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HomeMy WebLinkAbout25807-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-27202 Date: 07/18/00 THIS CERTIFIES that the building ADDITION Location of Property: 1095 AQUAVIEW AVE EAST MARION (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 21 Block 2 Lot 14 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 24, 1998 pursuant to which Building Permit No. 25807-Z dated JUNE 21, 1999 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 INTERIOR RENOVATIONS, CONVERT GARAGE TO HABITABLE AREA & DECK ADDITION TO EXISTING ONE FAMILY DWELLING AS APPLIED FOR & AS PER ZBA#4676. The certificate is issued to ALBERT & DONNA PALUMBO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 25807 05/01/00 PLUMBERS CERTIFICATION DATED 07/18/00 VANETTEN PLUMBING Authorised Signat e 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. 25807 Z Date JUNE 21, 1999 Permission is hereby granted to: ALBERT PALUMBO 1095 AQUAVIEW AVE EAST MARION,NY 11939 for CONSTRUCTION OF A DECI( ADDITION AS PER ZBA DECISION #4676 FOR AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. at premises located at 1095 AQUAVIEW AVE EAST MARION County Tax Map No. 473889 Section 021 Block 0002 Lot No. 014 pursuant to application dated NOVEMBER 24 1998 and approved by the Building Inspector. e $ 75 . 00 r a(rr'4"V' Q4ji... 10)JU71 X71 Authorized Signature 0 CaN�ev( GARAbb 'lo NA6KdBL� �RGR ORIGINAL Rev. 2/19/98 Form No. 6 TOWN of SOUTHOLD a61 27 �# 030 BUILDING DEPARTMENT !i 11 1v in i J TOWN HALL C' 765-1802 7r'.•c.; O'r S' OTFIGLD APPLICATION FOR CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: 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 statement from plumber certifying that the solder used in system contains less than 2/10 of 1Z 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 a 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 $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 - .25C. 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date .7:/3=O D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . New Construction. .. . . . . . . . . Old Or Pre-existing Building. . . . .✓. . . . . . . . . . . . Location of Property.�09$ A9UA4/��J �flLIJUE ./4aT I. . . . . ..rr , , , , , ,, , , , , , , , , , , , , , , , , , House No. Street Hamlet Onwer or Owners of Property!f�mffRT Y Dan1NR Pf}L(1�11190 .... .. ..... . .. . . . . . . . . .. .. . . . . . . .. . . . . . . County Tax Map No 1000, Section. ..!�t . . . . . . . .Block. .. . ^ . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . Subdivision. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .F,iled Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . Permit No. 2 5 8 5 7? `ti . .Date Of Permit. . .. . . . . . . . .. . . .Applicant X —r .[!:-Kfno P. . . . . . . . Health Dept. Approval. . . . . . . . . . . . . . . . . . . . . . . . . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . . . Planning Board Approval. .. . . . . . . ... . . . . . .. . . . . . Request for: Temporary Certificate. .. . . . . . . . . Final Certicate. .,' . . Fee Submitted: $.o.7Jr . . . . . . . . . . . . . . . . . . . . . . . . JJ . . P . . . . . . . . . . . . . . . . . . Q2G.Se I83 APPLICANT Com e?7a0 2 LONG ISLAND ELECTRICAL INSPECTION SERVICE, INC. 670 Middle Country Road a Saint James, NY 11780 Tel: (631) 265-3075 Date 05/10/00 Application No.an File 099976 8dldingpernNNa.25807 THIS CERTIFIES THAT our local d aria inspector conducted an inspection of the visible portion of dearical iattallotian described below and introduced by the applicant annual on the above application in the penises of - If ALBERT PALUMBO 1095 AQUA VIEW AVENUE EAST MARION in thefollowing locations; ❑ Baseatent Cl 1st Fl. ❑ 2nd Ft. ❑ Outside Section Block w %asesmminedon 05/08/00 E found to be in compliance with the current edition of the National Electrical Code. ❑ this certificate nay be accepted w a getter ofApproval'tho all circuits are in goad working coMdiuion,no ovcriaaded,and all wirml,fwwa and other electrical equuiptnent are in standard condition. FEATURES RANGES COmIWG DECKS OVENS DRYERS FIHPFAXS SWRCHES RECEPTACLES GF1 DINNER N1GINDESCFNEI FLUORESCENT I IIID AMT I SIZE AEtr, SIZE ANE. SIZE AER. 612E EXHAUST PADDLE 22 14 6 1 17 1 3 1 1 1 ` 3 1 DO I LAUNDRY lHOT04GEOUIP.640TOR EXIT EMEP6, SUSFEED TIMER TRANSFgi1EIB AK Et1111P ORS GENERATORS ANT. 612E ANT. SIZE ANT. H.P, 616XS LIGRT AYT. SIZE ANT S1iE ANT AMP TTPF AMR. N.P. ANr. SIZE 1 e POOLS MCAD WATER HEATER I TRACK %CTI SERV E INFO ABV ❑ NOT DEIECT LTG TEAT SAW WLTI TOII NO OF TUB ❑ AIR. gZE ANT. NZE qF6 IFI TYPE ANPACRY PHASE PIIA4 VOLTS SIIIATYPE ILETERS eLo ❑ VAPRL 4 8 F POOL ❑ OTHER APPAHATuBGarage Conversion to Living Space 1-24 ' x 18 ' Kitchen/Living RM/Dining TMs aw rime a not intended as an apptovd or gwra Hee of eiaDtinl rm & Bedroom e14r� wBrdOwasmyneekcr�BqupmwRBnam�mna B:ddmB. I"da Naoduabon of additional wAx nant or Wwffwms,RppiNaoal shall be pomp*made kN mpenon. APPLCANT. ALBERT PALUMBO 261 NASSAU STREET MANHASSETT, NY 11 030 6EtE R 0 a WHITE-ORIGINAL COPY YELLOW-MUNICIPAL COPY• PM-AGENT COPY •GOLD-OFFICE COPY %q FOL -- Town Halt, 53095 Main Road yzzFax (516) 7651823 P. O. Box 7779 _ T©lophon© (516) 7651802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD F.. r)", PF^T. C E R T I F I C A T I O N DATE:O7 -/1- Building Permit No. ' S275 7� Owner: /�/ pQ.&1X'6n (pl�/ease print) r Plumber: J1,4/V 67�eN /Fot / Oo08— (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. &t-r i 6V�- (Plumbers Signature) Sworn to before me this /¢` day of °Zoac� Notary Public, b n '� County Notary Public, State of New yo* . 951364 Qualified In Suffolk Coy Commission Eviras May 2Z 00( M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ kFINAL [ ] FIREPLACE & CHIMNEY REM KS: �l � '��' , a G/h DATE INSPECTO NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE PART 6 WORKSHEET THERMAL RATING METHOD ONE- AND TWO-FAMILY BUILDINGS BUILDING PPS-V1`t� � ROSS FLOOR AR A 3Co� ADDRESS ID95 �E �UIMB1ER OF�STORI S DEGREE DAYS ACTOR, ARCHITECT OR ENGINEER TI f(7Mc 1 1- ADX RJt cp ARr' t-4eW Yolk . t--��(- it>I2y TELEPHONES 4'�Z(o"7�{�✓� S T o2i�6 -ap �O If the building does not meet the following pre–qualifying conditions, Part 6 of the Energy Code may not be used. YES NO V_*� — Building is one– or two–family residential . V/ — Building is detached. Aef _ Building is less than 5,000 gross square feet. Building is three stories or less in height. — Entrance doors have a storm door or certified U value of .40 or less. Glazing area/gross wall area is equal to or less than: 24% if 5,000 degree days 23% if 6,000 degree days 20% if 7,000 degree days 18% if 8,000 degree days 16% if 9,000 degree days If all of the above conditions are not met, either PART 3, PART 4 or PART 5 of the Energy Code must be used. 41 SUMMARY OF TOTAL THERMAL RATING If the Total Thermal Rating is zero (0) or greater, the proposed design for the building envelope complies with the Energy Code. THERMAL TABLE AREA U-VALUE RATING USED A. ROOF/CEILING 310 .050 0_ (owl B. NET WALLS C. GLAZING Window 14sZ .03Lo 4-3X (e-3 Window Skylights 1 Dl . FLOORS D2. BASEMENT/CELLAR WALLS Wall Perimeter Feet Exposure Above Grade Feet Wall U`Jalue Depth o'F Wall U-Value Below Grade Inches 03. SLAB INSULATION Slab Perimeter Feet Insulation R-Value ,fig E. INFILTRATION CONTROL Conditioned Floor Area Sq. Ft. F. SOUTH FACING GLAZING South Glass/Total Glass Percent Gl . Area/Gross Wall Area Percent Conditioned Floor Area Sq. Ft. TOTAL THERMAL RATING .yam oeA� Ao a �y Q21401 U T 45 FOF NE\14y 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ FINAL [ ] FIREPE & CHIMNEY REM KSAll - r-- DATE INSPECTO /I j- u 4;,f�765-1802 BUILDING DEPT. �6 INSPECTIO [ ] FOUNDA ION 1ST [ ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY DATE INSPECT O ` 012 765-1802 BUILDING DEPT. INSPECTIO [ ] FOUNDATION IST [ ] UGH PLBG. [ ] FOUNDATION 2ND ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLA CHIMNEY REMARKS: DATE ° INSPECT 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [yH PLBG. FOUNDATION 2ND ATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: �),Ao2y-�Luct.�, -�� DATE INSPECTOR 7"-1802 BUILDING DEPT. INSPECTION [ ] OUNDATION IST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLAC & CHIMNEY REMARKS: DATE INSPECTO 91103/2000 , 16: 01 E169979122 WESTBLIRY STOVE PAGE 02x'02 There must not be am obstruction such as bushes, Your fireplace is approved to be vented either through garden sheds,fences,decks or utility buildings within the side wall,or vertical through the root. 24"from the front of the termination hood. Only venting components specifically approved oo not locate termination hood where excessive snow and labelled for this fireplace may be used. or Ice build up may occur. Be sure to check vent Minimum clearance*between vent pipes and termination area after snow falls,and clear to prevent aombustibte materials is one(1s)inch CM mm), accidental blockage of venting system,When using except where stated Otherwise. snow blowers,make sure snow is not directed towards Venting terminals shall not be recessed into a wail vent termination area, or siding. Horizontal venting must be installed on a level *Check with local codes or in the absence of same, plane without an Inclining or declining slope. with CANICGA 6148(.1 or 2) mstallation codes . ;egarding special vent termination clearances. SIDF WALLI VEN,r)NG 'For US.A. Installations follow the current National f=uel Gas i-ooatlon of Vent Termination Coos,All Z223A, it Is imperative that the vent termination be located observing the minimum clearances as shown on this page. L - �. 0 P-`{rj�' Fpw, Gbsetl ,,fir _ - - --�Y,:,;:<+•. A Nf TERMINATION CAP ®AIR SUPPLV INLET ®GAS METER RESTRICTED AREA (TERMINATION PROHIBITED) Fig,13 A. clearance above grade,veranda,porch,deck,or H= 'not to be lnstalied above a meter(ragulator balcony 1"12 inches 00 om)minimum] assembiy within 3 flet(80 em)horizontal from the S== clearance to window or door that may be opened 1 centro-tine of the regulator 12 inches(30 cm)minimum on top and sides and f= clearance to service 7e9.i7ator vent outlet)"6 Feer 24 inch(60 cm)below. (1.8 m)mirxmumj - - C- oilarancv to permanently closed window(minimum J= CiearMce to ran-mechanlcaJ a r supply in1�t to 12 inches(30 or")recommended to prevent building or the combustion air inlet to am,other - condensation on window] lfreplace['12 incites(80 cm)minimum] V= vertlxt clearance to vvntdated soffit located above K e clearance to a mechanleai air supply inlet("6 foot the terminal within a horizontal distance of 2 feet (1.6 m)minimum] (60 em)from the centre-fine of the terminal 178 L= r clearance above paved side-walk or a paved inches(46 cin)minlmumj d4vewaylocated on public property j"7 het(2.1 m) minm Clearance to u»vantllatad soffit(127nchas(3D cm) M_ clearance under veranda,porch,deck,or balcony minimum #] F= clearance to outside tamer see nein C18 inches 146 page cm)minimum G= clearance to inside comer see next page 7 a vent shaft not term+nate directly above a aide-walk or paved driveway which is located between two single family dwellings and serves both dwellings" { 3 only permitred if veranda,porch, decx, or balcony, is lorry open on a minimum 2 sides benesth the Noor'as specifleir in CAN(CGA 8149 t 1 or,4 Install;ton Codas(199 f)Note:focal Godes or Regulation may require 7 diffa vrit clearances For U.SA InstaNatfons follow the currenr National Fusi Gas Code, ANSI Z223,1, .g. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL Date: January 12, 1999 To: Mr. Albert Palumbo 1095 Aquaview Avenue, P.O.Box 602 East Marion, New York 11939 PLEASE TAKE NOTICE that your application dated November 24 , 1998 For permit to Construct of a deck addition to an existing single family dwelling at Location of Property oMa Aquauiew Avenue East Marlon New York County Tax Map No. District 1000 - Section_ 1 - Block 02 - Lot 14 Subdivision: Filed Map No. Lot No. Is returned herewith and disapproved on the following grounds: Under article XXIN'. Section 100-244., Nonconforming Lots. Lots with less than 20.000 Square feet shall have side yards of ten (10') and fifteen (15) feet and a total combined side yard of twenLy five (25') feet. The existing side yard setbacks are ten& four tenths (10.4') feet and twelve (12') feet. The proposed side yard setbacks are ten& four tenths (10.4') feet and eleven (11') feet. V James A. Richter, A. / Building Department l%" TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL Date: January 12, 1999 To: Mr. Albert Palumbo 1095 Aquaview Avenue, P.O.Box 602 East Marion, New York 11939 PLEASE TAKE NOTICE that your application dated November 24 , 1998 For permit to Construct of a deck addition to an existing single family dwelling at Location of Property 1095 Aquaview Avenue East Marion New York nouse�� 2 reg am e County Tax Map No. District 1000 - Section 21 - Block 02 - Lot 14 Subdivision: Filed Map No. Lot No. Is returned herewith and disapproved on the following grounds: Under article XXIII. Section 100-239.4.A (1). All buildings located on lots adjacent to sounds and upon which there exists a bluff or bank landward of the shore or beach shall bee set back not fewer than one hundred (100) feet from the top of such bluff or bank. The proposed deck is fifteen(15') feet deep & is located ten (10') feet from the bluff. James A. Richter, Building Department V PRP �DON zB1j NAN c1[ONNOLLY! l ; 18 ;I1fliw0t u11,nl-N;lWWfYhff;iNV ��� 3 - l� �i Ju�, 8 M a I BLDG.DEPT. James Richter TOWN OP SOUTHOLD Department Of Buildings Town Of Southold Southold, New York '11971 June 14, 1999 RE: 1095 Aquaview Avenue, East Marian, NY 11939 Dear Mr. Richter, Per our telephone discussion last week, I now submit copies of our revised drawings for the Application at the above address. The size of the deck has been reduced to 17'-6" wide by 12'-6" deep, in accordance with the recommendations of Zoning Board Of Appeals letter and determination dated May 24, 1999. Please call if you require any further documentation or drawings from this office. Thank you, Brian Connolly C.I MyFileslPaOunbo-HouselBLD-Dept-004.w pd "I,,?r- ':� - / IF Pa�P�ooN zi KR .of[ g1°fAff�T-.� ! A 1 11 IAf ,A 11TqEII,E i4II1 W f�Oqq�I�iI�IVHI�BBI3 ' ' lig K Department Of Buildings Town Of Southold Southold, New York 11971 November 19, 1998 RE: 1095 Aquaview Avenue, East Marian, NY 11939 To whom it may concern, On behalf of our clients.Albert and Donna Palumbo,we hereby submit the enclosed Application to construct a new wood deck at the rear of the existing house at the above address. The following materials are enclosed. Surveyor's dimensioned map of the subject property, showing proposed location of the new deck. The location of the'Coastal Erosion Line'has been transferred to that map and has been based an graphical information provided to us by the New York State Department Of Environmental Conservation. • Architect's Site Plan showing the proposed location and size of the new deck. Typical section through the proposed deck showing proposed foundations and materials. Owner's check in the sun of$75.00, Application Fee. We respectfully request your early review and approval of the enclosed application. Please contact our office if you will require any additional documentation of the proposed work. ,1 Brian Connolly 1 C:IMyFileslOalumbo-House IBLD-Dept-001.wp d 1AA '{gII(IANN•DAMST}R' [�T� yEW■VuORiy^( N�J1({�0 3 807-87.i - PNNOPALSS.D DON ZIVKOVIC AIA•BNAN�CONNOLLY AIA ���Ii11dMt�1i.Y�EA�V41141i1�1�f siYliiAiilf!�y,f�'d James Richter t Department Of Buildings para 2 5 FA �! Town Of Southold Southold, New York 11971 '' "'r nrQ'f ) • THnLO January 19, 1999 RE: 1095 Aquaview Avenue, East Marian, NY 11939 Dear Mr. Richter, Wo understand from you that the Application for the above property (previously submitted on November 19, 1998), has received two disapprovals (side yard encroachment and rear encroachment into bluff zone). Two of our client's checks, in the sum of$25.00 each, are enclosed as instructed. We understand that we must now apply to the Zoning Board of Appeals for the variance required to build the new rear deck, as intended. Please mail a copy of the ZBA Application package to me at my office address. Thank you, Brian Connolly `J CAMyFifesTalumbo-HOuseWLD Dept 002.vod a Olt t , ' I ��yy� IS � i Albert & Donna Palumbo 261 Nassau Avenue Manhasset,New York 11030 516/627-2372 December 16, 1999 James Richter Town of Southold Building Department Southold Town Hall P.O. Box 1179 Southold, NY 11971 Re: Permit No. 25807 Z Amended Building Plans for 1095 Aquaview Avenue, East Marion Dear Mr. Richter: Enclosed are amended building plans being submitted for your review. We have already been issued a building permit (25807 Z) for a rear deck and interior renovations and would like to amend it to incorporate an additional bathroom and to make the existing garage into a study. The additional renovations are within the existing footprint. If you have any questions, please contact me during business hours at 516-896-3124. Thank you. Very truly yours, � �4 Albert Palum o Encs. 1 Albert & Donna Palumbo 261 Nassau Avenue Manhasset, New York 11030 516/627-2372 September 8, 1999 James Richter Town of Southold Building Department Southold Town Hall P.O. Box 1179 Southold, NY 11971 Re: Permit No. 25807 Z Amended Building Plans for 1095 Aquaview Avenue, East Marion Dear Mr. Richter: Enclosed are amended building plans being submitted for your review. We have already been issued a building permit (25807 Z) for a rear deck and would like to amend it to incorporate the house renovations. The renovations are within the existing footprint. I am planning to do most of the renovation work myself and would like to order the windows as soon as possible since they are custom and will take extra time to obtain. As I would like to have the work completed before winter, please let me know, at your earliest convenience, if I can proceed to order the windows. Also enclosed is a blank check, made out to the Town of Southold, for the building permit fees and a copy of the survey. Thank you. Very truly yours, �r-� 4 Albert Palumbo 0" ; ,�yr a0Ur Thomas N. Fox, RA 160 East 88`h Street New York, New York 10128 212 876-7450 25 January 2000 Mr. James Richter Building Department Town of Southold P O Box 1179 Southold, New York 11971 Permit #258072 Palumbo Residence 1095 Aquaview Avenue, East Marion, N.Y. Dear Sir : This letter is to certify the use of insulation with the following R-values in the Living Room / Kitchen area of the above referenced project, presently under construction. Ceiling: R-21 Walls: R-15 Floor: R-19 Attached is the New York State Energy Code work sheet showing compliance for this section of the house. Yours Sincerely 4W4 5bop Ago�,PgS!V. A Thomas N. Fox, RA ®r,; �Tq7, 02146a yp� FOF NE`N SLD INSPECTION RRP=ORT== =D ____-���=iise,=== CO?4ENTS==a===y=====__> -�.- :.� H UNDATION ( 1ST) — —u M y UNDATION (2ND) m u6owz UGH FRAME PLUMBING „ n cn ISULATION PER N. T. STATE ENERGY CODE xi— OA-ee . GU/y qq S¢ -- n i cu FINAL a „ 00, ADDITIONAL COMMENTS: ._ YJ6 u��f-yZ.i LA rV 5 7a rl o i ' " S j# q Dsc.K ReWSIPJ5 , Aw Wa�K w Zu 76o, H BOARD OF HEALTH . . . . . . . . . ...... 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: ( JLP1^ ���- 3iz� CALL 516/627:23.73 . . .. . Examined.................. 19.... MAIL TO:Albert. Palumbo . . . . . Approved....�.21......, 19.Q� �t No. .�SQ z61.Nsr�sau.8va............... Disapproved a/c ���9�1 ¢6zr�faF� •....... llanhas.9et..�9Y...11Ci3o........ ................................... ... ....... ZBA APPBR� # 91a9(o ..... . ...... (Building Inspector) 0 PPLICATION FOR BUILDING PERMIT Date.. . . . . . . . . . . . . . . 119. . . . INSTRUCTIONS a. 'Ibis application must be completely filled in by typewriter or in ink and submitted to the Building Inspector e 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan slowing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property omit be dram on the diagram which is part of this application. c. The cork 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 shall be kept on the premises available for inspection througout the cork. .e. No building shall be occupied or used in ubole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector, � APPLICATION IS HQtEBY 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 otherapp11 1 , ordinances or moval Regulations, for the construction of buildings, additions or alterations, or for reor tion, as herein described. The applicant agrees to comply with all applicable laws, ordinances, build' iog code, and regulations, and to admit authorized inspectors on premises and in build' ,, nece i t: (Signature of applicant, or name, if a corporation) 261 Nassau Ave, Manhasset, NY 11030 ................................................... (Bailing address of applicant) State uirether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or buil, ApQlicant ER is_ OWN Name of owner of premises -Albert.an..d.Donna..Palu.mbo .. ...... .... ................................................................ (as on the tax roll or latest deed) If applicant is a corporation, ppsignature of duly authorized officer. NOT APPLICABLE ................................................ (Name and title of corporate officer) BuildersLicense No. ......................... Plumbers License No. ......................... TO BE PROVIDED AFTER Electriciams License No. ..................... CONTRACT IS AWARDED Other Trade's License No. .................... 1. location of land on which proposed work will be dare..Rear of existing single_family residencei,_.,_- located at 1095 Aquaview Avenue, PO Box 602, East Marion, NY 11939 ..................................................................................................................... House Number Street Hamlet County Tax Map No. 1000 Section ........... Bloch ...?............ lot .. 14........... Subdivision .... none�............................ Filed Map lib. ............... Lot ............... (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Wstinguse and Single-family residence b Intek use and Simple-family residence . (no ........................... Y9-ROM MAIC P133Jl4M 1hdV wrsN In 91r,12.aBtlu9 Vwmat+i 06loSoe0MtO.0" #moo fty ws✓r ni befflifto •C14S.!t yhk at.m.;x3 noaaas lwe 3. Nature of work (check wldch applicable): New Building .......... Addition .......... Alteration ..X....... Repair ............ Removal ............. Demolition ............ Other Work .................................. 7 s -7 (Description) i. Estimated Cost .$2:600:00 ............ fee .....`........................................ (to be paid on filing this application) 5. If dwelling, number of dwelling units ...1........ Naber of dwelling units on each floor single-family) If garage, cumber of cars 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use...................... 7. Dimensions of existingstructures if 28 2 ft 28 2 ft Depth 44.3, ft , any: Front....:........... Rear ' Height ......................... ltxd)er of Stories ..1................ Dimensions of sestructure with alterations or additions: Front .2$.2.ft re ..... Rear . 28.2 ft Depth ... 44:3.f t,...„„ Height .................... Nudher of Stories ..1........... 8. Dimensions of entire new construction: Front ..4$4me) ...... Rear28;2f t, deck „ Dept 14, ft ,deck_ Height ............ Nmber of Stories .(deck - not applicable) .......... 9. Size of lot Fi'. 60' +7- frontage Rear 41 38 ftct 205'-220' (see mapp) . ................. ................. acwlr1A'G:'G1tPId!t1f'k* 10. Date of Purchase ...1-28:98......... Hare of Former Owner ..g�acgueline G;_ Bauer.&. Alice R... Giblett 11. Tare or use district in rdrich premises ares$tuated ..R:40.,_,Reside. ... ... .. ..................................... 12. Does proposed construction violate any zoning law, ordinance or regulation: ........................ 13. Will lot be regraded X................ Will excess fill be removed from premises: YES NO X 14. Names of owner of premisesAlbert Palumbo __..._.. Address 10�S,Qguay��y.{vq......... phone No 477-0767 Name of Architect Zivkoyic Assggiat�,s,Qxcilfl��> gess 100 Vandahp St.,NY, 1001 „ phone X12,8Q7-85 ......... ..... Hare of Contractor (To be determined) ............................... Address ......_........................Phone No. ......... 15. Is this property within 300 feet of a tidal wetland? * YES .X....... N) .......... *IF YES, SOUIB" TDidi TPEIMI M HE REQUI[1ED. w PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block ember or description according to deed, and show street nares and indicate whether interior or corner lot. SEE ATTACHED SURVEYOR'S MAP STATE Cr NN YOM, Y O"ry Cr ... Fwn..ldC ...... ec AL �s�..p�L .c .Q<<J................being duly sworn, deposes and says that he is the applicant (Nam of individual signing contract) above maned, Ile is Lhe ....ONNVP . ............................................................................................... (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have performed Lire 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 belle(; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ........1 2......day of� .-.)w........19.?. ... X Notary Public '�L KATFNEENt11l1t�EAAIX rY� . ................ Na 01 a 1Now 80 Yolk L (Signature of Applicant) QuWMed in New York Cburft ON"Nasion Expire"July 31, Ocf BrunmD,lnc,B11T0 Form!!lT6 ' D7 S 84-38 RPT TITLE No. - C `soQ Sgpo �v wy rFt Gr co u E�q�a .rte eo 576Ps O nn ^ ch PROPOSED NEW DECK WIDTH �f m ga.z ISHOWN SHADED:- 28.2 Feet (same width 0.4 as house) t 00 AF`FiEMAPTifr!!o�X°E/F�,.4UoTGE/�Yp�C''9o,CgCA�/ToPie90w✓our.E8ofCYTG6�✓.Qpe.t4 /vPwh�9/PCt 7 ; X(ST n I f'[oT7%,✓C o!/L)/� ,(io/' GUAy9.(/TfEO, DEPTH - 15.0 Feet incl. steps r m / sTy. FEz To AEq/4L PynTo4 pgpy ^ �,L : Rnn. .v_'so•G/7-d,�� sysErTG .� ¢9, SEE ARCHITECT`S DETAILED O `, DRAWING FOR ADDITIONAL A m uap DorEo 9Zg-/5B8 • DIMENSIONS AND INFORMATION ss ' r °• I rl 2 m I r O 11Q) � o SUF-FOI-K- COUNTY TAX AARP DIST. loco SEc. 21 BLA�L . Z c_oT 14 �M6NOEO //•03-J'8 • • Sa6 //eTE> PALUMBO RESIDENCE 1 0 9 5 A Q U A V I E W A V E N U E E A S T M A R I A N N Y 1 1 9 3 9 SITE PLAN PROPOSED NEW REAR DECK ARCHITECTURE DESIGN PROJECT MANAGEMENT 100 VANDAM STREET, NEW YORK, NY 10013 TELEPHONE (212) 807-8577 FACSIMILE (212) 807.9576 LONG ILA ND SOUND APPROXIM/OF LOCATION "COAST EROSION LINE' AS IDI D TIFIED GRAPHICALLY ONLY NOT DIMENSIONED) GOVERNMENT IAL PHOTOGRAPHS CTUAL LINE OF TOP OF EXISTING SLOPE (TOP OF BLUFF), AS DETERMINED SURVEYOR'S FIELD MEASUREMENTS, PROPOSED NEW WOOD DECK :.' � ____ AT REAR OF EXIST. BUILDING i DECK DIMENSIONS APPROX. 28'-3" WIDE , 15•-0" DEEP j END OF DECK APPROX. �10' BACK FROM TOP L OF EXISTING SLOPE EXISTING, SINGLE-FAMILY, SINGLE-STOREY DWELLING �- PALUMBO RESIDENCE 1095 AQUAVIEW AVENUE EAST MARION , NY 11939 PROPOSED NEW WOOD DECK qq� k zw q ^� ZIVKOVIC ASSOCIATES ARCHITECTS 100 VANDAM STREET, NEW YORK, NY 10013 v!/\� TEL. (212) 807-8577 FAX (212) 807-9575 SOLID BLOCKING, AS REO'D. 2" a 6" LEDGER BOLTED EXTERIOR WALL THROUGH EXISTING WALL METAL JOIST HANGER NEW 1" a 3' WOOD DECKING 2"%Jgr APPROX. HEIGHT OF ® NEW DECK ABOVE EXISTING GRADE p —4" x }' WOOD POSTS EXISTING FOUNDATION WALL—0 O 48 ON CENTER b EXISTING GRADE LEVEL • ��lS' • eT • "1G E% 2" H 12" CARRIAGE ® 48' ON CENTER 6" SOLID MASONRY WALL ON 8" x 6" CONTINUOUS GONG. FOOTING. PROPRIETARY GALVANIZED METAL POST ANCHORS CAST INTO CYLINDRICAL FOOTINGS 8" CYLINDRICAL CONCRETE FOOTINGS; MIN THREE FEET BELOW EXISTING GRADE LEVEL 15'-0" +,_ DETAIL SECTION SINGLE G n SINGLE-STOREY i DWELLING H PALUMBO RESIDENCE DECK PLAN 1095 AQUAVIEW AVENUE EAST MARION, NY 11939 PROPOSED NEW WOOD DECK ELEVATION BVIKOVIC ASSOCIATES ARCHITECTS 100 VANDAIA STREET, NEW YORK, NY 10013 TEL. (212) 807-8577 FAX (212) 807-9575 r• - r APPEALS BOARD Ivf SUFFOt k U CO Southold Town Hall Gerard P. Goehringer, airman Gy�� 53095 Main Road James Dinizio, Jh. A, IC�q P.O. Box 1179 Lydia A. Tortora' Southold, New York 11971 Lora S. Collins BLDG, DEPT. ZBA Fax (516) 765-9064 a George Horning TOWN OF SOUTHO __ X01 �� Telephone (516) 765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION REGULAR MEETING OF MAY 20, 1999 Appl. No. 4676 - ALBERT PALUMBO 1000-21-2-14 STREET& LOCALITY: 1095 Aquaview Avenue, East Marion DATE OF PUBLIC HEARING: April 22, 1999 FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: The applicant's property is located along the north side of Aquaview Avenue, East Marion, with frontage along the Long Island Sound. A site plan map prepared by Zivkovic Associates, Architects, P.C. dated 11-3-98 shows an existing one-story frame dwelling, a separate stairway leading from the top of the bluff to the beach and accessory shed at the beach area. BASIS OF APPLICATION: Two Building Inspector's January 12, 1999 Notices of Disapproval citing Section 100-239.4A(1) for a proposed deck 10 feet from the bluff and citing Section 100-244 for a proposed deck with side yards at less than the required 10 ft. and 15 ft. (25 ft. combined). AREA VARIANCE RELIEF REQUESTED: Applicant requests a new deck 28.2 feet wide at the north end of the dwelling, with a setback from the top of the bluff at 10 feet and side yards at 10.4 feet and 11 feet (combined sides 21.4 feet), at the closest points as shown on the site plan dated 11-3- 98 prepared by Zivkovic Associates Architects, P.C. OTHER INFORMATION AND EVIDENCE: The Board held a public hearing on this matter, noticed pursuant to Chapter 58, and at written and oral testimony were presented. Based on the testimony and documentation presented to the Board and other evidence, the Board of Appeals finds the following findings of facts to be true and relevant: 1. Applicant initially sought permission to construct a 15 ft. by 28.2 ft. deck addition 10 feet at the closest point from the top of the bluff, with proposed side yards of 10.4 feet and 11 ft. instead of the required 10 ft. and 15 ft., or 25 feet combined. 2. The Suffolk Count/ Soil and Water Conservation District conducted a site inspection of the property, and in air April 30, 1999 letter to the Board of Appeals noted that: �.J w�. Page 2 - May 20, 1999 Appl. No. 4676-A. Palumbo(1000-21-2-14) a. The blufflot appears to be in a somewhat protected cove. b. The deck addition will slightly increase the amount of runoff that flows over the bluff face. c. The ground below the deck should be protected from runoff, by for example, a gravel base. 3. After review of the Soil and Water Conservation District report, the applicant offered to reduce the size of the deck addition from 28.2' wide to 17'6" wide, and from 15' depth to 12'6" in depth, all in accordance with a drawing submitted May 20, 199§ by Brian Connolly, Architect. The deck addition to be located on the northwest corner of the house will eliminate the need for a side yard variance. REASONS FOR BOARD ACTION. DESCRIBED BELOW: Based on the testimony and record before the Board, and personal inspection, the Board makes the following findings: 1. Grant of alternative relief described herein will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties because the applicant's deck will not extend beyond the existing nonconforming side yard setback. There was no evidence presented to suggest that the deck addition, as amended, would have any adverse effect on nearby properties. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursuant, other than a variance, because the setback to the top of the bluff are nonconforming with respect to the existing single-family dwelling, and no addition is possible without a variance. 3. The variance is substantial in relation to the code requirements. 4. The alleged difficulty has not been self-created and is due to the preexisting nonconforming location of the single-family dwelling on this lot. 5. The variance as proposed will not have an adverse effect or impact on the physical or environmental conditions in the neighborhood because the deck addition is modest in size, and the conditions hereby attached to this approval will mitigate potential runoff from the deck as noted by the Soil and Water Conservation report. In considering this application, the Board deems this action to be the minimum necessary and adequate to enable the applicants to enjoy the benefit of a new deck addition, while preserving and protecting the character of the neighborhood and the health, safety, welfare of the community. RESOLUTION/ACTION: On motion by Member Tortora, seconded by Member Dinizio, it was RESOLVED, to GRANT relief as alternatively agreed and applied for, SUBJECT TO THE FOLLOWING CONDITIONS: 1. That the ground below the deck be protected with a gravel base. 2. That any service runoff shall be redirected away from the bluff, toward f f Page 3- May 20, 1999 Appl. No. 4676 -A. Palumbo(1000-21-2-14) the road. 3. That the deck shall be set back at a minimum of 12'6" to the top of the bluff at its closest point. VOTE OF THE BOARD: AYES: GOEHRINGER, DINIZIQJORTORA, HORNING. (MEMBER COLLINS WAS ABSENT.) THIS RESOLUTION WAS D O (4;W. ERARD P. GOEHRINGER CHAIR AN For Filing on 5/24/99 BUILDING PERMIT REVIEW CHECK LIST Applicant/ Date Owners Name: PAL U M150 Reviewed: Architect/ Date Engineer: Z 11rK OVIC." ASSt5ciaTei, Submitted: Z84 UCT rrn�NArt� SCTM#: tt� S-2If Rev. PLA%5 District: 1 M Section: 1-1— Block: 2 Lot: �_ Projectr �,/ Subdivision / Location: 1 Ct 7 �!2AytVa4.