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HomeMy WebLinkAbout28277-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-29282 Date: 02/27/03 THIS CERTIFIES that the building ADDITION Location of Property: 900 SOUND BEACH DR MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 99 Block 1 Lot 8.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 13, 2002 pursuant to which Building Permit No. 28277-Z dated APRIL 15, 2002 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITION WITH TWO CAR GARAGE TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to GEORGE & STELLA KALOGERAS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 67258C 02/26/03 PLUMBERS CERTIFICATION DATED 05/03/02 HOWARD E WOLBERT ut;a rized Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 28277 Z Date APRIL 15, 2002 Permission is hereby granted to : GEORGE & STELLA KALOGERAS 157-01 18TH AVENUE WHITESTONE,NY 11357 for CONSTRUCTION OF A GARAGE ADDITION AS APPLIED FOR WITH FLOOD PERMIT at premises located at 900 SOUND BEACH DR MATTITUCK County Tax Map No. 473889 Section 099 Block 0001 Lot No. 008 . 001 pursuant to application dated MARCH 13 , 2002 and approved by the Building Inspector. Fee $ 392 . 20 cf Auth rized Signature ORIGINAL Rev. 2/19/98 S/6 3a� y1a� Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT --- TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY r This application must be filled in by typewriter or ink and submitted to the Building Department with the following: t__ 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 I% 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. oq7 O 3 New Construction: � Old or Pre-existing Building: (check one) / Location of Property: %0 6 -re",+ /fj� i �v!/,-- House `House No. Street Hamlet Owner or Owners of Property: SSR f �.re� 7 GGr g Suffolk County Tax Map No 1000, Section Block ( Lot �• Subdivision e � /C11 1e( <� Filed Map. Lot: Permit No. � 2 77 z- Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: /✓f Request for: Temporary Certificate Final Certificate: `� (check one) Fee Submitted: $ J_S' Vo (2Q C, CC A plicant Signature gOFF04C Town Hall,53095 Main Road ' ' Fax(631) 765-1823 P.O. Box 1179 .fi Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Dater ��— Building Permit No. c29- - 4xv7� 7 2- Owner: ( Cc1.Ytt S)/ e e U/f -S (please print) Plumber: At'lap ?5- �jfIOLB� (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plum ers Signature) Sworn to before me this day of Notary Public, —Q County) MARIE A.WOODS Notary Public,State of New York No.01W05031860 Oualdied in Suffolk County My commission Expires Aug.15.20-4A FROM ELECTRICAL—INBPECTII_'N—SVC. FAX N7. 51B2966GH3 r. r ,v rlevirical Inspection Ceri4 c cue Issue Data Eloclrical Impaction Service.Inc. Application 2J7tif?0p5 375 Ounton Avon" 6/2"SC t East Patchoguo,Now York 11772 T `< Issued To: Georgo KoloyeraS Street: UUU Sound Beach Village: Mullituck Zip: 11952 Town: SOOthOld -W Section: Block: Lot: xy Contractorsera Aztec Electrical Contracting Corp. Lie. # 11 ' Was axam'o,j mW Wein 1+11).nl:I nal limn)'will)111.NaLloliAI 1-11 wirlfAl 01,16. �I,},•I� Commercial I NV Defects IX Pool IXI tat Floor IX! Inrtoor Basement i Hot Tub XI aasldolmal I Del.Garago l Attic IX 2nd Floor AXI Outdoor XI Addition Survey ,•r Switches Rocapluch+s Fixtures GFt Heafors A/C "- ,1c E'�g 22 27 19 Z � Dishwasher Wa9her,'Arnps OfyariArnps Oven Rauge/Arnps Microwaves 1 2D 1 20 "'�:'ti�•� "• Furnace oil Gas Circulators Smoke Detector boll rranstonner ,lv n_ Meter Amps Phase UG/OH JACI/l Z% Television CO Dctr » Bldg. Ilermi!: Other Equipment 1 r33�K i2-AC RECEPIACLF 4. Hugo S Surdh a President " f.nayh 111SPUCLIUr'1 0911U/2002 InFpngq` Fd Sr ntrelli d f:u:il ll N)cllion. o+�,S/inll9 InspetWY'. (Ionlln+:Wu.Lh + i. Tlflr,[erti(ua+lu nun•I nol V'•rdlrVrxl ul,:ny mNPnar h,9+:u1:l%1%'m11y 60 id(101iGed Iry)roil r.rugr'111ia1r.. O cJ�rJffl3L3ffl3 WalULTrL3rc3i III 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET -- NEW YORK, NY 10038 e� SCERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 55 5 5 PECONIC ELECTRIC CORP GEORGE AND STELLA KALOGERAS 5 2195 STANLEY ROAD 900 SOUND BEACH DR 5 5 MATTITUCK, NY 11952, MATTITUCK, NY 11952 5 5 Located at 900 SOUND BEACH DR MATTITUCK, NY 11952 5 5 5 SApplication Number: 1143545 Certificate Number: 11435455 5 Section: 1000 Block: 99 Lot: 01-8.1 Building Permit:28277-2 BDC: NS11 5 5 5 Described as a Residential occupancy,wherein the premises electrical system consisting of S 5 electrical devices and wiring,described below, located in/on the premises at: 5 Attached Garage,Outside, 5Pal S 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below,was found to be in compliance therewith on the 30th Day of September,2003. 5 5 Name QTY Rate Rating Circuit L%e 5 5 5 Service 1 Phase 3W Service Rating 300 Amperes 5 Service Disconnect: 1 100 cb 5 5 Service Disconnect: 1 200 cb 5 Meters: 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Sea, 5 5 5 5 5 5 1 of 1 S 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. Miannfiml S 5 5 ��'ffio1 7F. Butler, P.E. 20 Overhill Rd. Shoreham, New York 11786 631-821-8850 Licensed Professional Engineer Member National Society Of Professional Engineers March 12, 2002 Town of Southold Building Department Re: Kalogeras Residence 900 Sound Beach Drive, Mattituck Pm Sirs: Please np*the following concerning this application: r. ftsuant to the FEMA Substantial Improvement Guidelines, I have reviewed the existing dwelling and find the value in place of the dwelling (fair market minus Ltd value) to be approximately$250,000.00. Further, I estimate the cost of construction for the proposed addition to be approximately$40,000.00, or 1b°1w4 the value in place. Please call if you should have any additional concerns about this application. �ressr,.: cerely, VY" * . J u er, P.E. : .