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HomeMy WebLinkAbout28462-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31807 Date: 09/13/06 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 2146 MAIN RD LAUREL (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 127 Block 3 Lot 6 .5 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 5, 2002 pursuant to which Building Permit No. 28462-Z dated JUNE 14, 2002 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS & ADDITIONS INCLUDING ONE CAR GARAGE, COVERED PORCH WITH SECOND FLOOR DECK AND CONCRETE WALK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. THIS CERTIFICATE CORRECTS COZ-29495 ISSUED 6/4/3 . The certificate is issued to NICOLO & CAROLINE S DIBARTOLO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 113001 01/25/03 PLUMBERS CERTIFICATION DATED 06/02/03 MARTINO PLUMB.& HEATING t/lzecy Signature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29495 Date: 06/04/03 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 2146 MAIN RD LAUREL (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 127 Block 3 Lot 6.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 5, 2002 pursuant to which Building Permit No_ 28462-Z dated JUNE 14, 2002 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SECOND FLOOR ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to NICOLO & CAROLINE DIBARTOLO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 113001 01/25/03 PLUMBERS CERTIFICATION DATED 06/02/03 MARTINO PLUMB.& HEATING or' ed nature 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. 28462 Z Date JUNE 14 , 2002 Permission is hereby granted to : NICOLO DIBARTOLO 2146 MAIN ROAD LAUREL,NY 11948 for SECOND FLOOR ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR WITH FLOOD PERMIT AND AS PER DEC AND TRUSTEES at premises located at 2146 MAIN RD LAUREL County Tax Map No. 473889 Section 127 Block 0003 Lot No. 006 . 002 pursuant to application dated APRIL 5, 2002 and approved by the Building Inspector to expire on DECEMBER 14, 2 Fee $ 1, 089 . 40 /Z 7Z2 uth ri ed Q.i.gnature COPY Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 28462 Z Date JUNE 14 , 2002 Permission is hereby granted to: NICOLO DIBARTOLO 2146 MAIN ROAD LAUREL,NY 11948 for SECOND FLOOR ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR WITH FLOOD PERMIT AND AS PER DEC AND TRUSTEES at premises located at 2146 MAIN RD LAUREL County Tax Map No. 473889 Section 127 Block 0003 Lot No. 00 . pursuant to application dated APRIL 5, 2002 and approved by the w ' "t Building Inspector to expire on DECEMBER 14, 2 i Fee $ 1, 089 .40 uth ri ed ignature COPY Rev. 5/8/02 ANTHONY CUCICH - ARCHITECT 37-08 28TH AVENUE, ASTORIA, NEW YORK 11103 TEL. (718) 726-1709 ._� ,.__ FAX (718) 726-1728 November 15, 2002 To whom it may concern J,YX�2-z Premises: 475 Condor Ct. Laurel, NY 11948 I Anthony Cucich R.A. state that: 1. An inspection was made for the integrity of the chimney and fire place and found to be satisfactory. 2. Dead air space will be vented to the outside with holes between beams. � Z tho ANTHONY CUCICH - ARCHITECT 37-08 28TH AVENUE, ASTORIA, NEW YORK 11103 TEL. (718) 726-1709 o FAX (718) 726-1728 April 23, 2002 South Old Building Department P.O. Box 1179 South Old,NY 11971 Re: Premises: 475 Condor Ct. Laurel,NY 11948 To Whom It May Concern: In reference to the above premises I, Anthony Cucich R.A., certify that the spiral stair from the first floor to the second floor meets state code requirements and the cupola ends on the second floor. There is no third floor. Sincerely yours, tt Antho Cucich R.A. MAY 2 2 2002 Jr j Board Of Southold Jown Trustees T SOUTHOLD, NEW YORK , z? PERMIT NO. _ Se107.. DATE: Au.g.. _z9,....2000 f: ISSUED TO ..........NICOLO Di$ARTOLO �y1 .�ufi�nri�tttinn t Pursuant to the provisions of Chapter 615 of the Laws of a the State of New York, 1893; and Chapter 404 of the Laws of the �^ State of New York 1952, and the Southold TownOrdinancean- p` titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;" and in accordance with the Resolution of The Board adopted at a meeting held on ...Aug. 23, 19000..., and in consideration of the sum of $..._150..00....... paid by " Nicolo DiBartolo t ......... I................................_..... ...Laurel of . .... ...._ ....... . ....... .. . N. Y. and subject to the Terms and Conditions listed on the reverse side hereof, -� of Southold Town Trustees authorizes and permits the following: Wetland Permit to construct a second-floor addition on the same footprint, add an attached garage, and add an open porch and second-story deck. all in accordance with,•the detailed specifications as presented in the originating applicafflon. ` IN WITNESS WHEREOF, The said Board of Trustees here- z• by causes its Corporate Seal to be affixed, and fhesepresents to be subscribed by a majority of the t77he said Board as of this date. Trustees x^ ' ♦ i ♦ ,t r -- - " Albert J. Krupski, President OFFO(NQS 4,COTown Hall James King,Vice-President �.t.� Gy 53095 Route 25 Henry Smith o P.O. Box 1179 Artie Foster C Southold, New York 11971-0959 Ken Poliwoda �� Telephone (631) 765-1892 Fax (631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 29 , 2000 Mr. Nicolo DiBartolo 475 Condor Court Laurel , NY 11948 Re: 475 Condor Court, Laurel SCTM#127-3-6 . 2 Dear Mr. DiBartolo : The following action was taken by the Board of Town Trustees during its regular meeting held on August 23 , 2000 regarding the above matter: WHEREAS, NICOLO DiBARTOLO applied to the Southold Town Trustees for a permit under the provisions of the Wetland Ordinance of the Town of Southold, application dated August 1 : 2000, and WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on August 2.3 , 2000 at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standard set forth in Chapter 97 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees approve the application of NICOLO DiBARTOLO to construct a second-floor addition on the same footprint, add an attached garage, and add an open porch and second-story deck. BE IT FURTHER RESOLVED that this determination should not be considered a determination made for any other Department or Agency which may also have an application pending for the same or similar project . Permit to construct and complete project will expire two years from the date it is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Two inspections are required and the Trustees are to be notified upon completion of said project. Fees : None Very truly yours , Albert J. Krupski, Jr. President, Board of Trustees AJK/lms cc : DEC Building Dept. e New York State Department of Environmental Conservation Aft of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0365 F,AX: (631;444-0360 John P. Cahill LETTER OF NON JURISDICTION-TIDAL WETLANDS commissioner February 2, 2001 Mr. Nicolo DiBartolo 2146 Main Road, Box 325 Laurel, NY 11948-1308 Re: Application #1-4738-01070/00005 Construct addition to single family dweiiling Dear Mr. DiBartolo: Based on the information you have submitted, this Department has determined that: The property landward of the 10' elevation contour as shown on the survey prepared by Joseph A. Ingegno dated January 16, 2001 is beyond jurisdiction of Article 25. Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please be further advised that this letter does not relieve you of the responsibility of ontaining any necessary permits or approvals from other agencies. Sincerely, JR r Evans Pe it Administrator CAF Amtkany CstckhArchitact 37-04 28"Avemw Aahoria,AT 11 IN Niooto Dibestolo 473 condor Ct. L,surel,NY 11948 Re: Revised Drswings Drat Mr.Dibmtolo, ftuclowd is the mviaed drawing A101 of tlw cmattwtioa drawings. As perymr re4um,I haus tWes4ned tie Southwest corner portion of the porch and genge A buffer zone of 2'4^has been provided. Tbb will be more thea O*gmsta clea[mncc fbr mwuctlon and prevetnien of arty ditttmbauee to the wujb B ati*ft grade level, lite work involved in ibis arta does not involve excavating any deeper than the ttmt line(4'-V bebw adjapeat grade Ievel)for easrOVIe ing the footings for both the porch and the grange- The words can wily be contained wltbin these psretntters. RespecARy, Anthony Cncich ArdAtect ..,. •. l:Lb I �, �it Form No.6 C/ `� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY UN - 2 2003 This application must be filled in by typewriter or ink and submitted to the Building Department with`the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling $25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. 6 — Z—o 3 New Construction: G/ Old or Pre-existing Building: (check one) Location of Property: �7`J �N�Or aptt-l- - /V&re/ House No. Street Q Hamlet Owner or Owners of Property: �p�o Qw M k,CA h-, Q J k itsaii Rfv, D Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. o` �, —72—Date ofPermit. G-C�-02 Applicant: p(p Y ��,hec� Health Dept. Approval: Underwriters Approval: y P 5 i Planning Board Approval: - Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ p 0o � r Applica t Signature g- '' o�a9Y9S Martino Plumbing, Heating, AC 127 Jamaica Ave Medford, NY 11763 631-475-9273 Nick DiBartolo 475 Candor Ct. j Laurel, NY 11948 298-5423 563-0228 To whom it may concern: All soldered joints at above address on any new or additional plumbing installed in house has been soldered with no lead solder. Richard J. Martino Jr. Lic.3168-MP J ff l i'7 0 3 On the 17th day of January in the year 2003 before me, the undersigned, a Notary Public LARRY S. KULICK in and for said state, personally appeared Notary Public,State Of Now York Richard J. Martino Jr. , personally known to W. o1KU491SM, Suffolk Qounty me or proved tome on the basis of Um 6xPUee: Oecembet2B,Z satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or person upon behalf of which the individual acted, executed the instrument. LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. ' 670 MIDDLE COUNTRY ROAD Application No.: 113001 Permit Number: ST.JAMES, NEW YORK 11780 (631) 265-3075 Block: Lot: Fax(631)265-6057 section Owner: Nick Dibartolo