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HomeMy WebLinkAbout29942-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32786 Date: 12/13/0 THIS CERTIFIES that the building NEW DWELLING Location of Property: 935 ROCKY POINT RD EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 31 Block 1 Lot 5.3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 12, 2003 pursuant to which Building Permit No. 29942-Z dated DECEMBER 12, 2003 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 ONE FAMILY DWELLING WITH FRONT AND REAR DECKS AS APPLIED FOR. The certificate is issued to PANAGIOTIS KARAKALPAKIDIS & ANO. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0125 07/23/07 ELECTRICAL CERTIFICATE NO. 2036221 11/29/05 PLUl03ERS CERTIFICATION DATED 09/06/0 EVANGELOS ZIKOPOULOS Ai&horized Signature Rev. 1/81 Form No.6 220 _i 1 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL TC ..'^ 26 roLo 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY. This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A For.new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber cettifying 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,Accesspry 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$15.00p Date. New Construction: Old or Pre-existing Building: Qn (check one) Location of Property: q3� O ciey l o l t'l-� .ocrb House No. Street Hamlet Owner or Owners of Property: PaKern% ettiZ Xyry slel �aYCr lGcz�o a t�:S Suffolk County Tax Map No 1000, Section Oil Block ODO I Lot Subdivision Filed Map. Lot: Fetnntt Na:��-���_ -Batcof Pemut:J Q--1Q- _t�3 Aplsiicant: Health Dept. 9ppr4vaL_ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 4 00 �o Z 3a7 �o3S� Applicant Signature M ��o�gUFFO(�-co r Town Hall,53095 Main Road p P.O..Box 1179 y `1 Pax(631)765-9502 Southold, New York 11971-0959 ,( T Telephone(631)765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Dater/ O 1� OO7 TT Building Permit No. Owner: r (Please print) Plumber: GV1 f , /a 1 0I_1 ��/f a"/ Please print) —v lead. 1 certify that the solder used in the water supply system contains less than 2/10 of I% -fee )(Plumbers Signature) Sworn to before methis -day.of. ¢X_m 20 q — — . < � Demetrios J.Varkaris Notary Public, State of New York Public, Ne-I) Igo, OJVA5045721 Notary County QuaMed in Nemau County pgepmi WAM Eapirae June 28.2011 M rraWLrdPQMVJMrL3rdM eO 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS S 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by cS QUALITY ELEC. INST. INC. PANAGIOTIS KARAKALPAKIDIS23V5 5 INVIEW, NYE 1803, EAST IOCKY POINT R MARION, 1 PLAI939 C� c5 Located at 935 ROCKY POINT RD EAST MARION, NY 11939 5 5C Application Number: 2036221 Certificate Number: 2036221 Section: 031.00 Block: 1.01 Lot: 5.003 Building Permit: BDC: ns11 1C7 Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: S 5 Basement,First Floor,Second Floor,Attached Garage,Outside, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 29th Day of November,2005. 5 Name OTY Rate Rating Circuit Type 5 5 Alarm and Emergency Equipment S 5 5 Sensor 2 0 Carbon Monoxide Sensor 7 0 Smoke S 5 Appliances and Accessories 5 Furnace 1 0 Oil 5 5 5 Exhaust Fan 2 0 F.H.P. �5 Oven 1 0 40 Amps 5 5 Cooking Deck 1 0 40 Amps 5 5 Dish Washer 1 0 1.2 KW C�4U Hydro Massage Tub(Therapeutic 1 0 5 5 Air Conditioner 1 0 36.000 BTU 5 Air Conditioner 1 0 60.000 BTU SWiring and Devices 5 Outlet 99 0 Fixture 5 5 Fixture 97 0 Incandescent 7 Fixture 2 0 Fluorescent Outlet 75 0 General Purpose seal 5 5 Receptacle 52 0 General Purpose L5' Continued on Next Page 1 of 2 e5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 S p r nnrxansr� t� cPiJrJrlcP O 5 BY THIS CERTIFICATE OF COMPLIANCE THE S NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 cC5 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 �5 5 QUALITY ELEC. INST. INC. PANAGIOTIS KARAKALPAKIDIS 5 5 PLAINVIEW, NYE I. 935 ROCKY POINT R 1803, EAST MARION, 1 939 S e5 55 Located at 935 ROCKY POINT RD EAST MARION, NY 11939 5 5 c Application Number: 2036221 Certificate Number: 2036221 Section: 031.00 Block: 1.01 Lot: 5.003 Building Permit: BDC: ns11 eDescribed as a Residential 30004000 square ft. occupancy, wherein the premises electrical system consisting of ccs electrical devices and wiring, described below, located in/on the premises at: c."Ie Basement,First Floor, Second Floor,Attached Garage,Outside, e� •�� A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed S 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 29th Day of November,2005. 5 Name OTY Rate Rating Circuit Tie 5 5 Switch 47 0 General Purpose 5 Receptacle 1 0 20 amp Laundry 5 5 Receptacle 1 0 30 amp Dryer 5 �5 Disconnect 2 0 60 amp Air Conditioner 5 L5j Receptacle 16 0 GFCI 5 J' Service 5 5 1 Phase 3W Service Rating 300 Amperes 5 5 Service Disconnect: 2 150 cb 5 5 Meters: I 5 5 5 5 5 5 5 5 5 5 5 seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 ���r@o 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. 29942 Z Date DECEMBER 12 , 2003 Permission is hereby granted to: PANAGIOTIS KARAKALPAKIDIS 23-16 CRESCENT ST ASTORIA,NY 11105 for CONSTRUCTION OF A NEW 4 BEDROOM SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 935 ROCKY POINT RD EAST MARION County Tax Map No. 473889 Section 031 Block 0001 Lot No. 005 . 003 pursuant to application dated NOVEMBER 12 , 2003 and approved by the Building Inspector to expire on JUNE 12 , 2005 . Fee $ 1, 315 . 80 thgr ' zed Si ORIGINAL Rev. 5/8/02 Nlocco Consulting & Design 1148 Norbey St. •Franldin Square, N.Y. 11010 (516)437-1999.Fax(516)681-2076 November 4, 2003 Town of Southold Building Department Southold,New York 11971 Attention: Building Inspector Re: Mr. & Mrs. Peter Karakal_nakidis 935 Rocky Point Road East Marion, New York 11939 Permit#29942-Z Sec. 31.00 Blk: 1.00 Lot. 005.003 Zone: R80 On September1S,2004, my firm made a visual inspection of the above referenced project. We also took pictures of this project while inspecting the strapping installed thoughout. We checked the foundation to 1"floor deck and exterior wall studs, also the tie from 15` floor to 2"d floor at 16" O.C. stud down to stud, cathedral ceiling hurricane clips at rafters �. to double plate to 16" O.C., all strapping from rafters to double plate at flat ceilings and strapping from rafter to rafter at ridge beam at 16" O.C. All was per the construction documents and all meets with structural code. If you should require access to our photos, please feel free to contact our office for copies of the strappings performed at this project. Sincerely, ( SEAL ) EmmTehn-Add Registered Architect r 2�t� a4R 0 ET:lm ry ;�Y�o 765-1802 BUILDING DEPT. INSPECTION [ OUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: rla��lei� �a�e 0� DATE 1 765.1802 BUILDING DEPT. INSPECTION [ XFUNDATION 1ST [ ] ROUGH PLBG. DATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIRE CE & HIMNEY [ ] FIRE SAFE PECTION REMARKS: DATE INSPEC 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. &UNDATION 2ND [ ] INSULATION ^v") [✓] FRAMING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 12 765.1802 BUILDING DEPT. 1 NSPECTION ( ] FOUNDATION IST [ ROUGH PLBG. [ ] F NDATION 2ND ( ] INSULATION [v FRAMING [ ] FINAL [ ] FIREPLACE &QCHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:/Xe-v- L", "` DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CIHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE [ o INSPECTOR ' *oF souTyo# TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING / STRAPPING o FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION <Z) OK REMARKS:C—' tAjQ � s 5 � l DATE C INSPECTOR �o�y,OF SOUTy�� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ J FINAL & , [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: L& a DATE ' /3 S INSPECTOR J/� ��of SOUTy� _ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �J�✓¢/� / � � /L Aes �T DATE INSPECTOR rx e 1 m- : 10M W—MAMR: , Z LfAraiter i r �It ' �i F _ •. in i �w���r - ���-.ter-.