._2M .$2_'....... 10.. Date t.0 Purchase ...... Name of Former Owner .MOX1riIl Filter rises.......... I s,,. g. p II_ Zone Lor iise district in which premises are situated ...R'rsj_dgntJ.d 7........................................... 12. Does -V sed construction violate any zoning, law, ordinance or regulation: no• ariance•approved copy er. 13. will(lot be regraded ...hTn.............. Will excess fill be removed from premises: YES PA XX 14. t3an?sbof};Ocmer of premises Mtn,&.MrSlyl:, ...Eose._..__ Address 9S.Kimbar • ana...... Plxre No. 20.8-. 29.01) .. Name n ,Architect .Tb0laaS.kiekutovzski..._.:._ Address 1S9--14th St.:............ Prone No. 67.6_57.42... Namesof'Con Gartractor .Gaxrlaga.Hi]..1.Assac___.. Address 3114--D1k£.£y..AITe.,.$�.CkBviP�� No. 935-47.'L7... 15. Istlfls'�property within 300 feet of a tidal wetland? * YES -xx...... No IF,'YES' SWMD 101dt1 TKMEES PEIMT MAY BE REQQ=- enclosed PLOT DIAGRAM locate clearly and distinctly all buildings, ubether existing or proposed, and indicate all set-back dimensions from pnvpa y,lines_ Give street and block comber or description according to deed, and show street names and indicate whether in- JUL ,"".. or corner lot. Enclosed separately SfAIE OF WW YORK, SS OOIINIY OF .....Su_fEDLk------- ---------------Dg493-d,9.R...FQS.e_Sr...............being duly sworn, deposes and says that be is the applicant (Nage of-individual signing contract) above named, De is the ........Owner- (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. Sworn to before me this ...............5._day of!FebruarY ..... 199.9..... iIic'. ..� a- - ...._ `\ NOtaty Pubfle,SLb of MwrYeek No. 01vulle a (Signature of Applicant) Qualified In County Commission Expires gust S,IM I�W Co�h 10 0 rc c� g w • r-nN, wcw... FW-AA our 1 WJ9 I Q(I�,� -' 4w � 5 f�c• �15t.D F)Sadc� n a SOLIIDSE U�= � c - I(o'x f ro' Pl �k FLUSH W s SLA( 1 { I 1 1 J _ O � X 0 i ]t O P( w A� W � I Gloms« -��D 1eC[IIJG�2K/ -- 1 � �i�•<��sPtjAl�C j - 4 - z z - 1 I , c�N i I - I f -- i PXN oF. FTG i,, I M "� LAG y I �/I V S�Ai.E; 4"= 1'-c, S[TJ°IVEY", (J' Lo` :' I MAP OF PARADISE [3Y I14E BAY i ., IEE No. 6465 FILED,: . NOVEMBER 4; 19,76 I W PA'VFB, AY , 1 TO OF SO UTHOLD - SQFFQLK COUNTY, : NEW YORK 11 SIC. TAX No. 1 MO-70--: 1 3-2o. " SCALE 1 "'30' 1 DECEMBER 20, 1999 1 1 t . AREA — 47,880.75- sq, ft. j - a fiv}Ca 'pur ` - ' � � � N bb 013 r - , 1 X (16 J a !'• .. fiV[ wuw ' -✓" .L Q + l Cirat kq: ou.wne .srre'- snN77pA7r: ,E' Q" r.�• - mx WI F E4S&,i/TF h' rLd r�uct a;n r h NALf4d1 ,' 'W17 – - _ 1" to F F# •,, ! f .MOVED 110. PC)lJhi.nS 1ZC)SE SR. v f vnl. atrjr - - _ lA' - V/m a a F - a`t*,1• y •'mss r '.i o s, - W 'I ELE'vAiipF•�5 ARE REFERENCED 70 N.Ci.V.D,- 1829 1ATUF.t w x,XJral —E,C_VATl0vES ARE SIWW N .�iJWS. .,. EXISTING CC H OUR LINES ARE SHOWN iHt}5• S• �) r, FLOP ;'DNC' INFORMATION tAkfE'N FRgM: - { " r fin' F(_0QD INSURANCE RATE MAP NO. .36103CO166 cl ? .ya AE. t1 t)ta 4Lk_lrYT!Oh15 ?`TE?aldi•NE[! m _a., I tl - ,gyp�. GI Ni .'w Plc i rtRfl�; `)h .t[i^ "['A tt)'r.^.� 9R6P-S VC•` tIJO F 5 • ..l000 Wtft .ty RLGE a � ., - �-• r R .'0!+'TH Jf ;:Ji'a 'HAW t' r[101 'op WI-!J'6NAli ( F Ai'EAS,;,eji l'HAfv ' y r 'E' _ - 1� •, N xt�l:AkIC I_f- °h,7 ARCA., 1'R^ ECTC0 8K C•,I,:-" �'RJM 1I.0 ;IOR rt-a y ., _ • - - - 4M LFb M1 Co IS1 _ ,,yy aC 1 N:fM1ti•. 't, - LLC 40 .ci�r xo'x- i,X I � - M"'" ... .ter->-_'•^"` - - ir !yu•tYpR ar IE]4�1F N ox w(unoa tG TNYs S4Nf - LS 1' nun4N � I L�oz ['UVAR:1 Ct trhYA� , ;�c�mu rra�al t«t. rtcv rFvr �n�;ra , - _ I . - - DFSCRIPLI6N AREA' % wr :AVEx.+tlE ccae; AF nts qw* Nnp to WAW:, HOUSE 3 at5 eq ff � > rJz —� n't OF . tcANm ; ].Jot sq' rl I 5.45% - `o BF AvwSCf,muz 91MtL�NC* rF 1N:aR)Etjl _ ^^^111 . anal. mo v » - :r.aez 1 '- cEwnvicnn.:nla truxuxo rlcrse,x srw. r41n ..� -•7 '�rv'• fi roc rasa+,.-w wtau tNE s�xrn. TOTAL HVIL 5RfA1 IISm iA. n t! ZA -,t{yz,,�,�_�t1FFrNEG AYI' orF iiS H[wh_ a .'k - 1 99 INE ENISF M Rt MHTS .OF•**Y - - AND/OR-!'AS€MENTS EFwot O XW1N .. - ANY, NOT SNOW" M 4 ' T€M, o1_17a t E ... rm Mit rw ww. -FaTF UNa AiR _ � i .ort nne t}nW sa��i � i ?��� � � M�-218, z000 1+� �o L Surr�l�,r�►r. t � � SJR 9 � j 'n. 7 47C 9'�J,k'A 4� Y P��r, 'J^ ��' Ptc Siu Ys'-. `wtlmmaons-'��ile P"c * ,IratYfrM1K'lrOlt ka'bw' PRONE (ats'p�7-za§o w51wyz2x Sr f ' rl IV ' ••.. .,; r ' C¢. Ii 4u86 One,V-0IJar ame P4S Liex'_,1G.Sr Mn! vork 114,31f�h"kllllx+.'Mew Xcdt it4Cy i f t --. -� � - -�'' . `� --- -- �C,la✓7,-E g15D Lc6ask=V't_ y,l� 11K..ErJr �.iL�lse� ., - Pu ,uILG j�lyrYl PN'N'C✓ e.�a� � Tr-1M 1 - --�`' __� .. ,•,- I �- VII >ri LILY, ( C.-� �, _ 1 j.. __ �- I' ' I-- \" - �- - -_--_ ------ -- ('11,1. ✓� F1.� .. .-- -.. _. _ -- - - - _ _ -_ -- _--.� _ 1 _ -- - I - >_ _ �a I - - ----- I IRE l - -- -- - ----- - --- -- ---- - GLAD _ - - - - i ,. I � � - L I Ib'`X24''l•o,•I�I�i W� ri) � I � � � I I E� I I I �, � -��- - -I- l� , INS [' sG •� � I I .I - I - �tnViywuf'v Ns CONI IE ro : Frz• LT I-- I- - `- -- - - - --- -- - - --- - -- --- ---- -- - - -- .. •�.' 3 arc r 1�irJq�!:`- ' I�-� ' / -..-.w INFILL COI, ,.F91 J 4JAlA. I:iu.•c+�: ✓{'ILS ATG.1 yc.w "1; yJv W PTGS 2i2'iUJ1p'Y"P1 Q(I,t u+' P�,��" I_��`�' �I...