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Home My WebLink About34193-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33371 Date: 11/03/08 THIS CERTIFIES that the building ADDITIONS & ALTERATIONS Location of Property: 1700 PARK AVE MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 123 Block 8 Lot 5 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 30, 2008 pursuant to which Building Permit No. 34193-Z dated SEPTEMBER 30, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS AND ADDITIONS, INCLUDING DECK AND SECOND FLOOR BALCONY, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to EMILIA & ILYA KABAKOV (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 103314C 08/30/08 PLUMBERS CERTIFICATION DATED 07/07/06 CUTCHOGUE EAST PLUMBING 67 OF �Auzed Signature Rev. 1/81 Form No.6 `{T�.I TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL �CT Q 765-1802 bi_DGy DEPT. APPLICATION FOR CERTIFICATE OF OCCUPANCY, T WN F S 'imOUD 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. d'�)�L 1 d a New Construction: Old or Pre-existing Building: (check one) 'Vr�-�M.l Location of Property: ]`7W House No. Street / Hamlet Owner or Owners of Property: _ryi It' a + -TL3 6. CJbcJ0V Suffolk County Tax Map No 1000, Section aJ Block CYDOS Lot 005 Subdivision Filed Map. Lot: Permit No. � Date of Permit. C-blap Applicant: �5j d �pC� _%r-us f�,l l ef'S_` -` Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ p�J� Q_Ic� J4 &-L& C�j `CA Applicant Signatur btr-CJ-OaW 11:60H t-KUP1:LHi1t1'e-M tU:W Klt, M W1(.3ff(0!3b 1 U: r3't'Cb1 r.1 Electrical Inspection Certificate Issue Date Electrical Inspection Service,Inc. Application 8/3Q/2l?A8 37S Dunton Avenue 103314C East Patchogue,New York 11772 (631)29041842 Issued To: Mr. E. Kabakov Street: 1700 Park Avenue Village: Matfituck Zip: 11952 Town: Southold Section: Block: Lot: Contractor: Lademann Electric Inc. Lic.# 4141-E Was examined and found to be in compliance with the National Electrical Codo. El Commercial [7 NV Defects ❑ Pool O let Floor ® Indoor ❑ Basement ❑ Hot Tub ® Residential ❑ Dot,Garage ❑ Attic ® 2nd Floor ® Outdoor ® Addition ❑ Survey Switches Receptades Rxtums GR Heaters A/C Fans 21 32 94 8 Dishwasher INasher/Amps Dryer/Amps Oven Range/Amps Microwaves 1120 1 20 1 30 1130 1 30 1120 Fumace ON Gas Circulators Smoke Detector Bell Transformer 6 1 Meter Amps Phase US/OH Jacuzii Television CO Detector 1 400 1 ❑x / 2 Bldg. Permit: Other Equipment -200 Amp Main Breaker Panels - -100 Amp Sub Panels Hugo S. Sur+di President Rough lLq)e ti0n: 51/12/2006 Itlspemr. John McMahan III Rnal Inspemon: 06#2412006 tnspectcr. John Me Mahal lit This certificate must not be offered in any manner. Inspectors may be Identified by their credantials. `aa.,� ' .,�3Y.E`,Sd, �'<,{*`a.'^«�� .ram y �,�;2'c �^ F.,�,,"+�c'y°_ '�. t;�ti aA` fc�a�.q'i3�'�''�✓,1' FO[Cz ��oG . y r Town Hall,53095 Main Road O Fax(631)765-9502 P.O..Box 1179 y�o! �aO� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: Ch-)� 1 L- ON (Please print) // 4 4 Plumber: V 5 ��<< y`tC �e{✓� J�- o�.C- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. / (Plun&rs Signature) Sworn to before me this day of , 20 O� SUSAN J. NAGY Notary F+ubllc State of New York No.4896735 Qualified in Suffolk County Notary Public, County Commission Expires May 20 James F. King,President '�0f so�ryo Town Hall Jill M. Doherty,Vice-President ,`O �� 53095 Route 25 P.O.Box 1179 Peggy A. Dickerson Southold,New York 11971-0959 Dave Bergen G Bob Ghosio,Jr. Telephone(631)765-1892 �oU Fax(631)765-6641 NtV,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0259C Date October 2, 2007 THIS CERTIFIES that the terrace and first and second-floor additions to the existingd welling At 1700 Park Ave.,Mattituck Suffolk County Tax Map# 123-8-5 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 3/14/05 pursuant to which Trustees Permit#6102ADated 4/20/05 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law.The project for which this certificate is being issued is for a terrace and first and second-floor additions to the exiting dwelling. The certificate is issued to EMILIA&ILYA KABAKOV owner of the aforesaid property. v� Authorized Signature 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. 34193 Z Date SEPTEMBER 30, 2008 Permission is hereby granted to: EMILIA & ILYA KABAKOV 1700 PARK AVENUE MATTITUCK,NY 11952 for ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER TRUSTEES APPROVAL THIS PERMIT REPLACES EXPIRED BP ## 31435 at premises located at 1700 PARK AVE MATTITUCK County Tax Map No. 473889 Section 123 Block 0008 Lot No. 005 pursuant to application dated SEPTEMBER 30, 2008 and approved by the Building Inspector to expire on MARCH 30, 2010 . Fee $ 324 . 90 1 =-( Iff rized Si natu ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31435 Z Date SEPTEMBER 9, 2005 Permission is hereby granted to: EMILIA & ILYA KABAKOV 1700 PARK AVENUE MATTITUCK,NY 11952 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER TRUSTEE APPROVAL at premises located at 1700 PARK AVE MATTITUCK County Tax Map No. 473889 Section 123 Block 0008 Lot No. 005 pursuant to application dated SEPTEMBER 2 , 2005 and approved by the Building Inspector to expire on MARCH 9, 2007 . Fee $ 324 . 90 Au orized Signature ORIGINAL Rev. 5/8/02 Albert J.Krupski,President ��zf so yo Town Hall James King,Vice-President ,`O l0 53095 Route 25 Artie Foster P.O. Box 1179 Ken Poliwoda Southold,New York 11971-0959 Peggy A.Dickerson • �O Telephone(631)765-1892 COUNN Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 6102A Date of Receipt of Application: 3/14/05 Applicant: Emilia & Ilya Kabakov SCTM#: 123-08-05 Project Location: 1700 Park Ave, Mattituck Date of Resolution/Issuance: April 20, 2005 Date of Expiration: April 20, 2007 Reviewed by: Peggy Dickerson Project Description: Construct a first floor addition on the landward side of the existing dwelling and construct a second floor addition, with the condition that the bluff is planted and inspected, and all as depicted on the plan received on March 14, 2005. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 97 of the Southold Town Code. The issuance of the Administrative Permit allows for the operations as indicated in the project description. Special Conditions: Planting of bluff. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 97 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Albert J. Krupski, Jr., President Board of Trustees 3/ y15 James F. King,President �QF so�jy Town Hall Jill M. Doherty,Vice-President �0� Ol0 53095 Route 25 P.O. Box 1179 Peggy A. Dickerson Southold,New York 11971-0959 Dave Bergen G -Ida John Holzapfel ro • �O Telephone(631)765-1892 29, P1111 `I,� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 18, 2006 Mr. Frank Uellendahl, Architect P.O. Box 316 Greenport, NY 11944 RE: ILYA & EMILIA KABAKOV 1700 PARK AVE., MATTITUCK SCTM#123-8-5 Dear Mr. Uellendahl: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, January 18, 2006: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Administrative Permit#6201A to enlarge the first floor home office by 5.5' with a terrace above the addition and a crawl space under the proposed addition, and as depicted on the plan prepared by Frank Uellendahl received on January 6, 2006. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, James F. King President, Board of Trustees JFK:Ims r - JAN 3 0 �r n I i 1 �� —� —111'iITOLD SOUlyo�o �o comm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 192 a . v DATE INSPECTOR OF SOUTy�Io 9 Z, coum, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING AFINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: A/Z) - �1�° f f o A( � 3 DATE �� INSPECTOR oF so�jyo`o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION c [ ] FRAMING / STRAPPING [FINAL Lam, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION .REMARKS: I 4vw-�- 10L- /L f/✓ e DATE INSPECTOR r so�Tyolo COU No,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST kl \ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION P<FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR Fronk W. Uellendohl Architect PO Box 316, Greenport,NY 11944, tel:631.477.8624 fox:631.477.2997 emc(ii.fueliend@optonline.net October 27, 2006 Owners: Ilya and Emilia Kabokov 1700 Park Avenue Mattituck, NY 11952 BUILDING PERMIT#31435-Z ��A\ Additions and Alterations to the Kabokov Residence LETTER OF CERTIFICATION STRAPPING The strapping of the above referenced addition—the 2'floor addition and the I"floor kitchen expansion -was executed as per architectural plans and specifications. INSULATION The insulation was installed as per architectural plans and specifications except for part of the cathedral ceiling above the kitchen in the vaulted area of the eyebrow window. This part of the ceiling was insulated with R-30 instead of R-38. In exchange all exterior walls were upgraded to R-21 in lieu of the required R-19. DECK FOOTING AND FOUNDATION The deck footings on the landward side of the house and the foundation of the 1 S`floor addition were installed as per amended architectural plans dated 01/04/06 which were submitted to the Building Department at that time. I hereby state that the information provided above is true to the best of my knowledge. i I ; Frank Uellendahl � n3 J � 1 Copy: Building Deportment Ilya and Emilia Kabakov Jg Fronk W. Uellendahl Architect PO Box 316, Greenport,NY 11944, tel:631.477.8624 fax:631.477.2997 emall.4uellend@optonline.net October 24, 2005 Clients: I ja and Emilio Kabakov 1700 Pork Avenue Mattituck, NY 11952 BUILDING PERMIT#31435-Z 3y 1 r Additions and Alterations to the Kabakov Residence FOUNDATION INSPECTION At the request of the contractor Sid Beebe I inspected the completed foundation for the proposed kitchen/ den addition of the above referenced project on October 08. Due to approching bad weather the contractor decided to have the foundation installed earlier than planned to avoid further construction delays- using fully grouted 8-inch masonry instead of the proposed 8-inch poured concrete walls. The footings are poured concrete and in accordance with the architect's plans. At the request of the owners the wood deck will not be constructed as indicated on the permit plans. I am enclosing a revised foundation plan and 1 st floor plan showing a square as opposed to curved deck design. The deck area of 275 SF remains the some.The deck footings will be installed at a later time. The foundation work was done according to code.The bituminous coating of the walls will be applied shortly. I hereby state that the information provided above is true to the best of my knowledge. E) ARcy �N, nk Uelle dahl . 