�►��,�. MAMPMON 11111111 Jill 111111 I'll Ja ,�v—""'_s��= a �_�✓ �i��. �w • 4 � _ r L � a..r. .. .. / 11, I 111 iilip :_ r� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST ' BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans ,� TEL:765-1802 Survey - PERMIT NO. Check f..._. _._. .-___._..- Septic Form N.Y.S.D.E.C._ Y �.. Trustees Examined .20 Contact: Approved ,20! A, �rt(t Mail to: Disapproved sic _—.. jNOV '.' �� a3 i_ ,_ Phone: f Building Inspector APPLICATION FOR BUILDING PERMIT Date April 28 2003 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 tray 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 c.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 pursuant to the Building Lone 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 inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or.builder Agent Name of owner of premises Peter Karakalpakidis (as on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Lo�gl clt y�o nt ffoad work will be done: Southold HouseNumberStreet Hamlet County Tax Map No. 1000 Section 31 Block 01 Lot 5.3 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy nwPlling b. Intended use and occupancy Dwelling 3. Nature of work(check which applicable):New Building x Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 300,000 Fee (to be paid on filing this application) S. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front 142 Rear 142 Depth 328+- 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated R-80 12.Does proposed construction violate any zoning law,ordinance or regulation: no 13.Will lot be re-graded yeS Will excess fill be removed from premises: 'REN NO 14.Names of Owner of premises KarakalpakldlSAddress Phone No. NameofArchitect Nicholson Address Phone No Name of Contractor owner Address Phone No. 15. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES,SOUTHOLD TOWN TRUSTEES 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 ) Joseph Fisehetti 7 .G being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, S)He is the Agent (Contractor,Agent,Corporate 0 icer,a .) if said owner or owners,and is duly authorized to perform or h e perform the s d work and make and file this application; :hat all statements contained in this application are true to the b t of his krio edg and belief;an the work will be xrformed in the manner set forth in the application filed therewi iwom to before me this day of ZY 20 O 1) Notary Pu c ign Applicant Notary p blic,irate of Naw York No.4622563,Suffolk County Term Expires December 31,+iaocc 0ARCALHEK ARCHITECTS PAGE 02 0/11/2003 11:30 6314270297 I Permit Number .i i i MECeheck Compliance Report Checked By/Due New York State Inergy Conservation Construction Code MECcheat SotMm version 3.3 Release 1 c I Data 5lenam:%%Amalhekl\ My Docummu\prolects\Pesidt03\Kwakalpakdis(Gius)\karekenerg.eck TITLE:Ksrakalpakidis Residence i COUNTY:Suffolk STATE:New York HOD:5750 CONSTRUCTION TYPE:Detached 1 or 2 Family BEATING TYPE:Non-Electric i DATE:OVI1/03 PROJECT INFORMATION: { 0060320 iI 935 Rocky Point Road Southold,NY 11971 COMPANY INFORMATION: Thomas G.Gizaa/David B.Nicholson 40.24 193rd Street AuWrnda*NY 11358 . I COMPLIANCE:Passes Maximum UA-505 Your home-387 23.4%Better Than Code i Gross Glazing Area or Cavity Cont. or Door Perim e7erl R_Yalue R-Value U.Factor l�A Ceiling 1:Flat Ceiling or Scissor Truss 1821 30.0 0.0 Wall 1:Wood Frame,16"D.C. 2832 1910 0.0 19 Window 1:Wood Frame,Double Pane with Low-E 256 0.320 1P Dow 1:Solid 16 0.340 Dom 2:Glees 80 0.340 97 Floor Flol:All-Wood JoiwTruss,Over Unconditioned Space 1821 30.0 0.0 Iq0 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the h 'Idiog Plans,spec35adons,and other calculations su with this permit application. The proposed systems bsj e been designed to meet die Now Y k State En ems an Construction Cade requirements. When a Regiaqod Design Professional hu this try m attesting that to the beat of his/ber knowledge]belie; and profeuimW' 1 ompliance with this Code. Cy — Bwider/Desigoer Date mo a i 015015-, ypQ� FOF NENO 08/11/2003 11:30 6314270297 ARCALHEK ARCHITECTS PAGE 03 MECcbeck Inspection Checklist New York State Energy Conservation Construction Code MECdral Softwin Version 3.3 Release 1 e DATE:02/11/03 i TITLE:Karetr6lpalndis Residence Bldg. I � i ICallings: ] I 1. Ceiling 1:Flat Ceiling or Scissor Two,R-30.0 cavity insulation Comments: l I Above-Grade Walls: I [ ] I 1. Wall 1:Wood From,16"o.c.,R-19.0 cavity insulation i Comments: I I Windows: i [ ] I I. Window 1:Wood Frame,Double Pam with Low-E,U-factor:0.320 I For windows without labeled U-factors,describe features: a Paces_From Type Thermal Break?[ ]Yes[ I No Commu:u: j I ;II Doom: [ 1 I 1. Dow 1:Solid,U-fetor:0.340 I ' Comments: f [ ] I 2, floor 2:Glass,U-factor:0340 M Pun Frame Type Thermal Break?[ 1 Yes[ 1 No Comments: I it I Floors: [ 1 I 1. Flow 1:All-Wood Joist/Truss,Over Unconditioned Space,R-30.0 cavity imulatiom I Comments: Air Laakage: [ 1 I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. j [ 1 I Recessed Hgbb must be 1)Type IC rued,or 2)installed inside an appropriate sir-tight assembly I I with a 0.5"clearance from combustible materials.If tun-IC rated,the future must be iosWled witbf I 3"clearaox from insulation. I Vaporlietarder: [ ] I Required on the warm-m-winter side of all non-vented Gamed ceilings,walls,end floors. l I I Materials Identification- Materials and equipment must be installed in accordance with the manufacturer's installation instrui ions. [ J I Materials and equipment must be identified so that onmplimce can be determined. i [ J I Mmufuturor n meals for all installed heating and cooling equipment and service water heating I equipment must be provided. I [ ) Insulation 11-values and glazing U-factors must be clearly marked on the building plus or wecifi ' I Duct Insulation: [ ] I Supply ducts is unconditioned attics or outside the building must be insulated to R-2. I 1 I Rein ducts in unconditioned attics or outside the building must be insulated to R4. I. ii / 08/11/2003 11:30 6314270297 ARCALHEK ARCHITECTSI PAGE 04 I 1 I supply ducts in unconditioned spaces must be insulated to R 8. ! [ 1 I Return duds in unconditioned spaces(except basements)must be insulated to R-2. I Insulation is not required on return ducts in basements. !j I Pact Construction: 1 [ I I All joins,seems,and connections must be securely facetted with welds,gaskets,mastics I (adhesives),masd"lus-embedded-fabric,or tapes. Duct tape is not permitted. Erceptlon:Continuously welded and I«king-type longitudinal joints and scams on duct j I operating at less than 2 in.w:g.