� U►"1-�' � c��.f aAu�r�Y �Icta� _ F GENERAL REQUIREMENTS CONCRETE DOORS, WINDOWS, GLAZING ELECTRIC CONFORMANCE WITH THE NEW YORK STATE UNIFORM FIRE 1. CONCRETE WORK SHALL CONFORM TO THE ACI BUILDING COODE AND THE STRUCTURES MANUAL FOTEST 1 ALL WINDOWS AND EXTERIOR FRENCH DOORS SHALL BE ASSEMBLED WITH INSULATED 1. ELECTRICAL SUPPLY AND LIGHTING SYSTEM SHALL BE INSTALLED SO AS TO PROVIDE OCCUPANCY OR 1 ALL WORK SHALL BE INC EFFICIENT DISTRIBUTION AND USE OF ELECTRICAL ENERGY IN ACCORDANCE WITH PREVENTION AND BUILDING CODE,AND ALL OTHER APPLICABLE CODES AND REGULATIONS. STANDARD PRACTICE FOR DETAILING OF REINFORCED (LAT GLAZING AND FURNISHED WITH INSECT SCREENS. N.Y.S.E.C.C.C. STANDARDS ANDS CIFICATIONS. THE MAXIMUM TOTAL VOLTAGE DROP USE IS UNLAWFUL - 2. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR WITH CONDITIONS. - 2. GLASS IN DOORS, SIDELIGHTS, DOOR TRANSOMS, WINDOWS WITHIN 18' OF FLOOR, LANDING SHALL NOT EXCEED 3%TO THE FI L DISTRIBUTION PANEL WHEREVER PRACTICAL WITHOUT CERTIFICATE 2. ALL CONCRETE SHALL BE 1:3:5 MIX, MINIMUM COMPRESSIVE STRENGTH TO BE 3,000 PSI OR TREAD ELEVATIONS, BATHTUB OR SHOWER DOORS OR ENCLOSURES SHALL COMPLY SWITCHING SHALL BE PROVIDED FOR EACH LIGHT CIRCUIT SO AS TO PROVIDE PARTIAL 3 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE COMMENCING WITHIN 28 DAYS. WITH CODE SECTION 715. .. LIGHTING FOR EFFECTIVE COMPLIMENTARY USE WITH NATURAL LIGHTING. ALL UTILIZATION OF OCCUPANCY EQUIPMENT SHALL HAVE A POWER FACTOR OF NOT LESS THAN 85%IG UNDER RATED WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT. 3. REINFORCEMENT BARS SHALL BE ASTM A-815, GRADE 60. 3 DOORS AND FINISH HARDWARE SHALL MATCH EXISTING. CONDITIONS. CORRECTIVE DEVICES INSTALLED FOR COMPLIANCE WITH CODE SHALL BE 1 4. ALL EXISTING CONSTRUCTION AND SITE FEATURES. AS WELL AS ADJOINING PROPERTIES, SWITCHED WITH UTILIZATION DED O E RATA CEPT EQUIWHEPMENT RESULTING IN UNSAFE CONDITIONS • SHALL BE PROTECTED FROM DAMAGE DURING THE CONSTRUCTION PERIOD. ANY DAMAGE 4. FLOOR SLABS SHALL HAVE A SMOOTH, STEEL TROWELED FINISH. OR INTERRUPTING WITH INTENDED OPERATION OF EQUIPMENT ; FINISHES SHALL BE PROMPTLY REMEDIED TO THE SATISFACTION OF THE OWNER ANDIOR PROPERTY 2. ALL WORK SHALL MEET NATIONAL ELECTRIC CODE OWNER(S). WOOD 1. ALL WALLS AND CEILINGS TO BE % GYPSUM WALLBOARD UNLESS OTHERWISE NOTED 31. ALL WIRE SHALL BE COPPER. ALL ELECTRICAL CONDUIT AND WIRE INSULATION SHALL BE 5 WORK AREAS SHALL BE KEPT FREE FROM ACCUMULATION OF WASTE MATERIALS CAUSED (WATER RESISTANT IN BATHROOMS) WALLBOARD SHALL BE SCREWED TO FRAMING ! INCOMPLIANCE WITH COMBUSTION TOXICITY STANDARDS ESTABLISHED BY THE NEW YORK BY THIS CONSTRUCTION. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL - 1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR, WHITE FIR, OR SOUTHERN PINE, MINIMUM FURRING MEMBERS, SPACING AS PER INDUSTRY STANDARDS. STATE FIRE PREVENTION AND BUILDING CODE, ARTICLE 15, PART 1120. MAKE A FINAL CLEAN-UP TO THE SATISFACTION OF THE OWNER. BENDING STRESS 1450 PSI, GRADE 2 OR BETTER, SURFACED FOUR SIDES(S4S). APPROVED A$ MUTED _ 2. WALLS AND CEILINGS SHALL BE TAPED AND SPACKLED(3 THREE COATS)AND POLISHED AS pA�; -�•9 9 REQUIRED FOR FINISHES TO BE APPLIED 41 LIGHT FIXTURES, JUNCTION BOXES 6 RECEPTICLES SHALL BE LOCATED AS DIRECTED BY THE B.P.#�1uL�LZ 6 ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A MINIMUM OF ONE YEAR 2. WHERE JOIST HANGERS AND OTHER STEEL FRAMING MEMBER CARRIERSICONNECTORS ARE - OWNER, OR DICTATED BY COPE. FEE:�BY: MZ,oµAT AFTER FINAL ACCEPTANCE UTILIZED, FASTENERS SHALL BE AS RECOMMENDED BY THE MANUFACTURER TO INSURE 3. NEW WALLS, CEILINGS AND SHELVING SHALL BE PRIMED AND RECEIVE TWO (2) FINISH Gj. -jmoY.= Vere ri OJ AL-AF:M W041U"41) N?pY�O Xt`TV ply Nr)�4-rAMF'I-IANT 1 S(�AW P "s NOTIFY BUILDING DEPARTMENT AT SUFFICIENT SHEAR AND WITHDRAWAL CAPACITIES. COATSAL PAINT, BENJAMIN HELM G EQUIVALENT, COLORS RECEIAS.SEVE 2) OWNER. It4q-j w 11J EAo,� E7-B«PiW{ 5FA:.0 AnLP OrJ L-Aalj F-LO a • Vdw9L {2EY� C.00' 5vx''jri6W ^j 2�, + 765-1802 9 AM TO 4 PM FOR THE 7. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK AND SCHEDULING INSPECTIONS BY THE BUILDING DEPARTMENT. NO WORK SHALL PROCEED WITHOUT THE 3. DOUBLE ALL BEAMS OR JOISTS UNDER BATHTUB, HEAVY APPLIANCES, PARALLEL ALL EXISTING SURFACES DISTURBED BY THE WORK SHALL RECEIVE TWO (2) FINISH COATS DESIGN COMPLIANCE STATEMENT FOLLOWING INSPECTIONS: BUILDING INSPECTOR'S PRIOR AUTHORIZATION NO COMPLETED PORTION OF WORK TO BE PARTITIONS,AND AROUND OPENINGS IN FLOORS AND CEILINGS UNLESS OTHERWISE NOTED. OF PAINT. 1 FOUNDATION - TWO REQUIRED INSPECTED SHALL BE CONCEALED PRIOR TO THE BUILDING INSPECTOR'S AUTHORIZATION - - 4HESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED UNDER THE DIRECT FOR POURED MING & 4. TILED WALL AREAS SHALL BE BACKED.WITH %'THICK TILE BACKER BOARD, DUROCK OR SUPERVISION OF THE UNDERSIGNED. THE CONSTRUCTION DELINEATED MEETS THE 2. ROUGH - FRAMING & PLUMBING C PLYWOOD SHALL COMPLY WITH PRODUCT STANDARD P1 'SOFTWOOD PLYWOOD, t 1 EQUIVALENT. SUPE REMEN O T THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE 9. INSULATION .•--� B. THE STRUCTURE HAS BEEN DESIGNED IN COMPLIANCE WITH LIVE LOADS AS DESIGNATED IN CONSTRUCTION AND INDUSTRIAL'AND SHALL BE IDENTIFIED BY APA GRADE TRADEMARK (IN.REQUIREMENTS UIR C.ENT AS AMENDED DECEMBER ENERGY AND ADOPTED APRIL 1, TRU . FINAL - CONSTRUCTION MUST CODE SECTION 803.2 AS FOLLOWS. "APA A-C EXT". 8E COMPLETE FOR C.O. 5 TILED FLOOR AREAS SHALL HAVE TILE BACKER BOARD LAMINATED TO PLYWOOD SUBFLOOR LIVE LOAD (PSE) DEAD LOAD(PSF) TOTAL LOAD(PSF) 5 BASE TRIM SHALL MATCH EXISTING. • AS UNDERLAYMENT FOR FINISH MATERIAL. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. II FIRST FLOOR 40 15 55 8. ALL WINDOW AND DOOR FRAMES SHALL BE TRIMMED TO MATCH EXISTING. 