021 pQ� �, 071 242005 '. Copy: Building Department OF N7 P L^G. ''17. . Ilia and Emilia Kabakov T VV f U i OLD 5Q �ol01 z t• 7 %w �4 t i a4, ��id11�lY •�rr�rU sty .� �\�� - �� . �©� �\� \:��< x:�� ; \�� .� \\, � y�� / ��° / �`/\~ .-� \ ,/ �� . ��y\\t .\�.�», ��j�\� . ��7�y� >��2 . �sy /��\y. % ��\ ��»< � �° . >�«. . - »<«, , \ �\ e .��: � y � . 7�» . � ��. - a� � _ - , � } •x �, rx ,� rx �, rr �, r-r �, rr ,� rr � rr � __—_ — — I :111110 ADDITION r M i I,--_ a TO THE emm m be F---------a Ir PROP o e IF-------I m L------ ---_ J c L------ ----- ------�_---_� TERRACE ----- 275 SF CEDAR DECK II �� I RESIDENCE MATTITUCK \ / II ------------------------------- ' LEOD ARCHITECT I� 3 PROPOSED VENTED E EXT'G FOUNDATION WALL FRW 0EUBOR P.O.BOX 316 j o 5 ;' S o CRAWL SPACE 3 ® NEW FOUNDATION WALL Gow,NY 1191/ _ ———— WALL ABOVE TEL 631 in 662+ - FAX:631-472 2997 `� OWNER I 1 ——_—— N EX151NNG UA h ENUA ON& — (3J I-3/4"XI i---LVL gRDER-- CRAWL SPACE i00 P�Po ��NUF MAITOUQ(.W 11%2 it I I I N 1 t I I I PREPARE 2f X 24'DPEWNG I --- 111;631-299 6530 I I - II II FOR ACCESS TO CRAWL SPAM: 11 I I 11 I I EXACT LOCATION TO DE --- EXISTING WINDOWS BASEMENT Ll i I I I I DETER11B1ED IN THE FEW i I if II II 11 II II 11 II 3 2X6 POST ABOVE n I I I r uANCHOROD TO FO UTION I I IL IRT'0 6X6 POST I I 12'DIA SONATUBE NEW FOUNDATION/CRAWL SPACE ONCONCR 0'PIER X]'-Or 3/4'SUBFLOOR,N ILED r GLUED I I I 1 CORC.FOOTING 2 10 FLOOR JOISTS 0 16 O.C. R-19 INSULATION I I I I 2`X6'TREATED SILL I II I 2'CONCRETE DUST COAT ON 5 II I 6 NIL POLY VAPOR BARRER ON COMP.GRAVEL, 1'-4'X B-POURED CONIC.FOOT'G W/KEYWAY I I i I I BITUMINOUS COATING SILL SEAL TERMITE SHIELD I 1 SIRE IR=3000 PSI AT 28 DAY ASTM ffi u C-94 READY MIX CONCRETE ALL FOOTINGS.FOUNDATIONS,ETC SWILL DATE 09/02/m REST ON UNDISTURBED SOIL 9"NE 3/16-=1'-0' n AL FOOTINGS AND FOUNDATIONS SHALL BE PROPOSED FOUNDATION PLAN �� arc.NNTE FOUNDATION PLAN A- 4 0�j ore.No ELECTRICAL LEGEND LEGEND ►J ADDITION 4) NoABIPTC1WLU To WAS WCH au �,nr wo o 2 O TO THE * OW go ww wuwu>xw ® MB w EXT'G WALL e qpa,mm riur M W OR ounn ® wa®wx a CO-7 male NEW WALL � "°'""'"'°` wrrz ioaNm ff"""" REMOVED WALL • .Ywwwwuxaow 4t Flomaammww yr¢i• n I,,mw[ � uart EXTERIOR LIGHT sexy ® awus rrAuA PROPOSED NEW GROSS FLOOR AREA - 1ST FLOOR = 510 SFJ TERRACE 275 SF GEAR DECK � RESIDENCE r,71 r-. MATTITUCK 9 A049 7e9aE A � ARCHITECT .................u ® [jaw 1Evei WI aw r.o e 316 DW 1 2 QEJ3PONf,NY 11944 EXISTING , P�R T I TEL:63I-477 6624 FOYER ' ROOM \ PROPOSED i FAX:631 477 2997 �— �� CA Q_G HGT:a'-2' LAUNDRY HALT. �y DEN ' OWNER M FOOW / I Q ri g CATHEDRAL CEILING e,R d99i W I I7M rase AM p4 m I 5 iW71N0(,M'11952 TEL 63I-M 6530 2X12 CEILING ABOVE - - ---- ��au w N allom, OD T 0 12 0.. I ----- -- I RE-USE EXT'G SKYLIGHTS \ I r I II r__'7r---I I �� I II I 11 1 II I AD ElOWISf FM1 ■POlH1 NOW COAT�BROQM CLOSET i p i i p i j l i I I 48'SUB-ZERO � L__�L__� Side-By-Side 0 GLUEDrIMYNII BFAN- LENGTH 24'-I• -_ ( 2X6 POST _ _ ANCHORED TO FOUNDATION EXI C CLG HGT:9'-0' -ow -1--T-�F—-T- 27'WINE COOLER • • • • • Te rature controlled To nA NOW I �1°8 I � a 1 a (2)30'Wall OvcrTs � EXISTING BEDROOM UP EN • + • Storaqa foroft CLG HGT: S'-2 coffeA maker etc. ICONTINUOUS L_ 'C' 1� UNDER COUNTER LIGHTING CLOSET ON DIMMERS - TYPICAL PANTRY Glgss abinets a 13 eep o d u 1 E�1<IS11NG 9 DATE: 09/02/2005 �/f f 11�L 3 SAL 3/16' CLG HGT:8'-2' PROPOSED 1 ST FLOOR PLAN EXISTING EXISTING LMNG ROOM DINING ROOM CLG HGT: 9'-4' CLG HGT: 9'-4' A - 5 A� DNG.rw Frank W. Uellendahl Architect PO Box 316, Greenport,NY 11944, tel:631.477.8624 fax:631.477.2997 email:fuellend@optonline.net January 5, 2006JAN T Vdrd 'r SOvTr IJLD Owners: Ilja and Emilia Kabokov 1700 Pork Avenue Mattituck, NY 11952 3gg3 BUILDING PERMIT#31435-2 Additions and Alterations to the Kabokov Residence AMENDMENT Home Office Extension The owners wish to enlarge the existing home office by extending the exterior wall by 5'-6" which will increase the gross floor area by 81.0 SF. A small terrace will be created on the 2nd floor off Bedroom 3. The proposed addition is in compliance with the NYS Energy Conservation Code and is consistent with the building plans and specifications submitted with the permit application doted 09/02/2005. Window Replacements All existing windows and doors in the living room area will be replaced with Andersen 400 Series casements and sliders.The structural integrity of the exterior walls will not be effected. All headers will remain. Front Stoops Both stoops in front of the main entrance as well as the studio will be built in masonry as opposed to the formerly proposed framed deck construction.The revised foundation plan is attached. I hereby state that the informatio ve is true to the best of my knowledge. RAC �N .UIQlit �C��.t d .'asq F A i r"(:" e_ f p%_a. �k'.. ank Uellendahl Copy: Building Department Igo and Emilia Habakov ��. Frank W. UelLmnrahl Architect April 85 8008 ------ Owners: Ilya and Emilia Kobokov l7OO Park Avenue Nkattko6k, NYllAS8 BUILDING PERMIT#31435-Z Additions and Alterations to the HobohovResidence FRAMING INSPECTION—HOME OFFICE EXTENSION The framing and strapping details of the above referenced addition were executed os per architectural details except for the following: The contractor changed the direction of the ceiling joists using 8z8's over the short span os opposed ho 8xl8's over the long span. The attached revised plan reflects the AS-BUILT condition. | hmrwby state that the information provided above is true to the best o[myknowledge. V \ArunhUa||mndoh|-- ' cppw Building Department ' Ilya and Emilia Kabakov i KITCHEN ge f Or _ _ _ _HW FLOOR_ _ _ _ Microwave above J I e maker etc. F - o Q i abinets eep w EXISTING HOME OFFICE extg CLG HGT: 8 —2„ to remain triple post 5" x 11.5" Glued—Lam. Girder triple os EXTENSION X N �n HEADER: (2) 2X12 a 7'-7 1/2" 14'-9° 6 C 922 SF 11'-0° FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) w � -------------------------------------- FOUNDATION(2ND) _ z © p CZ Q ROUGH FRAMING& `4 PLUMBING INSULATION PER N.Y. STATE ENERGY CODE •,Q o , FINAL ` 0-2-3-rc 6 A, o[ ADDITIONAL COMMENTS s c �� r o /02 ae - .11C�d,- U, m a � 0 z x C b y , Permit Number Checked By/Date 0 Generated by REScheck Package Generator A/" Compliance Certificate Project Title: KABAKOV RESIDENCE Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Window-to-Wall Ratio: 0.15 Heating Degree Days: 5750 Report Date: Date of Plans:09.02.2005 Project Information: Builder Information: 1700 Park Avenue,Mattituck,NY 11952 Frank W.Uellendahl,Architect Sid Beebe$Sons Builders,Inc. PO Box 979,Cutchogue,NY 11935 631.478.1874 Project Notes: Cornpitance,Passes Cavity R-Value Cont. R-Value . . �.. Ceiling: 38.0 0.0 Wall: 19.0 0.0 Window: 0.400 Door. 0.350 Floor: 19.0 0.0 Statement of Compliance:The proposed building represented In this document is consistent with the building plans,specifications, and other calculations submitted with this permit application.The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional Judgment,such plans or specifications are in compliance with this Code. Builder/Designer -<. A c Date � \44.U QZP 9r 0216� O�NEyJ Page 1 CGenerated by REScheck Package Generator �J( REScheck Inspection Checklist Project Title: KABAKOV RESIDENCE Ceilings: ❑ Ceiling:,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall:,R-19.0 cavity insulation Comments:upgraded to R-21 Windows: ❑Window:,U-factor.0.400 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door.,U-factor.0.350 Comments:Front door exempt Floors: ❑ Floor:,R-19.0 cavity insulation Comments: Air Leakage: ❑Joints,penetrations,and all other such openings In the building envelope that are sources of air leakage must be sealed. ❑ Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from Insulation. Vapor Retarder: ❑ Required on the wane-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment must be installed\plain\f2\fs20 in accordance with the manufacturer's Installation Instructions. ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts In unconditioned attics or outside the building must be Insulated to R-8. ❑ Return ducts in unconditioned attics or outside the building must be insulated to R-4. ❑ Supply ducts in unconditioned spaces must be insulated to R-8. ❑ Return ducts in unconditioned spaces(except basements)must be Insulated to R- ❑ Return ducts in unconditioned spaces(except basements)must be insulated to R-2. .Insulation is not required on return ducts in basements. Duct Construction: ❑All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes.Tapes and mastics must be rated UL 181A or UL 181 B. Page 2 Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: ❑Separate electric meters are required for each dwelling unit. Fireplaces: ❑ Fireplaces must be installed with tight fitting non-combustible fireplace doors. ❑ Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: ❑Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105°F or chilled fluids below 55°F must be insulated to the levels in Table 2. Page 3 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness In Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Tabie 2:Minimum Insulation Thickness for HVAC Pipes.Hot Water Pipes Fluid Temp. Insulation Thickness In Inches by Pipe Sizes Piping System Types Rangeff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Page 4 Albert J.Krupski,President �\\0� S�UJyO Town Hall James King,Vice-President ,`O l0 53095 Route 25 Artie Foster P.O.Box 1179 Southold,New York 11971-0959 Ken Poliwoda y Peggy A.Dickerson �l�• �0� Telephone(631)765-1892 UNTY,� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 6102A Date of Receipt of Application: 3/14/05 Applicant: Emilia & Ilya Kabakov SCTM#: 123-08-05 Project Location: 1700 Park Ave, Mattituck Date of Resolution/Issuance: April 20, 2005 Date of Expiration: April 20, 2007 Reviewed by: Peggy Dickerson Project Description: Construct a first floor addition on the landward side of the existing dwelling and construct a second floor addition, with the condition that the bluff is planted and inspected, and all as depicted on the plan received on March 14, 2005. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 97 of the Southold Town Code. The issuance of the Administrative Permit allows for the operations as indicated in the project description. Special Conditions: Planting of bluff. If the proposed activities do not meet the requirements for issuance of an Administrative Pe�rmiFs—et-fo-fth in Chapter 97 ot the bouthold Town'Code, a Wetland Permit will be required. This is not a determination from any other agency. Albert J. Krupski, Jr., President Board of Trustees TOWN OF SOUTHOLD I r', _ ` ; ' BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT `-p E I ,i Do you have or need the following,before applying? TOWN HALL ''s 20�� Board of Health SOUTHOLD,NY 11971 - - - 4 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 _ Survey www.northfork.net/Southold/ PERMIT NO. c Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 S_ Contact: , 7 �y Approved `I 9 ,20 Mail to: Fa- � V Q� Disapproved a/c q 4-�e Phone: Expiration 3 ,20_-7- Building Inspec r APPLICATION FOR BUILDING PERMIT Date 2 , 200�7 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or reas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments'or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housi c e, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (S na a of applicant or name,if a corporation) PC/3 3/& 'k,Y 111,144 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder 42Ct 745 _ Name of owner of premises /y �( ��`z 1C (� �l�r9/�� V (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. -510 !a LE �V , g(j!( UL—pS Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section X2" Block 09 Lot;.,•,M,CJ S Subdivision Filed Map No. 2. State existing use and occupancy of premises and intended use acid occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition L,,'� Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �2�✓� nfJ Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars Z__ . 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. /✓T� g y ��.�' r 7. Dimensions of existing structures if any: Rear `?w_ �l Depth 5w, Height 2.5 Number of Stories 2 Dimensions of same structure with alterations or additions: Front -7��55 Rear 76;--9' Depth S'S,S Height 2G( Number of Stories 8. Dimensions of entire new construction: Front 52,7 r Rear Depth 46' Height 25 Number of Stories 2. 9. Size of lot: Front 16,2. S�� Rear 1�✓'�. 77 11 Depth s Lam' 10. Date of Purchase /2 Z Name of Former Owner 16�2 . R'"R K 11. Zone or use district in which premises are situated ' �O 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO ✓Will excess fill be removed from premises? YES V/NO 14. Names of Owner of premises /l/o Cwilia k66-O dress l7aehl i., 9/yPhone No. �31.2g,9,6530 Name of Architect �7wk;C Address f�6 31 //*fPhone No Gd3/. 477.BIZ¢ Name of Contractor 6%zL,68e, o 7 ySDW-6 Address P45 q79 XdhZ!i hone No.Zi31_ 479_/�� 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES Z NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate 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 SU��pC�G being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) 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 best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 O-s j Notary/Public Signatur6 of Applicant LINE J COOPER MY PUBLIC,State of New York NO.01C04822563,Suffolk C�o ��u � Term Expires December 31,20. TOWN OF SOUTHOLD PROPERTY RECORD CAR® — - 4- OWNER STREET VILLAGE DISTRICT SUB. LOT CLkD / / r x -P FORMER OWNER N E ACREAGE_ a C -t S W TYPE OF BUILDING CA gl<ld RES. a� SEAS. VL. FARM comm. IND. CB. I MISC. LAND IMP. TOTAL DATE REMARKS 2=67Q� f` q � : /! !� a I -L 11-7 Ark l"n a bg kv v Z�0AGE Shoo BUILDING C N I 10 AEW NPOWAL B �OWW z 2 BOVE `d Farm 22 re clue Per. cre Value Tillable 1 13u G /5G Tillable 2 3a 04 eAO:30)a add►dim. to s Y b Tillable, 3 Lj Woodland Swamplarid B ru;Wpr4d ,, House Plot Total ✓, �N a� y s t1 r u l �y s z lM. '�,p-� ! -r (YES�"'�`F` r '•nf. WMMHM MEMNON IN ■■■■Q■■■E■■■■■■■■ONO ■■■■■■■■■■■■■■■■■■■■ Fire Plac Rooms Ist Floor NMI WF,&4 Rooms 2nd Floor ® Driveway , 1' � ..'�RJ►l Rom.= :� a v. • ••- r , c .� .. ter (+ — 1.Y • • • s � a � r "so ROAD" �J E 162.50' FE 6°57�00" - — . — • cRANrrr: S.R.F. FG \ 0A'N 5.R F ' MON p528.00' 0.2'S 07 i � U) 0 p ` GO_ 01 t ID OD �1 ti N Ln a-� �1 0 NIs !� r 5 ' g o/ � rnp9o�°fY fr' garage .� / stone w oll l_E: LOT NUMBERS REFER TO MAP KNOWN AS ¢ �, "PLAN OF MARRA TOOKA PARK, BAY L 0 TS AND BUNGALOW SITES" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON NOV. l; 1905 AS MAP NO. 450 (JA u brick zl.o to ION r� 2Ln 3 r 2 sty. fr. lis - 103, 058 ft. �� t or 2.3659 ac APPROVED (Cpof -3 OA R® ®F Tti6�.'v.3� L:"�J wooj bulkfiea �Q is TOWN OF SOU 8 HOL Woodwog bu�l.heod A deck DATE c Woo jet lies 4/wy AL T.ZRA TI-ON OR ADDI TI�?N TO THIS SURVEY IS A VIOLATION uF:'SEC�N "/7 t g OF THE liEW YORK STATE EDUCATION LAW. M.H.ly M. ALONG BULKHEAD E=kCFPT .AS PERj SECTION 7109—SLIBDIVISION 2. ALL CERTIFICATIONS H REON ARE. 1 LID FOR THIS MAP AND COPIES THEREOF ONLY IF FA1D-.AdA.P___C7,F� �OPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR !L PIE��CI.� I C THOSE C��CNfA,TU�RE APPEARS HEREON, T.t11 tiK A T7��V.da, "SOUTH RO.AD" . N 86'57'00" _ 162.50' _ GRANITE S.R F. FE \ FE S.R F MON 0.2 S . 628.00' 04'N ` ' 11 1 R, t ,I a 1 O FIE L o 4 g W W t- 0 v I fn vl Ln — w a` �1 a LA a� 30.2' O.H.W. r garoye 1 S R F w oll Sto� t TE: LOT NUMBERS REFER TO MAP KNOWN AS "PLAN OF MARRA TOOKA PARK, BAY LOTS AND i BUNGALOW SITES" FILED IN THE SUFFOLK COUNTY / CLERK'S OFFICE ON NOV. 1, 1905 AS MAP NO. 450 0, bi tcl z10 c� - �h �D�I `JT FL IrU� 18 3; ° i 23 8' r J N (� {� J�I r '1 3' J � o EKA)TirO _ { --J `n------_ 8.1 un 2 sty. / 38.4' crn fr. hse. 1 Z 1 or 2.3659 ac �: VL of bonk ,000 '23 O� - O� _ t i CSwoo bulkhead deck i S f36'4 0'20" W 156.77' woo jetties ANY .ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. M IJ.w.M. ALONG BULKHEAD EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON 'ARE VALID FOR 7HI S MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR CREAT PE CONIC tYHOSE SIGNATURE APPEARS HEREON. BUILDING PERMIT # 31435-Z ' ADDITION —e� ?) 1q O TO THE WNW Itt]Ipl owr u r+a PROPOSED ❑ to t TERRACE r 7 MAHAGONY DECK sa tp' r-w i/tIt v, Qo c 5 4+41 ° RESIDENCE POWDER IfAOnt a U 0 -r WJM 2Xto ✓i RAM W MATTITUCK EXISTING �11 � t �; ° FOYER 0 1 3 PROPOSED i CLG HGT: 8'-2" = ®.s DEN N GLASS B OC c \ - Hy moat /' o © ABOVE 4 6� r o -1 `,\ CATHEDRAL CEILING Ru d#xa it o ARCHITECT � Z 2z12 CO NG Jqs ABOVE LAUNDRY i (3) 2X6 POST FRANK UELLENDAHL 0 12 0. . W(6 DGING ROOFS � _� ___-__��_____ _C IORED TO FOUNDATION P.O.BOX 316 -- ------------------------- RE-USE EXCG SKYLIGHTS G Y 1194 r r r TEL: 631-477 8624 Nsru alawcr saint �" I FAX: 631-477 2997 DKW FY Uaf IN POW Rn I I II p l © I I I I 48'SUB-ZERO I L L--J L--J Side-By-Side � OWNER ON (��X�$0 "-Td FOUNDATION (31 2X6 POST I 5 X22 GLUED-LAMINATED BEAM - LENGTH 24'-1' gCHORED i0 FOUNDATION AR do EMILIA KABAKOV - �- - - = 1700 PARK AVENUE EXT'G CLG HGT: 9'-0' --4 r4� +�+ � -T T-T- 27'WINE COOLER MATTITUCK, NY 11952 TO R01 Ir i ®i Temperature controlled TEL: 631-298 6530 rww J (2) 30" Wall Ovens 3 Y BEDROOM DP KI HiT%HEN ` Rraq U CLG HGT: 8'-2" offe8emoker tc. p rR CLOSET Y s PANTRY Gigsrbinis +; 13 o EXISTING w v HOME OFFICE �'�' o ezt'g CLG HGT: 8'-2'to remain t EXISTING EXISTING .2 LIVING ROOM DINING ROOM triple Pas, 5'z 11.5'Glued-lam.Cider tri le s CLG HGT: 9'-4" CLG HGT: 9'-4' L ci o REMOVE EXISTING WINDOW AND FILL IN o �- HEADER'. 2)2XI2 w © r-7 11r � 0 ,�• ° LEGEND ALL EXIS K wwDM AND DDDRs NG ARfA EXT'G WALL 8 T400 SERIES CkSSDIEM AND SLIDERS ® NEW WALL = o HEADERS TO 1113M REMOVED WALL a o s 1021 SF 922 SF EXTERIOR LIGHT W DATE: 01/04/2006 FIRST FLOOR PLAN SCALE: 1/8' STONE TERRACE 3�'- PROPOSED NEW GROSS FLOOR AREA - KITCHEN/DEN =510.0 SF Y NEW GROSS FLOOR AREA - HOME oFf10E = 81.0 SF 0 1 ST FLOOR PLAN NEW GROSS FLOOR AREA - FIRST FLOOR =591.0 SF g DWG. NAME g A — 5.10 ®� DWG. NO GENERAL NOTES DESIGN CRITERIA: BUILDING PERMIT 31435-Zi ADDITION I!, ( r� ^�,II 1 I' TO THE 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. i � I^ ' - 3`F_r.