(500 Fa). [ l I Duct shall be supported every 10 feet or in accordance with the manafecturces instructions. [ ] I Cooliog duns with exterior insulation must be covered with a vapor retarder. [ 1 I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: ! I I 1 Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I tempenture set point of the largest zone. 1 I , I Electric Systems: [ ] I SWC electric meters an required for each dwelling unit. j Fireplaces: ( ) I Fireplaces must be installed with tight fitting non-combustible fireplace doors. ( l I Fireplaces must be provided with a source of combustion air,as required by the Fireplace eonsnnodp n I provisions of the 6aildtttg Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. ' t 1 Service Water Heating: [ ] I Water heaters with vertical pipe risen must have a heat trap oo both the inlet and outlet talent the ; water hearer has an integral beat trap or is part of a circulating system. I [ ] I losulate circulating bot water pipes to the levels in Table 1. I �! Circulating But Water systems: [ 1 I dam cim lating hot water pipes to the levels in Table 1. I I Swimming Pools: [ I I All heated swimming pools must have an ontoff beater switch and require a cover unless over 2055 I of the heating anergy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ I I HVAC piping conveying fluids above 105 OF or chilled fluids below 53 OF must be insulated to the i l levels in Table 2. �i I i I i it i I I I .i I i I I 1 I I 08/11/2803 11:30 6314270297 ARCALHEK ARCHITECTS PAGE 05 Table 1: Mink"M fWarladvar TikkAnessfor ch=14dag flot water p4 es, insulation Thickness in Inches by PjW Sizes Heated Water Non-Curculafing Rimouto CirgWign i;M and Runoub Temperstue I Fl Ug to V W to 1,25" I.5"to2.0 Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 i Table2: MisisamUsulsdan YkkAxnsfbrMVACP*m% Fluid Temp. Insulation Thickness in Inches by Pion Sum Piping Svn= g=(F] 2"RMUM V and Sys 1,25"102" 2,5"to 4" Hiesting System LOW Prc=uWTemp"dWv 201-250 1.0 1.5 1.5 2.0 LOW TCMPMWM 120-200 0.5 1.0 1.0 1.5 Steam Condcaute(for feed water) Any I.Q 1.0 1.5 2.0 cogual System Cktilled Wain,Refrigerant, 40-55 0.5 0.5 0.75 1.0 mod Brim Below 40 1.0 1.0 1.3 is NOTES TO FIELD(Building Deparmim Use Only) BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: ff /Z,1 /03 APPLICANT: PpiJA 6 Ic�r►S ��P. Yf3( P-�l � DATE SUBMITTED: _L1 //2 /03 SCTM#DISTRICT: 1,000, SECTION: BLOCK: _�, LOT: SUBDIVISION: lY Eft- pgOA t ADDRESS: �Bof" awt�CITY: F Marion ZONING DISTRICT: 240 CONFORMING? qes T BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO ///,/-BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION UIRED NOTES: LOTS 40,000SF-100-24.Lot re gnition.(CREATED before June 30,1983),UNDERSIZED L S FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1 REQ. LOT SIZE: ACT. LOT SIZE: /%REQ. LOT COV. ACT. LOT CO REQ. FRONT 36 PROP. FRONT Q SIDE ( � ACT. SIDE REQ. REAR _-n PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: K)' D ESTIMATED PROJECT COST: CHITE /ENGINEER: A�lc�o�Sa'1 WATER FRONT? -4—D SCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT:(IES NO, (BED#): -4 DTE:0 / / 3 PERMIT#:Quo-03- zs TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 9/1/75 YES orDTE: / / PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or DTE:—_/ / PERMIT#: TOWN ZONING BOARD APPROVAL: YES or DTE: / /_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or, DTE / / PEP:MIT#: TOWN HISTORICAL PRE (SPLIA): YES or NEW YORK STATE CODEC PLIANCE (SEE PAGE 2): YES or NO NOTES:l GLV /n 155X 1 FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: 27 9 f SF SECOND FLOOR: p 2A SF OTHER: SF INIT OTHER TOTAL TOTAL: SF 'T f FEE FEE FEE �O 1. � SF)- g��SF)= Z SFX $ -?6 =$ 116 +$ +$ _$ 2. ( SF)- (— SF)= SF X $ -=$—+$—+$—= $ 3. ( SF)- ( SF)= SFX $ =$ +$ +$ = $ To FINAL TOTAL: $ I -� NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: j Ground Snow Load:45 / Wind Speed: 12OMPH ,/ Seismic Design Category:B Weathering: Severe ✓ Fr Design Temp: 11 ost Depth:36" /Termi :M-H y Decay: S-M azards: Ice Shield Underlay:YES Flood}x USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: c/ DESIGN CRITERIA: ENGINEEREW RESCRIPTIV t,.-f FULL FRAMING DESIGN ELEMENTO/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 CALCULATIO :aY 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 SCHEDULA&Y MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM:�N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS�/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) Town Of Southold P.0 Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 12/18/03 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Cash t*jCrAIAV *- I — S. 3 Total Paid: $10.00 Name: Fischetti Jr., Joseph P 0 Box 616 1725 Hobart Rd Southold, NY 11971 Clerk ID: LBOHN Internal ID:84127 pF SO(/lyol 0 Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G Telephone(631)765-1802 Southold,New York 11971-0959 �Q Cow BUILDING DEPARTMENT TOWN OF SOUTHOLD December 22, 2005 Kyriaki & Panagiotis Karakalpakidis 23-16 Crescent Street Astoria, NY 11105 RE: 935 Rocky Point Rd., East Marion TO WHOM IT MAY CONCERN: We are unable to complete your Certificate of Occupancy because of the following reasons: f An application for Certificate of Occupancy is not one file. (Enclosed) No Electrical Underwriters Certificate on file. The check is (not on file) $25.00 v No Health Department approval on file. No final inspection has been completed. No Plumber Solder Certificate on file. (All permits involving plumbing issued after 4/11/84) Final Town Trustee Approval BUILDING PERMIT: 29942 -Z Thank you for your cooperation. SOUTHOLD TOWN BUILDING DEPT. TOWN OF SOUTHOLD PROPERTY RECORD CARD _ OWNER STREET VILLAGE DIST.1 SUB. LOT P isrittk�. ka ka�,s �,�� � Er� � rian sa �-4 ACR. REMARKS TYPE OF BLD. �I 0"1ar+�n FSfa�ik�u�s PROP. CLASS n ow- onAsS 3k1 M LAND IMP. TOTAL DATE Z1 _`�( >$ �2y . V2 it(1 so�}aStaeh ��Clf(x5 c)ob o k cc I FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT r dp TOTAL U� i °ALL "AWAP OF MARIONMWOODS""LOT NU8ERSEFER FILEDTIN THE SUFFOLKT SURVEY OF PROPERTY COUNTY CLERK'S OFF/CE ON JUNE 7, 1989 AT EAST MARION AS FILE NO. 8759. TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-31-01-5.3 t SCALE. 1'=50' EN SpgCE' 0 JULY 29, 2003 .OPEN � VACANT 63' PRE. `gyp D 336. 0-6's .6 >a 9 Cj r N C 7C PROPOSED DRIVEWAY �m 41 � N76.54'tO'E WELL — x C PROP FND. WA Z Z T(. . ' . � _ � v 7- (A A N � p z f v ST .5 E OPIPE 328.23 n N m W A_ � w S�g•5410 W LOT i P�gUC WATER p�LLINC STN CAIN READ I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. S �M1. IA#p *'p¢ e ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A OOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER77FICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF S. L/C. N0. 49618 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR I(q Y P.C. WHOSE SIGNATURE APPEARS HEREON. ( X (631) 765-1797 P.0. 3 AREA=47,315 SQ. FT. 1230 T R STREET SOUTHOLD, N. Y. 11971 03-211 raH .4, F I• ""ELL kECEIv/ED LOT NUMBERS REFER TO "MAP OF EAST �F �ilj�rnY MARION WOODS" FILED IN THE SUFFOLK SURVEY O �A . 6tlEP��J6�hI) 11 COUNTY CLERK'S OFFICE ON JUNE 7, 1989 TOAT WN Of�' bb AS FILE NO, 8759. 3 i SUFFOLK COUNTY, NY m 1000-31-01-5.3 " SCALE: 1 w=50' „OPEN 5 NT E 1..� c�i JULY 29, 2003 VADA viFE T.H.wV D AUG. 26, 2003 ( 1 336.63 o.e s O L, 30.9' n _ c � PROPOSED DRIVEWAY r w C`. N76.54'10"E i o n It eWEIL ,, ►r r g'K. ENa DROP ",' T.H. ® y - EL 3 '. 