> �vt . Name: Single&separate Requtrgg certification: lYesl& Ct3S t�S Req. Req. Zoning District: [Lot size: Actual: 1 [Lot coverage Proposed:_ Req. Req. Req. [Front Yard Proposed:_� [Side Yard Proposed: 1 [Rear Yard Proposed: I Project Description: D&C K AD ITi6'u AGENCY PERMITS Permit REQUIRED FOR REVIEW N.A. NO YES Numbe Suffolk County Health Dept. X New York State D. E. C. K Town Trustees X Town Zoning Board approval: zp A Appe ` q110 Town Planning Board approval: Flood Plane Elevation??? Flood Zone: X Notes: 2 DsA9efDuA4,6- �6-TBAcr- PR6)n BLUFF 28A ".0aga �Nc�oaQct, M-r.Qt MiN. IZ=�" To Top op ALJ FF D7 ,684,38 RPT TITLE No. Co,vG Is a 4> E� T4/•Q v CstC R. 2 SyE fi 0 J V/„ $�fiPS 1l', O: O A R O- �C Op nl nD u� ce e •�� 1 v, A NaJE': D � ? ' a, � I A/°P.�o,Y/MAJE LoPAliou Of L✓N0419.QD Sl I m �c L/M/J' of A/AIYrI'A[ P.�nTL CTi✓E m b.4 2e.a. I FEANfE A�.`�4' sf��..✓BY cgaPH/� r I PIOTT/NG yl; 7- NfiT 6Ug99uTEE0, r` I 0 / STY. b gE'FER Ta 4e P14'L PyoT<(j,pAPr$/ ^A i N RM N N--•So•6/J-B3 S.yefT/L.E¢9, 0 D M9rd Lwre.0 B•29-/9B8• z I (b (� �ri t ° moi( fit/ SCALE : / • = 30"_' SUFFOUK. CoumT-y TAX MP.P DIST 1000 SE:C-21 L- T14 (AfI(rvof0 //03J8-• Jef NeTE> MEASUREMENT IN U.S.STANDARD THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD,IF ANY,NOT SHOWN ARE NOT GUARANTEED. THE DIMENSIONS SHOWN HEREON,FROM THE STRUCTURES TO THE PROPERTY LINE,ARE FOR A SPECIFIC PURPOSE ONLY.THEY ARE NOT INTENDED TO BE USED FOR THE ERECTION OF FENCES,STRUCTURES OR ANY OTHER IMPROVEMENT. UNAUTHORIZED ALTERATION OR ONLY COPIES FROM THE ORIGINAL GUARANTEES INDICATED HEREON SHALL RUN ONLY TO ADDITION TO ASURVEY MAP BEARING OF THIS SURVEY MARKED WITH AN THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON-HIS BEHALF TO THE TITLE COMPANY, A LICENSED LAND SURVEYOR'S SEAL ORIGINAL OF THE LAND SURVEY- GOVERNMENTAL AGENCY AND LENDING INSTITUTION ISA VIOLATION OF SECTION 7209,SUB- OR'S EMBOSSED SEAL SHALL BE LISTED HEREON, AND TO THE ASSIGNEES OF THE DIVISION 2,OF THE NEW YORK STATE CONSIDERED TO BE VALID TRUE LENDING INSTITUTION. EDUCATION LAW. COPIES. GUARANTEES ARE NOT TRANSFERABLE TO ADDI- TIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. KULHANEK & .Pi s' INT SECTION BLOCK /2. DATE 97 LAND SURVEYORS,P.0 GUARANTEED TO fwsT MRRioN / F(oSL.-/7y NAT1oN4,L TfTL.E INSUEIANCE Co, OF N.Y- SOFFO%-K. WESTCHESTER OFFICES MWUYr�1'�FG„y PE.5IDENTIAL- FIR-ST, (wc, COUNTY POUND RIDGE,NY P.O.Sex 178 LONG ISLAND OFFIQEI Ti"WESTCHESTS'R AVE JOB NO. LGNG BEACH,NY FOUND RIME,NY 10576 TELEPHONE:FAX:80242-491-51$4 AL-BE,ET P� U/ 3c 97. 497/2 FAX:800-242-4955 DONNA (�AL,U M60 �� k'IL`✓ J�.'C LONG ' APPROVED AS NOtED LgND SO �.P� U FEE: N D 7NOT65`802FY UILDING 9 AM TD 4 PM�R Tm FOLLOWING INSPECTIONS: I FOUNDATION FOR POURED CONCRETE SQUIRED 2 ROUGH - FRAMINSi • P EXISTING CABIN 3. INSULATION BELOW BLUFF 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY CODES. NOT OR DESIGN CR CONSTRUCTION IBLE F ON ERRORS OCCUPANCY OR USE IS UNLAWFUL EXISTING WOOD STAIRS WITHOUT CERTIFICATEOF OCCUPANCY TO SHORELINE BELOW TOP OF BLUFF SHOWN DOTTED _ _ _ END OF DECK APPROX, EXISTING TREES TO REMAIN r 12'-6" +/- BACK FROM TOP OF EXISTING SLOPE UP � -�_ 25'-0" +/- (TO NEAREST FOOT) PROPOSED NEW WOOD DECK AVERAGE DISTANCE FROM REAR OF AND NEW WOOD STEPS AT L HOUSE TO TOP OF EXISTING SLOPE REAR OF EXISTING BUILDING; OVERALL DIMENSIONS APPROX. � 17'-6" WIDE x 12'-6" DEEP I� EXISTING, SINGLE-FAMILY, SINGLE-STOREY DWELLING o n a wn. EXISTING DRIVEWAY PALUMBO RESIDENCE 1095 AQUAVIEW AVENUE EAST MARION , NY 11939 I PROPOSED NEW WOOD DECK REVISED: JUNE 14, 1999 V� ZIVKOVIC ASSOCIATES ARCHITECTS 100 VANDAM STREET, NEW YORK, NY 10013 TEL. (212) 807-8577 FAX (212) 807-9575 EXISTING 1 St FLR• SOLID BLOCKING, AS REO'D. <" x 8" LEDGER BOLTED THROUGH EXISTING WALL EXTERIOR WALL METAL JOIST HANGER -- NEW 1" x 3" WOOD DECKING --- �l. BOLTED CONNECTION TO `7 7j x� 0x0" JOISTS �� - 1" NOSING SPREADER PLATE ON THE `j" ' ® 24" _0_.C. �� APPROX. HEIGHT OF INTERIOR FACE OF EXISTING •- «.� - - - -- - 1 j NEW DECK ABOVE FOUNDATION WALL EXISTING GRADE EXISTING FOUNDATION WALL -4" x 4" WOOD POSTS ® 48" ON CENTER COMPACTED GRAVEL- ON RAVEL ON COMPACTED EARTH EXISTING GRADE LEVEL ------ EX 2" x 12" CARRIAGE ® 24" ON CENTER EXISTING BASEMENT 6" SOLID MASONRY WALL ON ���� ;��1• '-� 8" x 6" CONTINUOUS CONC. FOOTING. PROPRIETARY GALVANIZED METAL POST ANCHORS CAST � '• INTO CYLINDRICAL FOOTINGS FOOTINGS;RICAL MIN THHREEETE FEET BELOW EXISTING GRADE LEVEL DETAIL SECTION 2'-6"- c v EXISTING PROPOSED P AL U M B O RESIDENCE SINGLE-STOREY NEW DECK 1 095 AQUAVIEW AVENUE DWELLING EAST MARION , NY 11939 PROPOSED NEW WOOD DECK REVISED: JUNE 14, 1999 DECK PLAN ZIVKOVIC ASSOCIATES ARCHITECTS 100 VANDAM STREET, NEW YORK, NY 10013 TEL. (212) 807-8577 FAX (212) 807-9575 _ (2) 7,)L ' -� � -- - ____ .�...Y._ u�-.rem �►+-I�t � � AmENoa;.o �LBt.r 2 ��/tOt�hL �P�7J�D Ibld•-Ktoi7F�t-?�k'111� PLFFK fi' pii'I$f2`FwGKl+ wtoti' ►e� ljsbe K CcmaL't Ni- fmir t ,JoKir NP1 7,P4-�b ) A44P Wvra IffiA DE-r>rRmm"ioN OCCUPANCY OR x X ! USE IS UNLAWFUL. APPROVED AS NOTED - - �. -r ?.sBo7 z WITHOUT CEfR1111f'1CAT� OI �- I DA 4Z BP# Ni � FEE. BY: J.R w 63ee- OF OCCUPANCY �- NOTIFY BUILDING DEPARTMENT AT 765-18029 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS. ! 'L FOUNDATION - TWO REQUIRED FORPOUREDCONCRETE R 2 ROUGH - FRAMING A PLUMBING �� ASPS 3 INSULATION ��� 4 FINAL - CONSTRUCTION MUST 2 BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. b2i46a Ger STATE CONSTRUCTION 8 ENERGY 9 y CODES. NOT RESPONSIBLE FOR OF N DESIGN OR CONSTRUCTION ERRORS Av. u Ilk AGE WITH E�<Y,r,F a-,,r- fiAt* — -- -- N00-MOL"ILtXZ4E LAA E�0MD6)&J"Ae,t-1P. -IbEY,! . 1� t t`tR A * Az�-11w. 016 Act+JAVIr�W AV��� • • Z>`Io.Jo l'Sf�C° I Z"rz.-Ff P. �1' t-Wt?k�k..l �i,`(, �- - -- -- — -- — - — (z)Zx10E-�E BSM '_ Tr?, D�GIL X 11 lu tAiH 4SV Thomas N Fox Archltect 160 East 8th Street —vew York$New York 10128 i'IYhi;NOED �LeG3tl CoNYt Af GPAP166 to Nr�a�raaL� 0A e4 Elf APO= WED DATE'_L100�.�r00 e5 g0'] ,Spm BM: (c u me NOTIFY BUILDING DEPARTMENT AT 765.1802 9 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. HO,�GH - FRAMING h PLUMBING 3. IN'•JLATION 4 FINAL - CONSTRUCTION MUST BE COMPLETE FORCA- ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION l ENERGY CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE PROVIDE mmam OF OCCUPANCY THERMAL 3111WIjTING P FVI CES ASI&MW.G(Iq Y STATA9JRMOM UNDERWRtfERSCOMR AtE mmm PLUMBI ? . ALL PLUM h% d WATER as IfnN6 SEFGIIE - ,� :_ • 1 PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE 4- Ncopper tubing to CERTIFICATE OF OCCUPANCY used for water distributing SOLDER USED IN WATER plphtp shd beSUPPLY SYSTEM CANNOT "Y� e dIvpesK� EXCEED 2/10 OF1%LEAD. z _ GENERAL REQUIREMENTS&BUILDING DEPARTMENT NOTES: — — — — — � PALUMBO RESIDENCE 1. Additional work documented in this application is for amendment to building permit 1095 Aquaview Avenue previously issued. AI 'Z^ A% Vl'(OooI East Marion, NY WoKk' I /q -Z 2. Scope of additional work consists of enclosure of existing garage to form new study and I � bathroom. There is no change to existing building footprint or building area. 3. Code Compliance: The Contractor, Subcontractors,and others performing work on this Architect: project shall comply with all State and local codes and regulations,and all other Thomas N. Fox, R. A. _ authorities having jurisdiction. j TTo East 88th Street 4. All new construction shalt conform to New York State energy code. Insulation at all I I GwJ� New York, NY 10128 t exterior walls shall have a min. R-value of R-12 and roof spaces R-30. 212 875 754 5. Work shown or noted is new unless specifically noted or otherwise indicated as existing. 6. Where"match existing"is indicated, new construction or finishes, as appropriate to the note, shall match the existing in every particular. - 7. Before beginning work,and throughout the course of the Work,the Contractor shall be responsible for inspecting and verifying the location and condition of all items affected by r.: the Work under this Contract, and shall report back to the Architect any discrepancies I O between existing conditions and the drawings before proceeding with any work. 8. Discrepancies: When discrepancies occur between construction conditions and the O !r r l �w�L �I Construction Documents,the Contractor shall be responsible for notifying the Architect for I Ci clarification or verification prior to proceeding. � 9. Before beginning work,the Contractor shall inspect the existing building and determine I O ? I �T9a 021r.GA 'yam the extent of existing finishes, specialties,casework, equipment, and other items which A' ' OF must be removed and reinstalled in order to perform the Work under this contract. I ras1stp'+ I O � j 10. The architectural drawings show principal areas where work must be performed. Pew i Incidental work may also be necessary in areas not shown on the architectural drawings I Z due to changes affecting existing mechanical,electrical, plumbing, or other systems and Z conditions. Such incidental work is also understood to be a part of this contract. The � � t contractor shall inspect all areas of the existing building,ascertain work needed, and \ aevsroos. perform such work in accordance with the contract requirements, at no additional cost. 11. The Contractor shall not drill or cut out existing floorjoists, beams, columns, or other O �, structural elements, unless specifically indicated on the Contract Documents. Drill slabs where approved. Make openings of proper size for conduits, ducts, pipes, and other items to pass through. 12. All existing work to remain is to be properly protected from damage. 13. Existing surfaces damaged or newly exposed during the execution of work are to be repaired, patched, and finished, or refinished as applicable,to match adjacent existing — finishes. 14. Where cutting of existing surfaces or removal of existing finishes is required to perform the Work under this contract, and a new finish is indicated,fill resulting openings and Sheet Title patch the surface to match adjacent surfaces. � 'L'-' 1'�` IG�����-�j 15. Where conduits, ducts, pipes, and similar items are shown to be installed in existing walls � \ �I F� FIRST FLOOR or partitions, neatly chase the walls or partitions, install the items, and patch the walls or I FX Worlk revla4'f fww KEY PLAN AND NOTES partitions to make the installation not discernible in the finished work. 16. Provide lintels over every new opening in both new and existing walls and partitions. KjfGIJl�-� t . 17. Contractor shall leave the site in vacuum-clean condition. Scale3/16" 1A" I Sheet Numbe,. 18. All new gypsum board shall be 1/2"thick; use water-resistant green board at bathrooms 1 and wet locations; use cement board at locations to be tiled and at shower and tub locations. /� --- - A-1 FI 'act? Mr FLA►-1 Date. 15 DECEMBER 1999 :•�,�'K i' Issue. ISSUED FOR DEPT. OF BLDGS. FILING PALUMBO RESIDENCE 1095 Aquaview Avenue t East Marion, NY Q ¢! ff Architect: 5�9 * Zt"(,p° �(jOi Thomas N. Fox, A. -- I 160 East 88th Street New York, NY 10128 � I lib. MP,-r;,� f-VV-6AB�WEr W/ tL — -: � i °�t w/�►�1.�� SIL-- _ ------ _-_ __ _ _-` <.� `, �a 021�t a y0� �XI T�OF NE`N 4-0 i1/z I_ / II In t fie• + 7— t gr GYt° L;)WrI.