` `��VCVV Jtffftl. Butler, P.E. 20 Overhill Rd. Shbreham, New York 11786 631-821-8850 Licensed Professional Engineer Member National Society Of Professional Engineers March 12, 2002 Town of Southold Building Department Re: Kalogeras Residence 900 Sound Beach Drive, Mattituck Pear Sirs: Please npw the following concerning this application: •' Piii•suant to the FEMA Substantial Improvement Guidelines, I have reviewed the existing dwelling and find the value in place of the dwelling (fair market minus land value) to be approximately$250,000.00. Further, I estimate the cost of construction for the proposed addition to be approximately$40,000.00, or-1b°/wof the value in place. Please call if you should have any additional concerns about this application. ��,�IDnas.. cerely, j tir, �rj • . J er, P.E. rPV�wcrwe Jeffrey T. Butler, P.E. 20 Overhill Rd. Shoreham, New York 11786 631-821-8850 Licensed Professional Engineer Member National Society Of Professional Engineers March 12, 2002 Town of Southold Building Department Re: Kalogeras Residence 900 Sound Beach Drive, Mattituck Dear Sirs: Please note the following concerning this application: • I have inspected the septic system as it exists and found that the system meets the requirements for a 4 bedroom system according to SCDHS standards for a single family residence. Please call if you should have any additional concerns about this application. .5_ Sincerely, _FT f 1 `"" Jeffrey T. Butler, P.E. r ti � r New York State Department of Environmental Conservation Division of Water, Region One Building 40-SUNY, Stony Brook, New York 11790-2356` 4 , low (631) 444-0405 • FAX: (631) 444-0407 Website:www.dec.state.n .us Erin M.crony y t.l ? 9 Commissioner October 23, 2002 Mike Verity-Chief Building Inspector Town of Southold Box 1179 , 53095 MAIN ROAD Southold, NY 11971 Dear Mr. Verity, This is in response to our field investigation of the Kalogeras residence at 900 Sound Beach Drive, Mattituck,New York. A review of the flood insurance rate map indicates that he property is located on panel#36103CO139G in a VE zone with a base flood elevation(BFE)of 13. The house was built prior to March 1980 which, in the Town of Southold, allows it to enjoy pre-FIRM status unless it is substantially improved. The house has a concrete block foundation. , A permit was granted by the Town of Southold for an addition to the residence. The addition was to be properly elevated on pilings with at grade parking below. I would meet all current VE zone building standards. The addition was to be connected through an existing doorway with no other work to the original structure. It was discovered during construction that the portion of the preFIRM structure where the connection was to be made was in severe disrepair. The homeowner's agents took it upon themselves to dismantle and rebuild that portion of the house,known as the foyer. This included pouring a new concrete foundation. No permits were sought for this additional work. The additional work to the foyer has brought forward the question of substantial improvement. The original proposal was determined to be not a substantial improvement. Even if it were,the limited nature of the connection to the preFIRM portion would make the final configuration NFIP compliant. It has now become critical to determine whether or not the construction constitutes a substantial improvement. If it does,than the structure will loose it's preFIRM status, and will need to be entirely elevated. Depreciation of the market value as well as inflation of the construction costs due to the foyer rehabilitation require that a new calculation be submitted to make that determination. This calculation must be certified by a licenced professional,licenced to practice in the state of New York. Please have the applicant submit this certification. A final compliance determination cannot be completed Until the pre/postFIRM status is established. However there are a number of items which will need to be addressed regardless of that status.. They are as follows; . 1 -All utilities, including the service panel and meter pan,must be elevated above the BFE. 1 �r 2 -Certify that the space below the elevated portion of the new addition is constructed A w sting breakaway walls intended to collapse under wind and water loads without causing collapse,,$i errt, or ether structural damage to the elevated portion of the addition or supporting foundation s 3 -remove the laundry facilities. The space below an elevated building is useable solely for puking vehicles,building access,or storage. 