Agent: Victory Electric Address: 475 Condor Ct. Address: 1290 Lakeland Avenue tY Munici ali Laurel NY Bohemia NY 11716 Municipality : License#: victory OwnerPhone: Agent: No. ITEM SIZE No. ITEM SIZE No. ITEM SIZE 76 Switches: 0 SubFeeds: 0 PooISAbvBIo: 68 Receptacles: 0 Timers: 0 PoolslnGround: 9 GFCI Devices: 0 Transformers: 0 Pools Filter: 0 Dimmers: 2 ACEquipmentCentral: 20/20 0 Pools Lights: 95 MediumBaseFixtures: 0 ACEquipmentWindow 2 CO Detectors: 0 FluroescentFixtures: 0 MotorsbyHP: 0 Disposal: 0 HID: 0 Generators: 0 Metal Halide Lamps: 0 RangeOvenCookTop: 1 WhlrlpoolHotTub: 0 RefrigUnits: 0 DryerElectric: 1 Microwave: 0 WalkinBox: 4 ExhaustFans: 0 WaterHeaterEiectric: 0 ExhaustUnit: 2 CeilingFans: 8 SmokeDetectors: 0 SteamShower: 1 DW: 0 TrackLlghtingStrip: 0 BreadWarmers: 1 Laundry: 0 ElectrlcHeat: 0 GarbageDisp: 3 HeatingEquipMotors: 0 PumpMotor: 0 CentraiVac: 0 ExttSigns: 0 Disconnects: 0 ChandelierLifts: 0 EmergencySigns: 0 FutureOutlets: 0 ElevatorLifts: LOCATION OF WORK: ©Basement RjFirslFloor © SecondFloor © Outside ❑ Addition ❑ Survey ❑ New Const. Comments House Renovation Final 1/28/03 !Additions OH R1 UG ❑ Amp: 200 Phase: 1 Volts: 240 Wire CU Conductor 314 #of 1 Temporary ❑ Tv Size: Meters: Memberl.A.E.I. Electrical Certificate Certificate No. 113001 LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. THIS CERTIFIES THAT OUR LOCAL DISTRICT Certificate Issued on: 1/25/03 INSPECTOR COND TED INSPECTION OF THE Issued to Nick Dlbartolo VISIBLE PORTION F HE CTRICAL INSTALLATION DE C BE EREIN AND IS Address: 475 Condor Ct. COMPLIANT WI H C R ENT NATIONAL Laurel NY ELECTRICA O Victory Electric 1290 Lakeland Avenue - -- — - - Bohemia NY 11716 IAEI Certified Inspector BUILDING PERMIT EXAMINER CHECK LIST DATE ISSUED: /02 DATE,REVIEWED: _q_/_9__/02APPLICANT:�'3AaTo o N1co w ¢ C PR.ouvJe -- DATE'SUBMITTED: /02 SCTM# DISTRICT: 1,000, SECTION: I'L 4- , BLOCK: 3 , LOT: (o,Z STREET ADDRESS: /4957 CITY: SUBDIVISION:�6Sc . PROJECT DESCRIPTION: IF, D- ESTIMATED PROJECT COST: A CHITEC / ENGINEER: d Ur. i C F.i FAST TRACK? i b SINGLE & SEPARATE CERTIFICATION-REQUIRED? NO NOTES: LOTS 40,000SF-100-24.Lot recognilfon.(CRr. nm FATED before June 30, 1983),UNDERSIZED LOTS FROM JAN. 100-25.Merge (A nmconfoina at any bine alter 711/8. ZONING DISTRICT: Ac- CONFORMING? REQ. LOT SIZE:Oo ACT. LOT SIZE: j e, '" REQ. LOT COV. ACT. LOT COV. REQ. FRONT so PROP. FRONT 70, -4 REQ SIDE Zofyy ACT. SIDE,_ y2Y K7 REQ. REAR so PROP. REAR WATERFRONT? YES D SCRIPTION: ��' `-•H£ . r�rt. -- PANEL #: FLOOD ZONE:____ PPRQVALSREQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED #):_DTE:—/ / PERMIT #:R10- TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 9/l/7 E or NO N l SOUTHOLD TOWN TRUSTEES: or NO t 5,X A1MA Zr 91022 TOWN ZONING BOARD APPROVAL: S o TOWN PLAN. BOARD APPROVAL: YES or TOWN HISTORICAL PRE (SPLIA): YES O NYS ENERGY: -a OR NO ✓ / / EGRESS (18 H min.? 4 sq total) VENT ( FT, x 4%) ✓ LIGHT(SQ. FT. x 8%) ✓ BUILDING PERMITS OPEN/EXPIRED: BP -Z/C/0 Z_ HAVE PRE CO'S : Y OR N -Z/C/o Z- NOTES: J f - _ PPS T-A 1 µ T T (LCA <b CLAftg-luk n r FEE STRUCTURE: FOUNDATION: SF wl-, FIRST FLOOR: 1� b�? SF G�*�r•E .��y�-f /ems . i3O..aalL. D SECOND FLOOR: i� SF q�,•, /��x� fo p 50 OTHER: SFCPP4 OMsµ INIT OT e, TOTAL: 3t( LI QJ SF FEE FEE FEE I SF)- ( 650 SF)= 0, X98 SF X $-30 _$ 9ST-{6+$ ISoFLOOD 2. ( SF)- ( SF)= SF X$ _$ +$ +$wgm1T = $ 160.o0 j OFFICE OF BOARD OF APPEALS Southold Town Hall 53095 Main Road Southold, NY 11971 765-1809 tel. r 765-9064 ZBA fax. REPLY FORM Dated: 1;2 , TO: � W' f nicoQo l�i�k"tzoSa-S� ¢ce�� �i (}-your application is incomplete for the reasons noted below. ( ) It is requested that the following be forwarded as soon as possible (within about 7 days, if feasible). The advertising deadline is 22 days before the meeting date and the information is necessary for review and advertising purposes. You may forward the information by fax at 765- 9064, however, please send the original by mail. Thank you. ( ) The appeal was not filed within 60 days of the decision of the Building Inspector. (� Missing information - please see missing information checked below. Please submit all the documentation, together with information noted below. If you have any questions, please call us at 765-1809. Thank you. Information requested: 1 s+ Notice of Disapproval issued by the Building Inspector after his/her review of this particular project map��tti CGvid C cs ll-" U-GcJ+� /U-"-.tc {rev.o Q. 7'e-«. O Check payable to he Town of Southold totaling $ Pklajh-e-e J ya rn� O Signature and notary public information are needed. ( ) An original and six prints of the map were not included. (Preparer's name and date of preparation to be shown.) ( ) Setbacks must be shown for the subject building to all property lines, with preparer's name. ( ) Six(6) sets of a diagram showing the doors, number of stories, and average height (from natural grade). ( ) Ownership Search back to April 23, 1957 for the subject parcel and all adjoining parcels, certified by a title insurance company, and insuring the Town for$25,000. ( ) Copies of all current deeds and tax bills of the parcels back to . ate Ale ow ANTHONY CUCICH - ARCHITECT 37-08 28TH AVENUE, ASTORIA, NEW YORK 11103 TEL. (718) 726-1709 FAX (718) 726-1728 June 10, 2002 Re: 475 Condor Court Laurel, NY 11948 DiBartolo Residence To Whom It May Concern: I, Anthony Cucich R.A. state that all work indicated conform to New York State Code. Sincerely, Anthony Cucich R 765.1802 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: / Z .,�- z DATE d Old INSPECTOR � ��Zt 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ q,,F`b'UNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY Aj� / ( ) REMARKS: 24 a�Q aetaDATE .o � INSPECTO G M-lW2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ TROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FMING ( ] FINAL [ �IREPLACE CHIMNEY REMARKS: id kf f V DATE O ® 0 INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ /] FOU DATION 2ND [ ] INSULATION ['� ] F MING [ ] FINAL [ FIREPLACE A CHIMNEY REMARKS V' l' i -� DATE 16 INSPECTOR /' 765-1802 BUILDING DEPT. INSPECTION [ ) FOUNDATION 1ST [ ;INSULATION RO PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING [ ] FINAL [ ) FIREPLACE & CHIMNEY / REMARKS: ? �� DATE (/,V, 1/INSPECTOR z4 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROU H PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING [ FINAL [ ] FIREPLA & CHIMNEY REMARKS: ATE ` �3 INSP OR ,� M-lW2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ FINAL [ ] FIREPLCE & CHIMNEY REMRK _ I �- DATE 3 INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]�FINAL ION [ ] FRAMING [ [ ] FIREPLACE A CHIMNEY REMARKS: c� DATE 45r INSPECTOR FIELD INSPECTION REPORT DATE CONMENTS d FOUNDATION (IST) H C FOUNDATION (2ND) z � o ROUGH FRA2vTING& H PLUMBING I t' INSULATION PER N.Y. STATE ENERGY CODE Xlz r� 3 FINAL j r ADDTITONAL CONEWMM 0 z f..: fG m cl a O z x x d J# TC VN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11471 3 sets of Building Plans TEL:765-1802 SurveySurvey __ PERMIT NO. !/ ! check Septic Form Z% ,1N.Y.S.D.E.C_. TNateeS Examined 20 r' ContacZt: /Approved_ 20_� Mad to: l/cD K t6 it R--'V(.v ,�.aDisapproved aid / 4-LS `wv o6R GT- fi1Q NlCf�. ^! . t%M/ .._- Phone: 2qS -5LJ-7+5 <HOIYI� '' uildin In ctor APR 520 .:a j _----1 APPLICATION FOR BUILDING PERMIT Date /VjQ-QGn Z S ,2007- INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be con menced before issuance of Building Perait. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupancy is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit Paramount to the Building Zane Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectorson premises and in building for accessary inspections.!� (Sigmnue of applicant or came,if corporation) �,L75 L'oI✓Om.e cr- 14,CfAet Ai ,11/ 8 . (Mmhng add—of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder d NJN6L t/ q Name of owner of premises /y/Go It, 164�O1/WE S- /Bf4K 7VL 0 r (as on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. 0wl✓h9- �7 Plumbers License No. Electricians License No. Other Trade's License No. I. Location of land on which proposed work will be done: X75 Con/42 � T f} r1�6L House Number Street Hamlet County Tax Map No. 1000 Section Z' Block 3 Lot G • Z' Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intSnded use and occupancy of proposed construction: a. Existing use and occupancy D !L,C 4A- 41 b. Intended use and occupancy © g( �i9- 3. Nature of work(check which applicable):New Building Addition Alteration e/ Repair Removal Demolition Other Work (Description) 4. Estimated Cost$/.'P0, 00 0 Fee (to be paid on filing this application) 5. If dwelling,number of dwelling units�Number of dwelling units on each floor + k 2.vO 370e y� If garage,number of cars / 6. If business,commercial or mixed occupancy,specifynaturenaturenand extent of each type of use. X119 7. Dimensions of existing structures,if any:Front 4 U T �r Rear 414�'�`/rr Depth .3 r '!�rr HeightNumber of Stories , Dimensions of same structure with alterations or additions: Front f 7 T Rear Depth �t" Height 5/S/'//A NumberofStories 72- 8. Dimensions of entire new construction:Front to '� Rear 6y r ,r Depth 3 54 r rr Height --3!ge` Number of Stories '2.. 1 r nr if Depth 9. Size of lot Front O Rear 7-00 © Z-O o I / 10.Date of Purchase Name of Former Owner 1rp 9 S4" �IG.Yf/✓ti/Z 14e-4 41W 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation: 13.Will lot be re-graded /Y.0 Will excess fill be removed from premises: 'ES NO y.as y 1t Gg¢o1 wr6 S 14.Names of Owner of ppremises D t D A.Q rp Lu Address 7 G%w/0d hone No. Z g S—5 23 Name of Architect Rt✓r7M� ?,w ere/7 Address —D I — �'' hone No Name of Contractor©1C. Address Phone No. 15.Is this property within 100 feet of a tidal wetland?*YES ✓' NO (20,+SJDAC.r4 ivy . 