'EST HOLE �- ^i CS Dark brown �— slilyco O Brown silly r - . �.0 5, �1 55 sand SM O • �-� �J EL. }0.2' N N o Brawn sandy 23 W 328. _ sill ML C7 < _ 9 W I SLFFOL< t 'UN— a . "W j _ 7)2 3'*i d' vF ,x EAIJLdTHYPEJSZl;ZVIC`✓S Sj6'54'10 LOT 22 WATER Pole brown TH PUBLIC31 1 FOR A IlOsto DWELLING ONLY course sand with lox 03- o J;ks gravel 1 / A� -.. sw % go N :n J AII^�l la1S LFt OF' LS'p:2QVAL am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. OF NEW�O The locotibn of wells and cesspools shown hereon ore P #1,MErrQF '➢,p from field observations and or from data obtained from others. 10 ANY ALTERATION OR A00117ON TO THIS SURVEY ;S A V70LAT/ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS -�"( ,»� . Y S. LiC. N0. 49618 HEREON ARE VALID FOR. THIS MAP AND COPIES 7HEREOF ONLY rF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR S, P.C. WHOSE SIGNATURE APPEARS HEREON. (6 7 FAX (631) 765- 1797 P.0. B 9 AREA=47,315 SQ. FT. 1230 TRAVELER STREET 03-211 SOUTHOLD, N. Y. 11977 °,CLL LOT NUMBERS REFER TO "MAP OF EAST SURVEY OF PROPERTY MARION WOODS" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JUNE 7, 1989 AT EAST MARION AS FILE NO. 8759. TOWN OF SOUTHOLD 0 SUFFOLK COUNTY, N. Y. c 1000-31-01-5.3 SCALK 1'=50' OPEN S NT E >� AM 26, 2003 1i TA 003 *OPEN 63' w s June I7, 2004 (foundations) • 0.L }p.9 � �Zl C ppppagp DRIVEWAY • m N76.5410 E � `YELL a FA � �y1 gyp. T.H. B N V - ETK L 71.1 o y m TEST HOLE O Z LA i w Dark brown spty loam-- C "at• i•i - - - 0 Brown SNIP t O 1/.! ' j 055 .1 sand p :u Eh.6 EU N N+ C N ro �+ 2 renown study ' � ,� 328• sit n v t I 1J A 9" i w LOT 2WATER Pdo brown e� }+.,' SO'" �0 W �C Nne coarse sand DWELLING YATH wfN /ON sw gQ I am familiar with the STANDARDS FOR APPROVAL / AND CONSTRUCTION OF SUBSURFACE SEWAGE Il DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. 13 NE91 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION /,,SSP ���t MErZ'��9/� OF SECTION 7209 OF THE NEW YORK STATE EDUCAT70N LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS 3?a N. LIC. NO. 49618 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR E 0 C S' RS, P. WHOSE SIGNATURE APPEARS HEREON. (6 -o, 65FA 31) 765-1797 i P.O. W94911%% AREA=47,315 SQ. FT. SOUT HOA, X71 T 103-211 SCDHS Fief.# R10-03-0125 *WELL LOT NUMBERS REFER TO 'MAP U E<'K CERTIFIED To: SURVEY OF PROPERTY MAR,-ON WOODS- FILED IN THE SUFFO.'_K PANAGIOTIS KARAKAI.PAKIDIs COUNTY CLERK'S OFFICE ON JUNE 7, 1989 AT EAST MARION AS FILE NO. 8759. TOWN OF SO UTHOLD nI`; -- a SUFFOLK COUNTY, N. Y. �� " I- �� li i 1000-31-01-5.3 JUL o 6 2001 SPACE" 6'6E5 9, z SCALE 1'=50'30.9 "OPEN E� j0 c> JULY 29, 2003 By —� VACANT336 s3 �O a NOV. 27, 2006 (� A Dec /9, 2obG(rcv,Sroo) � m JULY 5,' 2007 (revisionl "E• -WELLe. }°""' t � ¢��� c> o � qe,qoy 4: 1476-54"0 � t R'•.� t, A STK. n+q. z :z', z © a �,., e..e,xx.cune v, y c� ? Fx ' ,a ii.p, sr. W z °` ,.� k - Lv. ,�y INE (N� e� W n ASO WATER C__� ap O U > 2 _ .� �i 7r c - 1P �3 .i..� 116.9�tb �' tX (Y. Oj c A ¢ Hous w p o ttf z?� ELEOT.METER `� D > m 6 c .10...1 • o. F� ` v C? rJ N 20, c i [Y_ I' I xf� 30.2' I c �� �., 3' C a�.��n' � 1 328.2 V i 1 I ` TN Al S76-54'10"W L01 2U8LIC WATER E4 31.1' �J DWELLING STM. P AS � ftO .'t r; LL _ CAIN s (L ' m N 4 I am familiar with the STANDARDS FOR APPROVAL AND CON57RUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon ore OF Ne from field observations and or from data obtained from others. y�ANT MErlYOpF ANY ALTERATION OR ADDITION TO THIS SURVEY IS A V'OLA77ON OF SECTION 7209 OF 7H£ NEW YORK STATE EDUCA77011 LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CET77FICAT70NS r HEREON ARE VALID FOR THIS MAP AND COPIES 7HEREOF ONLY IF N Y 6 8 SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR ECONIC S RVEY WHOSE SIGNATURE APPEARS HEREON. f631) 765-5020 7 P.O. BOX 909 AREA=47,315 SQ. FT. 1230 TRAVELER STREET SOUTHOLD, N. Y. 11971 03—,211 E N ERA L NOTES - - HV A r � - ----- I _ _ The General Contractor shall be held to have visited the site and premises and to have compered sane with the drawing, 10. the steel wok shall be thoroughly plumbed throughout before permanent connections are made. GG RAMI( AND 5,RANITE TILE. All work shall be Installed in accordance with all local rules and regulations and as so Lifted by the latest edition nF Ill and 5pedficatlone, and to have satisfied themselves with the existing conditions, before submitting their bid, and shall National Fire Protection Association, assume Full respnslblllty therefore, Any discrepancies Found between the actual conditions and Informatlon given on the II All steel construction shall be adequately traced at all times to maintain posltln and alignment against all wind stresses I All tile, shall be Standard grade anal meet the requirements of AN51 A137.1, 76. drawings shall be Immediately reported to the Architect and no work, so affected shall proceed without written Instructions and all other vibrations. 2 All kitchen exhaust, duct system shall be Installed as per the latest edition of the National Fire f}otecton Assocotlaq from the Architect. 2 All materials shall be delivered to the job site In unopened factory sealed containers clearly labeled as to product publication "Vapor Removal from Goofing Equipment'. 12, High strength bolts shall be Installed by means of calibrated wrenches or turn-of-the-nut method In accordarl with the manufacturer, color and/or other pertinent characteristics, 2. The contract drawings Indicate the extent and general arrangement of the systems IF any departures from the contract provisions In the speclflcatins for Structural Joints using A5TM A325 bolts, latest edition. 3 The i Contractor shall obtain all permits, approvals, affidavits, certificates, etc., as required the local authoritles and Fi e 1� drawings One deemed necessary by the Gntracto, due to conflict with applicable codes aid the best practices OF the tradewFacturer 3. Materials shall be stored under environmental conditions recommended by the maUnderwriters and pay all Fees For such. the dl of such departures and the recision therefor shall be submitted as son as possible to the Architect For approval 13, All trop pits shall have checkered steel plate cover set In angle Iron frames flush with Floor. ' No such departures shall be made without prior written approval of the Architect. 4 Before proceeding with any the work, make sure that all waterproofing, sleeves and Hall for pipe have been Installer he The ttemperature ractor shall pis 0l Iegree Fde new �withta 30 m mphHindstem LThe contractor sot e degree le Indoor temperature nnsidr: and that piping systems have been properly run and tested p hp be responsible to have design drawings prepared by a Professioral Engineer and to File all related plans and applications with the local municipally. System shalt 3 All wok specified he must be Installed In Full accordance with the requirements of all local and governmental be provided as a Four (4) zonae system with the First Floor area Family Room Kitchen Dinette j departments having jurisdiction over these matters as well as with any requirements of the National Board of Fire C•v R P E N T R Y 5. Tile shall be as selected by owner Far the purposes of estobllshing the respnslblllty of the contractor For the ful lla6o h as zone I; first Floor Dining Room Living of the materials, the tine will generally be as follows, g y y • desl aced Underwriters, National Electric Garde, or 5nnlim approvals, permits, Inspections, etc, before commencing any work as to Room, Entry Foyer designated to zone o;second Floor Master Bedroom avoid all delays during construction and he shall turn over the official records of the granting of permits to the Owner The I All structural lumber shall be Douglas Fir, No. I o better grade Fs=1400 psi in 5lze5 as Indicated an piesis. ymde Ma d, ` designated as zone 3, and second floor remaining Bedrooms designated as zone 4 contractor shall have a final survey prepared upon completion of the work. This shall be done without additional cost to the prior to delivery to site rKe IIaE2 Fo�e,r -emnac t IQ.e $joofl y,p¢se.