6 PROVIDE HONED MARBLE THRESHOLDS AT DOORWAYS AND OPENINGS WHERE FLOORING STATE CONSTRUCTION I ENERGY SECOND FLOOR 30 10 40 TRANSITIONS OCCUR. CODES. NOT RESPONSIBLE FOR ATTIC 20 8 28 DESIGN OR CONSTRUCTION ERRORS ROOF (8:12) 30+8 10 48 MOISTURE & THERMAL PROTECTION, FIRESTOPPING A401 PSF (SNOW)+ PSF (WIND)' PLUMBING AND HEATING y/ , 1. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF INSULATION THOMAS C PIEKUT SKI DATE I `--' AT PLATE LINES, SILL LINES AND CORNERS. 1, HEATING SYSTEM TO COMPLY WITH SECTION E.404 3 AND MEET MINIMUM EFFICIENCY REGISTERED ARCHITECT __ { 9. THE ARCHITECT HAS NOT BEEN RETAINED FOR FIELD SUPERVISION. STANDARDS AS SPECIFIED IN TABLE 4-11 OF THE N V.S.E.C.C.C. SERVICE WATER HEATING NEW YORK STATE NO. 15472 2. CONCEALED SPACES WITHIN WALL, PARTITION, FLOOR, STAIR, ATTIC OR CORNICE SYSTEMS SHALL BE LIMITED TO A MAXIMUM TEMPERATURE OF140 DEGREES (F)AND SHALL -- --�J• laI25194 AAc 17 L�ItT. 41ALF G'u"A17t71710rJ 70 FIGhf Fu. W�G✓iU+AY1.AfG 9TAlIL CONSTRUCTION AND AROUND PIPE OPENINGS IN SUCH CONSTRUCTION SHALL BE BE EQUIPPED WITH A SEPARATE SWITCH OR VALVE TO SHUT DOWN THE ENERGY SUPPLIED. 2. 31111Qe FL VA-AAce IOUV00 APoW� ADJUSttl7�1A,MA�)J,VJE d1EW HOT WATER SYSTEM CIRCULATING PUMPS SHALL BE ARRANGED AS TO BE AUTOMATICALLY - - -- - ------ - ----------- ) -------- --- -----SITE WORK FIRESTOPPED WITH NONFLAMMABLE MATERIAL IN ACCORDANCE WITH CODE SECTION 717.4 OR MANUALLY T RNED OFF WHEN THE SYSTEM IS NOT IN OPERATION. 1 11-711) 1, ALL EXCAVATED MATERIAL AND DEBRIS SHALL BE REMOVED FROM THE SITE BY THE 3." USE WATERPROOF MEMBRANE FLASHING OVER ALLWINDOWS AND DOORS. 1 r 2. HEATING SYSTEM SHALL BE EQUIPPED WITH ADJUSTABLE THERMOSTATS FOR THE IJIi �'^�� }'G'"' �"F��'�"' P�^�I`•1 - CONTRACTOR AND LEGALLY DISPOSED OF REGULATION OF TEMPERATURE OF EACH ZONE. THE THERMOSTAT RANGE SHALL BE 4. EXTERIOR JOINTS AROUND WINDOWS AND EXTERIOR DOOR FRAMES, OPENINGS BETWEEN LIMITED TO A MINIMUM SETTING OF 45 DEGREES (F), MAXIMUM SETTING OF 75 DEGREES (F), ADDITIONS AND ALTERATIONS to the - 2 EXCAVATION SHALL BE TO A LEVEL ALLOWING ALL FOOTINGS TO REST UPON VIRGIN SOIL- WALLS AND ROOF-CEILINGS AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF AND SHALL BE EQUIPPED WITH A READILY ACCESSIBLE MANUAL OR AUTOMATIC MEANS TO MINIMUM BEARING CAPACITY TO BE 2 TONS PER SQUARE FOOT, UTILITY SERVICES THROUGH WALLS,FLOORS LAND ROOFS AND ALL OTHER SUCH OPENINGS PARTIALLY RESTRICT OR SHUT DOWN THAT ZONE DURING PERIODS OF NON USE OR ROSE RESIDENCE IN THE BUILDING ENVELOPE SHALL BE CAULKED, GASKETED, WEATHERSTRIPPED OR REDUCED NEEDS. 3 ALL BACKFILL SHALL BE COMPACTED IN 12 INCH (MAXIMUM) LIFTS. OTHERWISE SEALED. , 5. INSULATION SHALL BE INSTALLED WITH A VAPOR BARRIER ON THE WINTER-WARM SIDE OF S�P�SL PI°+rv�y _ �RRANE R(' DOUGLAS ROSE, JR. THE INSULATION, IN ACCORDANCE WITH CODE SECTION 7815. �P _ - � i -, � 3`--" KI BLRLY LANE - S0IJTHOLD, SUFFOLK CO., NEW YORK 6. ROOFING SHINGLES SHALL BE FIBERGLASS,ASPHALT IMPREGNATED, WITH CERAMIC "y" '+ ' oeawlruc r;0. ^ COATED GRANULES BEARING UNDERWRITERS LABORATORY LABELS FOR CLASS 'A'FIRE _0 M AS C. _P I E K UT O W S K l RESISTANCE AND WIND RESISTANCE RATING& G`P,' C H O 7 M (C 7 /sT 4'0. 015417 ��h ,159 fourteeMh avenue sen cldf, ny. 11579 676-5742 FRED ARG H\ DATE: DECEMUER 8, 1998 scala as NOTED 1 or 3 1 - - -- I - /Gi 3"N4,,1 -I�,q�,l 21_q�l 31-syn 3i �Yy1 2,3„ II-9i/y, 1193j4„ QI_IY�y IIS 9„ ?X,t)AZ},ON NEVI COI,g� AjU Wf�la �( �TR-�In1q' ?Osla 20� p07i I /I)FLEkI'r�ME � /11/Vo �w2)lako Z4(o r III i -IL U d Q\ �(� ala h, _ ohil � bRAWo � 48L1y +-- 1 � CJI�IO FL GIIcOE.L 7 - J IUNEyGH� ro 2'e Q, --0AItl 6,9-P, �.. - -� ?iol ` ' _ - A 17101) N � � W KIPI H QEMUVQA� U.VVF'4657(MII�J — N 9 _ '� v z T � — � q"lyyCC n. UNoeru 9 Ir - — o 0, IV_ MWL4W7 '444 t � . M4Fb - 1L 3d0�1:�X UTI L7TY WINooW. s/ �` m' �' uNIN-I' ;e;"m I 4 �� 4AL� e TN nmc LAMI-T EEX r � M 1 N R oJe S,.PATe Lbo utiRs I)JCNLAVI i s crl.Ew� i I I Ex. MASTEY� MDY,2Mm IIS f� AND R�{�.AGrc WWINIXJws F � Sj�F!✓E J � - I I LZ`il' - 2 l.m.A'flola`�) IQ�nuwHNEW v2C?raP'4'04" NkY"LVL- AT SAT pT,, GP - U (goNaIT T- fFLfSC ppYZ�e55," "� �� snv✓� � Aa4a^; _ `. �� VV Iy"_ cA,51I N!>ro� KIJ {I/-GAu-e✓LY Aev),- - GL 4. " L I _ 0 I N LAr JB� ( 7y NY �) 11 sx PolyVey— PM EX r �` tA,l. Q I I 2KIa _ MATIN i i , INCWJ � , f 1 "' I-•- � -�F--�----- _ I i ' I -'eX , L'"EDl1eY�� � I =LjI 7j /aIZ5J99 AVX2 eXTr;-&r MI 4a., ApDITIgJ TD f;V >(I.R�K, Y/cdu-Art Ari.STAI'r- 2 3�II�99 ADvrvcuaw+-space lot�v��+� �Acu�s {=o,t fl-DarwaEPrer >�x-rw�Nzc� 1129199 rlRn PI-mR.. ExP � (loop DViiIz iliwr uo, DAT£ RSV ISION 'DE Sar� IPTIn�� - � ADDITIONS AND ALTERATIONS to the ROSE_ RESIDENCE e P1,4 I.ORRAINE & DOUGLAS ROSE, SR. x din 95 KIMBERLY LANE - SOUTHOLD, SUFFOLK CO., NEW YORK THOMAS C. PIEKUTOWSKI DRAWING NO srFRED1541",ABGN� 159 6 DAiE LoV19sesea chl[ n.y 11579 6-5742 5 ALE A DECCMBER8, 90 S NOTED 40FO Rlfl� SIT 01'- }�aO`.>E - - i� !A4 cou pV� P AnhS e- luac, 4� 15 ' E1-,DG. pA,aEVi- oti Yz" RYVsaal� 1 fitr�lldq OND X21 h/k-rr IN51VL. Ion j AU, PA tt' Tp HMc- NUVI -ne lold aT'vu" ?,eNcl`\ t�N✓ - � .FrJN- � - ,. TYIOIGq li ! !o„ - /fes¢ Lca�l�-anTs�+i'J�"O,G � WAI.1. , C�11.11•YB _ ¢IPG �'I�-- � Ct>N`TvUACTIo,J W/ mor-Fn-7 4, j r / S/a-ub F,�scs�A w/ �\ �iv1Np i � ALUM- GVCPi'�ly� � I-�NC�EWf✓ ✓Nll�t � ' E,GT�i1Nul . NL'�J I /� � wAw 60 (�uISFI f,. MARA OPT qy�I— ! 