- 93 ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS AND DECKS - 40 PSF. d BUILDING CODE, AND THE NEW YORK STATE ENERGY SLEEPING AREA - 30 PSF. c�1 CONSERVATION CODE, AND LOCAL AUTHORITIES. 1115 WIND SPEED - 120 MPH Cs Q 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B m MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE 1 3. ALL LUMBER SHALL BE GRA�E STAMPED DOUGLAS FIR- FROST LINE DEPTH - 36" LARCH STRUCTURAL GRADE 2 OR BETTER. TERMITE - MODERATE TO HEAVY DECAY - SLIGHT VA 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL ICE SHIELD UNDERLAYMENT REQUIRED - YES W PAR PARTITIONS, EXCEPT AS NOTES ON DRAWINGPARALLEL DESIGN IN ACCORDANCE WITH AMERICAN FOREST RESIDENCE 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND PRODUCTS WOOD FRAME CONSTRUCTION MANUAL MATTITUCK FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD 6. ALL DIMENSIONS AND GRA E CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO START OF CONSTRUCTION AND ORDERIN OF MATERIALS. THIS WINDBORNE W BBOEARINGTIOCAPACITY BEEN wOD�,iSIGNED AND GRADESL DEBRIS PROTECTION SCHEDULEaRCHirECT LESS THAN 5%. CONTRAC SHALL VERIFY THAT EXISTING SOUTH ELEVATION S3 FRANK UELLENDAHL THESE CONDITIONS ARE MET. ALL FILL BENEATH m CONCRETE SLABS TO BE COMPACTED TO 95% P.O.BOX 316 o PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS GREENPORT, NY 11944 RELATIVE DENSITY. OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS TEL: 631-477 8624 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER FAX: 631-477 2997 SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER THE GLAZED OPENINGS OF THE PROPOSED EXTENSION BY TRIPLE UPRIGHTS. ALL HEADERS TO BE q OWNER MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. J ILJA & EMILIA KABAKOV 8. PROVIDE FIRESTOPPING AT ALL LEVEL WINDOW SCHEDULE 1700 PARK AVENUE PENETRATIONS. 1952 9. PROVIDE FLASHING AT ALL ROOF BREAKS, MTEL: 631, NY 16530 CHIMNEYS SKYLIGHTS, EXTERIOR DOORS, WINDOWS ALL WINDOWS ARE ANDERSEN PRODUCTS WITH INSULATED 3 TEL: 631-Z98 65. AND DECKS ETC.. LOW-E GLASS AND WEATHERSTRIPPING. 10. DO NOT SCALE DRAWINGS. SCREENS TO BE PROVIDED FOR ALL WINDOW/DOOR OPENINGS MMI ED ?C WINDOWS AND DOORS TO HAVE WHITE METRO HARDWARE 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- COLOR: WHITE, PREFINISHED, EXCEPT KITCHEN PATIO DOORS < ;� ENGINEER ARE NOT RESPONSIBLE FOR THE TO BE STAINED ON THE INSIDE INSPECTION SUPERVISION OR ADMINISTRATION OF SKYLIGHTS FROM INSULA-DOME W/ INSULATED SAFETY GLASSME THIS CONSTRUCTION PRbJECT. FEDERAL, STATE TEMPERED OVER TEMPERED AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE Mark Size Description Quantity ti CONTRACTOR. A FWH4180APLR HINGED PATIO DOOR W/ 1 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO FWH2180S SIDELIGHT stained 2 g ` FACILITATE CONSTRUCTION AND SHALL NOT BE B AFFW1201 ARCH WIND/COL. GRILLE, stained 1 PROPOSED SOUTH ELEVATION CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. C 2868 ENTRY DOOR, stained 1 D TW2842 DOUBLE-HUNG WINDOW, painted 5 13. THIS STRUCTURE HAS BEEN DESIGNED IN E A 51 AWNING WINDOW, painted 5 7 ACCORDANCE WITH THE NEW YORK STATE ENERGY F FWH2768AR HINGED PATIO DOOR, painted 1 l 19 CONSERVATION CODE. G FWH2768AL HINGED PATIO DOOR, painted 1 PROPOSED ADDITION TO 1ST FLOOR TO ENLARGE KITCHEN /DEN AREA s 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL H FWH5068APLR HINGED PATIO DOOR, painted 1 PROPOSED ADDITION TO 2ND FLOOR FOR KABAKOV ARCHIVES CHANGES PRIOR TO AND DURING CONSTRUCTION. J match ext'g INSULA DOME SKYLIGHT, white 2 Z 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE K FWG6068L GLIDING PATIO DOOR stained 3 RAISE ROOFS NORTH AND EAST OF MAIN HOUSE TO IMPROVE o DESIGNED AND SPECIFIED BY OTHERS. L C15-P4050-C15 CASEMENT-PICTURE 1 CEILINGS HEIGHTS FOR PROPOSED ARCHIVES (STORAGE) AS WELL AS cc 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND o INSURANCE AND OWNER, NECESSARY TO PROTECT THE ENGINEER DRAWING SCHEDULE FOR BEDROOM #3 ON 2ND FLOOR o N EXTENSION OF 1ST FL. HOME OFFICE - ADDED FLOOR AREA: 81.0 SF WINDOW/DOOR REPLACEMENTS IN LR/DR AREA 4 SQUARE FOOTAGE A-1 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES A-2 EXISTING 1ST FLOOR PLAN (AS-BUILT) DATE: 01/04/2006 A-3 EXISTING 2ND FLOOR PLAN (AS-BUILT) SCALE: NIS EXISTING GROSS FLOOR AREA - 1ST FLOOR - 3173.0 SF A-4 FOUNDATION PLAN BUILDING PERMIT AMENDMENT Y TITLE SHEET EXISTING GROSS FLOOR AREA - 2ND FLOOR - 1072.0 SF A-5.1 PROPOSED 1ST FLOOR PLAN NEW GROSS FLOOR AREA - 1ST FLOOR - 591.0 SF A-6.1 PROPOSED 2ND FLOOR PLAN 3 1 o General Notes NEW GROSS FLOOR AREA - 2ND FLOOR - 1118.0 SF A-7 CROSS SECTION A-A JANUARY 4, 2006 TOTAL HEATED FLOOR AREA - 5955.5 SF A-8 CROSS SECTION B-B o Design Criteria A-9 PROPOSED AND EXISTING STREET ELEVATION (NORTH) EXISTING DECK AREA - 0.0 SF A-10 PROPOSED AND EXISTING BAY ELEVATION (SOUTH) FRANK W. UELLENDAHL, ARCHITECT PO BOX 316 GREENPORT, NEW YORK 11944 � M. NAME NEW DECK /-PORCH AREA - 275.0 SF A-11 PROPOSED WEST ELEVATION og A - 0 EXISTING ACCESSORY BUILDING - 1516.0 SF A-12 CRITICAL PATH - CONNECTORS ®� DwG. NO EXISTING GARAGE - 1110.0 SF A-13 NAILING SCHEDULE - FRAMING NOTES ADDITION Q TO THE 1-2 1/t__ r�� ---- - --- -- 1RfT7 s1) IO n U5 �pnYtmOOOR 1 - --- - ----- wUAiUPoky i I 8•DA SMPR I I w * _ I __ wvosgr sacs.rxlr _ cof�Pal I IIASpRY 51Ev5->x,r a 6 WSW To -- -- _ PROPOSED -------- r PROPOSED -;--- I `- PROPOSED N MASONRY STAIRS ` ; `_ -_ ___ WOOD DECK I MASONRY STAIRS BLUESTONE I I ' I BLUESTONE T1CONCRETE FlLL r I i -_ ___ems ,o I r TICONCRETE FILL ------------ _6 6_BELOW FIN.. wIT Ism __6 BELOW FINFL RESIDENCE " --------- — -- — ---- -- L-------- ro+rt6m m0mam — — —Y8Q16NB __J i— --- ---------------------- I — I — I , I I, , _ - MATTITUCK LEGEND 1 IXISTING PROPOSED VENTED i i 1 IXT G FOUNDATION WALL I ; CRAWL *i ACE i 'T- o i i I, g o CRAWL SPACE 3 i ; ; ® NEW FOUNDATION WALL ; , ARCHITECT I I I I 0 7^ I I III o a WALL ABOVE FRANK UELLENDAHL P.O.BOX316 Iq i GREENPORT, NY 11944 I i i i I ------- -- -------------- (3 t-3/4'LI-_I 8'LVL G�DER--- I I EXISTING I i ~ TEL 631-417 8624 ----- --- ----9MER -- ----- -- CRAWL SPACE �' I I I - I I ' FAX: 631-477 2997 I IEXISTING BASEMENTi j I _----- J jI II ' __ _J I I ' , � OWNER WIDOWS NOT SHOWN , II + I - ; I ILJA k EMIUA KABAKOV 1 (3) 2X6 POST ABOVE1100 PARK AVENUE In I ' I rl 1 ' ANCHORED TO FOUNDATION I ' I MATTITUCK, NY 11952 I ; ; r— ii ; i 3 631-298 6530 4'DIA ' I PREPARE 24'X 24'OPENINGI NEW FOUNDATION/CRAWL SPACEEXISTING ON 2� ', I F� EXACT LOCATION 0 j , I 3//4'SUBFLOOR, NAILED AND GLUED I ; N-MECH. RM. CONCR I DEfERMIED IN THE FlELD , I ?X10 FLOOR JOISTS 0 16'O.C. I , ; /r�IR-19 INSULATIONFULL BASEMENT ; L-- -------------- 2'X6'TREATED SXL ` ---------- 2•CONCRETE OUST COAT ON I I I I I ; I I 6 MIL POLY VAPOR BARRIER ON COMP.GRAVEL I I I I I I , I ---- ------------- I 8 T'1)N WALL ON 11 I'-4 X 6 POU ' RED CONC. FOCI W/KEVY BITUMINOUS COATING I C'' I I I _J I I SLL SEAL I I ~ —r— ----- ,, C== I ' ; TERMITE SHIELD STRENGTH =MOO P9 AT 28 DAY ASTM I 1 C-94 READY MIX CONCRETE. I 1 0 r----------------------- I I I ALL FOOTINGS,FOUNDATIONS,ETC SHALL REST ON UNDSTURBED SOIL. ALL.FOOTINGS AND FOUNDATIONS SHALL BE FORMED. II L-------� I -- - ------------ ---------------- ------------- I -------- ------ ---------------------- - o CRAWL SPACE } I I EXISTINGrr- I ; CRAWL SPACE I ' ; REPAIR EXISTING MASONRY I I FOUNDATION IN CRAWL SPACE I z WHERE NECESSARY I ' I ' I I ' DATE: 01/04/2006 L _J_� SCALE: 1/8" = 1'-0" 3 PROPOSED FOUNDATION PLAN FOUNDATION PLAN s DWG. NAME g A - 4 ®� DWG. NO BUILDING PERMIT # 31435-Z :00 ADDITION 0 Q TO THE E-� J MMaoun•em BE11pi i' X 4WQJ _ f=r xr , PROPOSED 0 lexwH MkW Mr ax MAHAGONY DECK wx 4 A a RESIDENCE POWMATTITUCK DER I HF/OQt s zzm „ HFJOEIt sx,a I x EXISTING BATH FOYER PROPOSED i o 1-- CLG HGT: 8K2" HA�L ® \ DEN /' o ARCHITECT 1 UB ABOVE 4�6 1 o LI oe s; CATHEDRAL CEILING nu dwa ry 9 FRANK UELLENOAHL m P.O.BOX 316 2z12 cEI we das aeovE LAUNDRY „, s��,�,a„ (31 2X6 POST GREENPORT, NY 11944 0 t 2"0. . W B DgNG ROOM - _-_--_ ---- ----------- -C CHORED TO FOUNDATION TEL: 631-477 8624 -� ------------------- FAX: 631-477 2997 spa . _ RE-USE EXT'G SKYLIGHTS wsMu ranvtw IN vO ROOMµ ucHr i OWNER 48'SUB-ZERO CORT J Side-By-Side ILJA EMILIA KABAKOV � L � do r �. ( 2X�'POST TO FOUNDATION Z 1700 PARK AVENUE (3J 2%6 POST MATTITUCK, NY 11952 5 X22 GLUED-LAMINATED BEAM - LENGTH 24'-I" ANN OXRED TO FOUNDATION ----- - —' f�assz,s —' TEL: 631-298 6530 EXT'G CLG HGT: 9'-0" r< ��H�:8-T --T�T-T- 27"WINE COOLER 3 10�erWM sok I Temperoture controlled ON (2) 30" Woll Ovens BEDROOM DP l ITnCHEN u -15 L 4r H CLG HGT: 8'-2" cotte�emoker c. CLOSET PANTRY 39Ss eep inef 4 L f EXISTING 7 c. HOME OFFICE ' 4 2339 NCLG SFGT: 8'-2"to remain EXISTING EXISTING YLn LIVING ROOM DINING ROOM r CLG HGT: 9'-4° CLG HGT: 9'-4° ---- -- L 0 REMOVE EXISTING WINDOW 2X12 CEILING JOISTS ABOVE } Z AND FILL IN 0 16 O.C. W/BRIDaNG HEADER: 2 2X12 Ll © r ° LEGEND e o 0AC ANOFRSEN § EXT'G WALL o t��FJI 01�ROM DSDAMS AND SIM NEW WALL -_ REMOVED WALL EXTERIOR LIGHT Z W DATE: 01/04/2006 1021 SF922'9 SCALE: 1/8° FIRST FLOOR PLAN Y PROPOSED STONE TERRACE = 1 ST FLOOR PLAN NEW GROSS FLOOR AREA - KITCHEN DEN = 510.0 SF NEW GROSS FLOOR AREA - HOME CE = 81.0 SF g N NEW GROSS FLOOR AREA - FIRST FLOOR = 591.0 SF DWG. NAME g A — 5.10 ®�jl DWG. NO BUILDING PERMIT # 31435-Z :Mm ADDITION 0 TO THE � a Wm �r-s,n•,�,� Qp � sa,/r sa,n W ®rw *Aw RESIDENCE T -- (2) ____-- 'I(2) MATTITUCK MODELS E XHI�110NI RENDERINGS MATERIAL CATALOGS ARCHITECTPROPOSED J"L _ "L- L_ JL_ J W KABAKOV 9 FRANK UELLENDAHL IN ARCHIVES I P.O.BOX 316 o GREENPORT, NY 11944 S0 16'0P = _ TEL: 631-417 8624 2m C81 O.C�r R-38I FAX: 631-477 2997 F--�F- �F -�L -JF -J SP Or p p ❑ EEm OWNER L--JL--JL--JL--JL--J ILJA do EMIUA KABAKOV 1700 PARK AVENUE MATTITUCK, NY 11952 4 § 4 -,�___, _ i ------ -yt b § EXISTING_ TEL: 631-298 6530 3 NEAOER ul w/4X'rl/2�EK (2),-3/4l6-I EK KAABAKOV . . . . . . tw STUDIO q I o . 