(¢"� 5 The contractor shall provide a new central air conditioning system. The contractor shall be responsible to have desk Owner, POWDER ROOM Ceramic bile Floor,�cu\I w uta drawingsprepared Pon do 2. Wood gams shall be bridged with I/4' x 3" members or soled wood bridging spaced 8'-O" o.c maximum. KITCHEN Gel tine is the boar e ( q") P P by a ProfeWoral Engineer and to File all related plans and applications with the local municipality 4 Any Items of wok speUFled herein ad/or shown n the drawings which conflict with aforementioned rules, regulatlons,and BREAKFAST AREA Geramlc Life floor System shall be provided as a Fou- (4) zone system with the First Floor neo Family Room, Klkhen, Dinette '+>w P.l 1 0.Cd• base designated as zone I, first floor Dining Room, Living Room, Entry Foyer designated as zone 2; second Floor Master requirement, shpt[ be referred to the Architect for decision. 3. Beans shall be doubled under all partitions which ore burning parallel to such beans, ALL BATHROOMS Ceramic bile floors $ CH TILE Bedroom designated as zone 3, and second Floor remaining Bedrooms designated as zone 4. ^LL MORTAR SHALL BE COLORED TO MATCH TILE COLORS 5 The work shall not be deemed to have reached a state of completion until all Final certificates have been delivered 4. A minimum of 2' shall be, maintained between all wood Joists nd beams adjacent to chimneys, wood flooring shall be kept 6 Setting Materials shall be dryset mortar For floors and saddles, organic adhesive For walls/wainscots " from chimney. 6 Each Contractor shall er held responsible for and be required to make good J his own expense any and all 15 cause tc 7. Grouting materials shall be latex/portlond cement ELECTRICAL Owner's rk or worm property, a5 well as public utilities or munlclpal property, and/or to any work contract, which Is caused 5 All [all beams shall rest on approved type bridle Irons by his work or workmen during the execution of his contract 8 AJI file work 6. Provide all blocking and cut out$ as required for medicine cabinets, access doors as required, pluibng fixtures, H.V AC. Amer l6on Nationaltandarbe ids�Iniled In st tuts accordance with the recammendatlons of the The Cauwll of America (TCA) and therela+Fd_ authorities ntractor and Fire Und obtain all permits, approvals, affidavits, certificates, etc, and pay all tees as required by the lo.cul 7 Each Contractor shall, at all times keep the premises free from accumulation of waste mal a ( ) Underwriters. work. On completion of his work, ail rubbish and ixosed mal shall be. renv,vea rrI "y r rte° caused by his etc Verify with Architect and Owner prior to stint of carpentry work. P xr,+rF's+r� ,eft broom Glen The carpentry contractor shall be responsible to the level of all floors, sills, etc and plunbng of all walls,jambs, etc R Tile work shall be laid out so that no tiles less than one-half full size shall occur 2 All work shall be In strict accordance with all local laws and regulations and the National Electrical code. 5 upon cohe elfin of all work, the .IeO6ontractar aha', •e,«•.„„ .,w. •,,. .,._,,,, .years resuR From thelumbibuilding fixture ori rn� 10 Vertical units andjolnts shall be maintained plumb and horizontal - �3 All new fixtures shall be Furnished the owner j shall leave the entire site In a neat le,-r :art ,y :syW„L;,, ,,.n1ltKw,. An windows, hardware,, appliances,Plumbing fixtures, 8. All Alpe spaces and fared out spines shall be flresto ed at each floor level, p units and joints shall be maintained level. -blots of iambs by e and Installed by the electrical contractor, ! ceramic and granite t ie rv.,r'" v,,n :41Aut a kor ,yam,,., s,.ratched or damaged shall be replaced. PP and returns shall be, maintained level and true with joints In main Field Every Fourth course of Elie shall be brought to a level h All telling fixtures shall be switched with dimmer switches. where multiple switches may be required contractor Is to in;'.~,II ! 9 All concealed spaces shall be firestOpped to Form an effective draft boder and straight line. "gang• type units. 1.:the „rah guarantee all work Installed under the contracts From a period of one (I) For from date ti conple+mq II. Floors shall root E� grouted before 72 hours after setting, walls before 24 hoes. Before route bile work sinal � All �" I}I 1, 1 e} -a: -uiveneed t1y the date of the final certlFlcate, unless a Inger period Is called For In the sections of the spedflcatlons, 10 All mica For vanities shall be as selected buy the Architect From the designer series colors as mauFadure red 61 VLIsa1 Ar+ clean water. grouting 1 be we: k. _4T 1 ^ i- i 1, '1) , q }!;, !•r �u } t 5 s L,-; II e, ti F I . !-�, 1' or approved equal. 6 'f-6e, Gbn}rw 8 ,r s.lrnt o c C IO, The General Contractor shall be responsible to Elle all required inspection repots, concrete cylinders reports, steelnnd � b}v,u n Flre (Jaderwrr}er_ er�a�a r,A}ir� n.eon Conq ple4n„m �L �,; worK. 11. All closets shall contain I " diameter clothes pole, with Intermediate supports as necessary, and I' x 12" paint grade pine colo12 r o ran approvednpre-mixed colored cementmay be hill shall be mixed with white Portland cement to obtain desirea masonry a cults, material tickets, etc. as may be required for final acceptance b) the local municipality. i shelf with Intermediate supports as required. za,N ItJ�y N''11�5 II where a discrepancy may exist between the drawings and specifications the more stringent requirement shall prevail, 12 All Interior doors shall be solid stain grain oak 3/4" thick raised six panel as selected by the owner with wood frames cracked, broken ave oil setting ng compound, dolor grout arid sh°II stairsfromface of all the and adjoining surfaces. All tiles which are 12 The drawings and speURcatlon5 are Instruments of service and as such remain the property of the architect whether the rd,r,_ exterior doors shall be solid stain groin oak raised six panel with metal Frames sec on�,r IO NI: 3hA0 BLo X00 F_- Par which they are Intended Is executed o not. Any use of these documents without the written consent of the architects � ^M;edul E �,v defai 15�, 9 p omptly removed and replaced OK'• Lar. aOS W3, '4 ONE• ? $Q shall be prohibited 13 All Finished hardware shall be supplied and Installed by the carpentry contractor. The c int contractor shall be 14 As Son as the file work In each space has been grouted and cleaned, It shall be covered with either reinforced Kraft paper LOT 4 7 -6 15 Cil R i responsible for obtaining all necessary templates, etc. and Insure the proper Install of all fnlsh�ed hodwne. (arpentruv shall(515albs mtalor no - talllltlglesawdust. Each Firmly set f such Floor paces shall be closed ke ttoall Q traffic or work by approved battlers whlGh -r 13. The latest edition of the A I.A. document 4A2OI shall apply to this project, with modifications as listed under the contractor shall provide brass butts, 180 degree swing, minimum three per door, 9 p nelll until campapproved of the wok of all Pli? N trades or as otherwise directed 61 the Architect, when It shall be removed without dana�ge to tine or adjoining wok , 5upplementary Conditions, and become port of the Agreement. M ; A'S N at a re o tQ ',( ' r�p Piece c' "F _ 4 0" or e q ua t. S 0� Y/>(ZD: 20 I 14 New roof - shall be 4 Y ir a F t o 21 i4. The general contractor Is solely responsible for the means and methods of construction Including job and site safety To Ord r.omply with all applicable 0.511A. standards. 