2���cJu�q</4/AhrJr�A�t V2"caA v1Xu/cn 1 Stu t v P�"1 �G �I GeJ� 5 N ,� Po1n2 stop/NAILEW('r{v) Au rJ �N. ���- CMA-ru1 ao5r� ekn a"sD� a 2x(o �r^ryl`'6 �Ilo"o 0 - ti. �Uk'-YLicNNE TIS C�IT�Ta,✓� � J G PLA I-S5 0 GG,Jayf - = GI�iS ryyLl>x,,laG 1 c MuD �N� TSP aF P6AT� � _./y ` •�, ^ x . >< r =��� I - I /Z G wAu gv z� IJ I 5/4-x to FA�GIR W � GrtAVc ' 214- Gam. Jo13i v c- I 4' ! 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P0Ir0JTopIWYTFLe �ew/ ce A ' caLr'_A , wall �p�W4 Gv2AUJ� sVnt 5 A> I 2 3 f II1199 L,vAMAae Lzuveus 72mK) few � - V 12,�9i ril�St Fwa� �YY Y Roc�ktii. �wr,�.Y - NO. D,4T< VotJ fJE 5GR•I P i Ior,J ��� � � � _ ADDITIONS AND ALTERATIONS to the TI ��u �/4 ° ROSE RESIDENCE LORRAINE & DOUGLAS ROSE, SR. KIMBERLY LANE - SOUTHOLD, SUFFOLK CO , NEW YORK THOMAS C. PIEKUTOWSKI DRAwINC � 015612 V 159 fowl eenlh avenue sea Off, ny, 11579 676-5742 FRED,ARG DATE: DECEMBER 8, 1998 SCALE AS NOTED 30F OrZII.L IGAPriii w'�'a'IT LoG4T1oJ F-r�uah Awv� nEwvJ'Sw -- -- - - r/ - � P�dL�NYi�-o01i;�rtT.uliv� P unlrf5 10�lo WIh>�s FIN G L IETT I AF_E - �h�cu�Y �IwNr,4 T- i - I Iii F _ / - --J- _ FIKi LIST - --- - - - '08'Y010E GLi - 'i I I- -_ � ----- - I. - Fero -� _ -z - - L L -r • V, III'l1l WImmc'T,I -I - II I I I 4 , L o V h w YAwr?I I I ��p-ra �---I- - - -- - - - - -f L , FIL rFPJ, WAw p GENERAL REQUIREMENTS CONCRETE DOORS, WINDOWS, GLAZING ELECTRIC ` 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE NEW YORK STATE UNIFORM FIRE 1. CONCRETE WORK SHALL CONFORM TO THE ACI BUILDING CODE AND THE MANUAL FOR 1. ALL WINDOWS AND EXTERIOR FRENCH DOORS SHALL BE ASSEMBLED WITH INSULATED 1. ELECTRICAL SUPPLY AND LIGHTING SYSTEM SHALL BE INSTALLED SO AS TO PROVIDE PREVENTION AND BUILDING CODE, AND ALL OTHER APPLICABLE CODES AND REGULATIONS. STANDARD PRACTICE FOR DETAILING OF REINFORCED CONCRETE STRUCTURES (LATEST GLAZING AND FURNISHED WITH INSECT SCREENS. EFFICIENT DISTRIBUTION AND USE OF ELECTRICAL ENERGY IN ACCORDANCE WITH EDITIONS). > N.Y.S.E.C.C.C. STANDARDS AND SPECIFICATIONS. THE MAXIMUM TOTAL VOLTAGE DROP 2. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR WITH CONDITIONS. - 2. GLASS INDOORS, SIDELIGHTS, DOOR TRANSOMS, WINDOWS WITHIN 18'OF FLOOR, LANDING SHALL NOT EXCEED 3% TO THE FINAL DISTRIBUTION PANEL WHEREVER PRACTICAL. 2 ALL CONCRETE SHALL BE 1 3 5 MIX, MINIMUM COMPRESSIVE STRENGTH TO BE 3,000 PSI OR TREAD ELEVATIONS, BATHTUB OR SHOWER DOORS OR ENCLOSURES SHALL COMPLY SWITCHING SHALL BE PROVIDED FOR EACH LIGHT CIRCUIT SO AS TO PROVIDE PARTIAL 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE COMMENCING WITHIN 28 DAYS. WITH CODE SECTION 715. LIGHTING FOR EFFECTIVE COMPLIMENTARY USE WITH NATURAL LIGHTING. ALL UTILIZATION WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT. - EQUIPMENT SHALL HAVE A POWER FACTOR OF NOT LESS THAN 85% UNDER RATED 3. REINFORCEMENT BARS SHALL BE ASTM A-815, GRADE 80. 3. DOORS AND FINISH HARDWARE SHALL MATCH EXISTING. CONDITIONS, CORRECTIVE DEVICES INSTALLED FOR COMPLIANCE WITH CODE SHALL BE 4. ALL EXISTING CONSTRUCTION AND SITE FEATURES, AS WELL AS ADJOINING PROPERTIES, SWITCHED WITH UTILIZATION EQUIPMENT EXCEPT WHER RESULTING IN UNSAFE CONDITIONS SHALL BE PROTECTED FROM DAMAGE DURING THE CONSTRUCTION PERIOD. ANY DAMAGE 4. FLOOR SLABS SHALL HAVE A SMOOTH, STEEL TROWELLED FINISH OR INTERRUPTING WITH INTENDED OPERATION OF EQUIPMENT. SHALL BE PROMPTLY REMEDIED TO THE SATISFACTION OF THE OWNER AND/OR PROPERTY FINISHES " OWNER(S). 2. ALL WORK SHALL MEET NATIONAL ELECTRIC CODE. WOOD 1. ALL WALLS AND CEILINGS TO BE%" GYPSUM WALLBOARD UNLESS OTHERWISE NOTED 5 WORK AREAS SHALL BE KEPT FREE FROM ACCUMULATION OF WASTE MATERIALS CAUSED (WATER RESISTANT IN BATHROOMS). WALLBOARD SHALL BE SCREWED TO FRAMING / 3 ALL WIRE SHALL BE COPPER ALL ELECTRICAL CONDUIT AND WIRE INSULATION SHALL BE BY THIS CONSTRUCTION. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL 1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR, WHITE FIR, OR SOUTHERN PINE, MINIMUM FURRING MEMBERS, SPACING AS PER INDUSTRY STANDARDS. INCOMPLIANCE WITH COMBUSTION TOXICITY STANDARDS ESTABLISHED BY THE NEW YORK MAKE A FINAL CLEAN-UP TO THE SATISFACTION OF THE OWNER BENDING STRESS 1450 PSI, GRADE 2 OR BETTER, SURFACED FOUR SIDES (S48). STATE FIRE PREVENTION AND BUILDING CODE, ARTICLE 15, PART 1120. 2 WALLS AND CEILINGS SHALL BE TAPED AND SPACKLED (3 THREE COATS)AND POLISHED AS 8. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A MINIMUM OF ONE YEAR 2, WHERE JOIST HANGERS AND OTHER STEEL FRAMING (MEMBER CARRIERS/CONNECTORS ARE REQUIRED FOR FINISHES TO BE APPLIED. 4. LIGHT FIXTURES, JUNCTION BOXES 6 RECEPTICLES SHALL BE LOCATED AS DIRECTED BY THE --_ -i AFTER FINAL ACCEPTANCE. - OWINER, OR DICTATED BY CODE. N UTILIZED, FASTENERS SHALL BE AS RECOMMENDED BY THE MANUFACTURER TO INSURE SUFFICIENT SHEAR AND WITHDRAWAL CAPACITIES. 3. NEW WALLS, CEILINGS AND SHELVING SHALL BE PRIMED AND RECEIVE TWO(2) FINISH 5, -5moYF Verc&n k1c, AL•AaJn IIG pXrV E/CI.1)'I¢Nf O(L KV -COMPl4NT-7 SNALa ai1g r G r r - 7. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK AND SCHEDULING COATS OF PAINT, BENJAMIN MOORE OR EQUIVALENT, COLORS A&SELECTED BY OWNER. INSWTAwen 1>J EA&q 'e"empicz- 9p, AMC( 01J 4LM<_A� FL� Lgiti (PBYa-Gape" SaXlrj&. ) 721•I , INSPECTIONS BY THE BUILDING DEPARTMENT. NO WORK SHALL PROCEED WITHOUT THE 3. DOUBLE ALL BEAMS OR JOISTS UNDER BATHTUB, APPLIANCES, PARALLEL ALL EXISTING SURFACES DISTURBED BY THE WORK SHALL RECEIVE TWO (2) FINISH COATS DESIGN COMPLIANCE STATEMENT I Srl7 7 1999 BUILDING INSPECTOR'S PRIOR AUTHORIZATION NO COMPLETED PORTION OF WORK TO BE PARTITIONS, AND AROUND OPENINGS IN FLOORS AND AND CEILINGS UNLESS OTHERWISE NOTED. OF PAINT. +L INSPECTED SHALL BE CONCEALED PRIOR TO THE BUILDING INSPECTOR'S AUTHORIZATION - ------ - THESE (DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED UNDER THE DIRECT 4. TILED WALL AREAS SHALL BE BACKED WITH W THICK TILE BACKER BOARD, OUROCK OR BLDG.DEPT 4. PLYWOOD SHALL COMPLY WITH PRODUCT STANDARD Pi 'SOFTWOOD PLYWOOD, SUPERVISION OF THE UNDERSIGNED. THE CONSTRUCTION DELINEATED MEETS THE T wN F S UTHOLD 8. THE STRUCTURE HAS BEEN DESIGNED IN COMPLIANCE WITH LIVE LOADS AS DESIGNATED IN CONSTRUCTION AND INDUSTRIAL'AND SHALL BE IDENTIFIED BY APA GRADE TRADEMARK 1 EQUIVALENT. REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE CODE SECTION 803.2 AS FOLLOWS: 'APA Ai EXT'. (N.Y S.ELC C.0), AS AMENDED DECEMBER 29, 1988,AND ADOPTED APRIL 1, 1987 ' S. TILED FLOOR AREAS SHALL HAVE TILE BACKER BOARD LAMINATED TO PLYWOOD SUBFLOOR LIVE LOAD(PSE) DEAD LOAD(PSFl TOTAL LOAD(PSF) 5. BASE TRIM SHALL MATCH EXISTING. AS UNDERLAYMENT FOR FINISH MATERIAL. FIRST FLOOR 40 15 55 8. ALL WINDOW AND DOOR FRAMES SHALL BE TRIMMED70 MATCH EXISTING. 8. PROVIDE HONED MARBLE THRESHOLDS AT DOORWAYS AND OPENINGS WHERE FLOORING • SECOND FLOOR 30 10 40 TRANSITIONS OCCUR. ATTIC 20 8 28 ROOF (8:12) 30+8 10 48 MOISTURE 6 THERMAL PROTECTION, FIRESTOPIPING *.IT• PSF (SNOW) + PSF (WIND)' PLUMBING AND HEATING1. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF INSULATION TH MAS C. PIEK O.S. 9. THE ARCHITECT HAS NOT BEEN RETAINED FOR FIELD SUPERVISION. AT PLATE LINES, SILL LINES AND CORNERS. i. HEATING SYSTEM TO COMPLY WITH SECTION E.404.3 AND MEET MINIMUM EFFICIENCY REGISTERED ARCHITECT 4 _ r5191 Fl*l,T7 ,KtEV*10,),,S T I�I�S71�)6TIOn} STANDARDS AS SPECIFIED IN TABLE 4.11 OF THE N.Y.S.E.C.C.C. SERVICE WATER HEATING NEW YORK STATE NO. 15472 �y�� 2 CONCEALED SPACES WITHIN WALL, PARTITION, FLOOR, STAIR,ATTIC OR CORNICE SYSTEMS SHALL BE LIMITED TO A MAXIMUM TEMPERATURE OF140 DEGREES (F)AND SHALL - - --1 lo12�199 A9XI? 1D((, 4 ALII 604 4a.AORI7101J TO F11h FL- Willi Ai 9TAIS - BE EQUIPPED WITH A SEPARATE SWITCH OR VALVE TO SHUT DOWN THE ENERGY SUPPLIED. -- -- - -- - - ""`- SITE WORK CONSTRUCTION AND AROUND PIPE OPENINGS IN SUCH CONSTRUCTION SHALL HOT WATER SYSTEM CIRCULATING PUMPS SHALL BE ARRANGED AS TO BE AUTOMATICALLY 2 3111119 P•-DSMg4e Lovw�* A7Iti• Ad,A.1 Iy GI2df -it%-rowo zEme'd- -- . FIRESTOPPED WITH NONFLAMMABLE MATERIAL IN ACCORDANCE WITH CODE SECTION 717.4 OR MANUALLY TURNED OFF WHEN THE SYSTEM IS NOT IN OPERATION. ' ) -- I I "-799 P '�,5"' -�mn- C�cl s { � �J�'l-- E+�T✓, 1. ALL EXCAVATED MATERIAL AND DEBRIS SHALL BE REMOVED FROM THE SITE BY THE 3 USE WATERPROOF MEMBRANE FLASHING OVER ALL WINDOWS AND DOORS. 2, HEATING SYSTEM SHALL BE EQUIPPED WITH ADJUSTABLE THERMOSTATS FOR THE -_-- _ CONTRACTOR AND LEGALLY DISPOSED OF -o c s 4. EXTERIOR JOINTS AROUND WINDOWS AND EXTERIOR IDOOR FRAMES, OPENINGS BETWEEN REGULATION OF TEMPERATURE OF EACH ZONE, THE THERMOSTAT RANGE SHALL BE 2. EXCAVATION SHALL BE TO A LEVEL ALLOWING ALL FOOTINGS TO REST UPON VIRGIN SOIL- WALLS AND ROOF-CEILINGS AND BETWEEN WALL PANIELS, OPENINGS AT PENETRATIONS OF LIMITED TO A MINIMUM SETTING OF 45 DEGREES (0, MAXIMUM SETTING OF 75 DEGREES (F), ADDITIONS AND ALTERATIONS to the MINIMUM BEARING CAPACITY TO BE 2 TONS PER SQUARE FOOT. UTILITY SERVICES THROUGH WALLS, FLOORS AND ROOFS AND ALL OTHER SUCH OPENINGS AND SHALL BE EQUIPPED WITH A READILY ACCESSIBLE MANUAL OR AUTOMATIC MEANS TO IN THE BUILDING ENVELQPE SHALL BE CAULKED, GASKiETED, WEATHERSTRIPPED OR PARTIALLY RESTRICT OR SHUT DOWN THAT ZONE DURING PERIODS OF NON USE OR ROSE R ES I D E N C E 3. ALL BACKFILL SHALL BE COMPACTED IN 12 INCH (MAXIMUM) LIFTS. OTHERWISE SEALED. REDUCED NEEDS, , 5. INSULATION SHALL BE INSTALLED WITH AVAPOR BARRIER ONTHE WINTER-WARM SIDE OF �P4 o PLi( JJ' ORRAINE & DOUGLAS ROSE, SR. THE INSULATION, IN ACCORDANCE WITH CODE SECTION 7815. 4' APs ���,1 r° 1 ' T 6 ROOFING SHINGLES SHALL BE FIBERGLASS, ASPHALT(IMPREGNATED, WITH CERAMIC � ;..A KIMBERLY LANE - SOUTHOLD, SUFFOLK CO., NEW YOP.I: COATED GRANULES BEARING UNDERWRITERS LABORATORY LABELS FOR CLASS 'A'FIRE �� N O M A S C. P I E K U T 0 W S K I °aAwl"° NO RESISTANCE AND WIND RESISTANCE RATINGS - / C, n •"J Q Q C H O T M _C T f N 0156 7 S p 159 foudeenlh avenue ;ea cliff, ny 11579 676-5747. � eRtD AR0 DATE XCLs4BEF 6, 1998 SCALE. AS NOTED OF 3 4 4-lyyn q , 3! k" 4'-1 4'-1y2 71 n234Iq " 2!'l" L3'-� z" - - 3! lye" 2=9" ?osro n?o_5� . 5�J�r INcS A3a5 _ � ��� ow, ?J 4 Q �9N KnEll N wrana — A N N p` N )3 Jul a 2cB RAP16V5 2cBQA -- T— _ 54LIU�f`A L41 _"4 - 7I xn -t I —I 2' G�I.I„SLCnJ Dr.1 l P-0. _ -- L3�7X O FL LIR7�n- O IUN�IGA i - m N o �4 WIB I{.7sn+WAC LWaA& 7I!% - - - � - --�F`-- nxwO N (EFII t UNY/�'F--WINctJW7 AVIV) _9041baGt - - ce)Iy'c xll+a wL+a6xa�n .lc.- m - ro_ - o - — -- = New4 4Pa7f_ _ - _ w= —— o� a-k UnuTjwwoow� i � �x �. uJlw•t� oN4xd-w�iTs �-- - � �UPo1'�f.71Lr� M 'tk, SLIDING II�' I' I• 13 4 I a NAL> 16RT+1 - U Jrr WA ,ISI fl(:Al„ WlaAsww� 5 b M i LAPr� iC. So. QA'M 2.04,UL�1J RS r A1Jv w/ . 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HeLf mIA 4a, ACvIw-v f;ivw f�a��w cewu a c.sral z vPAccC4aAvLarEP -fes 1 II21r9 FIRST PLa A- Ex G. f (twP OVEN[_ CNTAY Nn: DAgB ReV I510r 'D+a 5 a(L I P T I nl-i ADDITIONS AND ALTERATIONS to the ROSE RESIDENCE Ir ORRAINE & DOUGLAS ROSE, SR. r F ,xE1 1; KIMBERLY LANE - SOUTHOLD, SUFFOLK CO., NEW YORK THOMAS C. PIEKUTOWSKI DRAWING NO ' ARC H � `1]` E C� T ^0 015A'1�' �6 159 fwdeenih avenue • sea cliff, n.y 11579 676-5742 FRED ARUM J DATE DECEMBER 8. 