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HomeMy WebLinkAbout28776-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-29033 Date: 10/29/02 THIS CERTIFIES that the building NEW DWELLING Location of Property: 2035 NORTH BAYVIEW RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 70 Block 13 Lot 20.10 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 23, 2002 pursuant to which Building Permit No. 28776-Z dated SEPTEMBER 23, 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 ONE FAMILY DWELLING WITH COVERED FRONT PORCH AND ATTACHED THREE CAR GARAGE AS APPLIED FOR. The certificate is issued to OVERLOOK COURT DEV. CORP. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-98-0159 10/25/02 ELECTRICAL CERTIFICATE NO. N 557917 05/09/01 PLUMBERS CERTIFICATION DATED 09/30/02 BERTSAND PLUMBING & HEAT 1i :&"- - Authorized ShAnature 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. 28776 Z Date SEPTEMBER 23 , 2002 Permission is hereby granted to: COURT DEV CORP OVERLOOK 338 GLEN HEAD RD GLEN HEAD,NY 11545 for . CONSTRUCTION OF A SINGLE FAMILY DWELLING AS APPLIED FOR, THIS PERMIT REPLACES PERMIT #26734Z at premises located at 2035 NORTH BAYVIEW RD SOUTHOLD County Tax Map No. 473889 Section 070 Block 0013 Lot No. 020 . 010 pursuant to application dated SEPTEMBER 23 , 2002 and approved by the Building Inspector to expire on MARCH 23 , 2004 . Fee $ 1 , 362 . 00 Z r uth zed ignature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 26374 Z Date MARCH 71 2000 Permission is hereby granted to: OVERLOOK COURT DEV CORP 338 GLEN HEAD RD GLEN HEAD,NY 11545 for CONSTRUCTION OF A NEW SLAB-ON-GRADE SINGLE FAMILY DWELLING WITH REAR DECK, COVERED PORCH & ATTACHED 3 CAR GARAGE AS APPLIED FOR. FLOOD PMT INCL at premises located at 2035 NORTH BAYVIEW RD SOUTHOLD County Tax Map No. 473889 Section 070 Block 0013 Lot No. 020 . 010 pursuant to application dated JANUARY 26, 2000 and approved by the Building Inspector. Fee $ 983 .00 Authorized Signature COPY Rev. 2/19/98 Form No.6 i ^� � 2Q02 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 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: `l'-Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). pproval of electrical installation from Board of Fire Underwriters. 4. worn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. K, Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 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. Cees / 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-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 / Date. / New Construction: v Old or Pre-existing Building: (check one). r Location of Property: ' 4 1�f N-R E 7ZLy 1A O L Il House No. Street p ' Hamlet Owner or Owners of Property: 4 CSL j j �US� j ieaj e (J j 1\1 bi SQL J Suffolk County Tax Map No 1000, Section —7t7 Block f Lot (> .!0 Suboivision Filed Map. Lot: I (' s / r os� �I/- Ih-r scy Permit No. �� 77� Z- Date of Permit. - 3 ?UZ— Applicant: � NA � Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ P ��a-1a5 A plic t Signature 28-776 � , 2 ry ` Yok No O1C05011852 _. fk�nmhsioaE rra©`T. THE NEW YORK BOARD OF FIRE SER 1T',R . 1000605 BUREAU OF ELECTRICITY 40 FULTON STREET, NEW YORK, NY 10038 Date MAY 09,2001 Application No. on file 10100600/00 N 557917 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of MOHRING ENTERPRISES KIMBERLY LANE, SOUIHOLD, NY LJ in the following location; Basement ® Ist Fl. 0 2nd Fl. GAR/ATTIC/OLTP Section 70 B1ock13 Lot 20.10 was examined on APRIL 30,2001 and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWFIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS ITCHES OUTLETS INCANDESCE FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. N.P. 89 66 59 85 4 3 F DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS ISPECIAL REC'PT. TIMECLOCKS BELL UNIT HEATERS MULTI.OUTLET DIMMERS AMT. K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. I TRANS. AMT. I H.P. SYSTEMS NO.OF FEET AMT. I WATTS 6 F 1 RAN 6/3 1 20 1 -1 L_ I SERVICE DISCONNECT NO-.OF S E R V 1 C E MEER NO.OF CC GOND. A.W.G. A.W.G. A W.G. AMT. AMP. TYPE E9UIP. 1 0 YW 1 0 JW 3 0 SW 3 0 4W PER 0 OF CC.GOND. NO.OF HIAEG OF HIAEG NO.OF NEUFRAL4 pF NEUTRAL 1 200 CB 1 X 1 4/0 1. 2/0, OTHER APPARATUS: FUTURE APPLIANCE FESS D/W 12#2-1 EXIT HOOD 12#2-1 WELL PLW F-1 PADDLE FAN F-1 WHIRL POOL BATH-1 40 AMP STEAM JENNIE-1 AIR CONDITIONERS 1-4 TON 1-3 TON-2 --" MOTORS:1-4 -3 H.P. ,2-F H.P. PANELBOARDS:2-1:2-1 CIR. 60,1-10 CIR. 50 (\�� <<< Continued on Page 2 >>> GENERAL MANAGER Per This certificate must not be altered In any manner; return to the office of the Board if Incorrect. Inspectors may be Identified by their credentials. IN,1110 111111 IN a 1110 IN Imi im Not lot to mi imp IN 11111111 to in 11111111 • THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 2 1000605 BUREAU OF ELECTRICITY 40 FULTON STREET, NEW YORK, NY 10038 Date MAY 09,20D1 Application No. on file 10100600/00 N 557917 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of MOHMG ENTERPRISES KINDLY LANE, SOUTHOLD, NY tirthzfdlladiL3ig'1 re> '} 'v ?}hsemdnl'' ® Isi`Fl. ® ztidFl. GAR/ATTIC/OUT Section70 Block13 Lot 20..10- was examined ori` anA fb"itn'd'tb be in compliahie with the National Electrical Code.- FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS .INCANDESCE FLUORESCENT OTHER AMT. K.W. AMT, j K.W. AMT. K.W. AMT. K.W. DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT.1 TIME CLOCKS I BELL IUNIT HEATERS MULTI-OUTLET DIMMERS AMT. K.W. OIL N.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. H.P. NOSYSTEMS.OF FEET AMT. WATTS SERVICE DISCONNECT NO.OF S E R V I C E METER NO.OF CC GOND. A.W.G. A.W.G. A.W.G. AMT. AMP. TYPE EQUIP.11 0 2WIT 0 SW 3 e 3W 3 0 4W PER 0 OF CC.GOND. NO.OF HI-LEG OF HI-LEG NO.Of NEUTRALS OF NEUTRAL OTHER APPARATUS: G.F.C.1:-7 SMOKE DErEICTOR:—6 F1'iED MOHRMANN LIC.#398 E L L 3581 BAYVMW ST. SWIM, L.I. , NY, 11783 GENERAL MANAGER Per 11 This certificate Must not be altered In any manner; return to the office of the Board It Incorrect. Inspectors may be Identified by their credentials. (11�1/ftg�ffU Aeo, Town I lall, 53095 Win Road ti x Pnx (9 16)765.1823 P. O. Box M9 0 . 1 elephone (516) 765-1802 Southold, New York 11971 ! 1 y� °1�J� OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E It T 1 >: I C A T 1 0 N DATE: September 30 , 2002 Building Permit No/. } _28776Z _ owner: k f--)Z t C- �e`._2�_(�I5 C 14 (please print) Plumber. : Bertsand Plumbing & Heating, Inc. (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this 30th day of September znu Notary Public, Suffolk County ELEE1iKFKMM — -_ "�. nwllr FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important Read the instructions on pages 1-7. SECTION A-PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME PAY Number Leslie Windisch BUILDING STREET ADDRESS(Including Apt.,Unit,Suite,and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Company NAIC Number Kimberly Lane / P.O.Bar 1712 CITY STATE ZIP CODE Southold, NY 11971 PROPERTY DESCRIPTION(Lit and Block Numbers,Taff Parcel Number,Legal Description,etc.) 1000-70.1320.10 BUILDING USE(e.g.,Residential,Non-residential,Addition,Accessory,W. Use a Comments area,iI necessary.) Residential LATITUDEILONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS(Type):, ( W-W-##.#IF' or ##. ° ❑NAD 1927 ❑NAD 1963 ❑USGS Quad Map ❑Other. SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP COMMUNITY NAME 8 COMMUNITY NUMBER 82.COUNTY NAME B3.STATE Town of Southold 360813 Suffolk NY 84.MAP AND PANEL 85.SUFFIX B7.FIRM PANEL 89.BASE FLOOD ELEVATION(S) NUMBER B6.FIRM INDEX DATE EFFECi1VE1REVISED DATE B8.FLOOD ZONE(S) (Zone A0,use do*of tooting) 3610300166 G 05109x98 1 1 AE d.8 B10.Indc*the source of the Base Flood Elevation(BFE)data or base flood depth entered in 89. ❑FIS Profile ®FIRM ❑Community Determined ❑Other(Describe):_ B11.Indicate the elevation datum used for the BFE in W.®NGVD 19M ❑NAVD 1988 ❑Other(Describe):_ B12.Is the building located it a Coastal Barrier Resources System(CBRS)area or OBrerwise Protected Area(OPA)?®Yes []No Designation Dawe 11 /16x90 SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1.Building elevations are based on:❑Cornstuction Drawings* ❑Buld'ing Under ConstrucW ®Finished C.onsbuctim •A new Elevation Certificate will be required when construction of the building is complete. C2.Building Diagram Nu Berl(Select the buil ft ding sm most wdwtD the buNd'mg for which itis certificate is being completed-sea pages 6 ad 7. ff no diagam accurately represents the building,provide a sketch or photograph) C3,Elevations—Zones Al AM,AE,AH,A(with BFE),VE,V1 430,V(with BFE),AR,ARIA,ARIAE,ARIA1-AW,ARIAH,ARIAO Complete Items C3.-ai below according to the building diagram specified in Item C2.Stale the datum used.If the datum is different from the datum used for the BFE in Semon B,convert the datum to that used for the BFE.Show field measurements and datum conversion calaiation. Use the space provided or the Comments area of Section D or Section G,as appropriate,to document the datum conversion. Datum_ ConversionlComments_ Elevation reference mark used_Does the elevation neference mark used appear on the FIRM? ❑Yes ®No o a)Top of bottom floor(rndudng basement or enclosure) 12 1 ft(m) A 1?1 OF NEW yo o b)Top of next higherfkar _-_ft(m) '� �t ��1.MEt2G �,f o c)Bottom of lowest horizontal structural member(V zones ornly) �0�Is o d)Attached garage(top of slab) 11. 2 ft(m) E2 O e)Lowest elevatim of machinery andlor eppmhent W 0 servicing the buidsg(Describe in a Commends arm) 11.2 ft(m) E of)Lowest a*1cent(finisfhed)grade(LAG) 10.21(m) ?N H, o g)Highest adjacent(finished)grade(HAG) 14. 9-ft(m) S �fFO l A N D SJ�a 49 o h)No.of permanent openings(hood vents)within 1 It.above aljaa nt grade o i)Total area of all permanent openings(flood vents)in C3.h_sq.in.(sq.cm) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be sighed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information in Sections A,B,and C on this certificate represents my best efforts to irtapret the data available. I urrderstad plat any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. CERTIFIER'S NAME John T.Metzger LICENSE NUMBER 49618 TITLEPresidemt COMPANY NAME Peconic Surveyors,P.C. ADDRESS CITY STATE ZIP CODE P.O.Box 909 Southold, NY 11971 SIGNATURE �+ DATE TELEPHONE / 09/13102 (631)765-5020 ze-d -"10i 229 Seventh Street.Suite 200 rNF1ra(rniNq Garden City NY 11530-5766 vLnNN'.' 516.739.2901 phone. 1 SEAR- BROWN e 0wf>*14„I ION S1G739.12M IaX vrwwsearbrown.tom OCT 23 duU October 19,2000 Mr.Richard Mohring y�,Q Mohring Enterprises 44 Sea Cliff Ave. Glen Cove,NY 11542 b/ Re: 48 Kimberly Lane Residence Mohring Enterprises Dear Mr. Mohring. I have visited the above house under construction and reviewed the items you requested. In particular, they are: 1. Squash block construction at bearing wall in master bedroom. 2- "Anthony” power beam supporting second floor bath at garage. 3. Reinforcing of Nascor joist in master bedroom under knee wall. From my observation at the site and information supplied by the manufacturers and to the best of my knowledge, information and belief, this work conforms to the loading requirements and is in accord with respective manufacturer's recommended standards. V y rely ou Cc It of HFtY Yp obert C.Tast t ject Manager 4W QF felts rF�eo APCHRF. L UORS1912,10H10CS1Molviny(Km1be6y Reueenm)Ja: Z0'd 90ET 6£L 9TS df OdU NM0elg bH3S 3Hl M-:ET 000Z-017-1J0 ,�sio y V Board Of Southold Town Trustees I SOUTHOLD, NEW YORK, PEPMIT NO. ....... 525_.. DATE: .Feb.,_3.R 1982 j. ISSUED TO ......._.William..F...._La.90.rte _ _..._._..._...._._._.. .......... ....... . .. a# Pirsuent to the provisions of Chapter 615 of the Laws of R the State of New York, 1893; and Chapter 404 of the Laws of the c State of New York 1962; and the Southold Town Ordinance en- titled "REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR 'OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;" and in accordance with the Resolution of The Board adopted of a meeting held on Fb�.....2.�.. ti19 82.,, and in consideration of the sum of $....5.�.Q.Q........ paid by e En`onsultants for William F. LaMnrte..._".............. a ..................,._........,................ .........................I............... N. Y. and subject to the r K: xt Terms and Condifions listed on the reverse side hereof, of Southold Town Trustees authorizes and perrnits the following: ' to maintenance dredge an area 110 x 60' - 100 ' A .4 to a depth of 4 ' below MLW and place resultant f 975 cu. yds. of fill behind proposed upland retaining wall. t all in accordance with the detailed specifications as presented in s the originating application. t� T t}: IN WITNESS WHEREOF, The said Board of Trustees here- 6y causes its Corporate Seal to 6e affixed; and these presents to �) 6e•su6scr&d by a majority of the said Board as of +his atz. a A .. ... k i '{' � r'1 '•-.•;'�.L...% 6..> ............ Lrz .�p�.'.{:..ri�3.1�'f�.i��__bac�,r�i^ v`v+. i .� i 't�•:. '�r.�� 4. N It ;,�a,•.' �"''�'2*f ..hFlx' -,-g.se }. _ r .� `r-v'.• .'';�Y: NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-00068/00002 ® September 3 1998 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the Environmental September 30, 2003 Conservation Law TYPE OF PERMIT ❑ New ❑ Renewal ❑ Modification ❑ Permit to Construct ❑ Permit to Operate ❑ Article 15, Title 5: Protection ❑ 6NYCRR 608: Water Quality ❑ Article 27, Title 7; 6NYCRR of Waters Certification 360: Solid Waste Management ❑ Article 15, Title 15: Water ❑ Article 17, Titles 7, 8: SPDES ❑ Article 27, Title 9; 6NYCRR Supply 373: Hazardous Waste Management ❑ Article 19: Air Pollution ❑ Article 15, Title 15: Water Control ❑ Article 34: Coastal Erosion Transport Management ❑ Article 23, Title 27: Mined ❑ Article 15, Title 15: Long Land Reclamation ❑ Article 36: Floodplain Island Wells Management ❑ Article 24: Freshwater Wetlands ❑ Article 15, Title 27: Wild, ❑ Articles 1, 3, 17, 19, 27, 37; Scenic and Recreational Rivers ■ Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control ❑ Other: PERMIT ISSUED TO TELEPHONE NUM8ER Richard Mohring (516) 671-0481 ADDRESS OF PERMITTEE 338 Glen Head Road Glen Head NY 11545 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER NAME AND ADDRESS OF PROJECT/FACILITY Mohring Property, Lot #10 Kimberly Lane Southold NY 11971 LOCATION OF PROJECT/FACILITY SCTM #1000-70-13-20.10 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Southold Ba DESCRIPTION OF AUTHORIZED ACTIVITY: Construct single family dwelling, sanitary system and drive. Rear of house shall be greater than or equal to 75' from the existing bulkhead. All work is to be done in accordance with attached approved plans stamped on 9/3/98 by NYSDEC. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Charles T. Hamilton (CA) Building 40, SUNY, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE Page 1 of 4 Se tember 16, 1998 J NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee has accepted expressly, by the execution of the application, the full legal responsibility for all damages and costs, direct or indirect, of whatever nature and by whomever suffered, for liability it incurs resulting from activity conducted pursuant to this permit or in noncompliance with this permit and has agreed to indemnify and save harmless the State from suits, actions, damages and costs of every name and description resulting from such activity. Item B: Permittee to Require it's Contractors to Comply with Permit The permittee shall require its independent contractors, employees, agents and assigns to read, understand and comply with this permit, including all special conditions, and such persons shall be subject to the same sanctions for violations of this permit as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way that may be required for this project. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when written or verbal notification is provided by the Department at least 24 hours prior to such inspection. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications If project design changes become necessary, the permittee shall submit the appropriate plan changes for approval by the regional Permit Administrator prior to undertaking any such modifications. Be advised that substantial modification may require submission of a new permit. The permittee must submit a separate written application to the Department for renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires.Any renewal,modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities(SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 1 Bldg#40 SUN, Stony Brook, NY 11790-2356 General Condition 4: Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit when: a) the scope of the permitted activity is exceeded or a violation of any condition of the permit or provisions of the ECL and pertinent regulations is found; b) the permit was obtained by misrepresentation or failure to disclose relevant facts; c) new material information is discovered; or d) environmental conditions, relevant technology, or applicable law or regulation have materially changed since the permit was issued. D 1-4738-00068/00002 EC PERMIT NUMBER7 PAGE 2 OF 4 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15(TITLE 5), 24, 25,34 AND 6NYCRR PART 608 (_TIDAL WETLANDS—) 1. If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work,obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes, and no claim or right to compensation shall accrue from any such damage. 3. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission,consent or approval from the U.S.Army Corps of Engineers, U.S.Coast Guard, New York State Office of General Services or local government which may be required. 4. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 5. Any material dredged in the prosecution of the work herein permitted shall be removed evenly,without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 6. There shall be no unreasonable interference with navigation by the work herein authorized. 7. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 8. If granted under 6NYCRR Part 608, the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977(PL 95-217)provided that all of the conditions listed herein are met. 9. At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required, a survey. 10. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by DEC PERMIT NUMBER PAGE 3 OF 4 1-4738-00068/00002 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and or protected buffer areas. 2. Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland)and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands and or protected buffer areas. 3. There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activity. 4. The storage of construction equipment and materials shall be confined to within the project work site and or upland areas greater than 75 linear feet from the tidal wetland boundary. 5. Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 6. Necessary erosion control measures i.e., haybales silt fencing, etc. are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good condition until thick vegetative cover is established. 7. Roof runoff must be directed to drywells a minimum of 75 linear feet landward of the most landward edge of the tidal wetland boundary, and must be installed a minimum of 2 feet above seasonal high groundwater. 8. Driveways and parking areas shall be constructed of pervious material. 9. Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2' above seasonal high groundwater. 10. The permittee shall incorporate the following language as a notice covenant to the deed: "Regulated tidal wetlands associated with Southold Bay are located at Suffolk County Tax Map Number: District 1000, Section 70, Block 13, Lot 20.10, otherwise known as the properties of Richard Mohring and his heirs, assigns, or successors. This property is subject to the provisions of New York State Environmental Conservation Law(ECL)Article 25 or its successor, and the conduct of regulated activities may occur only pursuant to ECL Article 25 if prior approval is given by the New York State Department of Environmental Conservation (NYSDEC) or its successor. Regulated activities include, but are not limited to the erection of any structure(s);excavation; dredging grading and filling; clearing of vegetation; and application of chemicals." This deed covenant shall be recorded with the Clerk of Suffolk County within 90 days of the issuance of this permit. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be sent within one calendar year of the issuance of this permit to: NYSDEC, Regional Manager, Bureau of Habitat, SUNY Building 40, Stony Brook, New York 11790-2356. 11. All fill shall consist of"clean" sand, gravel, or soil (not asphalt, flyash, broken concrete or demolition debris). DEC PERMIT NUMBER PAGE 4 OF 1-4738-00068/00002 WW1 (818-n-9d New York State Department of Environmental Conservation v r mmw NOTIC low The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Regional Permit Administrator Permit Number �' 3g' �g JOHN W. PAVACIC Expiration Date NOTE: This notice is NOT a permit aovr FOR YOUR uroaMAuon rk 17" 4t 0 �( U /1-F.��fCzRc� �itue ccr� est. t-6 elf 41 c'�'—� �roePQ r�c9-f��1�a✓l . / �Ar7 Kuri � F��c7 G ztwt , 1.Agency l 1. 2.Divisionmrecinct 3.ORI 4. Orig S.Case No. t _ 6.Incident No. CA . %3 �' 3 TuffliNY Cels l - U Supp 10 Qk0 O G 3 7.Reppoo""Day B.Date ` 9.Report Time 10.Day 11111.Date } 12.Time 13.Day 14.Date 15.Time ori 1,Z..�S a -1 ��l I yr, Mo. Oay vr. o t tz46 16.Incident Type 17.Business Name 18.Weapon(s) A. O1\ce - '�. 19.Incident Address(Street No_Street Name.Bldg.No.,Apt,No.) 20.Cit State.Zi ( C T V) 21.Location Code D 9 y. p ❑. �, ❑ e. S 4304 r'll,o 1=1:(e I=s ... ... . ". FkMTxiWjNANHE Of 0 1 tFIEKSEM2i C. 2 24.No.Of Suspecb t3a"s D�(3 nip )..._.:- .. e.. LL7�p..� �.+ F ,... 26.VICtim also complainant QY❑N f. . 5 +LDrO"rNO o= R - a�15RIES; Z F. Babb c,.. s 4 t . G. .xr;, 1 -L LoCASCOO f-oS5 Z`j lylo K: '1wv Wliral 0 SZ•�S H. tn, C , 3 ZA2 3S X340 N at. Nny1Hk« 1. RESIDfNCE - fp' 27.Date of Birth 28,Age 29,Sex 30.Race 31.Ethnic 32.Handicap 33.Residence Status Q Temp.Res.-Foreign Nat. y ❑ M ❑ f ❑ White Q Black❑Other C Hispanic Q Unk. E Yes ❑ Resident ❑Tourist❑Student[]Other I U ❑Indian Q Asian Q Link. []Non-Hispanic Q NO ❑Commuter❑Military Q Homeless Q Link - 34.TypeMo 35.Name(Last,first,Middle) 36.AllasfNicknarrtelMaiden Name(Last,First.Middle) 37.Apparent Condition K Q Impaired Drugs ❑ Mental Dis Q Unk. tp0/[� _ r (� �i' (5 i Q Impaired Alco (I In)7 III Q App Norm W6 34.Address(Str, t ,4S/te1y1701in2;Eidg No:;Ap["NoClty,Sta) Zip) 39.Phone No. Cl Rome 40.Social Security No. L �O ❑Work sVuy~j 41.Date of Blrt ) ^ ,12 Agd q ,,5ex .Race 45.Ethnic 46.Skin 47.Occupation N is oa i n ❑ M Q If White❑ Black❑Other Q Hispanic❑ Unk. Q Light ❑Dark ❑Unk. M. N ❑U ) Indian Q Asian Q Link. ❑Non-Hispanic []Medium❑Other t^n'r P 48.Height 49 Weight"1 , SQ Hatr, 51.Eyes 5 Glasses 53.Build 54.Employer/School 55.Address N 1t in �. dSii i; et - P res❑ contacts Small []Large - Vs No ❑Medium :mF S6.Scars)Marks trattoos(Describe) 57.Misc. 1 2 TABLES TABIF T IAB[[U TABLE V 3 e 4 W 59.Vehicle 60.License Plate No Full C]1 61.State 62.Exp.Yr. 63.Plate Type 64.Value a' Status p' TAR-F r7 Pama1Q s fig 65.Veh.Yr, 66.Make 67.Model 68.Style 69.ViN. FOR OUR 6 t • 70.Color(s) 71. Towed By: 72.Vehicle Notes 7 TO:NON e 73 Ali � o�rvzi t�v�s �o o1'k a� 1M�3t D; �1A A oiF>: 9 QPS ot,.k_ A, Cb -31- 11 c V A Au 1T"-,P- A Z ws-r -PIT - `00 E-aD 1nOy1n � T VJ i�7G� �A2 s Zs 'e'r!w .'�. kGa C__*J; - 60rc S'.aT2.a k4S -a? Ato 13 QNSP11nC� 2.j :fir 31t7w'S J QC 's % \qr l b «> �7,2`t.7 w O Ph+C ceq%,co oWr-3 bt�C, - bt A C:J�t Att�2 'Olaf 74.In dries(Check ail that apply! 75.NYSPIN Message No. 76.Complainant Signature Q O V Q Wan arrant Q Scofflaw ❑Crim.History Q Stolen Property Q Other 77. 0111 Signa re Isd k) 78 tD No �.- 7 upervlsor nat re(Ip;ludp Ralik) 80.10 N0. , L/ U 1 94. 81.Satus Q Open {UIosed(if Closed.check box below) ❑Unfounded 82. Status Date 83. NOflfied7TOT of 0. QVI".Refused toC p. []Arrest QPros.Declined QWarrant Advised Qluv.-No Custody []Arrest-luv. []O/fender Dead QExtrad.Declin ❑Unknown O I/ IG a��9� - OPLEMENTARY Southold Town Police Department Incident Re6ort No.'s U� l� GCoc, Route 25 � ,INCIDENT REPORT Peconic, New York 11958 Pagel Of Pages 631-765-2600 Narrative:(Print or Type Only) C C ---.) . AR •Y•� � � •+�U �C�%�-.J -�f�N.t.Ca r� �.O' ZFS ' to Z t /�e�r� Loell,S, o� S•a k� ' O�,J�s ooh S J2 z tS 0 �'.r-J,e- to�l (24\ ����-� t?A VV e v� �.��• <_� nz+/2APrl'S 'SL JZ,seJ %AAA A1C"� o� �J CzJ ❑ Signature of Investigating Offiy6rs J '�t oo ti•...,a 1 Name:last � 0 •'7r- 2 First 3 Rank: "t '�•-�• 4 Date: Ct /ZZ/G 1 5 Time "' Mrs E FOR OFFICE USE ONLY K K-Report to be Resubmitted ❑ A•Under Inv: F-Rel.to Chiefs OKce: P INCIDENT D-Cleared by Inv: G-Rel.to Chief of Operations Reason:-- ---,,_ _ o STATUS C-Cleared by Arrest H-Ref.to Traffic Div. R CODE D.File I-Rel.to Det.Div L-Other - --- _ E-Incident Unfounded J-Ret.to Youth Div. --_ --_ S T Staves Code Aev ing Off a y/ 1 J1 . ��tJ J/' Date:_. . / r �� forward Copy to: S Sign ure Rank Time oo/.,,._._ Ilrs. r ,JPPLEMENTARY Southold Town Police Department Incident Report No.'s Route 25 dMCIDENT REPORT Peconic, New York 11958 U 631-765-2600 Page Of�- Pages Narrative:(Print or Type Only) 1 77> Q C�eti� MC>IZh� C. .- 1j-A�(k�. JaaeAt—=�o4 C Fil Signal a of Investigalin O cern 1 Name:last 2 First 3 Rank: t 4 Date: k 5 Time Firs R FOR OFFICE USE ONLY K-Report to be Resubmitted ❑ INCIDENT A-Under d b F-Ref.to Chiefs Office: K o Reason: O STATUS B-Cleared by Inv: G-Ret.to Chief of Operations C-Cleared by Arrest H-Ref.to Traffic Div. ---------- --- R CODE T D-File 1-Ref.to Del.Div L-Other_ E-Incident Unfounded J Ref.to Youth Div. s T A SI Cod- RPVri Ino nt1_er Date:_ 9 /.2k/ Q/ Forward Copy to: Finnat6r- V Rank Time 49c�1Z_- Hrs. f7) � Ude � e, ADAM B. GRossmAN ATTORNEY AT LAW BLDG,DEPT. P.O.BOX 155 130 COURT STREET RIVERHEAD,N.Y.11901 TEL(631)737-4300 FAX(631)"4W October 31 , 2001 Southold Town Hall Attn: Michael Verity Southold Town Building Department 53095 Main Road Southold, N.Y. 11971 SENT BY FAX TO (631) 765-1823 AND BY REGULAR MAIL Re: Lot #10 owned by Overlook Court Development Corp. Paradise by the Bay at Southold SCTM # 1000-70.00-013.00-20.10 1,,A,7k-�A I Dear 1* arty: This letter is a follow up to my telephone conference yesterday and previous conference last week with Bruno and yourself at Southold Town Hall. Since my review of the file at Southold Town Hall last week and subsequent discussions with my client, Richard Mohring, President of Overlook Court Development Corp., owner of the above referenced property, Mr. Mohring and my office, with your assistance, have a proposal to resolve the pending water issue. As I'm sure you recall, my client has built a structure and is in Contract for sale of the subject property but is unable to obtain approval from the Suffolk Count Health Department to locate a well on Lot #10 due to the requirements of the Health Department. Our proposal not only has been encouraged (and in fact was suggested) by your office, but additionally has been encouraged by Robert Petritsch at the Suffolk County Health Department (Tel # 852-2100, Ref # R10-98-0159). My client's previous proposal was to locate a well on Lot #12 on the subdivision Paradise by the Bay (See attached copy of filed map) and run water pipes across Lot #12 and Lot #11 to Lot #10. The basis for doing so would have been an easement which burdens Lots #12 and #11 for this purpose. However, after discussion with your office and the Suffolk County Health Department, my client now instead proposes locating a well between Lot #7 and Lot #8 on Southold Town property along Kimberly Lane and running water pipes across Lots #7, #8, and #9 to Lot #10 owned by my client. It is my belief that this alternative will cause the least amount of disturbance to the surrounding area, and will additionally make certain there is no disturbance of the perimeter of Paradise by the Bay at Southold, which was a concern of your office. Mr. Petritsch at the Suffolk County Health Department has assured ,,-ry client that he will approve such a plan, and my client is willing to proceed. However, it is my understanding that in order for this plan to move forward, my client will need to obtain the approval of your office and perhaps additionally the Southold Town Planning Board (by letter or resolution). Therefore, this letter shall serve as a request for such approval. In addition to a copy of the filed map with the area of the proposed well location between Lots #7 and #8 circled, I have also enclosed a copy of the current survey of Lot #10 for your information as well as the current deed to the subject property for your information. Please advise my office at the above number or address should you need anything further in connection with said approval (s). Your prompt attention to the foregoing is very much appreciated. Ve wly y s, L= Adam B. Grossman ABG:ag Enclosures cc: Overlook Court Development Corp. (by fax) Adam David Markel, Esq. (by fax) The Suffolk County Health Department Attn: Robert Petritsch Office of Wastewater Management Riverhead County Center, Room S-238 Riverhead, N.Y. 11901 0/31/2001 13:58 ATTORNEYS 120 COURT STREET a 7651223 NO.650 D01 ADAM B. GROSSMAN D ATTC� Ai IAW OCT 3 ra a�us . I isa cover n� 6 BLDG.DEPT. ►1 Y.118o1 l OIJTFfp TEL(581)m48oD PAX(m) FAX TRANSMITTAL COVER SHEET DATE: ItO X1200 TIME•o a.rrY�p.m.l T o�- a IJ< V D L. 1 „ TELEFAX NUMBER: 8223 NUMBER OF PAGES INCLUDING THIS TRANSMITTAL SHEET: PLEASE CALL ADAbd B GROSSMAN ESQ AT(631) 727-4200 OR FAX TO (631)369- 4080 SHOULD THERE BE ANY PROBLEMWITH THIS FAX. SUBJECT: 0+* t' l9 COMMENTS: HARD COPY TO FOLLO YE NO CONFIDENTIALITY NOTE The documents accompanying this fax transmission may contain information which is confidential and/or legally privileged. The information is intended only for the use of the speck individual or entity named on this transmission sheet. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this fax's information is strictly prohibited, and that the documents should be returned to the law office of the Adam B. Grossman, Esq. immediately. In this regard, if you have received this telecopy in error please notify The Law Office of Adam B Grossman Esq., at(031) 727-1200 by telephone im eediately. 10131i2001 13:58 ATTORNEYS 120 COURT STREET 4 7651823 NO.650 P02 ADAM B. GROSSMAN ATICWJWATLW P.O.HOS 166 1W COMEr STEM i z<lv�n,xx 119e1 affi,(eel)�-seeo PAR(01)SSIW= October 31, 2001 Southold Town Hall Attn: Michael Verify Southold Town Building Department 53095 Main Road Southold, N.Y. 11971 SENT BY FAX TO (631) 765-1823 AND BY REGULAR MAIL Re: Lot #10 owned by Overlook Court Development Corp. Paradise by the Bay at Southold SCTM # 1000-70.00-013.00-20.10 Dear This letter is a follow up to my telephone conference yesterday and previous conference lost week with Bruno and yourself at Southold Town Holl. Since my review of the file at Southold Town Holl lost week and subsequent discussions with my client, Richard Mohring, President of Overlook Court Development Corp., owner of the above referenced property, Mr. Mohring and my office, with your assistance, have a proposal to resolve the pending water issue. As I'm sure you recall, my client hos built a structure and is in Contmct for sale of the subject property but is unable to obtoin o0rroval from the Suffolk County Health Department to locate a well on Lot #10 due to the requirements of the Health Department. Our proposal not only has been encouraged (and in fact was suggested) by your office, but additionally has been encouraged by Robert Petritsch at the Suffolk County Health Department (Tel # 852-2100, Ref # R10-98-0159). My client's previous proposal was to locate a well on Lot #12 on the subdivision Paradise by the Bay.(See attached copy of filed map) and run water pipes across Lot #12 and Lot #11 to Lot #10. The basis for doing so would have been an easement which burdens Lots #12 and #11 for this purpose. However, offer discussion with your office and the Suffolk CountHealth Department my client now instead er000ses locating a well between Lot#7 and Lot#8 on Southold Town arooerty along Kimberly Lane and running water pipes across Lots #7. #8, and #9 to Lot #10 owned by my client. 1 10/31/2001 13:58 ATTORNEYS 120 COURT STREET 4 7651823 NO.650 003 It is my belief that this alternative will cause the least amount of disturbance to the surrounding area, and will odditionally make certain there is no disturbance of the perimeter of Paradise by the Bay at Southold, which was o concern of your office. Mr. Petritsch at the Suffolk County Health Department has assured my client that he will approve such a plan, and my client is willing to proceed. However, it is my understanding that in order for this plan to move forward, my client will need to obtain the approval of your office and perhaps additionally the Southold Town Planning Board (by letter or resolution). Therefore, this letter sholl serve as a request for such approval. In addition to a copy of the filed map with the area of the proposed well location between Lots #7 and #8 circled, I have also enclosed a copy of the current survey of lot #10 for your information as well as the current deed to the subject property for your information. Please advise my office at the above number or address should you need anything further in connection with said approval (s). Your prompt attention to the foregoing is very much appreciated. *AdomB, ABG:ag Enclosures cc: Overlook Court Development Corp. (by fox) Adam David Markel, Esq. (by fox) The Suffolk County Health Department Attn: Robert Petritsch Office of Wastewater Management Riverhead County Center, Room S-238 Riverhead, N.Y. 11901 10i31i2001 13:58 ATTORNEYS 120 COURT STREET 4 7651823 NO.650 D04 me berili a of creta and ueeieeb abAsel AMaow we iron fhb cba,V'anANN a,d or fis WH ebaird Ae,n enlwa. Me/ SCD14S Ref. 0 e/.