�, : TW7- WALLa-L�f ----'—"^-- � Revisions.. i I tX-�A1'�N�r✓fi4-�G fK�11�1�x�watl. I j ItJhTPLL kA �U. 041244;v41JEW14 YGF I +1 Sheet l0le. JP+fit Urf f FIRST FLOOR - PARTIAL CONSTRUCTION PLAN Woos l artrl roil,: Scale. 3/8" - 1' 0' c .-- Sheet Number. � tio� Gau�J�o�l n_� � IDate. 15 DECEMBER 1999 Issue. ISSUED FOR DEPT. OF BLDGS. FILING PALUMBO RESIDENCE 1095 Aquaview Avenue East Marion, NY C(y12. ['fi2. 2xS ►(,°ate F►.G �t717 Architect: j - Thomas N. Fox, A 160 . 160 East 88th Street eet --yam - W New York, NY 10128 212 876 7540 CLL 02146" y0 9TFOF NEV CZ) 2X� ►7/ F$�titly�-I L p t. i 1p_ lu i (�� I�✓WI� , Revisions fit. wl 'o C1GL, QI qr Sheet Tltle. VVV7 � FIRST FLOOR —_- _ PARTIAL FRAMING AND REFLECTED CEILING PLAN Scale: 3/8' • 1'-0' Sheet Number. A-3 Date. 15 DECEMBER 1999 Issue ISSUED FOR DEPT. OF BLDGS. FILING �Mer'64� f MH '�Ojf'HwvlT PALUMBO RESIDENCE wAU�' II�14tA11_�h1t71�-I� ?"o t�c.1-I ovtIZ t5oILi711-41z 1095 Aquaview Avenue East Marion, NY l0.-#�s17kLL �Lt,�l.��,�ti�--1� U�.11T'(gfilaAC�Eb Ft3'�'I i-oZTF4 \e-/ALLY wiTHf t-Ir.JC272 .6 Architect: Thomas N. Fox, R. A. 160 East 88th Street --- New York, NV 10128 212 876 7540 -- - - / Y ?\ < ~ '� I E I �q� 021Aaa Oc OF X'X OF OF OF K x Revlslonr_ X Znlo Q ?tlori ( IILLQ twvr etL L Sheet Title: Z/�1 t�GkING 01.1 Zxco� ICoar,. I >�T, c�A�DyE W/ Ivey— /y� ' `, P f —7HCA-n4lW4 �Lm 4 l-L SOUTH ELEVATION Scale. 3/8' • 1'-o' Sheet Number. HyT�o�,1 A-4 Dale: 15 DECEMBER 1999 Issue. ISSUED FOR DEPT. OF BLDGS. FILING irWhNl�Jc+lt tl5r II PALUMBO RESIDENCE 1095 Aquaview Avenue East Marion, NY kJ Z�G C�L'{"cam I IT11-V�f��LpAfiir -1 W(VA1?CAI�lEi2• V P` (Z)&4-7 fir/ YL�4fr, lp• DCEaLI0 t "L--J Archit ecr TT Thomas N. Fox, R. A. EW1-f ��I 160 East 88th Street New York,, NY 10128 z 71 212 876 7540 paw &A ro5r r,� C2) 2xao 5�1Lkx�r i��fr - � � � � i ��1'-✓1111 � lR��� � �1, {.. fl t • r. i t wew '✓Ivl� Iv, AES 4^ 'K' rs 1 '` Z t.:yqn ZXt(V@Itvo/1`%WE t t 3 ' • z f 2�CF}G2 knx WAS-1 14 �F{LL- o21461� yG� Ufi Ntfs ` PewPI17 I �.- Ad1 J W/l�VEt,Or Exl�?QI�a.�5k �y PL(`�r3FtG DI 11 ,DI�J�h @ I(n"Gri o1 1 I !{ .r ori n is 3 1e�41 I Yi311� - 1— - - - - — _ - - — — ���� 4 Street Tlue. / e.Tep10fe)OLZINT11 1-) PARTIAL WEST ELEVATION r \ \ 1. AND SECTION Scale. AS NOTED .3pr •+(y?T rs,-�N1 �"^. ; \ - _ _\ S"eet Number. \ �fgt tONG• flew/ f�F.r�..lQ`( ��. uJ►zps/Ii.i�ILL , . Fxl�r -1-I'P M - [1`4 sLLNE•wPEE&LA&.7 - Q'�XI ST.G�Ct� Rz� oto!I� fhl.l'�{-{ s , � �� �,, ( , ,; , raul�, ,tl w� ► 1►-�t sroc t A-5 �. >,, - F.•. °`?''!4 P��a^5? �a�Fr+�"9 SILL G'.a1avt QC �" � � L k�ALL G'(lO l CSF ItJ IU. Gate. DECEMBER 1999 IS ISSUED FOR DEPT. OF BLDGS. FILING GENERAL CONSTRUCTION NOTES: 1. CODES - ZNKOVIC ASSOCIATES ARCHITECTS ALL WORK SHALL BE PERFORMED IN ACCORDANCE 12. EXITS- ARCHITECTURE DESIGN PROJECT MANAGEMENT WITH THE LOCAL BUILDING CODE AND WITH THE THE CONTRACTORS SHALL KEEP ALL EXISTING EXITS RULES AND REGULATIONS of ALL LOCAL AGENCIES, CLEAR AND FREE OF ANY OBSTRUCTIONS AND DEBRIS PROVIDESMGYr P,,TIF� IfIG 100 VANDAM STREET NEW YORK NY 10013 DEPARTMENTS AND LAWS HAVING JURISDICTION AT ALL TIMES. SUCH EXITS ARE TO REMAIN READILY `^' A ATARI' ' ::� ° p OVER ANY PORTION OR SPECIFIC PHASE OF THE ACCESSIBLE AT ALL TIMES. LONG IJ ' /, A ' A$ TO i 1 TEL. (212) 807-8577 FAX. (212) 807-9575 WORK. THE CONTRACTOR SHALL CO-ORDINATE THE ISLAND D no N•Y.S {6UILi11y4 GOOF, 13. PLUMBING- v JND _ WORK WITH PUBLIC UTILITY COMPANIES HAVING ALL PLUMBING WORK IS TO BE CARRIED OUT BY I�JURISDICTION. LICENSED PLUMBERS AND TO CONFORM TO ALL LOCAL 1 1LE2. PERMITS - CODES AND STATE CODES, AS APPLICABLE. PROVIDE OPENINGS FON THE CONTRACTOR SHALL OBTAIN ANY AND ALL 14. ELECTRICAL WORK- EMERGENCY ESCAPE AS '` APPROVED AS NOTED REQUIRED FOR THE PERFORMANCE OF THE WORK ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIRED BY PART.714 OF IktETuoT2 DATE._IljL`I lB.P.H6� AND SHALL PAY FOR ALL FEES IN CONNECTION STANDARDS OF THE NATIONAL ELECTRICAL CODE AND N.Y. STATE BUILDING CODE, AL1Pf RD61oµ6 FEE: 10" By,. t' A _,Y'BI-, THEREOF. THE CONTRACTOR SHALL MAKE AND PAY SHALL BE CARRIED OUT BY UCENSED ELECTRICIANS. NOTIFY FOR ANY WORK AND ALL TESTS REQUIRED TO 15. MASONRY- 765-1802 U9LAM TO 4 PM FOR THE COMPLETE THE WORK IN AN APPROVED MANNER. ALL NEW MASONRY WORK SHALL BE CARRIED OUT EXISTING CABIN FOLLOWING INSPECTIONS: 3. PROTECTION - IN COMPLIANCE WITH THE STANDARDS OF THE BELOW BLUFF 1 FOUNDATION - TWO REQUIRED THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCAL BUILDING CODE. 2. FOR POURED CONCRETE ROUGH • FRAMING 6 PLUMBING ADEQUATELY BRACING AND PROTECTING ALL WORK 16. BLOCKWORK- 3 INSULATION DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, ALL NEW MASONRY BLOCKWORK SHALL BE HOLLOW 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR L.O. COLLAPSE, DISTORTION AND MISALIGNMENT LOADBEARING BLOCKWORK CONFORMING TO THE ALL CONSTRUCTION SHALL MEET ACCORDING TO APPLICABLE CODE STANDARDS AND PROVISIONS OF ASTM C.91). THE REOUIREMENTS OF THE N.V. GOOD CONSTRUCTION PRACTICES. 17. LUMBER- STATE CONSTRUCTION & ENERGY 4 SAFETY CODES. NOT RESPONSIBLE FOR LUMBER USED IN THE CONSTRUCTION OF THE DESIGN OR CONSTRUCTION ERRORS THE CONTRACTOR WILL BE RESPONSIBLE FOR PROPOSED BUILDING SHALL CONFORM TO THE INRIATING AND MAINTAINING ALL NECESSARY AMERICAL LUMBER STANDARD SIMPLIFIED SAFETY PRECAUTIONS AND FOR SUPERVISING RECOMMENDATIONS 16-33 OF THE DEPARTMENT OCCUPANCY OR THEIR IMPLEMENTATION DURING THE CONSTRUCTION OF COMMERCE. �1 CERTIFICATE F IS UNLAWFUL PROCESS. CONTRACTOR SHALL SUPPLY AND 18. RUBBISH AND DEBRIS- MAINTAIN FIRST-A[D KITS AT APPROPRIATE AND THE CONTRACTOR WILL BE RESPONSIBLE FOR Ovimu 6—GCLeT VISIBLE LOCATIONS AT THE SITE. MAINTAINING THE SITE IN A NEAT AND TIDY MANNER 01- OCCUPANCY 5. INSURANCES - AT ALL TIMES. RUBBISH AND DEBRIS SHALL BE EXISTING WOOD STAIRS BEFORE COMMENCING ANY WORK ON SITE, REMOVED FROM THE SITE ON A DAILY BASIS OR AS TO SHORELINE BELOW CONTRACTORS AND SUB-CONTRACTORS SHALL REQUIRED TO FACILITATE ORDERLY CONSTRUCTION. UNDERWRITERS CERTIFICATE PROCURE AND MAINTAIN WORKMEN'S COMPENSATION REQUIRED INSURANCE IN ACCORDANCE WITH ALL LOCAL AND TOP OF BLUFF STATE LAWS. CONTRACTOR IS ALSO REQUIRED TO PROCURE AND MAINTAIN INSURANCE FOR SHOWN DOTTED COMPREHENSIVE LIABILITY, BODILY INJURY AND PROPERTY DAMAGE TO VALUES OUTLINED IN THE CONTRACT DOCUMENTS OR REQUIRED BY OWNER. 6. EXISTING CONDITIONS - SITE SAFETY NOTES THE CONTRACTOR SHALL VISIT THE BUILDING SITE OF THE PROPOSED WORK AND SHALL EXAMINE ALL GENERAL: EXISTING TREES TO REMAIN EXISTING CONDITIONS PRIOR TO SIGNING OF THE CONTRACT. THE CONTRACTOR SHALL EXAMINE SUCH DEMOLITION & CONSTRUCTION TO BE CARRIED OUT IN ACCORDANCE nil CONDITIONS AND DETERMINE To HIS OWN WITH THE REQUIREMENTS OF THE LOCAL BUILDING CODE, SATISFACTION THE FULL EXTENT OF THE PROPOSED AND ALl OTHER REGULATIONS HAVING JURISDICTION WORK AS INTENDED BY THE CONTRACT DOCUMENTS. OVER THE SCOPE OF THE WORK OF THE PROJECT AS IfNDICATED NEW WOOD DECK [APPROVED UNDERTHE CONTRACTOR SHALL COMPARE ALL EXISTING ON THE DRAWINGS. PREVIOUS, SEPARATE APPLICATION]OF AN DI AND SHALL NOTIFY THE MONS WH NOT PART OF THIS APPLICATION] - - - AREA OF PROPOSED OF ANY DISCREPANCIES OR QUALIFICATIONS WHICH ARISE PRIOR TO PROCEEDING WITH THE PORTION STRUCTURAL: INTERIOR RENOVATIONS THE WORK. AND CONTRACTOR WHEREVER PROVIDE STRUCTURAL WORK QRY' BRACISA IRNWOLV DING - - _ AND NORTH L�I ELEVATION 7.. DOCUMENTS - (b) ALL DEMOLITION OPERATIONS, REPAIR OPERATIONS AND - - - - ALL CONSTRUCTION DIMENSIONS AND DETAILS SHALL ALTERATION OPERATIONS SHALL BE DONE IN ACCORDANCE WITH •- - - - ALTERATIONS CONCUR WITH AND BE DETERMINED FROM THESE LOCAL BUILDING CODES OR THE REQUIREMENTS OF THE LOCAL EXISTING, SINGLE—FAMILY, - DRAWINGS AND ANY SUBSEQUENT DRAWINGS, BUILDING INSPECTOR. SINGLE-STOREY DWELLING - DETAILS, OR SKETCHES ISSUED BY THE ARCHITECT. MEANS OF EGRESS: _ B. DIMENSIONS- ALL EXISTING MEANS OF EGRESS SHALL BE - - - - - ONN�FJ,` MAINTAINED CLEAR AND FREE OF ALL OBSTRUCTIONS, SUCH AS _-_-- W 3 :' << �' DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS, BUILDING MATERIALS, TOOLS AND OTHER ITEMS AT ALL TIMES. ALL WORK TO BE CARRIED OUT TO FIGURED - - - '+'"�T'-„„ •' DIMENSIONS AT ALL TIMES, ALL DIMENSIONS SHALL _ _ •J�r'',II:�. �d BE VERIFIED AND CONFIRMED TO THE ARCHITECT PRIOR TO THE EXECUTION OF THE WORK. FIRE SAFETY: o to w sofa EXISTING 9. BUILDING LINE - (a) �_L BUILDING MATERIALS STORED AT THE CONSTRUCTION AREA AND/OR ANY AREA OF THE BUILDING ARE TO BE SECUREDDRIVEWAY NO WORK SHALL BE CARRIED OUT BEYOND THE IN A LOCKED AREA, ACCESS TO THIS AREA TO BE CONTROLLED BUILDING UNE PRIOR TO OBTAINING A PERMIT To BY THE OWNER AND/OR GENERAL CONTRACTOR. DD SO FROM THE DEPARTMENT OF HIGHWAYS. (b) ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION. jj PALU M BO RE D EN C E 10. MATERIALS- (c) ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN ZONING D A T A ALL MATERIALS AND CONSTRUCTION TO BE THEIR RESPECTIVE MANUFACTURERS CONTAINERS. SUCH INCORPORATED INTO THE WORK SHALL BE IN STRICT MATERIALS TO BE KEPT AWAY FROM HEAT. 1 095 AQUAVIEW AVENUE ACCORDANCE WITH THE LATEST EDITION of THE (d) ALL FLAMMABLE MATERIALS TO BE USED AND STORIED IN AN EAST MARION NEW YORK ASTM SPECIFICATIONS APPLICABLE AND SHALL ADEQUATELY VENTILATED SPACE. COUNTY: SUFFOLK j CONFORM TO THE STANDARDS AND RECOMMENDATIONS (e) ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE IS p OF THE VARIOUS TRADE INSTITUTES WHERE EXPOSED CONDUIT. DISTRICT: 1000 000 APPLICABLE. ALL MATERIALS INCORPORATED INTO (f) ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BEDRAWING TITLE I' QUA THE WORK SHALL BE NEW. SHUT OFF AFTER WORKING HOURS. SECTION: 21 (G) CONTRACTOR SHALL, AT ALL TIMES, MAKE SURE THAT THERE 11z6w 11. MATERIAL APPROVALS- ALL MATERIALS, ASSEMBLIES, FORMS AND METHODS IS NO LEAKAGE OF NATURAL GAS IN THE BUILDING, OR ANY BLOCK. 2 OF CONSTRUCTION SHALL MEET WITH THE FLAMMABLE GAS USED IN THE CONSTRUCTION. (`� yI�I //p�\ FOLLOWING REQUIREMENTS: DUST CONTROL: LOT: 14 I �� II E PLAN A) SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE LOCAL BUILDING CODE, OR (a) DEBRIS, DUST AND DIRT ARE TO BE KEPT TO A MIPNIMUM AND n Wei C A '� Q D B) SHALL BE ACCEPTED FOR USE UNDER THE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. ADDRESS: 1095 AQU ^VIE 1 /VENUE /IV/ L0C���0N MAP PRESCRIBED CODE TEST METHOD APPROVED BY (b) CONTRACTOR TO ISOLATE THE CONSTRUCTION AREA FROM p I, q q �1 r13r1�1 THE LOCAL BUILDING INSPECTOR, OR OCCUPIED BUILDING AREAS BY MEANS OF TEMPORARY PARTITIONS EAST MARION , NY [EBDD = (00 ID D) C) SHALL HAVE BOARD OF STANDARDS AND APPEALS OR HEAVYWEIGHT DROP CLOTHS. �/ APPROVAL, SHALL HAVE M.E.A. APPROVAL, AS APPLICABLE. EXISTING USE. RESIDENCE PROPOSED USE: RESIDENCE DRAWING No. GENERAL DEMOLITION NOTES ZIVKOVIC ASSOCIATES ARCHITECTS 1. CAREFULLY DEMOLISH AND REMOVE SELECTED ITEMS ONSIB LITTED YY OFTiE CONTRAC IORSTOTENSURE ARCHITECTURE DESIGN PROJECT MANAGEMENT THE ADEQUATE STABILITY AND SOUNDNESS OF REMAIN, DURIN BUIHDI DEMO ITIONWPROCESS.TO 100 VANDAM STREET, NEW YORK, NY 10013 2. SALVAGE AND STORE SELECTED ITEMS NOTED TEL. (212) 807-8577 FAX. (212) 807-9575 FOR RE-USE, AS DIRECTED BY THE OWNER, 3. PROVIDE BRACING AND/OR SHORING AS REQ'D. DURING THE DEMOLITION OR REMOVAL OF ANY STRUCTURAL MEMBERS. 