0 y PROPOSED rue BATH IF_jl PROPOSED I _,. ( n� BEDROOM 3 -� CLG.HGT: 7'-10' f ' 1 -- I �I SITYUTM� I I -L�• -- "Ifs- , r-s, Ism J o r1 36FIal RAIAlG - ON ro '71 i® EXISTING EXISTING BATH NEW DORMER a r, y RDM EAYG -M I HALL ,�•-,��' AND REPLACE In PAM D= T0AL10rWSSASPERC0l -----------------�'----- -- a o MASTER BEDROOM LIBRARY 3 ❑ CON T NCH RAW L[AD[R S � ROOF TUMR CE c.7 z CERAW TAES � o m 36'HIGH RAILING CEDAR POST SS LEGEND $S CABLES 4'0.C. ca � o N � p O EXT'G WALL s NEW WALL = REMOVED WALL z w DATE: 01/04/2006 EXTERIOR LIGHT SCALE: 1/8" = 1'-0" �Z SECOND FLOOR PLAN 9 PROPOSED 2ND FLOOR PLAN NEW GROSS FLOOR AREA - 2ND FLOOR = 1118 SF c, DWG. NAME g A - 6.10 ©� DWG. NO BUILDING PERMIT # 31I -Z ADDITION FE ROOF 0 TO THE CONTINUOUS RIDGE VENT w 40 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS FELT " Q FOLLOW MANUFACTORER'S GUIDELINES FOR INSTkLATION:9 IN 120MPH REGION: 6 NAILS PER SHINGLE REQU D 5/8' CDX PLYWOOD SHEATHING 2X8 ROOF RAFTERS 16" O.C. AND 2X12 ROOF RAFTERS 16" O.C. w/ R-38 INSULATION 1'-0' VENTED ROOF OVERHANG � RESIDENCE CEILING AT BEDROOM #3C= MATT TUCK REMOVE EXISTING ROOF ROOF LINE Of EXT'G MAIN HOUSE To REMAINR-38 INSULATION 125 1 1 2"X4" CEILING JOISTS ® 16" O.C. w 3� �06F LINE BEYOND 2 GYPSUM BOARD TO MATCH MAIN &I � / " HURRICANE 1 CUPS EA RAFTER o ARCHITECT RR 20 C.J. xw 38 I _ _ \\ WALL FRANK UELLENDAHL - --- ____ --��\ m P.O.BOX 316 (Z) 2X6 LVL HEAD LINE BEYOND (2) 2X8 HEADER GREENPORT, NY 11944 0 MATCH STUDIO ROOF 2'X6' 16" O.C. TEL: 631-477 8624 i I r== =1� � 5/8 CDX PLYWOOD w FAX: 631-477 2997 a I l i BATH I I 1 1 HOUSE WRAP 1 SKYLIGHT o i \v \ILMNDOWJI II I UNTREATED RED CEDAR SHAKES -11" EXPOSURE OWNER 3 TO MATCH EXISTING o r °° II I o ILJA do EMILIA KABAKOV 7 R-21 INSULATION 1700 PARK AVENUE �oN BEDROOM 3 I I ROOF TERRACE 4 cE1iANX TILE SET IN MUD I 1/2' GYPSUM BOARD MATTITUCK, NY 11952 4 36 lNSO�` � I RUBBER ROOF I (\ 3 TEL: 631-298 6530 p HURRICAN= UPS EA. RAFTER RR ®16 OC wl R ARM SR40T 2X8 f.J. SISTERED W/ EXI G JOISTS, I I -— — —�— 2x12 AIR SPACE — FLOOR AT KITCHEN / DEN / OFFICE (2) 2X6 TOP PLATE I �1 U ( �' 3 2X10 HEADER 5'X22'GLUED-LAM. BEAM 2X6 C.J. 016'O.C. I I MAPLE FLOORING TO MATCH EXISTING VEPoFY EXT'G 2X6I.J. 5'zi1'Glued-Lam Beam Cn I I I 3/4' T&G SUBFLOOR, NAILED & GLUED 2x12 C.J. 0 16'O.C.. 2"X12" FLOOR JOISTS ® 12" & 16' O.C. w/ R-38 INSULAMN 11 I R-19 INSULATION o I (2) 2X12 HEADER 12"X6" ACQ SILL r 4 �I I TERMITE SHIELD `°•� I Wag to be demolished I I SILL SEAL DEN KITCHEN I HOME OMCE 11 LIVING ROOM BEYOND I I I FOUNDATION CRAWL SPACE N � 218 aCo F .0 16 O.C. 2X12 F.J.0 24'& 12'D.C. v/ R-19 INSULATION —-— --—---- A 5�8" ANCHOR BOLTS 4'-0" O.C. Cl- 2z8 F.J. 16°O.C. IJJ 8 MASONRY UNITS FULLY GROUTED � w/ R-19 SULATION BITUMINOUS COATING 5 VENTED Vp�p F I 1 -4 X 8 POURED CONC. FOOTING W/ KEYWAY = a CRAWL SPACE CRAWL SPACE H 2" CONCRETE DUST COAT Z t 1 6 MIL POLY VAPOR BARRIER ON COMP. GRANULAR FILL m EXISTING BASEMENT BEYOND IFj BASEMENT u g CM o g LEGEND =w DATE: 09/02/2005 FOUNDATION NOTES SCALE: 3/,6" - 1'-D• EXT'G CONCRETE WALL g' PROPOSED NEW CONCRETE WALL Exterior wall shall be supported on o CROSS SECTION TO BE DEMOLISHED continuous solid or fully grouted masonry s A—A Continuous poured concrete footings shall DWG. NAME O GYPSUM BOARD WALL SECTION A-A be supported on undisturbed natural soils g A _ y or engineered fill 0j� pyyG No m ' ADDITION 0 TO THE � a WmU W NEW DORMER N 0 ia RESIDENCE ® ® ® ® MATT TUCK W z 0 ARCHITECT _ o FRANK UELLENDAHL P.0.80X 316 GREENPORT, NY 11944 ILL. 631-47 FAX: 631-477 2997 2997 -IHH 4 OWNER J IUA & EMIUA KABAKOV 1700 PARK AVENUE MATTITUCK, NY 11952 3 TEL: 631-298 6530 Y PROPOSED SOUTH ELEVATION AS PER BUILDING PERMIT D q �, : �. NEW DORMER o U 1 � D Cl- � w ® ® ® ® C z 0 0 w o 09/02/2005 SCALE: � SCALE: 1/8" = 1'-0° 3 Q PROPOSED Y o & EXISTING SOUTH ELEVATION DWG. NAME PROPOSED SOUTH ELEVATION 2 ,2 A - 10 ®:� X. NO GENERAL NOTES DESIGN CRITERIA: m ADDITION �1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. a Q TO THE ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS AND DECKS - 40 PSF. BUILDING CODE, AND THE NEW YORK STATE ENERGY SLEEPING AREA - 30 PSF. CONSERVATION CODE, AND LOCAL AUTHORITIES. / WIND SPEED - 120 MPH y� ` JCn 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B v MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE 3. ALL LUMBER SHALL BE GRA E STAMPED DOUGLAS FIR- FROST LINE DEPTH - 36" LARCH STRUCTURAL GRADE 2 OR BETTER. TERMITE - MODERATE TO HEAVY DECAY - SLIGHT 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL ICE SHIELD UNDERLAYMENT REQUIRED - YES TINS, ECEASNTENPARALLELPAARTIO FLOOR Ob ODRAWING DESIGN IN ACCORDANCE WITH AMERICAN FOREST 11E RESIDENCE 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND PRODUCTS WOOD FRAME CONSTRUCTION MANUAL MATTITUCK FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD oo 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE a o� VERIFIED BY CONTRACTORS) PRIOR TO START OF W CONSTRUCTION AND ORDERING OF MATERIALS. THIS WINDBORNE BEEARINGIOCAPACIY OFEININOD 2)GTSF AND GRADESL DEBRIS PROTECTION SCHEDULE o ARCHITECT LESS THAN 5%. CONTRACT R SHALL VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH EXISTING NORTH ELEVATION L FRANK UE P.O LEN LEN 316DAHL m CONCRETE SLABS TO BE COMPACTED TO 95% PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS RELATIVE DENSITY. R GREENPORT, NY 11944 OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS, � 8624 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER FAX: 631-477 2997 SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER THE GLAZED OPENINGS OF THE PROPOSED EXTENSION BY TRIPLE UPRIGHTS. ALL HEADERS TO BE MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. OWNER 8. PROVIDE FIRESTOPPING AT ALL LEVEL / / ILJA & EMIUA KABAKOV PENETRATIONS WINDOW SCHEDULE �\ ' 1700 PARK AVENUE 1952 9. PROVIDE FLASHING AT ALL ROOF BREAKS, U = MTE.TUCK, NY 16530 CHIMNEYS SKYLIGHTS, EXTERIOR DOORS, WINDOWS ALL WINDOWS ARE ANDERSEN PRODUCTS WITH INSULATED 3 TEL 631-29. 65. AND DECKS ETC.. LOW-E GLASS AND WEATHERSTRIPPING. 10. DO NOT SCALE DRAWINGS. SCREENS TO BE PROVIDED FOR ALL WINDOW DOOR OPENINGS a WINDOWS AND DOORS TO HAVE WHITE METR HARDWARE 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- COLOR: WHITE, PREFINISHED, EXCEPT KITCHEN PATIO DOORS 2 y ENGINEER ARE NOT RESPONSIBLE FOR THE TO BE STAINED ON THE INSIDE INSPECTION SUPERVISION OR ADMINISTRATION OF SKYLIGHTS FROM INSULA-DOME W/ INSULATED SAFETY GLASS ,; Q THIS CONSTRUCTION PRbJECT. FEDERAL STATE TEMPERED OVER TEMPERED AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE ��tuuuu �� W CONTRACTOR. Mark Size Description Quantity 00 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO A FWH4180APLR HINGED PATIO DOOR W/ 1 FACILITATE CONSTRUCTION AND SHALL NOT BE FWH2180S SIDELIGHT 2 q} OWNER UED AS A CONTRACT BETWEEN BUILDER AND B AFFW1201 ARCH WINDOW W/ COL. GRILLE 1 NORTH ELEVATION C 2868 ENTRY DOOR 1 PROPOSED 13. THIS STRUCTURE HAS BEEN DESIGNED IN D TW2842 DOUBLE-HUNG WINDOW 5 ACCORDANCE WITH THE NEW YORK STATE ENERGY E A 51 AWNING WINDOW 4 CONSERVATION CODE. F A 251 AWNING WINDOW 1 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL G CW 145 R CASEMENT WINDOW 2 s y 2 ® W CHANGES PRIOR TO AND DURING CONSTRUCTION. H FWH5068APLR HINGED PATIO DOOR 1 PROPOSED ADDITION TO 1ST FLOOR TO ENLARGE KITCHEN /DEN AREA 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE J 30 X 60 INSULA DOME SKYLIGHT 4 PROPOSED ADDITION TO 2ND FLOOR FOR KABAKOV ARCHIVES DESIGNED AND SPECIFIED BY OTHERS. m 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND P o INSURANCE NECESSARY TO PROTECT THE ENGINEER DRAWING SCHEDULE RAISE ROOFS NORTH AND EAST OF MAIN HOUSE TO IMPROVE o N AND OWNER. CEILINGS HEIGHTS FOR PROPOSED ARCHIVES (STORAGE) AS WELL AS = A-1 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES FOR BEDROOM #3 ON 2ND FLOOR @ o SQUARE FOOTAGE A-2 EXISTING 1ST FLOOR PLAN (AS-BUILT) A-3 EXISTING 2ND FLOOR PLAN (AS-BUILT) W DATE: 09/02/2005 A-4 FOUNDATION PLAN o SCALE: N.T.S EXISTING GROSS FLOOR AREA - 1ST FLOOR - 3173 SF A-5 PROPOSED 1ST FLOOR PLAN TITLE SHEET BUILDING PERMIT APPLICATION EXISTING GROSS FLOOR AREA - 2ND FLOOR - 1072 SF A-6 PROPOSED 2ND FLOOR PLAN Y NEW GROSS FLOOR AREA - 1ST FLOOR - 510 SF A-7 CROSS SECTION A-A 9C General Notes NEW GROSS FLOOR AREA - 2ND FLOOR - 1118 SF A-8 CROSS SECTION B-B SEPTEMBER 2, 2005 TOTAL HEATED FLOOR AREA - 5873 SF A-9 PROPOSED AND EXISTING STREET ELEVATION (NORTH) N Design Criteria A-10 PROPOSED AND EXISTING BAY ELEVATION (SOUTH) EXISTING DECK AREA - � W. NAME 0 SF A-11 PROPOSED WEST ELEVATION FRANK W. UELLENDAHL, ARCHITECT PO BOX 316 GREENPORT, NEW YORK 11944 g NEW DECK / PORCH AREA - 275 SF A-12 CRITICAL PATH - CONNECTORS g� A _ EXISTING ACCESSORY BUILDING - 1516 SF A-13 NAILING SCHEDULE - FRAMING NOTES EXISTING GARAGE - 1110 SF ®� W. NO PARS ,AVENUE "SOUTH ROAD 1 162.50' N 86'5700 _ S.R F GRANITE SRF. FE \ ,AN MO 628.00' 0.2' 0 S `1 r ,Y I O 6 Z 0 M r O FE ` 0 gl by a n 290 �N b LA 30 0. 