� � ROXAMW RQ RIO-98-0159 eh•pLL LOT 4212. r �3&y4' SLOSU10l SEWAGE DISPOSAL R (L�`` `'`•yt• SYSTEM DESIGN a"' - '+seo sane r/10 � M eY• J7r°OSEP" BART t$ TTI, P.E. ,•+•' •re terre ✓.r r _ \N SOUTHOLD. A Y. 11971 s s' �" s° ISO) 765 - 2954 eAOHO e.rpr w1_ as 1E es t'..,. 2 LOT „ g r.ai 1 am lamAlWr with the STANDARDS FOR APPROVAL AND CONSTRUCTION OFRFA SEWAGE raa DLSPOSAL SYSTE5#46L MS FOR SlNGL.£FAMAO LY RESrDENCES 'd and wN 'bide by fhe eondlllom set forth thereto and on Iba pe/mif to Cont/rye!. �-•'� All All 11P� a , Q SUR VE Y OF CV ' "- 3 PROPERTY ( � of, r•^so�°'�• - A T SOUTHOLD TOWN OF SOUTHOLD � SUFFOLK COUNTY.—N. Y. 20-4.0 Seds 1" = 40' N.pv. T 1988 z Jw. 2, 1997(Topvgr*M% &/info J wA'�r Fs •' r•i AVR 86, 19197 f SWAfteftR l w 1 l9d .tenL ell IS" oe,+re�.,iimy Plan t FE6.P3,2000 r Wol Asa � MAY 3, 2000 I cele. louealaYers 1 I of $)_ - DEC. 1, 2000 l rMalf l s OCT. 3, 2001 f 4r11 foaaReh I \ t� 9OnC �(v,'•. o' Tes/ 6wjny L N • ell M.N.0 San 44 e/ bp�i• r' r Laa.n � Fj� j \ /;1• �e.✓ �% fes°r.,nas.. �s'�J � L6�1 irfM1 � 3.8 Sand s/ ` M6.0 p r•pY �� w �' lvasiB tern •opO 70 �K� WOOL jooftw 1�0 eC fns I• -SI Sand 30 la ale ,o a 111,Is �' !! tl Wd°.inN6n e �` ��� 14 5,//y Sd•s IX {ne I mec1 QPL-i NMAP�OF PARpa E 9Y THE TO 8 So-nes sP V FILED NO: 4 ISFV F/Lf NO, 6463 Z / AT THE OFA OF rME SUFFOLK FdoeG Za,1E All COLyJTY CLERK'S Fie2M a 3loo•a15 5 AELL YO BE LOtJ 7�p ON/E D ���T 45 A10 UAI RED ..^4801 UREA All, 44,759 rp¢ft gtAZE l�r� AMY A44M 7XW OR Yo sur a• Nait.a Ysw t �r�1p s MN LA AeG�bC4L 42�TK blwvFi�aa ,S. LIC.. NO. 49618 i Y IT 601CY�ttN ul t►E -AL by- / C 02 Y r63/��763' - ov rw .U�aOwIGL YFI�OP7Ir A COiY ELEVA MW AAV CONTOIAQS ARE P. I A� �i�wiTN C�aACF'imr uc•'M MgMTD M TO N..�V.DSAm . JOU . ,9E9Tl - N m - N m m r �- roof rt E T` K liJ' OD 1976 NOV 4 offlo"' �. aAawrrtf f J 1 i vY,YY • ww 1 S A •� N - I q, rw A LO Tr CD w'Y'.r �.�.�... N WJW rIN 14P rS i yrwrt _ � f 1 - . a !\. wpOnf J �l0 O 1 41 1 0 APAP�/OF'0/ �/ ��'t•.`37C AM*W lw ��—�Ma..Yi.�YA01wi `may tii -I w/'sn .IoM' -/ w : r w_ •9YNNY0 '��.G'� . J1 �J � a w � w •- wrrt\w0 ssr\o ����. Awft mo or C•V V \\ b 0 1�� f w . f I w' .Iw' 9Y1V71A'L'OIMY NY — — Ln r. � �or.aaww �y •� • Y.>>` • Y~� I _ �.r•�.r~�:V .�.�{P1Ygr.,wr.\.•Yrs. O m Ln 10/31/2001 13:58 ATTORNEYS 120 COURT STREET 4 7651823 NO.650 906 "Ceaaidor. • less•tMa _f, 5100. C rO1 VLT"KIN LAWera teMree wewsw"M owauawwr—two sKrlwaw OW{e M lett sm Unliv Bp pas. : . 10862-pim 35054 +'%� lA/•'/I TM PnMWLB$made oc 5 , der d Jamsee r; ,oarien[wtd s•d ei Bn t!—ssae NOflRLAC- ENTERPRISES, liC., • deeeratic col?nraifon brains ito 1 ' i principal place of lueioess' st 347 Clen Cove Arenas. Sea Cliff, NY e 1000 07016 jim+T OF lee foe pa ad 13.6 # 0200 L O 1 1000 i OVERL001 COULT DEVELOP"ENT CORP.. o doseatic corporation isesag Ito 07P 00 principal place of bosi.oess at 313 Clen Cove A.enoe, See Cliff, pT pane,.d:tevermijpars. . 420012 Ws I ME= 14,rlwr *ppm d ere Ase pat,in gongi9rrarim of Tea Mout s:d«otr ra4abb ews daadao rid;br chs Iasm. of rhe grand pat den ao*"t end eterew irate Ow parry at else sand pan.eta brim m 1000 :[w•nars a.ed zwoy ,d the err al tee tmemaj pan(Mart. .. d7t).00 nld.sA% restaa 146: pine m pared rf WA,will, stir ImMag :na imtsov,r m ihetans macre?.sign-s•. i 13.dD tJr7 sat Ie:nF n rhe 0�'J014 Town of Southold, County of Suffolk and State ofFew a Tart, pelagg fvrthar desrsibad as lots 110 12 16p 16 God 19 ad a certain In 1000 entitled "Paradise by Lhe•Bsy" film in the befice of the Clerh e{ 470 ` the Cowl of Suffolk in Ilovesber A. 1976 as !lap No. 6463 prepared by Tom&& s loses Sarwesora. 020016 i 4irsaWL'.aeLaia':de,rtbe. ssae:es..,Ornateol 3ti..,deed:.dated:Dece:oar-:d9a 1000 1986,end socorded PeOrmmvjFvlO*' 19021 at.tl&bdr'loiill—T,72 rf.sba -070.4a OftiCe .,4 see 5afforlk Causty,Clerk. 42']01 B 35o54 , Lr 0 - =1L7 . . n..s:>:,�, .:�,.�•�ew,asp sf.S1 1669 7f1G6f3R, ie all risky sislr ..:.' inti,+r, i! anm..ef tlw perry Of stir lux pas m std to par laws Ind tads 'babies dg,abmr deaa;W pormi+ to.rhe closet line thereof;TOWNER.rack slat apps rsomea t am RD the grow and ri:hrs ni the pant 4 hto pan 1• and in`d pueaiet. TO HAVE AND T6 hMW she ptemita htrdh}oelfUd umt•the pr r., -Cmd pas,de brie rc ram curs strl awlrb of,ha parry,d dam h erC04d pit•fan•T ` ' 1 AND rle from of rim Sr•pa:s covnon,s rhes she party.of she fun part has nor Stew or m:iereJ aemriing wbtads. rhe low prrmnet sure hewn trio mbrrs'ss ii am war wneeaer,czar as aforrmi? Av0 ate pmm N the fiese p,it,in :hmpGam wish Sen;eo I of dw Lam Lay.transits ihif rhe pussy at ria tier pen-will sehir,r the eamfiAmrion Im tlas tan.ryarri and will hold &-e,sht to tg v:ve h,eh ninsidnwaiw ti I s ,nese lurid in`e aprd;rd lief:lot she pt,r vm.4 rti ias she tau,A tsar it vwTruenr and will ipplf Or ytu first to r see Pasant Lf the g+-e of.Se imptr.vment Lairs.using anyran of rlw tolal a!:M Wave lar my atlwt ptrxa, y .. Thr word"pt7'seul: lar mr-med a if n read"positivewhenwn to mink rl:him NAM-ore 0 IN WITNESS 1V14EREC/r. elms piny of tfe Ent part his laly eaeni:aJ-ir::dpi.x i:y and leaf E.w ahaer w:irml Ile ,str'lriF .40"RINC ENTERPBISESi INC., b � . t:f.>:or m s`' en Vice Frojildent `h 3290 _._. . 10/31/2001 13:58 ATTORNEYS 120 COURT STREET 4 7651323 NO.650 D07 i 71 . 1086r4fi078 SIA"do mtr VOIR ew-w T 0 wt'♦•TA"o9 w ra:<Cox"OF e 9e eh d+Y of 19 .lehva ae I Ua de dal of 19 -.fz'ue me ,eae4,111 QVW plum*oma m mu kae em m be the i.dividta! deaveb.d is d obs m or to he toe ild&woW dramkeO is,wa*I*, aeetered drc la.epi�r Innaamoct, and adoale�ed Ojai eanmm! wL- insist, t. red .dnmw* 'Jw &E SAW. ms i I STA"Of MN VOI1L CWr"w s.`RAR 09 Flow FOIL r mom as R Suffolk De ek Srh &T d Jamuarr19 8 21=Af Oa the •S.of 19 bt:m ae ps�neIIl,mo.4 e' p A M 1r i{s�a' r Phu►more - e4W f 6i er!8aq Ak df�tip it and the wbretbia/vitatu to the iae as teueotaao1,smith>.her "y"t 5e MAN as. I am ptatmaLT aoattaistal vho, by me dtlr memo,did 347 Glea Cove Are., depmemdsrtbar he eaiiau n ehse"Itwt, NY of Y1ee Prm�epsrlde-ne d„t keyee., in ria"w t3dlattaOrwe Ib Aa TSLuamC �t �k to be the s� kwm the sal of OW tarpma%W;that Do fid dealDrd in red vft c aarei the faegnieg busmose die i iswote t is ash arpnm stag;do it era p airowd bT tech I he.sig abtati im tinct%ow ptamr ted SAS of de baud of diams of fid atp rmso.ad dw he eaae the mar, led thre be. aid oiutm a the Mw -i siptaed hl s sale deme b kh'ke m time>:tbelbtat h am a Son tlmimG, 7 STATE OF NEW YORK y' County of Suffolk ss.: 1'ED WARD P'ROMAINE,Cleric of the County of Suffolk aad Clerk of the Supreme Court of the Stale of New York in and for said County(said Court being a Court of Record)DO HEREBY CERTIFY that I have Compared the annexed copy f {� Deed liber D o2, at Page Recorded / �� and that it is a just and uue copy of such original peed of the whole theteof. and IN TESTIMONY WHEREOF,t have hereunto set my hand and affixed the seal of said County Mw Court this � ,.r ........-.. �-7k, day���r',G 2001 Form No. 104 tet.. .... .................... CJerh I .'J 71iJIM0 �. �s .. gfltl0931! 10/31/2001 13:58 ATTORNEYS 120 COURT STREET 4 7651823 N0.650 p08 � 1�186k�i07L° Tran a few Teuc CWWV 01 .> 'brAn W hW tid:s enutrrr a s: rb rhedty of 19 ,bdser s 1 Mail tb v d 1? •.befwe me 1erAMII r 1 pesmear am i M me kn w-"to be the imimidcei desaa I in 0011..b o to keoav e'be dtvds i+C+i" &r=wd is flea rbe ,yeeaeed � ist�mear, m0 Idmdel0ei dMtcumes[aC4 Ad*wwacwt- rte Cl Ter. Klmoelled�3 alte[ r - i irf eo a atw ear.MON"ai at�hlran M q mr rerc eauhrllr ty ,n Suffolk Onrhea Sm1t 67 of Januaryl9 gq before ee Os 111d 'IL,of 19 ,telatr mPorro y G.steM poonoy ester a e:rs kaer *JWAdse'W�dir&p=end the whaibingg eimm N the ,V iaweoeet,vitb armm my that St tali"BE-311- 1 ro Paeary■apait a L who,b jaj by me dWy seta AW 30 Glee Cove Ave.. depaeoadty&t heW.,lisitNa. %Isis a tk WM f. 11v of Yt�Cee Ftrfeesliidt+en: due he}two in ri36'M taeotteart�Ttai�r.(ie'at- tion darrrihtd _ Lwl lervrs tae tat of eid emp irsda;tut the wa sffi:d a raid deznW is rod'wha tam-1 the faedoiod 5elaraerr dtte ittmumrar b 411116 OwFOcw"'ties:it twr a W rmd by adv be.mid Bede Li ,t lista,alo Pterml ked me of ds bard of 6temmt d aid m*wsdm ad *u Ie orwte du Baer, was lb" be. eki mio M tt LLT esoe t deed Fels mesa Craw by 1169 dee e6aw h orae at wiem tbmeep C hbrear CAMILOVI'M res. - •� PAIGAIN AND ME DP6N �cstw ®IM COe191Ner AWWe GRW1pe.Y AM rLO= '-•{ � lar idONRING I11TF.RRRLSBS. ,iNC.; mtatrl'oaTo" ' •{>fl Rsetied a Rcgwst 4 LIM t• 1171E INSURANCE CUMPA.w I" OYERLOOL:COYAT DIYILOp+IINT:CORP. <j1USk irr�uptq: ;airlr+re esea on w t 'wile 90"M meee.ates i CM WYN INS$) CARDINALE L CARDINALS i Nele Load. F. 0. 0-goer Y atrteerf�tuemr:..ery Jasospert. Now ToisRt iqo g i] Y717,^t1R('.. w Sal C. � ... v71]Stily'v ai r.i -E3fIb��3ti 10/10/01 10:14 FAX 5168522082 SCDHS-WWM 02 WWM-043 (REV 5/2000) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES OFFICE OF WASTEWATER MANAGEMENT SUFFOLK COUNTY CENTER RIVERHEAD,NEW YORK 11901 631-852-2100 NOTICE OF NON-CONFORMANCE-RESIDENTIAL TO: C/i 04e u r-'Z� H.S. REFERENCE NO: A0 r y ai S 9 3.31- !II��+�y� a� '� PROPERTY OCATION: C� 7r- .�.rs� /7��G� �/' � // S!•'S city �/GG1.Gai �,s,� f"�v �i.+,. This application is not being processed for approval as submitted because it does not appear to conform with the standards/requirements of the Suffolk County Sanitary Code as indicated: 1. O The installation of a subsurface sewage disogw systems)is not permitted when: O The proposed system will be less than 100/150 feet from neighboring well(s); proposed well; surface waters and/or wetlands. O The existing subsoils on the site contain meadow mat, bog, silts, clays or other impervious materials which extend below the groundwater table or existing subsoils in the area are unsuitable for the proper functioning of the system. O The groundwater or drainage conditions are unsuitable for the proper functioning of the system. O The population density equivalent exceeds the limit of one single family residence per one-half acre and/or one acre. O A public sewer system is available- 1. )i�The installation of a private water apply well is not permitted when-, O A public water supply is available. The groundwater supply in the area is inadequate for individual water supply wells. O The proposed well will be an insufficient distance from proposed or existing sewage disposal system(s)- 3. O The parcel(s) being applied on are apparently part of a realty subdivision or development, as defined in Article 6 of the Suffolk County Sanitary Code,which has not been approved by the Department for the method of sewage disposal and water supply.Prior to further processing of the application, it will be necessary that the owner(s)of the overall property file a realty subdivision or development map with this office. 4. O The proposal is not in conformance with the conditions of the approved realty subdivision or development map. 5. O OTHEWCONEKENTS: ,L.i L.r�.,a. c..�E�'�/�/,V� f �`//'1 qtr �'!/• _ f ;�Ii1 e'.�C.s./ If this matter cannot be resolved, you may request a variance from these standards by applying to the Department's Board of Review(forms and instructions enclosed).Prior to applying to the Board of Review,the residential application must be completed Date Prepared I��7/ By te-r36t..i?1ov<p WT 2 12001 SLOG VIEPT oq (7) cv �v�11�_ rj�cJ��.�h _ ,�;�ti�;�-� l_ , fid, G��c� 11111-111 K COUN'T'Y D'P RTMENT OF 116AI7'11 SERVICES P � CE OF WASTEWATER MARX - E 'I SUFFOLK COUNTY CENTER �� , �L MURHEAD, NEW YORK 11901 d, t ' S 631-852-2100 lr4 MMM Or 1QN•CONF0I�MANCE - I<SII)�1yT 1 0: Aw r/ii t r C�h p'-P>,,✓'t e �..e. ?� H.S. REFERENCE' NO: PROPERTY�OCAf10N: `�-•�--- �--, -- - - _ -- /SYS u, �G%/r�GlG� ,G�_ ��v .i r�� . This application is not being processed for approval as submitted because it does not appear to conform with the sta:ui;utls/myuinmcnts of the Suff.,lk County Sanitary Code as indicated: 1. :) The installation Qf b i5iS1t1S�_�C1i i:+_dl itayst Lel n k&1.tLflt�fl_ri�4� 0 'I'he proposed ,system will be less than 100/150 feet from neighboring well(s); proposed well; surface waters and/o, wetlands. c) Thee existing subsoils on the site contain meadow mat, bog, silts, clays or other impervious materials which c s,wnd below the groundwater table or existing subsoils in the area are unsuitable for the proper functioning of the system. The groundwater or drainage conditions are unsuitable for the proper functioning of the system. 'I'hc population density equivalent exceeds the limit of one single family residence per one-half acre and/or One ailc. A public sewer system is available. I. �4 17te,ilist,ttll))Iiwl pf_0--pyinAt-WaLer-supply wth is npj permitted wlten; A public water supply is available. 'I'hc Vi oundwatcr supply in the area is inadequate for individual water supply wells. 'I'hc proposed well will be an insufficient distance from proposed or existing sewage disposal system(s). 3. ( ) Thr p;urcl(s) being applied on are apparently part of a realty subdivision or development, as defined in Article b of the ,Sullulk County Sanitary Code,which has not been approved by the Department for the method of sewage. disposal and walcr supply. Prior to further processing of the application, it will be necessary that the owner(s)of the overall properly file a realty subdivision or development map with this office. 4. t ) The picyx,vil i.e not in conformance with the conditions of the approved realty subdivision or development map. 5. �"/J r � Z(i ,Jif-+l h�.,�` ..}".A/ ./'ly.u'-.'1..1�'C.'fflr�if Cr:r"�r C�.'�'• �:�'/�a� Ili �Gd•.�-i C ll // 11 Illi, maltel cannot be resolved, you may request a variance from these standards by applying to the Department's Board of Rcview (fin ins;nut inetruclious enclosed).Prior to applying to the Board of Review,the residential application must be completed. ByDate Ill epai eel r j� - -- - ---- --- _—_ 1.Agency `` ,,� 1 2.Division/Precinct J.ORI 4. Orifi 5.Case No. ( 6.Incident No. o'AAAA^,t ovt1.� �' 3 _moriNY oSI� LJ sopa iiO ok0O G ce 7.Report Day 8 Date Yr 9.Report Time 10.Day 111,Date t 2.Time 13.Day 14.Date 15.Time �►7jz '"l 1T�) �k \�2.�5 "{ %q I O\ \Zy6• nsr n.�y yr 16.Incident type 17.Business Name 18.Weapon(s) A o\% O 19.Incident Address(Street No.,Street Name,Bldg,No.,Apt.No.) 20.City,State,�Zip(❑C 1K1 ❑V) 21.Location Code B 1W.WORM3 a K:•v\�F.�` 1.r._ So ,.\O 1�=1• IzJc'� 23.No.of Victims C. ` 1 2 21.No.of Suspects 3 vts a�}1 cel' D'.13 �€ -,... N•y7C �+� '� �btj6.Vlciim also complainant (]VON jVW? T" L NCLAN2 E. l CU ; Z P :C2Q%1 tWd t'� 6-1 -2- oCASC:o �oSS Z9 III K; �o� r�_ tri -�ffd4 ' <411O1 v \.2• \3 H. IA o • 3 �P ,\(�k/k�2 3S \3�(0 Sx:AA*`4 t3-'Y- F J, . r. of SrpFr:r 27.Date of Birth 28 Age 29.Ser 30.Race 31.Ethnic 32.Handicap 33 Residence Status ❑Temp.Ras.�Foreign Nat. E ❑ M ❑ F ❑ White Q Black Q Other Q Hispanic❑ Unk. ❑ Yes ❑ Resident LITourist❑Studentfl Other 1 S U Q Indian Q Asian Q Link. Q Non-Hispanic Q No ❑Commuter Military Q HomeVeess QUnk ' 34.Type/No 35.Name(last,First,Middle) 36.AliaslNicknemendaiden Name(Last,First.Middle) 37.Apparent Condition K O Impaired Drugs Q Mental Dis ❑Unk. - N 2 '(���`;� (] r`.' r Q Impaired Alco Q Inj1 111 Q App Norm W 38.Address(StrI 4t ,5ti"I Name,-Bldg:No_Apt.No.,City,State,Zip) 39.Phone No. ❑Home 40.Social Security Na L F� 'l r• Q.Work W V t; 41.Date of Ofrtl 42.Age 1 43.Ser 44.Race 45.Ethnic 46.Skin 47.Occupation W L: ' ❑ M Q F - White❑ Black❑Other ❑Hispanic❑ Unk. Q Light Dar4 Link. M. V1a Mn Ur Yr 9 ❑ ❑ ode% 1 1 1 ❑U Indian❑Asian❑Unk. 0Non-Hispanic QMedium Q Other 48.Height 49.Weight SQ.Hair- - 5 L Eyez 5 Glosses; 53.Build 54.Employer/School 55.Address N .2 N in u dYes❑ Contacts QSmall QLarge _ NO Q Medium VI ,jj S6.Scars/Mark$/Tattoos(Describe) 57.Mise. 1 t r � TABLES [AM 1 IAMEU IABLFV owe QW t 59.Vehicle 60.License Plate No Full Q 61.State 62,Exp.Yr. 63.Plate Type 64.Value Ill.C ';` Stain •r PartialQ ai.P+ 65.Veh.Yr. 66.Make 67.Model 68.Style 69.VIN, 6 70.Color($) 11. Towed By: 72.vehicle Notes 7 IN To: .� 73. ` II 't O\rt/zi a�S 04� cST t �: QaS:Arati;c os-� '. �`•-{1>.. 9 '.+ 1a4.ysv O Q.�t�t-�:l.7 A :►+G M \\ to z's ne yJC_ t1 MV. - 1 `_UIk- t O A asO � tY ZCS� .7C•ASL'i0 ' Z a.f�T�:Pr - �o 0 `, l' �L�, 4�0', H t^n � T ,tJ FC t2 :JCS W!%I . IA'Z r -% �a.�ei Ttoexa.. .�. �t4 4X2isfxIryis,>�', rjxa2IJ V!I -oI 13 QAf5l°Y'N ` I-3 "� A0_�I a.3 QC :S �' - - Pkj a a 4 T`k\C �7G ea 9"1 be A :Jit tt� prat 74.Inquiries(Check all that apply) 75.NYSPIN Message No. 76.Complainant Signature Q DMV Q Went/warrant Q Scofflaw ❑Crlm.History Q Stolen Property ❑Other 77.IT Ofti Sign re dud k) 78 ID No ta^ 7 . upervlsor mat a(I dud R k) 80.10 No. �- f J' 81.Salus ❑Open 4JUlOyed(If Closed,check box below) Q Unfounded 82. Status Date 83.NOdfied[TOT pf 0 ❑Vict.Refused to C P- ❑Arrest Q Pros.Declined Q Warrant Advised ILN C] uv, ((T�7/) 7 -No Custody ❑Arrest duv. Q Offender Dead Q Extrad.Declin Q Unknown V / oil a - DCJS 3205 Q7971 -FALSE STATEMENTS ARE PUNISHABLE AS A CRIME,PURSUANT TO THE NEW YORK STATE PENAL LAW. SUPPLEMENTARY Southold Town Police Department Incident Re ri No.'s Route 25 INCIDENT REPORT Peconic,New York 11958 631-765-2600 Page_A_—._Of Pages Narrative:(Print ((o``rType Only) KAT- C 16o " CCG (('' Q.� • �- » � _kp �[]..s�'.:S _..�t:_v�,^v.� lU' Z F-S ' �o Z A+..r� Au CL-- a✓o _ 1S o� �a� ' C�`IJ:S�o,.� SJ2 ' •.5 i 1 \ACeA oiI,-3 lel P_ASev1�e ..��I• � sa2Aeti'S A4.4 y•)�� U�J:S:orJ _�3. t� arZ Yh �J���� owe% �paw �d1A.A \J,—AAo� Noe- Signature of Investigating Offi rs 1 Name:last � 2 First ,J 3 Rank: �f-�. 4 Date: /ZZ/err 5 Time rs RFOR OFFICE USE ONLY K-Report to be Resubmitted ❑ INCIDENT A-Under Inv: F-Ref.to Chiefs Office: F B-Cleared by Inv: G-Ret.to Chief of Operations Reason: K o STATUS C-Cleared by Arrest H-Ret.to Traffic Div. R CODE D-File I-Ref.to Det.Div E-Incident Unfounded J-Ref,to Youth Div. S T A State; Cnrl=� Rav ing Off' a /7// ta Date: l i D/ Forward Copy to: i 1 � Ju ��sSign ue nk Time .U��-- Hrs. ,UPPLEMENT,ARY Southold Town Police Department incident Report No.'s Route 25 INCIDENT REPORT Peconic,New York 11958 Page Of 631-765-261x1 _,4.,____Pages Narrative:(Print or Type Only) 3 "C�U2 4--:" .� 4z•C�V� -G yt.�A vrA �j�,�-ice_ (i :�•��':,r.C... \�F !'• lan. V .C.c. ' QC`�Pti� MC�h�n:�' C .�1.�\`R\''''�� �� -�t�•sY�ACl�'_? _.-- ❑ Signat a of Investigatin O J cers `�^L 1Y_ � -� •�I a cn tvAg 1 Name:last � 2 First Y J 3 Rank: 1• => . ' 4 Date: /=Z/ O k 5 Time rs R FOR OFFICE USE ONLY A-U F_ K-Report to be Resubmitted INCIDENT Under Inv: F-Rel.to Chiefs Office: K O STATUS 8-Cleared by Inv: G-net.to Chief of Operations Reason: A CODE C-Cleared by Arrest H-Ref.to Traffic Div. T D-File I-Ref.to Det.Div L-Other E-Incident Unfounded J-Rel.to Youth Div. 3 TA SI Date: /2k/ 0/ Forward Copy to- ^ � /y 3 s Signan Rank Time 010Z Ilrs. A4 jVs2ier4Q U4 /l�+C�� n CZ.eQ� o7( 2r�(°( 0 UC4 LU[e(L�/�/+.R.mPF✓ , C'!/YA/l!2'� p /tP2 G`o2R �� a-QQ x �r42gt� ; OL/ 1� . 6,eGe�. c¢�CQ �i��2e .c�mG<,l..w-� y��eA , � L � t� . V �� ;°�D, z �f� ��. ��_ �� i �iAO �u�i� Cr w �t7I�eQ, A�� i l 97/ CFJF''� � C'le4�w Gu�9ruC'�4 . ate. acu��' '��ce�i(c ��7Zw�'���� l�G�tG �aed, aN�,a � BUILDING PERMIT REVIEW CHECK LIST Applicant/ (� Date Owners Name: Vyeg 1.�1t CouRTrgye�oprs�T Reviewed: Architect/ Date Engineer: Poaer+ 040-Cd6�tOT Submitted: SCTM #: District: 1.000 Section: 70 Bock: 13 Lot: �I0 Projectp a Subdivision Location: 6035 H. bAYt/r:u/ dAU Name: =separate RequJ� certification: (Yes o +�4+ Req. Rey. Zoning District: [Lot size: Actual: Aero 9 I [Lot coverage Proposed: ] Req. 0 Req. �C.7//`�S Req. [Front Yard Proposed: ] [Side Yard Proposed: t [Rear Yard So Proposed: ] Project Description: AGENCY PERMITS Permit REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. ei f>40RdzM) 910-,78-0151 New York State D. E. C. MAiNfo?#Y �S K6y9 Lk —fP0 1-y000(c8`op0o 2 Town Trustees 21/5190 OUT o Ju FIs��oitl+� Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation ??? //,,�� l Flood Zone: �EC` $/ CoStgt_ ',I AWZ4- It�lb-9c:i D"- - No A56'I.1HtT- EP22we DRr WeAl, �CYaNP QS'' PR^'� a.�rlltNs . IRst'�i�oR. '►V8CAR COW r; 3. 4 21 Ili rfAL Form ir- `lS ANO ACCs Deces f. Q pp C0vsxa4D RsRch 000iTlbvbil.fW 01 Ir loo ��pr1tD FloOf� 6 96 0 0�. o AW If FECI Unc 229 Seventh Street,Suite 200 eNGINH MN(, Garden City,NY 11530-5766 SEAR BROWN hiaN IN(TION 516.739.2901 phone coNsraucnon! 516.739.1206 fax www.searbrown.com October 19, 2000 Mr. Richard Mohring Mohring Enterprises 44 Sea Cliff Ave. Glen Cove, NY 11542 Re: 48 Kimberly Lane Residence Mohring Enterprises Dear Mr. Mohring: I have visited the above house under construction and reviewed the items you requested. In particular, they are.- 1. re:1. Squash block construction at bearing wall in master bedroom. 2. "Anthony" power beam supporting second floor bath at garage. 3. Reinforcing of Nascor joist in master bedroom under knee wall. From my observation at the site and information supplied by the manufacturers and to the best of my knowledge, information and belief, this work conforms to the loading requirements and is in accord with respective manufacturer's recommended standards. V y ruly ou OF t4j kw Y obert C. Tast 5 t cH4 oq ject Manager 40�° 411 r pF +*1 to,*% �fRED �A ARCN�� L UOBS191240\DOCS\ elmg(Kimberly Residence).doc May 12 00 04: 36p Mohring Enterprises (516] 674-9776 p• 1 Mohring Enterprises 44 Sea Cliff Avenue Glen Cove, NY 11542 Phone: (516)671-0481 Fax: (516)674-9776 .A, iN Date: May 12, 2000 To: Southold Building Department Attn: Ed Forester From: Richard Mohring Re: S.C.T.M. # 1000—70-13-20.10 Building Permit#263742 Dear Sir: 1 In reference to the Foundation Location Survey regarding the above captioned property, this is to advise that the part that makes the house look like it is not 50' from the roadway is actually a four foot porch. This is not part of the actual structure which is 50' from the roadway, as required. I will call you on Monday, May 15'h to discuss this matter. Very truly yours, Richard Mohnng APPLICATION #_ PAGE 1 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- L STATEMENTS REIN AND IN ATTACHMENTS TO THIS APPLICATION ARE, TO B T F Y OD E,TRUE AND ACCU T . (APPLICANT'S SIGNATURE) DATE SECTION 2• PROPOSED DEVELOPMENT (To be completed by APPLICAN n NAME 1 ADDRESS TELEPHONE APPLICANT()VPK 7 ' De . 44 Set,-Ll/,r?1-"A,,, G/4414t,,e (671-cam/ BUILDER Wc�\ig ��L Gti r ��� �y Spy- c�,f�v}t,� Cs Int 4 �,r . c9/7i -/. ENGINE ? y6, Z360 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. L'G h t-1 10 X "' ►21 zt; i� FDP(93) APPLICATION PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE KNew Structure O(Residential (1-4 Family) ❑ Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ Non-residential (Floodproormg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S t-WX ZC�Gf CGU B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling I"-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 ❑ Subdivision (New or Expansion) 01ndividual 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 +NQJ located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). O Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) ❑ Unavailable ❑The proposed development is located in a floodway. FBFM Panel No. Dated ❑ See Section 4 for additional instructions, SIGNED DATE. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-00068/00002 ■ September 3 1998 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the Environmental September 30, 2003 Conservation Law TYPE OF PERMIT ❑ New ❑ Renewal ❑ Modification ❑ Permit to Construct ❑ Permit to Operate ❑ Article 15, Title 5: Protection ❑ 6NYCRR 608: Water Quality ❑ Article 27, Title 7; 6NYCRR of Waters Certification 360: Solid Waste Management ❑ Article 15, Title 15: Water ❑ Article 17, Titles 7, 8: SPDES ❑ Article 27, Title 9; 6NYCRR Supply 373: Hazardous Waste Management ❑ Article 19: Air Pollution ❑ Article 15, Title 15: Water Control ❑ Article 34: Coastal Erosion Transport Management ❑ Article 23, Title 27: Mined ❑ Article 15, Title 15: Long Land Reclamation ❑ Article 36: Floodplain Island Wells Management ❑ Article 24: Freshwater Wetlands ❑ Article 15, Title 27: Wild, ❑ Articles 1, 3, 17, 19, 27, 37; Scenic and Recreational Rivers ■ Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control ❑ Other: PERMIT ISSUED TO [TELEPHONE NUMBER Richard Mohring 516) 671-0481 ADDRESS OF PERMITTEE 338 Glen Head Road Glen Head NY 11545 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER NAME AND ADDRESS OF PROJECT/FACILITY Mohring Property, Lot #10 Kimberly Lane Southold NY 11971 LOCATION OF PROJECT/FACILITY SCTM #1000-70-13-20.10 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Southold Ba DESCRIPTION OF AUTHORIZED ACTIVITY: Construct single family dwelling, sanitary system and drive. Rear of house shall be greater than or equal to 75' from the existing bulkhead, All work is to be done in accordance with attached approved plans stamped on 9/3/98 by NYSDEC. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Charles T. Hamilton (CA) Building 40, SUNY, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE Page 1 of 4 September 16, 1998 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee has accepted expressly, by the execution of the application, the full legal responsibility for all damages and costs, direct or indirect, of whatever nature and by whomever suffered, for liability it incurs resulting from activity conducted pursuant to this permit or in noncompliance with this permit and has agreed to indemnify and save harmless the State from suits, actions, damages and costs of every name and description resulting from such activity. Item B: Permittee to Require it's Contractors to Comply with Permit The permittee shall require its independent contractors, employees, agents and assigns to read, understand and comply with this permit, including all special conditions, and such persons shall be subject to the same sanctions for violations of this permit as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way that may be required for this project. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when written or verbal notification is provided by the Department at least 24 hours prior to such inspection. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications If project design changes become necessary, the permittee shall submit the appropriate plan changes for approval by the regional Permit Administrator prior to undertaking any such modifications. Be advised that substantial modification may require submission of a new permit. The permittee must submit a separate written application to the Department for renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires.Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities(SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 1 Bldg#40 SUN, Stony Brook, NY 11790-2356 General Condition 4: Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit when: a) the scope of the permitted activity is exceeded or a violation of any condition of the permit or provisions of the ECL and pertinent regulations is found; b) the permit was obtained by misrepresentation or failure to disclose relevant facts; c) new material information is discovered; or d) environmental conditions, relevant technology, or applicable law or regulation have materially changed since the permit was issued. DEC PERMIT NUMBER PAGE 2 OF 4 1-4738-00068/00002 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15(TITLE 5),24, 25,34 AND 6NYCRR PART 608 (_TIDAL WETLANDS—) 1. If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes, and no claim or right to compensation shall accrue from any such damage. 3. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission,consent or approval from the U.S.Army Corps of Engineers, U.S. Coast Guard, New York State Office of General Services or local government which may be required. 4. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 5. Any material dredged in the prosecution of the work herein permitted shall be removed evenly, without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 6. There shall be no unreasonable interference with navigation by the work herein authorized. 7. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 8. If granted under 6NYCRR Part 608, the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977 (PL 95-217) provided that all of the conditions listed herein are met. 9. At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required, a survey. 10. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by - D 1-4738-00068/00002 EC PERMIT NUMBER PAGE 3 OF 4 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and or protected buffer areas. 2. Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland)and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands and or protected buffer areas. 3. There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activity. 4. The storage of construction equipment and materials shall be confined to within the project work site and or upland areas greater than 75 linear feet from the tidal wetland boundary. 5. Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 6. Necessary erosion control measures i.e., haybales silt-fencing, etc. are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good condition until thick vegetative cover is established. 7. Roof runoff must be directed to drywells a minimum of 75 linear feet landward of the most landward edge of the tidal wetland boundary, and must be installed a minimum of 2feet above seasonal high groundwater. 8. Driveways and parking areas shall be constructed of pervious material. 9. Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2' above seasonal high groundwater. 10. The permittee shall incorporate the following language as a notice covenant to the deed: "Regulated tidal wetlands associated with Southold Bay are located at Suffolk County Tax Map Number: District 1000, Section 70, Block 13, Lot 20.10, otherwise known as the properties of Richard Mohring and his heirs, assigns, or successors. This property is subject to the provisions of New York State Environmental Conservation Law(ECL)Article 25 or its successor, and the conduct of regulated activities may occur only pursuant to ECL Article 25 if prior approval is given by the New York State Department of Environmental Conservation (NYSDEC) or its successor. Regulated activities include, but are not limited to the erection of any structure(s); excavation; dredging grading and filling; clearing of vegetation; and application of chemicals." This deed covenant shall be recorded with the Clerk of Suffolk County within 90 days of the issuance of this permit. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be sent within one calendar year of the issuance of this permit to: NYSDEC, Regional Manager, Bureau of Habitat, SUNY Building 40, Stony Brook, New York 11790-2356. 11. All fill shall consist of"clean" sand, gravel, or soil (not asphalt, flyash, broken concrete or demolition debris). DEC PERMIT NUMBER PAGE 4 OF 4 1-4738-00068100002 W20.1 (&8-1)-9d New York State Department of Environmental Conservation Iowa v 'ah NOTIC The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. p Regional Permit Administrator Permit Number �' 38" �Og JOHN W. PAVACIC Expiration Date -I130W NOTE: This notice is NOT a permit NO TIG& Qt; COMMENCEMENT OF CONS I HUG I IO/y Am RETURN THIS FORM TO: Regional Manager Am Bureau of Marine Habitat Protection New York State Department of Environmental Conservation Bldg. 40-SUNY,Room 223 Stony Brook,NY 11790-2356 john P.Cahill Commissioner i PERMIT NO.: Vq.139-0004 F140ISSUED TO: �� d 111J A)DhR�n9 CONTRACTOR NAME: ADDRESS: TELEPHONE: Dear Sir: Pursuant to Supplementary Special Condition D of the referenced permit, you are hereby notified that the authorized activity shall commence on We certify that we have read the referenced permit and approved plans, and fully understand the authorized project and all permit conditions. We have inspected the project site and can complete the project as described in the permit and depicted on the approved plans in full compliance with all plan notes and permit conditions. Ther Permit sigh, permit,and approved plans will be available at the site for inspection in accordance with General Condition No. 1. PERMITTEE DATE CONTRACTOR DATE THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS IN ADVANCE OP COMMENCEMENT OP THE PRO FAILURE TO RETURN THIS NOTICE,POST THE PERMIT SIGN,OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE A WORK SITE MAY SUBJECT THE PERMITTEE AND/OR CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES rOR Nqr- COMPLIANCE WITH PERMIT CONDITIONS. Cutalong this line ---_—'—'—'----_-----------"'_'_"____'___-__---"_______- NOTICE OF COMPLETION OF CONSTRUCTION RETURN THIS FORM TO: Regional Manager _ Bureau of Marine Habitat Protection New York State Department of Environmental Conservation John P.Cahill Bldg.40-SUNY,Room 223 Conunissimwr Stony Brook,NY 11790-2356 , PERMIT NO.: 1-9339-0066910=2-1-'ISSUED TO: R�S_h� 6 o MDA&hy CONTRACTOR NAME: ' ADDRESS: TELEPHONE: Dear Sir: Pursuant to Supplementary Special Condition D of the referenced permit,you are hereby notified that the authorized activity was completed on We have fully complied with the terms and conditions of ther permit and approved plans. PERMITTEE DATE CONTRACTOR DATE 0 S�FFOIKcoGy� , TRUSTEES N rn SCOTT L. HARRIS John M. Bredemeyer, III, President 016 Supervisor Henry P. Smith, Vice President 0 Albert J. Krupski, Jr. �Ol l Town Hall, 53095 Main Roz P.O. Box 1179 John L. Bednoski, Jr. John B. Tuthill Southold, New York 11971 BOARD OF TOWN TRUSTEES Fax (516) 765-1823 Telephone (516) 765-1892 TOWN OF SOUTHOLD Telephone (516) 765-1800 February 15, 1990 Richard Mohring, Jr. 323 Glen Cove Avenue Sea Cliff, New York 11579 RE: Paradise By The Bay, Lot No. 10 Dear Mr. Mohring: The Southold Town Trustees inspected the above mentioned property on February 13 , 1990 . The Trustees found that this project does not fall into their jurisdiction, so long as all activities stay within the Building Envelope . Should you have any more questions, please do not hesitate to contact this office. Sincerely, '�t.r`,- 1'l 7;; 1�1- tJohn M. Bredemeyer, IIIA' President, Board of Trustees JMB: jmt . T,haq- C..Y•�Ca A � � . ,... v Board of Southold Town Trustees SOUTHOLD, NEW YORK. PEWIT NO. ......2525 '__.. DATE- ISSUED ATEISSUED TO ........ ......._.,...._...................... ,.. _� .�►u�`�.ptxt�M�tl12Z d _ b Pursuant to the provisions of Chapter 615 of the Laws of of +he State of New York, 1893, and Chapter 404 of the Laws of +he a State of New York 1952: and the Southold Town Ordinance en. titled "REGULATING AND THE PLACING OF OBSTRUCTIONS , 1N AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR 'OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;" and in accordance with the n Resolution of The Board adopted at a meeting held c tI 191$ ., and in consideration of the sum of $ 5..00 ..... and 6 1 P Yy , , . En onsultants fox William F LaPMgrte � , Southold, r { of ....... . _ . . N. Y. and sub'ec+ to the =4 Terms and Conditions listed on the reverse side hereof, _ of Southold Town Trustees authorizes and permits the following: ?' 1 to maintenance dyeda an area 110 x 60' - 100 ' to a depth of 4 ' below MLW and place resultant 975 cu, yds. of fill 'behind proposed upland retaining wall. ali in accordance with the detailed specifications as Presented 'in �;f the originating application. ��? IN WITNESS WHEREOF, The said Board of Trustees here- 6y causes its Corporate Seat to 6e affixed; and these presents to �I be iu6scr%ed by a majority of the said Board as of This datz. n ... .. F . ` cars e�-�l.-' 'f"� c:�.+:-v.erwa• e-.c-m-�4e __•"•� `��j'� d"S�^— �';. 5-7 �-i� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY l RE RKS: ��CG�� 01Z zz �.� DATE l 195V� INSPECTOR M-1802 BUILDING DEPT. NSPECTION [/FOUNDATION ATION IST [ ] ROUGH PLBG. [ 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLAC & CHIMNEY REMARKS: or DATE ,36-7/ INSPECTO f C / - G%�� Gi 37 * 765-1802 BUILDING DEPT. INSPECTIO [ ] FOUNDATION IST ( PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING [ ] FINAL ( ] FIREPLACE & CHIM Y R RKS: ----��� 5&4 L610 de 144 e4e �i DATE INSPECTOR M-1802 BUILDING DEPT. INSPECTIO [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL ( ] FIREPLACE & CHIMNEY ARKS: - DATEINSPECTO 3 7 (/�9, 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLA & CHIMNEY REMARKS �( 10 DATE INSPECTOR M-1802 BUILDING DEPT. INSPECTION FOUNDATION IST " ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ Vf"'FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE 9 ' INSPECTOR v ' 70-1802 BUILDING DEPT. INSPECTIO [ ] FOUNDATION IST ROUGH PLBG. ( ] UNDATION 2ND [ ] INSULATION [ ] F ING [ ) FINAL j FIREPLACE & CHIMNEY REMARKS: Al� -r- JDATE INSPECTO dvZ4� Z�- � � 3 -714 M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ) ROUGH PLBG. [ 7FRAMING NDATION 2ND [ ] INSULATION [ ] FINAL [ ] FIREPLACES CHIMNEY REMARKS: Je ow ,DATE �� �6 °a INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST ( ] R GH PLBG. [ J FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE CHIMNEY REMARKS: S DATE D c 7� INSPECTO M-1802 BUILDING DEPT. INSPECTION ( ] FOUNDATION IST [ IR H PLBG. ( ] FOU TION 2ND [ INSULATION [ ] MING [ ] FINAL ] FIREPLACE & CHIMNEY REMARKS: l AX ,DATE 1 INSPECTO C /cwl � . T65-1802 BUILDING DEPT. z� INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [j]�1 AL ( ] FIREPLACE & CHIMNEY A f Z -- REMARKS: ' r 'r DATE dY INSPECTO M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUG PLBG. [ ] FOUNDATION 2ND [ ] 1 LA [ ] FRAMING [ FINAL [ J FIREPLAC HIMNEY REMARKS: 77 DATE �1�;��/ 7i� INSPECTO FIELD_INSPECTION_REPORT DATE _ _ COMMENTS _ FOUNDATION ( IST) FOUNDATION (2ND) I,� I /�viiv��.ii S ,�C¢ �Ize _________________________ --------II=====____#_---____-________ ROUGH FRAME & ii�� ; -�L �1�►-, ,,�> Sl -�ii�o arc— .�i� _ PLUMBING u II ,ij u u o —_ __ INSULATION PER N. Y. � :� STATE ENERGY �u CODE �O S Fl u - ---------------------s-- ---------�s 2� -baa---- . --------- --- 11 n u - FINAL 1�1 —N n1 -------- sa- x---xsx--�=xxex== xx=-sa-- �x-- xs—max=-----xxa=xsxmxxxxxxa — L oz S: s Sig oo � �d�. 6'K 6o n- ra 5 OL IO '� o,c. �/ l d/�! df �� ��c 4 Oar e..a./ •ra.-sd �V� a - 4 re,,r 9Ci$!3o - •s os tse! • 's • „_. P.�.0 Q prc J� - S6 M'Oaf D /S WALL / // J r BOARD OF HEfiLTH FORM NO. 1 3 SETS OF^ANS . . . . . . . . . . . . . . . TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . BUI DING DEPARTMENT CHECK A.03Z Y. . eel } TOWN HALL SEPTIC FORM . .. . . . . . . . . . . . SO THOLD, N.Y. 11971 T STV& L: 765-1802 NOTIFY: to r ,, CALL �R 7I- O W . . . . . . . Examined.................. 20.... MAIL TO. . . . . . . . . . . . . . . . . . . . . Approved...:3/4..........�. Permit No. . ..... f. ................................... Disapproved a/c .................................. ............................... (Building Inspector) PLICATION FOR BUILDING PERMIT Date.���i� lS . . , 20. . . . INSTRUCTIONS a. 'lois application mist be;completely filled in by typewriter or in ink and submitted to the Building Inspector w: 3 sets of plans, accurate plot plain 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 giving a detailed description of layout of property mist be drawn on the diagram which is part of this application. 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 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 whatever until a Certificate of Occupm.ncy shall have been granted by the Building Inspector. 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 rennval or demolition, as herein described. The applicant agrees to comply with all applicable laws, or , ldi code, ing and regulations, and to admit authorized inspectors on premises and in buil r s ... . ................ ....... . . ................ (Signature of appli or if a corporation) 1ml A1t1 ................... ,M,a-iling address of applicant) State whether applicant i Dourer lessee, agent, architect, engineer, general oontraAr, electrician, plumber or builde .................. l ..... �1,ww? ................................................. Name of owner of premises ..4/K� ��?�...............��.. Qw�.................................. (as on the tax roll or latest deed) If appli s fer of du�ly�yauthorized officer. ...... X0 ...L'. ........ (Name title of torpor to o Builders License No. .......................... Plu hers License No. .....Ia20%jp......... Electricians License No. ..AW.Ac......... Other Trade's License No. .................... /� 1. Iocation of land on which proposed work will be done. "�( �! O ""�' .� House Number )St- tree Hamlet County Tax Map�No�. �10�00� Section ... . Block ...13.......... Lot ...4.(;):)!..... Subdivision Filed Map No. .`�.� C .... Lot CJ to ........ (Name) 2. State existing use and occupancy of premises and intended use andof proposed construction: r a. Existing use and occupancy .........................0 ...L:b" .................................... b. Intended use and occupancy .......I.. ! ... l v�XV.. Nature of work (check which applicable): New Building ..�<... Addition .......... Alteration .......... Repair ............ Removal ............. Demolition ............ Other Work ...............................,... (Description) Estimated Cost .. ../£� .0no......... fee ................. ....... ..... (to be paid on filing this application) If dwelling, number of dwelling units ..,......... Number of dwelling units on each floor ................ If garage, rnrfier of cars ......S............................. If business, commercial or mimed occupancy, specify nature and extent of each type of use...................... 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 ............... II__ ryryy . / Dimensions of entire new construction: Front Ae O.� GGrr .A....... Rear .401'.a...... Depth ..�?F..�.... Height .........14�............ umber of Stories I..................... Size of lot: Front ..03i ............. Rear, .. Depth . 1. Date of Purchase- ..!'L��lr.�f.4...... Rare of Former Owner ...........�..�'......... Zone or use district in which premises are situated .............................................................. Does proposed construction violate any zoning law, ordinance or regulation: ........................ 1. Will lot be regraded .........`...�.,...1._..,... Will excess fill be removed from premises: _� YES ND . Names of Owner of premises 1.�(�t[stw��-� C�Address .44. 44 LI1. T.:T.r!c.... Mone No. Name of Architect .................................... Address .............................. Phone No. .......... Name of Contractor .[:!u!!') �!�{..� 4.. Address 44!S4 •Gy: '� � �..Pfhone No. U i. Is this property within 300 feet of a tidal wetland? * YES ...x..... NO .......... *IF YES, SOLMM 1Uta1 TRUSTEES PM41T MAY BE RpffRED. PLOT DIAGRAM locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions ran property lines. Give street and block number or description according to deed, and show street names and indicate Nether interior or corner lot. fAIE OF ww Yost, LAC-). TL............being, duly sworn, deposes and says that he is L applicant .. ......................... . Vane of individual signing contract) hove named, is the ...... �WV1. .I `'�'� 1�'eV�- .......... ...................... (Contractor, agent, corporate officet,.etc.) f said owner or owners, and is duly authorized to perform or have performed the said work aril to make and file this ppl.ication; that all statements contained in this application are, true to the best of his knowledge aryl belief; and mat the work will be performed in the manner set forth in the application filed therewith. corn to before me this ......... .....day of .. Notary Rhblic ...... .. � ......... .. ...... ..... ..... .. .. DEBRA A. PETKANAS Notary Public,State of New York (Signatu. of Apel. cant) No.30.4650970 Qualified in Nassdu County Commission Expires M7rMr3B-49 Tho locations of wells and cesspools shown hereon ars from field NOTE+ LOT NUMBERS REFER TO 'I/AP OF PARADISE BY THE BAY- FILED and or from data obtanad from oMers. FILED NOV. 4, 1976 FILE NO. 6463 AT THE OFFICE OF THE SCDHS Rel. # ROXASUFFOLK COUNTY CLERK. NN _ RIO-98-0159 COAD NOTE+ z A LOT SASEH NT SUBSURFACE SEWAGE DISPOSAL 0 -j % �A+ = 2 SYSTEM DESIGN "SIM euac o zs — ,g8 BY: JOSEPH FISCHETTI, P.E. r m HOBART ROAD e 9. Twf E we SOUTHOLD, N.Y. 1 197/ee sar6P.ro .l .r ` o � 11 a. (516) 765 - 2954a1OLM eATM T ` Oil ei 4 i GRADNVG PLAN ew y°a FISC I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES s� v /4 ! A and will abide by the conditions set forth therein and on the 1 permit to construct. 4, OO A 05251 �C> FESSIOCIP� h r e 5 P N rrs MOO �TB A or WAD, m it �aQ �' D SURVEY OF P So 3 PR OPER T Y 1ri 2 , ,o A T SOUTHOLD TO WN OF SOUTH4D It SUFFOLK COUNTY, MY. 'i 40W - 70 - 13 - 20. 10 i f 40 'D .tan. 2, 1997(TopogrA phicaf info ) Aug. 26, 1997 ( cerMficaflon ) 5c' i9 elb 7 AUG. /2, /998 f Gloating ('Ion 1 JAN.2%.1999 (r&vls/ond _o z Ar al° opE `7 00\VOZ P P o QA / ba{� tle;��� Test Boring (x , �I p 0 i s Mired Sand e/8 I v e y C Laam ,% 1 LOay lIb g� of ci 5 / Paie Breyer 1 ` e� om o� m. fie t�meet p���nc g// .3 8 5ono[- sP er Lp�e W / eVV o WQter n h i o0 MNWM Pale .mown *o 10 /or/Q P7&p Ane fo me¢ fie lI aCn on rle r, W / �,$ 9: 5a.7ct SP Q fo as a How $00. is, 40 S �j1Can,,'n �y 1 A y H m F 111.491 / 4y� �l v pale br t OC h _ 6,7e fomed. O Q , � .Sand-00 04 NIL, /'G� ZoM/E F2oM ^ b / �P•C 3 � i�� L)r +J��t' F/RNA t! 3 6o b ?5 z 5 A ,N `v✓r ( PANEL o�G� G , rk ,`.�� 5 � �� �'o S EASEMENT WELL TO BE L OCA DON ON FkED //� �yn;2 � v YN� L `9S rT" MAP OF SU90VkS40N. / �;900 AREA = 44,758 sq.ft. ti of NF ANY AL MU WV OR ATM TO TNS AVVEY a A MCA TOV .to tie lines r��� � �,oyk"T.Mel T1CM/ OF sFC7209 Of 17E AEW Yow STATE EmurAw LAM, i c E RVT AS PD?SECMV 7209-5<A7rVV=N 2 ALL 6EWT7F=77gIYS J,n r rte• �y 1011 ARE VALID FOR THS MAP AND COPES T}EREar at Y F SAID MAP OW�CaVS BEAR 7W AFWSW SEAL OF 77E SLMYOR f . 11120. SiGiW TLF7E APPEARS hMO14 LIC. NO. 49618 AWTVAULLY TO QOWLY DTTH SAD LAN rW TEM 'Al-TIM BY' ' l EY P.C. _ A"r BE&W BY ANY AAD ALL XRWYORS UTLaW A CWY ELEVATIONS AND CONTOURS ARE P. 5 v 02 GF AIW flhOR ROVEYQ IMP. TE W 9AW AS 7 49ECTED'AAD REFER T IOV O Al N.ONT Otum. 1230 �DUTA'(T-To-DATE'ARE NOT N COIPLIAhCE WM ThE LA Jr. EET SOU TH0 11971 88 - 675 . > e The k of woh and ooespooAr&hown monYe/roar M/d NO TE.* LOT NUA/BERS REFER TO *MA P OF PARADISE BY THE BA Y' *b*&vallone and a hoar data obtAwd hoar offm FILED NOV. 4, 1976 FILE NO. 6463 AT THE OFFICE OF THE SCDHS Ref. # RpXA NNSUFFOLK COUNTY CLERK. RIO-98-0159 IPAD z NO TEr A : LOT E SENKMT 0 1. . SUBSURFACE SEWAGE DISPOSAL o = y25��� �V SYSTEM DESIGN et" `"RAm eIID o zs � yg6� BY, JOSEPH FISCHETTI, P.E. r _ m _� Q HOBART ROAD oP SOUTHOLD, N.Y. 11971 rE 9.i ,� eb G.I.Iw�Mr Y. \ .J 15161 765 - 2954 E 01 C ' BRaIM NATE*!. /�� g.•i ielz t• \y m , =--z_ _--�r- ---��- m s LOT y GRADM PLAN h a �• J O e1.9.2 I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SNVGLE FAMYL Y RESIDENCES and wiN abide by the conditions set forth therein and on the r permit to construct. �NIlk d at h EK7 9 N ITS/pK AYEraJE ell. ° OV a$ 0 SURVEY OF 3 PROPER T Y 10 A T SOUTHOLD • TOWN OF SOUTHOLD SUFFOLK COUNTY, JV Y. �` . �• o �' X04 -- 70 — — X4: 10 oft a 11/ V. 7,% 1fi9 % I. d- el e o _ -, '° Jan. 2, 1997 CrOPOWADhADd Wo {'iodn3 J Aug. 26, 1997 f certiticotion 1 i kp L AUG. l2, 1998 f Grading Plan I 17 JAAL 26,.1999 (rev/ ow) FEB. 23, 2000 (prop. hse. 1 % MA Y 37 2000 f cone. foundation. 1. CA Zpne Tesf Dorin9 � I Mir9d SGCAo< e/8 �rrIO C YGoam d 00 \\ .9 1 how e I/e' y C� Pale Brawn �O, Fnc t�Tnd I ° e � 3 sand SP e! S KH p0 L Dip j w p ADS lock I ! 6 ( V. 6t ✓✓Q,7`er Iii W a /� 09 O vt MNWM too le Chows Ao I l �I�Df 1t/o-P ��e foinaDc I-ticn on Ile it Nl 9 JQ40C SP 4 ass anow p9• let 40 Wit/e- .n pp' fJ M 111-49 Wo fa In 3r 51//y 50n1 I2Wafer i� Aoe fo rued CA Sano 5P Z °' ry0 144VO10 ZONE F2otA FIRM fl 3 6Ob13 0 Z �0,. � � �z� naNr ol�� 0 1.0,1 0, �( �� 5 0,�sr 50 ���zE of NFW WELL TO BE LOCATED ON WELL �// � 41,* EASEMENT AS NOTED ON EKED ov4 T. MAP OF SUBDIVISyON. ;%— AREA = 44,758 sq.ft. ANY AL MM rVN OR AAW7VM TO 7W"WY 15 A VIOLA MW 10 66 &Wi c> OF SOECrVV 7209 Cor nE AEN' YaW STAn'FMC CAnW LAM, EXC Pr-AS PDR SEM W M09-51AMISigM 2 ALL corT#71CA Tjow N h060AI ARE VALV FOR 7W MAAV D WISS TlER£OF at Y F , $0 MAP OR Cb Y.S. LIC. N0. 49618 OPES BEAR 7W AFRE$=SEAL OF 1hE Si.11VEYQR N fOW$0W nW APPEARS tEWM 71g ECO YORS AAW4LY TO 6i7wLY wrH sAp LAW IIE MW •AL M*V BY' !6311 765 - 5020 FAX US (6311 765 - 1797 - i"T BE B BY ANY AAV ALLs LAW U1i9W A COPY EL£VA WVS Aim CONTOURS ARE P. O. BOX 909 Ar AAKITIN7R&LKVEYGRS AMP. /aVt tow W 7uWE LAW. io REFERENCED TO A 6.KDahrm. 1230 TRAVELER STREET WArolAa�+t=ro-a-a�rE-•AraE Aar N ua►�1.urw� N►m nE uN SOUTHOLD N.Y. 11971 88 - 675 Tbr beaNaw of ww t a*d ooapoob 4Mw hwww!ri how fAW NOTEO LOT NUAAtlERS REFER TO 'MAP OF PARADISE BY THE BAY' .nd or Ira*daft obtd+od Now 000 FILED NOV. 4, 1976 FA.E NO. 6463 AT THE OFFICE OF THE SCDHS Ret. # ROXA NN SUFFOLK A LK COUNTY CLOW. RIO-98-0/59 NOTE, z � ��T EASEM NT ���� 1. . SUBSURFACE SEWAGE DISPOSAL o -j �1 SYSTEM DESIGN �mmw 4t4ar o = zs tsyb• Z BYt JOSEPH FISCtIETTI, P.E. HOBART ROAD IE 9,1 ,E aO•nlC op SOUTHOLD, N.Y. 11971 rAW .E ur°w" : < ° �µ,e '' \ V (516) 765 - 2954 wdw w� w47tlt ../ d.! IEd.i Ttwu \ m LOT b OF NeV GRADIMO PLAN FiscyFT Oq� V l am fom/lior with the STANDARDS FOR APPROVAL f?v' o AND CONSTRUCTION OF SUBSURFACE SEWAGE (` DISPOSAL SYSTEMS FOR &WaE FAM L Y RESIDENCES ' and wB aW* by the cap4lions set forth Nwain and on the permit to construct. e�•1 r !E'er 4 MDA 'NOM b T "° MIM o e "�` 9 SUR'VE Y OF P PROPER T Y AT SOUTHOLD ,� z g• TO WN OF SOUTH , i.t t Qle"� ISI rN SUFFOLK COUNTY, Y. SM 40 C4 R``` , 10 rye Jan. 2, 1997(Topogrspftal Wo ) O Aug. 26, 1997 ( certification 1 ,y $,a pfl AUG. 12, 1998 ( Groding Plan Sc J d�b� f ��, 7 JAAL 24.1999 frevb/onc) (�P a oft �� (0 9 Q , / af'� tl b, % Tes f Do,ln9 b e o 0, 13%-s M„ed 5ano< e/8 �I Cal d rLoam a5t ✓IKht el 5 / Pa/e Brown 81 63 rr obd Y EPO �b�p�o�h O5/ Q' 3.g Sand SP k.2 W 9J�K� NES�PN N Water it, / o NWM Pa/e BI-own ,so° 10 �1on MoPne forne nn lit rr W / 9; SaaoC SP 7�s1)o Wale In w n � p05 � '� (•lfOQni<H/cry M � m,49 /' Wafer In Br T o � l2 Sr/fy SarH N49 •h9 fige fo med- z i 0 F400D Zo/vE F2oM °Ch 'IRAI /1 3(�,o'oJ'3 Z �ovio c PA N L o I G Co G '0p`'� s��•�oSpV WELL TO BE LOCATED ON WELL EASEMENT NOTED ON FILED / MAP OF SUBDIVISION. �OF N f ip AREA = 44,758 sq.ft. NN T. METj ya�� ANY ALTER4TDOIN CR AD017001 rO THS SURVEY/S A VIOLA rOV ,to tie lines ° , 0 OF SECTibMI 7209 OF 1}E AEW YORK STATE EDGCA rM LAW, EXCEPT AS PER SECrM 7209-SL80M WON 2. ALL CERTI'AG4WNS `asY NW01V ARE VALD FOR THS MAP AAD COPES rhEREOM-OMEY FN.Y.S. LIC. NO. 49618 SM MAP OR DOPES BEAR TIE AFWSSED SEAL OF TIF S OR W10SE 99”TLIfE APPEARS hEWOR ON/C AxvrAAwLLr TO caw�Lr N!T?I SAD LAW T}E IE/dll •ALTERED BY- YORS' P.C. - Awr BE u ED BY ANY AAD ALL "VEYORS UTXMW A DOPY ELEVATIONS AAdO CONTOURS ARE Oa 09 OF AA> T-T -DA 7r ARE MAP. TERMS SLCTf As /KSpELAW AAD REFERENCED TO N.G.V.Datum. 1 LER STREET 7BROtA�AfT-ro-DATE•AfI£MpT N co1FLUNr,E 11IrN rr,E uw. SOUTHOLD N.Y. 11971 _�; 88 - 675 The bceliaa o/we*aid cesspools show"hs►eon we liom"W NOTES LOT NUMBERS REFER TO 'MAP OF PARADISE BY THE BAY' observations and or h»m dad obtmwd blow o0w& FILED NOV. 49 1976 FILE NO. 6463 AT THE OFFICE OF THE SCDHS Ref. # ROXANN SUFFOLK COUNTY CLERK. RIO-98-0159 ROA D NOTEt M 11 M LOT EAS ENNT 1 � . SUBSURFACE SEWAGE DISPOSAL 0 -1 =q5• b1 �V SYSTEM DESIGN r.ssre» MAW o zs ag65 Z BY* JOSEPH FISCHETTI, P.E. HOBART ROAD n V t Q SOUTHOLD, N.Y. 11971 f 9"' ME .b SEPTIC_ e — r ° P AWC 15161 765 2954 w � �0106o rZx rAME Fn -s h wld o . ,h o7f S=ov GRADNIlG PLAN Town Trustees `�4 0 ! am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES and will abide by the conditions set forth /herein and on the permit to construct. M�. M1 a 9 i 5 o P RE 70 IAW N ITNE _S;'Nw.E CK s A� A 9 U SURVEY OF PPROPERTY A T SOUTHOLD r ' 10 TOWN OF SOUTH(XD r alp"� �� SUFFOLK COUNTY, . Y. s 1000 - 70�� 13 20.10 Scale 1 = 40 Jan 2, 1997(TgPoBraphicw info ) ' JAug. 26, 1997 f cerNlko/bn ) �i ooh A. AUG. 12, 1998 f Grading Plan 1 qp' Iy eI v f \ 7 0-) 9 C] P yk r� 2� P --- Q \ b a✓{�' G tI e Kb' o Tes f Ooll y Mired Sanofi e!8 el / Palle Brnn apo Lb°pair-" os/ �N d.8 — 42 WIM o e MNWM Pa/e Brows > / v1°° 10 /p(J /ylaP , {0 meat 11/)e on fIle� rrW 9 50-,?C/ SP >— ,�snowi p9. 18 40 " WCd e, ,n e Q20'� / S '� Or aIII) �N/a m ��49 // Wale /ndr. 0 6 �� Scvk[ Pale br v 9 fide fo med n /P,� B Sand- 5P ZZ 0 FLc� ZONE F2oM ^ 1bry / F/RM 11 3 6oW3 Z `o r 9'6 n*SO������ WELL TO BE LOCATED ON WELL T 5 EAPEOFNT AIS 10TED ON FILED //� �4 OF tiNEwyu� �-, J�� AREA = 44,758 sq.ft. � ANY ALTS M rM OR AWTOV TO 7MS SutVEr IS A VAou TIM ,t0 tie lines OF SECTMON 7209 Of TME AEW YORK STATE MICATMAN LAM, EXCEPT AS PER SECMN 7209`SGBLYVRSON 2- ALL CERTFJCATKWS Ai YIS. LIC. NO. 49618 10WOY ARE V"FOR 7M MAP AAO COPES T OWW Oht Y F SAD MAP OR COPES BEAR TME AMSM SEAL OF TAE SUMEYOR � � = N►t10SE MM TLW APPEARS 1tMM % E S, P.C. A0017 kUY TO c�LY NMTH SAD uw TME TERN *AL riM BY' f5/6 &wr BE LaEV BY ANY Aro ALL ARVEYORS UMQ Ms A COPY ELEVATIONS AM CONTOURS ARE P. O. �' SAVEYA E ANP TERUS Aw w '�LSP£LA AAO REFERENCED TO N.G.V.Dahm. 1230 TRAVELER STREET �9ROlAlMIT-ro-an7E'ARE ApT N caiI.1AM',E MI1N TTE uM. SOUTHOLD N.Y. 11971 88 - 675 r f 1414,5 rSa) r r The ievowm,of ww*and www"lwroon No kvm haw NO TER LOT NUMBERS REFER TO 'MAP OF PARAL f Tt�E_9A7j' of rraTie+�+�r,d a&a*dlh abtanrd from oM�rs. FX ED NOV. 4, 1976 FILE NO. 6463 AT THE OFFAL;,10F THE SCDHS Ref. # ROXAN�V SUFFOLK COUNTY CLERK. RIO-98-015-9 --ROAD z NO TE, X LOT Ep3EN NT 0 SUBSURFACE 'SEIYA' b73OSAL , ^ 0 �4� SYSTEM DESIGN - ` oa z5 sRag63 V BY, JOSEPH FISCHE TT IP. E. HOBART ROAD FE SOUTHOLD, N.Y. 1197/ • � z (5/6) 765 2954 e� rurAW •• s. LO b EI q:�' C O• I GRAD ., PLAN h a �• O i 9.2 I am /omdiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE 'sc v r.a• w DISPOSAL SYSTEMS FOR SINGLE FA AOL Y RESVENCES I and will abide by the conditions set forth /herein and on the permit to construct. 16 h S e -UPI I Sq JrG \� �,5 • �' � p D "A'o �0 •,saQ� oP SURVEY ' OF � PROPER T Y ( � ti f e ? or A T SOUTHOLD • �+ TOWN OF SOUTH " SUFFOLK COW T Y, N Y , Scala 1" 40' ,. ..., ice••.", s > - � ` .. .,u t .. n� j3 _ _ �° rye Jaen 21 1897(T0P0V ;NC81 AVO J eF v Aug. 26, 1997 / cert//ico/bn 1 1 �ine Ge T AUG. 12, 1998 i Grading Plan 1 JAN.26,./999 rr.vb/ond FEB. 23, 2000 (prop. hse. 1 Oso � ' Q �'s► \ ,� 0 ' \�' q��Kp s. PZone tle a� o Tes{ Ding Cr. C� epc p ,e' I red sanoc e/8 tib r' e Lawn �p f�� oIFor ei 5 Act Brawn i G l ` ei 6 n+ aC j m, Pnc t�meas. V; r �C^'� ��Po Cbe?�oSan P�oS_ � 3.g d SP2 / o NWM Pale Brown Aoo 10 x/0/7 maP �ne fo rneA �— fie I�neon ,1e �� IIV / 9: SaopC SP SNOW� • Iot 40 WCtte�- ,013rc Q 2o•, ao �� Or�ctniQy M F �11.49i / _� !.(/alar/n,3r //y SarxlS T /2 N �e •h� {ioe fo med- O %�91// Sano SP /8 Z %n V1 % / Fc� ZoNE F2oM ^ 14b 50 WELL TO BE LOCATED ON WE / LL � � EASEMENT AS NOTED ON FILED / MAP OF SGODIVISXJN. 1`�\�F OF ry�k AREA = 44,758 Sq.ft. ., NN T.MET ANY ALTF MU 770V are ALiWTXW M rW"WY/S A WtXA770N .t0 60 fingS OF SEC MV 7M W ITE AEM YOW STA7F a A 7XW LAW, Y` t EXCEPT-AS PFR MCFAW 7ZOO-StforoAWIJN 2 ALL CoplyrA MRS /EMM AAE VALV FAR rW MP AAD Ca vEs DE)WW at Y F Y.S. LIC., NO. 4 SAV IMP ae XM BEAR rW AM-SMSEAL OF TTE AMIYar �6/B W"SMM rW APPEARS MWOM OfVI YRS, P.C. AAanawuY To MftY WH SAV LAW TW nM 'ALTERED BY' T is FAX (631) 765 - 1797 MGST BE USED BY ANY AAD ALL Sf RVEYCIRS Un[aw A Capp ELEVA TIM ARID CONTOIJWS ARE .( AFAAb17ET XRW,AATr RE AMP. COAR19W ACE K 'NSP£LAW. "� R&MrACED TO N.G,V.Datum. l2 STREET '19lIOUfiT/T-TO QATE""AR£IrpT N CA11°LiAACE�I1Tl 11,E LAM. SOU T N.Y, 11971 88 - 675 Naw1roi" NOTE# LOT NUM$ERS"REFER TO *MAP OF PARADISE BY THE BAY' obpervaNam and or from data ablAbod from oth". FILED NOV. 4, 1976 FILE NO. 6463 AT THE OFFICE OF THE SCDHS Rel. # ROXA NN _ SUFFOLK COUNTY CLERK. RIO-98-0/59 /"(LJ z NOTE: �, A LOT EpgEM MT 0 1 SUBSURFACE SEWAGE DISPOSAL o = �� 2�5��� `V SYSTEM DESIGN el" ��er>ren eKAaIE el to o z5 „ ,g65 2 BY, JOSEPH FISCHETTI, P.E. i m HOBART ROAD if 9,1 ,� ' sEf v n �P SOUTHOLD N.Y. 11971 ::iT ,F cita.w.. s• f o' PK.e 6Aar�wv wA>nv MOA t o 'E tz r V (516) 765 - 2954 GRADM PLAN h • 47 Yo o~ � a\z I am familiar with the STANDARDS FOR APPROVAL a I AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES s�v and will abide by the conditions set forth therein and on the c� permit to construct. To AEwN N ITS AjWA �� ARAO a S jjbAD °"Y�� s,a a 9 SURVEY OF PROPER T Y = A T SOUTHO D TOWN OF S U H+0! D SUFFOLK Ct iT Y, Y. to SCOW 1" = 40' . Sy4 i) �� •S _ � el o _ _ I0 JW. 2, 1997(r'0P09r&#1&w arfb j Aug. 26, 1997 f cerlifcaNan 1 kp' AUG. l2, 1998 f Grading Plan 1 o► a. JAN.2%.1998 traWsA o ) -; �• 1 Ib.h �Ws " FEB. 23, 2000 (prop. hse. 1 s 9 MA Y 31 2000 f conc. foundallon. 1. P� 7 ZQ�C �IeiK6� Te_sf Oorin9 � rie 1 . o M � 1,red Sano�'el 8 �,( d r Loam � tI ITh tl 5 / Pcaie Brown FL /lel ••� OR' '7F �, binc to p+nd, V' l►*.' NfPp (,spa`�C5 �N .3 8 Sand SP *Z UA /1 rte- BV1. �Et Water In �• a °°v / MNW Pole Brown � �1prJ� tnu• fne fo eQe } i� linen on Ilt it W / 9 5a�ct SP �( stlow aegis., 40 wa-te- ,n qrc ED" y3 �Vo �'�i Or9ani�H/ay /H/ Swat Waf¢r � ,oa/e br. {ire i�o med- V3 /• �`� / iB fA jGpoO ZONE F2oM a " / / IeIR 3 6o'b13 ^ �O Z �oO , WELL TO BE LOCATED ON WELL yQ EASEMENT AS NOTED ON FILED qi NEW/ MAP OF SG60VISyON. Pa T. MFrjp AREA = 44,758 soft. ,° .��► R, ANY AL TWA TM OR AWTION To THS SW4W6Y 4 A WOLA r W .t0 /MBB OF SECT M 7209 Of 7W AEW YQW STATE EMM4 MWLAIK EXCEPT AS PD?SE•'C11GM 7709-SG g11 E ALL cgRrM rAWt -W W OR V� TOR 7WW SEAL SWMrM S. LIC. NO. 49618 WOW WM MW APPEARS/lSWOAL � RS, P.C. Ltr To CAMr IaTN sAq uw TYE TETIAI •ALTEF>ED a)- Sr �A FAX !63/1 765 - 1797 OF T BE 99ED R ANY AAD ALL SW4S 5VOf UTLI7ING A W-A AO ELEVArOVS AAD CONTOURS ARE P. O. 09 M-DAM RE NOT' 1EINIV c WM nEciAW, R&MENM TO MF V.Dotum. 1230 TRAVELER STREET SOUTHOLL?t N.Y. 11971 r . 88 - 1075 R The hwaeiona of web and Cesspools shown hereon an hem field observat(ons and or kola data obtained brow others. SCDHS Ref. # - " ROXAA#W RD. RIO-98-0159 - --- NO TE ` ! js L, ,x,,541` SUBSURFACE SEWAGE DISPOSAL J SYSTEM DESIGN el It : 7L ( el to c) \� r BY JOSEPH FISCHETTI, P.E. rE 9,i / T, ' \ �\ �� `�� . SOUTHOLD, NHOBART .Y. 11971 eb ` � z �IGQS f5/61 765 - 2954 TAMC IE 8.t 6R~ NATER NI GRADING PLAN I�p` 400 t v M � E I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE 40.e.9 (b DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set :forthn therei and on the I '\ permit to construct, 7_ � K tea_ r,�} 1. F" n i � a \ ARF r0 ,► ����� � srAr ��x�nCs ROA° ° a .9 Q SURVEY OF 31 PROPER T Y A T SOUTHOLD ,� p D•o r, , TOWN OF SOUTHOLD SUFFOLK OO l '.Y 1L Y. Y ' A, p .. Z`0 SCale / — , _2. A - No V0 Vic.. 7, 1988 w10 b � o �y, Jan. 2, 1997(r0pogr'g6cel#fv ) 3 {Ir fu a '' Aug. 26, 1997 f ceralcotlon 1 *° {Sof *, 6 AUG. /2, 1998 f Grading Plan 1 JAN.26,.1999 (rewslon6) Z k vF FEB. 23, 2000 ( prop. hse. I MA Y 3, 2000 f conc. loundolMn. J. DEC. 1, 2000 r Anal 1 OCT. 3t 2001 (well location 1 SEPT. 271 2002 ( revision J Z0(1 OCT. 16, 2002 ( revision )0 Tesf Qorinq el ' Oc/. 24 rrl 2002 (/eviJ�a�sJ Mired Sano<'el g e C Laam e'. 5 / Pale B/ON n y 'I 1 ei om a j� �• f�c t�wed. > / LO�Si ���Po 'Ir Tos LU kvarer In tin 1 po MNWM 106t le Brown ^ v40 10 6bw?�j at" rfio•P - 7%ne fo wed } '/C i, n W 60 1 leo C p 5 o-o cz S P snow S Ogg 19''�� w� e- I�5Ir--,y m o 111.49 l�f�� Wafe n q � wo_1e1 m n '� f•k {,�e fo wed. NOTE, LOT NUMBERS REFER TO send s� f "MAP OF PARADISE BY THE BAY" r8 Z► FILED NO. 4 /976 FILE NO. 6463 AT THE OFAICE OF THE SUFFOLK Fein zoNE F2oM 1�ry0/ COUNTY CLERK'S �O F/.2nd �� P4H L OIG Z o'� 0 II„�0' Q�� 4F NEW Yp�R WELL TO BE LOCATED ON WELL / // a ,K EASEMENT AS NOTED ON FILED /// �� � P MAP OF SUBDIVISION. AREA = 44,758 sq.ft. ANY ALIFRArM OR ADD/TOV rO THS&RVEY/S A VIOLATION .to tie lines re •J`� OF-1wcrAiN 7209 OF r/E NEW YORK STATE EDGCAnoN LAN, !/Ct� Ne, j4 PER D`SJQ EXCEPT AS SEC7XW 7209-SE.WA161M 2. 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T I , t I _ A 200 AED ARS I - �- THE SEAR-BROWN GROUP ?m SEVDMCEMW DTS[GN PROFESSIONALS GAMEN CSN. N.Y. LISM-5727 (519)739-2991 IO° _ h . . fJl� � ,� 11 -09-98 �� Il-zl - ter$ I a, I .I II'7/';=il K 14" MIGILO (�IVJC�' tF H'IP �Tl'F1lt�cL� ��.1' �li'i� '�'U f7 �L�hTt1'I�C.T — it fzl aG--V nl? \2e to ! F tF -T-Rot55MS MAI 06M R S I I T PR+\Wi 5 To, SHo�I -T•'{�JSS 'DISI N / l * W I0� \ le �t ori INFQr1MAT10�1 �� 2.4 Tl »i a wkLL rel o 'ra bl I -- T m.YWcYL7 �t+Ef�tltlll'J h1itEGTIorJ 17 (�FtER - 7 T I G- tti(06Po. cw /4 /SRF ✓ _ , ' 7/, H '� �.p%' n {�hRk Ll.(ml Je I%Tr� _ , kFS 4N ,, n $,Al , I' r� } 2K� Tte" �� Y� II Paou�o>; ��P6�[oP0�i1� eL 20 b CrfIN�JUL - Yi U u 0 N4i TSI ^L-T1 � -- I . tuyVli, rwr�-�orrr h ° r— "' r ,�►c� - MA C12 p�I�pPor� ' ('ala VN��IQ " y� II ? IN tI �� �'ll I(1r4i• SdAFI W/ D!I -I`GCEV rW(I� F* L - -- �. 1r - I' I° el��iG� Incl-, s ° PJ v✓/ fnftz 1Q1� 1.P.__WWP' , U�" j F lu ��: � �7-�C,•: - bfJsul. "f 2��talq � °>T- y.(_. WTML"�j�fr/�� I Uti17F Nl�i'c vl S I(i aF p � 'MIIJ, �LToAJ I'�'i4^, C/�/'KIPI' ...—' � ��� I ✓ V4 M IL II ' .q.l , "r + 1 t I I , ! H 1 A r OF NEW t r , i, s X300 15 THE f'Nr SEAR-SiOWN GROUP , 7 `fir°` °y ,� ' �'", • �, ' . � FULL SERVICE DESIGN PROFESSIONALS 229 WRNM GARUFN C17, N.Y-1159�-ST7 (516)739-2901 ��,kl 11 -09-98 til �8 I � 1= „ � x • 1 .,,A „ k' I N \ ( 1 4 ' fU'[AIN �S M1N11}'IUIM ' LII BoL/UEADtIii Nom Rurrlocl y F i , �JP17'-D II 12 ' x " Ip7�C + N - s � C�oG�P'i y✓ (�o G �✓ � t� 9%2-T31 L' ' C;!7) no¢GR no 2 _ f, p fo� I V 4,l ¢n In' O. 1i Co" Ia1011 - Gn1 IM I LY �dl� M it 19'x1 12ooN1 a v l rJ G P-aa'r�l f- G`T�I R(+P1. GGI`INl� -I- - - 1 4% 0 _ tt JN {cl GH rJ � l 2x10 C? IG'" o G. 9X- r51 ZSOG'' 1Z''U.C. I yih.'>77`-_ Zgo Cn�z"0 G a y- �" a r�, Rn -rslcl "o,c GSA 'IsR"aA m cFa - - — lF _ 1 - � LP4 dp co Y Y l ',1 1 _Y - 1 - 5 I - I � 1 t 1 � ¢ N I 1 I 0 11 - -O ✓L O S 1 I '2 G;4� _C- .4 e xx R - r A — �1 V' —_I P r Ct a u2 us 1��2- 1 X12 Gar. /. - (LGID „ PIGKL _ TF : - r 54 f=140 Ilk r 5/trill /4 Will 11 PAHA 3izxr,l E+I-P4.l4 I u 41 r ? x •, _, CACI - I - � I s. g1_ �///Z ° `- le— Io q F � D fly CH44�ffYD.p� I®r , y NEC 1 i �FRFD ARGN��� 101 y , r 2 y I;v, -/1p THE lJ SEAR-BROWN GROUP 1 FULL SERVICE DESIGN PROFESSIONALS ,GI• ?-29 sevFat[H sTT.Ee+' 1530-5727 516 T9-2901 GARDEN CITY, N.Y. 1 ( ) 11-09-98 v z 1lr �'1 it i q , • , W "N III -� + It I f I 1 , I F I SL1� L fi, - _ V'l6 1 T .^L'vNI U'f7�� — - - I , - — 1007 414 C� • Gn �nT + I �jrFlNCsI.t�GJ - -- - -- N "r --!- r • FL I - - — — ", 1 --- - M t r 'PrI7 I N nI b �? f'r•YJNf71 Wh'Id,. CI IL 1,f- fid) 14 .'il •_e.* /f /Y - y Y 11n t ! F m vt"Or r II 0 .I 1 16 , r C - xR IL`T Ni I I 1 urre� rrl ��PL rb �� Ar2 e '' -- _ I III --- - — _ t el 0i a r„ .�:,„ �nYk.'11 .t�',• — {(L+0� k14'GT4 ' e''.ttl 17r.�al'4 �'�'- -I'-n^ urt gaol°+ -_ I 4-r —_ 1�— - ptEoa: rvEWy o wf✓tr- I � � cCHA S / RFP G _ i I A-201 ° A „ I 4 , THE �.. SE I AR BR GROUP� I I 1 tt �� ,: . '•+ i^ FULL SERVICE DESIGN PROFESSIONALS 229 SEV17d Y11 GAR➢IN MT. Y, N.N.Y.. 11530-5'727 (5I6)739-2991 16 11 -09-98 Qw �I v-ag ,' P`� I• I+ o0 i 7 p I rO i �,II otH��w✓�E ND'1�0 - ._- ._ - y1D�110 7yJ�/1/ 2 ala ar U - ��� w, I 1 YI � � 11 4 =o sGcz2 Ia°Oc 'I h`✓���Nl ° I�'J>:r�M '� r - D k 0 I _1 _Y I IIS\ )_ 1,9" _rfl _ 2xe• c s i�' o.�. �1 � - Y V' ti - d 2fCG-Ild % 4 tt , al 1v it�� ' Cf c1Y V I I 4 s I 31 x — I 2-- _I�� �2 '�'G P a P SI �r� ly 9 , OF NEW , C 4,P4 YV-e r p 1 'i. /� SF' l' Gr I 7L1f( D O//� f0 ARCH` '�" F - v_ M I ?a© � THE SEAR-SR4WN �.. GROUP � � a�', .�� - • '� IrT�- ���� o �� � I EfIIS. SERVICE DESIGN PROFE9510NAL5 _ 229 SEVENTH T GUXEN CITY, N.Y. 11530-5'7 (516)739-2901 � 1 .• � it 11 -09-98 raw. II a ev GENERAL NOTES CARPENTRY i. CONTRACTOR SHALL VERIFY ALL. JOB AND FIELD CONDITIONS. AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS TO INSURE THE 1. TERMITE PROTECTION: METAL TYPE SHALL- D A , ,� ( ) E 5 DETAILED IN NEW YORK SLATE LICENSED CODE MANUAL oCIL L)I„ONINC SHALL PROPER SWHICH STRENGTH MAY AND LOCATION OF THE WORK. REPORT, , ORITING, NT, THE PROPER E AND ENGINEER ANY AND ALL '. CONFORM TO.HEALTH DEPARTMENT AND ALL APPLICABLE STANDARDS IN TALE I � � - : CONOITIONSWHICH� FITMAY INTERFERE WITH OR. OTHERWISE AFFECT, OR PREVENT, hiE PROPER E%ECUTON AND COMPLETION OF THE - 5 L D BY LCCN.,ED APPLICATOR. WORK. 2. ALL WALL BEARING. BEAMS TO HAVE STANDARD ANGLES, ANCHORS AND BEARING PLATES. UNLESS OTHERWISE NOIr:D. 2 ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDING CODE LATEST 3, q - LL W000 POSTS, RESTING ON TOP OF CONCRETE WALLS, SHALL HAVE CLIP ANGLE ANCHORAGE TO CONCRETE BA:k. ALL POSTS, EDITION AND LOCAL CODES. RESTING ON TOP OF STEEL BEAM, SHALL HAVE CLIP ANGLES BOLTED OR 'HELOED TO THE FLANGES OF THE STEEL E £AM. 3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR, OR SHOWN, ON THE DRAWINGS. q ,q LL STRUCTURAL FRAMING LUMBER SHALL BE J{2 OR BETTER DOUG-FIR, EELS 0 P.S.I. & E G-FIR WITH P.S.J. 145I::SS OTHERWISE THIS SHALL NOT BE CONSTRUED TO MEAN THATANYREQUIREMENTS SET FORTH T THE DRAWINGS MAY BE MODIFIED BECAUSE THEY INDICATED, WITH SPF UTILITY SHOES AND PLATES. - - - L E5. STIJD GRADE FRF. ALL L.IN TEL., SHALL BE DOUG-FIR WIM Fp -. 1450 P.5.1.: ARE. MORE STRINGENT THAN THE CODE.REQUIREMENTS OR BECAUSE THEY ARE NOT.SPECIFICALLY REQUIRED BY CODE. _ ' 5. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR COX GRACE WITH - 4. CONTRACTOR SHALL OBTAIN. ALL NECESSARY PERMITS AND ARRANGE FOR ALL INSPECTIONS AS REQUIRED BY�APPROPRIATE H EXTERIOR GLUE. SHALL MEET THE Rh F TRA EN iS OF OIFE LATESTRICA ON OF OD U.S. PRODUCTS STANDARD PS-1, AND SHALL EL IDENTIFIED 'lvttH THE AS ABOVE,IE GRADE TRADEMARK BUILDING DEPARTMENTS, HEALTH DEPARTMENTS, ETC.' CERTIFICATE OF OCCUPANCY AND. UNDERWRITERS CERTIFICATE SHALL BE OF THE AMERICAN PLYWOOD ASSOCIATION. AL1. PLYWOOD - n - , - SUB FLOOR PANELS _ANT) H Of SAME AS ABOVE, AND ;HALL MEET THE OBTAINED BY CONTRACTOR AND DELIVERED TO OWNER PRIOR TO FINAL PAYMENT; INCLUDING UNDATED FINAL SURVEY. ,REQUIREMENTS OF .THE. LATEST EDITION OF THE U.S. PRODUCT STANDARD PS-L, AND SHALL BE IDENTIFIED, NTH THE AF'PROPRIA IE - GRADE TRADEMARK.CF THE AMERICAN PLYWOOD ASSOCIATION. , 5 DO NOT SCALE. THE DRAWINGS, ANY DISCREPANCIES SHALL BE REPORTED, IN WRITING. TO THE ARCHITECT FOR CLARIFICATION. 6. ALL EXTERIOR EXPOSED POSTS. GIRDERS AND JOISTS SHALL BE WOOD PRESSURE TREATS , - 0 N ACCORDANCE fA I4H THE . 6. GENERAL CONTRACTOR .SHALL COORDINATE FOR EASE AND. RAPIDITY OF CONSTRUCTION .THE WORK OF ALL TRADES. ALL SLOTS, j REQUIREMENTS OF THE CURRENT ANPA STANDARDS C-i AND C-2 FOR WATE -6f_RNE PR"�E2VAiIVE TREATMENT AL V000 MUST SLEEVES AND/OR OTHER OPENINGS TO BE/ COORDINATED AND SET BEFORE POURING CONCRETE. - BE LABELED CERTIFYING CONFORMANCE 10 REQUIREMENTS. ' •! 7. CONTRACTOR CTOR SHALL E INSTALLATION ALL THE NECESSARY SUPPORT. BRACING, SHORING, ETD, (TEMPORARY AND/OR:PERMANENT) A5 7. WOOD STRUCTURAL MEMBERS FI CONTACT WITH MASONRY. OR CONCRETE, MOST BE PRESERVATIVE TREATED,''N - < WITH )I L. BORNE ' REQUIRED FOR THE SAFE INSTALLATION OF. NEW CONSTRUCTION. � CHEMICALS OR CREOSOTE, TO DEFINITE RETENTIONS AND PENETRATIONS IN ACCORDANCE vA TH THE AWPq STANDARDS C-I AND C-2 ' BEARING PLATES, AND MOISTURE BARRIER, SHALL BE PROVIDED BETWEEN 'WORD !AEMBERS AND WALL , . 8. SKYLIGHTS AS MANUFACTURED BY ANDERSEN WITH 4" CURB AND INTEGRAL FLASHING AND INSULATED CLASS. 8. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE NTH THE NEW FORK STATE BUILCING CODE AND WHIN THE NATIONAL 9. WINDOWS AND DOORS TO BE AS MANUFACTURED BY ANDERSEN, UNLESS OTHERWISE NOTED. WINDOWS AND DOORS TO HAVE LOW E DESIGN SPECIFICATIONS FOR STRESS GRADED IUMBER AND ITS FASTENINGS. LUMBER IS TO GE FURNISHED AND INSTAL!..ED COMPLETE , INSULATED GLASS MTH'SCREENS, GRILLES AND EXTENSION JAMBS. ' WITH ALL FASTENINGS, ANCHORS, BLOCKING, BRIDGING, ASADDLES, HANGERS, ETC. REQUIRED i0 COMPLETE THE JOB. PLT.. STEEL BOLTS CONNECTING WOOD MEIABERS SHALL 13E SUPPLIED Whi AND Tl GIi tENED AGAINST STEEL WASHERS OR PLA 7E5. 10--3T I{p,NGEftS AND ' 10. ALL .FIXTURES TO BE AS SPECIFIED BY DEVELOPER. OR OWNER CONNECTORS. STEEL BRIOGING .AND OTHER SPECIAL CONNECTIONS AND HARDWARE h1U5T BE INSTALLED IN ACCCRDAN( E WTH NEW - YORK STATE BUILDING CODE REQUIREMENTS 'WHERE FASTENERS ARE NOT SPECIFICALLY NCICATED OR SPECIFIED T}rE - 11. PROVIDE SMOKE DETECTORS AS PER NYS CODE 7211L FURNISHED IN ADEQUATE NUMBER AND SIZE HALL BE • - 1 P2 DOOR FROM GARAGE TO INTERIOR TO-BE 3/4.HR. FPSC' DOOR AND FRAME. 9. ALL CARPENTRY WORK SHALT: BE PERFORMED IN CONCORDANCE WITH GOOD.TRADE PRACTICE,'RECOMMENDATIONS C)F 1 MANUFACTURERS' AND IN CONFORMANCE WITH THE NEW YORK STATE BUILDING CODE, AND THESE SPECIFICATIONS: A. FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE BRACE, PLIJT,IB AND LEVEL ALL !HEMI?ERS AND " SECURE WITH SUFFICIENT NAILS, SPIKES AND BOLTS TO INSURE RIGIDITY. - FOUNDATIONS & CONCRETE B. NAIL LAPPED JOISTS OVER ANY BEARING TOGETHER WITH TWO 100 NAILS SECURE BUIUD JOIST S WITH 7 G INCH AID_ 13Y 78 INCH T. REMOVE TOPSOIL AND OTHER SURFACE MATERIALS IN PREPARATION FOR POURING CONCRETE SLAB. INTERIOR SLABS ON GRADE TO METAL STRAPS AND TWO SD NAILS TO EACH JOIST. � , BE POURED IN COMPACTED POROUS FILL OR SUITABLE ON-SIZE MATERIAL A 6 MIL THICK POLYETHYLENE VAPOR BARRIER SHEET TO C. PROVIDE SOLID SURFACES AT LEAST 1-1/4 INCHES WIDE IN BOTH DIRECTIONS, AT AIL f.ORPlERS FOR�SECUI2ING ':'JB-FLOORUJ, BE LAID UNDER SLAB. SLAB TO BE STEEL TROWELED. SLAB TO BE REINFORCED WITH 6 R 6 10/10 W.W.F. DRYWALL, ETC.. FORM SURFACES WITH FRAMING MEMBERS OR WITH 2-INCH W'00BLOCKING SEC - - ' D SECURED AT LEAST TfrV ED NAILS AT ' 2 FOUNDATION WALLS WILL BE DAMP PROOFED FROM BOTTOM OF FOOTING TO WITHIN I" OF GRADE NTH TROWEL. COAT OF EACH ENO - BITUMINOUS MASTIC SEPARATED BY A LAYER OF ASPHALT.SATURATED MESH. : D. PROVIDE, AT LEAST, DOUBLE JOISTS OR TRUSSES. AND HEADERS, AT WATER CLGSF RAIN 1 - - _ OENDS, AND AT ILL bENI AND ' 3. CONTRACTOR MAY BACK FILL, AGAINST FOUNDATION WALLS, ONLY AFTER SEVEN (7) DAYS OF CONCRETE CORE TIME USING PROPER MECHANICAL OPENINGS 2' OR MORE IN WIDTH, UNLESS OTHERWISE SHOWN ON FIE DRA 7JNG5. CONSTRUCTION METHODS, AND EQUIPMENT, TO AVOID DAMAGE TO THE WALLS. WALLS ARE BRACED ADEQUATELY AS DETERMINED BY ,: - AN INDEPENDENT STRUCTURAL ENGINEER HIRED BY THE CONTRACTOR. E, TAIL JOISTS, OVER 4 FEET LONG, AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS, OR HANGER'S, AND SPIKED + SECURELY UNLESS SUPPORTED ON A WALL OR GIRDER. 4.. FOOTINGS SHALL BEAR ON SOIL, HAVING A MINIMUM ALLOWABLE BEARING CAPACITY OF TWO (2) TONS PER SQUARE. FOOT 1 ! F. ALL SNSHALL N. PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT AG_IiBDP.NCE VA}}1 NEN 5Cft7, SL1 TE CODE UNDISTURBED VIRGIN SOIL 07E AND AS NOTE - ' D HEREIN. 5 STEP FOOTINGS, WHERE ELEVATION CHANGES, I VERTICAL TO 2 HORIZONTAL ' .. ' '(1) SECURE TOTE PLATES WITH 16D NAILS 16 OC THROUGH 9JB-FLOORING ACO INTO Ff2AhnpIG OR BLO�,KING, ANO P2UVIUE - ' 6. ALL CONCRETE SHALL BE STONE CONCRETE AND SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF SUITABLE SPLICE PLATE AT END, SECURELY NAILED IN PLACE. - 4,000 PSI. SLAB ON GRADE TO BE STONE CONCRETE NTH A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 4,000 PSI AND. REINFORCED. ''WITH W.WF, 6 X 6. 10 & 10.. CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED. (2) STUDS NOT LESS THAN 2 X 6 16".O.G DOODLED AROUND OPENINGS AND TR;PLEO Al.r,CRVEFG- - 7 ROD REINFORCEMENT SHALL BE. INTERMEDIATE GRADE DEFORMED BARS, CONFORMING TO ASTM A615-60; REINFORCEMENT SHALL (3) PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER CONFORM TO ASTM A185 AND A82, (4) FRAMING TO SUIT WORK OF OTHER TRADES. - 8.. DETAILS AND GENERAL PROVISIONS, FOR CONCRETE CONSTRUCTION, SHALL CONFORM TO THE Rf )VIREMENTS OF THE LATEST ACI - BUILDINGSCODE, ACI 318,. AND MANUAL ACI 315, : (5) PROVIDE (2) 2 X 6 SPUDS AT THE ENDS OF BEAMS UNIESS OMER'VIISE NJT.fiD ON DR AWNGS. 9 PROVIDE BEAM POCKETS IN FOUNDATION WALLS SEE FOUNDATION PLAN FOR LOCATIONS. (6) PROVIDE.SOLID BEARING FOR FULL WIDTH OF TRUSSES, RAFTERS, GIRGEBS TC.. - - s UNiT MASONRY 1. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE SPECIFICATIONS, FOR HOLLOWG. SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS; CLUED AND NAILED MTV 50 COM 1c '• .\I 1. I JIS b INCITES ' . LOAD BEARING CONCRETE BLOCK MASONRY O.C. ALONG SUPPORTED EDGES AND 10 INCHES O.C. AT INTERMEDIATE. SUPPORTS; BREAK JOINTS IN ADJACENT 1013°;I LOCATE END - UNITS ASIA C-90, AND SHALL BE HOLLOW LOAD BEARING CONCRETE BLOCK MASONRY UNITS GRADE N. ALL MASONRY UNITS SHALL JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY BELOW SURFACE- UNDERLAYMENT, '4HERE RE 'HI -.EO. TYAFl_ BEHAVE A MINIMUM'COMPRESSIVE STRENGTH OF 1000 PSI. MORTAR SHALL CONFORM TO THE SPECIFICATIONS FOR MORTAR, FOR UNIT SIMILARLY INSTALLED. ' MASONRY ASTM C-270 AND SHALL BE TYPE N-MORTAR, ALL MASONRY WALLS AND CORNERS TO BE.PROPERLY BONDED. : H. ROOF SHEATHING, SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO. SIIPFCRT'_; LOCATE END JCNIS O'.FII l) 'FORTS; - 2. WALL REINFORCEMENT SHALL BE OF NON-CORROSIVE. TRUSS TYPE METAL APPROVED BY THE ARCHITECT. HORIZONTAL CONTINUOUS STAGGER JOINTS. - TRUSS REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AT EVERY 2ND COURSE. VERTICAL SPACING, OF REINFORCING, MUST NOT - - EXCEED 16 INCHES. WALLS SHOULD BE BRACED DURING CONSTRUCTION UNTIL THEY ARE ADEQUATELY ANCHCRED TO THE ROOF I. FURRING. 'WHERE REQUIRED, TO BE TRUE TO LINE, NOT OVER 16" O.C. AND FASIENFD SFCUHELSYSTEM f. - 10. PROVIDE.WOOD BRIDGING (7' -0" ON CENTER MAXIMUM SPACING) FOR ALL 4CJD JOISTS AND SOLID L2Grn C. 8E(VOIN JCISTS AT - BEARING ON WOOD STUD BEARING WALLS. SECURE BOTTOM OF BRIDGING AFTER 51,6-FLOrA? HAS HEFN N=IIFp, - 11. WHERE RAFTERS AND JOISTS FRAME, INTO OTHER WOOD BEAMS, FROVICE TECO O GRIP 18 GAGE GALVANI/H 'il El ! JOIST AND STEEL BEAM HANGERS. i 1. ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM TO ASTM A 36. 12. FLOOR TRUSSES AND JOISTS SHALL.BE DOUBLED UNDER PARTITION) PARALLEL TO TRUS^L; zJOISTS. - 2. THE DESIGN,:FABRICATION AND ERECTION,.OF ALL STRUCTURAL STEEL, SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF 13. PROVIDE FIRE STOPPING AS PER NEW YORK STATE BUILDING CODE REQUIREV' NTS.THE AISC SPECIFICATION. 14. INSULATION IN ALL EXTERIOR FRAME WALLS SHALL BE FIHERCIASS TYPE, AND IHIC KNESS AS 5HO`NN UN DRAYPIINGS INSULATION 3. SHOP AND FIELD CONNECTIONS SHALL BE WELDED, OR MACHINE BOLTED, WITH ASTM 233 E70 SERIES ELECTRODES AND A307 SHALL BE IN ROOF, CEILINGS' LIVING SPACE AND AT UNHEATED TO HEATED SPACES. All !NSULADON TO HAVE A '011. VAPOR - { � BOLTS, WITH LOCK WASHERS BARRIER SURFACE EXPOSED TO HEATED SURFACES INSVLA 710H AT MASTER L'EDROOh1 AND "dASTEI7 BATT AND ='CACE ROOM SHALL Y 4 PAINT ALL STEEL, ONE SHO BE 2" UNFACED.FIBERGLASS OR ROCK WOOL - - -� P COAT 4F RUSE INHIBI SIVE PAINT, AND' FIELD TOUCH UP EXCEPT FOR AREAS TO BE W€LDED, COLOR - � TO BE GRAY UNLESSOTHERWISE SPECIFIED BY THE ARCHITECT. I5. ALL FLOCRS COVERED W1h{ CARPET SHALL HAVE (1) LA'iER' 3/ti' PARTICLE BOARD OR APPROVED EQUAL. OVER 51@-FLOOR. FLOORS COVERED. WITH OAK FLOORING, OUARR'E TILE Olj.CERA!A!C ULE SHALL ',')E I IAYEf2 OF 23/32" PLfYPQGD SUB-FLOORING, 5 ALL STRUCTURAL TION PC CHALL BE PERFORMED, BY CERTIFIED WELDERS, IN COMPLIANCE NTH THE AMERICAN WELDING SOCIE LYS h1INIMUM. STANDARD QUALIFICATION. PROCEDURE. ' - 16. ALL LUMBER SHALL BE PROTECTED FROM THE WEATHER F%F WITH A TARPAOA. THE HEAVE GAUGE PLASTIC, AL-.. ',PROD MATERIAL ` - - G CONTRACTORHNITO SUBMIT SHOP DRAWINGS SHOWING ALL CONNECTIONS.AND BEARING DETAILS SHALL BE STOCK PILED IO 'HOOD DUNNAGE. IN A RELA IIVFI '/ FLAT DR'f AREA. RIE SAME PROTECTION SHALL EE PROVIDED DURING MECHANICAL : SFIIPPING AND INSTALLATION. mz 1. ALL ELECTRICAL DEVICES (I.E. SWI TCHES. DIMMERS, RECEPTACLES, ETC.) TO BE "DECORA" TYPE; COLOR AS PER OWNER. - ' 17. BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEE 7S HGRI/.CN CAL (RGOF, CHIMNE't S, VANDOW, DOORS ETC.) 'i;K'r1.IGHTS TO BE , < 2. PROVIDE CLOSED CELL NEOPRENE GASKETS AT ALL ELECTRICAL DEMC£S LOCATED IN EXTERIOR WALLS. DOUBLE INSULATED, SELF FLASHING 'WITIT CURB. ALIGN 'MTH ROOF RAFIERS, INSULATE CEILING SPLAY. 3.. ALL PLUMBING, ABOVE AND UNDERGROUND VENT AND DRAINAGE PIPING TO AS PER N YORK TA C 18. ALL DOORS, OPENINGS AND AIINDOWI, TO BL SET WIN LEAD At a'-0 AF F. ON THF FIRST.FLOOR & CELLA;!; 6'-3" ON THE - _ E NEW C K 5 T€ BUILDING CODE 904.6. - i ' SECOND FLOOR UNLESS OTHERWISE NOTED. 4. SURFACES TO BE SOLDERED IN COPPER TUBE; SOLDER JOINT SHALL BE CLEANED BRIGHT, PROPERLY FLUXED AND THE JOINT - - o MADE WITH SOLDER APPROVED FOR SUCH USE. LEAD CONTENT IN SOLDER SHALL BE LIMITED_ TO 20% Oft AS.LOCAL AUTHORITY 19. ALL MATERIAL TO BE. INSTALLED AS PER MANUFACTURER'S RECOVIMENDAUCNS AND SPECIFICATIONS. � HAVINf, JURISDICTION. NEW YORK BUILDING CODE 905.5. '. 20. ALL INTERIOR PARTITIONS SHALL BE 2X6 WOOD STUDS 16" O/C FIRST FLOOR (2X4 ON SECOND FLOOR) WITH 5/8" GYPSUM 5, 17 SHALL THE CONTRACTOR'S RESPONSIBILITY SUBMIT THE SIZE, DESIGN AND TYPE OF MECHANICAL SYSTEMS MATCH WILL BE BOARD, UNLESS OTHERWISE SHOWN ON DRAVIINCS. ED USED; IN SUFFICIENT BUILDING DETAIL AS REQUIRED BY THE BUILDING DEPAkTMEN 7. - 21. ALL EXTERIOR TRIM, CORNER BOARDS, FASCIAS, RAKE BOARDS, ETC. SHALL HE 5/4" CLEAR CEDAR, BACKPRPAED OCHE COAT 6. PROVIDE MINIMUM 50 C.F.M. FAN CONTROLLED WITH A SWITCH, AT ALL BATHROOMS WITH NO NATURAL VENTILATION. DUCT TO MINIMUM BEFORE INSTALLATION, UNLESS OTHER61SE DIRECTED, - N OUTSIDE.', -. u 22. CRAWLSPACES TO BE 18" MIN (FROM UNGERSIDE OF FRAMING TO .LAB).AS PER NIS CCOE 800.4; i � 7. PROVIDE (3) ALARM SYSTEM MOTION SENSORS AND 3 KEYPADS LOCATED WHERE DIRECTED BY OWNER. 23. MINIMUM MOTH FOR CONVERCING TREADS TO BE 4" (NYS 7131(b)2). 8 LOCATION OF LIGHTING, AS 'HELL AS SWITCHING FOR LIGHTING TO BE COORDINATED .WITH OWNER. 24. PROVIDE HURRICANE CUPS AT EACH RAFTER AT CABLE R - 6%Pli"`F NfW ORFS. V FINISHES Q�rRT CH4,pe IA 1. ALL GLAZING.AT GLASS DOORS, ENTRANCE SIDELIGHTS, TUB.AND SHOWER ENCLOSURES AS WELL AS ANY GLASS WITHIN 18" A.F.F. 25. MINIMUM HEADER TO BE(2) 2X6 (WITH{ 3 1/2". X 6" X 5/16' ANGLE IF EXTTWFLR). T a :SHALL BE FULLY TEMPERED AS PER A-207-AAND NYS GODF. 7151. TEMPERED GLASS TO BE IDENTIFIED AS SUCH. ALLSHALL BE IN ACCORDANCE WITH N.Y. STATE BUILDING CODE REQUIREMENTS. 2 ALL PARNTIONS, EXTERIOR WALLS AND CEILINGS, WILL BE COVERED WITH 5/8" THICK GYPSUM WALL BOARD, 5/8" FIRE CODE WALLS ENERGY CODE CERTIFICATION: r Gi AND CEILING IN GARAGE. MOISTURE.RESISTANT GYPSUM WALL BOARD TO BE USED AT BATHROOMS AND OTHER "WET" AREAS NTH THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BG CR TINDER .TILE DIRECT SUPERVISION OF, THE UNDERSGNED AND v , CEMENTIOUS BACKER BOARD, DUROCK OR EQUAL, UNDER ALL TILE AND MARBLE. TO THE BEST OF. THE UNDERSIGNED'S' KNUWIEDG F RCNC�' E; BELIEF AND PROFESSIONAL .JUDGEMENT CONFORM TO THE NEW YCBK STATE - IG ,. ENERGY CONSERVATION CODE. A /� c) 3. MAXIMUM RISER HEIGHT UI ALL STAIRS SHALL BE 8-I/4' AND MINIMUM TREAD SHALL 8E 0"HPLUSABITABLE 1-1/8" NOSING, IN _ A®4®® ! ., ACCORDANCE NTH STATE WILDING CODE, AS SHOWN ON DRAWINGS. STAIR W1DTiBF.TWEEN HABITABLE SPACES AT DIFFERENT FLOOR : � `T , LEVELS, SHALL BE NOT LESS THAN 2'-8" BETWEEN HANDRAILS OR BETWEEN HANDRAIL AND WALL. SEE PLANS FOR W10 TH1 OF STAIRS. a' 4. ALL GYSPUM WALL BOARD SHALL RECEIVE 3 COATS TAPE AND SPACKLE; SANDED BETWEEN COATS. T�I`1TI-HETI �+)�■.{',.. - VES �.K-13KOWN GROUP $ IAOHMP.IiLY CHARLES P; WARD,INC `. 1•11I1, ','TRV1CF; ur�slcN r1iTlrl su)Nn1� .279 EFSEN01 STNIFET 1:pRDF1J t'ITY, NY, 11570 51Z7 (.I) '777--01 1 1 09-9t3 li I I 4 38'_0„ 12'-2" 18'-6" 2' 0" -_________IIF___- iT _______L_- xx I � m � I I I 1 1i0" - ___________________ ________________ JO" F-Jrv9f- c � r ---------------------------------------------------i----------------- -------------o--------N I �----------------------------------- _____-____ ___________ «0 I i i I I F�7Trl Y- �l I I I I I I I I I 1 I I I I I I I I :I L 12'-9' 1 I II I I t - I I I I I I I I d I I O o I I 1 I I I I I I r 1 UNEXCAVATED TAMP 1 UNEXCAVATED TAMPUNEXDTAMP AND FILL SOLID I AND LL SOLID CON I I . 1 AND FILL SOLID I 1 FILL S I I I 1 1 4" C SLAB ABV. 1 i 4" CONC. SLAB ABV �I I I 4 CONC. SLAB ABV I I I I W 6x6 10&10 W.W F (TYP I W 6x6 10&10 WWF TYP. I 1 W 6x6, 10&10 WWF TYP I I / ) I I / i (TYP.) I I / (TYP ) I I iO 1 j I 1 1 r fk1 I I I I I 1 M UNEXCAVATED TAMP UNEXCAVATED TAMP AND FILL SOLID. i __ ,' i o AND FILL SOLID 1 1 I r__________________ _� I I 4', CONC. SLAB ABV 1 4" CONC SLAB ABV t I h W/ 6x6, 10&10 W W.F. (TYP.) i i li e i 1 W/ 6x6, 10&10 WWF (TYP ) r I I I 1 1 I I I 1 1 1 I 1 I 1 :L--- 1 I I I 1 I r--------- ---------------------i L____ L __ __� Ir-- , ,• M J UNEXCAVATED TAMP I I - AND FILL SOLID 1 I 4 CONC. SLAB ABV. 1 1 j W/ 6x6, 10&10 W.W.F. _ 1 1 (TYP.) 1 UNEXCAVATED TAMP AND FILL SOLID. I I 4" CONC SLAB ABV. f, I I W/ 6x6, 10&10 WWF 1 (N ) P. I ; I 1 1 L -' J I I O I I I I I I o I I I 1 I I -------------- i I I I j I I I 0 -- 18,_8., p' B -10., 0' 12._8., 0' 20. 4„_- --_ -- -_ 1 0 1 "I I m L L_ _________ _� 1 1 I . SLAB ABV. I I ul � I I l I I I UNEXCAVATED TAMP I I W/ 6x6C 10&0 WWF.. (TYP ) _____ _______________I �____I__------------------I27-41 m UNEXCAVATED TAMP L -- - AND FILL SOLID -- ¢ 8'-o” + i i 'I, AND FILL SOLID 1 I 4" CONC. SLAB ABV -- ------------------------------------------------------------ --- i r W/ 6x6, 10&10 W,W.F (TYP ) o 0 t j ILII 1 L I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I r j I I I I I I II I 2 I 1 I I I I I 1 I I I I I I I 1 I I I I I 1 I I I I I I 1 I I I i I I I I I I I I I I I I I - i I I I I 'I L ---___-_1 - r___--_-_ j 6 OF NEpy,•. 1 .-_ .. 4�-04'-OJ14, 0. �' APFc-'`RTfa1ge°•O 0E A 3G i THE i. III Ili 471/4"=V-0- UNDATION PLAN SEAR-BROWN PBROWN J .II FORMERLY CHARLES E. WARD,INC. FULL SERVICE DESIGN PROFESSIONALS 229 39VEM WHET 'Ili' il GARDEN CITY, N.Y. 11530-5727 (516) 739-2901 II 11 -09-98 i I ' I J Gv fj SII btzi� YP oNN �f I 2 y _ IrjLu —. 10 '- CI' y IYJ = ' ° � _ Til �y,' 4" � ,>�.n I — — - — —, � • . , I I sz � a Aj �r Es: ,r �htirRn �'�,%� f o I N (0 +1%411 kLy 1 nom ; , ...i' Pim V� PPi-r,r•NI' � �)� l �) �� �'L �. � 'h. 2) ( 2112r 1 ry` ' LY JyUr� „" (1) �� °f4✓ M10 9 _ O 40 I --- r e^Tl+f0r4^L. GCIL.IAI(u I 41 ftEKltt f - '! r -- !I 2x10@ICo" 0C ' yyz -I'S� Z50 C' IZ"o qUt Tslzso CPIZ"0L cL w r -T. 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I � N I I I I ---� - -- - -- -- 1 \ i Nl 0 i { O lw Ne� (�- II i I I - I � I I , , I I , I I � I I u _-J T- - It _I V�IT ► CI-l-.I I � C c Go pT• �I�F>g V�u r ---- ; � t �� III . , rn�� �• 1 , , .. - r 1 1 _ 1 l �� I it PA I i rr h-. r'+ t Y- IN1N4$ Its �11%�leL - - s I, I I 1 . ' 0 . 1 _� - _• - - -_ _ -- r �^�m I'N V I — __ - _ ��^'_^^_ t � a , i� III' '�-- ICj�IyV �IAR/I'� \` � { 1 _s {R II p -'.IT�Q�-- 1 � . A h !y, ` J l..y':.::,..�w'� I 'I F( n - ►+ \ "' ^AR"rlkIsKowt I Al'it I L u'r I,,�rclN'fhln► r�llnl , N` I Tri — I �:NlY zjnc'L V'"t 10 TCC -- - �Tr+�����V c���•'t 2�b I�t=Te�J T C TTI"1�f L� i9 Y b OF NEW Y fat LH4p[,,f it cr Ale OWNE*l� 4 l n � .p`� "I',a•' orf ooh ,�{� 1'I!' syu�lrrF� 7 I owh� � I I No. 7013�' . ANNAI -� THE � _ .;,ti SEAR-$ROW14 . .GROUP ' FULL SERVICE DES101 FESMONALS 229 mmm snaT r G aaEE M. 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A I � oorapl: �� "� 11I'.YWO�J �trC�'Tttlf1J VIY�L-GTIoJ to ��F7r-r� II Qv l2 cxiu(1 �If� �PFT�•c/'�J lCo+� % - 'f 7 �uTYI`-Fi �iY1/D� _ I e��Pn('�wGI,��Joi��,✓ _� ' 1 U° �v IrJl�uL — �� 511' 4-N4:e-wnIt. `31Dr� UN £ WKL{. -- - — I - I Cir, vo N-''Wnn�� -- ' %U' �LYWuv SttCi<TttlN) ' 'O rCA r�t1)In I cJ". /r. - pe-yvI V iN 'ee r� I 'I I 2 U o ,.1� " "- II 'V '� DrLYVrr ns PEr� owticY�. s AP/ w SIUi OOtN L ---- � C�' INIV vAp Io fcu uW moi. p�rlr��r ��. ws„�. 1 �wv wAwi �r ore'- PJAL(1�) nPtiVr CONTIUrIF F�o� n I'�i Tv MM Tal.) 710 D✓ - r� N= I ��� ' 5t I t e /z�\ �/ViH G� Vli I � \ -I-rzlr �2 J"01UJ1” / • I / /l WN t_ y4l ' I Nva yiP16 OF NEW YO oe�yt CNAR<Ff R'1' I � 3 PE AW,ABO ,„✓ -_ 300 THE SEAR-BROWN - GROUP i 1 III FULL SERVICE DESIGN PROFESSIONALS II Z29 ,7VENM MEET GAPMEN CITY. NY 11590-5727 (516)739-2901 CIJ Jk,II r,r�. L L .12'U �o 11 ,-09-987 PTP . .f - .-.- ^" - " T^ � 1" i A I I " GENERAL NOTES CARPENTRY N 1. CONTRACTOR SHALL VERIFY ALL JOB AND FIELD CONDITIONS, AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS TO INSURE THE 1. T RMITE PROTECTION (METAL TYPE) SHALL BE AS DETAILED IN NEW YORK STATE BUILDING CODE MANUAL. (SOIL ,OISONING SHALL PROPER STRENGTH FIT AND LOCATION OF THE WORK. REPORT, IN WRITING, TO THE ARCHITECT AND ENGINEER ANY AND ALL CON.ORM TO HEALTH DEPARTMENT AND ALL APPLICABLE STANDARDS INSTALLED BY LICENSED APPLICATOR. + CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT, OR PREVENT, THE PROPER EXECUTION AND COMPLETION OF THE WORK: 2. ALL WALL BEARING BEAMS TO HAVE STANDARD ANGLES, ANCHORS AND BEARING PLATES, UNLESS OTHERWI E NOTED. 2 ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDING CODE LATEST 3. ALL WOOD POSTS, RESTING ON TOP OF CONCRETE WALLS. SHALL HAVE CLIP ANGLE ANCHORAGE TO CONCR TE BASE. ALL POSTS. EDITION AND LOCAL CODES. RESTING ON TOP OF STEEL BEAM, SHALL HAVE CLIP ANGLES BOLTED OR WELDED TO THE FLANGES OF THE HEEL BEAM. 3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR, OR SHOWN, ON THE DRAWINGS. 4 'ALL STRUCTURAL FRAMING LUMBER SHALL BE X12 OR BETTER DOUG-FIR, FB=1450 P.SI. & E -laOO,000 P 4.1 UNLESS OTHERWISE THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE MODIFIED BECAUSE THEY INDICATED, WITH SPF UTILITY SHOES AND PLATES, STUD GRADE PPF: ALL LINTELS SHALL BE'DOUG-FIR WITH IS'= 1450 P.S.I.. ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE 5. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR COX GRADE. WITH EXTERIOR GLUE, SHALL MEET THE, EOUIREMENTS OF 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND ARRANGE FOR ALL INSPECTIONS AS REQUIRED BY APPROPRIATE THE LATEST EDITION OF THE U S PRODUCTS STANDARD PS-1, AND SHALL BE IDENTIFIED WITH THE APPROPRIATE G DE TRADEMARK BUILDING DEPARTMENTS, HEALTH DEPARTMENTS, ETC. CERTIFICATE OF OCCUPANCY AND UNDERWRITERS CERTIFICATE SHALL BE OF THE AMERICAN PLYWOOD ASSOCIATION. ALL PLYWOOD SUB-FLOOR PANELS SHALL BE OF SAME AS ABOVE, AND ISHALL MEET THE OBTAINED BY CONTRACTOR AND DELIVERED TO OWNER PRIOR TO FINAL PAYMENT, INCLUDING UNDATED FINAL SURVEY iREQUIREMENTS OF THE LATEST EDITION OF THE U.S. PRODUCT STANDARD PS-L, AND SHALL BE IDENTIFIED NTH TH APPROPRIATE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. 5. DO NOT SCALE THE DRAWINGS, ANY DISCREPANCIES SHALL BE REPORTED, IN WRITING TO THE ARCHITECT FOR CLARIFICATION. 6, ALL EXTERIOR EXPOSED POSTS, GIRDERS AND JOISTS SHALL BE WOOD PRESSURE TREATED IN ACCORDANCE[ WITH HE 5. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL TRADES. ALL SLOTS, REQUIREMENTS OF THE CURRENT AWPA STANDARDS C-1 AND C-2 FOR WATER-BORNE PRESERVATIVE TREATMENT ALL WOOD MUST SLEEVES AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE, BE LABELED CERTIFYING CONFORMANCE TO REQUIREMENTS 7. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT, BRACING, SHORING. ETC , (TEMPORARY AND/OR PERMANENT) AS 7. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY, OR CONCRETE, MUST BE PRESERVATIVE TREATED, WITH OIL-BORNE l REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION CHEMICALS OR CREOSOTE, TO DEFINITE RETENTIONS AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARD C-1 AND C-2. BEARING PLATES, AND MOISTURE BARRIER, SHALL BE PROVIDED BETWEEN WOOD MEMBERS AND WALL l 8 SKYLIGHTS AS MANUFACTURED BY ANDERSEN WITH 4" CURB AND INTEGRAL FLASHING AND INSULATED GLASS. ' 8. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE AND WITH THE NATIONAL WINDOWS NDOWS AND DOORS TO BE AS MANUFACTURED BY ANDERSEN, UNLESS OTHERWISE NOTED. WINDOWS AND DOORS TO HAVE LOW E DESIGN SPECIFICATIONS FOR STRESS GRADED LUMBER AND ITS FASTENINGS. LUMBER IS TO BE FURNISHED AND [NST LLED, COMPLETE INSULATED GLASS WITH SCREENS, GRILLES AND EXTENSION JAMRS WITH ALL FASTENINGS, ANCHORS, BLOCKING. BRIDGING, SADDLES. HANGERS. ETC. REQUIRED TO COMPLETE THE JOB, ALL STEEL BOLTS „ CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES 1 JOIST HANGERS AND A 10. ALL FIXTURES TO BE AS SPECIFIED DV DEVELOPER OR OWNER CONNECTORS, STEEL BRIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST BE INSTALLED IN ACCORDANCE WITH NEW YORK STATE BUILDING CODE REQUIREMENTS. WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED THEY SHALL BE 11 PROVIDE SMOKE DETECTORS AS PER NYS CODE 721.7 FURNISHED IN ADEQUATE NUMBER AND SIZE L' 12. DOOR FROM GARAGE TO INTERIOR TO BE 3/4 HR. FPSC DOOR AND FRAME. 9. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONCORDANCE WITH GOOD TRADE PRACTICE, RECOMMENDATIONS DF ( MANUFACTURERS' AND IN CONFORMANCE WITH THE NEW YORK STATE BUILDING CODE. AND THESE SPECIFICATIONS' I I „., A. FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE, BRACE. PLUMB AND LEVEL ALL ME BERS AND SECURE WITH SUFFICIENT NAILS, SPIKES AND BOLTS TO INSURE RIGIDITY. '�'�lI WI FOUNDATIONS & CONCRETE B. NAIL LAPPED JOISTS OVER ANY BEARING TOGETHER WITH TWO IOD NAILS, SECURE BUTTED JOISTS WITH 1 INCH E BY 18 INCH ' d , 7. REMOVE TOPSOIL AND OTHER SURFACE MATERIALS IN PREPARATION FOR POURING CONCRETE SLAB. INTERIOR SLABS ON GRADE TO METAL STRAPS AND TWO BD NAILS TO EACH JOIST. BE POURED IN COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERIAL A 6 MIL THICK POLYETHYLENE VAPOR BARRIER SHEET TO C. PROVIDE SOUD SURFACES AT LEAST 1-1/4 INCHES WIDE, IN BOTH DIRECTIONS, AT ALL CORNERS FOR SECURINCIISUB-FLOORING, BE LAID UNDER SLAB. SLAB TO BE STEEL TROWELED. SLAB TO BE REINFORCED WITH 6 X 6 10/10 WW.F DRYWALL, ETC.. FORM SURFACES WITH FRAMING MEMBERS, OR WITH 2-INCH WOOD BLOCKING SECURED AT LEAST TIO 80 NAILS AT 2. FOUNDATION WALLS WILL BE DAMP PROOFED FROM BOTTOM OF FOOTING TO WITHIN 1" OF GRADE WITH TROWEL COAT OF EACH END BITUMINOUS MASTIC SEPARATED BY A LAYER OF ASPHALT SATURATED MESH. D. PROVIDE, AT LEAST, DOUBLE JOISTS OR TRUSSES, AND HEADERS, AT WATER CLOSET DRAIN BENDS, AND AT ALL kNT AND 3. CONTRACTOR MAY BACK FILL, AGAINST FOUNDATION WALLS, ONLY AFTER SEVEN (7) DAYS OF CONCRETE CURE TIMLNG PROPER MECHANICAL OPENINGS 2' OR MORE IN WIDTH, UNLESS OTHERWISE SHOWN ON THE DRAWINGS. CONSTRUCTION METHODS, AND EQUIPMENT, TO AVOID DAMAGE TO THE WALLS WALLS ARE BRACED ADEQUATELY AS OEY MINED BY AN INDEPENDENT STRUCTURAL ENGINEER HIRED BY THE CONTRACTOR. 1, E TgIL JOISTS, OVER 4 FEET LONG, AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS, OR'HANGERS, AND SPIKED SECURELY UNLESS SUPPORTED ON A WALL OR GIRDER. � 4. FOOTINGS SHALL BEAR ON SOIL, HAVING A MINIMUM ALLOWABLE BEARING CAPACITY OF TWO (2) TONS PER SQUARE FOOT F. ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH NEW YORN.I STATE CODE UNDISTURBED VIRGIN SOIL AND AS NOTED HEREIN 5 STEP FOOTINGS, WHERE ELEVATION CHANGES, 1 VERTICAL TO 2 HORIZONTAL. (1) SECURE SOLE PLATES WITH 160 NAILS 16" O.C. THROUGH SUB-FLOORING AND INTO FRAMING OR BLOCKING. ANDi PROVIDE 6. ALL CONCRETE SHALL BE STONE CONCRETE AND SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF SUITABLE SPUCE PLATE AT END, SECURELY NAILED IN PLACE - 4,000 PSI. SLAB ON GRADE TO BE STONE CONCRETE WITH A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 4,000 PSI (2) STUDS NOT LESS THAN 2 X 6 16" O.C. DOUBLED AROUND OPENINGS AND TRIPLED AT CORNERS AND REINFORCED WITH WIVE, 6 X 6, 10 & 10. CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED. 7. ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS, CONFORMING TO ASTM A615-60; REINFORCEMENT SHALL (3) PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER. C y CONFORM TO ASTM A185 AND A62. (4) FRAMING TO SUIT WORK OF OTHER TRADES. 8. DETAILS AND GENERAL PROVISIONS, FOR CONCRETE CONSTRUCTION, SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ACI BUILDINGS CODE, ACI 318, AND MANUAL ACI 315. (5) PROVIDE (2) 2 % 6 STUDS AT THE ENDS OF BEAMS UNLESS OTHERWISE NOTED ON DRAWINGS. 9. PROVIDE BEAM POCKETS IN FOUNDATION WALLS. SEE FOUNDATION PLAN FOR LOCATIONS. (6) PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES, RAFTERS, GIRDERS; ETC.. UNIT MASONRY G. SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS, GLUED AND NAILED WITH 6D COMMON, NAILS 6 INCHES - _ 1. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE SPECIFICATIONS, FOR HOLLOW LOAD BEARING CONCRETE BLOCK MASONRY O.C. ALONG SUPPORTED EDGES AND 10 INCHES O.C. AT INTERMEDIATE SUPPORTS; BREAK JOINTS IN ADJACENT COURSES; LOCATE END UNITS ASTM C-90, AND SHALL BE HOLLOW LOAD BEARING CONCRETE BLOCK MASONRY UNITS GRADE N. ALL MASONRY UNITS SHALL JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY BELOW SURFACE UNDERLAYMENT, WHERE REQUIRED, SHALL BE HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1000 PSI MORTAR 'SHALL CONFORM TO THE SPECIFICATIONS FOR MORTAR, FOR UNIT SIMILARLY INSTALLED. MASONRY ASTM C-270 AND SHALL BE TYPE N MORTAR, ALL MASONRY WALLS AND CORNERS TO BE PROPERLY BONDED. H. ROOF SHEATHING, SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS, LOCATE END JOINTS OVER [SUPPORTS; 2. WALL REINFORCEMENT SHALL BE OF NON-CORROSIVE TRUSS TYPE METAL APPROVED BY THE ARCHITECT, HORIZONTAL CONTINUOUS STAGGER JOINTS I TRUSS REINFORCEMENT SHALL BE PROVIDED BEBR P T N T AND INSTALLED AT EVERY 2ND COURSE VERTICALS ACING, OF REINFORCING, MUS 0 _ EXCEED 16 INCHES. WALLS SHOULD BE BRACED DURING CONSTRUCTION UNTIL THEY ARE ADEQUATELY ANCHORED TO THE ROOF I FURRING, WHERE REQUIRED. TO DE TRUE TO LINE, NOT OVER 16" 0 C. AND FASTENED SECURELY SYSTEM 10. PROVIDE WOOD BRIDGING (T -0" ON CENTER MAXIMUM SPACING) FOR ALL WOOD JOISTS AND SOLID BRIDGING BETWEEN JOISTS AT BEARING ON WOOD STUD BEARING WALLS SECURE BOTTOM OF BRIDGING AFTER SUB-FLUOR HAS BEEN NAILED 11, WHERE RAFTERS AND JOISTS FRAME, INTO OTHER WOOD BEAMS, PROVIDE TECO U-GRIP. 18 GAGE GALVANIZED STEEL JOIST AND �- STEEL BEAM HANGERS. 1, ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM TO ASTM A 36 12, FLOOR TRUSSES AND JOISTS SHALL BE DOUBLED UNDER PARTITIONS PARALLEL TO TRUSSES & JOISTS 2. THE DESIGN, FABRICATION AND ERECTION, OF ALL STRUCTURAL STEEL, SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF 13. PROVIDE FIRE STOPPING AS PER NEW YORK STATE BUILDING CODE REQUIREMENTS. THE AISC SPECIFICATION. 14. INSULATION IN ALL EXTERIOR FRAME WALLS SHALL BE FIBERGLASS TYPE, AND THICKNESS AS SHOWN ON DRAWINGS INSULATION 3 , , WITH ASTM 233 E70 SERIES ELECTRODES AND A307 SHALL BE IN ROOF, CEILINGS LIVING SPACE AND AT UNHEATED TO HEATED SPACES. ALL INSULATION TO HAVE A FOIL VAPOR SHOP AND FIELD CONNECTIONS SHALL 8E WELDEDOR MACHINE BOLTED BARRIER SURFACE EXPOSED TO HEATED SURFACES INSULATION AT MASTER BEDROOM AND MASTER BATH AND POWDER ROOM SHALL m BOLTS, WITH LOCK WASHERS 44�4 BE 2" UNPAGED FIBERGLASS OR ROCK WOOL 4. PAINT ALL STEEL, ONE SHOP COAT OF RUST INHIBITIVE PAINT, AND FIELD TOUCH UP EXCEPT FOR AREAS TO BE WELDED, COLOR TO BE GRAY UNLESS OTHERWISE SPECIFIED BY THE ARCHITECT, 15. ALL FLOORS COVERED WITH CARPET SHALL HAVE (1) LAYER 3/4" PARTICLE BOARD OR APPROVED EQUAL, UVEA SUB-FLOOR FLOORS COVERED WITH OAK FLOORING, QUARRY TILE OR CERAMIC TILE SHALL HAVE 1 LAYER OF 23/32" PLYWOOD SUB-FLOORING, 5. ALL STRUCTURAL WELDING SHALL BE PERFORMED, BY CERTIFIED WELDERS, IN COMPLIANCE WITH THE AMERICAN WELDING SOCIETY'S MINIMUM. STANDARD QUALIFICATION PROCEDURE - �' " � 16. ALL LUMBER SHALL BE PROTECTED FROM THE WEATHER WITH A TARPAULIN OR HEAVY PAUGE 99LASTIC. ALL WOOD MATERIAL - Ig 6. CONTRACTOR TO SUBMIT SHOP DRAWINGS SHOWING ALL CONNECTIONS AND BEARING DETAILS. SHALL BE STOCK PILED ON WOOD DUNNAGE, IN A RELATIVELY FLAT DRY AREA. THE SAME PROTECTION SHALL BE PROVIDED DURING MECHANICAL SHIPPING AND INSTALLATION. 1. ALL ELECTRICAL DEVICES (LE SWITCHES, DIMMERS, RECEPTACLES, ETC) TO BE "DECORA" TYPE, COLOR AS PER OWNER 17. BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL (ROOF, CHIMNEYS, WINDOWS, DOORS, ETC) SI(YLIGHTS TO BE DOUBLE INSULATED. SELF FLASHING WITH CURB. ALIGN WITH ROOF RAFTERS, INSULATE CEILING SPLAY.ED Ili 2. PROVIDE CLOSED CELL NEOPRENE GASKETS AT ALL ELECTRICAL DEVICES LOCATED IN EXTERIOR WALLS '!I a N - 18. ALL DOORS, OPENINGS AND WINDOWS, TO BE SET WITH HEAD AT 8'-0" A.F.F ON THE FIRST FLOOR & CELLAR; �'-8" ON THE A 3. ALL PLUMBING, ABOVE AND UNDERGROUND VENT AND DRAINAGE PIPING TO BE AS PER NEW YORK STATE BUILDING CODE 904.6. SECOND FLOOR UNLESS OTHERWISE NOTED. r 4. SURFACES TO BE SOLDERED IN COPPER TUBE; SOLDER JOINT SHALL BE CLEANED BRIGHT, PROPERLY FLUXED AND THE JOINT _ 19. ALL MATERIAL TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS I o f MADE NTH SOLDER APPROVED FOR SUCH USE. LEAD CONTENT IN SOLDER SHALL BE LIMITED TO 20% OR AS LOCAL AUTHORITY �tHAVING JURISDICTION, NEW YORK BUILDING CODE 905.5. m a ,f: 20. ALL INTERIOR PARTITIONS SHALL BE 2%6 WOOD STUDS 16" 0/C FIRST FLOOR (2X4 ON SECOND FLOOR) WITH 5/ISI" GYPSUM BOARD, UNLESS OTHERWISE SHOWN ON DRAWINGS. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SUBMIT THE SIZE, DESIGN AND TYPE OF MECHANICAL SYSTEMS WHICH WILL BE m TAI USED; IN SUFFICIENT DEL AS REQUIRED BY THE BUILDING DEPARTMENT. rel 21. ALL EXTERIOR TRIM, CORNER BOARDS, FASCIAS, RAKE BOARDS, ETC SHALL BE 5/4" CLEAR CEDAR, BACKPRIMED'i ONE COAT - 6. PROVIDE MINIMUM 50 C.F.M. FAN CONTROLLED WITH A SWITCH, AT ALL BATHROOMS WITH NO NATURAL VENTILATION. DUCT TO MINIMUM BEFORE INSTALLATION, UNLESS OTHERWISE DIRECTED. OUTSIDE. 22. CRAWLSPACES TO BE 18" MIN (FROM UNDERSIDE OF FRAMING TO SLAB) AS PER NYS CODE 800.4 ill OF H �' 7. PROVIDE (3) ALARM SYSTEM MOTION SENSORS AND 3 KEYPADS LOCATED WHERE DIRECTED BY OWNER. SPSE Foy Y , o _ 23. MINIMUM WIDTH FOR CONVERGING TREADS TO BE 4" (NYS 7131(b)2). " � 8. LOCATION OF LIGHTING, AS WELL AS SWITCHING FOR LIGHTING TO BE COORDINATED WITH OWNER. `° dot [Hq,pV o,A I OB Fj r 24. PROVIDE HURRICANE' CLIPS AT EACH RAFTER AT GABLE ROOFS. � FINISHES 25. MINIMUM HEADER TO BE (2) 2X6 (WITH 3 1/2" X 6" X 5/16" ANGLE IF EXTERIOR) I a - 1. ALL GLAZING AT GLASS DOORS, ENTRANCE SIDELIGHTS, TUB AND SHOWER ENCLOSURES AS WELL AS ANY GLASS WITHIN 18" A.F.F. III AND CEILINGS WILL BE COVERED WITH 5 8" THICK GYPSUM WALL BOARD, 5/B" FIRE CODE WALLS ENERGY CODE CERTIFICATION: 1AI`'+F °a✓:, SHALL BE FULLY TEMPERED AS PER A-207-A AND NYS CODE 7151. TEMPERED GLASS TO BE IDENTIFIED AS SUCH. ALL SHALL BE II f r IN ACCORDANCE WITH N.Y. STATE BUILDING CODE REQUIREMENTS ) AFP yO' 2. ALL PARTITIONS, EXTERIOR WALLS / - _ ' 'srFREO aRG',i�t4'j AND CEILING IN GARAGE. MOISTURE RESISTANT GYPSUM WALL BOARD TO BE USED AT BATHROOMS AND OTHER "WET" AREAS WITH THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY, OR UNDER THE DIRECT SUPERVISION AF, THE UNDERSIGNED AND .p, GEMEN11OUS BACKER BOARD, DUROCK OR EQUAL. UNDER ALL TILE AND MARBLE. TO THE BEST OF THE UNDERSIGNED'S KNOWI_EDGE, BELIEF AND PROFESSIONAL JUDGEMENT CONFORM TO THE NEWYORK STATE ENERGY CONSERVATION CODE. IA H 'L71' t 3..MAXIMUM RISER HEIGHT OF ALL STAIRS SHALL BE 8-1/4" AND MINIMUM TREAD SHALL BE 9" PLUS 1-1/8" NOSING, IN ACCORDANCE WITH STATE BUILDING. CODE, AS SHOWN ON DRAWINGS. STAIR WIDTH BETWEEN HABITABLE SPACES AT DIFFERENT FLOOR , LEVELS, SHALL BE NOT LESS THAN 2'-8" BETWEEN HANDRAILS OR BETWEEN HANDRAIL AND WALL: SEE PLANS FOR WIDTH OF STAIRS. 1' THE T E COATS, 3 COATS TAPE AND SPACKLE; SANDED BE WEN 'SHALL RECEIVE A 4. ALL GY PUM WALL BOARD �j . . ISR-B O1N [III l GIOUP FONCRLY c1wA r,� m WAFD,WC FUe2sLLg�vSp,M'III sm9m , CN PROFE9SlPN145 .� CARU6N CIYY, N.Y. 11530-57V (G15) 750 8901 ,1