4. OBTAIN REQUIRED LABORATORY TESTING OF SUSPECT ASBESTOS-CONTAINING BUILDING MATERIALS PRIOR TO THE DEMOLITION PROCESS. REMOVE AND DISPOSE OF ASBESTOS-CONTAINING BUILDING MATERIALS IN A MANNER COMPLYING WITH ALL RELEVANT CODES. 5 COORDINATE THE REMOVALS AND DEMOLITION OF WALL OR FLOOR OPENINGS TO SUIT THE REQUIREMENTS OF NEW STRUCTURAL MEMBERS AND NEW BUILDING COMPONENTS. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE EXACT SIZES OF NEW COMPONENTS BASED ON THE ON-SITE CONDOITIONS EXPOSED AFTER THE DEMOLITION PROCESS. EXISTING 6. COMPLY WITH ALL APPLICABLE HEALTH AND GARAGE NO CHANGE EXISTING SAFETY STANDARDS COVERING THE CONSTRUCTION WORK ON SITE. COMPLY WITH OSHA STANDARDS BEDROOM AS REQUIRED. NO CHANGE 7. ENSURE THAT EXIT ROUTES ARE NOT BLOCKED CREATE RECTANGULAR WALL OPENING FOR NEW LAUNDRY AND THAT THE SITE IS KEPT INA CLEAN AND SHUTE AS DIRECTED BY SAFE CONDITION DURING DEMOLITION AND OWNER DETAIL BY CONTRACTOR CONSTRUCTION WORK. [ ] B. DISPOSE OF CONSTRUCTION DEBRIS IN A MANNER REMOVE EXISTING DOOR & T- AND AT A LOCATION APPROVED BY THE LOCAL FRAME AUTHORITIES. ENSURE ANY AND ALL HAZARDOUS MATERIALS ARE DISPOSED OF IN A LEGAL MANNER. III \ i CLOSET CLOSET REMOVE ALL EXISTING INTERIOR -JE WALL LINING SHOWN DOTTED, 9. OBTAIN ALL REQUIRED CONSTRUCTION AND REMOVE EXISTING SHOWER 6 =1-_ BACK TO EXISTING STUDS; DEMOLITION PERMITS FROM RELEVANT AUTHORITIESSTALL AND ALL RELATED TRIM AT DOORS AND WINDOWS,REMOVE MISCELLANEOUS WOOD PRIOR TO COMMENCEMENT OF THE WORK. PLUMBING FITTINGS (-Flo l� AS REQUIRED; SALVAGE WOOD 10. DISCONNECT, CAP OR OTHERWISE MAKE SAFE REMOVE EXISTING FLOOR LL Jjj HALLWAY TRIM, TO BE RE-INSTALLED ON ANY AND ALL SERVICES AND UTILITIES, INCLUDING FINISHES IN BATHROOM EXISTING COMPLETION OF INSTALLATION THOSE IN CONCEALED SPACES, PRIOR TO PROCEEDING BATHROOM IC - EXISTING OF NEW GYPSUM BOARD WITH DEMOLITION WORK, MARK LOCATIONS OF EXISTING LAVATORY BASIN If lBEDROOM (TYPICAL. ALL HALLWAY WALLS) UTILITIES FOR FUTURE REFERENCE. AND TOILET TO BE REMOVED 11 X\ CLOS. NO CHANGE 11. REMOVE DUST SCREENS AND OTHER TEMPORARY � / REMOVE EXISTING FLOOR GRILLE; CONSTRUCTIONS AS THE WORK PROCEEDS. LEAVE PATCH FLOOR ON COMPLETION -- THE SITE IN A CLEAN AND SAFE CONDITION. EXIST. CLAS, STEPS REMOVE FISTING STAIRS AND I �METAL RAILINGS - - - REMOVE EXISTING KITCHEN FE= F REMOVE EXISTING DOOR, FRAME VERIFY NG STRUCTURAL CONDITIONS PRIOR TO ESS OF ALL APPLIANCESPASAD DIRECTED ND ALLL -J L- - JL -- J L- -J \\ PATCH WAIL OPAND MISCELLANEOUS NIINGTWIIT EXISTING H NEW - \ DEMOLITION AND REMOVAL, GENERALLY BY OWNER CONSTRUCTION (FIBER-CEMENT _ I I I I SHINGLES); MATCH EXISTING _1 J TEXTURE AND PATTERN AS REMOVE EXISTING CEILING CLOSELY AS POSSIBLE TILE IN KITCHEN, LIVING RM. EXISTING AND HALLWAY AREAS II, - KITCHEN „\ LIVING RM. REMOVE ALL EXISTING INTERIOR TAKE UP AND REMOVE ALL WALL LINING SHOWN DOTTED, (1r - - TBACK TO EXISTING STUDS; EXISTING VINYL FLOOR TILES I - I I REMOVE MISCELLANEOUS WOOD N KITCHEN AREA [TEST FOR (- ASBESTOS PRIOR TO REMOVAL] -I- _ _ _ AS R Q0 RTRIM AT OOORS AND WINDOWS, �LJI l j ! II REMOVE EXISTING BASEBOARD {- HEATING UNITS ON NORTH WALL (TYPICAL THIS WALL) �- - - T- -F ED ARC,, /, DISCONNECT AND REMOVE THE [u�\y P'4, w OlV�yO`l Hca ______ EXISTING RADIATOR & ENCLOSURE m X1`.9: ^, CAREFULLY TAKE DOWN AND � REMOVE PORTION OF EXISTING 19, 0226aN REAR ELEVATION AS SHOWN, 4� F CONTRACTOR TO PROVIDE ALL TEMPORARY BRACING AND SHORING AS REQUIRED DURING WORK.DEMOLITION AND °°N6TRDOTI°" PALU M BO R ES I D ENC E WORK. 1095 AQUAVIEW AVENUE GENERAL NOTE: EAST MARION, NEW YORK ASBESTOS-CONTAINING BLDG. MATERIALS SHALL BE REMOVED AND DISPOSED OF OFF SITE IN A MANNER COMPLYING WITH ALL RELEVANT LOCAL, STATE DRAWING TITLE AND NATIONAL CODES; REMOVAL AND DISPOSAL SHALL BE BY APPROVED, LICENCED PERSONEL; FILE AND DOCUMENT REMOVALS DEMOLITION ITIOT�, II I�� AND DISPOSAL AS REQUIRED BY ��CC III( L,L I( u�7( (r APPLICABLE LAWS. DEMOLITION NOTES o D = l ❑ D DRAWING No. ZIVKOVIC ASSOCIATES ARCHITECTS GENERAL NOTE . ARCHITECTURE DESIGN PROJECT MANAGEMENT 100 VANDAM STREET, NEW YORK, NY 10013 ASBESTOS-CONTAINING BLDG. TEL. (212) 807-8577 FAX. (212) 807-9575 MATERIALS SHALL BE REMOVED AND DISPOSED OF OFF SITE IN A MANNER COMPLYING WITH ALL RELEVANT LOCAL, STATE AND NATIONAL CODES; REMOVAL EXISTING KITCHEN EXHAUST, INCL. AND DISPOSAL SHALL BE BY ALL INTERIOR DUCT TO BE REMOVED APPROVED, LICENCED PERSONEL; FILE AND DOCUMENT REMOVALS EXISTING ROOF COVERING TO REMAIN AND DISPOSAL AS REQUIRED BY APPLICABLE LAWS. I I I I I T T - -I- - T - _I- - - T - - _I- - T --L - -r - - - - -T I I I I I I I v- ' - - -I-- T - -I- - I- - - - -L - L- -� - - - - � - � - T - - - T- -- -T -- -- � -- \ CAREFULLY REMOVE DESIGNATED r _J PORTION OF EXISTING REAR WALL; REFER TO STRUCTURAL ENGINEERING � - - - - �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r� - - - - I DRAWINGS FOR TEMPORARY SUPPORT - - - T - - - - - - - - - - - - - - - - - -- OF EXISTING WALLS AND FOR NEW ___ - - - - - STRUCTURAL STRUCTURAL WORK THIS AREA. - - - - - - - - - - I II IIII `1 ` II moi' IIII IIII 11 I -� - - - - - - - - - - - - - - - - - - I II IIII 11 �` I i IIII IIII 11 I Li-- - - - - -iJ Li- - - --- -iJ �� i 1-- -- -- --iJ Li- - - - -- -JU--- - ---iJ -r- - - 1 - - r---- - - r 1 r- -- -- -1 1 - - - - - - -�-� - - ��- - 1 r - - - - - - 711 r - - - - - - 7 r -- - - - - 71 J- - - T I jl IIII II ix� 11 IIII IIII II I 11 . EXISTING WINDOWS TO BE REMOVED; _ _ _ _ _ _ 1111 _ __ _ _ _ 1 J- - - LL- - - - - -JJ L_-- - - -JJ 1 - L- - T - - - - - - - -- - - - - - - �<� - - - - - - - - - - - - - - - - - -- - - - - 7_-m- - - - - - - - - - - - - - - -i REMOVE EXISTING SHINGLES (TYPICAL NORTH ELEVATION AND PORTION OF - - - - - - - - - - - WEST ELEVATION AT NEW WINDOWS - - - - - - - - - - - - - - - EXISTING GROUND LEVEL ED 5 CONN F EXISTING WINDOWS TO BASEMENT REAR ELEVATION : DEMOLITION SHORING: DISPOSAL OF MATERIALS: UTILITIES AND SERVICES: PALUMBO RESIDENCE PROVIDE TEMPORARY SHORING, AS REQUIRED, EXCEPT AS NOTED OTHERWISE, REMOVE ALL DISCONNECT, CAP AND MAKE SAFE ANY OR DURING DEMOLITION AND REMOVAL OF ALL DEMOLISHED MATERIALS FROM THE SITE; ALL ALL UTILITIES IN WALLS OR CEILINGS TO BE 1095 AQUAVIEW AVENUE STRUCTURAL ELEMENTS. IT IS CONTRACTOR'S REMOVED MATERIALS SHALL BE DUMPED IN DEMOLISHED. EAST MARION, NEW YORK RESPONSIBILITY TO ENSURE THE SAFETY AND ACCORDANCE WITH ALL LOCAL AND STATE _ INTEGRITY OF THE STRUCTURE DURING ANY REGULATIONS. DISPOSE OF ANY HAZARDOUS PROTECTION: DRAWING TITLE DEMOLITION WORK. MATERIALS IN A MANNER PRESCRIBED BY PROTECT ALL MATERIALS WHICH ARE TO THE LOCAL BUILDING REGULATIONS OR BY REMAIN AS PART OF THE FINISHED WORK. DEMOLITION: SAFETY: COMPLY WITH ALL LOCAL CODES REGARDING APPLICABLE LEGISLATION . REAR ELEVATION SAFETY AND STABILITY DURING THE WORK . [EBDD = I . l DRAWING No. GENERAL NOTES: STRUCTURAL TIMBER THERMAL INSULATION - EXTERIOR WALLS; INSULATE ALL NEW EXTERIOR WALLS OR EXISTING (X, FRAMING NOTES ZNKOVIC ASSOCIATES ARCHITECTS EXTERIOR WALLS WHICH HAVE BEEN STRIPPED OF EXISTING WALL LININGS WITH NEW 4" THICK ALL STRUCTURAL WORK SHALL COMPLY WITH THE FIBERGLAS BATT G WLTIGHTLY MINIMUM STRUCTURAL STANDARDS MANDATED BY ARCHITECTURE DESIGN PROJECT MANAGEMENT BETWEEN EXISTING WALLL ST STUDS;DS; VERIFY STUD THE APPLICABLE STRUCTURAL CODES BATT IN PRIOR To ORDERING OR INSTALLING ANY 100 VANDAM STREET, NEW YORK, NY 10013 BATT INSULATIONS; THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING REQUIRED FOR PLURED TO ESS, TEL. (212) 807-8577 FAX. (212) 807-9575 THERMAL INSULATION - ROOF SPACES: STABILITY AND SAFETY WHENEVER REQUIRED TO REINSULATE SPACES BETWEEN RAFTERS AT NEW SUPPORT LOADS AS MAY BE IMPOSED ON THE CEILING OVER LIVING ROOM AND KITCHEN WITH STRUCTURE DURING DEMOLITION OR CONSTRUCTION NEW 6" THICK FIBERGLAS BATT INSULATION; WORK; IT IS THE SOLE RESPONSIBILITY OF THE RE-INSULATE ALL OTHER CEILING SPACES WITH CONTRACTOR TO PROVIDE ADEQUATE BRACING AND 6" THICK BATT INSULATION SHORING DURING THE PROGRESS OF THE WORK. ACOUSTICAL INSULATION - INTERIOR WALLS: PROPOSED STRUCTURAL SOLUTION IS BASED ON ALL EXISTING INTERIOR WALLS WHICH ARE TO BE LIMITED VERIFICATION OF EXISTING OR CONCEALED STRIPPED OF EXISTING WALLBOARD, SHALL BE CONDITIONS; CONTRACTOR SHALL VERIFY ALL FILLED WITH 4" THICK ACOUSTICAL INSULATION FIELD CONDITIONS AFTER DEMOLITION AT THE SITE. PRIOR TO RELINING WALLS WITH NEW 5/81 THICK WHERE EXISTING CONDITIONS DIFFER FROM OR GYPSUMBOARD; REFER TO DRAWINGS PRECLUDE THE EXECUTION OF THE OUTLINED DETAILS, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED. TWO STEPS THREE RISERS AT NEW DOORR TO GARAGE; INTERIOR GYPSUM-BOARD: MATCH EXISTING RISER/TREAD USE WATER-RESISTANT 'GREEN-BOARD' IN ALL ALL TIMBER CONNECTIONS SHALL BE ABLE TO COMBINATION; MIN. 1" NOSING NEW PARTITIONS IN BATHROOMS, KITCHENS AND DEVELOP THE FULL CAPACITY OF THE MEMBERS AT EACH TREAD. OTHER MOIST OR WET CONDITIONS; ATTACHED. ALL CONNECTION HARDWARE SHALL BE USE 5/6" GYPSUM BOARD ALL OTHER LOCATIONS 'SIMPSON' STRONG-TIE COMPANY OR EQUAL AND CERAMIC TILE FLOOR AND APPROVED. ALL FRAMING LUMBER SHALL BE COVE BASE; OWNER TO DOUGLAS FIR-LARCH No. 1 WITH A MINIMUM SELECT TILE PATTERN EXISTING NEW KITCHEN: FB = 1,035 PSI AND E = 1,600,000 PSI GARAGE FURNISH AND INSTALL ONE EXISTING NEW KITCHEN CABINETRY WILL BE SUPPLIED AND NOTCHES IN EXISTING OR NEW TIMBER FRAMING WNEW TOILEr ITH WALL SWITCH;EXHAUST EXHAUST ST BEDROOM NEW SOLID PANEL DOORS INSTALLED BY A CABINET-MAKER UNDER SEPARATE SHALL NOT BE ALLOWED WITHOUT THE PERMISSION TO OUTSIDE AIR, PER CODE CONTRACT ANDNOT PART OF THIS WORK; NO CHANGE FOR ALL EXISTING INTERIOR DOORS) GENERAL CONTRACTOR OF THE STRUCTURAL ENGINEER NEW INSULATED PARTITION CTOR SHALL HOOK-UP AND INSTALL ALL NEW KITCHEN APPLIANCES; DO NOT CUT OR REFRAME ANY LUMBER WITHOUT THE PERMISSION OF THE STRUCTURAL ENGINEER FRAME UP NEW FLOORING TO NEW LAUNDRY SHUTE TO CELLAR PURCHASE AND DELIVERY OF NEW APPLIANCES IS I BELOW; VERIFY AVAILABLE SPACE BY OWNERS AND IS NOT PART OF THIS CONTRACT ALIGN WITH EXISTING FLOORS NAILING SHALL CONFORM TO THE MINIMUM STANDARDSBETWEEN JOISTS; PROVIDE HINGED OF THE APPLICABLE NAILING CODE NEW LAVATORY & TOILET; WOOD ACCESS DOOR IN HALLWAY; p p RS AND DRAICT NS IN 0 NEW INTERIOR DOORS: FASTEN EXISTING DECKING TO TIMBER FRAMING IF - REMOVE ALL EXISTING INTERIOR DOORS AND FRAMES; DECKING IS FOUND TO BE LOOSE. - CLOSET CLOSET REPLACE WITH NEW SOLID PANEL DOORS THROUGHOUT; NEW DOOR; (SEE NOTES) - DESIGN AND COLOR TO BE SELECTED AND APPROVED SECURE ANY LOOSE OR DEFECTIVE TIMBER CONNECTIONS PROVIDE NEW W000 SADDLE RELINE EXISTING WALLS WITH NEW BY OWNER; PROVIDE NEW HARDWARE AS REQUIRED. WHERE REQUIRED, RESTORE ALL DECKING OR SHEATHING5/8' GYPSUM BOARD APPLIED TO WITH STRUCT. 