15 Provide b" decorative Interior wall Lease and telling (dentiU moulding as selected by the ownerhR, YO IZD: fl �aINTING I 15 The services of the Architects do not extend to or include the review or site observation of the contractor's work on �'d V��•�' ( O CF ( 6 3 7M L.l Zo 4O o 2, v performance and as such the general contractor assumes all responsibility for the means and methods of construction, For I All surfaces, except where wood paneling, masonry, simulated masnry ceramic Be, etc are to be applied, shall receive T SQ Ci'F DELKS'. 6 0 S F JOE) safety on the job site, and that these responsibilities are Intended to be and to remain solely those of the general I N 5 U L A T O N three (3) moats of Benjamin Moore "Rega( AquaVelvet" semi-gloss paint. Colors as selected kby the Architect/g.�.,er u contractor, It Is Further agreed that the general contractor will defend, IndemnlFy and hold harmless the Architect From a �'L�17CI •iE14 b•�TrL�j claim or salt whatsoever, including but not limited to all payments, expenses or costs Involved,harmless Fran rc alleged to any I Batt-type Insulation shall be Installed with overlapping Inside foil backed vapor-barley coverings In strict accoe r:l+ta 2 All wood trim and bean Lai shall receive wood stain as manufactured by Cabot In strict accordance with the g marufacturer's direction to achieve maximum Insulating and vapor-barrier continuity. In walls, baits shall be secured t,� manufacturers recommendations, Colors as selected r ave arisen From the contractor's performance or fallue of the contractor's wok to conform to the design intent orad the contract documents. The Architect agrees to be responsible for his own or his employees' negligent acts, errors or studs In ceilings, baits shall be laid In rover celllrxy material, except that for Inclined planes, the top of each roll section 33 r - "`bi'u5• be carefully secured to prevent any slippage or Freak In Insulating and vapor-lxrrler continuity. 3, Painting and finishing to be °pplled to properly prepared surfaces free of dirt, grease, Foreign substances, and free �f ;:"'Co..e allowed to thoroughlyddetects All surfaces r r Frrid cure be completely dry, with each succeeding coat applied after the preceding one has bs­,l 2. Foundation and Masonry walls Insulation - 2' x 8' z " thick panels of "Sty-ofoan" Type 'SM" as maiuFactured by Dow y c O N G R E T E Chemical Company, or the approved equivalent; to be Installed with banding adhesive Dow 6eneral Purpose Masco No. If a 4 All adjacent work and materials shall be protected N the contractor against soiling and damage during the painting o ! Sall value Assumed of 2 ins per sq. Ft. subject to building Inspectors approval 3. All Insulation shall be as tight flttingl and continuous as possible with no open joints or unfilled spaces. by h Fini5s workaeration and he snail therefore be solely responsible For restoring original surfaces In any way adversely oFfeclea 2 me sou lion an prior onstngs, fn of footings piers, and Foundation walls shall be Inspected by the architect n en i' er 4, Inwlatln material shall de scribed rand Fitted La all other surfaces that may Interrupt or protect through the Insulation layer p after excavation clop and prior to construction of footings The Dept. a Bullrings shall be notified 3 working days prior to 5, All materials shall be delivered to the remises In urbooken original containers bearing manufacturers name and I vF L g specifications A mpterAS Shall be Stared and mixed (a5 required) n a °(ntrOhed"Jab Site Stare room de5lgnq[ed favUc6 construction of footings. A report of such Inspection describing De t. of Buildings Found s shall be flied with the Dept of prior tugs 5, Factory Mutual Glass Fire Rating cued Underwriters Speclflcatlns shall govern all work. Ownerse Insurance agent take all necessary precautions to ensure fere safety In conformity with controlling ordinances and - by the architect or engineer making such inspection. CC'd -,L'i `:","T'.' t lL L COT)FF OF , . 3 Differences In footing levels are to be stepped up or down at a 30 degree angle. b. Maximum size units to be used throughout to hold joints In Insulation APPROVED ASNOTED NEWYc, 'P �_ r,rP 8 r,"'AN ;:._DES work to an Irreducible minimum. 6 Start of wok CJfv�ITIUIVS OF by application will constitute his acceptance of the receiving surfaces and since this contractor shall be twm " .779 e/a- AS RLiiuinL:) r;fu'J I F solely responsible for the quality and end result of his work, he shall advise the Architect In writing of any conditions that DATE: )2 B.�P.# �"J 4. Bottom of all exterior Footings shall be a minimum of 4'-0" below adjoining grade. `T All joints must Fx Fully buttered and sealed. would In his judgement adversely affect his work He shall not proceed until condition have been rectlFled or he has been FEEc 15�U BY`L„�_�; SOUi'"OLG?ON(J[BP, directed by the Architect n writing to proceed. e"--Y 5, Ground floor skin shall be 4" thick concrete reinforced with bb-1010 wwm unless otherwise noted, with polyethylene vapor 8 All acheslve applications of Insulation to be In strict accordance with manufacturer's recommendations. NOTIFY BUILDING DEPARTMENT AT SOCTHOLD 7ONIN PLANNING BOARD I a_,I UOrrier Provide expm$bn jaunts at ail wall and column breaks. 7. Point and stain shall be predetermined on the bases of approved samples. All f!nlshingl, painting, or coating shall be 765.18M SAM TO 4 PM FOR THE N SOUTHOLD TOWN TRUSTEES 9. All exterior wall Insulation shall be S " fall backed batt Insulation R-21. completed to the 5absFactlon of the Architect(„ger FOU-OWING INSPECTIONS: m N.Y.S.DEC UNUERWR �CEATIFICATE 6 Hoven wire mesh shall be cold drawn and have a min. ultimate tensile strength of 70,000 P.5.1 ''All telling Insulation shall be 9 " Foil backed batt Insulation R-30 1 FOUNDATION - TWO REQUIRED � - ' 8 All rubbish, waste, o surplus material shall be removed From time to time, and all woodwork, hardware, Floors or adjacsnt FOR POURED CONCRETE APIOUI,E�ED 7 Concrete exposed to action of freezing weather 56011 be designed with entrained air additives. work shall be, ciemed. 2. ROUGH - FRAMING 8 PLUMBING 8 No bolto be placed actin upper walls and floors3. INSULATION ALL CONS.7RUCTION SHALL Ore In place. DRYWALL 4. FINAL - CONSTRUCTION MUST 9. All glass, hardware, cobinetry, plumbing Fixtures, Elle, eta throughout the building shall have all point or vanish 5p}5 awnl BE COMPLETE FOR CO. MEET THbE;R�yE.+O���,U,.,,II,R�''EMENTS OFTHE RUCTION SHALL MEET THE CQ t�+rcfr YORK STATE. Deliver to Job site In easy for packages, t'°ond manufacturers name, Keep Sum C- ., flat, under cover and out of contact bush marks removed, and upon y the duan of the pair while wok, all glass, epointhardware,from the@gl plumbing Fixtures, tile, eat. - � .._.