0. N A9 �1 0 49618 25.9 P ONIC SU VEY RS, '0. , .s (516) 765 — 5 20 'y 1'iig6 P. 0. BOX 909 ga rn°ro99e nOf ys.R.F a r 1 1230 TRAVELER STREET gd-3 7 SOUTHOLD, N:Y. 11971 isa zlone NOTE, LOT NUMBERS REFER TO MAP KNOWN AS ¢ PLAN OF MARRATOOKA PARK, BAY LOTS AND BUNGALOW SITES" FILED IN THE SUFFOLK COUNTY / CLERK'S OFFICE ON NOV. 1, 1905 AS MAP NO. 450 LA N bnck 18.3' 001 23 8' 0 1 ST FLOOR ADDITION r'� N 21 319131 C� 2ND FLOOR ALTERATION / 8 1' � � 1 do 2 sty. (r. hse. 5q�-► 1 1�II I, AREA = 103,058 sq. ft. 1 or 2.3659 ac lop of bonh 1000- 123—OB-05 wood bulkhead SCALE: 1 " = 40' w�� woOd bu�kh ad r deck DECEMBER 8, 1998 86.40'20" W 15s.77' ANY ALTERATION OR ADDIT0N TO THIS SURVEY IS A VIOLATION y,00 jetties OF SECTION 7209 OF THE 'tEW YORK STATE EDUCATION LAW. M H w M. ALONG BULKHEAD EXCEPT AS PER SECTION 7'09--SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR GREAT PECONIC WHOSE SIGNATURE APPEARS HEREON. S UR VE Y OF P..R O PE..R T Y A T MA TTITUCK TOWN OF S 0 UTH_ OLD SUFFOLK COUNT)T N. Y. ©COPYRIGHT 2005 FRANK W. UELLENDAHL, R.A. �THEfi ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW.ALL PLANSOF FRANK W. UELLENOAHL R.A. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENCED EXCLUSIVELY TO THE BUYER. lin n IUBAKOV �-o ] r—rl C� y. C N p -.4 cm n C Cz g O En 1.0 N12,C, 09 02 2005 BUILDING PERMIT APPLICA110 fit" o N m `� o M rr z 1 ADDITION 0 O TO THE 75 c y J Irfa 1n• n'a In' � 17-7 1/4' � 7Ya I/r 9'-S Y-71/Y f-P Z4 S-T 4• le-7 J +'� f1 �1< � b b ,ZW - U cn W 4 g RESIDENCE 0 ° BATH FOYER " � MATTITU C K § CLG HGT.8-2 K W z 4u 0 o ARCHITECT El FRANK UELLENDAHL I i m P.O.BOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 BATH FAX: 631-477 2997 BREAKFAST NOOK OWNER _—____— STUDIO § ILJA & EMILIA KABAKOV - CLG HGT: 9'-0° _____ ai +__ __ CATHEDRAL CEILING 1700 PARK AVENUE y i MATITTUCK, NY 11952 KITCHEN 3 TEL 631-298 6530 y 20 SF BEDROOM 2 UP CLG HGT: 8'-2" i Y 0 CLG HGT:8'-2' 00 i o CLOSET --- � -- -J U l �c } —1 - OFFICE I CLG HGT:8'-2- r LIVING ROOM DINING ROOM z62 SFIS CLG HGT:9'-4' CLG HGT: 9'-4° a o � U m O N G] Z N � O 1021 SF 922 SF -18 SF z� o EXISTING GROSS FLOOR AREA - 1ST FLOOR = 3173 SF o W DATE: 09/02/2005 d SCALE: 1/4" = 1'-0° • �z 0 34 AS-BUILT DWG 0 1 ST FLOOR PLAN o� N to ES c, DWG. NAME �g o� A - 2 ®i4 DWG. NO W ADDITION o TO THE tcR 1J XJ W OZ W N W RESIDENCE MATTITUCK �2 TTIC L_-JL--JL--JL--JL--J A o IFZ,$rC o ARCHITECT DN 5 FRANK UELLENDAHL m P.O.BOX 316 o GREENPORi, NY 11944 F---ir---iF---ir--ir--, is TEL: 631-477 8624 aE FAX: 631-477 2997 L—_JL--JL__JL__JL__J OWNER STOLE --------------- ------- ILJA & EMILIA KABAKOV i ARTIST 1700 PARK AVENUE TED NOT H MATTITUCK, NY 11952 STUDIO TEL 631-298 6530 ATTIC NOT HEATED Li LJ OPEN TO BELOW SKYLIGHTS DN BEDROOM 3 E �, 0 ----------- / o L-------- IL------- - DN le�llr C_ 150 SF �. HALL BATH Y` REMOVE EXT'G DOUBLE-HUNG AND REPLACE WITH CASEMENT TO ALLOW EGRESS AS PER CODE1-111-11-1-111-1 itl tnTnTnTnintnTnTntHtHTnTnTHTHtHI----------------------- -- . d ❑ i � O a a ❑ MASTER BEDROOM LIBRARY ----------------------- ------ ---- ---------- o SLOPED CEILING OF DORMER 0 o G N � O rn O EXISTING GROSS FLOOR AREA, HEATED - 2ND FLOOR = 1072 SF �o 922 SF a DATE: 09/02/2005 SCALE: 1/8" = 1'4 5g_y li-5 lit 7Ja I/7 ,� 3 x AS-BUILT DWG 0 2ND FLOOR PLAN o� DWG. NAME g A ®� DWG. NO 8'DIA SONATUBE CONCRETE PIER LEGEND w � ADDITION TRT'D (2) 2XIO 0 TO THE AROUND PORCH o �.e NIT s'-s' EXT'G FOUNDATION WALL ' NEW FOUNDATION WALL V / WALL ABOVE PROPOSED e c • w r � TERRACE �N (V I L - - --- -----_ -� o � 275 SF CEDAR DECK o 6'-2' 1/2'EXP. JOINT 6'0' � 6'-0� - ,0'_6 -23'-,0' RESIDENCE VENT 16X8 � 12'-4' �8'., 1/2' EXP. JOINT L VENT 16XB VEN-- T 16X8 MATT TUC -- ; --- -- - TRUT-02X10HOa - - -- -- - �1 II ---- -� I _ - _---, - , , , , 11 -- ----- - -- -------- -- - ------- -� II Z II I11 w Z I cn II o I II o I I ��J III m co Z ARCHITECT I N m 13 1 Ln o i 1 W ili 0 3 PROPOSED VENTED i P.O.BOX 316 I ,- FRANK UELLENDAHL ck: m i o vo c i l i a 0 o C RAW L SPACE O> o I GREENPORT, NY 11944 TEL: 631-477 8624 I i XC-4 Z it N �- m FAX: 631-477 2997 j n= III CD C3 OWNER I f oo III o EXISTING — — —— — ILJA do EMILIA KABAKOV —i I ' 1700 PARK AVENUE X ' - - CRAWL SPACE MATTITUCK, NY 11952 TEL: 631-298 6530 11 I r�� II II PREPARE 24 X 24 OPENING 11 FOR ACCESS TO CRAWL SPACE II II it II EXACT LOCATION TO BE ; EXISTING BASEMENT Li DETERMINED IN THE FIELD I WINDOWS NOT SHOWN E E144 II 11 II I (3) 2X6 POST ABOVE fl F- -I ------ I ' ANCHORED TO FOUNDATION ' M �+ L- II II TRT'D 6X6 POST II 12" DIA SONATUBE NEW FOUNDATION/CRAWL SPACE CONCRETE PIER ON 2'-0" X 2'-0" X 1'-0" 3/4" SUBFLOOR, NAILED AND GLUED CONC. FOOTING ' '' 2 10 FLOOR JOISTS � 16 O.C. � R-19 INSULATIONcl- i I I I 2"X6" TREATED SILL i II I 2" CONCRETE DUST COAT ON 9 II I 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL 8" POURED CONCRETE FOUNDATION WALL ON Z 1'-4' X 8" POURED CONC. FOOT'G W/ KEYWAY ZD I I I I I 1/2' PARCHING W/ BITUMINOUS COATINGcm SILL SEAL TERMITE SHIELD o 0 UP II N o II STRENGTH = 3000 PSI AT 28 DAY ASTMLi g o C-94 READY MIX CONCRETE. ALL FOOTINGS, FOUNDATIONS, ETC SHALL DATE: 09/02/2005 REST ON UNDISTURBED SOIL. L N SCALE: 3/16" = 1'-0' ALL FOOTINGS AND FOUNDATIONS SHALL BE =o 1 1 FORMED. x PROPOSED Io FOUNDATION PLAN S W. NAME FOUNDATION PLANg A - 4 ®ig DWG. NO ELECTRICAL LEGEND LEGEND ADDITION Qp DUPo RECEPFNGE OUTLET $D DIMMER SNITCH OADRAPLEX RECEPTACLE OUTLET ° TELEPHONE O TO THE EXT'G WALL 0 (Vp WATER PROOF RECEPTACLE OUTLET ® TElE41SION OGFI CTOUND FAULT INrouPrOR OUTLET S D COMBINED SMOKE&CO-2 DETECTOR ® NEW WALL Ig HIGH HAT Rxw SURFACE MONIED CEILING FAN X __-_ x -_ -_ REMOVED WALL SURFACE MOUNTED CEILING FIXTURE FLOOR RECEPTACLE OUTLET z SURFACE MOUNTED wau FIXTURE w,'TERI FLU LIGHTEXTERIOR LIGHT SNTCU ® EXHAUST FAI/UGHT 5'-8• 4'-0• 23-i PROPOSED a NEW GROSS FLOOR AREA - 1ST FLOOR = 510 SF ZERRAC75 SF o R DECK RESIDENCE 3'-3,/2 2-,D 1/2• MATTITUCK V D Cl - _ A B ARCH D WI -, ,-------------- ARCHITECT I-T \ '' \ �' I zi FRANK UELLENDAHL I HEADER: (3) 2X10 HEADER: (3) 2X10 I 1 I Z m P.0.60X 316 EXISTING 4' S-0• 4 \ f O GREENPORT, NY 11944 TEL: 631-477 8624 4�� I FOYER \\ PROPOSED �� _ FAX: 631-477 2997 BATH CLG HGT: 8'-2" LAUNDRY o I I z w HALL - DEN FLOOR � p OWNER HW© © CATHEDRAL CEILING I b ILJA do EMIUA KABAKOV i I C 1700 PARK AVENUE D C2 I I V MATTITUCK, NY 11952 s N I s _ �I 3 TEL: 631-298 6530 I 2X12 CEILING JOISTS ABOVE WALL i0 BE REMOVED i 0 12" O.C. W� BRIDGING sKYL9rs A I ® \ 23'-3' i II I I I Tyl_4• I 1 I INSTALL PRIVACY SCREEN I N I I t w U F AND EXHAUST FAN LIGHT o I I I I ( I I I I IN PONDER ROOM _______ EXT I 9 -HAiH I I I I n I I Q I I 0 1 II I QF I I F 1 '< ° L JL--J I L- -JL-- J ,`�° i `�' (� 2X6 POST TO FOUNDATION 4 (3) 2X6 POST i 5 X22 GLUED-LAMINgTED BEAM - LENGTH 24-1 ANCHORED TO FOUNDATION _ ———— --L===80T1ER�E03S — 2 CLG HGT: 9'-0" EXT'G CLG HGT: 9'-0" r - En �� EXISTING TO FULL BASEMENT -1032E DN KABAKOV DN I �VENTED HOOD 3'-8• 2� STUDIO 3 3'-' 2'-6• a o = a EXISTING UP , 3r 'fIArwurlrN BEDROOM HW FLOOR �' I "—, CLG HGT: 8'-2" J S CONT. UNDER COUNTER LIGHTING CLOSET a I'-8• � �O El EXISTING DATE: 09/02/2005 OFFICE _ SCALE: 3/16" = i' PROPOSED CLG HGT: 8'-2" P 1 ST FLOOR PLAN EXISTING EXISTING a� _ DWG. NAME LIVING ROOM DINING ROOM 2= CLG HGT: 9 -4" CLG HGT: 9 -4 � A - 5 � ®i� DWG. NO ELECTRICAL LEGEND LEGEND 4) DUPEX RECEPTACLE OUTLET DIMMER SWITCH ADDITION + RECEPTACLE«,TL,1 EXT'G WALL TO THE 4)Ap WATER PROOF RECEPTACLE OUTLET ® TELEVISION -' (OGFI GROUND FAULT INT RRUPTOR OUTLET FS7-DYI COMBINED SMOKE&CO-2 DETECTOR NEW WALL HIGH HAT FIXTURE SURFACE MOUNTED CEILING FAN - --—— � X - REMOVED WALL SURFACE MOUNTED COUNG FIXTURE FLOOR RECEPTACLE OUTLET - --——- z m SURFACE MOUNTED WAIL FIXTURE ExrETnoR SOFT EXTERIOR LIGHT WAIL MOUNTED FLOW LIGHT N SWfICN ® EXHAUST FAN/UGHT a NEW GROSS FLOOR AREA - 2ND FLOOR = 1118 SF 10'-31/2•ADDITION RESIDENCE 5'b i p. 8'-9 8'-9' 5'-6 1/1' 0 Ei fqn w/ window below D ❑ MATTITUCK DER (2) 2X8 L——————J HEADER I(2) 2X8 L J HEADER(2) 2X8L r7�- 28--711/4' (— FS 1 I I IN z ARCHITECT I MODELS 1 i i EXHIBITION C i o FRANK UELLENDAHL RENDERINGS I I MATERIAL I� I P.O.BOX 316 Q v I I I I I GREENPORT, NY 11944 I I I CATALOGS I 52 FAX: 631-477 2997 Z PROPOSED I x i z 1 II II f OWNER rD © Iw KABAKOVLIA KABAKOV ju I� ARCHIVES I g IN ILJA1dc00E MI AVENUE I S D 4 I z MATTITUCK, NY 11952 w w 0 2X8 ROOF RAFTERS 0 16 O.C. 2X8 RO RAFTERS ® 16' O.C. jo 3 TEL: 631-298 6530 2X6 C.J. 16" O.C. w/ R-38 INSULATICN 2X6 C.J. ® If O.C. w/ R-38 INSULATION I I \ DN m L——JL——JL -- �n4 6 13'_• XII13'-7 3/4' ( 9'-9 1/2' 411 6 / 11 1 I E Kf.f.VENT I LE 1 420 42' EXISTING N D HEADER (2) 1-3/4'X5-1/2'I.VL -3/4"X5-1/2 LVL ————— I'-6' I'-8 3'-0' KABAKOV DRAWERS STUDIO cl— cS RIDGE D �- ss PROPOSED PROPOSED Q — 22-7 3y4' 1'-1 1/2BATH I W.If 3'-5' - • m BEDROOM 3 CLOSET RIDGE CLG.HGT: ' ' CIA z o U a I I I 0 I o I I I I RIDGE —— —— ———— — G I DN 2'-11' I 9'-9• / o S D S D IUo Z DATE: 09/02/2005 REMOVE EXT'G DOUBLE-HUNGI , EXISTING EXI BATH NEW DORMER I w SCALE: 3/16" = 1'-0' AND REPLACE WITH CASEMENTI I HALL I TO AVOW EGRESS AS PER C DE I � ---"`---'_----i � PROPOSED 0 36"HIGH - - ----- -- -- -- ---- - --- -- -- ALUMINUM i NG cl� 2ND FLOOR PLAN SS CABLE 4"]NG. 1 DWG. NAME EXISTING EXISTING g A - 6 MASTER BEDROOM LIBRARY BALCONY EXISTING WALL BELOW ©�O DWG. NO �' FI FTL� 14'-31/2• A ADDITION Q TO THE ROOF J CONTINUOUS RIDGE VENT 40 YR ARCHI GRADE ROOF SHINGLE ON 15 LBS FELT FOLLOW MANUFACTORER'S GUIDELINES FOR INSTALLATION:o IN 120MPH REGION: 6 NAILS PER SHINGLE REQU'D 5/8" CDX PLYWOOD SHEATHING N 2X8 ROOF RAFTERS 16" O.C. AND 2X12 ROOF RAFTERS 16" O.C. w/ R-38 INSULATION 1'-0" VENTED ROOF OVERHANG � RESIDENCE REMOVE EXISTING ROOF CEILING AT BEDROOM #3 MATTITUCK ROOF LINE OF EXT'G MAIN HOUSE 7 �% —TO REMAIN R-38 INSULATION 12 LINE BEYOND D r 2"X4" CEILING JOISTS ® 16" O.C. �� ® OC TO MATCH MAIN ROdFI 112' ' GYPSUM BOARD HURRICANE CUPS EA RAFTER ARCHITECT 20 C.J.