11103 • IF YES,SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16.Provide survey,to scale,with aceumate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) n �/CD Q �/ e AAR 7-04C> being duty swam,deposes and says that(s)he is the applicant (Name of individual signing coaftact)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the hest of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Swom o before me this L day of MA-rP 20�v r , o Public Signature of Applicant LARRY B.MUCK Notary Public,State of New York No. 01 KU4916856, Suffolk County Term Expires December 28.200 a EYI6TIA6 NEW EMTN O O 3 Y 1 o urp ' EX36r. I 1 RO L-UN - 1 [Y15t. EXIST . I p a5 R[3.W nx D b MU TC& [AMD tea E .ATG �REPAIR O LL 1 D IHpU[REO. V r n min _ R' R[MOV[ [X[BT[xB '� + n .3[ C O 1x[w W'C r 9TAiR R[P1Ace Si<R ON RADE WITH NEW CUSTOk RE[m WI X6IID-t0 n �yOpD STAIR AND f E%FR }YC OEA _ M(W M. _ r OIlIEXT MEW STAIR TOY �r x IN ORPOHITE D.WCTION7 E%TP. r[mH exBnno / Fur 11 MCAD[L - = r IQ� Z 82 small h9 / DEPT+ OP[Mf16 g a OL. O D I (� Al P 'HAI _ - - a uw RIA LOChfT�IlvUaa�LNccc 31d FIELD IUP rosr?pol�iaE eo e I / - 4 IST. 1 RE4p LYPIUMN N3Ej PATCN 8O RE A1R ALL FROM REM(NAL. O x g L I 16LT 21'9"10 ID 0 L/6X6 TREATED 1 / EYST. - E%i6T. '1'-2 " y0. _ Ci.p 9 ♦ \\\\ WOv9 75V / {I j'- .♦ RAWr TBD // bap \ ♦\`� �1 IST, M. PLAN A-Z 114' • t-g" 7 / 4 - CiA1P1 YU iN r II AT 3 ��Ir 4i rvi ) l� V Y q I � I Jam: n' r d I rF' rli r ri rr g cHo '` k2g,1z - : � .150 23!O9 o4 :µ 4&.-3 1 _ r s7 I q I� J N,61�17 E. y>.os I SII roNCf,� �„- I '0W-ii�l_ l 2 ms E-`l cows( ' _ 1 I - 4 t' 1 i I ti .5 0 j c� Cot MA 170 POOL Ib ( I Qj .. I� tI ` j, t1 u1 m �� __ 'I posponso NOVEL vi I LOT `•! QE, Eft DwAF op JI. JiF of E n rl AITHE Y _Cr c ' -I: _ ifF � �f _lefP1P ,:" ?"' '✓LOADWAY I r ween ssicGF rw � POLES i ; AMEIAXED A.P2 . Iii9�,4;AU6.f8,fCxX.E A214,1996 I t_�9( GU,,I,AH T E.EC -'0 FC.EET i - ::urm,.m�. FlhtD TO THF. Oln!^.r[ I _�a In � o< .r .,, _P.a _ rlrJerf' t_ ._ -- r•;yla,"3,1''�17"� � 111111dr I {{ I i 1 —— -- --- --— — — _.. — -- ---- — ----' — — ----... -- -- — Z'P a o. 9 O a? , w SURVEY OF PROPERTY SITUATED AT LAUREL O/F TOLp O TOWN OF SOUTHOLD oro/nIDDHAgTOL� I / �\ SUFFOLK COUNTY, NEW YORK CARoiINE s �ti / ! / \� c�\ S.C. TAX No. 1000- 127-03- 6.2 L5 / / o,A SCALE 1 "=20' j br �,-1, � � �`!� NOVEMBER 22, 2000 s ��¢ %q - " 'x AREA = 40,000.00 sq. ft. / /'A _ _ ,,.a s sp m t'a- 0.918 ac. // V °—yea \� �� r NOTES' 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 50 EXISTING CONTOUR LINES ARE SHOWN THUS: — 5-- — QF.FL — FIRS! ftD°R � �I I I � I � �� � Ny G' N ,� ✓�� V � `D o p22 \ N \ ov , > — q � �• A h� � •_ __ f � — a2• xx yK o ppb` cnoz qy mb oo A hh y. 1, 0 ,L§ O O \. 10 CP � � r q I � V UNAUNR acD ALTERATION OR An°mGN .b '£ ,.• \ \ h TO THISsUIN£Y IS A NOLAnoN OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. x C] NK D SEk- OR THE LA OF THIS SURVEYMAP NOT BEARING h EMBOSSED SI 5° 'SHAll INOT BE CONSIDERED TO BE A VALID TRUE COPY. 151COTD CAROMS INDICATED HEREON SI RUN ONLYTO THE PERSON FOR WHOM THE SURVEY \ IS PREPARED. AND ON HIS BEHALF TO THE [�] U TITLE COMPANY. GOVERNMENTAL AGENCY AND �' �✓ LENDING INSTITUTION HSTED HEREON. AND N ,yh(m. TO THE ASSIGNEES OF THE LENDING INST- Q TuToN CERTIFICATIONS ME NOT TRANSFERABLE THE W O/F 'rOl'p O AND/OR SEASEN EASENCE OF EMENTS RECORD.GHTS OF IF /DIDAIbAgTOL ANY, NOT SHOWN ARE NOT GUARANTEED. NICOLE S. D \ CARpLIN r PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS's FGR AND suTNEYS M FSTAHUSHm Joseph A. Ingegno BY 1S H USE. AND M MD AFF LAD FOR SUCH USE NY THE YORK STATE VEND B ETI Land Surveyor ��h/ m0E OF Ofl 1i (I a T'T Title Surveys - Subdivisions - Site Plans - Canstrvcban Layout I PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOGAT AADDRESS 1380 RONOKE AVENUE P.O.P.O. Box 1931 N.Y S. Lic. NO. 49668 RNERHEAO, New York 11901 Riverhead, New York 11901-0965 20-651 a b ' OCCUPANCY OR r SE IS UNLAWFUL S 170 48' 40" E 200.00' f:: General Notes H OF OLMra%Y 9 RAILROAD p UNDERWRITERS CERTIFICATE O REQUIREA, O OO t;_ ,I Ci ROODzom� AES C ) Y N C0 6YMRf111R� SASN-Yc2 Z � RREGULAR WIRE FENCE Rood iDY7H01,w X08 - yd °i OT LNG DEPARTMENT A !ss-1602 S AM TO 4 PM FOR INK FOLLOWING INSPECTIONS: IL FOUNDATION • TWO REQUIRED FORPOUREDCONCRETE f„ f.. r ' 7ER CERTIFICATION i ROUGH • FRAMING A PLUMBING v _ I INSULATION NOTE: Li CONTENTBEFOR 4 FINAL • CONSTRUCTION MUST C I " ''�,47_F OF OCCUPANC BE COMPLETE FOR C.O. FOR ADDITIONAL {, -,�, Js ALL CONSTRUCTION SHALL MEET GRADING INFORMATION SED/N WATER THE REQUIREMENTS OF THE N.Y. REFER TO SURVEY a Y t TElbl CANNOT CODES. NOT STATE CONSTRUCTION s ENERGY E t ' '/7C Of 1% LEAD. DESIGN OR CONSTRUCTION RESPONSIBLE ERRORS PROPOSED If copper tubing W Qasd RAMP for water distribBRng system; piping shall be LATTfICE FENCE of types K or L 0nbf — — — — — UNDERWRITERSCERTIFICATE — REQUIRED — BAY WINDOW I I N PROVIDE SMOKE-DETECTING / ALARM DEVICES / PROPOSED AS 1'0 PART. 721.1 / GARAGE N.'Y.:1 BUILDING CODE. EXISTING 11/Y'STY — / FRAME HOUSE PROVIDE OPENINGS FOR PROPOSED 2ND STY. EPr"ERGENCY ESCAPE AS q -- —ADWIGN– — — — — — 5Q 1gUIRED BY PART.714 Of I \ 16'-0 N.Y. STATE BUILDING CODE. 0 O \ 00 0 O — I \ O � I � m PROVIDE SHOO PRE OND/SK WIlW 1s a \ 2a 9✓ LL m THERMAL SHOCK PREV 111 i DEVICES AS i0 PA9 (m I \ \ Z 0 U N.Y.STATE BUILDQ_Pi E. — — W Cn SOW �- - - -- - 0Z JZ EL D O OJO ��e ZX Z W ti° �� Q V 10 7+ �rtN� Al V ° PROPOSED 0J N0. Revlelannesue Date DECK p� PLUMBING 10.6+ ALL PLUMBING WAST( T --------- '� Seel Dnmmby: A WATER LINES NEED ,IPA� TESTING BEFORE COYERINQ �,y� Revised by: -- ��`1t' SITEPLAN / —chocked by: rc )3 a / Flim Name and Address ANTHONY CCH / 37-0820TH AVENUE,ASTOR ,N.Y. 11103 TEL.(718)728.1709 FAX. 8)72&1720 / Designer / ] JP DESIGN CONSULTANT 28-4740 STREET.ASTORIA,N.Y.11103 / TEL.(718)777.7034 FAX.(710)777.7034 / DIRT DRIVEWAYEMAIL:IpGbwey.net ' / •' Pmlact Name and Address _ � EQQEOF CREEK PROPOSED 2ND FL. & GARAGE ADDITION FOR / MR. k MRS. DEBARTOLO RESIDENCE 4715 CONDOR CT., LAUREL, N.Y. 11948 APPROXIMATE > (831) 298-6423 EDGE OF �! W WETLANDSO Flle name: Xrel: N DEBAR C5T—AO.DWG NONE N. '-^* �_ -- ••1 •.0' I Reference no. / N I 2010 / z Z Date HJZ Bcea 01S N/O/F 200.00' NICOLO DIBARTOLO r, CAROLINE S. DIBARTOLO S . r T. 0. RIDGE ASPHALT SHINGLES OVER 15j/ FELT _ __-py�_94; CV= PDAnr General Notes 11 PLYWOOD ROOFING r6"X6" EATED EL + 34 - 9G• 2kASSEMBLY ST W/ �y s PAINT FINISH, TYP. 4" ALUMINUM 4" ALUMINUM 2"X6" TREATED GUTTER GUTTER WOOD DECKING 3" ALUMINUM 3" ALUMINUM 6"X6"" TREATED LEADER LEADER WOOD POST W/ PAINT FINISH, TYP. ` 2"X8"" TREATED WOOD JOIST �\ „ WOOD JOIST, TYP. BLOCKING AS TOP OF GABLE El SILL PLATE ------_—.—.—.— II Q REO'D. U7) ASPHALT SHINGLES HUNG WINDOW SEE OVER 15# FELT PLAN FOR TYPE OVER 5/8" EXT. GRADE ANCHOR BOLT II LEDGER BOLTED PLYWOOD ROOFING II z TO BUILDING WALL ASSEMBLY a FLASHING & Q Z H COUNTER FLASHING CONCRETE PIER ON 0 3/4" EXTERIOR GRADE 24"X24" CONC. 0 PLYWOOD SPACER FOOTING p Cd / L ` DECK CONNECTION TO BUILDING R-11 INSULATION 1 W DETAIL ® EDGE OF DECK w A-8 1 1/2" = 1'-0" A-8 1 1/2" = 1'-0" Q w > z x s dolsrs Q m 0 12" O.C. - -- - --F 0. CLG. JSTS. - - ----- ------------ 2xno JOISTS ® 16o.c. EL + Z11 - 411 - PP'D ASPHALT SHINGLES INSULATION ANDERSEN DOUBLE HUNG WINDOW SEE , • Q, i# BLDG. PAPER DOUBLE PLATE PLAN FOR TYPE /8" EXT. GRADE PLY. ROOF F GARAGE 3/4"X5" ALUM. o o MASTER BEDROOM JTTER FLASHING & COUNTER FLASHING X10 RAFTERS (2) 2X6 TRIMMER /8" PLYWOOD SOFFIT SECOND FL. --- - —_-- —1 LAYER OF ---- No. Revision/Issue Date X4" TRIM EL + 12'- 4" H 5/8" GYP. BD. ON OF 4" WD. APHALT SHINGLE STUDS, Drawn by: Beal 301b. ASPHALT Ss AV �s�b FELT PAPER Revised by: 3/4" EXTERIOR tz / Checked by: GRADE PLYWOOD ROOF DECKING 5/8" EXT. GRADE -- PLYWD. SHEATHING I NE AMILY FZOOM LAP FLASHING Z CT) Flan Neme end Address 2"X8" LEDGER 2"X10" BLOCKING IWHERE RAFTER -- ANTHONY C (71 97-OB 28TH AVENUE, A9TO N MEETS STUD WALL .Y. 11 3 TEL. (714) 728-1708 FAX (738) 726-17 i 2"X6" SOLID EXTERIOR GRADE WOOD BLOCKING Designer oO JP DESIGN CONSULT T STRIATED CEDAR SHAKES L.28-47(714) 46 SIMET.-7034 FAX (7 B) .Y.. 103 TO MATCH EXISTING FIRST FL. O EMAIL-jpfabwey.net ANCHOR BOLTS 2"X8" WOOD RIGID INSULATION — d" _L2 1 I1 — -------�——�-- project Nems end Address RAFTERS 2"XS" RIDGE 4" SLAB ON GRADE N PROPOSED 2ND FL. & BOARD GRADE _ _ GARAGE ADDITION FOR —_—_ ------ —_—_—_---_—_— —_—_ —_—•—_—•—'--- MR. & MRS. DD3ARTOLO RESIDENCE 12" CONC. FOUNDATION WALL �I EL + O'- O'° 475 CONDOR CT., LAUREL, NY 11948 t ; (518)298-5429 / 4 \ DETAIL ® RAFTER 1'X2' POURED CONC. FOOTING FDe nems:IBXrat: DART-AIO.DI/G NONE A-8 1 1/2° = 1'-0" I• ' dference no. Sheet �3� SECTION ® CUPOLA Re2010 / DETAIL 0 RAFTER , A-8 1 �2' = 1 -0'1 Date A-8 1 1/2" = 1'-0" d I y 04/15/00 fff ►►► Q scale A3 NOTED I i S 170 48' 40" E 200.00' General Notes 1,256 90'TO LONG ISLAND RAIL ROAD O O O 0 C'4 N IRREGULAR WIRE FENCE i o II I $ NOTE FOR ADDITIONAL GRADING INFORMATION REFER TO SURVEY PROPOSED RAMP 70'-83.1 8" 65'-3" LATTICE FENCE ! - I IRAYWINDOW �99------------------------- * 4 PROPOSED GARAGE 1 EXISTING 1 112"STY _ FRAME HOUSE f PROPOSED_2NO STY. q ADDITION Oro 16--0" J 0 00 OOF- Q � ¢ Of co iLL m Q s'a^ z4'-o^ LL m Z (n -a-- a -- Z C' (n Ow 0Z J Z OJ :SHI D OJ ETA U Z - a;s, os� �P z � PROPOSED I No Ravlslonllssue Date DECK p� 10.6 + 01 + Seel Drawn by: AR dPY Revised by. SITEPLAN -- 1 — - Checked by lk Firm Name and Address ANTHONY CU H 37-0826TH AVENUE,ASTORIA.N.V. 103 TEL.(718)72&1709 FAX.(718)728- 28 Designer 971 JP DESIGN CID ULTANTS 284746 STREET,ASTORIA, .V.11103 TEL.