1 EXTERIOR GRADE PLYWOOD SHEATHUNG NEW LAVATORY & TOILET _ _ _ EXISTING STUDS; (TYP. HALLWAY) 3/4" THICK MIN. T&G, PANEL SPAN RATING OF 4B/24 COLOR AND DESIGN TO BE - __ m - __ _ - PROVIDE NEW, MATCHING WOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS; PANELS SELECTED BY OWNER _ _ _ _ HALLWAY BASEBOARD AFTER RELINING WALLS; FLOOR FINISHING: TO BE CONTINUOUS OVER MINIMUM TWO SUPPORTS; EXISTING - REMOUNT MISCELLANEOUS DOOR ALL FINISHED FLOORS SHALL BE INSTALLED LEVEL; BXISTIN DM - EXISTING CASINGS AND WOOD TRIM, AS EXISTING VINYL TILES: NEW CORNER SHOWER STALL BEDROOM REQUIRED, AFTER RELINING. TEST EXISTING VINYL TILES AND ADHESIVE FOR PLYWOOD SHALL BE GLUED AND FASTENED WITH 8D OWNER TO SELECT DESIGN & ! NO CHANGE PRESENCE OF ASBESTOS PRIOR TO REMOVAL OF NAILS OR DEFORMED STAPLES AT 12" ON CENTER COLOR; OWNER TO SELECT ❑ ' CLOS' IF RESILIENT FLOORING OR CARPET IS TO BE APPLIED NEW SHOWER BODY AND NEW PATCH STRIP FLOORING AT FORMER SUSPECT MATERIALS; WHERE EXISTING MATERIALS LOCATION OF FLOOR GRILLE; TO THE PLYWOOD WITHOUT UNDERLAYMENTS. THE SHOWER CONTROLS (TYP.) MATCH EXISTING WOOD FLOORING ARE FOUND TO CONTAIN ASBESTOS, ENCAPSULATE PLYWOOD SHALL BE GRADE C-C, SANDED OR EXIST OR REMOVE IN ACCORDANCE WITH APPLICABLE EXTERIOR TYPE; GLUE SHALL BE ELASTOMERIC CLO$. COLOR, GRAIN AND CHARACTER AS LAWS AND CODES; OBSERVE ALL REQUIRED SAFETY CONSTRUCTION ADHESIVE (BF GOODRICH OR EQUAL) NEW WOOD SADDLE; MATCH STEPS CLOSELY AS POSSIBLE. PROCEDURES. COLOR/FINISH OF FLOORING PROVIDE MISCELLANEOUS FRAMING O REQUIRED FOR — i,J _ _ T7 -7 FILL IN WALL OPENING AT SUB-FLOORING: APPROVED WALL, ROOF OR FLOOR OPENINGS, PIPE _ , LOCATION WHERE EXISTING DOOR HANGING AND OTHER ARCHITECTURAL OR ENGINEERING HOOK UP ELEC. AT NEW OVEN — HAS BEEN REMOVED; MATCH MODIFY OR ADJUST EXISTING SUB-FLOORING AS WORK; MINIMUM SIZE TO MATCH PREVALENT FRAMING. I EXISTING CONSTRUCTION AS REQUIRED TO ACHIEVE HORIZONTAL ALIGNMENT o BETWEEN NEW AND EXISTING FLOORING. ALL TIMBER USED IN EXTERIOR EXPOSURE SHALL BE III ITL II CLOSELY AS POSSIBLE; ALIGN CCA PRESSURE TREATED; NEW KITCHEN CABINETRY IS .I w NEW SIDING WITH LINE OF EXIST. FLOOR PATCHING: ALL FASTENERS EXPOSED TO THE ELEMENTS SHALL BY OTHERS AND IS NOT 1 J NEW WINDOW; PROVIDE 2 JACK PATCH EXISTING WOOD FLOORING WHERE DIS-USED BE STAINLESS STEEL OR HOT-DIPPED GALVANIZED. PART OF THIS CONTRACT a � � BLEND NEW NEW STUDS EACH SIDE AND NEW FLOOR GRILLE IS TO BE REMOVED (SEE DRAWINGS); I D EXI ING ILII' AND EXIST. EXISTING STONE / I DOUBLE HEADER OVER (TYPICAL) STAGGER JOINTS BETWEEN NEW WOOD BOARDS PROVIDE PLUMBING FOR NEW KIT HEN ILFLOORING LIVING RM. HEARTH ' PATCH SIDING AS REQUIRED. AND EXISTING; STAIN NEW WOOD TO APPROXIMATE SINK AND DISHWASHER — IIIA NEAR COLOR OF EXISTING; VIII MIDDLE SAND, POLISH AND ' DIRECT VENT FIREPLACE; INSTALL IN NEW 'DIRECT—VENT' FIREPLACE FURNISH AND INSTALL NEW NEW WOOD FLOORING: OF ROOM REFINISH EXISTING & ACCORDANCE WITH MANUFACTURER'S NEW 'DIRECT-VENT' GAS FIREPLACE; WOOD STRIP FLOORING; NEW WOOD FLOORING RECOMMENDATIONS; PROVIDE NEW PROVIDE NEW WOOD STRIP FLOORING AS INDICATED; 'VERMONT CASTINGS', MODEL # DV4O MATCH EXISTING AS CLOSE AS POSSIBLE. ALLOW FOR /// _ FOUNDATION WALL AT CHIMNEY NEW WOOD SHALL MATCH EXISTING FOR COLOR, (OR EQUAL AND APPROVED BY OWNER) _ ALIGN NEW WOOD — LOCATION, MIN. 3'-0" BELOW GRADE. GRAIN AND CHARACTER AS CLOSELY AS POSSIBLE; 26,666 TO 40,000 BTU/HR.; INSTALL TO ADJUSTMENT OF SUB-FLOOR FLOOR W� EXISTING •,0 1 CAREFULLY REMOVE SOME EXISTING FLOOR BOARDS SPECIALIST MANUFACTURER'S DETAILS AS REQUIRED TO ACHIEVE D F ADJUST WV TO SUIT b PROVIDE NEW OPENING AND WALL PED ARC/y/T AND RECOMMENDATIONS ALIGNMENT WITH EXISTING SLEEVE FOR NEW THROUGH-WALL AND MIX N WITH NEW FLOORING AT OR ETWR END L — — 5'-0+ "' A/C LINT, UNIT WILL BE SUPPLIED 25.00iy�y F OF EXISTING WORK TO ACHIEVE BLEND BETWEEN PROVIDE WATERLINE AND ""°�"® '°°°°r'�au®nivuo�e=i a iom� m®nmo®r . iom'®u iamoc mumom� J BY OWNER AND WILL NOT IN CONTRACT. NEW AND EXISTING PLANKS. CONTRACTOR TO COMPLY WITH ALL LOCAL CODES CONDENSATE DRAIN AT NEW ¢ FOR FIREPLACES OF THIS SORT. FLOOR FINISHING: REFRIGERATOR VERIFY CLEARANCE r SAND EXISTING AND NEW FLOORING; STAIN NEW THREE (3) 2x4 JACK STUDS AT REFRIGERATOR BOARDS TO MATCH EXISTING AS CLOSELY AS IST-O, + 022e,3 FINISH FLOOR WITH SEALER AND (MIN ) - (TYPICAL, EACH COLUMN) RELINE EXISTING WADI S WITH NEW S O� POSSIBLE; . REFER TO DETAILS ON THE 5/8" GYPSUM BOARD APPLIED TO �' TWO COATS WATER-BASED URETHANE; NEW ELECTRICAL WORK: STRUCTURAL DRAWINGS _ _ _ EXISTING STUDS; (TYPICAL ALL 9 T1y� COORDINATE COLOR AND FINISH OF STAINS AND POWER AND LIGHTING T-O" T-i" 7' WALLS AT HALLWAY AND EXISTING -1„ 3 -O" LIVING ROOM AND KITCHEN); TOP COATS WITH THE OWNER OWNER TO DETERMINE REQUIREMENTS FOR NEW INSTALL HORIZONTAL, WOOD PROVIDE NEW, MATCHING WOOD AND/OR RELOCATED POWER OUTLETS, LIGHT SWITCHES SAFETY RAILS AT THESE BASEBOARD AFTER RELINING WALLS; PALUMBO RESIDENCE AND OTHER MISCELLANEOUS ELECTRICAL WORK. OPERABLE WINDOWS ONLY PROVIDE NEW DOOR CASINGS AS ANCHOR RAILS SECURELY TO REQUIRED; COORDINATE DESIGN COORDINATE WITH THE OWNER FOR QUANTITIES AND FRAMING; PROVIDE LIMITING AND COLOR OF ALL NEW WOOD LOCATIONSALL NEW POWER POINTS; OWNER TO DEVICE ON WINDOWS TO TRIM WITH OWNER. 1 095 AQUAVIEW AVENUE FINISHES - GENERALLY CONFIRM SPECIAL REQUIREMENTS FOR A/C UNITS RESTRICT OPENING TO D AND/OR OTHER HIGH-LOAD APPLIANCES; 15 DEGREES MAX. FOR AND NSTALLRECESSED NEWEHTEA TING UNITPROVIDE EAST MARION, NEW YORK WALL FINISHES: V5 TIALTIONDEGREE PURPOSES ONLY SPACKLE AND SAND SMOOTH ALL NEW AND EXISTING COORDINATE WITH THE OWNER FOR QUANTITIES AND (NOTE: NOT A DOOR) IN NEW FLOOR RECESS WITH WALLS IN THE SUBJECT AREAS; APPLY ONE COAT LOCATIONS OF NEW OR ADDITIONAL TELEPHONE BRASS FLOOR GRILLE; ENGINEERING WALL PRIMER AND (MIN.) TWO COATS LATEX WATER- JACKS, CABLE TV OUTLETS AND OTHER SIMILAR CALCULATIONS AND SPECIFICATIONS BASED PAINT; COLOR AND FINISH TO BE SELECTED REQUIREMENTS. BY THE OWNER. TO BE AGREED BETWEEN OWNER DRAWING TITLE AND CONTRACTOR CONTRACTOR TO INCLUDE IN HIS BID PRICE FOR NEW, CUSTOM 'BONNEVILLE' ALL OPERABLE WINDOWS CEILING FINISHES; OWNER SPECIFIED ELECTRICAL REQUIREMENTS AS WOOD WINDOWS AND DOORS. AND BOTH DOORS TO SPACKLE AND SAND SMOOTH ALL NEW GYPSUM BOARD OUTLINED ABOVE. EXACT DIMENSIONS TO BE BE PROVIDED WITH CEILINGS IN THE SUBJECT AREAS; APPLY ONE COAT VERIFIED BY CONTRACTOR INSECT SCREENS; ^MAI WOOD DECK FIRST 21 CIOR PUN:LATEX PRIMER AND (MIN.) TWO COATS LATEX WATER- AFTER DEMOLITION AND NEW VERIFY DESIGN, COLOR NEW YY YV l� If'6'�{'�/Y"A IrL�690tl BASED PAINT; COLOR TO BE WHITE, SATIN MATT WALL FRAMING; REFER TO AND OTHER DETAILS DECK PREVIOUSLY APPLIED FOR NEW CON CONTRACTOR FINISH THROUGHOUT. NEW REAR ELEVATION; WITH OWNER. AND APPROVED BY SOUTHOLD CONTRACTOR TU PROVIDE CERAMIC TILES ALL MANUFACTURER'S TYP. DEPARTMENT OF BUILDINGS NEW CERAMIC TILES FOR FLOORS AND WALLS ARE RECOMMENDED BASE AND JAMB FLASHINGS; PROVIDE ALL SHIMS UNDER SEPARATE APPLICATION ID DI= 201 TO BE SELECTED AND SPECIFIED BY THE OWNER; AND SUB-FRAMING AS REO'D.CONTRACTOR TO INSTALL AS REQUIRED. (BOARD OF APPEALS #4676) 9 NEW DECK IS NOT PART OF THIS APPLICATION DRAWING No. MKOVIC ASSOCIATES ARCHITECTS NEW EXTERIOR SIDING OVER PLYWOOD SUBSTRATE AND BUILDING PAPER; ARCHITECTURE DESIGN PROJECT MANAGEMENT OWNER TO SELECT COLOR AND PATTERN FROM MANUFACTURER'S STANDARD RANGES. 100 VANDAM STREET, NEW YORK, NY 10013 REINSULATE ALL EXTERIOR WALLS TEL. (212) 807-8577 FAX, (212) 807-9575 SOLID BLOCKING AT EACH COLUMN LOCATION BETWEEN RAFTERS (TYPICAL) NEW EXHAUST FROM KITCHEN EXHAUST HOOD; INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND APPLICABLE LOCAL CODES; FLASH AT ALL NEW ROOF PENETRATIONS; PROVIDE INSECT GUARD OR SIMILAR SCREEN AT THE EXHAUST TERMINATION, END JOIST & FILLERS, PER STRUCT. PLAN LAG ALL END RAFTERS TOGETHER NEW DOUBLE HEADER TWO (2) 200 \ \ WITH PLYWOOD FILLER (TYPICAL) EACH _ BAY ABOVE WINDOW SECTION; PROVIDE 'SIMPSON' HEADER HANGERS #HH4 TOP AND BOTTOM OF EACH HEADER SECTION EXISTING ROOF-COVERING TO REMAIN; ,-' IIII II I PATCH AT NEW KITCHEN EXHAUST AND I I MISCELLANEOUS PENETRATIONS AS REUIRED. \ -----_ -1---- � ---------------��------------------, I11 - - - - - - - - - - - - - - - - - - - - - - - - - - - DOUBLE-HEADER (TYPICAL) I / TWO 2'"x10" W/ PLYW000 FILLER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - )—�11 \ II e9 9 y y I NEW 'BONNEVILLE' CUSTOM WINDOW AND DOOR ASSEMBLY IN THREE SECTIONS; IIII NEW ENCLOSURE FOR DIRECT-VENT CONTRACTOR TO COORDINATE EXACT SIZE W I IIII III IIII I FIREPLACE; EXTERIOR WALL FINISH TO BE TO SUIT NEW FRAMING INSTALLED AFTER L� / f / \ IIII W IIII / \ / , DETERMINED BY OWNER. PROVIDE NEW DEMOLITION IS COMPLETED V.LF. I III / / \ / \ /J ALL GLAZED ELEMENTS TO (V DOUBLE- Z / �\ A / V III I FLA PITCHED ROOF FOR WATER RUN-OFF; / / \ FLASH TO WALL CONSTRUCTION AS REO'D. GLAZED (TYPICAL) ALL OPERABLE WINDOWS AND BOTH DOORS I III / /� /� IIII yy-- IIII AV BE PROVIDED WITH REMOVABLE, HI HINGED INSECT SCREENS; EXACT DESIGN, W — COLOR AND DETAILS TO BE VERIFIED WITH > I IIII IIII w IIII / IIII I NEW 'DIRECT-VENT' GAS FIREPLACE; THE OWNER. III > / IIII VERMONT CASTINGS', MODEL # DV40 (OR EQUAL AND APPROVED BY OWNER) /LIIII IIII / IIII I 26,666 TO 40,000 BTU/HR.; INSTALL TO IIII /� SPECIALIST MANUFACTURER'S DETAILS THREE (3) 2x4 JACK STUDS CONTINUOUS BETWEEN FOUNDATION AND RAFTER / \ I III L / IIII + IIII \ / III I AND RECOMMENDATIONS (TYPICAL EACH END OF WALL OPENING _ / AND BETWEEN CENTER WINDOW AND O I Ii IIIDOORS) / /! II II O /// IllLL i l l l \\ // IIII / IH \ Jill� 11111 41 NEW WOOD DECK 'SIMPSON' POST BASE (TYPICAL); REFER TO STRUCTURAL ENGINEER'S DRAWINGS - - DECK PREVIOUSLY APPLIED FOR ___ ____ AND APPROVED BY SOUTHOLD EXISTING WINDOWS TO CELLAR LEVEL II II DEPARTMENT OF BUILDINGS (NO CHANGE) H UNDER SEPARATE APPLICATION GROUND LEVEL BOARD OF APPEALS 4676 ��PED AACy� p NEW DECK IS NOT PART OF �5 �� G01%, Fo m � C � •tr�M 6'- 11 1 /2„ �„ 7'-1„ 3'-0„ t KATION h a=r.S y x O� EXISTING FOUNDATION WALL; Spq -CON NEW r — 1 NEW CONCRETE FOUNDATION AT LOCATION '�--� OFNEW CHIMNEY; MIN. 36" BELOW GRADE; - MIN 12" CONCRETE FOOTING (TYPICAL) PALU M B O RESIDENCE - - - - L- - - - - - - - -- J� � -- -- - - -- - - - - - - -- - - -- -- -J� � - - -- - - - - - - - - - - - - - - -- -- - - J� � - - - - - - - - - _ _ _ 1095 AQUAVIEW AVENUE �� J, EAST MARION, NEW YORK EXISTING BUILDING FOOTING I I � — J - -- - - - - - - -- - - - - - - --- - - - - - - - - - - -- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - I- - � DRAWING TITLE REAR ELEVATION.