-r 9 Concrete shall s produced from batch plants approved by the Gammissloner based an previously accepted mix designs with damp surfaces until ready For use Gold Bond Matlon0l Gypsum Co), US 6yosum Go., Donn Products, approved that Is scratched o damaged by the painters work or while cleanf off the aunt from the glass shall be replaced at tl�e REQUIR ` ODESGFNEW r o and resulting In mixes of strength specified. }-- by Architect contractors expense. Hardware and other unpainted metal surface shall be�lined. YORK STATE. N FOR Zo m-J, Coo - ,i _ G, C PLL[, BIND 10 Cori to be 3000 P,5 I a 28 days 5 75 bags cement/cu yet cone. l gallons water/94 lbs. sack of cement - unless DESIGN OR CONSTRUCTION ERRORS. N �, ALL PLUMtv� INC WASTE otherwise 5pec61ed. 2. Gypsum Wallboard U5. Gypsum (o 'ss Flrecode called For, with regular tapered edged panels In thickness shown l OC UPANC'� ° & ATE [NES NEED In maximum len chs. r_� TESTING BE�' RE COVERING II, Three (3) test cylinders shall be provided for each 50 cu yds or fraction thereof In ary one days placing. g 11 USE IS UNLAWF L 2+y"5 n 3 All gypsum wallboard shall be 5/8" thick. Provide water resistant 5/8" "greenbond' In all baths and collets` Install 5/8" PLUMBIN6 `= DO NOT PROCEED WITH JI 12 Exterior Foundation wells shall receive 2 coats of an approved mal asphalt waterproofing and Felts applied wFth a trowel "wonderboard" In all shower areas, aN�A o:a 1}ub , ,L� RAMING UNTIL SURVEY WIT OUT CERT[ KATE PLUMBEti\4 CERT, (CATION and shall extend to the bottom of footings v 0 FOUNDATION LOCATION OF C�CCUPANC ON LEAD C NTE BEFORE 4 G.rews. SeIF-drilling, cadmium-plated, " length. I. All plumbing shall be In accordance with the local Building Construction Code AS BEEN APPROVED. .3. All concrete walks and steps shall have sip resistant surface 2. The contractor shall obtain all permlb, approvals, affidavits, certFlcotlons, etc. and pay all fees as required by the In=.I (� CERTIFICAT �F� CUPANCY 5 Lasing Bead Standard galvanized steel of shapes and sizes as required. authorities. r SOLDER EDI WATER 14 Floor slabs resting on FII[ shall be reinforced with 66-1010 W.WM, SUPPLYS TEhi ANNOT 6 Corner Bead: Standard Galvanized steel, Inch and I/4 Inch flanges 3 All work shall be In accordance with all local laws and regulation and In strict accordance with the National Code. Ci O D ZO�TLj' EXCEED �,�OF 1%LEAD. S'tR U G T U R A L 5 T E E L 1. Steel molding strip Standard 20-gauge galvanized steel, applied with countersunk flat-head sheetmetal screws 4 Provide all Final connections, etc. to all fixtures, cases, etc 7 COMP Y WITH CHAP "46" Q FLOG DAMAGE PREY NTION I. All structural steel shall conform to the A.LSG Specification for the design, fabrication and erection of 5trvcGral steel For 8 -Dint Treatment Standard gypsum iwallboard compounds and Joint tapes. 5 Furnish and Install plumbing fixtures as selected by the owner, So OLD TOWN COD ,� (T ) bolldfngs latest edRln, A5TM A-36. 6ERTIP)CJr1ON OF H Accessories. Jamb and other clips, splice plates, etc 6 All shower bodies shall be as manufactured by Moen and as selected by the Architecti"r e ,,,rwr I (LING & CON ECTIONS 2. All beams Shall have full bearing on plAtes. IO Adhesives, Standard laminated adhesives For gypsum wallboard q.q REgUIR D. -- - 3 All steel Mans resting n masonry shall have standard government anchors and beoing plates of sizes a5 Shown. IL Follow manufacturers Instructions For First class workmanship In all respects covering Installation of all steel framing, and � �- � - -- -- ' gypsum wallboard materials and components, Including preparation, layout, alignment, use of power tools, sequence of T 4 Lintels shall have Full 5" of bearing each end. Provide be°ring plates as Indlcated on plan. erection, types and spacings of fostene-5, applications of taps,joint compound, taping compound, and I'll pound I� c �f materials and electrical Items Seal and tape all joints, screw holes, noll holes. Successive cpplicatiom (3) of spackling 15-----.._.___,, 5 All Structof ural steel, bolted and welded Lanni shall be In accordance with the local Building Garde and the latest edition compound, with sanding to Oil a smooth, level true surface, without waves, dimples or other defects, ready for painting - of 6ontrladl revisions the rose stringent shorn- govern 6 steel, American Welding Society Code ad A5T.M. Specifications, In the event �� ' 12 Gypsum wallboard materials to d mounted by acersir to foam board Insulation shall , I installed using Dow General r � � I I 5 3 Purpose Mastic n II In strict accord with manufacturers recommendations for best results, including the use of mpxlmun _i 6 All steel shall be delivered with a shop coat or paint. Shop paint shall be an approved Iron oxide containing not less than GS% len tin gypsum mels Tr_,r• of 5e5qul oxide or Iron o a red lead pigment, such as 5Ec0 42319 or Rust-Olean +1768 or equal, applied n accordance g � P _ with manufacturers recommendations to a minimum of 2 mels thickness. IwW HOUSE AT: - TE_ - T Field Touch-up paint shall be the some as the shop paint specified above ,NEFEO ARr,• - - - """---"'-`-""""'""'""'1 135 ROCKY POINT ROAD, SOUTHOLD L.I. JOB# 0(4032() 9 All shop and field welding shall be performed by certified welders and any weld shall be capable of Fulfilling all testingrequirements ordered at the discretion of the Architect or engineer. 11 All necessary bearing plates for reaction of beams, columns, connection stiffeners and gaskets whether called For on the dy OWNER: MR. & MRS PETER KARAKALPAKIDIS !' (ZLVISC-O : 904/0.3 ' S , OWNER:or not, shall be provided. I j THOMAS GIZAS DAVID D NICHOLSON g r ------ - 40-24193RD STREET 718 357 77T AUBURNDALE N Y 11358 ' II 6010 I - — ---t'3I-4 '. — --�'— -- 151_4 121'4' 1. Ilp -fi- ll ISO 'ii-214'0 I%10 =19! � � �) � P v '• J I II II I v 1 0 XIX 3-opYIG�— � � � � - _q .o+�-b-- - - — -` a�) z o'x3 DI y^ o I >N �, > , ',ua ♦I 2� y .l d c 11/u ��� "I'I� .1 ��lyz 38 . ?w SUP r Y _ 7 19 •0 — -- - 14-� 3 12rs11 p ll " Y 6dI 41 7i� — —'S — — - - WIOy-3o. �� 10 �i0 h _ 0 'O �� � _ � T_ J z I- I a 2'zl2 el��e.c m . I 0 1'/ ° SRI SN• n II 1 u � . 1 00. IT Ir� oKid -O u V I' A hl _ / 41 � �+1V Go1� MNlo �la7 ✓2 ° o sLaa �l� 0 6 -t o ro WIdM• o I 40 1Cj✓ I ° ° � � I I al� _0 — 754 A„I,LO l tl II Cf `f l9 4 D" "t 117 33 2�1� OX30 •P . 'IL � � � vY "___ .— I � , n �. c I r� r. o NW ro� 1 — - r — .9 'TO W�'hOob i 19 X J.J }' N X L I lo'klo' X �4'� - o N �Q II o „ CTYP) L J oFlo x q13� _a x X ' r. I .I 0 x PLUMBING RISER DIAGRAM, ,. - - pp• LA' 'oY n ' c T — — N > T - I oIN , I u IJI�Ea ip /hfE7 n Cv 12 Yn x I I o 2 I ' a '•' -- — — — — — — — -- - 3/8" THICK STEEL GHEGKER —�. \m N r • c �1-yl ,N 7S I fr>L' PLATE C- HANDLE ON HITH 3"F.A.I. -210• I - 2x I o" I r _— ' L e �— - - - - 0 2"x$/8 57EEL FRAHE.� _o - m vb"DIA. X.H.G.I. IZ„X1211'(', G, F}J.Ir-- SANITARY LIN L _ — — —� ZLET j' coofl 'Iq - WATERPROOF H05E TRAP. MEMBRANE. HOUSE TRAP DETAIL CELLAR AND FOUNDATION PLAN NOT To SCALE ; 1/4"=T-0” Iz"xlz" 7c9�E /ss}I ctuP �U'IroMdNIJ/�l.�h#(�O� UUT INA AHT),I N -- - 4V"*rT-E NEi�'a C�21�v6, , rJouf .•' : NEW HOUSE AT: I _ Lj y �gAe A 935 ROCKY POINT ROAD, SOUTHOLD L I JOB# 060320' NTS, �q 4 I o�5oe w • �� --- __ * OWNER: MR. & MRS PETER KARAKALPAKIDIS I ' THOMAS G.G BNICHOI-SON 40-2419319D STREET 718 357 7717 L.— AUBURNDALENY. N Y.11358 ­4 'lap y I�lo I if w 14 2Y'10 'Flu N 'LY.I y 2y-10 [•allo0 _ @ rj IG 1\ C e I lb lyl -o I . I . 