1998 SCALE AS NOTED �OF3 I211DG� i Qxlo mA164 amus 12 _� 40 611 IT-*a caw �w1s1 IZ I %9 — - - - 1 �� T I— — — 4 � I � c� 1 � , �, )- �INISi{1eYT W�I K GC'DAry 00 2 01{ /A5FAwr ¢�o* rl wss/AsP�gLr Xs F'A)P &N I'3+05*�j'.,I7C.. 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(?ros�.to, Mlo,rvgAn�A) ? sc�ewm sr _p DAMP Ptk* Xf WA J = o N SUIa,FAGi -{ '-mow ole¢GE z 1J 244,&-A rgAMe oa 4 sIrKS - G�A - • • - II III 1_. " GIa.A'� �� o . , u ` . . . 7 , . . ---- 1 • � - — - Q- 911sI99 � 4=eVIaATbQ srx,noa _A-q Fl ,— _✓ 61,Ase4 _ acvviExr. NArfaml4rl.AwlTaa-ror,wr- oo/L w/co,ac>,�, srelI4: " m i �'I I a- .o 1111 = - - —-- �po(1uz, ,G2dWL.SPAS 5Ld✓J 2. -r' votG4L *1'n fL.DAMA4E l a� WW ADtAA%6'7-417.AGL-fi?iL-_PA) M46d -_ Fw1NOp'iu1�1 d '. 1 1121 99 F xsr Pte- two q Fop ewA,{ f4ol DA-W- 12 1610/,1 .9E5aR-IPflor.! ADDITIONS AND ALTERATIONS to the ROSE RESIDENCE y~4�5` FI if yO� ORP,AINE & DOUGLAS ROSE, 5R. 1 r Y KIMBERLY LANE - SOUTHOLD, SUFFOLK CO , NEW YORK "THOMAS C. PIEKUTOWSKI DRAWING NO �0 01541 b 159 fourteenth avenue . sea tldl, ny 11579 676-5742 1 TFRfD ARC DATE DECEMBER 8, 1998 SCALE AS NOTED 30F%3- � pr�mn�a o;' -- -�mml1 >:xl� 2Nn - 1�=1�t �1n�-r�_r✓ - - I�clyl'InY., swY�lU�1T� -- g �XIhT• TfGI rlauLAv� t�AuaN - c1-- I - - - - ✓�20�Fll°k�YACIL4J>�As�idAlfi ��NZ7-�l�IN7eLLsS ... :. .. 21I7G� �1',�---`- . RAFrMZb AevArk �..t'IaW sWv�ta+)T LoGATIoJ . t V�nYlb �YP� aroAn S-qa�'> Iv MAT, y - -- T - Ut �' _ �JY "1rdILWG ��%T�s � a ewuA Sov S�INGLSf� qq'�Iv �( - I - /ro�F`16 /�s�tU��r _ - Ira ti5� Will AIA'e I � � s PLN, G- =_= -,_ ;•. r; .I � tG ILF��J oval- W. -W/ �e:Y1✓�/a tIYP" _ I �- . _ __-'•:aa� , ,x^74 _ s , ( 5 , pT. lu, ��. I xi I - - :, . PP F it 1 _ i . . tta w wttdrl 11 I ' I I i I 16=14}pLlg -gib I I I. 1. ttJC I I j i .,, 1NFIU,car..Fes,uJAw� 1 I 1'TYxS P.Y'1'W '1J'ES(IyT^ VAT I e.. J PJAI c/4 t 1 "- +3ENERAL REQUIREMENTS CONCRETE DOORS,WINDOWS, GLAG ELECTRIC ZIN 'I. 1. ALL WINDOWS AND EXTERIOR FRENCH DOORS SHALL BE ASSEMBLED WITH INSULATED 1. ELECTRICAL SUPPLY AND LIGHTING SYSTEM SHALL BE INSTALLED SO AS TO PROVIDE ALL:WORK SHALL 13E11N CONFORMANCE WITH THE NEW YORK STATE UNIFORM FIRE 1. CONCRETE WORK SHALL CONFORM TO THE ACI BUILDING CODE AND THE MANUAL FOR PREVENTION AND BUILDING CODE,AND ALLOTHER APPLICABLE CODES AND REGULATIONS. STANDARD PRACTICE FOR DETAILING OF REINFORCED CONCRETE STRUCTURES (LATEST GLAZING AND FURNISHED WITH INSECT SCREENS. EFFICIENT DISTRIBUTION AND USE OF ELECTRICAL ENERGY IN ACCORDANCE WITH EDITIONS). • - N.Y.S.E.C,C.C.STANDARDS AND SPECIFICATIONS. THE MAXIMUM TOTAL VOLTAGE DROP CONTRACTOR SHALL'bIS1T SITE ANDBECOME FAMILIAR WITH CONDITIONS. 2. GLASS IN DOORS,SIDELIGHTS,DOOR TRANSOMS,WINDOWS WITHIN 18'OFFLOOR, LANDING SHALL NOT EXCEED 3%TO THE FINAL DISTRIBUTION PANEL WHEREVER PRACTICAL. 2. ALL CONCRETE SHALL BE 1:3:5 MIX,MINIMUM COMPRESSIVE STRENGTH TO BE 3,000 PSI l OR TREAD ELEVATIONS,BATHTUB OR SHOWER DOORS OR ENCLOSURES SHALL COMPLY SWITCHING SHAULME PROVIDED FOR EACH LIGHT CIRCUIT SO AS TO PROVIDE PARTIAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE'CONDITIONS BEFORE COMMENCING WITHIN 28 DAYS. WITH CODE SECTION 715. LIGHTING FOR EFFECTIVE COMPLIMENTARY USE WITH NATURAL LIGHTING. ALL UTILIZATION EQUIPMENT SHALL HAVE A POWER FACTOR OF NOT LESS THAN 85%UNDER RATED WORKAND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT. 3. REINFORCEMENT BARS SHALL BE ASTM A-815,GIR4DE 80. 3. DOORS AND FINISH HARDWARE SHALL MATCH-EXISTING. CONDITIONS, CORRECTIVE DEVICES INSTALLED FOR COMPLIANCE WITH CODE SHALL BE ALL EXISTING.CONSTRUCTION AND.SITE FEATURES,AS WELL AS ADJOINING PROPERTIES, SWITCHED WITH UTILIZATION EQUIPMENT EXCEPT WHER RESULTING IN UNSAFE CONDITIONS SHAL.CiBE PROTECTED FROM.DAMAGE PURLING THE CONSTRUCTION PERIOD. ANY DAMAGE 4. FLOOR SLABS SHALL HAVE A SMOOTH, STEEL TROWELED FINISH. OR INTERRUPTING WITH INTENDED OPERATION OF EQUIPMENT. - SHALL BE PROMPTLY REMEDIED TO THE SATISFACTION OF THE OWNER AND/OR PROPERTY FINISHES , OWNER($). 2. ALL WORK SHALL MEET NATIONAL ELECTRIC CODE. _ WORK AREAS SHALL BE KEPT FREE FROM ACCUMULATION OF WASTE MATERIALS CAUSED WOOD i. ALL WALLS AND CEILINGS BE%:"GYPSUM WALLBOARD UNLESS OTHERWISE NOTED - (WATER RESISTANT IN BATHROOMS). WALLBOARD SHALL BE SCREWED TO FRAMING/ 3. ALL WIRE SHALL IT COPPER. ALL TOXICITY STACONDUITRS ES WIRE HED BY THE SHALL BE O BY THIS,CONSTRUCTION. UPON COMPLETION OF THE PROJECT,THE CONTRACTOR SHALL 1, ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR, WHITE FIR,OR SOUTHERN PINE,MINIMUM FURRING MEMBERS, SPACING AS PERINDUSTRY STANDARDS. INCOMPLIANCE WITH COMBUSTION TOXICITY STANDARDS ESTABLISHED BY THE NEW YORK MAKE A FINAL CLEAN-UP TO THE SATISFACTION OF THE OWNER. BENDING STRESS 1450 PSI,GRADE 2 OR BETTER, SURFACED FOUR SIDES WS). STATE FIRE PREVENTION AND BUILDING CODE,ARTICLE 15, PART 1120. 2. WALLS AND CEILINGS SHALL BE TAPED AND SPACKLED(3 THREE COATS)AND POLISHED AS �1 ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A MINIMUM OF ONE YEAR 2. WHERE JOIST HANGERS AND OTHER STEEL FRAMING MEMBER CARRIERS/CONNECTORS ARE REQUIRED FOR FINISHES TO BE APPLIED. 