- NEW CONSTRUCTIONREAR ELEVATION B THIS DRAWING TO BE READ IN CONJUNCTION D o WITH ALL APPLICABLE STRUCTURAL DRAWINGS 2 ❑ ((�-2 AND NOTES. DRAWING No. ZIVKOVIC ASSOCIATES ARCHITECTS ARCHITECTURE DESIGN PROJECT MANAGEMENT 100 VANDAM STREET, NEW YORK, NY 10013 TEL. (212) 807-8577 FAX. (212) 807-9575 SOLID BLOCKING, AS REQ'D. 2" x 8" LEDGER BOLTED THROUGH EXISTING WALL EXISTING METAL JOIST HANGER 1st FLR. NEW 1" x 3" WOOD DECKING EXTERIOR WALL 17'-6" MAYiVUM w G UP r BOLTED CONNECTION 7 8" JOISTS 1" NOSING SPREADER PLATE ON THE ® Max. 24 O.0 INTERIOR FACE OF EXISTING FOUNDATION WALL EXISTING FOUNDATION WALL — 4" x 4" WOOD POSTS COMPACTED GRAVEL ® 48" ON CENTER / ON COMPACTED EARTH ® ���� EXISTING GRADE LEVEL ® EX 2" x 12" CARRIAGE ® 24" ON CENTER EXISTING DWELLINGTOREY EXISTING �\ BASEMENT 6" SOLID MASONRY WALL ON 8" x 6" CONTINUOUS CONC. FOOTING. NEW DECK . PROPRIETARY AN GALVANIZED CAST KEY PLAN INTO CYLINDRICAL FOOTINGS / 8" CYLINDRICAL CONCRETE PED ARC BOGS; MIN THREE FEET 1�1 EXISTING GRADE LEVEL ��yP s'C0lvtvC BELOW ) A Sr 02260� JO q7E �E� DETAIL SECTION ALL NEW WOOD TO BE PRESSURE-TREATED LUMBER IMPREGNATED WITH PRESERVATIVE NOT TO SCALE ALL POST-BASES, JOIST-HANGERS AND OTHER PALU M B O RESIDENCE MISCELLANEOUS METAL FASTENERS OR COMPONENTS TO BE HOT-DIPPED GALVANIZED; PRIME AND PAINT 1095 AQUAVIEW AVENUE METAL COMPONENTS FOR ADDITIONAL PROTECTION AGAINST CORROSION AND THE ELEMENTS. EAST MARION ALL STEPS TO HAVE EQUAL RISERS AND EQUAL NEW YORK TREADS; COMPLY WITH THE MAXIMUM AND MINIMUM TREAD-RISER COMBINATIONS PERMITTED BY THE LOCAL BUILDING CODE. WOOD RAILINGS TO COMPLY WITH, AND TO RESIST DRAWING TITLE THE LOAD REQUIREMENTS MANDATED BY THE LOCAL BUILDING CODE. �� NEW REAR DECK: CONSTRUCTION DETAILS 1B D = 3 0 DRAWING No. ZNKOMC ASSOCIATES ARCHITECTS GENERAL CEILING NOTES: ARCHITECTURE DESIGN PROJECT MANAGEMENT NEW CEILINGS, AS INDICATED ON THE DRAWING SHALL BE 5/9" THICK GYPSUMBOARD NAILED 100 VANDAM STREET, NEW YORK, NY 10013 OR FIXED TO EXISTING OR NEW STRUCTURAL FRAMING SHIM OR OTHERWISE LEVEL THE TEL. 212) 807-8577 FAX. (212) 807-9575 UNDERSIDE OF FRAMING MEMBERS TO ACHIEVE TRUE ALIGNMENT IN THE RELEVANT HORIZONTAL OR INCLINED CEILING PLANE, TAPE, SPACKLE, SAND AND PAINT ALL NEW F _ CEILINGS. COLOR TO BE SELECTED BY THE OWNER FROM MANUFACTURER'S STANDARD COLOR RANGES. STAIN WOOD CROWN MOLDINGS TO COLORS SELECTED BY THE OWNERS; MATCH WINDOW AND DOOR TRIM AND CASINGS, GENERALLY. I NO CHANGE L ZTO EXISTING CEILING NEW LIGHTING FIXTURES: I FURNISH AND INSTALL NEW LIGHTING FIXTURES AS SPECIFIED BY THE OWNER, PROVIDE POWER 7 AND WIRING TO NEW FIXTURES AS REQUIRED; PROVIDE TYPE AND QUANTITIES OF NEW LIGHT SWITCHES AS REQUESTED BY OWNER. NO CHANGE TO EXISTING CEILING 7 EXISTING EAVES OVERHANG (TYPICAL BOTH SIDES) NEW GYPSUM NEW WOOD CROWN MOLDING; BOARD CEILING ZNEW DESIGN AND SIZE TO BESELECTED BY OWNER GYPSUM NEW WOOD CROWN MOLDING; BOARD CEILING MATCH EXISTING I NEW WOOD CROWN MOLDING; NEW GYPSUM DESIGN AND SIZE TO BE BOARD CEILING NO CHANGE SELECTED BY OWNER TO EXISTING CEILING NO CHANGE T° EXISTING 7 CEILING I I _ _ _ _ _ - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I _ _ _ _ _ _ _ _ _ - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FULLY INSULATE SPACE BETWEEN NEW GYPSUMBOARD CEILING AND UNDERSIDE OF EXISTING SHEATHING NEW GYPSUMBOARD CEILING FO[L_ FACED RGLAS ON REFRAMED STRUCTURE, _ _ _ _ _ _ _ _ _ -- - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - OR WITHORINSULATIONEM N. 5'BATT SEE DETAIL SECTION THICK (OR TO SUIT RAFTER DEPTH) - - - - - - - - - - - - - - - - - - - - - - - - - - - - FOR NEW DIAGONAL RAFTERS SEE STRUCTURAL ENGINEER'S DRAWING; DIAG. RAFTERS ARE - _ _ _ _ _ _ - -_ -_ _ -_ _ _ _ _ _ - - - _ - = EXPOSED PER DETAILED SECTION DRAWING. GONN0 F0 b > 22 o COQ PROVIDE EXTERIOR DECORATIVE PA LU M B O R C,J D E N C E OR SECURITY LIGHTING AS REQUESTED BY OWNER, TYPE QUANTITIES AND LOCATIONS OF 1095 AQUAVIEW AVENUE THE OWNER.TO BE SPECIFIED O BY THE EAST MARION, NEW YORK REFLECTED CEILING PLAN DRAWING TITLE INTERIOR WORK: REFLECTED CEILING BED D = 32 DRAWING No. MKOVIC ASSOCIATES ARCHITECTS ARCHITECTURE DESIGN PROJECT MANAGEMENT 100 VANDAM STREET, NEW YORK, NY 10013 TEL. (212) 807-8577 FAX. (212) 807-9575 EXISTING RIDGE BEAM EXIST. RAFTERS, TYP. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SOLID BLOCKING TYP. 1 EXIST. CEILING AT EACH NEW COL. I HURRICANE TIE AT EVERY IN PLANE OF RAFTERS = _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ — _ _ RAFTER. _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ — _ = JOISTS. TYP. AND OF CEILING JOISTS. — -� — — (TYPICAL BETWEEN ALL RAFTERS OVER NEW LIV. ROOM) - - - - - - - - - - - - - - - - ---- - - - _ _ _ _ _ _ - - - - _ _ _ - - = _ _ _ - - - - _ - - - - - - - - - - - - -- - - - - - - - _ — _ - - - - c) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - SECURE EDGE RAFTER TO EACH STUD W/(4) NAILS TYP. EACH END PROVIDE - - - - - - - - - - - - - - -- - _ - - - - - - - - - - - - - - _ — — — — — — — — — — — — — — — — — — — — — — — — — — NEW 2x8's INFILL RAFTERS IF GAP EXIST. BETWEEN ! NEW 2x4 CONT. COL. PROVIDE SIMPSON BASE EDGE OF STUDS & EDGE - - - - _ - - _ — _ _ - - - - - - - - - - - - - _ _ _ - - - - - _ - - _ — - - _ AND SECURE TO TOP RAFTER. OF ENO RAFTER. TYP. AT EACH COL. mi COL. BELOW SECURED TO RAFTER. TYP. NEW HEADERS (TYPICAL) ROOF PLAN CEILING PLAN (2) 2x10 W,PLYWDDD FILLER. ��Q,OD ARChXT NOTE: LOCATIONS OF JOISTS AND RAFTERS ARE SHOWN 5 �.GOANo F1 APPROXIMATE ONLY. CONTRACTOR TO VERIFY ACTUAL LOCATIONS AFTER DEMOLITION AND REMOVAL OF THE EXISTING CEILINGS IN THE AFFECTED AREAS. GENERAL NOTES: TIMBER NOTES: PALUMBO RESIDENCE ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE AL. TIMBER CONNEC➢ONS SHALL BE ABLE TO DEVELOP THE FULL CAPACITY OF 109 5 AQ UAV I EW AVENUE LOCAL BUILDING CODE OF THE TOWN OF SOUTHOLD, NEW YORK. THE MEMBERS ATTACHED. ALL CONNECTION HARDWARE SHALL HE SIMPSON STRONG-TIE CO OR APPROVED EQUAL. ALL FRAMING LUMBER SHALL BE EAST MARION, NEW YORK COORDINATE THE WORK OF THE STRUCTURAL DRAWINGS WITH THE DOUGLAS FIR-LARCH N0. 1 WITH A MINIMUM FB = 1,035 PSI AND WORK OF THE ARCHITECTURAL AND M/E/P DRAWINGS E = 1,600,000 PSI, EXISTING CONDITIONS, ELEVATIONS, DIMENSIONS AND SYSTEMS NOTCHES IN EXISTING OR NEW TIMBER FRAMING SHALL NOT BE ALLOWED WITHOUT SHOWN ON PLANS ARE BASED ON LIMITED FIELD THE PERMISSION OF THE ENGINEER OBSERVATIONS. THE CONTRACTOR SHALL FIELD VERIFY ALL DO NOT CUT AND REFRAME ANY LUMBER WITHOUT THE PERMISSION OF THE DRAWING TITLE DETAILS, DIMENSIONS, AND ASSUMPTIONS PRIOR TO ANY WORK. ENGINEER, WHERE EXISTING CONDNIONS DIFFER FROM OR PRECLUDE THE NAIUNG SHALL CONFORM TO THE NAILING SCHEDULE OF THE APPLICABLE LOCAL CODE. EXECUTION OF THE OUTLINED DETAILS, THE ENGINEER SHALL nnn nnn BE NOTIFIED. FASTEN EXISTING DECKING TO FRAMING WHERE LOOSE STRUCTURAL II RAL THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING SECURE LOOSE TIMBER CONNECTIONS. L�f uaU AND BRACING REQUIRED FOR PLUMBNESS, STABILITY AND WHERE REQUIRED RESTORE All DECKING WITH STRUCT I, EXTERIOR GWE PLYWOOD ����I��A II� ��I�wI�I SAFETY WHENEVER REQUIRED TO SUPPORT LOADS AS MAY BE SHEATHING 3/4 THICK MIN. 'T. k G.', PANEL SPAN RATING OF 4B/N4 WITH FACE u�u � `� u V IMPOSED UPON THE STRUCTURE DURING CONSTRUCTION. GRAIN PERPENDICUTAT TO SUPPORTS, PANELS SHALL BE CONTINUOUS OVER TWO BRACING AND SHORING SHALL BE THE SOLE RESPONSIBILITY OF SUPPORTS MINIMUM. ALL FINISHED F1AQR6 SH4L BE LEVEL. PLYWOOD) SHALL BE THE CONTRACTOR. GLUED AND FASTENED WITH BO NAILS 0R #6 DEFORMED STAPLES AT HTT' O.C. IF RESIDENT FLOORING OR CARPETING IS TO BE APPUED TO THE PLYWOOGD WITHOUT ULUERSHALL HE. FIE OMERIC0 SHALL BE GRADE C-C BANDED OF EXREPL40 OR ID DO NOT FABRICATE ANY WORN WITHOUT PPPROVEO STRUCTURAL ONDE SHALL BE HAB PLY O CONSTRUCTION ADHESIVE WD GOOF EkH PL400 ORSHOP DRAWINGS AND MECHANICAL/ARCHITECTURAL SHOP DRAWINGS EQUIVALENT). RELATED i0 THE STRUCTURAL WORK. PROVIDE MISCELLANEOUS FRAMING AS REQUIRED FOR APPROVED OBPENINGS, PIPE IBD = 3c33 HANGING, k OTHER ARCHITECTURAL WORK. MIN. SIZE TO MATCH PPRLVALENT FRAMING. CONTRACTOR TO PROTECT AT ALL TMES EQUIPMENT, PIPES ALL TIMBER USED IN EXTERIOR EXPOSURE SHALL BE CGA PRESSUNRE TREATED. AND OTHER EXPOSED OR EMBEDDED ITEMS ON THE SITE ALL FASTNERS EXPOSED TO THE ELEMENT SHALL BE S.S. OR HOT[ DIP GALVANRED. AGAINST DAMAGE. REROUTE AS REWIRED. DRAWING No. ENSURE 10 NAIL FIXINGS ZWOMC ASSOCIATES ARCHITECTS AT LAP CONDITION (VIF) EXISTING 5 1 /4" x 1 1 /2" ARCHITECTURE DESIGN PROJECT MANAGEMENT PROVIDE ADDITIONAL NAILS RIDGE BOARD 100 VANDAM STREET, NEW YORK, NY 10013 WHERE EXIST. IS DEFICIENT EXISTING 7" x 3 4" COLLAR TEL. (212) 807-8577 FAX. (212) 807-9575 (TYPICAL BOTH SIDES) TIE @ 48" ON CENTER PROVIDE EAVES AND RIDGE VENTILATION THROUGH ROOF EXISTING 5 1 /4" x 1 1 /2" NEW ROOF RAFTERS @ 24 ON CENTER INSULATION EXISTING 7" x 3/4" DECK — BOARDS (TYPICAL) ���' ������ EXISTING 6" x 1 1 /2" CEILING - ' JOISTS TO BE RETAINED - - - EXISTING ROOFING FELT; PATCH AS REQ ' D. IF 100, EXISTING WALL PLATE (VERIFY CONDITION IN FIELD) LINE OF NEW FINISHED NEW 2" x6" DIAGONAL RAFTERS; CEILING USE 68 NAILS (TYP) AT LAP WITH 5/8" GYPBRD . ON EXISTING RAFTERS WOOD BATTENS, @ 12" ON CENTER NEW 14 GAUGE GANG PLATE, ONE EACH SIDE; CUT OUT 'V' SHAPE AT INTERSECTION OF TWO NEW DIAGONAL BRACES; (TYPICAL, EACH RAFTER/JOIST CONDITION OVER NEW LIVING ROOM ) EXISTING BASEMENT LEVEL D ARO+h'T m v 9tl��z o,,}�Oey RECONSTRUCTED ROOF SECTION sr GENERAL NOTES: TIMBER NOTES: PALUMBO RESIDENCE ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ALL TIMBER CONNECTIONS SHRILL BE ABLE TO DEVELOP THE FULL CAPACITY OF 1095 AQUAVI EW AVENUE LOCAL BUILDING CODE OF THE TOWN OF SOUTHOLD, NEW YORK. THE MEMBERS ATTACHED. ALL iCONNECTION HARDWARE SHALL BE SIMPSON STRONG-TIE CO. CH APPROVE© EQUPL. ALL FRAMING LUMBER SHALL BE EAST MARION, NEW YORK COORDINATE THE WORK OF THE STRUCTURAL DRAWINGS WITH THE STRONGS FIR-LARCH NO 1 ECD A MINIMUM FB IN 1,035 PSI AND WORK OF THE ARCHITECTURAL AND MI DRAWINGS. E = 1,600,000 PSI. EXISTING CONDITIONS, ELEVATIONS, DIMENSIONS AND SYSTEMS NOTCHES IN EXISTING OR NEW TIMBER FRAMING SHALL NOT BE ALLOWED WITHOUT SHOWN ON PIANS ARE BASED ON LIMITED FIELD THE PERMISSION OF THE ENGINEER. OBSERVATIONS. THE CONTRACTOR SHALL FIELD VERIFY ALL DO NOT CUT AND REFRAME AMY LUMBER WITHOUT THE PERMISSION OF THE DRAWING TITLE DETAILS, DIMENSIONS, AND ASSUMPTIONS PRIOR TO ANY WORK. ENGINEER WHERE EXISTING CONDITIONS DIFFER FROM OR PRECLUDE THE NAMING SHALL CONFORM TO ITHE NAILING SCHEDULE OF THE APPLICABLE LOCAL CODE. EXECUTION OF THE OUTLINED DETAILS, THE ENGINEER SHALL SECTION.n BE NOTIFIED. FASTEN EXISTING DECKING TO FRAMING WHERE LOOSE. PARTIALSECTIOR,N . THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING SECURE LOOSE TIMBER CONNEiCTIONS. A� p pp u `� AND BRACING REQUIRED FOR PLUMBNESS, STABILITY AND WHERE REQUIRED RESTORE ALL IDECKING WITH STRUCT I, EXTERIOR GRADE PLYWOOD ®�� FRAMING YYVu�Y V `V"1 SAFETY WHENEVER REQUIRED TO SUPPORT LOADS AS MAY BE SHEATHING 3/C THICK MIN. "T. R G.", PANEL SPAN RATING OF 48/24 WITH FACE M ��`!I IMPOSED UPON THE STRUCTURE DURING CONSTRUCTION. GRAIN PERPENDICULAR TO SUPPIORTS, PANELS SHALL BE CONTINUOUS OVER TWO BRACING AND SHORING SHALL BE THE SOLE RESPONSIBILITY OF SUPPORTS MINIMUM. ALL FINISHED FLOORS SHALL BE LEVEL PLYWOOD SHALL BE THE CONTRACTOR. GLUED AND FASTENED WITH BO INAILS OR 06 DEFORMED STAPLES AT 1Z' O.C. IF RESILIENT FLOORING OR MEETING 15 TO BE APPLIED TO THE PLYWOOD WITHOUT ^ �I UQUERLENT). iS THE PLYWOOD SHALL BE GRACE C-C GANDER OF EXTERIOR TYPE. D O / 1 ❑ /� I DO NOT FABRICATE ANY WORK MMOUT APPROVED STRUCTURAL CLUE SHALL BE EUSTOMFAIC CIONSTRUCTION ADHESIVE (B.F. GOODRICH PL400 OR \r�+I``Jr�JJL(\)I //L�///,LLUI�—L7 SHOP DRAWINGS AND MECHANIGAL/ARCHTTECNRAL SHOP DRAWINGS EQDIVALENQ. RELATED TO THE STRUCTURAL WORK. PROVIDE MISCELLANEOUS FRAANNG AS REQUIRED FOR APPROVED OPENINGS, PIPE ED HANGING, k OTHER ARCHITECTNRAL WORK. MIN. SIZE TO MATCH PREVALENT FRAMING. CONTRACTOR TO PROTECT AT ALL TIMES EQUIPMENT, PIPES ALL TIMBER USED IN EXTERIOR EXPOSURE SHALL BE CCA PRESSURE TREATED. AND OTHER EXPOSED OR EMBEDDED NEMS ON THE SIR ALL FASTNERS EXPOSED TO THE ELEMENT SHALL BE S.S OR HOT DIP GALVANIZED AGAINST DAMAGE. REROUTE AS REQUIRED. DRAWING No.