(718)777.7034 FAX,(718)T 7- 34 O DIRT DRIVEWAY' EMAIL jp®bway.net Project Name and Address �— EDGE OF CREEK PROPOSED CONVERSIO FROM 1 TO 2 FAMILY 20-37 41 ST. APPROXIMATE ASTORIA, NY 11103 W - EDGE OF (718) 645-3714 / C WETLANDSO Filename: Xreh 0 N DIRART—AO.DWG NONE N T T Reference no. Sheet CV N 2010 r� \� DaEAS Z Z 01 rtr Sc01 SZ 48' 4( rW- '� N/O/F 200.00' ED NICOLO DIBARTOLO CAROLINE S. DIBARTOLO 14. PROVIDE MINIMUM 1/2" AIR SPACE TOP, SIDES AND ENDS Of WOOD CHIMNEY G ENERAL NATES GIRDERS ENTERING MASONRY OR CONCRETE WALLS. I EXTEND EXISTING MASONRY, FLUE LINING TO A HEIGHT OF 2'-0" MINIMUM (' IS PROVIDE 1" X 3° LUMBER OR EQUIVALENT METAL BRIDGING IN FLOOR AND ABOVE LEVEL OF NEW RAISED RIDGE FLASH AS REQUIRED MASTER LEGEND At DRAWINGS AND SUBSEQUENT NOTES WERE IN CONFORMANCE ROOF FRAMING FOR EACH 8 FEET OF SPAN AND AT SUPPORTS 2. ALL WOOD FRAMING AND FURRING AROUND CHIMNEYS TO BE KEPT 2" CLEAR General Notes HE BASIC REQUIREMENTS OF THE ZONING AND CONST UCTIONE CODE OF LOCAL FROM OUTSIDE FACE OF CHIMNEY OR MASONRY ENCLOSING FLUES TRIMMERS WALL TYPES MATERIALS HAVING JURISDI E OW FOR RESIDENTIAL CONSTRUCTION ALL INFORMATION 16 DOUBLE UP FLOOR JOISTS UNDER PARTITIONS RUNNING PARALLEL TO ATA FURNISHED BY THE OWNER AND/OR BUILDER SUCH S TEST BORINGS, JOISTS SHALL BE AT LEAST 5" FROM INSIDE FACE OF CONCRETE OR MASONRY 0 EXISTING TO REMAIN SURVEYS, AND IF ANY, DEED RESTRICTIONS, ALONG WITH THE DESIRED TYPE OF CHIMNEY WALLS GRAVEL BUILDINGS HAVE BEEN INSTRUMENTAL IN THE PREPARATION OF ALL WORN 17 ANCHOR PARTY WALLS TO EACH TIER OF JOISTS WITH I/4" X 11/4' wl C � EXISTING TO BE REMOVED 3 NEW PORTION OF CHIMNEY AT SECOND FLOOR LEVEL SHALL BE FURRED , STRAP' "T" ANCHOR AS FOLLOWS. / / NEW WOOD PARTITION- 2. THE ARCHITECT OF RECORD HAS NOT BEEN RETAINED FOR FULL SUPERVISION, li IS OUT WITH 1-1 a�'' MTL. STUDS AND 5 8" GYP. BD FINISH TO MATCH THEREFORE THE CONTRACTORS RESPONSIBILITY TO INFORM THE ARCHITECT AND THAT OF EXISTING ADJACENT SURFACES (FINISH AND/OR PAINT TO BE NEW 2"X4" WOOD STUDS @ 16" SIC BUILDING DEPARTMENT OF ANY CHANGES OR DISCREPANCIES WITH OR TO THE A) WHERE JOISTS ARE BEARING ON WALLS ANCHOR TO BE 4V 0 C PLASTER, APPROVED PUNS ALONG WITH ANY UNFORSEEN OCCURANCES DURING SUCH AND 16" LONG., DETERMINED BY OWNER) A W/ (1) LAYER OF 1/2" GYP. BD. ON OUTSIDE SAND, CONSTRUCTION PHASEB) WHERE JOISTS ARE PARALLEL WITH WALL ANCHORS TO BE MINIMUM 44" AND WATER RESISTANT TYPE CEMENT LONG ENGAGING MINIMUM THREE JOISTS 3 SUPERVISION BY THE ARCHITECT IS LIMITED TO THAT WHICH IS REQUIRED BY SUBS ON GROUND ON INSIDE ( SEE WALL TYPES SHEET A-10) ., TO STIFFEN TOP OF WITH NEW WOOD PARTITION- EARTH THE BUILDING CODE ONLY WITH ALL COSTS BORNE BY THE OWNER 18 PROVIDE DOUBLE STRAP ANCHORS MAXIMUM 4'0' 0. S TO BE 4" THICK UNLESS OTHERWISE INDICATED, REINFORCED WI 6X6 #IOX10 WELDED WIRE MESH, SUBS TO BE PLACED ON 4" POROUS FILL, NEW 2"X4" WOOD STUDS c0 16" DC. 4 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF ALL STEEL FLANGE WHERE JOISTS ARE SUPPORTED ON STEEL BEAMS UNLESS OTHERWISE INNDICATED CONCRETE TO BE 2000 PSI CONCRETE B W/ (1) LAYER OF 1/2" GYP BD ON BOTH CONDITIONS AND DIMENSIONS AT THE BUILDING SITE AND IS NOT TO NOTIFY THE SLABS TO BE POURED IN CHECKERBOARD FASHION, MAXIMUM POUR, SIDES ( SEE WALL TYPES SHEET AID) SS- ARCHITECT OF ANY DISCREPENCY PRIOR TO PROCEEDING WITH THE CONSTRUCTION BETWEEN PREMOULDED EXPANSION JOINTS 625 5 F. PROVIDE EXPANSION SECTION _ WORK. HE SHALL TAKE MEASUREMENTS AS REQUIRED AND BE RESPONSIBLE FOR SAME 19 WOOD JOISTS TO HAVE A MINIMUM 4" BEARING, UNLESS OTHERWISE JOINTS ARGUED PERIMETER AT COLUMNS O NEW EXTERIOR WALL- 5 THE GENERAL CONTRACTOR SHALL FULLY FURNISH ALL REQUIRED LABOR, MATERIALS INDICATED REINFORCING BARS NEW 2"X6" ® 16" OC EXTERIOR GLASS- EQUIPMENT AND ANY OTHER ITEMS WHICH MAY BE DEEMED NECESSARY TO THE I ALL CONTINUOUS REINFORCING BARS TO BE LAPPED 32 X BAR DIAMETER WOOD PARTITION W/ (1) LAYER OF 5/8" ELEVATION PROPER EXECUTION AND COMPLETION OF ALL WORK SHOWN, CALLED FOR OR INFERRED 20 CONCEALED SPACES WITHIN PARTITIONS, WALLS, STAIRS, FURRING, PIPE AT SPLICES AND CORNERS UNLESS OTHERWISE INDICATED. LAP GYP. BD ON INSIDE & EXT. STRIATED CEDAR BY THESE ACCOMPANYING DRAWINGS AND SPECIFICATIONS. ALL NECESSARY SHORING SPACES. ETC , SHALL BE FIRESTOPPED. (SEE FIRE PROTECTION NOTES) CONTINUOUS BARS AT CENTER BETWEEN SUPPORSTS AND AT SUPPORTS SHAKES OVER 15u FELT BLDG PAPER OVER AND BRACING OF ANY EXISTING CONSTRUCTION AND THE PROTECTING OF EXISTING tt BATT CONSTRUCTION. TERMINATE CONTINUOUS BARS AT NONCONTINUOUS ENDS WITH STANDARD 3/4" PLYWOOD SHEATHING ON OUTSIDE. O INSULATION 21 ALL INTERIOR STUD PARTITION; TO BE OF 2" X 4", 16" O,C COVERED HOOKS. (SEE WALL TYPES SHEET A-10) 6 ALL CONTRACTORS USING THESE DRAWINGS ARE TO COMPLY WITH ALL LAWS, WITH 5/8" SHEETROCK, UNLESS OTHERWISE INDICATED 2 PROVIDE CORNER BARS AT WALL INTERSECTIONS SAME SIZE AND SPACING A ORDINANCES AND REGULATIONS WHICH BEAR ON THE SCOPE AND CONDUCT OF THE AS HORIZONTAL BARS (MIN. O4 & 12 X S'-0"), NEW WET WALL PARTITION- WORK IN ES AND TO THE MATERIALS, ASSEMBLIES, FORMS AND METHODS OF 22 ALL WOOD FRAMING AND FURRING AROUND CHIMNEYS TO BE KEPT T CLEAR CONSTRUCTION, AND SERVICE EQUIPMENT USED. NEW ) RE XIS" MTL STUDS FL TO C 16" OC FINISH WOOD FROM OUTSIDE FACE OF CHIMNEY OR MASONRY ENCLOSING FLUES, TRIMMERS ° W/ (1) LAYER OF 1/2" WATER RESISTANT 7, PRIOR TO THE COMMENCEMENT OF WORK THE CONTRACTOR SHALL OBTAIN ALL SHALL BE AT LEAST 5" FROM INSIDE FACE OF CONCRETE OR MASONRY CO�XJCRETE WORK TYPE GYP BD. ON BOTH SIDES NECESSARY PERIMITS,APPUCATIONS, ETC, AS REQUIRED BY STATE OR LOCAL CHIMNEY WALLS (SEE WALL TYPES SHEET A-10) CODES ROUGH WOOD, DEMOLITION TDOUBBLESSTUDSAATE ENDS OFOOPE(NGS, BETWEEN WIDTH WITH 2" X p' IRS 10-3 MATERIA-100 ICN AND CONSTRUCTION SHALL MEET THE REQUIREMENTS OT OF STANDARD BLOCKING 23 BEARING PARTITIONS, IF ANY, TO BE OF 2 X 4' STUDS 16" 0 C WITH NEW DIVIDER WALL- RIPLE TUDS NDS GS ETWEEN 3'6" AND 6'0' AND RS 10-3 AND C.6-10043 OF THE NEW YORK QTY BUILDING CODE UNLESS OTHERWISE NOTED NEW 2X4 WOOD STUDS O 16' OC PLATES AND 2-2 X 4" TOP PLATES DOUBLE BEAMS AND SOLID BRIDGING 2-CONCFETE MAY BE PROPORTIONED AS PER FOLLOWING TABLE W/ (1) LAYER OF 1/2 WATER RESISTANT PLYWOOD 1. ALL EXISTING INTERIOR WALL FINISHES TO BE REMOVED -TYPICAL. SHALL BE USED UNDER BEARING PARTITIONS ALL TO COMPLY WITH SEC, TYPE GYP. BD ON BOTH SIDES EXTERIOR WALL SHALL BE PREPARED TO RECEIVE NEW C26-1006 6 (a) PROVIDE 5/8" SHEETROCK, FIRECODE "60" BOTH SIDES (SEE WALL TYPES SHEET A-10) FRAMING AS REQUIRED OF BEARING PARTITION O NEW CONCRETE MASONRY UNIT MIN fOMPRESSiON MIN BAGS OF CEMENT MAX, PERMISSIBLE REINF HORIZONTALLY & VERTICALLY 2. ALL EXISTING CONVECTORS, MECHANICAL EQUIPMENT, DUCTS, STRENGTH IN 28 DAYS PEP CUBIC YARD OF WATER CEMENT RATIO 24 ALL LUMBER TO AMERICAN STANDARD SIZES COMPLYING WITH SECTION (SEE PLANS FOR VARYING WIDTHS) ETC AND RELATED PIPING TO BE REMOVED CAP AND REMOVE C26-3700 TO C26-3706 BB THE GRADES AND QUALITY OF STRUCTURALLY (FU FONDS PER CONCRETE GALLONS PER 94 PIPING AT SOURCE. sTO ouARE INCH LB SACK OF CEMENT NEW POURED IN PLACE CONE USED LUMBER SHALL CONFORM TO THE COMMERCIAL GRADES SPECIFIED IN MIN, COMPRESSIVE STRENTH THE TABLE OF STRESSES CONTAINED IN SECTION C26-370 0 OF THE 3 ALL SHARED WALLS AND OR SERVICES; I E. EXISTING BATHROOMS BLIUOING CODE NON AIR- AIR-ENT, 4000 P51 TO BE REMOVED ONLY AFTER COORDINATION WITH THE BUILDING ENT CONE NED CON OWNER, TENANTS AND ARCHITECT (IF APPLICABLE) 25. LOAD BEARING STUDDING SHALL BE AT LEAST EQUAL TO THE COMMERCIAL LEAST EOUALGRADE OF OTO FN030CDMMON SDIMENS ON ION LOAD BEARING STUDDING SHALL BE �,50Q Fa 8 1/n 6 I%4 WINDOW SCHEDULE 4. REMOVE EXISTING PLUMBING FIXTURES AND CERAMIC TILE AS c REQUIRED PIS ALL WOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD TA SIZE REMARKS 5 CUT BACK EXISTING PIPES TO THEIR SOURCE, CAP AS REOUIRED PRACTICES AND REr COMMENDATIONS OF THE AMERICAN INSTITUTE OF TIMBER BEHIND FINISH SURFACES. CONSTRUCTION, AITC„ 100 LATEST EDITION2) 2'-2" X 4'-9" ANDERSEN DOUBLE HUNG # 2046 6, REMOVE EXISTING CEILING GYP BD AND SUPPORT SYSTEM Y S ENERGY CONSERVATION CGDE 2 2'-6" X 4'-9" ANDERSEN DOUBLE HUNG # 2446 AS REQUIRED 27 ALL WOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL BUILDING 3 CGDE A "U" VALUEW OF THE ENVELOPE SUBSYSTEMS (HEATING AND COOLING BUILDING ENVELOPE 1 -5 X 5'-O ANDERSEN CASEMENT G( 5 7 REMOVE EXISTING FINISHED FLOOR, BRING DOWN TO SOUND THERMAL TRANSMITTANCE VALUES AS PER TABLES 4-1 AND 4-2 COMPUTED BY EQUATION 4-1 SUB-FLOOR, PATCH AND REPAIR AS REQUIRED IN ORDER TO (NEW YORE CITY 5000 DEGREE DAYS)WITH THE FOLLOWING EXCEPTIONS 1 & 2 FAMILY ^C 2'-2" X 4�-9" ANDERSEN DOUBLE HUNG # 2046 28 ALL WOOD FRAMING MEMBERS SHALL BE INSTALLED WITH CROWN EDGE UP RECEIVE FINISHED FLOOR DWELLINGS, 3 STORES AND ERT AND -1 THAN SEA s0 TT ARE W STAND WITH THERMAL s 5�-7" X 3'-O" ANDERSEN CIRCLE TOP CTN28-2 TRANSMITTANCE TABLES AS PER TABLE 5-1 THE AREA OF THE WINDOWS AND DOORS NOT 2D WHERE APPLICABLE, ALL JOISTS AND RAFTERS SHALL BE CONNECTED TO EXCEEDING 24% OF THE TOTAL EXTERIOR WALL AREA (E-5022) '- 8 REMOVE EXIST"ING DR'fWALL PARTITIONS AS INDICATED SUPPORTING MEMBERS, HEADERS, ETC WITH STEEL JOIST HANGERS 6 RELOCATE EXISTING ELECTRIC, AND PLUMBING WORK _ 2'-6 k 1 -`J" ANDERSEN CIRCLE TOP # CTN24 IN DEMOLISHED PARTITIONS TO NEAREST FEASIBLE PARTITION 30 ALL W00D SILLS AND PLATES RESTING ON CONCRETE OR MASONRY SHALL PROVIDE CLEAN-OUT AND ACCESS DOOR AS REQUIRED NOTIFY BE PRESSURE TREATED APLOCABLE THERMAL TRANSMITTANCE VALUES FOR BUILDINGS ARCCALOUTNT HIT PRIOR TO DRAWINGS RELOCATION WORK NOT SPECIFICALLY REGULATED BY SFUIDNS F-4022 AND E-a0s.a [)GOR SCHEDULE 31 BOLT OR SPIKE TOGETHER ADEOUATELY ALL MULTIPLE STRUCTURAL WOOD 9 ANY UTILITIES THAT ARE NOT SHOWN ON THE DRAWINGS THAT ARE TO MEMBERS 1 & 2 FAMILY 3 OTHER BUILDING LESS ALL TAG SIZE REMARKS REMAIN AS ACTIVE UTILITIES, IF INADVERTENTLY DAMAGED BY 32 SUB-FLOORING AND 1/4" PLYWOOD UNDERAYMENT AS CALLED FOR ON FINISH STORIES AND RESIDENTIAL BUILDINGS THAN 3 STORIES THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR SCHEDULE AND DRAWINGS LESS, LESS THAN 3 STORIES INCLUDING NOT INCLUDING (2) 2'-7" x 6'-5" ANDERSEN FRENCH WD. HINGED (PATIO #276BAR & 276BAL REROUTE EXISTING PIPING WHERE NECESSARY TO AVOID NEW 5000 SO FT (SEE AND LESS RESIDENTIAL EQUIPMENT, STRUCTURAL, OR MASONRY WORK AS REQUIRED BY EXCEPTIONS BELOW) RESIDENTIAL OVER 3 STORIES (( 3'-0 X 6'-8" EXTERIOR HOLLOW METAL THE PROPOSED ALTERATION AN ADJUSTMENT IN CONTRACT PRICE 3'. GYPSUM WALLBOARD SHALL BE 5/8" APPROVED FIRE CODE 'C AS B ��� WILL BE MADE AT THE RATE DETERMINED BY THE ARCHITECT MANUFACTURED BY U S GYPSUM OR APPROVED EQUAL GYPSUM BOARD SHALL L `J 3,-D„ X 6 -6 RAISED PANEL EXTERIOR HOLLOW METAL DOUR No. Revision/Issue Dale DE OF MAXIMUM PRACTICAL LENGTHS TO MINIMIZE END JOINTS AND ALL MAX U.