2X10 EIL OG 21C 10�1 �04 - - o T� ref U X N °� 'NG N - \ nzN zX1Z N I Abe v I 1 7— — — — — — — — — — — — -- -- - -- l - -INi 5-5%4C'�.4•L�OS°) , - -- .r_ IS,'Irk L `— rpoF 2 —e - _ - - r V _ o - -2112 N�=04yodV F+I�. LO '�M III yy M D rf6E% EEb�O 4 6 ` � 243 • - I � - �� (\J I In L� lU o ROOF PLAN T i scale 11811=T-O' o 9 f�El, bJ 1 ^ _0 ^ g AsPl+r�l,T sI�IIJGI.Es �',"' — '� N I -.a � � �2 04,33• s'FJ, ",' _N 1 "° � m � ,x 0 �N �IIkI F��I,° n�K Oma _ �c �� �- «F � 43sF4tiAs ) Fllalsl' ;; D Fn'i1GH a M M� �TUcoo \ — Sn� sN $' I 1 � meq,. n � �'•[ � --_ - II i u I � , S GL�1/7 I . ilOpP 'JIT' `-11-✓;S -/O i_O I .I . ' ' ' 2—� ._vx_ ti Pap +pLrZ lE5 , ' ZIfO 2. -51 929F�. [ 13 •ra Z. S 'C��, -- _ n - - --- �` lor3LE I GuF�E L 5N4Y�'-tet: ,I � tvC�C'?' SThla2wt�� g1PLu SECOND FLOOR PLAN 'S � LIVII�•GI ��M I�I�i�nl� I I pp 1 L --- -- J -'-7„ 1 _2lrfla �-5/91G �FG6P 9'/zlliJsuu+Tlo I 3- mow I I P IL Gol P-�.TE ' rI A 1- I I � W �'7EIz�P�K� o G�i�LOa�Z „ ; Fvupprlotil I I I TJ 1_ 1211�tw� � �lbLL.. `—t �IGaaG , SLnp 1 - �u ��aTlorr � IoXIn _ ra�, � I \�'P I'U .0 'n1 f.1 .21 X11- �paI• I NEW HOUSE AT: SECTION A-A �tED ARO 1935 ROCKY POINT ROAD, SOUTHOLD L.0 JOBtt 060320 ' �y'� 9 NIC �iJ. _.--'---__•-__—._-,--•-•—•- ---„---•-"-,---f-- � — 114"=1''`0,1 z OWNER: MR. & MRS PETER KARAKALPAKIDIS �v�sra� alzsib3 C� THOMAS GGIZAS/DAVID B,NICHOLSON 1 _40-24 193RD STREET AUBURNDALE NY,113513 718 357 7717 -� - GMERAL,NOTE$' I ' 40 CON5TIWLrok OK OWCIlfION WDRF TO COMMENCE"CORt ApL11DING PERMIT HAD PON,155UC. J mS QEM4JXERNAS NOY pILN PLANS r�AINCD,rOR ANI CONSiRUCrION RVICW ANpA']R MSP[Cf10N INC OS,5IGN[R5 RC5POH51NUV 15 VMITM ` TO Tnr COHILCArS mtl[OF I RGA1 w"+ONLY. 3 ML RK SH11L CO4FOSARelloo PAIDENTIAL COPS Or NEW 4UNR 51nT(AND SXUL CONSORM i0 ALL M[RECOMM[NWiIOxS AND . REOp14MEN1S 0l ANY OrrytFAlYfn�Lid HAVING JUN4WGTION, THE CONiRACROR SHAD.OBTAIN..ARNNGf FOR ALL REQUIRED 1' nwao.,x5rLCTIfMS GERMk'AYCo,TEST51N10"SIJRVEYS. ,. w3NPv{LpAff/S,VEfFIy n ' a iHtCOMRACTDR}pAµVl..2(f.AVL rJ10TIN¢COHpINONS Nb pIIM[NSION54fPORf DTMTING EONSrRULNON ANO 5Nll xOTIrY NCM Or RISEN& ffASIIFiOBF rGm O ANY N.IBIGMftIE50RDL7GR(rNIC ]BHOREIlf✓7GGSGxG W1TKME WOKS, IF ANY WIC51ION5 AR1Bf 4ErORSQR DOWNG COxSTRULTION ' NWFDPR'ODB.OTNE1lJFG RR pion Str4nB'TIe UtOT1C INTCNYbRIXTNL•l Or¶RD YFIE CONYMdIpR3nµL CNL NCM rea,CIA yCATION ANgSiR IN]TRUCnOx5. IF The P'WWC� r` co��RA4iOIL YNy�rtD![E{SO4l THEP DIN6>:IWC[DUPE,Ht uiv,4LAeL CTMCRtSrnx•UIE10ttroRMe Gox5000MCt5PFHL5 RAFTER TO RIDGE p I I n ACnON4kNgpA gtlG]WN5. ." .. •!'n S_Co ICO lO 121-lnl' pi(�1 5 COST rORl!'Kpr11tx4Vlitee froMCwMee,wTm NiR,C8u1Re0 UClwjC5.Irv5uRnuce cunrlCArts nNOlxsuRwce covexnces „ I' + 1./,D Gy/• 6 CQNTmE�TCRxlu9T YAR AD.WCc65ARY rmSCAUDONS ANp M.'f(OM5 io WCGVArN inC RUIO[NC[ANO IT9 COxrCxiS(ROM iH[ ti M� i0 Pi?IGiG I Ur I! DILL CONpiw6TION - - ` II / 1 n 1 u I u P II N q t It 7 GON1RAGTMEN AIµPOUQN HyhVNVCNF'iIJREtS'Y'CLS roR1nNX5TNGTION or[DUIrmeNT rtowc75 AND 5YJreM roUIPMENr !• 5 D'• `S•� J``' II II I 4 pce wunp 17, o _Cr �C a Ca o x 2'q -p �O X� ri 3 'o Y o ^o < [i 3 -✓ X q O I - B rn[OWNI,R'j.•INIFRIWWt rOR TMK'8UF[R4IBIGN Print CPN3rRVGTIONSWRRTO M5URE COMPLIANCE WIin int CONTR•Lf t .t'v pC i0M0'WfFDnFR11" 1T p 3J •. C DocuxENr5: ' - n °w�•'+A s -I I" 6'- I I' — -- 4 0. '5 y' SEEap % .27 54r 4G,+•. 6 -1 y '1j4. s NO DN•WTNO5Ik44l BE 5GAtLW DAY WIDEN GMCN51ON55HALL BE u5CTT I 10 ALL LUMFCRfOR JdIBTS NID R•Xfp4U'BXNL ES omm.mxn nAVINGAMIN-RCRfIPVI ne[R STR[SS Or tl50r5.I,MAµrD YRIDN TO lQI. S, SF� C�I, S ±F) - - 1111 C15• "J��F/ � 15.30SF� CI Cj.�jp SX� p11.NCNY TO JOS CIO,AAD{ MIN.OEARhM Or4•IMN1E55 PTMEmWT9EN01Tp), Lo p - - _ / ' nI�L Rt�CiWC WDI(F3fALL PLS ISRCOMIfDIN SFW COMNµG[yAYHinC RUIO[MIUCOOC Or N[WYORK STATCLn.VT[R5333N,3h, `L Z•• 8 11 FC,Lgis 02 _ TC IC vl l"OSS SY 36:37.54,3].,oArW m2NID Au.vrutAdl;LOW.cmtS. � Z2.99 S'c4 6� C11.2S 5'G � (f1 , 25t'F'GlA � LII.2> SFGcA 12 eLEerWcu uxoERwniER's ctRroflcAYE]HALL9DD41n1Nco N+6 PRFsexrzp ro me owxcR urox wurlETloN or Au euerWcu wpw. 3HEATHIN�a ATT,4CHMENT•DIAGRAM __ _ _ _ 13 NL RUMBIUG NPIIR'StW1DS r4RrP_W[Co tH rerR)Li DfNANMIC[Wllh meRLalpexnALeope or New raRR sikr[ CHATTIC"25,26, - - �• 27 24 29,30,31 Au0 32 AW N1 ArrpeVlS yJCU LOpFA M'9 nGLin O<4ARiMCNT MWIR[M[Ni5 Slnpson Strang-TIF 1a' .AREAS W1T1llN"IMPL60M TO Of•JJ4'.WAYSF RUHOWNT GYr5UM CLAM, H2.5 __ ••rLI��II ,1 y5 INSpNR ALL MINING,AND OWLTRYOW IN ki11C AND CRAWL SPA4IC5 MIN •IN5pUTION GN uL DUR5. 1. /2'1N51TGTIOx ON ALL TICINO RAFTER TO TOP PL'A,T ri - - - f - Y.'NSUNLroN ON A4t WANE CeCHN"CHImy CHILE; AND FIN1y,f AN.WHODWIN AND DOORSFAM"EALLNEO, 177= - y� �I �^ y 17 INSTALL MCtAL rIN504id AROUND UL FOOFISNdLRJHF14N9, , '— - Pad �4 ryQl `//ClT4F1 ' � ��•, '9 1i uuu /y (/ ./ 1 ,d FR lm AND INESTNIA MOLDINGD,51LL0byooez AND mm AROUND ALL WNWWCi C ODORS A9 Re0UIREO - ?f� I Od I 3 .71 Sr `�Z* ZC 21 ALL G9UUTON.m1lCn li CMAplC 01'ADSORdNG wAitk,SM ' _ _ n 1$ Mll COIARS nNp NN15W[5.RF SIWL4[3tIECrtG 4Y0W1Gt y p ;O AU WINDOWS,AS 5mz(;Yw pY OwuIR SCALL HkRICHIGM P2WIORµwGE 1N5UO.Tm Gess. ,�!T� U - _:.r- $i,00 Z' OPIZ 1 " L )[ta' IUGj, NCOW9 irIArSCR`R AS EMSRaCa r6RE55 MV5r GoMrLY Won PC I o or NCNY3, LWpfNI , /� -_T� zz N,ix NLBcrROTECTeDGrAvuoR5CONTINUITYOfD%Tn[ NATriWAR1I IPpfR _ ,.1' cpJ —a _- ,�_ y.ti+E 2' - Y �, _ _ — \ y SIM rH THE 1NBOGTIOMJ IN5UOiiIPN'"'N'De INSTNleD lry SUGn nMANN[RiMi PROV DES CONTINUITY Of NSUInTIOx AT rur[5 � . UNE] 9114 41N[B ANO CORNERS A5 rIRRm2D AND BLOB Or RCN15 - 0 1 23 kllrWxbAlloNA�p Snµl lt¢i 4NUNDIaTVRBCP3014 Pr xY1ppNNgq PER9011ARCrWiOCAWNG CMILItt.CONTRACTOR 9nALL Hove me J1 O ' 4j m (\� BAR[ _ _ i J 2 1�/ (�t r• `✓'10 i L. i ' tSVCL OIO xG TMTh YCNPISP 1HiTlC flCIDlRIOR TO GON4YRIICOON \VT. .I V .- .. ------ I I I� N f 11 {, CI 1 � r�� Sr , 25 NL WQMSHALL CONPOIV31b inCRL UIIIIMCMSAHP RtCOMM[NOATION501 ACI-3p 149'SRCINCANON5 rOK 5TKOC1URAL yy .`` - - - ,CON pALOING51RB4WrORGNG SRtI'BXNL CONfOI1M TLI ASTM M615 Gmr.,O. NL fOUNOANON55NA RIM " _ y��\ t I-- - .AE. II II r iD (�1� v1_' `` u'ALtwA YntrEco lkFiD gwnrILMNG. V a' -TTI—`— V 0 2.2.-812 .I -� p• \\\ h 29 NL mxc faLL4Rgtpll c0 r12RM{onvtM c.90 rpR GIWle^rr uxnB vnm MtSA'MORrAR. ALL MABOxwr wDtK snuL coxrown __ E __ 1 O 61991]9 rW NDCW RU95 Mf RINPORPN4t RYO nEk WRM N1.0CI rROVDC MA40NRY ANCHOYS AT 6• 1 0'.0-,k1 Atl<WJMN 9MNPmELe MS AND UxEe br MLIDGING i` ` _ R7 1 I II O �� Lb ALL MA4GMRY WORR 3hVY fYJNM1'1WAi0'RGOG'RGO2 RGW 1tG11 AV0 R/030r RCNK. 1 �./9 IL I 1 \ `LICA t �,O•L 1 II 27 VALIOTEV,WORK SNAIL COM'OMI IP THERCfMIIFEIAENTS Or THF N5C'B[LCINGkr1pN5 PORTNt DOGN,rABWCArION k 'PECTION OF 11 W _ _ _ __ _ _ .- FEEL ME WIWING3, 511"L 9fikLL�CONrbRM YQX5tM M36 AND A501. ALL CONNeCTION55nALL U5r 325 NO HOT', R M tiYt.�. 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'Tj=� � ,� // � �3� _ � NEW HOUSE AT: iln _ { I n i" � 1 lY' CONT CONCRETE FOOTING _ LI _ II_ I� I.1Sj-l�-ILII . Imo=" /i-°� �1":, ' � ILL�IITII�.TH11-11� d � o�� > RCS,TNG ON CLEAN UNDISTURBED �' � � �' EDAq � �� S�EQ Cys 935 ROCKY POINT ROAD, SOUTHOLD L.I. 10B# 060320 CLEAN UNDI5nr�eC — SOIL 2 TON/SF) OR JG 0 e w T VIRaNBETTER SUBJECT TO INSPECTION Qoho * OWNER: MR. & MRS PETER KARAKALPAKIDIS CELLAR 5LAEB DET 41 L. CONCRETE FOOT DETAIL r. - _ = '� _ _ ' z� i�h JJJ SG1LC C/'r =1 '-C , _ _ _ _ � _ �.� THOMAS G.GIZAS/DAVID BNICHOCSONi / 40-24193RD STREET AUBIJANDALE N.Y.1135B 718 357 7717 -- f