4. LIGHT FIXTURES,JUNCTION BOXES&RECEPTICLES SHALL BE LOCATED AS DIRECTED BY THE AFTER FINAL ACCEPTANCE. UTILIZED,FASTENERS SHALL BE AS RECOMMENDED BY THE MANUFACTURER TO INSURE OWNER;OR DICTMTED SK.CODE. j. 3. NEW WALLS,CEILINGS AND SHELVING SHALL BE PRIMED AND RECEIVE TWO(2)FINISH .5• MoY= 'C'EK S' 'filJEa'-AL.Al2An"DE�A __�+�"j,I�"� N?tJ'' i:1:A7 NT:012:.t +,t-CkWeL IAII 5N @!y" THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK AND SCHEDULING SUFFICIENT SHEAR AND WITHDRAWAL CAPACITIES. COATS OF PAINT,BENJAMIN MOORE OR EQUIVALENT,COLORS A&SELECTED BY OWNER. �N5rTALAII W SAcAI-SI,L"2plt•1G SPS ANC"ON 1:'Aq Fes- 1.w=l- ?02..aml sez na) -7114 , INSPECTIONS BY THE-BUILDING DEPARTMENT. NO WORK SHALL PROCEED WITHOUT THE 3. DOUBLE ALL BEAMS OR JOISTS UNDER BATHTUB,HEAVY APPLIANCES,PARALLEL ALL EXISTING SURFACES DISTURBED BY THE WORK SHALL RECEIVE TWO(2)FINISH COATS DESIGN COMPLIANCE STATEMENT BUILDING INSPECTOR'S PRIOR AUTHORIZATION. NO COMPLETED PORTION OF WORK TO BE I PARTITIONS,AND AROUND OPENINGS IN FLOORS AND CEILINGS UNLESS OTHERWISE NOTED: OF PAINT. - INSPECTED SHALL BE CONCEALED PRIOR TO THE BUILDING INSPECTOR'S AUTHORIZATION. "--"-'-"' 4. TILED WALL AREAS SHALL BE BACKED WITH Y;THICK TILE BACKER BOARD, DUROCK OR THESE DRAWINGS AND SPECIFICATIONS HAVE SEEN PREPARED UNDER THE DIRECT 1 4. PLYWOOD SHALL COMPLY WITH PRODUCT STANDARD P7 'SOFTWOOD PLYWOOD, 1 SUPERVISION OF THE UNDERSIGNED. THE CONSTRUCTION DELINEATED MEETS THE THE STRUCTURE HASBEEN DESIGNED IN COMPLIANCE WITH LIVE LOADS AS DESIGNATED IN CONSTRUCTION AND INDUSTRIAL"AND SHALL BE IDENTIFIED BY APA GRADE TRADEMARK EQUIVALENT. REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE CODE SECTION 803.2 AS FOLLOWS: "APA A-C EXT". 5. TILED FLOOR AREAS SHALL HAVE TILE BACKER BOARD LAMINATED TO PLYWOOD SUBFLOOR (N.Y.S.E.C.C.C.),AS AMENDED DECEMBER 29, 1986,AND ADOPTED APRIL 1, 1987 i LIVE LOAD(PSE) DEAD LOAD(PSFl TOTAL LOAD(PSF) 5. BASE TRIM SHALL MATCH EXISTING. AS WNDERLAYMENT FOR FINISH MATERIAL. FIRST FLOOR 40 15 55 6, ALL WINDOW AND DOOR FRAMES SHALL BE TRIMMED TO MATCH EXISTING. 8. PROVIDE HONED MARBLE THRESHOLDS AT DOORWAYS AND OPENINGS WHERE FLOORING SECOND FLOOR 30 10 40 TRANSITIONS OCCUR. ATTIC 20 8 28 ROOF(8:12) 3D+8 10 48 MOISTURE & THERMAL PROTECTION, FIRESTOPPING PLUMBING AND HEATING • PSF (SNOW)+ PSF(WIND)' THO AS C. PIEKU OWSKI DATE 1. INSULATION SHALL BE INSTALLED INA MANNER THAT PROVIDES CONTINUITY OF INSULATION 1. HEATING SYSTEM TO COMPLY WITH SECTION E.404.3 AND MEET MINIMUM EFFICIENCY REGISTERED ARCHITECT 9. THE ARCHITECT HAS NOT BEEN RETAINED FOR FIELD SUPERVISION. AT PLATE LINES, SILL LINES AND CORNERS. STANDARDS AS SPECIFIED IN TABLE 4-11 OF THE N.Y.S.E.C.C.C. SERVICE WATER HEATING NEW YORK STATE NO, 15472 15I9q (' '� VISIa�S `� 1��71h?QTIo� 2. CONCEALED SPACES WITHIN WALL, PARTITION, FLOOR, STAIR,ATTIC OR CORNICE SYSTEMS SHALL BE LIMITED TO A MAXIMUM TEMPERATURE OF140 DEGREES(F7 AND SHALL �J--.-- mII94:; APC�kG BXI•.I�A1JF 13ltt1}&� AnI71TIoIJ To R"Vit'w. W�l.1"1LAiL A(Li" 9TAIIt BE EQUIPPED WITH A SEPARATE SWITCH OR VALVE TO SHUT DOWN THE ENERGY SUPPLIED. ..Z 311l�49- .... LrDA,Mg4f:.LOUV h-AVIJEI7j✓SSiT�fjll`1w..GY�JGI .f}'L')7 VII((�VIEyf ' CONSTRUCTION AND AROUND PIPE OPENINGS IN SUCH CONSTRUCTION SHALL BE N SITE WORK FIRESTOPPED WITH NONFLAMMABLE MATERIAL IN ACCORDANCE WITH CODE SECTION 717.4. HOT WATER SYSTEM CIRCULATE G PUMPS SHALL N ARRANGED AS TO BE AUTOMATICALLY . OR MANUALLY TURNED OFF WHEN THE SYSTEM IS NOT IN OPERATION- -- 1. ALL EXCAVATED MATERIAL AND DEBRIS SHALL BE REMOVED FROM THE SITE BY THE 3. USE WATERPROOF MEMBRANE FLASHING OVER ALL WINDOWS AND DOORS. _ I QMI99 F:✓rf. -,-me.. £xP q. v oJLW- 2. HEATING SYSTEM SHALL BE EQUIPPED WITH ADJUSTABLE THERMOSTATS FOR THE2cV;s,ov D G s Gam CONTRACTOR AND LEGALLY DISPOSED OF. REGULATION OF TEMPERATURE OF EACH.ZONE. THE THERMOSTAT RANGE SHALL BE ; r 4. EXTERIOR JOINTS AROUND WINDOWS AND EXTERIOR DOOR FRAMES,OPENINGS BETWEEN 2. EXCAVATION SHALL BE TO A LEVEL ALLOWING ALL FOOTINGS TO REST UPON VIRGIN SOIL• WALLS AND ROOF-CEILINGS AND BETWEEN WALL.PANELS,OPENINGS AT PENETRATIONS OF LIMITED TO A MINIMUM SETTING OF 45 DEGREES(F),MAXIMUM"SETTING OF 75 DEGREES(F), MINIMUM BEARING CAPACITY TO BE 2 TONS PER SQUARE FOOT. UTILITY SERVICES NTH THE ENVELOPE OPE SHAWALLS,FLOORS CAU AND ROOFGASKETAND ALL OTHER TRSUCH OPENINGS AND SHALL BE EQUIPPED WITH A READILY ACCESSIBLE MANUAL OR AUTOMATICMEANS TO ADDITIONS AND ALTERATIONS to the . PARTIALLY RESTRICT OR SHUT DOWN THAT ZONE DURING PERIODS OF NON USE OR i3. ALL BACKFILL SHALL BE COMPACTED IN12INCH(MAXIMUM) LIFTS. OTHERWISE SEALED. REDUCED NEEDS. ROSERESIDENCE 5. INSULATION SHALL BE INSTALLED WITH A VAPOR BARRIER ON THE WINTER-WARM SIDE OF ' �P - �, aiego O THE INSULATION, IN ACCORDANCE WITH CODE SECTION 7815. LORRAINE & DOUGLAS ROSE, SR. Py off. s 8, ROOFING SHINGLES SHALL BE FIBERGLASS,ASPHALT IMPREGNATED,WITH CERAMIC t 95.KIMBERLY LANE - ,OUTHOLI), SUFFOLK CO., NEW YORK COATED GRANULES BEARING UNDERWRITERS LABORATORY LABELS FOR CLASS W FIRE RESISTANCE AND WIND RESISTANCE RATINGS. - " ' THOMAS C. ' P. IE,K.UT01N$KI ""w"" N0 � T 'STS- �(� : 15//9��fourt�eejnth avenue�Mnsed.chit ny )11,5579} // 676-5742 _ 4�1 r W L4. : 1��+ Aft 1 3 OATEi " DECEAfDER 6 7996 SCALE AS,UOTM, OF .♦�•+1' _ .ser.au141. ,•u - Tb e,-48I'0-6.`MAX) - - - - NIM.WM0 '--*AOZeF -- - EF STP-t=r�Nlt�iUr' — - - _ GGGf� SIT' �A�-tit�rAY�ni. \V _--- laG.-ro Co�uMJ— L ADDITIONS AND ALTERATIONS to the el, ESIDENCE CO LORRAINE & DOUGLAS ROSE, SR_ . s . 