(WALLS) ^_a 29 30 _ 36 r JOINTS SHALL OCCUR OVER SOLID WOOD FRAMED BACKING END JOINTS D MAX U ROOF CEIUNGs) 05 05 OB De (� 2 -0 X 6 -8 SOLID GORE WD. INTERIOR 1 UNDERCUT .. CARPENTRY SHALT- BE NEATLY FITTED AND STAGGERED THE GYPSUM BOARD SHALL BE MAX U, FLOORS OVER INSTALLED EITHER VERTICALLr OR HORIZONTALLY TO SUIT CONDITIONS OF UNHEATED SPACES) 08 08 08 .08 Q) (2) 2'-0 X 6'-8" SOLID CORE INTERIOR BI-FOLDING II DOORS MIN R (SLAB EDGE TO S ECONOMY FOP THE PARTICULAR LOCATION E 2a" II451DE" 50 5.0 5.0 SO Drawn by K p14Y 1. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL FOR ALL ROUGH F G (2) 2�-6 x 6--8 SOLID CORE WOOD INTERIOR 1 " UNDERCUT CARPENTRY WORK WHEREVER SHOWN ON THE DRAWINGS AND AS REQUIRED MINFR!BSMT WALLS 34. ALL JOINTS, NAIL HEADS AND OTHER DEPRESSIONS IN THE SURFACE OF THE ARCO GRADE) S A M E A S D T INE R E X T E R I O R W A L L S Cy OR THE SUITOR) OF WORN UNDER THIS HEADING AND FOR THE WORK MIN (85MT WALLS FROM C7) ( 1 ) 5'-0" x 6'-8" ANDERSEN FRENCH WD. HINGED PATIO DRS. #F-WH5068AP aP WALLBOARD AND ALL INTERNAL AND EXTERNAL ANGLES FORMED TI THE OF OTHER TRADES, WHETHER OR NOT INDICATED, INCLUDING, BUT NOT INTERSECTION OF WALLBOARD SHALL BE TAPED AND CEMENTED UTILIZING GRADE. 70 24" BELOW) 50 50 50 50d Revised by, LIMITED TO, GROUNDS, BLOCKING, FURRING, NAILERS, DUST PARTITIONS, U S GYPSUMS "PER-A-TAPE" JOINT SYSTEM, AS WORK INCLUDED IN THIS NOTE: 1- FOR RESIDENTIAL BUILDINGS (8), THE FOLLOWING THERMAL ) -6 X 6'-8 SOLID CORE INTERIOR BI-FOLDING CLOSET DOORS ROUGH FRAMES, CLEATS AND THE LIKE TRANSMITTANCES MAY NOT BE EXCEEDED -- SECTION VERTICAL OR HORIZONTAL CORNERS FORMED BY THE INTERSECTION ' REINFORCEMENT PROVIDE U5 GYPSUMS METAL TRIM 20D' O ALL ENTRANCE - 69 Up=40 ) G'-O X g�-O MTL. ROLL-UP GARAG[ DOOR. TU BE SELECTED BY OWNER 134- QQ� EXTERIOR WALLS Us-- 08 2 PROVIDE ALL HOLLOW METAL FRAMES, DOORS AND TRIM AS CALLED FOR ON OF WALLBOARD SHALL HAVE U.S GYPSUM 'PERF-A-BEAD' CORNER GLAZING U -69 Checked by 9 DRAWINGS, ALL TO MATCH EXISTING; INCLUDE ALL REQUIRED FINISHING HARDWARE FOR PROPER OPERATION OF DOORS TERMINATING VERTICAL ENDS OF WALLBOARD 2-FOR BASEMENT WALLS BELOW GRADE, THE "R" VALUE SHALL INCLUDE ALL OF THE THERMAL RESISTANCE OF THE WALL 3, PROVIDE LABOR AND MATERIAL FOR INSTALLATION OF STAIRS AS SHOWN ON 35 THE CONTRACTOR SHALL WORK OUT ALL DETAILS AND DIMENSIONS AND THEIR COMPONENTS DRAWINGS PROPER RELATION TO WORK IN PLACE AND TO THAT OF OTHER TRADES HE GENERAL CRITERIA 1-6LAZING - NOT TO EXCEED AREAS INDECATED IN E-402102 FLOORS OVER UNHEATED SPACES- SHALL TAKE ALL REQUIRED MEASUREMENTS AT THE BUILDING AND SHALL INSULATION IS OMITTED WHEN FOUNDATION WALLS ARE INSULATED TO PROVIDE THERMAL RESISTANCE TAKE INTO ACCOUNT ANT IRREGULARITIES OCCURING IN THE CONSTRUCTION IN COMPLIANCE WITH TABLE 4-1 OR 4-2 AND FOUNDATION WALL VENTS ARE PROVIDED WITH CLOSABLE Firm Name and Address 4 RE-USE DOORS AS INDICATED ON PUNS (IF APPLICABLE) LIABLE TO AFFECT THE PROPER INSTALLATION OF THIS WORK DAMPERS .S- ALL INSULATION CAPABLE OF ABSORBING WATER SHALL BE PROTECTED BY A VAPOR BARRIER ANTHONY TNTTT iOAT�J �T�T T LOCATED ON THE WINTER WARM SIDE 4- INSULATION SHALL BE PROVIDED IN A MANNER THAT PROVIDES A �I 1 H 1 V 1 l H 5. ROUGHING AND FINAL PLUMBING AND ELECTRICAL CONNECTIONS TO BE THE ; CONTINUITY OF INSULATION AT PLATE, SIDE LINES, AND CORNERS 37-0828TH AVENUE,ASTORIA, .Y.71103 RESPONSIBILITY OF GENERAL CONTRACTOR'S SUBCONTRACTOR 36. DO ALL CUTTING, FITTING, PATCHING REQUIRED IN CONNECTION WITH ADDITIONAL CRITERIA FOR COOLING. ALL BUILDINGS EXCEPT 1 & 2 FAMILY RESIDENTIAL, 3 STORIES AND CARPENTRY TO PROPERLY FIT ALL SUCH WORK, FOR THE INSTALLATION OF LESS, EXTERIOR WALLS DESIGNED WITH OVERALL THERMAL TRANSFER VALUE (GIFTS) NOT EXCEEDING VALUES TEL (718)726-1709 FAX. (718) 28-1728 6. METAL STUD PARTITIONS TO BE CONSTRUCTED WITH STANDARD GAUGE METAL WORK OF OTHER TRADES INCLUDING MECHANICAL TRADES, AND AS REQUIRED ON TABLE 4-3 Designer IN CONNECTION WITH MECHANICAL EQUIPMENT STUD BUT IN NO CASE LESS THAN 26 GA AT 16" 0 C AS SPECIFIED BY INDOOR DESIGN TEMPERATURE MAXIMUM OF 72 DEGREES F FOR HEATING, MINIMUM OF 78 DEG. F FOR JP DESIGN COULTANTS T070 -2022 O J U.S. GYPSUM CO. AND ALL THEIR SUGGESTED DETAILS AND PRACTICES FOR , 37 INCLUDE ALL CUTTING, FITTING AND REPAIRING OF THE WORK INCLUDED OUTDOOR DESIGN TEMPERATURE WINTER DESIGN DRY BULB TEMPERATURE 15 DEG F SUMMER DESIGN DRY ERECTING METAL STUD DRYWALL PARTITION OR EQUAL G OO 28-0748 STREET,ASTORIA,NY 11103 HEREIN IN CONNECTION WITH ALL MECHANICAL TRADES AND ALL OTHER BULB TEMPERATURE 89 DEG ((TABLE 2-2) TEL (71817774034 FAX (718)777-7034 7. PROVIDE ALL SHELVING AND CLOTHES BARS AS REQUIRED FOR CLOSETS TRADES WHICH COME IN CONJUNCTION WITH ANY PART OF THE WORK AND INFILTRATION WINDOWS AND DOORS SHALL CONFORM TO SECTION E OF E TABLE 4-4 MANUFACTURER TO SHOW EMAIL:Tp®bway.net 8. MATERIALS, DESIGN AND CONSTRUCTION SHALL COMPLY WITH THE LEAVE ALL WORK COMPLETE AND PERFECT AFTER ALL OTHER TRADES HAVE RATING ON UNFES OR DISPLAY PROOF OF SAME FIREPLACES CONFORM TO DIAGRAM 5-7, 20 CFM MAXIMUM FOLLOWING REQUIREMENTS COMPLETED THEIR WORK WITH DAMPERS CLOSED A) LUMBER AND TIMBER AS PER NLMA 1962, NATIONAL DESIGN R VALUES OF INSULATING MATERIALS SHALL BE AS INDICATED ON PLANS I'� p EQUIPMENT SYSTEMS CONTROLS, SIZE & TYPE OF APPARATUS Pru)ect Name and Address SPECIFICATION FOR STRESS-GRADE LUMBER AND ITS FASTENINGS EXCAVATION AND C CONCRETE OUNDATIONS 1- TEUPERATURE CONTROLS ON EACH HEATING OR COOLING SYSTEM HEAT CONTROL ONLY, ADJUSTMENT AND MODIFIED BY CODE, RANGE BETWEEN 45DEG F AND 75 DEG, F. COOLING CONTROL ONLY, ADJUSTMENT RANGE BETWEEN cr T p� B) PLYWOOD SHALL COMPLY WITH APA 1966, PLYWOOD DESIGN SPECIE WHEN EXCAVATIONS ARE 5'-0" OR GREATER IN DEPTH FROM THE LEVEL OF ADJACENT GROUND, 7C DEG F AND 85 DEG F HEATING AND COOLING CONTROL, ADJUSTMENT RANGE BETWEEN 45 DEG F PROPOSED RO7�TOS D 2ND Fj L" & THE SIDES SHALL BE SHORED AS PER SEC C-26-19032(A) AND 85 DEG F IN ADDITION THE THERMOSTAT SHALL BE ADJUSTABLE TO PROVIDE A RANGE OF 10 DEG F BETWEEN FULL HEATING AND FULL COOLING (E-403,3) GARAGE ADDITION FOR 9. ALL WOOD USED FOR STRUCTURAL ELEMENTS SHALL BE IDENTIFIED AS TO PROVIDE GUARD RAILS OR FENCES AT EXCAVATIONS AS PER SEC. C-26-11065 o GRADE MARK AND SHALL BEAR AN IDENTIFYING MARK OF APPROVED GRADING ALL FOOTINGS HAVE BEEN DESIGNED FOR AN ASSUMED SOIL PRESSURE OF THREE TONS PER ZONING CONTROLS. WINTER HEATING Sof. MAX SUMMER COOLING 607. MAX (SHALLE-403 3j _SQUARE FOOT (UNLESS OTHERWISE NOTED) SUBJECT TO VERIFICATION BY INSPECTION, BY AN 3- ZONING FOR TEMPERATURE CONTROL. APPLICABLE 3.6 REGARDING OF E-40330 SHALL APPLY. MR. & MRS. DT., LAUREL, RESIDENCE BUREAU OR AGENCY, AFFIXED PRIOR TO DELIVERY. I ENGINEER OR ARCHITECT. BEFORE PLACEMENT OF FOOTINGS 4- MECHANICAL VENTILATION SPECIFICATIONS OF E-403.6 REGARDING SHUTOFF DAMPERS AND VOLUME 475 CONDOR CT., LAUREL, NY 11948 CC PIPING FO SHALL APPLY -ALL FOOTINGS TO N CARRIED AT LEAST IN SO BELOW ADJACENT FINISHED GROUND LEVEL 5- PIPING FOUNDATION (E-4039 ALL PIPING INSTALLED TO SERVICE BUILDING AND WITHIN BUILDING (518)298-5423 10. WOOD JOISTS, UNLESS OTHERWISE SHOWN ON PANS SHALL BE ONE OF THE BELOW HOUSE DRAIN AND GOWN TO VIRGIN SOIL, NEW FOOTINGS TO GO TO SOME LEVEL AS � ) 3- SHALL BE INSULATED IN ACCORDANCE WITH TABLE 4-5 ADDITIONAL INSULATION WITH VAPOR FOLLOWING SPECIES: FOOTINGS OF ADJACENT PROPERTY IE NEW EQQTIIAQS ARE LQWER THE ADJACENTPROPER File name' XreE BARRIERS SHALL BE PROVIDED WHERE REQUIRED FOR 1- PIPES CARRYING FLUIDS BETWEEN 55 DEG A) DOUGLAS FIR, COAST REGION, CONSTRUCTION GRADE i' 1400. F AND 180 DEG F WHEN NOT REQUIRED FOR ENERGY CONSERVATION PURPOSES, WHEN HEAT DIBARTOL02.DWG NONE A LICENSED ARCHITECT ENGINEER A YCONTRACTOR B) HEMLOCK, WEST COAST, CONSTRUCTION if, 1400. 4 WHEN DIFFERENCES IN ELEVATION OCCUR FOOTINGS ARE TO BE STEPPED AT A MAXIMUM OF LOSS OR GAIN FROM THE PIPING DOES NOT INCREASE THE ENERGY REQUIREMENTS OF THE BUILDING, 3-1 C) PINE SOUTHERN, NO 1 f 1400 30 DEGREES TO THE HORIZONTAL AND 2 FAMILY RESIDENZIALS CRAWL SPACES ARE EXEMPT, 5-PREQUALIFIED MIXES CONCRETE SHALL BE PRODUCED FROM BATCH APPROVED BY THE 6- QCT SYSTEM INSULATION, R VALUES CONFORM TOVALUES DERIVED FROM FORMS IN SECTION E-403 10 12. WOOD STUDS SHALL BE STANDARD GRADE 1' 1200 SUPERVISION OF AN ARCHITECT OR ENGINEER ENGAGED BY THE CONFORMANCE OF THE QUALITYWI1H EXEMPTIONS AS NOTED ADDITIONAL INSULATION WITH VAPOR BARRIERS SHALL BE PROVIDED Referenceno. Sheet AND CONDI110N OF THE MATERIALS TO ACT 318, AND THAT THE ENGREDIENTS ARE THE SAME DU PREVENT CONDENSATION. 2010 OR EQUAL TO THOSE USED FOR THE PREQUALIFYING MIXES ATTESTATION OF QUALITY CONTROL 7- DUCT CONSTRUCTION. SHALL CONFORM TO E-4DE A AND APPLICABLE REFERENCE STANDARDS 13. ENDS OF WOOD BEAMS, JOISTS AND RAFTERS RESTING ON MASONRY OR e- BALANCING HVAC SYSTEM DESIGN SHALL PROVIDE A MEANS FOR BALANCING AIR AND WATER SYSTEMS CONCRETE WALL SHALL BE FIRECUT TO A BEVEL OF THREE INCHES IN AND INSPECTION ON AT THE BATCH PUNT SEAT APPEAR ON THE TICKET ACCOMPANYING EACH LOAN q5 PEI E-4,312 LDate OF CONCRETE 9- HVAC EQUIPMENT PERFORMANCE REQUIREMENTS DESIGN OF CONTROLS AND OTHER COMPONENTS OF THEIR DEPTH. 6-TEST CYLINDERS: THREE OF CYLINDERS SHALL BE MOLDED FOR EACH 50 YARDS OR FRACTION 1/28100 THEREOF OF EACH CUSS OF CONCRETE PLACED D ANY ONE DAY SAMPLES SHALL BE TAKEN THE HVAC SYSTEM SHALL COMPLY WITH E-40313. DIRECTLY FROM MIXER AS PER ASTM 0172, CURED AS PER ASTM 031 AND TESTED AT THE AGE OF 10- SERVICE WATER AND DEJ.HOT WAFER FROM DOMESTIC, SANITARY, AND SWIMMING POOL PURPOSES SHALL 28 DAYS AS PER ASTM C39 TESTS SHALL BE PERFORMED BY A LICENSED TESTING LABORATORY. BE GENERATED AND DELNERED FOLLOWING THE CRITERIA FOR DESIGN AND EQUIPMENT SELECTION SEi 1 _TEST CYLINDERS SHALL BE STORED IN AN INSULATED CURING, LOCATED TO MINIMIZE FROM TRAFFIC, FORTH IN SECTIONS E-404.3 TO E-404.9. =NOTED 7 HEATED TO MAINTAIN PROPER CURING CONDITION BOX SHALL BE PROVIDED WHEN FIRST LOAN OF ELECTRICAL LIGHTING AND POWER DESIGN. THE ELECTRICAL POWER DISTRIBUTION AND LIGHTING SYSTEM SHALL CONCRETE IS DELIVERED. CYLINDERS SHALL REMAIN IN CURING BOX AT LEAST 24 HOURS, AND READY CONFORM TO THE REQUIREMENTS OF SECTIONS E-405,2 AND E-4053 WITH THE FOLLOWING EXCEP710NS FOR DELIVERY TO TESTING LABORATORY 1 AND 2 FAMILY DWELLINGS AND THE DWELLING PORTIONS OF OTHER RESIDENTIAL BUILDINGS ARE EXEMPT FROM THE REQUIREMENTS OF SECTION E-4053, LIGHTING POWER BUDGET �I i 1 121- " 26'-O8" 21_pn 2'-64° 10'-0i" 21_p11 20-14 General NOt88 NEW ff I 241_pn � I O +� II I _— -__- +10.1' � 1 ♦OL EX. HOUSE TRAP- o LINE OF WETLANDS EX. WELL TO REMAIN m N WATER TANK TO REMAIN REMOVE EXISTING . I W 0 H WINDOW 6 BLOCK UNEXCAVATED Ni Z 'III UP OPENING - U EX. HWH c9 0 NEW CONCRETE r 10'-3 z u _ 3 STAIR SEE DETAILS DOUBLE UP RUNNERS N A-8 SHEET A-9 AND STRINGERS FOR F _ A = `c OPENING FOR NEW N x Ua '10,11 m`° - STAIR (2) 2X6'S x EACH WAY EXISTING w O EXIST ELEC. 2 O BOILER PANEL TC BE UN RELOCATED - ° _ ipn 6,_6 a GA,C s p _ '�r S' 4 "'iQ p ro I 1 �O PIP A'7 6° yu % $'i 71.411 UP 1111 R To GARAG -I. 1 EXISTING STAIR YYY V 1 TO BE REMOVED PATCH. CLOSE UP > OPENING WITH NEWIL \ 0 O 0 p A-9 U ao ''1' U O r +10,1' 1 2'-0" 41-1011 N (, r r x i N 8'_9'1 O J V N I N I 16'-3S'1 71-811, y _ 161_811 24 _111 _ r 24 -0" k _ rr EXISTING m NEW 1 No. Revivion/Leue Dete EXISTING ,nlm by: Drawn Be �N,,pNV - - � JP ' s 01 O o IV0 � � Revised by-. N N\ 1 \ _ Clucked by: 2'_011 ' 131-04° 2'_o" 12'-04" 12'-04" r21_D"r 6,011y21_p"r 5'-O¢° r21-011r 1 FOUNDATION PLAN 67Name A 2 7 LINE OF WETLANDS ANTHONY CU ICH - 37-08 28TH AVENUE, ASTORIA, N. . 11103 +10,1' TEL. (718) 726-1709 FAX (718) 7 -1728 Designer - JP DESIGN CONSULTAN QO 28-47 48 STREET, ASTORIJ, N.Y. 11103 TEL. (718) 777-7034 FAX. (718) 777-7034 EYAIU jp6bway.net EXIST, ADJACENT FOUND. - WHERE BEARING SHELVES - n - EXIST. ADJACENT FOUND, VARIES na DO NOT MAINTAIN THEIR Project Name and Address NEW FOUNDATION - NEW FOUNDATION � • 9 SHAPE- REINFORCE FOOTING - -' W/ 1/2" RE-BARS 0 6" D.C. - PROPOSED 2ND FL.& r =. NEW FOUNDATION TO NEW EXCAVATION 'I - EACH WAY. II IIT 4 I , i � GARAGE ADDITION FOR GO TO LEVEL OF EXIST, NOT TO DISTURB _ -5 � - NR. k HRS. DIBARTOLO RESIDENCE ADJACENT FOUNDATION. IF ANGLE OF REPOSE II - I'll lif-=' _ Y 475 CONDOR CT., LAUREL, NY 11948 SOIL UNDER • �� - FOOTINGS WHERE ' 0 OF . STEP F00 N NEW FOUNDATION IS SHALLOWER 9 - - �I. _ � - 518 298-5429 I FOUNDATION - � - _ THAN THE EXISTING ADJACENT 11 II ,I- � 1 EXISTING FO N I - - REQUIRED ® MAX. 30 11 - - a THEN STEPPED FOOTING 11 -,, - I I _1 -' G AS SHOWN. _ DEGREES TO HORIZONTAL 11,, PUS name: - IS TO BE CONSTRUCTED SEE �- -- - - e �I,I - III- --�'I 11 _ UNDISTURBED 9 1 _ II _ 1. - 1__ _' I .- DIBARTOL02.DwG B%-A1.D11G 0 S EPPED FOO TING DETAIL THIS - _ - T n SOIL - SHEET. . " I I - --- ---- 30 DEGREES - - 1 MAX. - ---- - - - -- -- EMBANKMENTS s EAS Sheet • - , FOUNDATION CONDITION 11 ' FOUNDATION CONDITION 12 ' STEPPED FOOTING DETAIL EXCAVATION DETAILS A ? , tl (s� � 1r;¢ 1 - 1 1 III I General Notes , 41 ff 2 A-7 241_611 5'-511 131_,11 61_011 , 27-11" 31-011 9'-131 41_211 21� 11 101_7" 21_6: 41-911 x # EXISTING rNEW EXISTING O O RAMP ON B - - - - - - - - - - - - - -7Li�o'l - - - LL -- -- -NEW 10'-0`�� OMETAL QV _ EXIST ROLL-UP' GARAGE � �o EXIST 1 DOOR w z 9 .10.1' EXIST. ''O" 151_911 gu �' 17'-411 li 111 �.61-0�� 3 -01 - xx _� Q01_211 V - X 'D N -iN DI YE N q x Fz 1 611 - 11 EXISTING UREMOVE ALL PLUMBING N LIVING RM O O FIXTUREIS, CAP A T h, �� _ .n LINE OF WETLANDS N OPENIINGS, SEE - AEHIE tvm DEMO' (DOTES -� GA'RAOE m v SII u} x, PATCH & REPAIR Ov — G U O '-N - AS R40UIRED, v _ O x �' + NI _ 61_, 1 ,q,' 91 U - N II w NEW x 0 �,, 6 1,1/.. -__ '1 i - m `° - NEW 4" CONG REMOVE EXISTING 1 T 7 STAIR REPLACE + ( ) ;_ _ _ m0 x @ SLAB ON GRADE z WITH NEW CUSTOM ---- M ✓ Y . „ REINF, W/ 6X /10-10 1 F- WOOD STAIR AND EXISTING BEAM -_ _-� 5 �/ 3 RE'NF _ i0 ORIENT NEW STAIR ABOVE TO BE - XIN OPPOSITE DIRECTION n EXTENDED TO � CL, ' - - --'U--- FROM EXISTING / -- FLITCH HEADER 1 SEE SHEET A-9 ` /� BE @ OPENING - Ili' - O % X101 0 o AS SHOWN B CL. �N 6 D R / i O3 F ��JJ %' 2 N N VERIFY EXACT v �,. R - A-$ �• eU,p� � - --" LOCATION IN FIELD x�l`� a „1_7 11 C`R 1 D R �Nv o I = I 4 X 4 WOOD _�_ ^` 41 � N S R �V-i.F.� 1 // 1 \1 UP 1 Rl' 1 POST. CONCEALED D 1 R I IN WALL B E L R N� O I NI' T C L A i FAMILY RM XIST REMOVE-ALL 'PLUMBING 3�_O„ 71-6411 21_6: 31_Ou 71_S�n FIXTURES. CAP 111 - x- - - r x x x OPENINGS. SEE 2 101-3x11 4'-3 ° 4 1 DEMO NOTES, O PATCH & REPAIR ALL U O `r 24'-O" = SURFACES DAMAGED _ ut 2 -I FROM REMOVAL 0 x A 9 _ 1 x@1 O 'I -10.11 w A 8 N No. Revlsion/Leue Date 1 B1_0° 151_7: 231_911 101-01 EXISTING 511 6' - - - - - o—�G O _ � 1 3qN Drawn by seal K� ED qqC -_ —� _ �P-'-� 6X6 TREATED 1g NY CGCG/� 1 jp EXIST EXIST, _2 11 J1_011 � 5'_011' . ,- ♦� -,_ 51 n vx 61_0° � y✓ WOOD POSTS, �� S { / PAINT TBD Revised by. 1 - 4,1 a/.. 41' 16111 BY OWNER. 4'-8411 51 411 6: 51.6: 3,_041, 51 Checked by:: mak! x / j x EXISTING I? ' 1 j D E C K Name end Address ANTHONY UCICH 37-08 28TH AVEMJE, ASTO N.Y. 11103 -------- ��k- -- - --- "- --�_— -- ---- - -- - TEL. (71B) 726-1700 FAX. (718 8-1728 K-1 \ 1ST. FL, CONS TION PLAN -10,1I Designer JP DESIGN CONSULTANTS A 2 1/4" 11-1011 B-47 46�01103 �, (718) 777-7034 FAX, (7L E 777-7034 2 EMAIL Jpobnnyaat A-7 LINE OF WETLANDS 00, - Prolecl Neal and Address „D 1 PROPOSED 2ND FL. & GARAGE ADDITION FOR NR. At MRS. DIDARTOLO RESIDENCE . 475 CONDOR CT., LAUREL, NY 11848 (518)288-5429 File name: Xref: DD3ARTOL02.DEG HK-A2.D7FG { Reference no. sheet 2010 A Date n 3720700 Seale AS NOl A 72 General Notes I 40'-9" 6'-1175" 4,_6.. 7._5" a'_2 11 _3 5 _ O ^ 6._ 3'-6" 2' 4" 5'-24" 2'_2" 6'-08" _ 7'-6j" ,-0" 2'-6" 21-0. '-84" 2-46" 4 " 4 la' ZEW ASPHALT O O B CL. 8 B O ROOF BEL W SHINGLES i 3' 11' 6" I ,I O I s a. a Z AREA COP COP LA TE (NATES ' =� A CLO B II ABOVE SECO D FLOOR. E II BEDRM• A - I O I NO THIRD F OR LEVEL " n '� "� EXISTS. " 10 CLG. JSTS. 2 N / 16" O.C. 2' e1 F •- - N v L/ 5 nl n W.1. cJi 0 O NEW ASPHALT CIL 6O o °' � , , SHINGLES 17 ' T CL. 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CONSTRUCTION PLAN q_ zxa e = � _ :..0 0 GO % NEW ASPHALT A-3 1/4" = V-0" 2X8 �6 N x ® SHINGLES 7 a Firm lime and Address +s t 2X10 RIDGE _ ANTHONY_ C U CI I 2X5 RIDGE TEL 08 28 H AVENUE, STO(, N.Y. 111725 w f K pDesigner 0� JP DESIGN NSULTANT x 2Xa m 28-47 46 STREET,ASTORIA, N.Y. 11103 TEL (718) 777-7034 FAX (718) 7177-7034 ?+ " EMAIL jpftwsy.aet { 6 4Qy� w Lq, 2X6 R. 2X6 R.R. _—ry�0 0 ® 16" C. Project Name sad Address o.c. SAME PROPOSED 2ND FL. & SAME ® x OPPOSITE 2xa " GARAGE ADDITION FOR HAND 2X8 2X8 NEW 4" ALUM. GUTTER PITCHED MR. & MRS. DD3ARTOLO RESIDENCE 3" ALUM. LEADER TO NEW 3" LEADER 475 CONDOR CT., LAUREL, NY 11948 (516)298-5425 3" ALUM. LEADER File name: Xret: DIBARTOLO2.1)RG BK-AS.DWG L2 \ ROOF PLAN (-Reference no. Sheet _ A-3 1/8" = i'-0" 2010 q ir Date 3/20/00 2 2 2002 I' Scale AS NOTED Tr • - , r General Notes I'I o\ I - - - - -- - --- - T.O. RIDGE NEW TRANSOM - OVER ANDERSEN EL +281-yn � NEW SPHALT EXT. FRENCH WOOD - NEW S,PHALT SHINGLES —, HINGED PATIO SHINGLES DCO S y _ N NEW 41' ALUM - '/�///�� _ - NEW 41' ALUM GUTTER - ___ J / GUTTER NEW 311 ALUM — T.O. CLG� JSTS. � - ____ \ / �\` /� �� NEW 3 ALUM LEADER \ _ 1 I\I I� �I� - ---- �" LEADER EL +211_4.11 NEW EXT GRADE - - r (�~ rI f l �r - - - - NEW TRANSOM 1 l 1 CEDAR SHAKES - II I ! I 1 � l OVER ANDERSEN TO MATCH EXIST III LI �' � I ; - �� D.H, WINDOWS NEW ANDERSEN 0 0 �I DH. WINDOWS W1 SHUTTERS • N � III r�' � - �i -I -- ill I I �� � ' I i II SECOND FL, ANEW AtERSEN - DH WINDOWS EL +12'-4" N W/ SHUTTERS o , ` J'I _111.._1 �LJL�1 -❑_ L —_ — _ _ - _ I I h TI ' -- --- %( FIRST FL. I I - EL *2'-411 c NEW ANDERSEN EXT RAISED PANEL DOOR W/ SIDE LTS, —- 6 X 6 WD POSTS NEW LATTICE ENCLOSURE f \ NORTH ELEVATION A 2 1/411 = 1'-011 ` N _N N CUPOLA BEYOND - --- o r - - 1� L T.O. RIDGE _.. - 'NEW 5PHA - - EL +281-911 No. Revision/Issue Date SHINGLES __-J-EXT FRENCH WOOD Drawnb Seal HINGED PATIO N n 0EW 4" ALUM. NEW EXT GRADE _ !ice %--'�� ��V'� GU TER W 411 ALUM Revised b �P IGUTTER CEDAR SHAKES - _ ____�_ ���� I'� NEW 9" ALUM, 7-- EW '311 ALUM. -""'�, �.- TO MATCH EXIST. _ __ ___ _ I � _ - T.O. CLG. J$TS. � LEADER +211-4" Y, LEADER y f L i EL Cbeckedb -,'l� 'I �_] _ .-FR OVERCOM -- 'F • t946� .1v NEW RANS ANDERSEN � I ' WOOD DOORS ' NEW 3 HIGH � — I-------h 1 I ' - - --- m - 1 _ NE AND ER EN O O !. I� �l, : ._. ;' _ ',_- �/BM TS S cn rn ANTName aHOnd d Y CUCICH WOOD RAILING II 37-0828TH AV ASTORIA, NY. 11103 1 TEL. (718) 728-1708 (738) 728-1728 SE OND FL. Deal + 1_ N P EL 12II 4 �� �- J DESIGN CONSUL ANTS 28-97 48 STREET, ASTORU NY. 11103 - - - 710FAX4 i TEL. 777-7034 718 777-703 i i EYAII.: Ipibwn➢net I I , NEW ANDERSEN _ rr, _ I . _ " III ' ' ® � PL — NEW ANDERSEN . . .D H. WINDOW r - o� t D.H. WINDOWS - Project Name and Address W/' SHUTTER w/ sHurrERsEL +s''4" PROPOSED 2ND FL. & — NEW EXT GRADE 475 CONDOR CT., LAUREL, NY 11840 j - ICEDAR SHAKES MR. k MRS, DIHARTOLO RESIDENCE '_ TO MATCH EXIST. /F-Ml FL, (510)280-5423 EL +2 -4 � '' O, Fllaname: XreD r - - - GRADE PL � DD3ARTOL02.DRG DEH_04.D11G 4 - - -- - - - -- - �L +01-011 Reference no. Sheet NEW LATTICE I 2010 A li ENCLOSURE TA. GARAGE SLAB Date A / L 1 WEST ELEVATIONEL 4-211 3/20/00 - A-2 1/411 a 11-011 - - - - -- - - - - --- - - Scale AS NOTED it I P, I II General Notes p N m a ; — - - - 4IN ' -- - TO, RIDGE EL +281-911 --- NEW SPHALT 1 SHINGLES I I � NEW METAL - 'I - / LOUVERED VENJ r NEW EXT, GRADE NEW 4" ALUM - - CEDAR SHAKES n - GUTTER TO MATCH EXIST. _I -� T.O. CLG. JSTS, NEW 3'I ALUM, --- i LEADER EL +211 4" NEW 3' HIGH WOOD RAILING o 0 rr I IIS II II � I I� - I I SECOND FL, EL +124 1_ II I N --� I I I T \ lh j NEW ANDERSEN --. I DH WINDOWS IY ERS 8.0. CLG. b W/ SHUTTIIS _ - !, I � __J 1 - I _ _ _ p p _ I _ I EL +9'-411 m d� 111 I -- - - -- Ji o FIRST FL - - -- EL +21-411 a -1N , N - ---- - - - -- GRADE NEW 6X6 WOOD __-_' -___- _- _ n POSTS EL NEW 3'-0I' HI. WOOD RAILING - T.O. GARAGE SL L! 1 SOUTH ELEVATION EL 1'-211 = 1' 011 I N � NIS - -- CUPOLA BEYOND __-- NEW EXTENDED p - CHINMNEY FLASH AT PERIMETER 15l) No. Revimon/leeue Date I TO. RIDGE EL +28' 911 w y, Dran h Seel j ., �� — NEW SPHALT ���� JP Ln SHINGLES — NE LOUVERED META VENT N Revised by: i /j / NEW 4" ALUM. '- "� — NEW EXT. GRADE \\. SHINGLES NEW A'7 Cheoked by-- O� --GUTTER ' -_- __ __ _ __ _ --- CEDAR SHAKES ' '4 9 // TO MATCH EXIST,-' T.O. CLG, JSTS. . 73a5 Q _ _ _ LEADER _ __ _-_ __ -_-__ _ - � � �� I LEA 3 ALUM - - EL +211-411 �r ) NEW FRENCH WI T J - _ Firm Name and Addres NEW 3p HIGH I� L' I DOORSIII .._ ._ _- .,I ANTHON CUCICH HINGED PATIOO O 37-OB28THAVENUE, ASTO 11103 WOOD RAILING - TEL (712) 728-1709 FAX. (71B) 72 28 ' �� �_-_ � � �_ Deelgner o JP DESIGN CONSULTANTSNEW ANDERSEN = 28-47489TREEf, A9TORIA, N.Y. 11103 NEW SPHALT N', - D H, WINDOWS �O TEL. (718) 777-7034 FAX. (718) 777-7034 SHINGLES -- _ -- _ -- - _- _ W/ SHUTTERS SECOND FL. EMAIL jpfbway.net i _ EL +121-411 N I B . CLG. Project Name and Address I EL +111-s11 PROPOSED 2ND FL. & a GARAGE ADDITION FOR M MR. k MRS. DIBARTOLO RESIDENCE II LI IJ i �� m 475 CONDOR Cl LAUREL, NY 11948 (518)298-5423 File name: XreC CID 1 DIBART-A5.D7lG DEB_5.DAC � FIRST FL, �. EL +21-41 / NEW ANDERSEN _ ffR�eference Sheet D.H. WNDOWs GRADE NT.O. GARAGE SLAB t_EL -11-211 +0'-03/I 2- \ EAST ELEVATION 1/411 = 1'-0" 5 I 2X8 RIDGE o General Notes T.0 RIDGE N EL +281-911 \ ASPHALT SHINGLES 2 X 6 @ 16" O.0 �.� A OVER 75M FELT OVER 5/81' EXT. GRADE F, 6° SOUND BATTS 1 1. YWC ASEMBLPLYWD ROOFING 2 X 6 COLLAR BEAM I - 1 @ 41_0" O,C, R _ T,0 CLG JSTS. a 1 �. , - EL +21' 4° NEW VAULTED CLG 2 X 10 @ 16" OC. � „ GYP BD. CLG. 611 SOUND BATTS I? 0 ° M M m - " NEVA-MASTS P. BEDRM j o NEW 3/4" SUB. FL. SECOND FL. - 1/211 FIN FL. � N- EL +12'-4° 2X10@16110,c NEW FLITCH BEAM ATTACHED TO EXIST BOX BEAM AT KITCHEN p CLG EXTEND TO POST AS O o SHOWN ON PLAN VERIFY m m m LOCATION IN FIELD " i o 1 - NEW FAMILY ROOM L _ FIRST F g - ---- --- — - - GRADE EXISTING JOISTS TO REMAIN Q -- El +01-01' . i EXIST, CELLAR CROSS SECTION A- 1/4'1 = 11-0'1 0 - TO RIDGE EL +281-911 — - 1 X11 {L INEW VAULTED CEILING j�XB RO F AFI' ER X. 6 Cd 1611 O C 't @ 1 "H 11 O. - 611 SOUND BATTS No Revision/Issue Date T.O. CLG, JSTS. 3 1/211 R-11 INSUL. Seal Drawn by EL +211-411 — NEW 5/811 2 X 10 @ 16" O.C, MASTER BEDROOM SS GYP BD CLG S. Revised by 611 SOUND BATTS 2 ROWS OF to 1 O O O 1 X 2 CROSS Checked by BRIDGING @ 8' CC 0 0 0 - 2 X 8 @ 1611 OC - NEW 3/41' SUB, FL. ! OFFmm Name and Ad fess S1/z' FIN FL SECOND FL. ANTHO UCICH \ �-4 37-08 28TH AVENUE, ASTORIA, 103 ' m TEL (718) 726-1709 FAX (718) 726-t 2 x ,o @ ,611 oc Designer 2 x 8 @ 16" o C } O� JP DESIGN CONSULTANTS 28-47 46 STREET, ASTORIA, N Y 11103 1, O _ _ JS CLG. TEL (718) 777-7034 FAX (718) 777-7034 ENTRY FOYER NEW FAMILY ROOM JSTS ESWL. jp@bway net m EL +91-41 0 1, Project Name and Address � ; FIRST FL. FIRST FL. PROPOSED 2ND FL. & I'1 ;s EL +21 411 EL +21.411 0 -1 GARAGE ADDITION FOR r EXISTING JOISTS TO REMAIN NEW 4" SLAB ON O MR. & MRS. DIBARTOLO RESIDENCE GRADE GRADE REINF, W/ GRADE 475 CONDOR CT., LAUREL NY 11948 1 4 \ EL +01-0" 6X6/10-10 W W.M. EL +01-011 (516)298-5423 File name. Xref- """"`-" � DIBART-A7.DWG NONE EXIST. CELLAR j 1 3 MIL POLYETHALENE T.O, GARAGE_ SLAB 11, VAPOR BARRIER Y 411 GRAVEL BED 1, EL -1'-211 Reference no Sheet 2" X 21-01 X 2'-01 - 2010 RIGID INSULATION 1 '' Date - - UNDISTURBED SOIL 04/15/00 2 TON MIN. BEARING Scale CAPACITY, AS NOTED 2 LONGITUDINALT SECTION I A 7 1/4" = 11-0" 1�1 General Notes rf 6X6 TREATED __L__- - - - - - - - - - n n � 1 I WOOD POST W/ - '— - - -- -" PAINT FINISH, --- ---- -- TYP. 211X611 TREATED 6"X611' TREATED WOOD POST W/ C _ - PAINT FINISH, TYP. 2`X811 2"X8"" TREATED TREATED 16 AP P'D ASPHALT SHINGLES WOOD JOIST, WOOD JOIST TYP __ _ � - 15# BLDG PAPER lu 1 5/8 PLYWD GRADE SILL PLATE BLOCKING y —�, \ - 2x10 JoiSrs @ 16 o C REO'D 2X70 RAFTERS 1611 OC. INSULATION ANCHOR BOLT — D O LEDGER / / / II 3 3/411X5" ALUM, -- _ DOUBLE PLATE Q BOLTED TO j� GUTTER UI BUILDING WALL 3/81 PLYWOOD SOFFIT / LOOKOUT CONCRETE PIER ON z `n 3/4" EXTERIOR I 111X411 TRIM 2411X2411 CONC GRADE PLYWOOD FOOTING SPACER 0 /# DETAIL @ EDGE OF DEC m L # _`DECK CONNECTION TO BUILDING 8 1 1/211 = 11-0° ul - A�1 = 11-011 �-- Q F- W m 2X10 JOISTS @ 16 O.C. 5/811 EXT. GRADE 2X4 STUDS 16 0 C. PP'D ASPHALT SHIfJGLES �.� INSULATION I PLYWD SHEATHING �`� ' \� 1/211 GYPSUM BD # BLDG, PAPER DOUBLE PLAT EXTERIOR GRADE STRIATED CEDAR SHAKES /8" EXT GRADE PLYTO MATCH EXISTING FINISHED FL. � 3/4" PLYWD. SUBFLOOR 2X10 JOISTS @ 16 OC 3/41'X511 ALUM ���j , UTTER e X10 P.AFTERS � j ZZ rail PLYWOOD SOFFIT X411 TRIM — No Revision/Issue Date 5/8" EXT GRADE � — 2x6 STUDS 16 O C. PLYWD SHEATHING Seal 811 VINYL SIDING 1/211 GYPSUM BD. Drawn by'. NYC ,T SS S FINISHED FL Revised by .#pp 3/4" PLYWD SUBFLOOR APHALT SHINGLE — Checked by 2x10 Jolsrs @ 1e CC -_ �FNEW'( 301b, ASPHALT -"--" - 5/811 EXT GRADE- FELT PAPER PLYWD SHEATHING ', 211x101' BLOCKING �. �� SILL PLATE TERMITE SHIELD 3/411 EXTERIOR GRADE \� Firm Name and Address 1 211X,011 BLOCKING PLYWOOD ROOF ANTHONY C CICH DECKING \ \� �� 37-0828TH AVENUE, ASTORIA, 11103 LAP FLASHING' _ Z \` \� > TEL (718) 726-1709 FAX (718) 72 1728 �\� �\ \ EXTERIOR GRADS \ Designer❑ - 2"xal' LEDGER �� 8- DESIGN CONSULTANTS WHERE RAFTER , STRIATED CEDAR SHAKE ze 4749 STREET, AX, (718• 11103 TEL (716 777-7034 FAX, (718) 777-7034 MEETS STUD TO MATCH EXISTING ' ❑ EMAIL jp®bway.net WALL 211X611 SOLID -� WOOD 1 RIGID INSULATION _ Ir' Project Name and Address BLOCKING ANCHOR BOLTS 4 SLAB ON GRAS-- PROPOSED 2ND FL. & GARAGE ADDITION FOR a _ MR. & MRS. DIBARTOLO RESIDENCE 2"X8" WOOD 121 CONC. FOUNDATION W � IA 475 CONDOR CT., LAUREL, NY 11948 RAFTERS ^ II a , O (518)298-5423 1211 CONC FOUNDATION 2I I I'll'.. I RIDGE File name; Xre(. 11X21 POURED CONC FOOTI-� 1 1'x21 POURED CONC, FOOTING DIBART- BOAAIIRD A/O.DWG NONE Reference no. Sheet 2010 \ DETAIL @ RAFTER J DETAIL @ RAFTER v a a' ' TYPICAL WALL DETAIL Date 04/l5/00 21' = 11 0° v G � SCALE'. 1/2°=1'-O" Scale ' i O- d 1 AS NOTED 1 10'-0" I /- SOLID OAK General Notes (� HANDRAIL -- __ ---- - ------ _ --- WOOD HANDRAIL i- FAINTED w00D BALUSTER DECKING Ff i"PRESSURE � ! FIRST FL. TREATED 1 " �� -- WOOD FILLER ! I DN 15 R X10 TREAD !� BETWEEN D1 BALUSTERS ! I TX8" PRESSURE _� LEDFER o� TREATED 1" �— SHOE RAIL X12" STRINGER caNc RISERS— coNc sue -- STRINGER / \ STAIR: PLAN DETAIL @ 2ND FL — � Sc TREADS ELOnp 1/2° = 1'-0" - - CARRIAGE X10" CONE i PouNDATION i WALL j— =!4" (-1 WALL - —_ BD. SOFFIT ik GARAGE FL. 11-15"x24" Fon71NG UP 15 RGA DN 11 R ° (� DETAIL @ HANDRAIL_______ _ SECTION @ GARAGE STAIR — ----- / STAIR, PLAN DETAIL @ 1ST FL �2" 1'-0° _ I SULID WOOD A 9 1/2n - 1 -0u NEWEL POST POST TO BE ROUTED FOR ALL INTERSECTING 6'-9' TREADS & RISERS 4 CARRIAGE -� UP 6 R T SECOND FLS — -- — - - r.. DETAIL @ NEWEL POST ' DV 5 R IV.] FJ � �1 1/2" = 1' 0" - / / No. Revision/Issue Date i i o 3: Drawn by Seal ED RQ i LU27 " ss �y 4" WAIL BASE; � —`� PAINTED MDF � -� � Revised by � 4 / WOOD_ STAIR PLAN @ GARAGE -- A 9 1/2° = 1 0 - 3/4"0 NOSING \� Checked In �9 194 u s Firm Name and Address OAK FINISH FLOORING ! FIRS F T L, ANTHON UCICH 3/4" PLYWOOD SUBFLOOR 37-08 28TH AVENUE, TORIA, N.Y 11103 i q c �� --- - TEL, (718) 728-1709 FA 718) 728-1728 © TREAD & RISER_ \ Designer ' T/ / ❑ JP DESIGN CONSULTANTS FULL STRINGER _ CARRIAGE r ❑ E ( ) EMAIL. P®e aynlet IN 28 47 46 STREET, 1L103 i TEL 713 777 7034 4 � L. j 3/4" GYPSUM BOARD DP 5 R .ri I \ FINISH @ SOFFIT o W Project Name and Address PROPOSED 2ND FL. & FIREBLOCKING GARAGE ADDITION FOR AS REO'D - / MR. & MRS. DIBARTOLO RESIDENCE n j 475 CONDOR CT., LAUREL, NY 11948 i (518)298-5423 r� File name Xret CELLAR F DIBART-A5.DWG DEB_5.DWG G4 Reference no. Sheet / \ CONC. STAIR PLAN @ GARAGE �� DETAIL @ TYPICAL RISER & TREAD SECTION @ STAIR nolo A Oats 1, _ A 9 1 1/2" = 11-0" A 9 1/2" = 1'-011 04/15/00 Scale AS NO i I I I -, General Notes APP'D ASPHALT SHINGLES li 15# BLDG PAPER 5/8" EXT GRADE 2X10 JOISTS @ 16 O.C. PLYWD 2X10 RAFTERS 16" O.G. INSULATION 3 3/41IX5" ALUM. GUTTER DOUBLE PLATE 3/8" PLYWOOD SOFFIT LOOKOUT 1"X4" TRIM I 4 A. 5/8" EXT GRADE 2X4 STUDS 16 OC PLYWD SHEATHING 1/2" GYPSUM BD. EXTERIOR GRADE STRIATED CEDAR SHAKES TO MATCH EXISTING FINISHED FL. 3/4" PLYWD, SUBFLOOR 2X10 JOISTS @ 16 OC i 5/8" EXT GRADE 2X6 STUDS 16 OC PLYWD SHEATHING 8" VINYL SIDING 1/2" GYPSUM BC,. FINISHED FL 3/4" PLYWD SUBFLOOR 2X9® JOISTS A51110,O.C, A No, Revision/Issue Dale 2"X10" BLOCKING - SILL PLATE TERMITE SHIELD Drawn by Seel /T JP Ac. .G ) Revised by 5 5 7s 5" Checked by BATHAF - - - - -_ Fm ` q>go,g 2 X 4 TOP PLAT SECURED - 2 X 4 TOP PLAT SECURED \—TOP PLATE SECURED �2 X 4 TOP PLAT SECURED 1/2" 1/2" TO JOISTS ABOVE 1/2" 1/2" TO JOISTS ABOVE 1/2" 1/2" TO JOISTS ABOVE 1/2" 1/2 - i; TO JOISTS ABOVE Fi _ rm Name and Address ANTHONY �T a STV � i 41' BATT INSULATION "41� BATT INSULATION _ 61-" BATT INSULATION 41' _ BATT INSULATION 1 NTHO1V 1 CH (FL TO CLG.I (FL TO CLG,I IFL, TO CLGj (FL TO CLGI 37-08 28TH AVENUE, ASTO IA, N�Y!1103 2 X 4 WOOD STUDS @ 16" - 2 X 4 WOOD STUDS @ 16" 2 X 6 MT STUDS 2 X 4 WOOD STUDS @ 16" TEL. (718) 726-1709 FAX 18) 6-1728 - ---''" O.C. -IL_ "`-- - O.C. - ... "`r - O C0 C Designer j JP DESIGN CONSUL ANTS - (1) LAYER 1/2" GYP BD ON ONE - 12" CONC, FOUNDATION Q 28-47 46 STREET, AST'ORIA, NY 11103 - _ SIDE AND (1� LAYER OF WA - - \ TEL (718) 777-7034 FAX (718) 777-7034 TER - RESISTANT TYPE ON THE TER (1( LAYER 1/2" GYP, BD ON `(¶ LAYER OF 1/2" WATER RESIST �—(D( LAYER OF 1/2" WATER RESIST 1'X2' POURED CONC FOOTING EMAIL jp@bway net SIDE. TAPE AND SPACKLE ITYPI BOTH SIDES TYPE ON BOTH SIDES TYPE ON BOTH SIDES SEE PLAN FOR LOCATIONS _ TAPE AND SPACKLE ITYPI TAPE AND SPACKLE (TYP,I TILE TO BE SELECTED BY OWNER SEE PLAN FOR LOCATIONS SEE PLAN FOR LOCATIONS Project Name and Address 4'-0" HIGH C p ONT 2 X 4 SOLE PLATE ONT 2 X 4 SOLE PLATE CONT 2 X 4 MTL TRACK ONT, 2 X 4 SOLE PLATE PROPOSED 2ND FL. & BASESECURE TO ASP PER SOCHEDULE /71[, BASE AS PERSECURE TO LOOR CHEDULE BASE AS PER Sff TO OCHEDULSCHEDULE! BASEAS PERS SECURE! FLOOR OCHEDULE GARAGEADDITION RESIDENCE NOR MRSAO _ (/�A BATHROOM PARTITION NON-RATED PARTITION WET-WALL PARTITION DIVIDER WALL 475 CONDOR CT., LAUREL, NY 11048 A B G / (518)298-5423 \�- File name: Xref: DIBART-Al O.DWG NONE TYPICAL WALL bETAIL Reference no Sheet SCALE: 1/2"=1'-O" 2010 /+, Date 1/ �� 3/20/00 ��II Scale III AS NOTED 2 A-7 26'-0j" 2•_0^ 1. 10'-111 " 2'-0" 23'-9" NEW I General Notes 21'-8j" NEW io o I — — — — rn — — • 1 _0" NLO 24— i•1 III i F —5— • 'O � • e / /+10.1' I / I� nAP 23'-0` I / -xv EX. WELL EX. HOUSE 0 LINE OF WETLANDS WATER TANK TO REMAIN TO REMAIN o REMOVE EXISTING ~ • / 'a w WINDOW & 'BLOCK UNEXCAVATED / // <N Z UP OPENING EX. HWH NEW CONCRETE 10 -3 1� 3 STAIR SEE DETAILS FRAME OUT STAT F N A-8 SHEET A-9 / OPENING W/ (2) X10 y x ® +10. AND (2) 2X8'S Ax -+ — — EACH END AS SHOWN. EXISTING EXIST. ELEC. _ e� A28 � , // N BOILER PANEL TO BE S.. UNEXC• RELOCATED _° ^ I (2) 2X10 ° i6 io W� O' 5 R VxF. A_] N U 1IR x GARAGE 7'-4" N EXISTING STAIR — N II NEW 4X4 WOOD TO BE REMOVED 2 2X10 - vllI POST PATCH. CLOSE UP _ _ _ ' — •� / — � OPENING WITH NEW / L — — — — — — 2 X 6'S r A-9 1 o JID.t' " � J O / E a _ J O q, SN / 16 - / c 7"_8k 24'-1" 24'—O a Q REVISION #1 10.19.02 I EXISTING EXISTING NEW No. HeAeion/Leoe Date I b in Ore"b7: ]P r I El 9. NE El / N Revised by:� V1I I fiil .1' Checkedby. '• s,,` h 2'_0" 13'-0 " 2._0" 12'-103" 2•_0" 12'-Opp 2._0. 8,_0., 2,_ 2'-,i0� 2,_0„ _,-- - - -_ FOUNDATION PLAN lhmt Nance and Addreee A-1 1/4" 1'-01, LINE OF WETLANDS ANTHONY NTuOhV CI C H ei (ve� eYEN � Ue1103ae • TEL l 1771 1725 Designer JP DESIGN CONSULTANT C3g[3 28-47 4e STREET,ABT0RU,N.Y. 11103 TEL (718) 777-7034 FAR (718) 777-7034 EYAII,:)p�boeF.net E)OST. ADJACENT FOUND. • '. WHERE BEARING SHELVES 0 EXIST. ADJACENT FOUND. VARIES •• •a ,� •,• DO NOT MAINTAIN THEIR lect Il Neme and Address NEW FOUNDATION I NEW FOUNDATION A ,' SHAPE— REINFORCE FOOTING — EACH/WAY.E—BARS ® 6" D.C. PROPOSED 2ND FL. & NEW FOUNDATION TO NEW EXCAVATION DISTURB " •' a 'I II—L = 11 GARAGE ADDITION FOR GO TO LEVEL OF EXIST. N07 TO DISTURB - - =ETI I— - MR. 8 M. DIBARTOto RESIDENCE ADJACENT FOUNDATION. IF ANGLE OF REPOSE III- -III -1 --I' - �- T NEW FOUNDATION'S IS SHALLOWER OF SOIL UNDER q • IT TIT- STEP FOOTINGS WHERE _� W 476 CONDOR CT., LAUREL, NY 11948 THAN THE EXISTING ADJACENT = _ _ •• • EXISTING FOUNDATION - - - THEN STEPPED FOOTING - _ a„ AS SHOWN. ;,, •,' ' ; III-III-III III-T-III- HORIZONTAL -I - „ -I -, (618)298 6429 REQUIRED O MAX. 30 111- - .1 L ) -�I- • DEGREES TO 'HORI ON -T,. - ' SII Flle name: 7[ret: •a" IS TO BE CONSTRUCTED. SEE = �,T I �T,n - -Tr=TIi- T F _ UNDISTURBED o A . III- ALT-f1.f �- r STEPPED FOOTING DETAIL THIS SOIL "'� DDSART-ALD11G HK-A1.DRG SHEET. 30 DEGREES MAX. EMS NIKMENTS ' , ' ' Date Reference D Sheet ' FOUNDATION CONDITION 1 FOUNDATION CONDITION 2 STEPPED FOOTING DIETAIL EXCAVATION DETAILS A 3/20/00 of 2S Scale • A3 NOTED F neral Notea 1 40,_3" 2 24•_6" 6'-0" 3 O" 6'-B" 4'-2" 2, 6" 10•_7• 2' 6" 4'-9" EXISTING N W EXISTING 6" CONC. CURB ..ti• E`M' (L� ,v+e ,•�'` :,;'V '•r. .,i•.'. .�' .2 r. •m• '.'••,,:','? :<;^; z 10 NEA 10'-0" X 8'-0" . m / EXIS a '. io / RELOCA _ N DO -UP GA AGE 9 / CR EXIST. EXIST. 3O of . o O /i-10.1' o / 5" 1 17,_4" -0'r = 9'-0" I w DNYE / 12 o, ,ami / LIVINGEXISTING �RM. a REMO L PLU BI G •I` I ONEW o FIXTUR S. o N I 1 - A n / REMOVE EXISTING ti OPENIG SEE- J AHE B X 6 i STAIR REPLACE o d EMO QTES, WOOD POST WITH NEW CUSTOM 0. b PATCH & REPAIR ® - 6 XLi8_CAMI1fA1W I MBER—BEAM / o w AS REQUIRED. w WOOD STAIR AND w m`a -- -{- o I w ORIENT NEW STAIRK 9 a 1O IN OPPOSITE DIRECTIO ®`O + + o dE� •I 6WOOD PO / ry FROM EXISTING o 0 0 o SLAB ON GRADE z SEE SHEET A-9 w B X 4 ` 3 3 REINF. W 6X6/10 0 WOOD POST ODD POSTS ' •I CL o o A-8 n. o .W.M... 8 X 10 LAMIN TED TIMEER BEM / / +tpt/ I` Q - ® 0 0 3 B X 10 LAMI TED TIMBER BEM I MUD - - - RM. 0 FI o 4 4, p " 11 _7 " / FR 1 I JI h U 15 0 PD OSTS I 6 N V.I.F. �6 1 O iv TI I EI LNEW SOLID CORE \ WOOD POC! DOD AL�ING — — - 1. 2 _6" 3-O " //7 L_ FIXTURES. CA v> r- OPENINGS. _ _ _ _ 4•_g " DEMO NO I / PATCH & 'REPAIR ALL 5R SURFACES DAMAGED o e24'-0" F 2 W o FROM REMOVAL. w m A-9 REVISION #1 10.19.02 — / 15'-7" w m A-8 23'-9" ReAelon/leena Date EXISTING ® / i DINING ib7: ae,�yB.widcs `1�,'" ,•� 6X6 TREATJ2D EXIST. jp / EXIST. WOOD POSTS. '' / i PAIND I,,. '.•c(% ;xt BY 0 ER. Revised by: / 4•_85'-4^" _-5 '_ _ 7P Checked by: Firm Nnme and Address / ANTHONY CkJ-C'IC H 37-08 28TH AVENUE, ASTORG, N.Y. 11103 / TEL. (718) 728-1709 PAM (718) 726-1728 De finer 1 1ST. FL. CONSTRITM PLAN +10.1' JP DESIGN CONSULTANT A-2 1/4" = V-0" ❑oO.(L-4�777-7034 48 RAX.(7 B) 7Y.11103 2 / III=: jplbwny.net A-7 project Name ead Address -+ro.rPROPOSED 2ND FL. & GARAGE ADDITION FOR MR. & MRS. DIRARTOLO RESIDENCE 475 CONDOR CT., LAUREL, NY 11948 (518)298-5423 Pile neme: DD3ART—A2.DRG DE—A2.DWG Reference no. Sheet 201'0 A Dnta H 3/20/00 Scale AS NOTED 2 A-7 , 61. 6• General Notes 3' " 7'-5" 8'-2 " ,1'-3 5'-10t" 3--!% O O 3,_6. 2' 4• 5'-2 2,_2., 6'-0�" 12-, 7'-6 2•_p^ 2'_g^ 2' 1 q '4 " L 2 X 8 R.R, X 8 R. 16" m o 0 11 0. fp e 2'-e"O x I q � B O � x ® of ro m 10._0,. 'n � 2 STJDY/DR ( 2 STORAGEROOM TAREA s 7 OTE: 0 1a j A o O ;1 0 I O iD N �OPULA TERMINATES 2 nra O2 BEDRM, I (n I BOVE SECOND FLOOR. o `� "r " 7 M 0 THIRD FLOOR LEVEL O u N 10 CLG. JSTS. B M o I 6 1n XISTS. 02 2 Z; ,s" o.a 2 1I " r _ I M I 1 5 nl W.I. 6 a ® I o I A38 a 0 6 0 0A L - - N °° 2 ti CL 4 NEW 12" DEP GL E- M B AM x ® / • B —2..L-7,— 10 RIDGE lA `— 4'_7„ — 2�_5 2,-6" -�v 5 \ B w A-3 2 X 8 R. A-7 �Ip 11 ID 15 I I Wo ^ A-7 SII I = w o O ro O / IA CUPOLA UPPER LEVEL T ISI L. O "-1 — _ — A-3 1/4" = 1'-p" 6 L _ _ — ,.•.�.� B O Z N N 2 NEW CUSTOM WOOD A-9 5 I B STAIR. SEE SHEET o 1" 2 A_g d N EEDRM. BED.E 1 x 1D N . N 2 - m 1 N �N AKN 8'-54" A-8 6 1 2 k 10 CLG. JS S. /X 8 R., ,D " 16" 0.0. °� Fi O O Q w 1 O.C. O r>It olo 2- - - 23" 5 Eli 1, 9'_7 3' " 3 _7 • �"'2" a 5' 0" 2,Y6 5'-4• 1'_g 2'_6., ,_8 , 7,_0" g'_g " 5._4. -6. 5._6. 3'_pj" // / 6t. 2 _q�^ Q REVISION #1 10.19.02 / / / / / / / No. Rerleloa/Ieeue Date ELEVATED D E C. K so / Drawn by: ,a! 3" ALjp 1v UM. LEADER 3" ALU LEADER Revised by: I 2x8 2x8 e R I Ili e1� r � z I 2ND FL. CONSTRUCTION PLAN _ A_7 ci J PITCH PITCH Checked by: z a x A-3 1/4" = 1'-0" o � +4 / e 2%9 RIDGE L0 a 0 } X NEW ASPHALT —U •ti4 U Firm Nemo end Address 2X8 w ti N ® SHINGLES ANTHONY C U C I C H m 87-08 28TH AVENUE, ASTORIA, N.Y. 11103 2X10 RIDGES ® TEL. (718) 726-1709 FAX, (718) 72e-1728 2X8 RIDGE X Deeper N U 'ems 2Xa R.R. O0 2e-P47 46 SSTREeIT . CONSULTANT L F % O TEL (718) 777-7094 FAK (718) 777-7094 a N ® BUM: )p6bway.net 2X8 X 2 N { 48 t- 2X6 R. Pro)ect Name and Address . ® 16" .C. 2PROPOSED 2ND FL. & X6 16"R.R.O.0 -- (V ` GARAGE ADDITION FOR SAME 0 OPPOSITE 2X8 MR. k MRS. DEBABTOLO RESMENCE HAND 2X8 2X8 NEW 4" ALUM. 475 CONDOR CT., LAUREL, NY 11948 GUTTER PITCHED (518)298-6429 3" ALUM. LEADER TO NEW 3" LEADER File name: Xref: 3" ALUM. LEADERDD3ART-A9.DWG BK-AS.DWG Reference no. Sheat 2010 Data / L \ ROOF PLAN 3/20/00 A-3 1/8" = 1"-0" Scale AS NOTED Gen 0erel Notes 1 T7 N _ T.O. RIDGE NEW TRANSOM EL +28'-9" OVER ANDERSEN NEW SPHALT EXT. FRENCH WO D S SHINGLES 7 HINGED PATI DOOR N II i� NEW 4" ALUM. NEW 4' ALUM. CUTTER _ _ _ — _ _ R _ U W 3" ALUM` _ _ _ _ 1 �. LEADER LEADER NEW EXT. GRADE NEW TRANSOM CEDAR SHAKES OVER ANDERSEN TO MATCH EXIST. I I D.H. WINDOWS NEW ANDERSEN o 0 D.H. WINDOWS I W SHUTTERS I I _ N SECOND FL. L+12'_4" N ® III I 0 I Ili I II FIRST FL. L+2'-4" —a fV NEW ANDERSEN EXT. RAISED PANEL DOOR W/ SIDE LTS. 6 X 6 WD. POSTS NEW LATTICE ENCLOSURE CI _� NORTH ELEVATION A-2 1/4" = 1,-10" — — — — — — — — — — — :,N N CUPOLA BEYOND 1110 N — o — _ T.O. RIDGE Q REVISION #1 10. 19.02 ` EL +28 —9° No. Revleton/Ieeue net. G S 6 0 � 1" HINGED PATIO Drem by: r�} I:0 �'�'�� f NEW 4" ALUM. LHIA JP L NEIN EXT-.GRADE EEBAR Slf#TFE5— — — — — GUTIIER _ Revised by: . — �� JST5. jpVii, I LEADER (LEADER +21'-a" 1 ,y lil 2 i _ Checked by: NEW 3' 11 WOOD R G °i FRENCH WOO DOC RS11 1 o 0 (-Firm Name and Address ch 'm ANTHONY CU CH 00 97-06 367E AVENUE, ASTORIA Y. 11103 TEL (716) 730-1709 FAR. 7a) 736-1736 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ECOND FL. Designer JID DESIGN CONSULTANT EO-47 40 tfl'RCLR',A97'ORIA, N.Y. 11103 (7l0) 777-703{ M (710) 777-7034 ' I ® ® ENAII.: ANDERSEN1Mbwey.net EW ANDERSEN B.O. OLG. o NDS. .�H DOWS I I ) H. WINDOWS JSTS 0 I C?roJeat Neme and Address / SHU EL +9'-4" PROPOSED 2ND FL. & I I Z GARAGE ADDITION FOR NR. & MRS. D03ARTOLO RESIDENCE 476 CONDOR CT., LAUREL, NY 11940 IRST FL. (616)398-6433 C — — — — — _ I rue memo: xre(: m m RADE iv DIDART–".DWG DER_04.DWG L +0'-0" Reference no. Sheet NEW LATTICE 3010 A ENCLOSURE .0. GARA LAB Date A (21 'WEST ELEVATION EL -1'-2" 3/30/00 _ — — — — _ _ — Scale 4 A3 NOTED I General Notes I iv 0 1 _ T.O. RIDGE f I EL +28'-9" IMF NEW SPHALT SHINGLES NEW METAL 7 LOUVERED VENT NEW EXT. GRADE NEW 4" Al I&. — — CEDAR SHAKE (UTTER - _ - - "10'��H_ _ _—T'07CM STS-' NEW 3" ALUM. r EL +21'-4" LEADER NEW 3' HIGH L� I t WOOD RAILING ,/ 0 0 ba+ — - - - �_ L J _ SECOND FL. — - - - - - - - _ -EIL}12'-4" N NEW ANDERSEN F 71! _ W/ SHUTTERS I — B.D. CLO. 0 0 J - EL +9'-4" m I FIRST FL. - - - - - - - - m - - EL +2'-4" * I - - - - _ — _ _ GRADE `� o EL +0'-0" NEW 3'-0" HI. WOOD RAILING /;� T.O. GARAGE SLAB SOUTH ELEVATION A-2 1/4" = V-0" a I [V _ _ _ _ _ _ CUPOLA BEYOND NEW EXTENDED o —QTY FLASH i t REVISION #1 10.19.02 AT PERIMETER 'O O 0 Z No. Revision/fame Date T.O. RIDGE EL +28'-9" seg ., . Drawn bY: S JP NE 4" A M. NEW METAL 10 Revised by: t 'l� i?7,a G TTER LOUVERED VENT 1 Y � i� Jp Li 11 NE 3" A 'M. NEW SP L '-ti � 4 LE 'DER SHIN Checked bF: 'r: 'x. w'h'y EL +21'-4" �NE — — SHIN EHINGED PATIO Firm Name and Address NEW 3' HIGH NEW FRENCH — ANTHONY C CICH � �_ DOORS 0 0 57-0820TH AVENUE, ASTORIA, N.Y. I I IDS WOOD RAILING - TEL (718) 726-1709 FAX. (715) 7221-1728 m a Designer JP DESIGN CONSULTANT 10 TEL(7l6) 77!WFr(%) 77 7064 11103 11 SECOND FL.oL Elisa )p�bwe�.net B.O. CLG. - - - - - � � Project Name and Address EL +11'-8" ❑ ❑ I PROPOSED 2ND FL. & EIE] 0 GARAGE ADDITION FOR • MR. h MRS. DIDARTOLO RESIDENCE m 475 CONDOR CT., LAUREL, NY 11948 is ❑ ❑ (518)298-6429 I I I I P'Ile name: Xref: DIDART—A5.DRG DEB_S.D1IG --° - - FIRST FL. NEW ANDERSEN nn - - - ��- - EL +2'-4 _ Reference ao. Sheet L T.O. GARAGE SLAB GRADE N zolo A EL -1'-2.. - - - - - - - — O'_0„ Date 9/20/00 r Scale h 2 EAST EUEVATION J A-2 1/4" = V-0" AS NOTED