\16 xw 38 IN I 5 FRANK UELLENDAHL - ---- -- -- >�_ WALL ?3 P.O.BOX 316 (2) 2X6 LVL H �\/ F LINE BEYOND (2) 2X8 HEADER o GREENORT, NY 631-477 4 1194 oMA4TCH STUDO ROOF 2"X6" 16" O.C. TEL 1 I r= �� 5/8" CDX PLYWOOD FAX: 631-477 2997 q % I I II BATH II 11 I HOUSE WRAP 12 SKYLIGHT �� r;\ L I. I�NOO �I I I UNTREATED RED CEDAR SHAKES -11" EXPOSURE OWNER 3 o I J i I TO' MATCH EXISTING ILJA do EMILIA KABAKOV _ I I� — u R-21 INSULATION Z 1700 PARK AVENUE BEDROOM 3 I I I �� 1/2" GYPSUM BOARD MATTITUCK, NY 11952 ,µ5U1A i LIBRARY BEYOND HURRICANE CUPS EA RAFTER ® 16 Q.C.wl ARDA 9(MCHT 2X8 F.J. SISTERED w/ EXT'G JOISTS OTS I —I L we TEL: 631-298 6530 Y — ------- --- - -----� --- FLOOR AT KITCHEN / DEN �3; 2X6 TOP HEADER PLATE 5'X22"GLUED-LAM. BEAM EXT G 2X6 F.J. I I SELECT RED OAK FLOORING TO MATCH EXISTING .U <<Z j 3/4' T&G SUBFLOOR, NAILED & GLUED i I 2"X12" FLOOR JOISTS 0 12" & 16" O.C. = n I R-19 INSULATION r -� I 2"X6" ACQ SILL I TERMITE SHIELD I I SILL SEAL DEN KITCHEN i LIVING ROOM BEYOND I I FOUNDATION CRAWL SPACE � 2X8 ACQ F.J.0 16'Q.C. 2X12 F.J.®24"h 12'O.C. w/ R-19 INSULATION o - - =a 5/8' ANCHOR BOLTS 4'-0" O.C. 8 8" POURED CONCRETE WALLS - VENTED U BITUMINOUS COATING 3 CRAWL SPACE V-4" X 8" POURED CONC. FOOTING W/ KEYWAY H 2" CONCRETE DUST COAT 6 MIL POLY VAPOR BARRIER ON COMP. GRANULAR FILL EXISTING t2/2'a-r_-- - -- - - -- - - ---- - cm BASEMENT BASEMENT BEYOND I o o -- - - - -- ---- - ----- 2 N �� O DATE: 09/02/2005 LEGEND FOUNDATION NOTES SCALE: 3/16' = 1'-D' Y PROPOSED 0 EXT'G CONCRETE WALL Exterior wall shall be supported on CROSS SECTION continuous solid or fully grouted masonry sN A—A -i - NEW CONCRETE WALL Continuous poured concrete footings shall DWG. NAME 0 GYPSUM BOARD WALL SECTION A-A be supported on undisturbed natural soils g A y or engineered fill gig X. NO co :00 ADDITION 0 Q TO THE Q N N a W RIDGE STRAPS ALL ROOF RAFTERS RESIDENCE (2) 1-3/0 11-7/8"LVL RIDGE BEAM MATTITUCK V i 2 VENTED HU RICANE CUPS EA. RAFTER ARCHITECT POS_ T A TTIC HANGER (2) 2X8 HEADER FRANK UELLENDAHL P.O.BOX 316 2X8 R.R. 0 16'O.0 o GREENPORT, NY 11944 2X6 C.J. 0 16'O.0 R-38 INSULATION TEL: 631-471 8624 __ FAX: 631-477 2997 ( 2X6 TOP:2 F__� F__� 17' II II a II OWNER II II II II II II � 0 0 0 II II II II II II ILJA & EMILIA KABAKOV PROPOSED 1700 PARK AVENUE II II II II II II L ——J L —=J ARCHIVESL -_A MATTITUCK, NY 11952 2X6 WALL STUDS w/R-21 INSULATION TEL: 631-298 6530 DBL2XI2 FRAMING AROUND SKYLIGHTS -- -- - - - - -- - - - ---- ------ - -- -- ------ 2X12 R.R. 0 16' O.C. w/ R-38 INSULATION NEW 2X12 F.J. 0 12"O.C. w/BRIDGING o Q a EXT'G 2X8 C.J. SISTERED w/ NEW 2X12 F.J. U F EXISTING PROPOSED PROPOSED EXISTING EXISTING KABAKOV STUDIO KITCHEN/DEN EXTENSION HALL UTILITY RM VESTIBULE BEDROOMIL2 1I L —=J 2 0 2X12 F.J.0 24"D.C. w/R-19 INSULATKN (� 2X12 F.J.O 12'O.C. w/R-19 INSULATION VENTED 5'X11'GLUED-LAMINATED BEAM S j 10'-i'SPAN CRAWL SPACE EXISTING ----------------i i-- --- -- ---- ----- -- ------- BASEMENT N EXT'G BASEMENT BEYOND o -------- - �� ----- ------ ---- ------- �w Z DATE: 09/02/2005 LEGEND �� SCALE: 3/16" _ ,'-0' Y< PROPOSED EXT'G CONCRETE WALL CROSS SECTION NEW CONCRETE WALL SECTION B-B gN B-B 0 DWG. NAME GYPSUM BOARD WALL A ®jO W. NO ADDITION TO E XJ W ZO W U a El ❑ ❑ g RESIDENCE 0 _ MATTITUCK w z ARCHITECT 0 9 FRANK UELLENDAHL P.0.80X 316 211111111 GREENPORT, NY 11944 TEL 631-477 8624 FAX: 631-477 2997 iF OWNER o ILJA do EMILIA KABAKOV 1700 PARK AVENUE MATnTUCK, NY 11952 3 TEL 631-298 6530 Y EXISTING NORTH ELEVATION E o � 0 ,2 a W z WE ❑ ■w WLI of Fn ❑ ❑ I ll o I z o W N Z N � O --- -- - - - - -- O �W O Z DATE: 09/02/2005 SCALE: 1/8" = V-0' nn Y a PROPOSED & EXISTING „ NORTH ELEVATION DWG. NAME A PROPOSED NORTH ELEVATION ® DWG. NO - 9 ADDITION 0 0 TO THE Q W m O RESIDENCE MATTITUCK z ARCHITECT 0 9 FRANK UEUFNDAHL P.O.BOX 316 a GREENPORT, NY 11944 = TEL• 631-477 8624 W FAX: 631-477 2997 OWNER a ILJA & EMIUA KABAKOV 1700 PARK AVENUE MAMTUCK, NY 11952 Y TEL: 631-298 6530 EXISTING SOUTH ELEVATION R wU c W w 2 o NEW DORMER C) CD ® ® ® ® o cm � m ® 0 o W C O Z N � O JcD Z W DATE: 1 " 2005 � SCALE: i/8/8 = 1'-0° Y PROPOSED o & EXISTING o SOUTH ELEVATION M. NAME A - �o PROPOSED SOUTH ELEVATION ® DWG. NO LEGEND ADOITTOE Q 0 EXISTING STRUCTURE ® ADDITION I / o m U U_ d w 0 RESIDENCE MATTITUCK U N WZ O PROPOSED 2ND FLOOR ADDITION EXT'G z ARCHITECT a FRANK UELLENDAHL m P.0.80X 316 GREENPORT, NY 11944 TEL 631-477 8624 FAX: 631-477 2997 W i _ OWNER IUA do EMILIA KABAKOV oz 1700 PARK AVENUE W MATTITUCK, NY 11952 o ,r, TEL: 631-298 6530 o q o LAJ CD o -- -v -- W ►� x � m W a � O L-- --- ---— - - ---- - - ---- ----- — —— ———— — —— — ———— — � a DATE: 09/02/2005 w SCALE: 3/16' = i'-O' =Z OPSE 0 WEST ELEVATION WEST PR ON I g� DWG. NAME S A - it ®Q1 DWG. NO ADDITION Q TO THE Na J 1 D°<8.< 45° PROVIDE Sd NAILS ® 4" O.C. AT PERIMETER INTERIOR o m PORTIONS OF PANELS IN HIGH PRESSURE ZONES. Z cn NOTE a = 4 FT. IN ALL CASES o a GABLE ROOFS N 1&<0< 4!? RESIDENCE 0 COMPONENT AND CLADDING MATTITUCK PRESSURE ZONES W FS z ARCHITECT 0 9 FRANK UELLENDAHL c P.O.BOX 316 a GREENPORT, NY 11944 RIDGE STRAP - ALL ROOF RAFTERS TEL 631-477 8624 10 - Bd COMMON NAILS IN EACH ENO FAX: 631-477 2997 OF 1-1/4" 20 GAGE STRAP x RIDGE TENSION STRAP CONNECTION REQUIREMENT OWNER ::t: ICE SHIELD UNDERLAYMENT J WFCM TABLE 3.4 REQUIRED - 24" FROM EDGE o ILJA 7 EMILIA KABAKOV VENU 10-8d COMMON NAILS IN EACH END OF CURRICAN -- 1700 PARK AVENUE P MATTITUCK, NY 11952 x ALTERNATE POSITION OF TYPICAL. � 1-1/4' X 20 GAGE STRAP HURRICANE CLIP 3 TEL 631-298 6530 RAFTER TO TOP PLATE Bd COMMON NAILS,(3TOENAIUED) REWIRED IN EACH RAFTER AN O TOP PLATE1� 1� 1� G D ROOF RAFTER CONNECTION REQUIREMENTS G 7 DOUBLE TOP WFCM TABLE 3.3 PLATE -.. - 1-1/4" 20 GAGE STRAP 2 x 6 016" O.C. PROVIDE 8d COMMON O JACK POST CONNECTOR UPLIFT LOAD: 826 LBS STuos NAILS O 4" O.C. AT w/ 7 - 8d NAILS CONNECTOR LATERAL LOAD: 339 LBS EXTERIOR EDGE OF ALL II EACH END - TYP. RAFTER TO STUD. - SHEATHING. CONNECTOR SHEAR IN: 280 LBS TYPICAL ALL RAFTERS 7 - 8d NAILS EACH END • ' OF 1-1/4" 20 GAGE STRAP • - 1-1/4" 20 GAGE STRAP W RAFTER / CEILING JOIST TO TOP PLATE 2ND FLOOR 7 - 8d NAILS YP. D.G. APA RATED PLYWOOD TO 20 GAGE STRAP W{ EACH END - TYP. O 1 LATERAL AND SHEAR CONNECTION ADDITION 7 - 8 EXTEND TO TOP OF TOP 7 d NAILS O EACH 15 .FL. PLATE. STUD - EACH END - TYP. o WFCM TABLE 3.3 A - (PRESCRIRVE ALT. TO TABLE 3.3) - 8 FT WALL HEIGHT ARCHIVES c MAX. 48" O.C. ) Z 3-8d COMMON NAILS (TOENAILED) REQUIRED IN EACH RAFTER AND TOP PLATE -j 0 PLYWOOD SHEATHING 9 TO 0 UPLIFT STRAP CONNECTION REQUIREMENT BEANR TOP LAP BOX TTOM. w ROOF TO WALL 2 x 4 W6" O.C. STUDS WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 16 FT ROOF SPAN VERIFY IN THE FIELD 7-8d COMMON NAILS IN EACH END OF c' 1-1/4" X 20 GAGE STRAP 0 EXT'G d o UPLIFT STRAP CONNECTION REQUIREMENT 1 ST FLOOR WALL TO WALL WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 16 FT ROOF SPAN 7-8d COMMON NAILS IN EACH END OF DATE: 09/02/2005 1-1/4" X 20 GAGE STRAP o o _ SCALE: N.T.S EXT'G CRITICAL PATH BASEMENT 0 ;: � '" o f �$ ' -m CONNECTORS SECTION ELEVATION g 2ND FL. ADDITION s a DWG. NAME CONNECTION REQUIREMENTS HOLD DOWN + SHEAR CONNECTION CRITICAL PATH g A - 12 ®� DWG. NO ADDITION CONNECTION REQUIREMENTS o Q TO THE SEE NAUNG SCHEDULE DWG A-14 AND DESIGN CRITERIA DWG A-1 w m ROOF RAFTER CONNECTION REQUIREMENTS a WFCM TABLE 3.3 - 20 ROOF SPAN, 16 SPACING, MEAN ROOF HEIGHT -13 Z m W CONNECTOR UPLIFT LOAD: 626 PLF ALTERNATE POSITION OF CONNECTOR LATERAL LOAD: 339 PLF N HURRICANE CLIP USE HURRICANE CLIP CONNECTOR SHEAR LOAD: 280 PLF SIMPSON H3 TYPICAL. W RAFTER TO TOP PLATE o RESIDENCE ICE SHIELD UNDERLAYMENT LATERAL AND SHEAR CONNECTION Ei MATT TUCK REQUIRED — 24" FROM EDGE WFCM TABLE 3.3 A - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 10 FT WALL HEIGH RAFTER TO TOP PLATE 4-8d COMMON NAILS (TOENAILED) REQUIRED 125 3-8d COMMON NAILS(TOENAILED) REQUIRED IN EA. IN EACH RAFTER AND TOP PLATE RAFTER AND TOP PLATE J ARCHITECT SIMPSON H2 HURRICANE UPLIFT STRAP CONNECTION REQUIREMENT o CLIP NAILED. FROM PROVIDE 8d COMMON ROOF TO WALL 9 FRANK UELLENDAHL RAFTER TO STUD. - NAILS @ 4" O.C. AT 9 P.O.BOX 316 TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 20 FT ROOF SPAN o GREENPORT, NY 11944 5 - 8d NAILS EACH END SHEATHING. 5-8d COMMON NAILS IN EACH END OF TEL: 631-477 8624 1-1/4" X 20 GAGE STRAP a FAX: 631-477 2997 W APA RATED PLYWOOD TO ZS EXTEND TO TOP of TOP HEADER CONNECTION REQUIREMENTS OWNER PLATE. ,t ILJA do EMIUA KABAKOV WFCM TABLE 3.5 - 8'SUDER Z 1700 PARK AVENUE CONNECTOR UPLIFT LOAD: 1878 X 0.7 = 1314 LBS A MATTITUCK, NY 11952 CONNECTOR LATERAL LOAD: 1016 X 0.7 = 711 LBS TEL 631-298 6530 1 — 1/4" X 20 GAGE STRAP �s ,� RED I c 8-10D COMMUNS INTO HEADER E( 8-101) COMMUNS INTO STUD 5-16D SINKERS THROUGH JACK STUD -9 (2) 1 1/4" WIDE — 20 GAGE 5-16D SINKERS THROUGH KING STUD METAL STRAPS AT DOORS FOR HEADER TO STUD CONNECTION FOUNDATION TO STUD CONNECTION UPLIFT STRAP CONNECTION REQUIREMENT o WALL TO FOUNDATION Z 1 ST FLOOR rR'D SILL PLATE WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 20 FT ROOF SPAN KITCHEN TOP OF FOUNDATION 5-8d COMMON NAILS IN EACH END OF 2 a WRAP + NAIL STRAP I I I I 1-1/4" X 20 GAGE STRAP 3 ( 4 — 4d NAILS ) 1 1/4" WIDE — 20 GAGE 5 W AROUND SILL PLATE METAL STRAP @ 48" OC. AT ANCHOR BOLT R.O. FOR 8' SLIDER MAXIMUM. S Z 1 1/4" WIDE — 20 GAGE WITH DOUBLE JACK STUDS SILL PLATE TO FOUNDATION ANCHOR BOLT 4 — 8dSNAILS TRAP ® 48 °°. , CONNECTION RESISTING LATERAL & SHEAR LOADS U m NAIL SHEATHING TO SILL PLATE 8d NAILS @ 4" O.C. 5/8" ANCHOR BOLT ® MAX. 72" Q.Q. o + �^�;.