95 KIMBERLY LANE — SOUTHOLD, SUFFOLK CO , NEW YORK THOMAS C. PIEKLITOWSKI DeAwINCNo. L Sr assn �Ql Q R C G-J' 0 T .o cIf BRED Aft C, 159 faurleenth avenue • sea cliff, q. 11579- 676-5742 DATEKPJeM15,1i.001. SCALE' AS NOTED ' -!F 4 4- VV 41-1y2' ui-yn 3,�yL„ 213y4i1 I,-9#}' Z!'In %L'I Yy - -- 'lJD7%2'I-- '�L%n ' -I'-99/,IJi -193/qn -2'V IL- '1 ti__ . 2o5m to - Fx I r�aA 2os� 405° 204 C21 [xko G5q, 143x5s - -- - 1I0m=T'p1IS" 15 01"1�5 7 :4 NEJ lul— 'Lw ri, _VjG - — Zu c0 In 4"rf10 -.-°✓r_a._�_- -- On 0 V , � 9 - _ d WL'�V 4x4 Fby( ' i (�)21(S_fi,•NT72 � a -, , Na. ati 4x4 P0`�iE.- - _.: a�+aJ��x. I�nutYwi� G- �5e-wp - 4gDcra¢—U1 r2 WA EG G�. 0wil I �o,,y_ ¢ ! � wi _LlN�iows - W P2AME WALL-_ LOW _ -- - • 5J ICpff )a s 4x4 g�e70 r�ns� Heave� w-a'xq,vasrs - � II � w �)j3 k9wAw 1 N ro 1 I \ fIt'Ir.V �cl5r• tct� SAu_a�Y 3 �Aa!, If �Lti� --- --- - - — y # n+tC-P,�VcS 4'r-Wb>✓`{ G4'oyyT N _ ' - — — — — . . =q•,r<a'I- _ � NACU.. ,_ _ sc•_uJ 10x12----- --- lIk Gl. PAlbr .. _ ._ _ 9A1u1 (� 1 _ I — - --- — - — — -- Q �� ��= � a 4><4 � III -{•I -- � 4�La, — f 2-a" IUNL3(Cl,V, - CLO - + 4 9 °� N -1 � � CAS) � 3 / _ •. �k.�ow.�a..-wm' — -� �Y�' � ����-�{ I�� i — — � - I� N max, trDDn�M- - qt \ Q I I I 1 PAi F:IfZ_5T z PLIPART 5 ( LOOP .. k �cAe ; 1144 lI'O" 1/4"=1'-0'' r� ,�, �, _ .,nom__.-✓`�_ -/`��J`�_ �� LI- g115I9q r-Lilal_D P5051,i 4 G-A1LIF14ATbN5 7j _ (oIZ5�99 Ap0�17 L?tt. HCLF 6Ap1 4G.. ppDITIgJ F7 flVuir ft.QpK-Y�GEU.Ovc /�KG,S'FA11� _2-- 3j Niel AwtO62AA.5PAce Lov\M*IAaw4 fo -fLMftw s >a.-r&Uti Zlw 1 11411 r1IZ5 PIafe- Ex P. � RmF Ovi ys e"Tx-e = DATA R+,/151oN 9E S �RIpTInN ADDITIONS AND ALTERATIONS to the ROS RESIDENCE C�QP� ` PI`r`°T yo LORRAINE & DOUGLAS ROSE, SR. 95 KIMBERLY LANE - SOUTHOLD, SUFFOLK CO., NEW YORK THOMAS C. PIEKUTOWSKKI DRAWING No L=am P 4�2 rJ R C H U 7BE C II �Sp 015 a'C" 159 fourteenth overrun • sea cliff, n.y 11579 676-5742 ..—__ DATE: DECEMBER 8, 1998 SCAL�E'11,A�S.,_N�OTED 4OF I IP40141: IJKAU� k 006ULAnnrs - — qtr. f•-wAu (IP AV112) - „ apWP-P ekl/7r._ 21�' 3r'l 31,)x„ 2r3o 1"42' - �� 4wr�ynME �� Fw «� Z 'in, 'Y'd, -- - �" I � �} 51�✓r l�LYaJ21 (f1- (1'n- (3)2do Tmlwueo I / I - �BrZA `�Eyh - PillPillE+(f-IYU6 ��aI Nj1 _ c>� suNaG-u�w�vuav - _ 4 2'B1AM,00 6x I1-01 - --- - fb�Iy �'• — - I ' A P. 1 (�12%10'i! x10'J (3�1.1f10 T�IMM6.'LJ _ _ W..w.?%.1t1AU, -- -- bc. tu• 411y.,rti+J I WAw -- RcMvJe �.SI�uG}t5 _ � y 1�. -��AIgE �-O�alIP1Gh =L�i . �1, _r✓Nf.DIP�NI�J(Ah_�,IiPU(�� j fnu Ow PAMs IpT�GWiti raa�Cilluls hm*,00011g,W � AL4, - - ,MASrEI�_ RcaUl SUIS 0 �)('Zwozr Rom ItYv � C3)'7xIP-rolmMEte� -P -. -- I WAccW/V2"'-PIK-ove ix, _ - �c 131 2xtP i 0 _ Imo• �1Zclo-'� 4, \\ g�. L - GY�a�M-WAU,-L��aAAfv& g•ll-PATE- INSULkTb9J k—F - \ _ _ \� - IIPL pSTAYL�AIIT GAUIJV�L rX,&APLZV'54 l7i _ '(2)'1d(l0D*.Wl-41* L�� D"fYhrMMe12 - Tw,op - , 2u4-//.A_�rnsple+; WAw(i_RATP04A 4!�oG'r-- AaTiJATt'iv PAsTr;,ar;-v� OP'2x6�1(a"d�c,ku�3.4� 'T¢G --- --- : u 1 ADDITIONS AND ALTERATIONS to the fw ESIDENCE o" LORRAINE & DOUGLAS ROSE, SR- , ti 95 I<IMpERLY LANE - SOUiNOLD, SUFFOLK CO., NEW YORK THOMAS C. PIEKUTOWSKI DRAWING W. n oi54o'' A R C H0 `I� 0 C- `1f 2A 159 fourleenlh avenue • sen cliff, n.y. 11579 676-5742 DATE" I\IOJ PAe l2� 1 &vz SCALE: AS NOTED OF —JI'Ie� 4— -rcvovo-eX(yG.M"wme poorp ��GoP .s vPaF - __�AttiuN! R+411.ING5 ,°� Y�'D 1U u1�i6+1G _ _Exf�Vula�-WAw k5 -- - -- -- Rfvrnov)w BSM ofte4MM 5 D W con T df N OVL-151k 2oMo L2)'logt7 2allo -I I H W�aro2 I -rnar� J'Ad' 11 ID" -- S S pa I 2' Ida , ' �� 2• lo, � Y. r -- I j VV O _ I II I O I O p - -quit -fz7"-(PLw) I Ll 1 I ADDITIONS AND ALTERATIONS to the o E RESIDENCE LORRAINE & DOUGLAS ROSE, SR- 95 KIMBERLY LANE – SOUTHOLD, SUFFOLK CO., NEW YORK THOMAS C. PIEKUTOWSKI DRAWING ND. i oLsnrro ;V� �a r, cm R T L C u 159 Ddcee1nlh avenue - sea cliff, ny" I1579 676-5742 17 0— . ' ' - DATE ` M'Ps �P �J 'L SChLC. 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PIEKUTOWSKI ORAING NO �. 154' (� R C H 9 T LAS c lT 159 taurieenlh avenue sea Cliff. n y 11579 676-5742 DATE DECEMBER S. 1998 SCALE AS NOTED ✓ OF,3__ _ --A45�-7 Co or- -7 pm* �wi00 of gwfr 5rAmlev - - - -- " - �31.2ura�4pa--- _ �2 CrVI°�iuM_WAU - jpya7.�1u15M I ;I \ NGS Lxlb A7f0 -I�_o,c_WIM-CaaALW t✓V49 - - I�..II- rPXjfi INsuladfl .. . -E,�GAIi _lM.- I \ �\ �"'V' QI-`rW"��NIF1G1_ti�%Y�-YJAT(InKUL4iInJ � � UfJIhIDY_(1F_ - \\\ CA �e�rl�warrrlrl ai IzA d rr7.� �a �-wr�u I —O �ar �/,� +r -- dLJb�f'�XI'lI --- � I ?af�i-I/o_0_G_� RAre�ITIuNf�DIVt�12 i ti 8 — {Uulrv�M. wfv�o�s14 1rw� y _ �klh( 'lrtlO :k14f9 - A O+l �rYAa.o, _ 9� 1 onem. 4aM�_Yw� wl - \ _ s �{avrna�cnnl�Tei CV-f,VO4 vaw -�'- Iw _ I_ s 5/Yxlo(A3�1A Pa�ARn.w � _-;oPd��i _ - .� - c� � - --�I�Afr6wafi ct DucAav & RVA W afP N(. 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VCAV� 15N, -O�L� }�l`d�.��01� - ` � � I � f+V, lam•— G.1�' -- - � ._. - Vi'tW,*xWM -�1 IN 1°ter,_wdu -==I = 2cm7rurnc� lmo.a w/ AlG4x�29Is - - - I�''lo„LONG - - -Auawt�-NAIutJ�1 - wA ?�vr�ac, asxlx- eAk)C;7 - - AAtivolx, aa'MIN,VPPAfhOF —-- 17G• Rc�F 9TW�d�N1�E=-U, r2 ; r2 q(IhT�X101-hFI�J(f}411Ye>� _ - Md15MaEGUAJ7DAS ADDITIONS AND ALTERATIONS to the �� �I RSD�D 1NSTdW New Yw�v- �o 013t- rGG�a� ROSE RESIDENCE ASN M�MPJ�AKIE C�- JE - �tiF sc. Pi rc�/ G EORRAINE & DOUGLAS ROSE, SR. 95 KIMBERLY LANE - SOUTHOLD. SUFFOLK CO . NEW YORK THOMAS C. PIEKUTOWSKI DRAWING ND. I � 7 ' L. ✓ ,..a'"� U E U 3, II i_ 159 fourteenth avenue � sea chfl, tr. 11579 676-5742 G�/jAL�--'� r� .. -� \ t --ice DATEN6vYll� Cj 1 -L SCALE AS NOTED OF