4-Certify that the swimming pool is adequately anchored to resist floatation and lateral movement during conditions of the base flood. Also certify that the location of the swimming pool will not act as an obstruction which will redirect flood waters into nearby buildings. If I can be of further assistance hYfftis matter please feel free to call me at 631-444-0423. Sincerely, Eric Star Environmental Specialist '^ a )-I 3/4" ID RGE „ _ � A FOY9K,,, EXISTING BEDROOM m / •\ (NTS) m IN 7" , p • A / 6 RR R.R • IL O. , • y, p • ZdXI HDR. �• Q, ISTI N N i,Zn r m X O J PROVIDE BREAKAWAY A 11 VSA' RI. F.J. JOINTS AT ALL NEW TO EXISTING CONNECTIONS L 4 n _ -n ;u < � LL m 3 QYQU W z Z ,II 1/8" TA 350 Ib' O.C. U o O - o 0 > PROPOSED GARAGE .ten •► U 5/B" F,C. CAM ON WALLS X A � z_ a AND CEILING PER CODE 0 D m 10" DIAMETER m WOOD PILE. TTP. c N BOX OUT AND WRAP WITH 5/8" Gm a sibs Yo MACE/el cSO! r--——— ————— � m A -- L mn S sn. rs+Ys ~ N-4-M— M4\lY. e•N N Ma '� + N•�) MV IF1V m Elof • E7<I6/NG WT11MG N 01 •\ Nni FO7 i ( \ WD, DM wr °D N b I PN W DMOINO T S � b � /W/C�MgiYFY �IM7SV.S�- i11•�N YL Ir TO �T.Y tNf61gM 4 !VIR PROP06®A�eYI � �• Y C tA'{LMa1WW � Y r piNallN �OYG.....f. V .aww co r FA 8 C.OGA, PLUMBING RISA¢ VIAGRAM (NTS) _ ti F !O Ny GARAGE FLOOR PLAN m PROPOS®GAIMAGE MEA•bX Sd FT. fe •f Ur 'SIXrr Co M�viMi.7f11 cop[ U II' i APPLICATION a PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1• GENERAL PROVISIONS (APPLICANT to read and sign): 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO THE O KNONLEDGE, TRUE AND ACCURATE. (APPLICANT'S SIGNATURE j 1 1�� za DATE 4-"O" d L SECTION 2: PROPOSED DEVELOPMENT (To be completed by APPLICANTI NAME ADDRESS LEP NE APPLIc-1 -�� e� BUILDER ENGINEER PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark_ A sketch attached to this application showing the project location would be helpful. FDP(93) APPLICATION _ PAGE 2 OF 4 DESCRIPTION OF WORK (Check all applicable boxes)- A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE O New Structure O Residential (1-4 Family) ET'Xddition ❑ Residential (More than 4 Family) ❑ Alteration ❑ Non-residential (Floodproofmg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolitions B ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S s•s B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) , ❑ Drainage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Construction O Subdivision (New or Expansion) ❑ Individual Water or Sewer System ❑ Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3: FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. Dated The Proposed Development: ❑ Is FM located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Arecpp _ FIRM zone designation is //L' /3. 1110-Year flood elevation at the site is: Ft. NGVD (MSL) O Unavailable ❑ The proposed development is located in a floodway. FBFM Panel No. Dated ❑ Sec cl 4 fora tonal instructions. SIGNED 'G �` u� DATE JEFFREY T. BUTLERp P. E. 20 OVERHILL RD. SHOREHAMp NEW YORK 1 1 786 63 1 -B2 1 -8850 LICENSED PROFESSIONAL ENGINEER MEMBER NATIONAL SOCIETY OF FRUMESIONAL ENGINEERS O ober 9, 2002 V Town of Southold Building Department Re: Kalogeras e nee 900 Soun i, Dri , Mattituck Dear Sirs: Please note the following concerning this application: • Pursuant to the FEMA Substantial Improvement Guidelines, I have reviewed the existing dwelling and find the value in place of the dwelling(fair market minus land value) to be approximately$250,000.00. Further, I estimate the cost of construction for the proposed addition and the remedial work required to the existing dwelling(Proposed foyer area) to be approximately 50,000.00, or, 20%of the value in place. Please call if you should have any additional concerns about this application. ncerely, e utler, P.E. * A r tiLP C` JEFFREY T. BUTLER, P. E. 20 OVERHILL RD. SHOREHAM, NEW YORK 1 1 7B6 63 1 -B2 1 -BBSO LICENSED PROFESSIONAL ENGINEER MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS October 9, 2002 Town of Southold Ilvv� Building Department/,),, VI Re: Kalogera Idence 900 Sound cr rive, Mattituck Dear Sirs: Please note the following concerning this application: . A field inspection of the breakaway walls as installed for this application finds that they meet The Design and Construction Guidance for Breakaway Walls Below Elevated Coastal Buildings, Technical Bulletin 9-99, Federal Emergency Management Agency. In my professional opinion, these walls will collapse before base flood conditions are reached and, the elevated building will not be damaged by combined wind and flood loads on the breakaway walls. This certification applies to the elevated section of the structure only, which rests on piles. Please call if you should have any additional concerns about this application. incerely, ffr er P.E. I - c,` 3 c1 Lv ����4° JEFFREY T. BUTLERy P. E. 20 OVERHILL RD. SHOREHAM, NEW YORK 1 1 786 631 -821 -BB50 LIOENGEO PROFEERIONAL ENGINEER MEMBER NATIONAL SOCIETY OF PROFEERIONAL EMOINEERG October 9, 2002 V ' Town of Southold Building Department Re: Kalogeras R ce Q�o",r✓' 900 Soun iew Drive, attituck Dear Sirs: Please note the following concerning this application: I have reviewed the pile log for the above referenced location and find that the estimated capacity in tons for each of the piles (1 through 9) as described within James H. Rambo, Inc. Pile Log, exceeds the loads generated by the design as required by The New York State Uniform Fire Prevention and Building Code. This certification is based upon the pile log as submitted. Please call if you should have any additional concerns about this application. cerely, Jef T tier, P.E. OF N.lv liar 5�P Q�V i New York State Department of Environmental Conservation y_ Division of Water, Region One table Building 40- SUNY, Stony Brook, New York 11790-2356, _ Phone: (631)444-0405 • FAX: (631)4440407 Erin M.Crotty Website: www.dec.state.ny.us "T 2 9 commissoner i October 23, 2002 Mike Verity-Chief Building Inspector Town of Southold Box 1179 , 53095 MAIN ROAD Southold,NY 11971 Dear Mr. Verity, This is in response to our field investigation of the Kalogeras residence at 900 Sound Beach Drive, Mattituck,New York. A review of the flood insurance rate map indicates that he property is located on panel#36103CO139G in a VE zone with abase flood elevation (BFE)of 13. The house was built prior to March 1980 which, in the Town of Southold, allows it to enjoy pre-FIRM status unless it is substantially improved. The house has a concrete block foundation. A permit was granted by the Town of Southold for an addition to the residence. The addition was to be properly elevated on pilings with at grade parking below. I would meet all current VE zone building standards. The addition was to be connected through an existing doorway with no other work to the original structure. It was discovered during construction that the portion of the preFIRM structure where the connection was to be made was in severe disrepair. The homeowner's agents took it upon themselves to dismantle and rebuild that portion of the house, known as the foyer. This included pouring a new concrete foundation. No permits were sought for this additional work. The additional work to the foyer has brought forward the question of substantial improvement. The original proposal was determined to be not a substantial improvement. Even if it were,the limited nature of the connection to the preFIRM portion would make the final configuration NFIP compliant. It has now become critical to determine whether or not the construction constitutes a substantial improvement. If it does,then the structure will loose it's preFIRM status, and will need to be entirely elevated. Depreciation of the market value as well as inflation of the construction costs due to the foyer rehabilitation require that a new calculation be submitted to make that determination. This calculation must be certified by a licenced professional, licenced to practice in the state of New York. Please have the applicant submit this certification. A final compliance determination cannot be completed until the pre/postFIRM status is established. However there are a number of items which will need to be addressed regardless of that status. They are as follows, 1 -All utilities, including the service panel and meter pan, must be elevated above the BFE. i 2 -Certify that the space below the elevated portion of the new addition is constructed with tv6fi itipporting breakaway walls intended to collapse under wind and water loads without causing collapse,dio6Cement, or other structural damage to the elevated portion of the addition or supporting foundation s�EtA. 3 -Remove the laundry facilities. The space below an elevated building is useable solely for parking vehicles, building access, or storage. 4-Certify that the swimming pool is adequately anchored to resist floatation and lateral movement during conditions of the base flood. Also certify that the location of the swimming pool will not act as an obstruction which will redirect flood waters into nearby buildings. If I can be of further assistance id this matter please feel free to call me at 631444-0423. Sincerely, Eric Star Environmental Specialist I ,/coo 19: 15 51G29F59GR JKOI-0ALSKI PAGE 01 New York State Department of Envifonmental-6oa4 servatian , Building 40 -SUNY,Stony Brook,Nam k I2 t Telephone(631)444-0365 1b17 p z:VI ,_�._ .,, I p Facsimile (631)444-0360 F— John P.Cahill PInG. CE'T. Commissioner TIDAL ET 7 ISVICTION July 27, 2000 Mr. George Kalougeras 900 Sound Beach Drive Re : UPA#1-4738-02715/00001 Mattituck, NY 11952 900 Sound Beach Drive SCTM#1000-99-01-8 . 1 Dear Mr. Kalougeras: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that : The property landward of the 10 ' elevation contour on a gradual, natural slope as shown on the survey prepared by Joseph A. Ingegno dated 5/28/98 last revised 8/27/99, is beyond Article 25 (Tidal Wetland) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act . Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to eneure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal wetlands jurisdiction which may result from your project . Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i .e. a 15 ' to 20 ' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Blease be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permit pprovals from other agencies . , , cerely Jahn ielan LJS Permit Admiator cc !BMHP L_ Kowalski/Document Service Consulting Co. Pile STATE OF NEW YORK ) ss: COUNTY OF SUFFOLK ) Za 'i c/X,- , being duly sworn, deposes and says: That deponent is over the age of 18 years and resides at That on the /3 dcjy of oe i -aeponent architect/engineer, licensed by the State of New York, hereby states that s/he accepts full responsibility for the accompanying plans compliance with the New York State Fire Prevention and Building Code (9 NYCRR); said plans pertain to property located at SCTM# 1000- e , street address2OV 4r 'te sneer / rn to before me his day of i�Di vCy� �U V 2 Notary ublic WEA NO WU , LM 3 cc: Applicant ;rt J. Krupski, President QOFF04, Town Hall j nes King,Vice-President �.r��• �Gy #,53095 Route 25 Henry Smith o P.O.Box 1179 Artie Foster C* = Southold,New York 11971-0959 Ken Poliwoda �ZP �yC Telephone(631) 765-1892 1f�� Fax (631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 20, 2000 Ms . Chris Rivera 250 Sound Beach Dr. Mattituck, NY 11952 RE: GEORGE KALOGERAS SCTM#99-1-8 . 1 Dear Ms . Rivera: The Southold Town Board of Trustees reviewed the survey last revised September 16 , 1998 and determined that the construction of a patio and the conversion of the garage to living space to be out of the Wetland jurisdiction, under Chapter 97 of the Town Wetland Code. However, any activity within 75 ' of the Wetland line would require permits from this office. This determination is not a determination from any other agency. If you have any further questions, please' do not hesitate to call. Sincerely, Albert J. Krupski, Jr. President, Board of Trustees AJK11ms BUILDING PERMIT EXAMINER CHECK LIST DATE ISSUED: !02 DATE REVIEWED: -tj&/02 APPLICANT: Kpt,� �� DAASUBMITTED: 3/13/02 SCTM# DISTRICT: ]000, SECTION: —2BLOCK: _-/___, LOT: g, CAAO&vr STREET ADDRESS: *0 SQu�,/fa Br'>CN CITY: l�l�r D-ry� SUBDIVISION: Xft PROJECT DESCRIPTION: � T Tib ESTIMATED PROJECT COST: o RCHIT / ENGINEER: �, FAST TRACK? ESS SINGLE & SEPARATE CER`ITFICATION-REQUIRED? NOTES: LOTS 40,000SF-100-24. Lot recognition.(CRREEATED before.June 30, 1983),UNDERSIZED LOTS FROM JAN.1997 100-25-Merge,(A nonconforming at any timc after 7/1/83: ZONING DISTRICT: �' �6 CONFORMING? �O REQ. LOT SIZE: n o ACT. LOT SIZE:2L44-o-REQ. LOT COV. 10 ACT. LOT COV. r REQ. FRONT !/d PROP. FRONT,*, RE" SIDE s ACT. SIDE 2 REQ. REAR p PROP. REAR% />6 � WATER FRONT? E% ESCRIPTION: L 1 S� D PANEL #: -132 FLOOD ZONE:VE ! , APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES o(D(BED #):,DTE:_/,/, PERMIT#:R10- TOWN SEPTIC RECEIPT: Y o ) NEW YORK STATE DEC: PRE-UEC 9/1/7-*(C(or NO Ali t 2!p2 _�/271oa SOUTHOLD TOWN TRUSTEES: oNO AJ✓ / //6 TOWN ZONING BOARD APPROVAL: YES o1C2?0::' TOWN PLAN. BOARD APPROVAL: YES o(25-0 TOWN HISTORICAL PRE (SPLIA): YES or NYS ENERGY: YES OR 10 EGRESS (18 H min.? 4 sq total) — 4 VENT (SQ. FT. x 4%) `/ LIGHT(SQ. FT. x 8%) BUILDING PERMITS OPEN/EXPP D: BP -Z/C/0 Z- HAVE PRE CO'S : Y OR N BP -Z/C/o Z- NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: �2 SF SECOND FLOOR: 6�Z SF OTHER: F INIT OTHER TOTAL TOTAL: vSF 'I FEE,EE FEE FEE r 1. CYM� _SF)- ( 9jV SF)=_1. � SF X $ •3d=$ lg2•za +$ �� V +$ _ $ r�v -F / 60 '- 2. ( SF)- ( SF)= SF X$ _$ +$ +$ _$ 399.-mac) M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ �] ROUGH PLBG. [ ] F NDATION 2ND ( ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS:© 4 ` 4L DATE INSPECTOR 2�77Z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ZFOATION2ND [ ] INSULATION NG [ ) FINAL t REMARKS: 04 Af • DATE if 1/ INSPECTOR X)-7� M-lW2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ]�ROLBG. [ ] INSULATIFOUNDATION2ND ON [ ] FRAMING [ ] FINAL [ ] FIREPLACE & HIMNEY REMARKS: -Ac-"SSS DATE `� �a 0� INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIM_NEY REMARK / �/Cf-(SfVf U ' C � DATE fl O k"" INSPECTOR I 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSYAAMN [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: a DATE of ©J� INSPECTOR / FIELD INSPECTION REPORT DATE COMMENTS Cc FOUNDATION(1ST) u --- ----------------------------- - - - C�Z. FOUNDATION(2ND) - - -- z c ROUGH FRAMING& PLUMBING INSULATION PER N.Y. ��J f �Y �/ `�,/,/,, /J"�OJ✓ ate STATE ENERGY CODE FINAL ADDITIONAL COMMENTS Q 9 m 0/30 O.Z b o 5 d 7 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMEN F Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �� Survey 02 PERMIT NO. Check Septic Form miN.Y.S.D.E.C. Z Trustees Exaned � 20 Contact: Approved ` ,20_ Mail to: Disapproved a/c Phone; Expiration �� _,20_ ip V\ LDwilding orPLICATION FOR BUILDING PERMIT Date �7` /3 20 oL INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be 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 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,iif2ff a corporation) � /.3t�.c�.(2y //l4�V JOiiling address applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder r�62� Name of owner of premises �9✓e.rc •e�S�cc�r (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Lo tion of larW on which p osed ®work will be/dLpne�,,S/ y House Number Street Ha&et r County Tax Ma o. 1000 Section ���, Block �/ Lot r Subdivision 6A r /"e14 4,sI+ 4 Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use arkid occupan.cy of pro osed construction: a. Existing use and occupancy _;rdgxi" b. Intended use and occupancyc c E,4 l ti•,,�tc 4�ac,,w�y e�� 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work ly e, (Description) 4. Estimated Costo ro/ 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 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 S. Dimensions of entire new construction: Front Rear Depth .3S Height Number of Stories 9. Size of lot: Front /aS' Rear /4?S' —Depth 10. Date of Purchase /9981 Name of Former Owner 11. Zone or use district in which premises are situated =,P yo 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES N/ NO Will excess fill be removed from premises? YES_NO, 14. Names of Owner of premises 426eig Aa Address��"S�/ Or Phone No. w ag.'?6a4-� Name of Architect Address Phone No G3i- Via/-cV-f-v Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS Iv1AY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ✓ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. On 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) COUNTY OF l�` ids being duly sworn, deposes and says that(s)he is the applicant (Name of indivi al signing contract)above named, (S)He is the A c!'// t (actor,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 ore me this ay of � Z Notary Public Signatur of Applicant CLAIE L NotarY Public,Statew York No.OtGL4879WS nualified in Suffolk ,!2 _,._ Commission Expires Deo. E C�yCl1LL ;�_ PROPOSED I EXISTING UNDERWRITERS CERTIFICATE REQUIRED OCCUPANCY OR I- USE IS UNLAWFUL APP OVEDASNOTED WITHOUT CERTIFIC T _ DA 411 Ir B.P. F OF OCCUPANCY 12 5 __ _— __ _ NOTIFY BUILDING DEEPA TMENT AT -- 785-0802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: PROVIDE % HR. FIRE 1. FOUNDATION • TWO REQUIRED RATED SEPARATION TO FOR POURED CONCRETE -`- ' _--� - - - - -- MING & PLUMBING I ROUGH • FRA . 717.3 f (1) OF ( ) a INsuLprloN N-Y. STATE BUILDING COE E. - ---- • FINAL CONSTRUCTION MUST - BE_ ..----- ------ - -- -----"` _-----_--�� _._ ..----_-- MP FOR C ALL CONSTRUCTION SHALL MEET _-- --—_ -----__- -- --- -- �---- '--- _ _. ----_--- . —._--------_-.. THE E REQUIREMENTS OF THE N.V. io -- --.------ ------ - �,. --_--._--- --- -------- - --------- - _.-_—�_ — PROVIDE ANTI-SCALD N /0 -`--- -- "--- -"_---._- ----- -- '----- � ----- ---- - --- ----- --� ---- A CONSTRUCTION TI NE -- -- - -- ---' --- -- --'- - - -- -- -- - ---- --- -- - -' - - CODES. NOT RESPONSIBLE FOR THERMAL SHOCK PtE E ING ------�----_----._� -'- _--+_- ----- --.- --- _ __- -�_ ----------- . _ _ -- ------- ---- --------- ---- -- --- `-- -- ----�--_ _ "__�- - == --=�"= DESIGN OR CONSTRUCTION ERRORS DEVICES AS TO PART.' 0 (K) - - - -- _ - - - N.Y. STATE BUILDIN CO E. _ MAT017 EXISTING SIDING AND TRIM DETAILS PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE PROVIDE SM KEgE T13ING CERTIFICATE OF OCCUPANCY ALARM DE ICES 13 [3 o SOLDER USED /N WATER AS TO PRT 7#. — — — — SUPPLY SYSTEM CANNOT N.Y.S BUI DI E. EXCEED 2/10 of 1% LEAD. PLUMBNNf3 _ ALL PLUMBING WASTE PROVIDE OPENI GS FOR &WATER LINES NEED EMERGENCY ES AP AS - _ - TESTING BEFORE COVERINGPART. FRONT ELEVATION REQUIRED BY 1O E. i N.Y. STATE BUILDING DDE. ' If copper tubing is used for water distributing E f/ em: Piping shall be K or L onl t ni 4 UNDERWRIT R ICATE \ r �Ir---�- <[ LL LLI Ul q U - T-: El 14l � Q) F x U W 0 Ulzm s U_ REAR ELEVATION Lll ENGINEER -- PROPOSED I EXISTING PROPOSED EXISTING I ' s JEFFREY T EUrLEFR, ',E, Y _ Z Zwi LU w w (Y [a m G d� L� fY m 00 LLI LLI ,i ."j O LLI CI Ill ILI 1- 4 Q ` v 0 RIGx 4T SIDE ELEVATION LEFT SIDE ELEVATION iFr41C�:�;: GENERAL NOTES: SLAB NOTES 1. All work shall be performed in accordance with alletate, 1. Omitted municipal, local zoning and building codes and ordinances 2 Omhted having jurisdiction and best standards of construction 3. Omitted practice. 4.Omitted The American Institute of Architects Conditions shall apply 5. Omitted to all work performed on this project. 6 4"Concrete Floor Slab, 3000#Test with 6"x 6"#10 mesh and vapor barter 2.The Contractor shall verify all conditions at the site. Any 7 Pour 18"x 18"monolithic haunch at perimeter discrepancies must be brought to the attention of the Engineer 6 Omitted P g 9 9. Omitted prior to commencement of construction. The Contractor shall be 1g Omitted responsible for corrections not reported once he has started work i 1 Omitted except for hidden job conditions. 12. Pour no concrete on frozen ground or in freezing weather O m O 3. Contractor shall guarantee to the Owner that all materials and 13 Omitted I equipment incorporated in the work will be new, and that all work 14 See pile notes attached will be of good quality,free from faults and defects for a period _ === 0 of one year from the date of the final Certificate of Occupancy. MATERIAL NOTES I '�' `z 6" X 12" GCA GIRDER 4. The Engineer shall not be responsible for the construction means, Floor Construction _ _ --- methods,techniques,sequences or procedures, or for the safety 3/4"OSB ood subfiam,glued I o_ 117/8"TJI 350 floor joists,spacing as noted 2-5/B" GALVANIZED precautions and programs in connection with the work, and he 2x4 CCA sill with termite shield and sill seal - GARRAGE BOLTS shall not be responsible for the contractors failure to carry out Finish Floors as per agreement e the work In accordance with the construction documents. The - - Engineer shall not be responsible for the acts or omissions by Roof Constructlore the contractor. No changes shall be made in the documents Asphalt Roof Shingles, 30 year Architectural and/or the thebuilding ne designed without the expressed written Match It Paper roof consent of the Engineer 75#Fel[Paper ' T�/ 5.The contractor and all subcontractors shall maintain continuous 112"COX Plywood Sheathing Insurance coverage including statutory policies(Worker 2x10 Ridge as noted 2x8 Roof Rafters @ 16"O C as noted Compensation,etc.)and general liability in an mount not 2x8 Ceiling Joists @ 16"O G less that$5 million and automobile liability and damage ' coverage not less then$2 million The Engineer shall be Wall Construction: PILE CONNECTION DETAIL (NTS) z a named insured on any and all policies. Match existing fascia I 0 6 Provide 0.025"aluminum termite shields over fibrous Match existing overhang el N insulation at all perimeter sills. 3/B"AIC soffits,paint '' w Cont screened vent I I(, I n 7.All woad in contact with concrete or masonry to be Wolmanized Aluminum gullets and leaders Match existing siding I O I Of re6SUre creosoted. Tyvek Houaewmp / r- d ,„ p 2' 1 T 0" 6' III" v 0„ T B.A single station smoke detector alarm device shall he Installed t/z"COX shealhln 'I - m } __ ' In each bedroom, on all floors and Shall be all interconnected per code. 2x4 Studs @ 24"O C.with 2x4 CCA sill with termite shield and sill seal(breakaway) ui ~ PROPOSED GARAGE 9. All bathrooms without operable windows to be mechanically ventilated Nail CCA sill to concrete slab according to FEMA Tech Bulletin 9-89(20 pal breakaway) = = I " OUTLINE OF as per New York Slate Code. 2x4 Studs @ 16"O.0 with 2x4 shoe and double 2x4 plate(non-breakaway) a 0- U 5/B" F.C. GWB ON WALLS SLAB 10. Heating to be designed to provide 70 degrees F with outdoor 1/2"Gypsum board O 0O 0 AND CEILING PER CODE designed air-temperature of 0 degrees F. and 15 MPH wind 5/8"Type X In garage - O C 11. All electrical work to be in accordance to the rules and 1/2"MR In wet areas u At least one window In each room shall comply with exit requirements regulations of the N.V.B.F.U.and a N.Y.B F U. certificate is to be presented to the Owner at the completion of the job. 12. Plumbing Installation to comply with State and Local codes n and the sewage disposal system to meet Health Department standards. I r 13.Do not scale drawings. Use figure dimensions only. k 14. All work to conform to the rules and regulations of the New York -------------------- -' • Energy Conservation Construction Code All glazed area to be double glazed and all ionexteriorodoors to have insulated cones. 4 6VR 13lin an exterior walls common with liven areas I 6" X 12 OCA GIRDER BOLT " PILE WITH 2-5/8' C 4 X 12 GGA GIRDER - u i$. The Insulation fOteC110n a5 indicated on these Ia06 exceeds - O PILE WITH 2-5/B" the Code's minimum standards. g GALVANIZED CARRIAGE 16.These drawings and specifications are Instruments of service and 6"-R-19 in cathedral callings BOLTS, SEE DETAIL 1 BOLTS, SEE DETAIL GALVANIZED GARRAGE shall remain the property of the Engineer whether the project for fr IR-30 in all flat callings ANCHOR AND BOND ` which they are made is executed Or not. They may not be used 4" 'R-11 in all exterior garage walls I _ NEW TO EXISTING WITH on any other project except by written authorization of the Engineer. _ o •4 BARS, 12" O.C. VERTICAL 17. Provide breakaway construction between all existing structures FRAMING NOTES. Fa EX15TING CRAWL SPACE and all proposed additions 1 All headers 2x12 unless noted. 2 All comers are solid A" IS' 1., PILE NOTES: 3 Double jacks over 48"spans 1. Plies to be southern yellow pine pressure treated 4 Double joists under all parallel partitions I VERIFY HEIGHT OF PILES 5 Provide fire stopping in all walls as per N V.S.Code TOP OF PILE = FINISHED W CCA.6 retention i timber plies with 10"or 12"hull and FLOOR - 12.T5" ./- Se or 30'long, a accordance with ASTM 0 25 standards. s Weser heel cuts notchallhed not exceed e See plan for size and location 7 Where joists are notched t0 hee0am so as to reduce beam depth,use bridle irons op metal connectors = 2.Piles are to be Installed under the supervision of a 8 All floorjolsts,rafters and telling beams to be Hem fir number two or better conslruclion grade with a iminimum fb= 1200 P 8 All 2x4 and 2x6 pardon walls to be Doug fir number two or better construction grade with a minimum 0=1200 p.s I _ EXISTING BEDROOM X licensed Professional Engineer who will be responsible 9. All beams and girders shall have 2"bearing min r I O I' Q I for maintaining pile logs.All piles are to be driven a ` LL - _-__ _ _ __ _ _ __ _ __ -_- _ / minimum of 10'Into ground water and to the minimum - - - _ - _ - - - - - - - - - - - •- - - - - - W W r bearing capacity specified on the plan.All bearing capacity is to be as measured by the"Engineering0 rw News'formula. The Professional Engineer is to PILE PLAN z - F, provide certified pile logs and certification of QD V nni pile bearing capacity to the architect or design engineer upon completion of pile Installation. ) rrl 3 All piles are to be cut off at design height S after driving. O 4. Grade beams are to be poured as shown on plan and in accordance with the ACI code, the New York State Q Ut Building Code and prevailing local codes and standards I'2" _ Concrete is to 3000 psi min.28 day strength and steel ceis O reinforment is to have working stress of psi 5 All piling handling, selling, and driving shallll conform to the N Y.S. Department of Transportation Code requirements 2XIo RIDGE Damaged piles shall be repaired r. removed as per 2X0 RAFTER5 Q --- theinstructions �•�- . Pileof the design engineer. v2" CDX SHEATHING W 6. Piles shall ne s to within re re the design locations. CONT RIDGE VENT IS' FELT , Piles out o tolerance shall require remedial aCllOn e6 per ASPHALT ROOF SHINGLES (MATCH EXI511NGJ the design engineer. 7. NI pile and deck hardware shall be hot dipped galvanized CONT RIDGE VENT A ENGINEER: in accordance with ASTM A153. Any damaged areas shall be /1 " 1\ y repaired to the satisfaction of the resident architect. All 12 12 steel connectors shall be grade 2 or equal. 5 s ,,k�c1� ;�+% "' I��•' `, B.All timber girders and braces shall be CCA treated $ �' ,raw' 10" DIAMETER onnannoonnnnAnmAn a q 9 WOOD PILE, TTP. for ground Contact use as per AWPA standards R-19 1N5UL ION _IS INSULATI01 9. Use galvanized nails for all exposed areas. I/1" GWB - lJ��'� I B 111, - gn , 70. Please be advised that this Ile foundation has been �- I• �, I designed for all required environmental loads with the existing soil level of approximately+6.0 MSL. Any loss of sail below this elevation will be detrimental t0 the stability of the pileI/2 O " GWB ♦ P group. If the soil elevation falls below this point, remedial d 2X4 STUDS action will be required.The addition of soil above this o R-13 INSULATION elevation will not harm the performance of the foundation. - BEDROOM 1/2" cox SHEATHING BEDROOM JEFFREY T. BUTLEF, I'. :. 11. All steel to receive hot dipped galvanizing or primer and TY VEK HOU5EWRAP final coat of protective paint equal to: metalatex paint MATCH EXISTING SIDING PROPOSED GARAGE O system by$herWIOA'yIIIIamS. 3/4" FLY OD SUBFLOOR 5/B" F.C. GWB ON WALLS - 0 12. Location of pile foundavurt or property is net the 3/4" PLYWOOD SUBFLO R F responsibility of the design engineer.All setback lines AND CEILING PER CODE and pile IOCaliOnS l0 be located and staked by others 6" X 12" GGA GIRDER - TJI 250 R-19 INSULATION - _ - TJI 250 O V NO prior t0 construction. _ _ _ R-IS INSULATION - - U u 5/5" GWB ON WALLS AND - - Z kD F- O CEILINGS PER CODE Z w � F- 0 pQQ _ o d) onyro 2X4 CGA SILL SFE b/-J O O lA m 2X4 BREAKAWAY WALL PROVIDE BREAKAWAY WALLS pwp�� W O 10' TIMBER PILE 10" TIMBER PILE 1L ON IO P51 MIN, 20 P51 MAX IN ACCORDANCE WITH FEMA Q TECH BULLETIN S-SS (FIA-TB-B) Q . � � Rm 18" X IS" P.C. HAUNCH O GARAGE GARAGE UJ L'ury Q -4 0 4" LU P.G. SLAB U) V n- _ 4" P.GSLAB i O O mV PITCH GRADE AWAY FROM 8" FOUNDATION IB" X IB" MONOLITHIC HAUNCH " FOUNDATION 4J � ON 16" X 9' P.C. FTG, EL 2X4 OCA SILL h 1 SILL SEAL ; = TERMITE SHIELD " CONIC. FOUNDATION I D B . ' u r 8"X16" GONG. FTG. �___________________________________________ __� O O i SECTION A-A SECTION B-B PAGE" SLAB PLAN 2 Of 3 SUMMARY OF TOTAL THERMAL RATING IF THE TOTAL THERMAL RATING 16 ZERO (0) OR GREATER, THE PROPOSED DESIGN FOR THE BUILDING ENVELOPE COMPLIES W/ THE ENERGY CODE. THERMAL TABLE A. WALL ASSEMBLY AREA U-VALUE RATING USED At. NET WALLS 5l0 .OT •140 6-1 Al GLAZING TB .31 -10 6.1 A3. DOORS ?3 .OT .5 6.1 - SUBTOTAL THERMAL RATING FOR SECTION A (Al.A2.A3) .135 ' S. ROOF/CEILING ASSEMBLY BI. ROOF/CEILING 616 .046 0 6-3 62 SKYLIGHTS .42 6.3 SUBTOTAL THERMAL RATING FOR SECTION B (5I.B2) 0 C. FLOOR A55EMBLY Cl. FLOOR 616 .046 O 6-3 C2. FOUNDATION WALL / WALL PERIMETER O O FT ' ABOVE GRADE EXPOSURE O O FT INSOLATION DEPTH 4" 41" 14" FOOTING 0 0 0 2'9" 2'0" 6' 11 2'0" 2'9„ EXISTING EXISTING EXISTING PERIMETER R-VALUE GREAT ROOM DINING ROOM DEN (VTS) (NTS) (NTS) Z 0 C3. SL4B EDGE INSULATION O O O O m SUBTOTAL THERMAL RATING FOR SECTION C (CUC2.03) 0 W rc TOTAL THERMAL RATING . 135 O K. r STEPS TO GRADE PER CODE N 2 <I HDR. o r 6' "SIDING _ m EXISTING EXISTING EXISTING w - 2-13/41' (3 14{" M L HDR_ HALLWAY BATH BATH L "\ ml (N75) (NTS) (NTS) al Isr9" � ;" EXISTING DWELLING W /,j4 rc WO \ r EXISTING n — ll a 1-I 3u" x n 4�1✓n L. RIDGE KITCHEN °T e - — - /NTS) Lu BEDROOM EXISTING (�`BEDROOM rNTa1 (NTs) N X Q 14' W W `\ r No /' • 16 D,� 1 a 1 C.C. O - 2-2x10 HDR. \. S 91 p STEP =XISTIN EXISTING EXISTING m ' w t 2 UP _ O NO ' SLOPE d / Ix o FLAT UP _ �v -" m PROVIDE BREAKAWAY () W M 2XB R.R - 1 - II lB" M.L.- _ JOINTS AT ALL NEW TO Z � BEpROOM 4 k pF.J. EXISTING CONNECTIONS m O m 11 4.1- 2XB R.R. W / `T Lj '_° $W" IV O - W 00 4" VTR X d n _\-RID E �_u = Y a s M.L. F.J. a E INEE m m 3 NG R pm' ---r___ Irr________Ir__ �1 2.4 L SLOPE i \` \ry S M Y LLL K1V UP -; A W.G. ° ` i Co o a 3 m SHWR. l,' • . w ? z 11 T/B" ul 350 ° 16' O.C. / 0 SECOND FLOOR 77 u NE W.G. !' J . m q tl O 2" (" m (\/'N� a2' ITT W u u m PROPOSED GARAGE m 3" �` 0134 _ 3'6" �./o o c O a V s/B" P.C. C3WB ON WALLS % �p '^ BATH - N i W AND CEILING PER CODE ✓� 2XB R.R. p '- - o JEFFREY T. TLER, P.E. 8'0" CLG. HG m m i0 y. MAIN FLOOR p 2'6" 3 10° DIAMETE� _ / I WOOD PILE, TTP. �_ Q v q W 2' 10" I $�" /K BOX OUT AND WRAP o U (0 1 ro/ "/ X WITH 5/13" GWB FAI z z f) H_ O C 2X10 RID E O LLI LU F- ~ ~ O G.O. Qaa — r o c d x m , (nN � � , o Ul w LI . o O 7p AN APpRpvEp _Q o r \ — `X" ° 0 4�� SANITARY SEPTIC SYSTEM Q CLO. ; ` m Q v BEDROOM 2-R = o PLUMBINCs RISER DIAGRAM (MTS) o sTER�'�P w Z m 6'0" CLG. HGT w m o � n W ' SLOPE Q V J 0 FLAT ' UP IL - O Q m Y 2XB R.R. W-' 2X5 R.W. 9O V Q 0 r 15' 1„ cr v N CL 'D u 0 0 i O •a„ r 2046 a 2832 832 GARAGE FLOOR PLAN 9' 5 1/2" 9' 5 1/2" ' PROPOSED GARAGE AREA = 676 SQ, FT. 18' 11" SMOKE DETECTOR 4'5 1/2" r 5'O" 5'0" 4'5 1/2" INTERCONNECT PER CODE SECOND FLOOR PAGE " PROP05ED LIVING AREA = 704 SQ. FT, le u 3 of 3 SMOKE DETECTOR INTERCONNECT PER CODE , I I \� nV 6)0 000 011 �v d I&x % �x �ryy. � ti o, �a DoOl T W � w y, „d ,fig oT UJ ^ yry X Z i S CL N 00 ENGINEER: TA e A b CP �Ir nr 'M - ,� �"P'� �' �r+1" � e �• ' yo � _ � w i �A om < ; CY.W1`' O (Y •••° JEFFREY T. 5'JTLER. PP. Q J tipoo 4•, .. 0 LL Q m 3 m ? t- C) 6�C4, V d Z ik OV� J V N � O (^ Li N L - � O Z I11 SITE PLAN C) ° o 20 l0 0 20 40 60 ao 120 FA �L}— G56A LE LE 1 20'-0" SITE PAN BASED ON 5URVcv BY / \ JOSEPH A. I LAND SURVEYORYOR P.O. BOX 1931 RIVERHEAD, NY 11901 TEL. (631) 127-2090 DATE: 5/28/98 of I