^>:•i ;i'i; J: 't :t :'t f:, C%r:,[: •txi t+r'.i E::?:tti;j: >: :r::.%: c WFCM TABLE 3.2 A tj:1"^ ,!!'� : i(_ .�.: .. r s y i'�:: '% ~:Y.i•:.; ;:�„ �•:'•`t"f•' �.,. �.: .. 4•.y;_' m M 2 x 6 SILL PLATE _ .<l� ';�•. ,:.��;,:,�.�., �;�.+•.<.K-,�:s�,��y:':r;r!. ,;r,• '1 �.;.f�ti:o. �..;Y:�,.,,�,,_�� ;x,:.:T.:.. SILL PLATE TO FOUNDATION ANCHOR BOLT g� 2 5 REBARS _: •- a=y , {.. .. ( ) # TREATED vt':% •,t.:jv::%r; 'i r i t-::1 :;:1 i•' ;:.ti:; =..�v.f.;`;.;r'y' s;::?�, 1:T Jy :ic:•`- ��, r.1•;` 'Y` 7 ,;- -[',;ram: -:r r.- •�- 3� CONNECTION RESISTING UPLIFT "M -:`S�:', ...yf,,+,fkt. l�,.-..s:.tii"til:;ev �C ;<f � :.. '` �„••:.. .. '..:� `�i::�K3 �''�r :�,�° _ ' "rr .A �..y f:/s�;.:J�,�,K : ! •?ti`•,�=�<ti",�ij ciiir ,`1Yi-'? 5/8" X 12" A.B. ® 48" OC- ak, ::!�:.;e .�r, J�'' ';a;;�r >...{� :;:<:::r_,r> �:" ki7..•_,•,• %;'{s.1 l: s::s WF M T DATE: 09/02/2005 `T. r�,. ;'•s>"z•`._: � . C ABLE 32 8 Z w/ FENDER WASHER. ^•:;i.7. :.'s,�::; �:'<�,.;s:: :L•. .;vac:;tr n� a>r:: J::,•%#:. ,i,•1.�!=r:%��;:��::�.;:t�3:?:;•:.:4;{�s::xjir�i<<-ti, �a NEW :>:, : ;�•,.> r_: •;,<•:r�;�:::[�i '' `;�:- =. ,t.r..:,.._ ,�,,, . .. , ,4:, r :r�:•; ..r `: i::t: ': t :a•: ';.;:rs MAXIMUM ANCHOR BOLT SPACING: 72 INCHES W v SCALE: N.T.S 8" P.C.FQUNDATION ,4,; wa:::�.::r:'c;c:,.�a�..a... s`, w� ti ?:,. 4:a: k. .•.�. .r.. :. ,...2-.•,. CRAWL SPACE r, >�''' r ,?:;�;, ` W 1'-4 X 8" CONT. FTG. :.[7.:.• : s..i,: ,t...�s( :.� r. %' >:Y•,, x¢ CRITICAL PATH > CONNECTORS SECTION ELEVATION CONNECTIONS g a DWG. NAME HOLD DOWN + SHEAR CONNECTION CRITICAL PATH � A - 13 ®� DWG. NO FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM :00 ADDITION Joint Description Nail Sizes Nail Spacing o O TO THE ROOF FRAMING 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED -" DOUGLAS FIR—LARCH STRUCTURAL GRADE No. 2 OR X Rafter to Top Plate Toe— ailed) — all Height: 10:'ft, Spacing 16" O.C. (Table 3.3A) 4 —-8d. per rafter BETTER. Ceiling Joist to Top late (Toe—nailed— n/a,: s per joist o Ceiling Joist to Parallel Ro ter (Fa e—nailed) n/a j each lap w 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5 8° Ceiling Joist Laps ov r Partitions Face nailed) n/a each lap W MIN. THICKNESS OR AS NOTED. / Collar Tie to Rafter Face-named) n/a . .._ per tie Blocking to Rafter ( o —nailed 2 = 8d each end Rim Board to Rafter (End—nai ed) 2 — 16d•' A each end 3. ALL SUBFLOORING TO BE APA RATED STURD—I—FLOOR, EXPOSURE 1, 3 4" MIN. THICKNESS. ALL EDGES OF WALL FRAMING PLYWOOD TO B SET ON SOLID BLOCKING. GLUE AND RESIDENCE NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Top Plate to Top Plate (Fac —nailed) 2 — 16d per foot g Top Plates at ntersections Face—nailed) 4 = 16d" joints—gach side Stud to Stud Face—nailed 2 — 16d 24 O.C. 4. ALL HEADERS 6—0 AND OVER SHALL BE SUPPORTED Header to Header (Face-nailed) 16d 16 o.c. along edges � MA EE TT TUC K WITH DOUBLE UPRIGHTS, 9—0 AND OVER WITH � TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Top or Bottom Plate to Stud (End—nailed) 12 16d, per 2x4 stud MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. �2 -',I6d per 2x6 stud a 2 16d'" per 2x8 stud r ARCHITECT 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS i o AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED Bottom Plate to Floor Joist,Bondjoist,Endjoist or Blocking (Face—nailed) `'=2 — 16d per foot g FRANK UELLENDAHL @ 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR m P.0.80X 316 CIRCULATION IN ROOFS. FLOOR FRAMING : ',� o GREENPORT, NY 11944 = TEL 631-477 8624 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Joist to Sill Top Plate or b�irder (Toe—nailed) per joist .. FAX: 631-477 2997 stairs etc. ) OR AS NOTED ON DRAWINGS. Brillging to foist (Toe—nailed.] "'2 = 8d`� each end Blocking to Joist (Toe—nailed)) 2 — 8d each end OWNER 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Blocking to Sill or Top Plate ( Toe—nailed) 3 — 16d each block Cr Ledger Strip to Beam (face—nailed) _ 3 — 16d each joist ILJA & EMILIA KABAKOV PARTITIONS OR AS NOTED ON DRAWINGS. Joist on Ledger to Ream (Toe—nailed) 3 — 8d per joist 1700 PARK AVENUE Band Joist to Joist End—nailed) _ 3 —'16d per oast MATfDUCK, NY 11952 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Band Joist to Sill or Top Plate (Toe—nailed) :2. 16d per foot WITH RATED GALVANIZED METAL CONNECTORS BY j TEL 631-298 6530 "TECO" OR APPROVED EQUAL. ROOF sHEATHINc =' s Dq R Structural Panels -1 "8d 4" o.c. perimeter zone,? 'A.` E 9. NAILING SCHEDULE SHALL 8E AS PER THE N.Y.S. other 6 o.c. edges of �� panel, 12" o.c. inferior / BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS - of panel SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Diagonal"Boors Sheathing „ # ALL EXTERIOR NAILS SHALL BE GALVANIZED. 1" x 6'"or 1 x 8 2 — Sd per support N ;� 1 x 10 or wider 3 — 8d per support 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" CEILING SHEATHING o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. INTERMEDIATE. Gypsum Wallboard :'.,".I 5d 7" edge / 10" field 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING WALL SHEATHING-'-'' AND WATERPROOFING SHALL BE BY ARCHITECT. " CD Structural Panels Sd° 6 edge / 12' field 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE fiberboard Panels �f 2 AND STUD WITH GALVANIZED HURRICANE TYPE 7 / 16" 6d 3" edge / 6" field CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR 25 / 32" 8d 3" edge / 6" field TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Z CLIPS AT ALL PERIMETER JOIST TO GIRDER G psum Wallboard 5d 7" edge.'/, 10" field 9 � CONNECTIONS. Hardboard 8d 6 edge/112; field Cn Particleboard Panels 6" edge / 12. #geld_.,, 13. ALL PRE—ENGINEERED LUMBER SHALL BE GEORGIA Diagonal Board Sheathing PACIFIC GPI SERIES WOOD—I—BEAMS AND LVL 1" x 6" or 1" x 8" 2.=-8d per support CD PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 1" x 10" or wider 3 — 8d per support o N HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED o AS PER MANUFACTURERS RECOMMENDATIONS. WEB FLOOR SHEATHING o STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND �� BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" Structural Panels LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 1" or less 8d 6; edge / 1 " field DATE: 09/02/2005 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF greater than 1 10d 6 edge / 6 field SCALE: N.T.S COMPONENTS SHALL BE AS PER MANUFACTURERS Diagonal Board Sheathing 3 RECOMMENDATIONS. 1"" x 6 "or 1 x 8 2 — 8d per support ,�¢ AILING SCHEDULE 1 ider 3 — 8d per support FRAMING NOTES 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. GALVANIZED MACHINE BOLTS @ 12" O.C.. Nailing requirements are based on wall sheathing nailed 6 on—center at the panel edge. If wall sheathing is nailed N y 3' on—center at the panel edge to obtain higher shear capacities nailing requirements for structural members shall DWG. NAME be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to �g A — 14 be reduced to 1 — 1"6d nail per foot. ©� W. NO I . COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF APP V D AS NOTED_ scl_- ��n DATE: B.P.:# �I'1�J� S0 '' - !�Ed!NGBOARD FEE: �� BY: r '� SOu--!U�� .J�' n�S EES NOT1 BUILDING DEPARTMENT AT N.Y,S.DEC 765-1802 8 AM TO 4 FM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING OCCUPANC�/1 OR 3. INSULATION USE IS UNLAWFUL 4. FINAL ''CONSTRUCTION MUST BE COMPLETE FOR C.O. WITHOUT CERTIFICATE! ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW pF,OCCUPANCY YORK STATE. NOT RESPONSIBLE FOR r DESIGN OR CONSTRUCTION ERRORS. 1 PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE v PLUMBING. CERTIFICATE OF OCCUPANCY ALL PLUMBING WASTE SOLDER USED IN WATER &WATER LINES NEED SUPPLY SYSTEM CANNOT TESTING BEFORE COVERING -._--' EXCEED 2110 OF 1% LEAD. I f : ., ALL CON�TRr►rT10N SHALL �- OF TH ' `' E CERTIFICATION OF CODES yr �b� b rCHK STATE. NAILING & CONNECTIONS __REQUIRED. FLOO Pt, ' CON4PL ,�., ..} "46 ,F�Ap q. F'C OD DA,M,-'i(JE PREVENTION SOUi-hoLD -DC`vVN.CODE. UNDERWRITERS CERTIFICATE' REQUIRED BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: / /05. APPLICANT: DATE SUBMITTED: a/�/05 SCTM#DISTRICT: 1,000, SECTION:, BLOCK: ,', LOT: ,3' SUBDIVISION: d/L ADDRESS: 120 ��c'& A(/E. CITY: A /Tl/(/Z ZONING DISTRICT: CONFORMING?/Z BUILDING PERMITS OPEN/EXPIRED: PRE CO: OR N-BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED /✓& NOTES: '- LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/8. REQ. LOT SIZE: .16e ACT. LOT SIZE: r�/-J. REQ. LOT COV. !J ACT. LOT COV. ./// REQ. FRONT Yo PROP. FRONT�EQ SIDE r 3 ACT. SIDE REQ. REAR J-d PROP. REAR ,1 REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: 75 SFZ) ESTIMATED PROJECT COST: T/ENGINEER: 1�� WATER FRONT? DESCRIPTION: !G1441,PANEL # iyy FLOOD ZONE: BULKHEAD? DISTANCE? r� APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or E (BED#): DTE: /_/ PERMIT#: TOWN SEPTIC RECEIPT: Y or gEPTIC CERTIFICATION: Y C NEW YORK STATE DEC: PRE-DEC 9/1/75 YES O 1,1,11c A I D"1'E: /_/ PERMIT#; SOUTHOLD TOWN TRUSTEES: or DTE / / s—PERMIT#:6/05 TOWN ZONING BOARD APPROVAL: YES o&M DTE: / / PERMIT#: TOWN PLAN. BOARD APPROVAL: YES o DTE / / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or(o NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2ke_ffs)or NO NOTES: , FFDSTRUCTURE: FOUNDATION: SF S� FIRST FLOOR: SF SECOND FLOOR: SF l OTHER: SF INIT OTHER TOTAL / �� TOTAL: SF FEE FEE FEE L. SF)- > SF)= " .f SF X$--3O =$ +$ ?. ( SF)- ( SF)= SF X$ =$ +$ +$ _ $ 3. ( SF)- ( SF)= SF X$ =$ +$ +$ _$ FINAL TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth:36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS:Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE)