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Home My WebLink About29880-Z FORM NO _4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29957 Date: 01/.12/04 THIS CERTIFIES that the building NEW DWELLING . Location of Property:. 4004 OLD NORTH RD SOUTHOLD . (HOUSE NO.). (STREET) (HAMLET) County Tax Map No. 473889 Section 55 Block. 2 Lot 5.1 Subdivision Filed Map No. Lot NO- conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 21, 2003 pursuant to which Building Permit No_ 29880-Z dated NOVEMBER 21, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is .issued is . ONE FAMILY DWELLING WITH COVERED FRONT PORCH AND ATTACHED TWO CAR GARAGE UNDER AS APPLIED FOR. The certificate is issued to KIRA R WARD (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-00-0223 01/09/04 ELECTRICAL CERTIFICATE NO. 1134244 05/09/03 PLUMBERS CERTIFICATION DATED 12/10/03 JOHN J VERITY ized Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29880 Z Date NOVEMBER 21, 2003 Permission is hereby granted to: KIRA R WARD 4400 OLD NORTH ROAD SOUTHOLD,NY 11971 for CONSTRUCT A ONE FAMILY DWELLING WITH PORCH AND TWO CAR GARAGE AS APPLIED FOR. THIS PERMIT REPLACES BP#26940 . at premises located at 4004 OLD NORTH RD SOUTHOLD County Tax Map No. 473889 Section 055 Block 0002 Lot No. 005 . 001 pursuant to application dated NOVEMBER 21, 2003 and approved by the Building Inspector to expire on MAY 21, 2005 . Fee $ 1, 433 . 10 t r ' e Signature ------- COPY Rev. 5/8/02 i 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) Qzp,��-e d Z5�0 PERMIT NO. 26940: Z Date NOVEMBER 28, 2000 Permission is hereby granted to: KIRA R WARD 30485 MAIN RD CUTCHOGUE,NY 11935 for NEW CONSTRUCTION OF A 3 BEDROOM SINGLE FAMILY DWELLING WITH PORCH AND 2 CAR GARAGE AS APPLIED FOR. CONTROL RUNOFF AS REQUIRED. at premises located at 4004 OLD NORTH RD SOUTHOLD County Tax Map No. 473889 Section 055 Block 0002 Lot No. 005 . 001 pursuant to application dated OCTOBER 16, 2000 and approved by the Building Inspector. Fee $ 930 . 40 Z2- Authorized Signature COPY Rev. 2/19/98 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY JAN 12 2(l � This application must be filled in by typewriter or ink and submitted to the Building Dep"entwrth the follow n A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit-Plarming Board Approval of completed site plan requirements, B. For existing buildings.(prior to April 9, 1957)'non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees / 1. Certificate of Occupancy-New dwelling$25.00,Additions*o dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00;Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15♦00, Commercial$15.00 Date. `� New Construction:_ J Old or Pre-existing Building: $check one) Location of Property: ' n\Xn \K House No. IStreet \ Hamlet Owner or Owners of Property: �VQ5 $ le Suffolk County Tax Map No 1000, Section BlockC� Lot Subdivision Filed Map. Lot: Permit No. k Date of Permit. Applicant: " Health Dept. Approval:^RsQ - �� Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �; ZZ) �a c)ci � aj c�e� Vicant S tore o�OgUFFO(,�co o=� Gym C* Town Hall,53095 Main Road W Fax(631)765-9502 P.O. Box 1179Gy � Telephone(631) 765-1802 Southold,New York 11971-0959 l 18O� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: �CPm ber 0 v, ZOD3 Building Permit No. 01 z Owner: K;ro— P - UP r,t�f (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. JA (Plumber a ure) Sworn to before me this day of_e&(t 200 3 Notary Public, 5QffiI I( - County JENNIFER B.GOULD Notary Public,State OIWWYgtk No.02605024640—Suffolk Cotute� Commission Expires March 14,2d _ E=1r l7JSEM111:1111:111IMn�rimer P�rrnrJc rrJ�rJc rr� cr�?r�rr rr! t rc1�P 55- � 5 BY THIS CERTIFICATE OF COMPLIANCE THE S 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 rj BUREAU OF ELECTRICITY erj 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT S Upon the application of upon premises owned by 5 5 5 GOODALE ELECTRIC JOHN VERITY 5 5 7255 MAIN RD. 4004 OLD NORTH RD MATTITUCK,NY 11952, SOUTHOLD, NY 11971 5 Located at 4004 OLD NORTH RD MT.BEALAH SOUTHOLD, NY 11971 5 Application Number: 1134244 Certificate Number: 1134244 Section: Block: Lot: Building Permit: BDC: NSI 1 5 Described as a Residential occupancy,wherein the premises electrical system consisting of 5 5 electrical devices and wiring,described below, located in/on the premises at: c5 Basement,First Floor,Second Floor,Attached Garage, Outside,Attic, �l 5 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below,was 5 found to be in compliance therewith on the 9th Day of May,2003. 55+ Name OTY Rate Rating Circui Type 5 Miscellaneous 5 CSU FINAL 5-7-03 5 R.RICHERT Alarm and Emergency Equipment 5 �5+ Sensor 6 Smoke L+ c5 Appliances and Accessories7��'+ Oven 1 3.6 KW 5 Dish Washer 1 1.2 KW 5 Exhaust Fan 2 F H.P. S Furnace 1 F H.P. 5 5 Pump/Motor 1 1 H.P. 5 Wiring and Devices �LS Outlet 53 Fixture �� Receptacle 61 General Purpose Fixture 53 Incandescent Receptacle 1 20 AND Special C GFCI Circuit Breaker 12 seal 5 Switch 54 General Purpose Continued on Next Page 1 of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. [P[J�[PcP[J a[(cJ�rP[J�[�[J�[J@fa[P[J�[J@PrJ�[fa[J@J�[n[J�rJ@P[l@P[J�rJ�rJ�[J�rJ�rJr I[l[1 act a[nr�c fc fr�[J@PcPcPcJ�[P[P[Pr IcP[J�[J�tJ[J�[J@J�tJ@mP[J pr ®,'' I, iiaC�ChC.hC) r0PL _ Cf�G7 r1717r GJI7�]L L�CI�Lht [Qty r 1717 r r r r e' 5 BY THIS CERTIFICATE OF COMPLIANCE THE S 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 rCj 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT �SL+ 5 Upon the application of upon premises owned by �5- 5 GOODALE ELECTRIC JOHN VERITY 5 5 c5 7255 MAIN RD. 4004 OLD NORTH RD �5 MATTITUCK, NY 11952, SOUTHOLD, NY 11971 5 e Located at 4004 OLD NORTH RD MT. BEALAH SOUTHOLD, NY 11971 e� 5 Application Number: 1134244 Certificate Number. 1134244 5 Section: Block: Lot: Building Permit: BDC: NS11 CSU Described as a Residential occupancy,wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor,Second Floor,Attached Garage,Outside,Attic, 5 was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below,was 5 5 found to be in compliance therewith on the 9th Day of May,2003. 5+ Name ,QTY Rate Rating Circuit Tvoe C Service 1 Phase 3W Service Rating 200 Amperes 5 Service Disconnect: 1 200 CB 5 5 Meters: 1 5 5 5 5 5 5 5 5 5 5 sea; ISM S2 of 2 7' This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. [PrJLffl r PLPEj-L3W jrJ�rJrJ�rJ�rJ�rSrPcfrJ7r�rJ�rJ�rJrJ7rJ@Pc1��PrJ�rJcPr�rJ�rJrJ�rJrJrJrJ�rJ�rJ�rJrnrJ�r�[Pr�cJ�cPr�rPrJrJ�rJr�tP rrPJ�r�r�rJr�r1010 ��gUFFO�,�co o�O Gyp Town Hall,53095 Main Road 02j. Fax(631)765-9502 P.O.Box 1179 Gy O�� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD July 7, 2003 Kira R. Ward 30485 Main Road Cutchogue,NY 11935 To Whom It May Concern: It has come to our attention that building permit number 26940Z, for construction of a 3 bedroom single family dwelling with porch and 2 car garage at 4004 Old North Road, Southold, Suffolk County Tax Map Number 1000-55-2-5.1 has expired and you do not currently have a certificate of occupancy. As you know, occupancy of a building is unlawful, in the Town of Southold,without first obtaining a certificate of occupancy. As a result, you must immediately renew permit number 26940Z, at a cost of$1433.10, and schedule a final inspection. When you have passed your final inspection,you must apply for a certificate of occupancy. If you have any questions,please feel free to call this office at (631) 765-1802 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully Yours, f Authorisedignature CC: File ®�®S11FF0(,��oG 02 a Town Hall,53095 Main Road ` yC Fax(631)765-9502 P.O.Box 1179 �® ao!` Telephone(631)765-1802 Southold,New York 11971-0959 �+ BUILDING DEPARTMENT TOWN OF SOUTHOLD December 12, 2002 Ms. Kira R. Ward 30485 Main Rd. Cutchogue, N.Y. 11935 Re: Building Permit#26940-Z Premises @ 4004 Old North Rd., Southold, N.Y. Suff. Co. Tax.Map #55-2-5.1 Dear Ms. Ward: Please be advised that the above building permit has expired, and a final inspection has not been made. You need to renew your building permit, and call for a final inspection so that we can issue your Certificate of Occupancy. If you have any questions regarding this matter, please do not hesitate to contact this office. Very truly yours, Southold Town Building Dept. I ��gUFFO(,�c co OGy� Go x Town Hall,53095 Main Road 0 Fax(631)765-9502 1y�o,� � Telephone.(631)765-1802 Southold,o York1 971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD March 6, 2003 Kira Ward 30485 Main Rd. Cutchogue,NY 11935 Dear Ms. Ward: v e a c It has come to our attention that building permit#26940, for construction of a new dwelling,at 4004 Old North Rd., Southold SCTM#55-2-5.1 has expired. In order to rectify this matter, the following is required: 1) Immediate renewal of BP#26940. Please submit a check for$1433.10., payable to the Town of Southold, noting the original permit number. 2) Final Inspection required. Once the permit is renewed, you need to schedule a final inspection. 3) Certificate of Occupancy required. Once you have passed inspection, apply for your certificate of occupancy. Without a certificate of occupancy, you are in violation of Southold Town Code (45-15) &NY State law. If you have any questions,please call 631-765-1802 between 8:00a.m. and 4t00p.m. Sincerely yours, Authorized Signature CC: file } WARD ASSOCIATES, P.C. June 4, 2001 Edward Forrester Director of Code Enforcement Town of Southold - Building Department Town Hall-53095 Main Road P.O. Box 1179 Southold, N.Y. 11971-0959 Re: Verity Property SCTM No. 1000-55-2-5.1 Engineer's Certification Dear Mr. Forrester, Please be advised that on Saturday— 03/10/01 and Saturday—06/02/01, 1 inspected the completed concrete foundation work at the above referenced parcel. 1 hereby certify that all concrete work for the structure foundation is in conformance with approved drawings, Town codes, and standard construction practices. At present, there is no waterproofing,material applied to the concrete foundation. This material will be applied to the foundation in the near future. If you require additional documentation, please do not hesitate to contact the undersigned. CERTIFYING ENGINEER: SEW yC� y�� G• ECol er 602606c pROFESSIOKA� Vincent De Collibus, P.E. f Date Vice President Landscape Architects, Architects, Engineers 1500 Lakeland Avenue, Bohemia, N.Y. 11716 • 631-563-4800 • FAX 631-563-4807 e-mail: wardpc@earthlink.net • website: www.wardpo.corn �9yo COUNTY OF SUFFOLK Y-�-o ACALWcp O*vdOl; Robert J.Gaffney - Suffolk County Executive DEPARTMENT OF HEALTH SERVICES CLARE B.BRADLEY, M.D., M.P.H. CERTIFIED MAIL RETURN RECEIPT February 1,2001 Kira Verity 30485 Main Road Cutchogue, NY 11935 Re: HD Ref. R10-00-223, SCTM#1000-55-2-5.1 Dear Ms Verity : Based upon an inspection by this Department today and information submitted to the Department, it appears that groundwater and drainage conditions may inhibit the use of a subsurface sewage disposal system as presently proposed. Specifically, there is evidence that the area of the proposed sewage disposal system may periodically flood and that the depth to groundwater may be less than that shown by the test hole. It is also noted that the test hole used by the surveyor to design the sewage disposal system is not in the area of the proposed sewage disposal system and may not be a proper basis for design. It is hereby requested that you have a licensed design professional review your site conditions and present a design that adequately addresses the groundwater, drainage and soil conditions on the site. In accordance with Article 3,Section 760-305 &307 of the Suffolk County Sanitary Code, the above referenced permit to construct is suspended until this matter can be resolved. If you have any questions concerning this, please feel free to contact me. Sincerely, Royal Reyno ds PE Associate Public Health Engineer Cc: Charles Brigham Stephen Costa / Town of Southold Building Department division of environmental quality COUNTY CENTER RIVERHEAD,N.Y.14901-3397 - - 852-2100 TOWN OF SOUTHOLD PROPERTY RECORD CARD VNER STREETb� /- VILL^AGE DIST. SUB. L`OT }�? /�1hrIfC '° v 6tc7htl P� /�iNoftuq , RMER OWNER N E ACR. S W TYPE OF BUILDING SEAS. VL. �f( FARM COMM. CB. MICS. Mkt. Value AND IMP. TOTAL DATE REMARKS o ir s' 9 L, -,?Z.r - 60610, ew�� 7i - R/d JU ✓ ' /crag zd� ,. v z o, an ego - dblZy T psf9�u tuv ;-%, +' L 9-7 1 7"g,Z'"-J9 A w en { � W �av � 1 DC7 ha on -L IzOV0239 lar in 0&,� s 4 f ' able FRONTAGE ON WATER ' dland FRONTAGE ON ROAD dowland DEPTH se Plot BULKHEAD BRIEF PROJECT SUMMARY Verity Property SCTM 1000 - 55 — 2 5.1 04109/01 The existing site is relatively flat with the west and north sides of the,parcel being !' slightly higher than the south and east sides. A partial concrete foundation for the proposed residence was present at the westerly area of the parcel. The proposed finished floor elevation of this structure will be approximately 9' higherthan the immediate surrounding existing grade. An existing test hole (Test Hole No. 2)was still visible for inspection. The test hole was approximately 10' 12' deep, and appeared to be consistent with the test hole data performed by John Metzger, L.S. No standing water was present in the test hole, and the visibiesoils were dry: Small amounts of striated clay and loam were present, with y intermittent layers of clean sand. Flooding was experienced at the site during a recent heavy rainstorm. This flooding i appears to have originatedfromthe adjacent property to the south of the site. A large ' portion of this property slopes downward toward the Verity property. In general, the runoff from this property approaches the common property line, which is slightly higher in elevation than the Verity property, and then runs easterly toward an existing 50' right- of-way. It appears that soil erosion on the adjacent property, along this elevated line, was the cause of the extensive flooding on the Verity property. It is the opinion of the Design Engineer, that frozen impermeable soils in these areas, in conjunction with a ,{ severe rainfall event, contributed to the flooding on the Verity property, This situation has been recently rectified by closure of a small 3'—4' wide opening in the existing berm on the property line. Based on numerous site inspections performed by the Design Engineer, ;groundwater does not appear to be a contributing factor to the above referenced flooding condition. It should be noted that the Verity property is not the low point of the area, as evidenced by the 5' Contour Map and aerial photograph submitted with this application. In general, all runoff from the surrounding areas is directed to the 50' right-of-way, where it runs northerly to a 10" or 12" drainage pipe at Old North Road. This pipe directs the drainage to a ponding area on the north side of Old North Road. An 18" overflow pipe directs excess runoff from this area, to a collection area located'northeast of the smaller ponding area, The proposed sanitary system design will not be affected' by this routing. Additionally, the proposed grading and drainage design will maintain the existing routing of the area runoff. :iIl�, i I rn the above, the proposed sanitarY system has been revised to rovide adequate hing of wastes into an acceptable layer of soil. The proposed system will comprise a 1050 gallon septic tank, and an 8' diameter x 12' deep cesspool with solid wall dome. A 3' collar of clean sand and gravel will be installed completely around, and under, the cesspool structure. This layer of permeable soil will rest upon an acceptable layer of existing soil, thus ensuring positive leaching fromthe cesspool. Based upon my site observations, and an analysis of the overall drainage pattern for the area, I hereby certify that all design parameters of the proposed Grading and Drainage Plan are in complete conformance with the "Code of the Town of Southold, New York". i Certification of Engineer IJ A� NYS Lic. No. 60268 t Of NE Py. DE 0��? u�Q CO268 ES to 0�-0 f Vincent De Collibus P.E. V.P. Date Ward Associates, P.C. ,f sz 1P- tL T y�;a 04/15/01 13:47 FAX 5165522082 SCDES-WWX 1 02 COUNTY,OF SUFFOLK RobertJ.;GeHtfey Suffolk County Executive DEPARTMENT OF HEALTH SERVICES CLARE B.BRADLEY,M.D.,M.P.H. April 16, 2001 Ward Associates 1500 lakpland Avenue Rohemia, NY 11716 Re: Verity Property,SC-rM#1.000-55-2-5.1 RIO-00-223 Dear Mr. N Collibus= I have reviewed the grading and drainage report for the above referenced project. Conmaents are attached. If you have any questions concerning this,please feel free to contact me. Sincerely, Royal Reynolds PE Associate Public Health Engineer Cc: Town of Southold.Ed Forrester dviswn of&mAr0nmwW quality COUNTY CENTER RVERHEAD,N.Y.11901M97 852-2100 04/13J01, 13:47 FAX 5168522092 - APR 16 7,991 C ria on and drain plan or VerityrtRef# R1tkAt)-2'�3 r sub 'ttOrLA-DAI OL 2bb1 e Drawing,;C-1 depicts the proposed grading and drainage plan. It is nored that the plan does rwshow the,berm,which appafently haS been constructed on the site,running along the southern property line. The superimposing of this berm on the plan would appear to create a;dam, when coupled with the proposed raising of the grade for the sewage disposal system. Considering,the clayey conditions, this may cause runoff to pond and runoff or backup onto the property to.the north, west or south. In addition, the resultant ponding adjacent to the arca of the proposed sewage disposal system is not acceptable. Consideng,ihe underlying;clay, the ponied water can be expected"to seep through the filled`area and enter the excavation of the sewage disposal system. This is why it is essential that, runoff be directed away from the sewage disposal system and not be retained=adjacent to it The plan also depicts a drainage basin, located in the southeast comer of the property, designed to collect surface drainage. The basin is designed to collect and retain water a from site, in the event of a 2-inch rainfall. A test hole located adjacent to the proposed basin indicates day to a depth of 36 feet and groundwater at six feet below grade surface. These soil conditions will impede the ability of the basin to leach and will cause y` overflow_ In.addition, the design calculations do not account for the runoff, which is . f known to enter from off site. (The five foot contour map included is the report, does not appear to:depict the expected or known drainage pattern, which is from the south, across the Grigonas properEy and onto and across the Verity property. However,the text of the report:affirms the known drainage patterer.) Although it is stated in the report that the berm has rectified the flooding of the Verity property, it does not address the impact that the berm is having on the adjacent property, acting as a dam. It should also be noted that Mr.Verity has previously indicated thatthe berm. had solved the flooding problem,, however, subsequent flooding has been documented In summary the plan submitted does not seem to resolve the drainage problem,which has much of its runoff source off site. . To adequately solve the problem, neighboring properties should be involved in the plan.;Once the concerns described in this review are addressed and the Town of Southold approves a drainage plan, the permit to construct the sewage disposal system and water supply will be reinstated, subject to an excavation inspection- 4/16/01 COUNTY OF SUFFOLK C , lee Robert J.Gaffney Suffolk County Executive DEPARTMENT OF HEALTH SERVICES CLARE B. BRADLEY, M.D., M.P.H. May 17,2001 Ward Associates 1500 Lakeland`Avenue Bohemia,NY 11716 Re: Verity Property,SCTM#1000-55-2-5.1 R10-00-223,revised drainage plan dated 4/27/01, C-1 of 1 Dear Mr. De Collibus: I have reviewed the revised grading and drainage plan for the above referenced project, which includes the proposed location for the sewage disposal system. The plan, as it relates to the sewage disposal system is acceptable, conditional upon Town approval of the grading and drainage plan. I have been in contact with Mr. Forrester,who has indicated that the Town is reviewing the plan, to assure that the issue of flooding is resolved. If you have any questions concerning this, please feel free to contact me. Sincerely, Royal Reynolds PE � Associate Public Health EngineerD'O�2 �� Cc: Town of Southold, Ed Forrester )� division of environmental quality COUNTY CENTER RIVERHEAD,N.Y.11901-3397 B52-2100 02/16/2001 FRI 10:54 FAI 6518521507 12001 FE-B 16 , r Y To: Greg Yakabos4 Town Attorney Ed Forcester,'Code Enforcement Officer From doe Sawicki Date: February 16,2004 I band delivered the following letter to Roy Reynolds of the county health department. Please note that it is signed by adjacent and neighboring property owners to the Verity property. We wanted to go on record with both the county and town in terms of h owanybuilding and filling of this property would negatively impact us and the fresh water wetlands to the north of Old North Road(behind Chardonnay Estates). (3 pages following) 02/16/2001 FRI 10:54 FAX 6518521507 8002 7 =t r FEB1 6 ', Old North Road Southold, NY i TOWIN x �s February 14, 2001' Mr.Royal Reynolds,PE Associate Public Health Engineer Suffolk Dept. of Health County Center Riverhead,NY 11901 Re: HD Ref. R10-00-223, SCTM 91000-55-2-5.1 Dear Mr.Reynolds: It has come to our attention(as adjacent properly owners) that you suspended the above referenced permit to construct until a licensed design professional reviews the site conditions and presents a design that adequately addresses the groundwater, drainage and soil conditions. We respectfully request your attention to the following points as you review any ' revised design for a subsurface sewage disposal system. First, as you know,this entire area periodically floods after heavy rains;as a matter of fact,the last heavy rain together with melting snow created such a pool of water that the concrete footings were under approxunately 4-5 feet of water. There have been several other smaller floods earlier this year. Such are typical of most wieners;one can always view-`water rings'at the base of the ttees,,similarto `high tide'markings. Second,the direction of the flooding and melting water is such that it flows northerly,across and under the Old North Road into actual wetlands.This means that any malfunctioning septic system could possibly overflow into these wetlands, of course, aftercoir our properties first. We believe that your inspection and other information you possess exhibits how just one rainfall alIaects the area. Tbird,we are compelled to challenge the reliability and credibility of any licensed professional designing and approvingplaushest holes/septic systems/grades for their own property. Such is the case since Ward Associates performed the original design and is now presumably altering it to meet the health,department's approval. (Richard Ward was the owner of the property,in question until he conveyed it to his daughter this past year.) Fourth,we have gone on record back in November with the Town.of Southold alerting the Building Department to the flooding problem whichhasalways existed here. Enclosed please find a copy of our letter w Mr.Edward Forrester which is self- explanatory. 02/16/2001 FRI 10:55 FAX 6318521507 12003 Tiftb even though you suspended the above referenced permit to construct,the owner(Verity),continues to construct. He is erecting forms for the concrete foundation as of this letter. In summary and based on the aforementioned environmental and adjacent homeowner concerns,we implore you to continue to scrutinize any revised plans that are submitted by the owner. All of us thank you for doing all you can to guarantee that the fragile ecology of our area is not harmed from any man-made artificial filling in of such a low lying natural area Sincerely, Alf : z�� 02/16/2001 FRS 10;55 FAX 0518521507 004 IFEB16 i a November 3,2000 Mr.Edward Forrester Director of Code Enforcement Southold Town.Bm7 tS Dept. Main Road Southold,NY 11971 Dear Mr. Forrester As adjacent and/or neighboring property owners to the Richard Ward property located on the south side of Old North Road in Southold(tax map no. 1000-55-02-5.1), we respectfully direct your attention to the drainage problem that would be r-ocerbated if a building permit were to be approved for this parcel. Many of as have lived here for decades and kaow&U well the drainage problem existing at Old North Road,just east of the Ward property. After moderate or heavy rainfall; especially with a frost in the ground, serious flooding occurs and the private right of way(ruining north-south on the Lillis property)becomes impassable. Forrtmately, this low-lying vacant lot initially collects touch of the nmoff(emanating from the higher terrain to the south), thus mitigating the flooding to a large degree. However, if this lot were to be artificially filled in and built on, all,the previously collected rainwater would then be directed outwardly and dramatically affect our properties and homes. Would you please advise vs what recourse we have, legally or otherwise? Also, would your department make every effortto ensure that we are not negatively impacted. We sincerely appreciate your attention to our concerit as it bas the potential to create an extremely.serious,hazardous and expensive flooding problem to we property owners and to the Town of Southold Thank you. Sincerely, - - -� q1t 9 05/31/01 08:30 FAX $168522092 SCDHS-W" IM02 COUNTY OF SUFFOLK Robert J.Gaffney Suffolk County Executive DEPARTMENT OF HEALTH SERVICES CLARE B.BRADLEY, MA.,M.P.H. May 30,2001 Kira Verity 30495 Main Road Cutchogue,NY 11935 Re: HD]R;ef- R10-00223,SCTM#1000-55 2-5.1 Dear Ms Verity $aced upon the information submitted to this Office,your permit for the above referenced property is hereby reinstated Enclosed is a copy of the approved pians for the sewage disposal system and water supply well, which are subject to the Town's approval of the,grading and drainage plan. Please take note of the conditions on the plan. Thank you for your cooperation in this matter. If you have any questions conccming this,please feel free to contact me. s: cerely> Royal Reynolds PE Associate Public Health Engineer Ce: Charles Brigham Town of Southold Building Department division of emdronmenU quaky COUNTYCENTER RNERHEAD,N.Y.11901-3397 02-2100 t , Peg"Gf!"I s 4406 Old North Road—Southold,New York 1 9 a++Am Phone 631546-3619—Home Phone 631- or s 3M November 07,2000 — Mr.Edward Forrester — Director of Code Enforcement Southold Town Building Dept. Main Road Southold,'New York 11971 Dear Mr.Forrester:, I am concerned about a development next to our property being developed without permits or right of ways. The property.1 am speaking of is tax map no.1000-53-02-5.1 owned by either Richard Ward or Kiera Ward. I have reason to believe that a right of way other than the one we use for access is available to them on Susan Ward's property,who is the legal parent ofKiera Ward Legally,Kiera can access her property across Susan Ward's.property. Also, a drainage problem when this property is to be artifically filled and built on will not only'afr8ct our property,but those surrounding us and also to those who have legal access to the the right ofway that Fera has been using without permission from either Gary Lillis or us. Our attempts to communicate with the Wards are very frustrating and quite aggressive_We are unable to discuss any of their changes in the neighbor- without anger and verbal abuse. Since they have proven to be ignorant of permits,and legal access issues,we are concerned they will not take seriously the impact they will have on all those concerned and affected by their development of such property. We ask that you look at this permit carefully. Unfortunately,if they do flood us negatively with their artificial filling and subsequent building,we will have no choice but to file a civil suit.In the past,we have always had terrific relationships with our neighbors and permit them access to our fields and driveways without aggression. It is unfortunate that the Wards appear to be not only environmentally abusive,but have shown they do not care about the neighborhood. After being away for few days;,we returned to garbage being piled on our property that they collected from their woods,and to"NO TRESSPASSING"signs nailed to trees.Is this legal? Thank,you for your assistance on this matter. Sincere_ ly, Peggy and Bob Grigonis 11/08/2000 THU 15:48 FAX 6318521507 x]001 November 3,2000 Mr..Edward Forrester Director of Code Enforcement Southold Town Building Dept Main Road Southold,NY 11971 Dear Mr.Forrester As adjacent and/or neighboring property owners to the Richard Ward property located-on the south side of Old.North Road in Southold(tax crap no. 1000-55-02-5.1), we respectfully direct your attention to the drainage problem that would be exacerbated if a building permit were to be approved for this parcel - Many of us have lived here for decades and know full well the drainage problem existing at Old North Road,just east of the Ward property. After moderate or heavy rainfall,especially with a frost in the ground, serious flooding occurs and the private right-of-way(running north-south on the Lillis property) becomes impassable. Fortunately,this low lying vacant lot initially collects much of the runoff(emanating from the higher terrain.to the south),thus mitigating the flooding to a large degree. However, if this lot were to be artificially filled in and built on, all the previously collected rainwater would then be directed outwardly and dramatically affect our properties and homes. Would you please advise us what recourse we have,legally or otherwise? Also, would your department make every effort to ensure that we are not negatively impacted. We sincerely appreciate your attention to our concern as it has the potential to create an extremely serious,hazardous and expensive flooding problem to we property owners and to the Town of Southold Thank you Sincerely, y� �l , Town Of Southold P.O.Box1179 Southold, NY 11971 * * * RECEIPT * * * Date: 10/16/00 Receipt#: 422 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 422 Total Paid: $10.00 Name: Verity, Kira 30485 Main Rd. Cutchogue, NY 11935 Clerk ID: LES Internal ID: 19051 BUILDING PERMIT REVIEW CHECK LIST > �o erg elYer gave {G DATE REVWED: /;2//Gil APPLICANT NAME: f, `j DATE SUBMITTED:A//lo@ SCTM#-- DISTRICT: 1,000 ,SECTION: j BLOCK: 2- LOT: S�/ PROJECT LOCATION STREET: 4 406 01-4 Aon Tfl Ao✓f/-4 CITY: .Sc aiwc?,p SUBDIV. NAME: ARCHITECT/ENGINEER: ,Felt, / V h2A /jSs6c; 4xs FAST TRACK: E oxNO SINGLE & SEPARATE CERTIFICATION-REQUIRED: YES o NOTES: ever 40K ZONING: PERMIT ESTIMATE A➢ UNT:_$ /SWK.00 ZONING DISTRICT: R40 R80 AC CONFORMING: YES- REQUIRED LOT SIZE: ?-OX SQFT. WHERE ACTUAL LOT SIZE FRO .TAx CA,_ F q2- ACTUAL LOT SIZE: 400,5' SQFT. REQUIRED 1a4�o REQUIRED REQUIRED FRONP:50 'PROPOSED:9_' SIDE YD: 2-o '/ fo ' PROPOSED: lZ23'1.57-' REAR: 60 'PROPOSED:' LOT COVERAGE ALLOWED: ,2-O % EXISTING: --`A sf_% NEW: sf_% TOTAL:_,O3E2sf g CORNER? YES o O WAT ER FRONT? YES ox DESCRIPTION: LOTS 40,000SF --100-24.Lot recognition. (CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. Merger. (A nonconforming at anytime after July 1, 1983.) / PROJECT DESCRIPTION: ADD ALT ACCOR V Gnr-, 0�� j/7ery5 t� �a f I��,Ue s rcc AGENCY PERMITS REQUIRED FOR REVIEW ED J TOWN SPETIC PERMIT: S�)ED NOSUFFOLK COUNTY$EALTH DEPT: or NO, (BED #):._I'_DTE:_/_/_ PERMIT #:R10-00-c522 4 NEW YORK STATE DEC: PRE-DEC 9/1/75 YES o SOUTHOLD TOWN TRUSTEES: YES o TOWN ZONING BOARD APPROVAL. YE�S�RP —L ^1 OasC i mT.*a�o rc ,w.,,% S;�Yosa TOWN PLAN. BOARD APPROVAL: YE5 o FLOOD COMPLIANCE ZONE: PRE-FRIM 3/18/80 #: FLOOD ZONE: NYS ENERGY: S R NO : *U* EGRESS: VENT: LIGHT: f�;sT 7,. TOTES: . Vis. er- ee s ^/-cf vtcfJVC. Lae ew, 2)S LJ. /C T C vv'aP- 3 rs arca fb.l ,llEar f�..� FEE STRUCTURE: FOUNDATION: 1527 SF FI RST FLOOR : 2362 SF SECOND FIR : / & SF6.2345:�) INIT OTHER TOTAL TOTAL: S/2? SF FEE FEE FEE TOT( �,� TOT( 527 SF)- � �G SF)= 92SF X$ _$ �"5S4b+$ ��- +$ _ $ � ry It c� 1283 - 1e-3 ojewl a 4- November 1, 2000 Richard G: Ward 1500 Lakeland Avenue Bohemia, NY 11716 RE: R-O-W Use, Kira Ward-Verity Dear Mr. Ward, The Planning Board has reviewed your request to provide access to your daughter's lot from the neighboring right-of-way on Gary Lillis' property. The Board requests that the road be improved before access is given to new lots. A site visit showed the existing road in poor condition, and itis currently serving more than the four lots allowed by Town Highway Code. In addition to the four lots on which the road is located, access is also provided to the two lots owned by the Grigonis family to the west of the road and south of your daughter's property. The road would have to be improved to a 24-foot wide asphalt road up to and including your daughter's parcel. If this is done, the Board would recommend that the other vacant parcel of your subdivision also be given access to the road, instead of creating a flag lot with a lot-line change. This would produce the best lot layout. If you have any questions, please give me a call. Sincerely, Craig Turner Planner Jean.Cochran, Supervisor Town Of Southold PO Box 1179 r Southold, NY 11971 Property located at: Old North Road, ( —.- Southold,NY 4 Owner: Kira Ward-Verity SCTM#: 1000-55-2-5.1 Dear Supervisor Cochran, We have been plagued with disgust over the town's obvious overlooking of the construction of a"single family"residence referenced to by the above information.The owner has violated Southold Town rules in the past,been remanded to Justice Court and fined. The owner will be housing up to 7 people in this home at any given time. They also will be well exceeding the standard water usage for a home this size. They will also have well water. This.location has been the site of numerous large flooding episodes each time it rains. This impacts us all and yet,the town is overlooking the obvious repercussions and letting them build.The situation gets worse with each passing day. They knowingly violated town's orders previously,and now they are building the home and look to occupy it well before the final CO is even requested. WAKE UP PEOPLE. Enclosed are just a sample of photos with respect to the flooding/water issue this property has. We know the building department has photos in their fife of this property. This is literally a take...and not a shallow one either. Everyone else suffers because of this lake ruining cvur"here. 'Tbc'owner,her husband and especially,her father,all conclude that Sow Iwld Tox%n %%ill appnn e this for them and overlook whatever is necessary because of the father's"AFFILIAtION Wi'fH SOL-MOLD TOWN". If you people in town hall think that this is permissible,there is definitely,collusion existent...which should,and �be nvestigatedL lfyou have tolerated this,what elsehave you,and your departments tolerated?'Where does this end...or will it? We find it quite disturbing that the the town does nothing regarding this situation. It is quite ironic and the owner of the property Kira(nee Ward)Verity is the daughter of the former chairman of your own Southold Town Planning Board(Richard G. Ward). Ms. Ward-Verity's husband (John Verity)conveniently has the same last name as your new building inspector,Mr.Mike Verity. We are uncertain of any relation there,but find it quite ironic anyway. The owners of the property are adamant about moving into this structure as soon as possible,without the necessary CO as indicated previously..This has been made blatantly obvious to all in the area, They have been instructed to proceed ahead and deal with the necessary permits/details later. The owners have brought in a portable toilet which reInaans uncleaned, overly fiill azul the stench is almost unbearable. They have also littered the,area with garbage,trash, beer:cans and bottles which has not been isolated to just their=property. Garbage is being tossed around freely,like their personal dumpsite. There were even dirty infant diapers.All this information can be corroborated from a worker'on this site liked by Mr.Verity for cash He can validate all i these conditions including worksite safety issues as well.I am quite certain if you set up an inspection,they will be advised of it and tidy up prior to your arrival. They seem to be informed,well ahead of time,regarding impending action. Again,how ironic. This is an outrage and it should be addressed. Why should the taxpayers of Southold Town be made to suffer the ramifications of these people's actions.Perhaps because Mr. Ward was is a former Chairman of the Planning Board.... We all certainly hope you haven't fallen into the trap of being"able"to be swayed by him because he is a farmer Chairman of the Planning Board. You are elected by the taxpayers,are there to represent us and protect our environment. This is a huge area of concern with respect to water issues from the rain and also the snow in winter. This area has been of concern for MANY years. We have evidence that this property was eontitituted as %%e11 auuls. ;1g<lin,enother'irontcoincidenmwith respect to things being l.ennitted. 'i his situation has political connection written all over it It saddens us to feel we very well may have wasted our time writing this letter. We feel this will go unaddressed and"just permitted" much the same way,everything else has been ret and ittg this property'. I-,A&ntJy Dick Ward still has enough political clout to influence. the To%v it. retard less of what is safe for the environment,regardless of the impact=it has on other property surrounding it, and regardless of the obvious;collusion bciH cur.oHncrs Lind offerors. It has been made clear that he"WILL HAVE THIS 11101 til• Rl:l I:l', .NO MA fll;R WRAT IT TAKES,NO MATTER WHAT IT COSTS HIM. THE TOWN ALWAYS APPROVES ITENGS,EVEN AMR R`FHE FACT. Again, another imnic.siatement made from a former chairman of the planning board. If this property continues to be built after all that's obvious to MANY you perpetuate the dishonesty of the town.employees...we know the rest ofthe town would find this of great interest. ToMh Bt aitd t6etines are teie�iced and the press %i ill provide coverage., The poor#attpayerwith O connections (lett total -riel'and sous inired on 1-NERY detail with no exception, `but il'you are a VARD. %vell then. it's all OK. You owe it to the taxpayers who elected you and pay your salary to resolve this. Stop hustling up votes for you and your constituents and do what you were all hired to do. We've been told that building this house should never have been approved by the Town, The proper resolution to this is for a stop work:order to be issued immediately. You know asiwell as we do that this should nc%er have been approved. Serious implications are not far behind if this continues. Rut )ou'd better keep on top ofit,because they will continue to build, as they have in the past. Thanking you,in advance that we know YOU will do the proper thing.Or,maybe we'll have to get Dick Ward to handle everything for us and those who want something from the Town. CC Mike Verity,Inspector rJune01 WARD ASSOCIATES, P.C.- Edward Forrester Director of Code Enforcement Town of Southold ->Building,Department Town Hall 53095 Main Road P.O. Box 1179 Southold,N.Y. 11971-0959 Re: Verity Property SCTM No. 1000-55-2-5.1 Engineer's Certification f i Dear Mr. Forrester, { Please be advised that on Saturday—03/10/01 and Saturday—06/02/01, I inspected the completed concrete foundation work at the above referenced parcel. r I hereby certify that all concrete work for the structure foundation is in conformance with i approved drawings Town codes,and standard construction practices. At present, there is no waterproofing material applied to the concrete foundation_ This material will be applied to the foundation in the near future. If you require additional documentation, please do not hesitate to contact the undersigned. CERTIFYING ENGINEER: 1, 8V DEW yah ECD v SFO 60258 OFES5110 , 0/ Vincent De Collibus P.E. Date Vice President Landscape Architects, Architects, Engineers 1500 Lakeland Avenue, Bohemia, N.Y. 11716 • 631-563-4800 • FAX 631-563-4807 e-mail: wardpc@earthlink..net • website: www.wardpc.com WARD ASSOCIATES, P.C. rJune14, 2001 Edward Forrester Director of Code Enforcement Town of Southold 'Building Department Town Hall-83095 Main Road P.O. Box 1179 Southold, N.Y. 11971-0959 Re: Verity Property SCTM No. 1000-55-2-5.1 Engineer's Certification Dear Mr.Forrester, Please be advised that on this date, I inspected the completed concrete foundation waterproofing work at the above referenced parcel. I hereby certify that all concretewaterproofing for the structure foundation is in conformance with approved drawings, Town codes, and standard construction practices. If you require additional documentation, please do,not hesitate to contact the undersigned. CERTIFYING ENGINEER: OF EQ D ��k 6 E ?�' c + 1. 50268 pR®"Ess10N�< Vincent De Collibus, P.E. Date Vice President Landscape Architects, Architects, Engineers 1500 Lakeland Avenue, Bohemia, N.Y. 11716 • 631-563-4800 • FAX 631-563-4807 e-mail: wardpc@earthlink.net • website: www.wardpc.com Town Hall,53095 Main Road ® :� Fax(516)765-1823 P.O.Box 1179 Telephone(516)765-1802 Southold,New York 11971-0959 dol � Sao BUILDING DEPARTMENT TOWN OF SOUTHOLD May 30, 2001 John and Kira Verity 30485 Main Road Cutchogue NY 11935 Please be advised that the Town has reviewed the drainage plan (C-1 of 1, dated4/9/01) and has found that it meets the minimum requirements of Town Code (copies attached ) I will notify the Suffolk County Health Department by copy of this letter and their approval should be forthcoming. Once the SCHD approval is received please forward a stamped copy to this office. The drainage and septic system excavations must be inspected as well as the installation of the drainage rings and required grading, prior to any construction on this site. In addition,the concrete work completed in violation of the stop work order will require a certification from a licensed engineer. Edward Forrester Director of Code Enforcement cc; Town Attorney Office of the Engineer S c,WD Q�oSUFFoc JEAN W. COCHRAN �coGy� JAMES A. RICHTER, R.A. �� SUPERVISOR ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Fax. (516)-765-1366 y�OlaQ�' Tel.(516)-765-1560 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD May 24, 2001 Edward Forrester Building Department Town Hall, '53095 Main Road Southold, New York 11971 Re: Site Plan Verity Residence SCTM #: 1000 — 55 — 02 — 5.1 Dear Mr. Forrester: The Site Plan and Drainage Calculations for the above referenced project have been reviewed. Based on verbal communication and telephone discussions with my office as well as written comments from Mr. Allan S. Connell of the USDA Natural Resources Conservation Service, the original site plan submitted for this project has been revised. This revised site plan, C-1of1, dated 4/9/01 as prepared by Ward Associates meets the minimum requirements of the Town Code. The above referenced project is situated in a. low-lying area in the middle of a natural watercourse that is generatedby rainfall tothe south and west of the site. While the proposed drainage has not been designed to recharge the entire amount of run-off that may pass through the site, it will allow for containment of runoff generated on site and meet the concerns addressed by Mr. Connell. If you have any questions concerning this report, please contact my office. Si e ely, J es A. Richter, R.A. Enc: "Allan Connell Letter-5/14/01" 3 Each—Site Plan Sheet C-1of1 USDA. NATURAL Riverhead County Center RESOURCES 300 Center Drive, Room N-210 CONSERVATION Riverhead,NY 11901-3398 SERVICE Tel. (631) 727--2313 Fax: (631) 727-31,60 May 14, 2001 Mr. James Richter Southold 'Town Hall P.O. Box 1179 Southold,NIT 11971 Dean Jamie: After reviewing the proposed grading and drainage plans and visiting the site of the proposed Verity residence I have the following comments. First, I am very concerned about the proposal to use a diffusion well to act as a discharge point for accumulated runoff. The plans call for the installation of a 24inch corrugated metal pipe down to a depth of 36 feet to discharge the runoff. There is a very strong chance of ground water contamination if this is installed. The pipe will act as a direct connection to the shallow aquifer. Pesticides, fertilizers and any other chemicals applied to lawns and the surrounding landscape could end up in our drinking water causing contamination. Ground water contamination problems on the North Fork are well documented and this concept will almost certainly exasperate this problem. If drainage basins are to be used to percolate runoff into the ground, the runoff should be exposed to the soil layers to filter the runoff prior to it reaching the aquifer. The soils in the southeast corner of the property appear to be poorly drained;thus runoff will percolate very slowly. This needs to be taken into account when designing and installing sufficient number of drainage basins to handle the accumulated runoff. Provisions should be made to provide sufficient space to store runoff while it percolates into the ground. It may also be a good idea to remove the heavier silty The U.S.Department of Agriculture(USDA).pro iibits discrimination in all its programs and activities on the basis of mee,color,national origin, genders religion;age,disability,political beliefs,sexual orientation,and marital or familial status. (Not all prohibited bases apply to all programs.) persons with disabilities who require alternative means for corammicatim of program information(Braille,large print,audiotape;etc.)should contact USDA's TARGET Center at(202)720-2600(voice and TDD). To filen complaint of discrimination,write USDA,Director,Office of Civil Rights,Room 326W,Whium Building,14"and Independence Avenue, SW,Washington,DC 20250-9410 or call(202)720-5964(voim m TDD). USDAis m egrral opportunity provider and empioya. percolates into the ground. It may also be a good idea to remove the heavier silty material surrounding the basins and replace it with bank run sand to improve percolation. If you have questions or I can be of further assistance with this project please let me know. Sincerely, Allan S. Connell District Conservationist The U S.Department of Agriculture(USDA)prohibits discrimination in all its programs and activities on the basis of race, color,national origin,gender,religion,age,disability,.political beliefs,sezuaiorientation,and marital or familial status. (Not all prohibited bases apply to..all programs.) Persons with disabilities who require alternative means for communication of program information(Braille,large print,.audiotape,etc)should contact USDA's TARGET Center at(202)720-26100(voice and TDD). To file a complaint of discrimination,write USDA,Director,Office of Civil Rights,Room 3261,Whitten Building,140'and Independence Avenue,SW,Washington,DC 20250-4410 or call(202)720-5964(voice or TDD). USDA is an equal opportunity provider and employer. BRIEF PROJECT SUMMARY Verity Property, SCTM 1000 - 55 -'2 - 5.1 ' 04/09/01 The existing site is relatively flat with the west and north sides of the parcel being slightly higher than the south and east sides:'A partial concrete foundation for the proposed residence was present at the westerly area of the parcel. The proposed finished floor elevation of this structure will be approximately;9`higher than the immediate surrounding existing grade. m An existing test hole (Test Hole No..2)was still visible for inspection. The test hole was approximately 10' — 12' deep, and appeared to be consistent with the test hole data ' performed by John Metzger, L.S. No standing water was present in the test hole, and the visible soils were dry. Small amounts of striated clay and loam were present, with intermittent layers of clean sand. Flooding was experienced at the site during a recent heavy rainstorm. This flooding appears to,have originated from the adjacent property to the south of the site. A large portion of this property slopes downward toward the Verity property. In general,the runoff from this property approaches the common property line, which is slightly higher, in elevation than the Verity property, and then runs easterly toward an existing 50' right- of-way. It appears that soil erosion on the adjacent property, along this;elevated line, was the cause of the extensive flooding on the Verity property. It is the opinion of the Design Engineer, that frozen impermeable soils in these areas,in conjunctionwitha severe rainfall event, contributed to the flooding on the Verity property. This situation has been recently rectifiedby closure of a small T —4'wide opening in the existing berm on the property line. 'Based on numerous site inspections performed by the Design Engineer,groundwater does not appear to be a contributing factor to the above referenced'flooding condition. It should be noted that the Verity property is not the low point of the area, as evidenced by the & Contour Map and aerial photograph submitted with this application. In general, all runoff from the surrounding areas is directed to the 50' right-of-way, where it runs northerly to a 10" or 12" drainage pipe at Old North Road. This pipe directs the drainage to a ponding area on the north side of Old North Road. An 18"overflow pipe directs excess runoff from this area, to a collection area located northeast of the smaller ponding area. The proposed sanitary system design will not be affected by this routing. Additionally, the proposed grading and drainage design will maintain the existing routing of the area runoff. CGivenbove, theproposed sanitary system has been revised to provide'adequate wastes into an acceptable layer of soil. The proposed system will comprise a 1050 gallon septic tank, and an V diameter x 12' deep cesspool with solid wall dome. A 3' collar of clean sand and gravel will be installed completely around, and under, the cesspool structure. This layer of permeable soil will rest upon an acceptable layer of existing soil, thus ensuring positive leaching from the cesspool. Based upon my site observations, and an analysis of the overall drainage pattern for the area, I hereby certify that all design;parameters of the proposed Grading and Drainage Plan are in complete conformancewith the !'Code of the Town of Southold, New York Certification of Engineer NYS Lic. No. 60268 S. DE co y o0 Vincent De Collibus, P.E., V.P. Date Ward Associates, P.C. �QgUFFO(,� MEAN W. COCHkAN GREGORY F.YABABOI Q. Gy Supervisor TOWN ATTORNEY co Z Town Hall, 53095 Route 25 kP.O.Box 1179 MARY C.WILSON • "F Southold, New York 11971-0959 ASSISTANT TOWN ATTORNEY y�Ol �QQ� Telephone(631) 765-1889 Fax (631)765-1823. E-mail:townattorney@southold.org OFFICE OF THE TOWN ATTORNEY TOWN OF SOUTHOLD March 2,2001 Suzanne V. Shane, Esq. Twomey, Latham, Shea & Kelly 33 West 2nd Street P.O. Box 398 C^� Riverhead, NY 11901 �<6 Re: John & Kira Verity Building Permit#26940Z Dear Ms.Shane: Enclosed you will find copy of Order of Rescission served upon John and Kira Verity together with attachment#1) copy of certified letter dated 2/1/01 from Suffolk County Department of Health Services suspending the Verity's health department approval and #2) Stop Work Order dated 2/15/01 issued by the Town of Southold. If you should have any questions, please call. Very truly urs, egory F. oski, Esq. Town or /md encs. cc: Ed Forrester, Director of Code Enforcement w/o encs. S:1Attomey\GREG\MELANIE\GREG\letter(draft).DOC COUNTY OF SUFFOLK Robert J.Gaffney, Suffolk County Executive DEPARTMENT OF HEALTH SERVICES CLARE:B. BRADLEY, M.D., M.P.H.' March 1,2001 John &KiraVerity 30485 Main Road Cutchogue,NY 11935 Re: HD Ref. R10-00-223, SCTM#1000-55 2-5.1 Dear Mr. &Mrs.Verity I am in receipt of the plan that you brought in earlier this week. As discussed with John,in person today, the plan is not adequate to ascertain that the documented flooding of the property has been permanently corrected and that the sewage disposal, system is adequately designed. This Department's primary concern in this respect is the adequacy of the site conditions to support a sewage disposal system in conformance with construction standards and good engineering practice. In,addition,if regrading of the'property-is necessary for the proper design,of the sewage disposal system, then this regrading must be done in a manner that does not create drainage impacts to neighboring properties. The problem that your site experiences with drainage is not uncommon for relatively low elevation lots that historically'have accepted runoff (both surface and subsurface). In your case, it is complicated by the existence of a substantial clay Tense which tends to impede^the vertical component of recharge, resulting in migration of the water above the clay in a horizontal vector, conforming with the clay's gradient. This is why altering the topography on the site alone,may not resolve impacts on the sewage disposal system,on a subsurface level. A more comprehensive plan is eeded. It is my understanding,based upon a conversation with Mr. Forrester of the Southold' Building Department, that the Soil Conservation Service was contacted in this matter last year and had some recommendations. Drainage plans of this sort require cooperation of adjacent property owners to assure a permanent_solution_and avoid unwanted impacts:-As has-already-occurred and is acknowledged in;your letter to Steve_Costa, dated February 14, 2001, the berm that you have ' constructed has resulted in flooding of your neighbor's property to the south.- This is why it is essential that a plan be prepared and reviewed prior to such action being taken. Since Ward Associates originally designed the sewage disposal system,I suggest that you approach them for a drainage plan thataddresses these concerns. They sbould.be aware that the construction standards prohibit the construction of asewagedisposal system in an area that concentrates runoff..,In addition, I-am including a,guidance document, which they may find useful.when addressing this problem. division of environmental quality,.;:, - COUNTY CENTER RIVERHEAD, N.Y. 11901-3397 852-2100 Yu Since you have already indicated to me that you will be requesting a variance hearing,this guidance document can also be used for that purpose. Since the Town of Southold must ultimately approve the grading and drainage plan,I suggest that Mr.Forrester be contacted concerning their requirements. Once the plan is approved,then the best location for the proposed sewage disposal system can be established. At that point, as previously discussed,^a test hole or boring should be done in the area of the proposed sewage disposal system and the system designed accordingly. if you have any questions concerning this,please feel free to contact me. Sincerely, Royal Reynolds PE Associate Public Health Engineer Cc: CharlesBrigham Stephen Costa Town of Southold Building Department Ward Associates .division of:environmental quality COUNTY CENTER RIVERHEAD,.N.Y. 11901-3397 852-2100 .. �:. n John & Kira Verity 30485 Main Road Dr.B Pr. Cutchogue, New York 11935 February 14, 2001 Stephen A_ Costa Suffolk County Department of Health County Center Riverhead, New York 11901 RE: Grigonis Property Old North Road Southold, New York Dear Mr.Costa: It has come to our attention through obtaining surveys of adjoining properties that the Grigonis property has a single pool septic system installed-This system is at an elevation' of 25', which is close to the test hole we received on our property. According to our test hole information,their system is 4'6" water in brown clay. (see enclosed test hole data sheet). I was told in a conversation with Royal Reynolds that the Health Department made a mistake when they gave the Grigonis'permission to put a single pool septic system in. We would like to know why there hasn't being something.done to correct this known violation.Yes, this is a big mistake. This has been covered up now for over 10 years, and now something should be done about this illegal system. Besides the fact that no final inspection was obtained,also noted by your department, without any follow-up or fines due to this obvious violation: The Grigonis'also have a drainage problem due to the 80+ acres of land south of their property (see enclosed surveys and drawings). For years they;have been flooding our property with their water runoff. We have put a berm on our property and now the water sits on their property. Their septic system is not a healthy situation for our neighborhood and environment. We would appreciate you following up with us with a phone can or letter as to what you are going to do about this problem. Thank you for your prompt attention to this situation Very truly yours, Kira R. Verity Cc: Susan Shane, Esq., Twomey, Latham,Shea& Kelley Southold Town Building Department Royal Reynolds, Suffolk County Health Department o� y� Town Hall,53095 Main Road y. Fax(631)765-1823 P.O.Box 1179 Oy �� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD ORDER OF RESCISION TO: John and Kira Verity 30485 Main Road CutchogueNY 11935 DATE: February 26, 2001 RE: Building Permit#26940Z BUILDING PERMIT #26940Z ISSUED TO YOU FOR SCTM#1000-55-2-5.1 IS HEREBY RESCINDED. The reason for the rescission of this Building Permit is as follows: On October 16, 2000 you applied for a Building Permit. The application and supporting documents were reviewed and all the required elements of Town Code Section 45-8 A through L were satisfied. One of the requirements of Chapter 45, section 45-8 (G) states: "No building permit shall be issued for any building until approval has been received from the Suffolk County Department of Health Services for the proposed water supply and sewage disposal system." Building Permit#26940Z was issued on November 28, 2000. The Suffolk County Health Department,by letter, dated February 1, 2001, suspended their permit (#R10-00-0223 ) for this project. (a copy of this letter is attached) Without a Suffolk County Health Department permit Building Permit#26940Z is invalid. Your are hereby notified that Building Permit#26940Z is rescinded. This is your second notification. The first notification was by the Stop Work Order dated and served on February 15, 2001. (a copy of the Stop Work Order is also attached) The permit will be reinstated upon approval of Suffolk County Health Department pursuant to their letter dated February 1, 2001 unless the Suffolk County Health Department requires any changes in the current plans on file. If the Health Department requires any changes in the plans the Building Department will review the application accordingly. Edward Forrester Director of Code Enforcement COUNTY OF SUFFOLK Robert J.Gaffney Suffolk County Executive DEPARTMENT OF HEALTH SERVICES CLARE B.BRADLEY, M.D., M.P.H. CERTIFIED MAIL-RETURN;RECEIPT February 1; 2001 Kira Verity 30485 Main Road Cutchogue; NY 11935 Re: HD Ref. R10-00-223, SCTM#1000-55-2-5.1 Dear Ms Verity : Based upon an inspection by this Department today and information submitted to the Department, it appears that groundwater and drainage conditions may inhibit the use of a subsurface sewage disposal system as presently proposed. Specifically, there is evidence that the area of the proposed sewage'.disposal system may periodically flood and that the depth to groundwater may be less than that shown.by,the test hole. It is also noted that the test hole used by the surveyor to design the sewage disposal system is not in the area of the proposed sewage disposal system and may not be a proper basis for design. Itis hereby requested that you have a licensed design professional review your site conditions and present a design that adequately addresses the groundwater,drainage and soil conditions on the site. In accordance with Article 3, Section 760-305 &307 of the Suffolk County Sanitary Code,the above referenced permit to construct is suspended until this matter can be resolved. If you have any questions concerning this,please feel free to contact me. Sinc_ erely, Royal Reyno ds PE Associate Public Health Engineer Cc: Charles Brigham Stephen Costa Town of Southold Building Department ✓ division of environmental quality - - - COUNTY CENTER RIVERHEAD,N.Y.11901-3397 852-M0 - - . �ggfFO(,�co o�o Gyp Town Hall;53095 Main Road y Z` Fax(631)765-1823 P.O.Box 1179 O ® Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Kira R Ward (Verity) 30485 Main Road Cutchogue NY 11935 YOU ARE HEREBY NOTIFIED TO SUSPEND'ALL WORK AT: 4004 Old North Road TAX MAP NUMBER: 1000-55-2-5.1 Pursuant to Section 45-8G of the Code of the Town of Southold, New York you are notified to immediately suspend all work and building activities until this order has been rescinded BASIS OF STOP WORK ORDER: No building permit shall be issued for any building until approval has been received from the Suffolk County Department of Health Services for the proposed water supply and sewage disposal system. Building Permit 26940Z not valid. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: Suffolk County Health Department reinstate approvals Failure to remedy the conditions foresaid and to comply with the applicable provisions of law may constitute an offense punishable by fine imprisonment or both. yEdwar DATED: -I ` 5- o For ester, Director o� y� Town Hall,53095 Main Road rA Z Fax(631)765-1523 P.O.Box 1179 O ® Telephone(631)765-1502 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Kira R Ward (Verity) 30485 Main Road Cutchogue NY 11935 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 4004 Old North Road TAX MAP NUMBER: 1000-55-2-5.1 Pursuant to Section 45-8G of the Code of the Town of Southold, New York, you are notified to immediately suspend all work and building activities until this order has been rescinded BASIS OF STOP WORK ORDER: No building permit shall be issued for any building until approval has been received from the Suffolk County Department of Health Services for the proposed water supply and sewage disposal system. Building Permit 26940Z not valid. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: Suffolk County Health Department reinstate approvals Failure to remedy the conditions foresaid and to comply with the applicable provisions of law may constitute an offense punishable by fine imprisonment or both. DATED: c S z3 Edwarq For ester, Director �c�e c 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ } INSULATION ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY Q REMARKS:JOY DATE � � � � INSPECTOR PRO M-1802 2_ �V BUILDING DEPT. NSPECTrROUGN [ ] FO=NDATION N 1ST [ PLBG. [ ]Z 2ND [ ] INSULATION [ AMING [ ] FINAL c �-i [ ] FIREPLACE & CHIMNEY }� REMARKS: 1 Gv DATEov INSPECTO qAo M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. ] FOUNDATION ;2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: - ' f J DATE 3/f INSPECTOR I M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [i, ROUGH PLBG. ;�F;=tNGTI ON 2ND [ ] INSULATION [ ] FINAL [ FIRBPLAE A CHIMNEY REMARKS. fr )'/�'-�� o DATE INS ECTOR . n 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION { ] FRAMING [ FINAL ] FIR CE A CHIMNEY REMARKS: 3 e c DATE INSPECTOR,- 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING [ ] FINAL [ } FIREPLACE & CHIMNEY R MARKS (/l jjJ& f jf R IInn DATE INSPECT 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: i v_ l i - DATE / v� � INSPECTOR � e • • e • � � a ii • e _ �o �� 10 MOt /wf ✓ ■_ ' ,r W:moi, f ■��i�+ ADDITIONAL COMMENTS: �ir4,,-es f r/ i %lL Iii u ♦ /;,.�_r."` � �. � �l� i VA =fr U t's31% BOARD OF HEALTH .... .f,,;,, 1 FORM N0. 1 3 SETS OF PLANS .. TOWN OF SOUTHOLD SURVEY .. ... ....... . . . ... . -._- BUILDING DEPARTMENT CHECK ............. . E --.. . ,- TOWN HALL SEPTIC FORM . . .. ... .. ... . . ... .. ii '�• � TOWOhSOLTdOLO SOUTHOLD, N.Y. 11471 �\ N TEL: 765-18002 NOTIFYr: CALL Eranined ..1t f L K .. IR 'a - MAIL TO q, r, Appcwed...ell? ........ i2f1 Permit Noac0 . ..:_.h. ....... ................................... Disapproved a/c .... .............. ................................................. (Building Inspector) APPLICATION FOR BUILDING PERMIT � Date."- I�'T�rtP�i✓R �r✓'� 2ea00 INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector vi sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public treets or areas, and giving adetailed description of layout.of property most be drawn an the diagram which' is part of is application. c. 'Ihe 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 zmit .shall be kept on the premises available for inspection throughout the work. e. No building sball be occupied or used in whole or in part for any purpose whatever until a Certificate of cupenry shall have been granted by the Building Inspector. APPLICATION IS HEREBY MAW to the Building Department for the issuance ofa Building Permit pursuant to the lding Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or lations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein scribed. The applicant agrees to comply with all applicable laws, ordinances, building code, ing code, and r lations, and to admit authorized inspectors on premises and in build' for s sped (Signature apple t, or name, if ration) ' p485 ................................................. (Mailing address of applicant) 11836 Sate whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Owl W CA. of owner of premises ................. VEIIKI71 ............................................................... (as on the tax roll or latest deed) l+ I applicant is a corporation, signature of duly authorized officer. ................................................... L Name and title of corporate officer) Builders License No. ......................... Plumbers License No. :Electricians License No. ..................... Other Trade's License No. .................... 1 Location of land on which proposed work will be done.............................................................. Up�w Vt�IGa�-J DP 4 ........ ............ � ........ T" o.L:0......_............ House Number Street Hamlet County Tax Map No. 1000 Section ... r?r� ....... Black .....2 ........ Lot .....5p'.'....... .Subdivisions...................................... Filed Map.No. ............... lot ............... (Name) 2 State.existing use andoccupancy of premises and intended use and occupancy of proposed construction: a. Existing use. and occupancy............ � b. Intended use and occupancy 5i h: _�„" 5-Ad••'1I(. IS40.15 Oe. .............. . .... ........ Att^FxaY 4 a �t1 d 'I x. ,:uwic ,,. ++urK. kchecK vtucn appticable): flew.Building .../.\.... Addition .......... Alteration' .......... I? pair ...........:Remml ............. Demolition ............ Other Work .................................. (Description) .......... fee . Estimated Cost .... (to be paid on filing this application) It dwelling, m xber of dwelling units ttnber of duelling units on each floor ...... Ifgarage, ember of cars ............2........................ ' . If business, commercial or mixed occupancy, specify nature and extent of each type of use...................... Dimensions of existing structures, if any: Front.... �!� :..... Rear ...t-A�:..... Depth .... ....... tleigbt .......Nl6............ tinder of Stories ....,. I: .......... Dimensions of same structure with alterations or additions: Front ............... Rear ............... Depth .................... Height .... Nudber of Stories ................ ............... I ti 1. Dimensions of entire new construction: Front �$ ' r�..... Rear :. ?.... Depth e s; d ......... ..... Height .......2e.,.r�.......... ffier of Stories ...... ....... 1. Size of low: Front ... .O....7i.�........ Rear ....113:C ,....... Depth ..2 :.'L. ....... 10. Date of Purchase thane of Former Owner ..I�:': ..... ..� 1V�"`��........... 11. Zone or use district in which premises am situated ....... ................................................... 12. Does proposed construction violate any zoning law, ordinance or regulation: ...NO.................. 13. Will lot be regraded ..... �%"wa ....... Will excess fill be removed from premises YESNO(9, 131 14. Hames of Owner of premises 2 JEK(7/......... Address ?�kQ? tip1U,R PE'::Mi�X -f—Phone No. .... .... ..... .. .. ice- n LA�vl�1n a ev Wane of Architect \�/Ql?�3. 5'�Q, fs�`S 1P.� :.. Address .67QNC'}!ti9 1 1 Y. llCs2 Phage No. 3 46�?. Hare of Contractor L{� 1� Y :� Addresslal thdE.4pa2 15. Is this property within 300 feet of'a tidal wetland? * YES .......... �1.......... *IF YES, S LITHO D TOM lmrjiFL+S PMWT MY BC RE¢HM. K PLOT DIAGRAM ;1 Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block hwnber or description according to deed, and show street names and indicate whether interior or corner lot. u I-IT ,w , ^�q s RI 11 i 9 , [ @ J o s d OpWa gb> >> , I' SS SPATE OE t1Zi _._ J ..P .� /'1 ............i...... ................................being duly sworn, deposes and says that he is the aWlicant 1 (Hare of individual signing contract) above named, lieis On ...............l�W/✓C`7t. .................................... (Contractor, agent, corporate officer, etc.) 1 of said owner or owners, and is_duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed it the manner set forth in the application filed therewith. \9worn to beforeme this .........../j.L ...(lay �of }............19. ,`lotary Publi`j.S1.......... ...... . _.... .. . .. .... Maury PUN; State of NOW Pork (Signa of Applh t) Qualified is Suffolki oYG/ 1b�nmdssion ExpiteS y sye � i�j oto "wok r �uts�.,Azas, 9 e7� / I Arcrss I i q µ i / t I NEWt , 1 _ e ^.AIS 181gp.1 ' Y' LINE t 10"GAL p .yyylema=' PRO JECf S7ATISTICS Y ® TAX MAP NO. SCTM IOOQ-55-2-5.1 ZONE A–C —? Q USE RESIDENCE BUILDING SIZE 2 sro t - I� FIRST FLOOR – 2,151 S.F. UVLG Iro SECOND FLOOR 1,443 S.F. w�g1r W �t BUILDING HEIGHT SECOND FT. MAX. BUILDING CONSTRUCTION TYPE TYPE 5b – WOOD FRAME �byr {`/ PLO PLAN ` 0 25' 50' 100' l A { R ��//�pi�SSp CIA P.C. A1[CHnE4i/y7i,1.ANDSCA �H�s ENGINE 9�AL�: 1 - 1=LAKELAND AVENUE' INFORMAt1ON TAKEN pR01'I SURVEY LRlrDATED,NOV.415Y M ONI BOHEMIAN NEW YORK 11716 6U JAK q,I9sE�Y PEc�NIc @�� SUtcVEY�26,P.C, (631)66&ASW.- a1 # - f MONO ek En r1t�'11 `xr � r seJ 7fbr and , the « o m wf ��+�n��+�t,"�>�»,fig �Ir�t �� ta�►�,� � ,�'t , � � �t lifid �� ro>rr tltil1�irt � pk t} e: .. /j/ All 1°40 � o. 2 0 Ex ➢ - �?'`-..,' i� 0 jL az ttt GA as pi - ; 0 r. .O ne , ti► 4-A� O a `* i ,''.a*. . N f�L �YnJaC Jtt bCaW r " , p a �n€ 1a ca4re" �A,; a7 \ fie` 6� . I / .. we Iv y SURVEY Ml t z UTHOL TY rlyyyR. Cty . lest hole 1 V/A all Ag" r� 1�4 ya ria ro A lPNu Ott? ra asp *� w _ R s r c�v xoff rn E'LrVA-PON `AND GQNrCtUR t IN aR T �4.,. t7 QfVAsiJMI� DA7Ukl' S P,C. c 4r3 a ' i" ' ra"r �rpwr;. lfari "•wac. 19n ery - p . = L p'tT.NLJ �SERw" .ARS R (G 'Re`*i 7 f -h(!!4?w �1 p/Vf / Al R. Rk?AR "vl `, A;l, h1hIlf3, - Jet �1R'fE 5t3 19 1 1 p . Jl Y 1ION 77 j(y��y I am faml/lar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE SCDNS 'REF #R10 - 00 - 223 DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES TEST HOLE 0 2 TZSr.HOLE rl 2+ and will abide by the conditions set forth therein and on the Oqr$ tirawn Daily brown permit to construct, latlk}i 01- 1, loom OL !, ©� Brgywn loamSCr cldysy bans 3' The locations of we/Is and cesspools 4' Brawn slay . « �sx � � ei CH shown hereon are from field observations � � "� ''` l i7 ¢ ss• and or from data obtained from others, �,>r� sa � � � � r Brown sand hiJe,�l �i� r A1e5 R A�� CERTIFIED TO/ 1 with clay Sc KIRA VERITY ` 14, THE SUFFOLK COUNTY NATIONAL BANK Flne to coarse , „ Waafbrin bq COMMONWEALTH LAND TITLE Well t c.Rs /Sn y INSURANCE COMPANY _ . send SW N101F LAND OF WARD N .. y I N r rx LOT 2 0 0 €da � N38' SE 27/ S B5°30 50" E m $ro wnlsr to brown ' - This to soar*$ sand Sw 0- TA 7.H. #241 _ -- A _ \_//�y' / ® �39' 46,7• _ _ _ _ __ /32.5' ° ,� /i ^J 1� r /� 3/ wjaJ "J ltl LO/ i/�f 1 *Y� s.T, lT 4j?p:� 7 J WP/l 1\.J// , URIC °&� s DRY s — -- 2Z=83\ TOP009APM AL ' SURVEY a) 27 4 WELL 3a' /oS qz RET o N /<u2 . WALL d0 OF PfROPEP T Y z — — �' -- - -- °NEIL g� 4 AT 5C?UTHC3LD _ / 2¢e °IRr T-WAN OF SOUTHOLL) 22.6 cr,t� d SUFFOLK COUNTY, N Y, a° �6°230" �/ 1000 - 65 Of, 6.1 scale: 1 - 40' Jan. 29; >1999 3Z SEPT. lar POOO ( test hole J w� /QEF :t 14 sent. zO, 2600 E revision J OR/O�/$ fA' Feb, 26, 2001 ( lost hole J F JUNE /9, 2001 (cons. foundation 1 <,96 9T' JUL Y 9, 2001 (certification J AREA - 40,000 sq,ft. FEB. 21, 2003 (11na11 MAR t9 2003.1 *$0110 system 1/fry Apra 4 hOOJr Mho/ reYlslanl0v !VF ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION - ,` ' 1 OF SECTION 7209 OF TME NEW YORK STATE EDUCATION LAW. 2g /,� /ea+ ��/ �, , N 7.MErjC�49� EXCEPT AS PER SECTION 7209 - SUBDIVISION 2, ALL CERTIFICATIONS o HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY 1F �7Y . 11 Y C SAID MAP OR COPIES BEAR THE 144PRESSED SEAL OF THE SURVEYOR ELEVATIONS AND CONTOUR LINES ARE REFERENCED' Ft' * `+fns ` tss WHOSE SIGNATURE APPEARS HEREON. TO AN ASSUMED DATUM. ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM 'AL TERED BY" /-ECONIC S !E O , P. MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY LOT NUMBERS ARE REFERENCED TO MINOR SOWIVISION 6311 765 - 509 f 5, � 7 OF ANOTHER SURVEYOR'S MAP. TERMS SUCH AS 'INSPECTED'AND PREPARED FOR VITO W. AMAM AND FILED IN T,tE OFFICE P. 0. BOX 9OS "BROUGHT TO-DATE"ARE NOT IN COMPLIANCE W/TH 7HE LAW. OF THE SOUTHOLD TOWN CLERK IR'30 'TRAVELER 4 Fy4 SOUTHOLD, N.Y. /1ANq 98 - 360 �y''G^,fi'Pr- 0yA �RIW6 m pu'i"Ci�dAfj�_ d VERITY RESIDENCE /Ij Ore, /� /I'Is...+rarr SCr9M/e5 .fs he ou,.0-0 . Z� Co�tTnoL 2rn1 aFF i13 ytrQuiit PLUMBING (CONTINUATION) ELECTRICAL (CONTINUATION) j1 ° GENERAL CONSTRUCTION 5. CIRCUIT BREAKERS - SINGLE POLE 15 AND 20 AMPERE CIRCUIT BREAKERS SHALL BE UL LISTED AS 0. REMOVALS 2. CODES - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE UNIFORM FIRE "SWITCHING BREAKERS" AT 120 V A.C. AND CARRY THE SWD MARKINGS. CIRCUIT BREAKERS SHALL BE UL A. ARRANGE FOR DUMPSTER AND DISPOSAL OF DEBRIS TO TOWN LANDFILL SITE. CONTRACTOR TO PAY DUMPSTER AND PREVENTION BUILDING CODE AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. LISTED. SINGLE POLE BREAKERS WITH HANDLE TIES NOT ACCEPTABLE. DUMP FEES. CLEAR AND GRUB SITE WITHIN THE CONSTRUCTION AREA. _ TINGS AND B. STRIP AND STOCKPILE ALL TOPSOIL IN THE CONSTRUCTION AREA FOR RE-USE ON SITE AT THE COMPLETION OF 3. JOINTS MADE COLD AND HOT WATER 95/5 SOFT METAL SOLDER. BELOW GROUND HPIPINGWTO BE TYPE K COPPER TUBING 6. THE PPLIC BLE PROVISIONS GROUND OFRODS THESHALL NEC.6E 5/8" X 8' COPPER WELD AND MEET ALL REQUIREMENTS OF RESIDENCE CONSTRUCTION. RISERS AND MAINS TO BE 3/4 INCH, ALL BRANCH LINES TO FIXTURES TO BE 1/2 INCH. PROVIDE SHUT OFF AND 7. CABLE & WIRING C �M 1 . SITEWORK DRAIN VALVE IN BASEMENT FOR EACH RISER AND PROVIDE VALUE TAG IDENTIFICATION. A. BRANCH CIRCUITS (INTERIOR) - TYPE NM OR NMC A�y,^yJ, .-„ �� Q d v A. FILL MATERIAL, AS NECESSARY, TO BE CLEAN FILL AND COMPACTED IN LAYERS AS DIRECTED BY ARCHITECT. B. SERVICE ENTRANCE (DIRECT BURIAL) - TYPE USE B. RAILROAD TIES, ASPHALT PAVING AND BRICK PLATFORMS BY OWNER'S LANDSCAPE CONTRACTOR, 4. SHOWERS - PROVIDE AND INSTALL SHOWER PAN WATERPROOFING AND TILE BASE WITH FLOOR DRAIN. C. FEEDERS - TYPE NNM, NMC, OR SEC DATE. x g- oo B P O ./�Q�A9 _ C. LANDSCAPING UNDER SEPARATE CONTRACT. 5. DRAINAGE PIPING - BELOW GROUND SANITARY PIPING SHALL BE CAST IRON SOIL PIPE (ASTM-A-14) D. UNDERGROUND DISTRIBUTION (DIRECT BURIAL) - TYPE OF 2. CONCRETE - 3000 PSI AT 28 DAYS ASTM 94 READY-MIXED CONCRETE, WATERPROOF FOUNDATION WALLS WITH SERVICE WEIGHT. E. CONDUCTORS SHALL BE COPPER FEE; d' 0 BY• CONCR TE BELOW GRADE FOUNDATION WALLS WITH CARLISLE CCW-701 SELF ADHEREING MEMBRANE. PRIME AS REQ'D. 6„ SANITARY VENT PIPING - PVC PIPE AND Fit F. INSULATION (600 VOLT) #10 AWG AND SMALLER - THWN/THHN, #8 AWG AND LARGER - THIN, THAN, NOTIFY BUILDING DEPARTMENT A . FLASHING - FLASHING MATERIALS SHALL BE XHHW (PVC FOR NM OR OF CABLES). 765.1802 9 AM TO 4 PM FOR TIME 7 - ASTM 615 WELDED WIRE FABRIC - 3. STEEL BAR REINFORCING ASTM A-185. 8 HOSE BIBBS SHALL BE NON-FREEZE TYPE ERIOR SHUT-OFF VALVE. G NEUTRAL WIRE SHALL HAVE A WHITE OUTER COVERING THROUGHOUT SYSTEM. EQUIPMENT GROUND WIRE FOLLOWING INSPECTIONS: 4. STRUCTURAL STEEL - (LINTELS, PLATE, GIRDERS, ECC.) TO BE ASTM A-36 GRADE PRIME PAINTED. SHALL HAVE A GREEN OUTER COVERING THROUGHOUT SYSTEM. MARK CABLES OR WIRE WITHOUT COLOR CODED 1 FOUNDATION - TWO REQUIRED 5. VAPOR BARRIER - ASTM E-96 POLYETHYLENE FILM 6 MIL THICK. 9. PLUMBING FIXTURES - SUPPLIED BY OWNE ED BY CONTRACTOR. FOR POURED CONCRETE 6. LUMBER CONTRACTOR TO PROVIDE ALL ROUGHING, V ITTINGS, ETC. FOR COMPLETE JOB. CONTRACTOR JACKETS WITH NON-FADING COLOR CODED TAPE AT TERMINATIONS AND OTHER ACCESSIBLE LOCATIONS. A. DOUGLAS FIR NO. 2 GRADE WITH FB(BASE) = 875 PSI AND E = 1,600,000, 19% M.C. TO PROVIDE A "FLOODSAVER" UNIT AS MAN D BY AMI FOR THE LAUNDRY WASHING MACHINE LOCATION. 8. RACEWAY - RACEWAY TO BE RIGID METAL CONDUIT OR SCHEDULE 40 PVC (WHERE PERMITTED BY 2. ROUGH - FRAMIC:G & PLUMBING B. PLYWOOD 1Q. VALVES - VALVES TO BE BRASS/BRONZE B 25 PSIG ALL VERTICAL SUPPLY RISERS AND BRANCH CODE). 3. INSULATION 1 SUBFLOOR - 3/4" TH., C-D INTERIOR APA WITH EXTERIOR GLUE. (PL-500 GLUE DOWN WITH NAILING) LINES SHALL BE PROVIDED WITH DRAIN TEE HUTOFF VALVES AT BASEMENT. g, OUTLET BOXES - OUTLET BOXES IN DRY CONCEALED LOCATIONS FOR WOOD FRAME CONSTRUCTION TO BE 4. FINAL - CONSTRUCTION MUST 2 WALL SHEATHING - 5/8" , FIR PLYWOOD, (PL-500 GLUE DOWN WITH NAILING) 111. CLEANOUTS - CLEANOUTS TO BE FULL SIZ E WITH THREADED BRASS SCREW PLUGS. PVC WALL BOXES AND NORYL CEILING BOXES. IN EXPOSED LOCATIONS USE 4" SQUARE CAST ALUMINUM L CONSTRUCTICOMPLETE ON SHALL 3 ROOF SHEATHING - 24/0, 5/8 TH.. C-D EXTERIOR APA. 12. PLATES - PLATES FOR FINISHED SPACES T ROME PLATED SPLIT BRASS. BOXES AND FINISHED WEATHERPROOF COVERS. MOUNT ALL OUTLETS IN ACCORDANCE WITH NEC REQUIREMENTS. ALL CONSTRUCTION SHALL MEET 4) CARPET & TILE SUBFLOORS - 3/4 TH. C-D EXTERIOR APA. (PL-500 GLUE DOWN WITH NAILING) WITH 1 PIPE INSULATION - PIPE INSULATION TO BE R FOAM OF THICKNESS REQUIRED BY ENERGY 10. SWITCHES - SWITCHES, 15 AMP, 120/277 VOLT, BACK AND SIDE WIRED THE REQUIREMENTS OF THE MY. UNDERLAYMENT - 1/4" AC PLYWOOD (FIR). CODE; PROVIDE ON ALL INTERIOR COLD AN TER PIPING. SINGLE POLE, DOUBLE POLE, THREE-WAY AND DIMMER TYPE AS REQUIRED. STATE CONSTRUCTION & ENERGY C. CONNECTORS - SIMPSON STRONG-TIE OR EQUAL. ALL TO BE GALVANIZED. 1�4. CIRCULATORS - CIRCULATOR, ONE FOR EAC G ZONE, AND ONE FOR THE WATER HEATER, TO BE CODES. NOT RESPONSIBLE FOR D. SILLS, DECK FRAMING AND POSTS - SOUTHERN YELLOW PINE �f2 OR BETTER, CCA TREATED (.40 PCF) B & G, SERIES 10, SIZED FOR APPROPRIAT LTH SETTLEABLE FLOW CHECK PIPE SIZE 1 INCH. SEALS 11. EQUIPMENT WIRING - PROVIDE AND INSTALL ALL LINE VOLTAGE WIRING FOR EQUIPMENT BY OTHER DESIGN OR CONSTRUCTION ERRORS TO BE SUITABLE FOR GLYCOL SOLUTION. PIPING TO AIR HANDLER AND BOILER TRADES. KDAT. BOILER - BOILER TO BE WELL-McLAIN, TYP 95MBH NET1-B-R, AFUE 82.2%. PROVIDE 12. DUPLEX RECEPTACLES - PROVIDE 15 AMP 125 VOLT BACK AND SIDE WIRED DUPLEX RECEPTACLES 7. ROOFING - GAF TIMBERLINE ULTRA, 40 YEAR WARRANTY, WITH WEATHER SHIELD UNDERLAYMENT AT EDGES AND VALLEYS. E. SOFFITS: ROUGH SAWN APA CEDAR PLYWOOD TYPE 303-6W. 1;5. SUPER-STOR MODEL SS-60, 2" INSULATED ON ALL MULTI-RECEPTACLE 15 AND 20 A1.•IPERE CIRCUITS. PROVIDE 200 AMP 125 VOLT BACK AND SIDE INSTALL OVER 30 FELT. PROVIDE RIDGE MASTER RIDGE AND FLASH VENTS. HOT WATER STORAGE TANK WITH THERMOST CONTROLLED CUPRONICKEL HEAT EXCHANGER, RELIEF VALVE WIRED DUPLEX RECEPTACLE ON ALL SINGLE RECEPTACLE 20 AMPERE CIRCUITS. GROUND FAULT CIRCUIT ELEVATE HEATING 8. LEADERS & GUTT RS - ALUMINUM GUTTERS AND LEADERS, COLOR AS SELECTED. AND TEMPERATURE GAUGE. MANUFACTURER: THERMAL SYSTEMS, INC. OR APPROVED EQUAL INTERRUPTING - 20 AMP 125 VOLT WITH INDICATOR. APPLIANCES 18"AS 9. SHEET METAL FLASHINGS & ROOFING - SHALL BE 16 OZ. COPPER AT ALL ROOF 16. WELL & PRESSURE TANK- PROVIDE SUBME UMP, 5" WELL 5" x 5' ALL STAINLESS STEEL SCREEN. 1/2 HP 13. PLATES - PROVIDE PLATES FOR ALL OUTLET BOXES (RECEPTACLES, SWITCH, TELEPHONE, BLANK OR REQUIRED BY PART. PENETRATIONS AND WALL/ROOF INTERSECTIONS, AND ROOFING. BOLT PENETRATIONS. STAINLESS STEEL PUMP. WELL-TROL WX- IVE AIR TANK, ALL BRASS INTERIOR PIPING, BOILER DRAIN, TANK TEE, COMBINATION), SMOOTH PLASTIC UREA (IVORY COLOR) UNLESS INDICATED OTHERWISE. MULTI-GANG 717.3 (6)(4) OF 10 TERMITE SHIELDS - SHALL BE .019" ALUM. WITH SEALANT JOINTS AT LAPS AND B CHECK VALVE, BALL VALVE, PRESSURE SWIT SSURE GAUGE, IRRIGATION TEE, AND ALL MISCELLANEOUS FITTINGS; SWITCHES, RECEPTACLES, ETC. SHALL BE IN A COMMON, ONE-PIECE PLATE. N.Y. STATE BUILDING CODE. PROVIDE SILL SEALER (POLYETHYLENE) UNDER CCA STILL PLATES. POLY 160 LB. TEST 1-1/4" SIZE EXTERIOR FROM PUMP TO PRESSURE TANK, TRENCHING, START UP, 14. FANS AND VENTING - BATHROOM VENTING TO THE BROAN FIXTURE MHS120L WITH LIGHT, DUCT AND EXTERIOR 11. FASCIA & WOOD TRIM - CLEAR CEDAR, SIZES AS PER DRAWINGS. AND ONE YEAR FULL GUARANTEE. WELL S AND INSTALLED BY OWNER. WEATHER CAP. SWITCH FANS AND LIGHT UNITS SEPARATELY AS SHOWN ON THE DRAWINGS. 12. SIDING - CLEAR CEDAR BEVEL SIDING WITH 4" EXPOSURE. 5/8" MINIMUM BUTT THICKNESS. INSTALL OVER 17. CONTRACTOR TO PROVIDE , INSTALL AND PROPANE PIPING FOR STOVE-OVEN, DRYER, FIRE PLACE AND B.B.O. 15. LIGHTING FIXTURES - LIGHTING FIXTURES TO BE LITHONIA, 2'x4' RECESSED FLUORESCENT SP FIXTURES WITH Al2 ACRYLIC. TYVEK ASE - 4" (TAPED). 1/4" RDI AND STAIN. OWNER TO PROVIDE LP TANKS DIFFUSERS. EMERGENCY LIGHTING - LITHONIA ELM2. 13. WALL BASE - 4" OAK WITH 1/4" RADIUS TOP EDGE. EXTERIOR LIGHTING - LITHONIA WPGW-La-28DTT WALL-PAK UNITS, BATHROOM FIXTURES - LITHONIA vas7-n-cEB. PROVIDE 3/� NR. FIRE 14. SUSPENSION CEILING SYSTEM - CERAMAGUARD CEILING MATERIAL IN 2' X 4' LAY IN METAL GRID 118. CLEANUP - CONTRACTOR TO CLEAN UP A LITERATURE, DAILY, ALL HIS WARRANTIES, AND INSTRUCTION STAND OWNER SYSTEM UTILIZING RESTRAINING CLIPS FOR ONE HOUR FIRE RATED CEILING SYSTEM, WHITE COLOR, AS 119' WASTE MATERIALS. 16. SECURITY, SOUND & FIRE PROTECTION RATED SEPARATION TO A. SECURITY SYSTEM - BY OWNER MANUFACTURED BY ARMSTRONG. INSTALL IN GARAGE AND MECHANICAL ROOM. B. FIRE AND SMOKE DETECTORS SHALL DE DIRECT WIRE WITH BATTERY BACKUP TYPE. PART. 717.3 (f) (1) OF 15. INSULATION - FIBERGLASS & RIGID INSULATION. BATTS WITH VAPOR BARRIER BY OWENS-CORNING, HVAC 17. POWER INTERRUIPTIONS - ALL REQUIRED POWER INTERRUPTIONS SHALL BE SCHEDULED WITH THE OWNER N.Y. STATE BUILDING CODE. THICKNESS AS FOLLOWS: REQUISITE FOR FINAL ACCEPTANCE AND PAYMENT A. 8"" - BETWEEN RAFTERS (VENT SPACE ABOVE) 12" ABOVE ATTIC CEILING (FIAT AREAS) AND THE LOCAL. UTILITY COMPANY. AS DELIVER TO THE OWNER TWO (2) COPIES IA CERTIFICATE FROM UL AND LOCAL AUTHORITY, B 6" - BETWEEN STUDS (6" PARTITIONS) (16" WIDTH) 1 . GENERAL - FURNISH ALL LABOR, ENT, PLANS, TOOLS AND SERVICES NECESSARY AND SHOWING ACCEPTABILITY OF WORK DONE LIN DER THIS CONTRACT. BETWEEN ADJACENT ROOMS - HORIZONTAL AND VERTICAL, UNFACED. REQUIRED FOR PROPER AND COM OF ALL HEATING, VENTILATING, AND AIR CONDITIONING 18. MANUALS - CONTRACTOR TO PROVIDE ALL PRODUCT LITERATURE, WARRANTIES, AND INSTRUCTION TO OWNER. C. 3-1/2" - BEUNDERWRITERS CERTIFICATE D. 5-1/2" BASEMENT CEILING AND FIRST FLOOR, UNFACED. SYSTEM AND RELATED WORK. HVA INCLUDE, BUT NOT BE LIMITED TO, AIR HANDLING, 16. DOORS AND WINDOWS VENTING, DUCTWORK, AND ALL SYS ING, VALVING, CONTROLS AND WIRING, ELECTRICAL 19. CLEANUP - CONTRACTOR TO CLEAN UP AND DISPOSE OF DAILY, ALL HIS TRADE RELATED DEBRIS AND REQUIRED A. INTERIOR DOORS, SOLID FLUSH PANEL, OAK VENEER. COORDINATION WITH ELECTRICAL C INE VOLTAGE WIRING, AND ALL NECESSARY DEVICES FOR WASTE MATERIALS. B. WINDOWS AND GLASS DOORS - ANDERSEN CO., PERMA-SHIELD HIGH PERFORMANCE - "SANDTONE" COMPLETE FULLY OPERATING SYST THE APPROPRIATE DRAWINGS. COLOR, ALL WITH SCREENS TO MATCH. PROVIDE EXTENSION JAMBS. (PROVIDE u,LTERNATE PRICE 2�. CODES - ALL WORK SHALL CONFO IREMENTS OF THE NEW YORK STATE UNIFORM FIRE FOR PELTA "PROLINE" SERIES WINDOWS.) IDE OPENINGS FOR C. DOOR FRAMES - TO BE MADE UP FROM 5/4" PINE WITH INTEGRAL STOP AND INTERIOR TRIM MADE UP FROM PREVENTION BUILDING CODE AND T NTY DEPARTMENT OF HEALTH. EMERGENCY ESCAPE AS 1/2" X 2-1/2" PINE. MITER ALL CUTS. 35. HEATING & COOLING SYSTEM - PR NDLERS, DUCTING, CONTROLS, CONDENSER UNITS, ETC. FOR A D. EXTERIOR ENTRY DOOR AND SIDE LIGHTS, SOLID WOOD DOOR, PRE-HUNG. SIMPSON MODEL AS COMPLETE HVAC SYSTEM AS SHOW GS If copper tubing is used REQUIRED BY PART. 714 OF SELECTED BY OWNER. CAULK EXTERIOR ALL AROUND. INSTALL DRIP CAP AND FLASHING AT HEAD (EXTERIOR). CONTRACTOR TO PROVIDE FABRICAT SUPPLY AND RETURN DUCTS, INCLUDING SIZING, ROUTING for water distributing N.Y. STATE BUILDING CODE. E. POCKET DOORS - SOLID CORE, OAK VENEER. JOHNSON HEAVY DUTY TRACK. AND SUPPORT TO SATISFY DIFFUSE ATIONS INDICATED ON DRAWINGS. NO WORK SHALL PROCEED F. WINDOW TRIM AND DOOR - 2" WIDE PERMA-SHIELD CASING TO MATCH WINDOW FRAME COLOR. WITHOUT THE APPROVAL OF THE F NGS BY THE ARCHITECT. AIR HANDLING UNIT TO system; piping shall be G GARAGE DOOR - FLUSH INSULATED CORE FIBERGLASS DOOR AS SELECTED BY 01^ITER. HAVE ITS OWN HW (GLYCOL) AND (SPLIT SYSTEM). ALL EQUIPMENT ITEMS TO BE EQUAL OR of types K or only BETTER IN QUALITY AND PERFORMA LISTED. 17. CAULKING - LEXCEL EXTERIOR; ACRYLIC LATEX INTERIOR. ,5a\` Ott) UNDERWRITERS CERTIFICATE 18. ADHESIVES - PL 500 AS MANUFACTURED BY CONTECH BRANDS (TO BE USED IN AD, cRING PLYWOOD ZONE 1: FIRST FLOOR (LIVING, DI UNDRY) REQUIRED PROVIDE SMOKE-DETECTING SUBFLOOR TO FLOOR JOISTS). AIR HANDLER - TWG-04 FM, 48,000 BTU H/W COIL, AC COIL. I N�RT/,W ALARM DEVICES 19. HARDWARE CONDENSER UNIT - TRA 8048, SEER I � 1673i2, /?OaD AS TO PART. 721.1 A. LOCKSETS - SCHLAGE LEVER TYPE, POLISHED CHROME FINISH. HOT WATER COIL - MAG HW, 2208 BTU OUTPUT B. HINGES - HAGER OR EQUAL - CHROME FINISH, REMOVABLE PINS. ZONE 2: FIRST FLOOR (MSTR B TH, W.I.C.) -z12, N.Y.S BUILDING CODE. C MISCELLANEOUS - STANLEY (DOOR TRACKS, CAB, PULLS, ETC.) AIR HANDLER - TWG 03 FM, 30,000 BTU H/W COIL; AC COIL. I Az- / \ PLUMBER CERTIFICATION D. STOPS - FLUSH BOLTS, PULLS, BUMPERS - IVES. I / 20. GYPSUM BOARD CONDENSER UNIT - TRA 8030 SEER Uz��. �'F.rs, ON LEAD CONTENT BEFORE A. INTERIOR WALLS AND CEILINGS, 1/2" THICK. TAPE AND SPACKLE ALL JOINTS. HOT WATER COIL - MAG HW, 2208 BTU OUTPUT I - I CERTIFICATE OF OCCUPANCY PROVIDE ANTI-SCALD AND/OF B. BATHROOM INTERIOR WALLS AND CEILINGS, 1/2" THICK WR, TAPE AND SPACKLE. ZONE 3: SECOND FLOOR (BED ATH, W.I.C.) mt C. BATHROOM 1 FOR SHOWER AND TUB SURROUNDS. AIR HANDLER - TWG 03 FM, 30,000 BTU H/W COIL, AC COIL. ar_ SOLDER USED IN WATER TNFRMALSNOCRPREVENTIr D. BASEMENT CEILING OVER HEATING UNIT - TYPE X, 5/8" THICK. CONDENSER UNIT - TRA B030 SEER I SUPPLY SYSTEM CANNOT DEVICES AS TO PART. 9071 21. CERAMIC FLOOR TILE & WALLBASE - AS SELECTED BY OWNER INSTALLED BY CONTRACTOR. HOT WATER COIL - MAG HW, 2208 BTU OUTPUT h N� I EXCEED 2/70 OF I%LEAD. N.Y. STATE BUILDING COT • 22. KITCHEN CABINETS & BATHROOM VANITIES - AWI CUSTOM QUALITY WITH CORIAN CCT_N7ER TOPS. 4, THERMOSTATS - THERMOSTATS SH OGLING, DAY/NIGHT SET BACK, DIGITAL, ELECTRONIC SUPPLIED AND INSTALLED BY OWNER TYPE WITH CLOCK. 23. PAINTING 5. DUCT WORK - DUCT WORK TO BE CCORDANCE WITH SMACNA STANDARDS INCLUDING t A. EXTERIOR WALLS - WOOD SIDING, FASCIA AND TRIM - CABOT'S TRANSPARENT STAIN, TWO (2) COATS. TRANSITIONS, BENDS, TAKE-OFFS, OR MINIMUM STATIC LOSSES. DUCT MATERIAL TO BE I i ml _ PLUMBING B. INTERIOR WALLS - ONE (1) COAT SEALER, TWO (2) COATS FLAT - COLOR AS SELECTED. BATHROOM - SATIN GALVANIZED SHEET METAL OF 26 INCHES WIDE AND 24 GAUGE ABOVE 24 INCHES WIDE. I �I'N &WATERLLL INE WASTE FINISH, BENJAMIN MOORE SEAMS AND JOINTS SHALL BE SUC IS NOT MORE THAN 3%. DUCTS SHALL HAVE RIGID I / I I p DO NOT PROCEED WITH A.�WA7ER LINES NEED C. ALL INTERIOR WOODWORK - ONE (1) COAT SEALER, TWO (2) COATS SATIN FINISH, POLY OR COLOR AS FIBERGLASS ACOUSTICAL AND THEIR CH THICK FOR SUPPLY AND 1/2 INCH FOR RETURN. FRAMING UNTIL SURVEY I TESTING SEVORE COVERING SELECTED. BENJAMIN MOORE. 6. FILTERS - FILTERS SHALL BE SPA 2200, HIGH EFFICIENCY UNITS. EIGHT INCH DEEP PLEATED UNIT, RATED AT 999 EFFI RON SIZE PARTICLES. r 50,9' I OF FOUNDATION LOCATION 24 BATHROOM O (2) TOWEL (SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR). 7. HUMIDIFIER - APRILAIRE, MODEL 5 INSTALLED ON RETURN SIDED AIR HANDLER, --�I400' Imp, a 5.30'Sp" E A. PROVIDE 6-INCH DIAMETER METAL ER FOR SUMMER OPERATION, AND LOCATE HUMIDISTAT 1 s 85'30'50" N Bs'sl'3° a HAS BEEN APPROVED. B TOILET PAPER DISPENSER - ONE (1)/BATH IMMEDIATELY ABOVE THERMOSTAT L WITH CONDENSATE DRAIN TO GRADE. C. ROBE HOOKS - ONE (1)/BATH 8. DIFFUSERS - SUPPLY DIFFUSERS COOLEY, FLOOR DIFFUSERS SHALL BE MODEL NO. 411. D. SHOWER DOORS - ONE (1) EACH RETURN GRILLS - RETURN GRILLS UMINUM LINEAR BLADE TYPE. I PERMIT REQUIRED FOR 25. CONTRACTOR TO SUPPLY AND INSTALL GAS FIRE PLACE, DIRECT VENT MODEL 5000TV AS MANUF. BY DIFFUSERS SHALL BE ADJUSTABLE TYPE WITH ENAMEL FINISH AS SELECTED. - ALARM SYSTEMS UNDER HEAT-N-GLO FIRE PLACE PRODUCTS. OWNER TO CHOOSE TRIM KIT, BLOWER OPTION REMOTE CONTROL 110. DUCT WORK - DUCT WORK TO BE E FREE FROM VIBRATION, AND SUPPORTED ON IQ I AND LOG STYLE. MAXIMUM 4 FT. CENTER. DUCT J ROPERLY SEALED 1 INCH ON EACH SIDE OF JOINTS. 0 h �O� QI ALARM LACY'' 26 CLEANUP - PROVIDE GENERAL CLEANUP OF PROJECT SITE DURING CONSTRUCTION, AND AT COMPLETION OF PROVIDE ISOLATION PADS FOR ALL WORK. PROJECT PROVIDE FINAL "MOVE IN" CLEANING OF WINDOWS, DOORS, FLOORS AND WOODWORK INCLUDING ANY 111. VOLUME DAMPERS - PROVIDE VOL R OTHER APPROVED AIR BALANCING DEVICE, WITH y PF20POBED BI NECESSARY PAINT TOUCHUP. INDICATING AND LOCKING QUADRAT OF SHOWN ON DRAWINGS, AT EACH FORM MAIN DUCT AT I BIIIBDIVI510N I I f �' , 27. GENERAL NOTES EACH DUCT TAKE-OFF, AND AT EA VIDUAL DIFFUSER OR REGISTER IN SUPPLY, RETURN OR I LUNE EXHAUST DUCTS. A. ALL WORK TO BE DONE IN ACCORDANCE WITH NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING 112. ACCESS DOORS - PROVIDE ACCES UIRED FOR COILS, FILTERS, DAMPERS, AND OTHER CODE, NEW YORK STATE ENERGY CONSERVATION CODE, AND THOSE OF ANY LOCAL_ GOVERNING AUTHORITY. EQUIPMENT THAT REQUIRE PERIODI ORS SHALL BE OF THE SAME MATERIAL AS THE DUCT WORK 9 _ s-B PROJECT STATISTICS �•`� • -� �A B. SOIL BEARING PRESSURE ASSUMED TO BE 4,000 PSP. AND CONSTRUCTED SO AS TO MIN �j- 585.3 '90"E -- m IB=.64' C. ALL FOOTINGS TO REST ON UNDISTURBED SOIL. 113. HEATING & AIR CONDITIONING SYS ND AIR CONDITIONING SYSTEM SHALL BED. PROVIDE ALL STEEL LINTELS, BOLTS, PLATES, GIRDERS AND FASTENERS AS REQUIRED. SHOP COAT ALL STEEL. COMPLETE WITH ALL NECESSARY ITEMS NORMALLY SUPPLIED. SUBSTITUTIONS OF E. STRUCTURAL STEEL SHALL COMPLY TO THE SPECIFICATIONS FOR DESIGN, FABRICAIION AND CONSTRUCTION OF ZI 5CHD I .� TAX MAP N0. SCTM 1000-55-2-5.1 STEEL FOR BUILDING OF THE A.LS C. ASTM A-36. EQUIPMENT SHALL BE APPROVED CONTRACTOR TO PROVIDE ONE YEAR FULL GUARANTEE OF SM1ITA wee` COMPLETE SYSTEM. j ey6TE ZONE AC F. ALL FRAMING AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL '14. COMPLETION - AT THE COMPLETI ALL EQUIPMENT COMPLETE WITH THEIR FITTINGS I ' DESIGN SPECIFICATIONS FOR STRESS GRADED LUMBER AND ITS FASTENINGS AS PUBLISHED BY THE SHALL BE PROPERLY CLEANED AN CLASS WORKING CONDITION. ALL DUCT WORK SHALL BE LEFT e0• N.F.P.A. CLEAN TO PREVENT SYSTEM DISTR AND DIRT. SYSTEM SHALL BE LEFT WITH CLEAN FILTERS. em'i le USE RESIDENCE - G. DOUBLE JOIST UNDER PARTITIONS WHICH RUN PARALLEL TO FLOOR JOISTS, AND AROUND OPENINGS. '15. MANUALS - CONTRACTOR TO PRO T LITERATURE, WARRANTEES, AND INSTRUCTION TO H. WOOD SILLS SHALL BE CCA TREATED, .40 PCF, KDAT 15. PROVIDE 1/2 INCH DIAMETER ANCHOR BOLTS AT OWNER. PROPwsED '�-�°".- v BUILDING SIZE FIRST FLOOR �„ 2,181- S.F. ) 6'-0" O.C. MAX. PROVIDE 2 BOLTS PER SILL PIECE MINIMUM AND PLACE 1 -0" FROM CORNERS MAX. 16. CLEANUP - CONTRACTOR TO CL SE OF DAILY, ALL HIS TRADE RELATED DEBRIS AND 4" ssroxr FRAl7E I role I. PROVIDE GALVANIZED 'TECO" CONNECTORS OF ALL BUTT STRUCTURAL CONNECTIONS. WASTE MATERIALS. IxESIoeNCE J CAULK OR FOAM ALL EXTERIOR WALL PLATE AND SHEATHING OPENINGS, PENETRATIONS OF ELECTRICAL, _ - - WELL ;�i tl1 SECOND FLOOR 1 ,443_ S.F, . PLUMBING, AND VENTING. _-- 'F� d \ BUILDING HEIGHT 28'-6" FT. MAX. K. PROVIDE ALL TEMPORARY RAILINGS AND SAFELY DEVICES FOR ALL TRADES DURING THE CONSTRUCTION OF THE IELECTRICAL " 76•=,' - e _ PROJECT. BUILDING CONSTRUCTION TYPE TYPE Sb - WOOD FRAME L. CONTRACTOR TO DO ALL PATCHING REQUIRED DUE TO NEW CONSTRUCTION. ALL PATCHING SHALL 1. GENERAL - FURNISH ALL LABOR, MENT, PLANS, TOOLS, AND SERVICES NECESSARY AND ��- J MATCH AND MEET FLUSH WITH ADJOINING SURFACES UNLESS NOTED OTHERWISE. REQUIRED FOR PROPER AND COM N OF ALL ELECTRICAL SYSTEMS AND RELATED WORK TO JM. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND DIMENSIONS AT THE SITE PRIOR TO CONSTRUCTION. INCLUDE, BUT NOT LIMITED TO, WI VICES, FEEDERS, DISTRIBUTION AND PROTECTION �� N. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS, EQUIPMENT, GROUNDING AND CON IPMENT BY OTHER TRADES. �� 7 0. ALL EXTERIOR NAILING SHALL BE STAINLESS STEEL OR HOT-DIPPED GALVANIZED. ;2. CODES: ALL WORK SHALL CONED IREMENTS OF THE NEW YORK STATE UNIFORM FIRE P USE ONE ROW OF 5/4" X 3" US CROSS BRIDGING FOR EACH 8'-D" OF SPAN. PREVENTION BUILDING CODE, NEW SERVATION CONSTRUCTION CODE, REQUIREMENTS OF VI/ARD ASSOCIATES, P.C. Q. PROVIDE ACCESS DOORS IN HOUSE FRAMING TO ACCESS ATTIC AND MECHANICAL EQUIPMENT. THE TOWN TR SOUTHOLD AND TH RICAL CODE NFPA N0, 70 LATEST EDITION (NEC). ----' 3. SERVICE ENTRANCE & EQUIPMENT , UNDERGROUND TYPE SERVICE AND INTERIOR PANEL. PLUMBING �4. METAL - PANELBTRIM BOX ARD TO THE TRADE OF CODE GAUGE SHEET m 15' 5A 1 ImO' METAL WITH STANDARD TRIM AND CE OR RECESSED PANEL BOX MOUNTING. THE BOX AND PLOT PLAN ARCHITECTS, LANDSCAPE ARCHITECTS, ENGINEERS L GENERAL - FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANS, TOOLS, AND SERVICES NECESSARY AND TRIM SHALL HAVE: scale: 1 60' SCALE: " = 50' 15M LAKELAND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL PLUMBING SYSTEM AND RELATED WORK TO INCLUDE CORROSION RESISTING PHOSPHAT FINISHED WITH FACTORY BAKED ON GRAY COLORED AVENUE BUT NOT BE LIMITED TO, WATER SUPPLY AND DISTRIBUTION PIPING, DRAINAGE PIPING, PLUMBING FIXTURES, ENAMEL PAINT. THE DOOR SHAL D HINGES, CYLINDER LOCK AND A FRAMED DIRECTORY CHART INFORMATION TAKEN FROM VALVES, TRAPS, WASTE AND VENT PIPING, INCLUDING ALL THEIR RESPECTIVE CONNECTIONS, DEVICES, UNDER CLEAR PLASTIC ON THE I OR. THE PANEL SECTIONS SHALL BE MOUNTED AWAY FROM 5URVEY DATED: NOV. 30, 1998 BOHEMIA, NEW YORK 11716 APPURTENANCES WITHIN THE BUILDING LINES OF THE PREMISES. PLUMBING FIXTURES SUPPLIED BY OWNER INCLUDE, THE BACK OF THE BOX, GUTTER ON BOTH SIDES, TOP AND BOTTOM IN KEEPING WITH CODE REV. JAN. 30, 1999 BY PECONIC ( 1) '�� BUT NOT TO BE LIMITED TO: LAVATORIES, SINKS, WATER CLOSETS, BATH TUBS, SHOWERS, AND HOSE BIBBS. RATQINGS FOR THETHE SERV Cfi VOLTA OR COCH Cl SHALL NVEN ENCE OUTLET E OF THE PLUG-ON CIR UMTS HWITH ALLSTANDARD SENSITVE SURVEYORS, P.C. PROVIDE NEW 1000 GALLON SANITARY SYSTEM IN ACCORDANCE WITH SCDHS. INSTANTANEOUS TRIP SETTINGS 0 10 TIMES THE BREAKER TRIP RATING TO PREVENT REPEATED fax (631) 563-4807 ARCING OF FRAYED APPLIANCE C PINE LOG SIDING, TYVEK, 24'-8" 12'-p" 31'-4" 3/4° PLYWD. '/x" EXT. GR PLYWD- SHEATHING 2x6 5TUD5 a 16" OC, R-19 INSUL, 5UBFLOOR W/ 1/4" Ih" GYP- E TYF. WALL 13'4" 4'-0" 14'4" UNDERLAYMENT SUB- FL. EL. p Ci 6HT. lDRIP CAP T/ GONG. - EL � '2- 9/,t r_.- 1 (I) 2x10 GGA. SILL�)(" �( �(� �C=> PLATE W/ '/2 9 (-) 2 )I _ ANCHOR BOLTS .'( jl_ X ) I' a 6'-0" O.C., TERMITE u SHIELD 4 SILL SEALER. --------- 2x12 FLOOR JOISTS CONT. BASE BAND --- ----- - 16" O.C. WITH a 4' 2 c0 5/4" x3" 4 BRIDGING II , CONT. FLASHING m --------- R43 INSULATION 5" THK CONC. MASONRY A-� WALL W/ "5 BARS m 48" O.G. l2) 2X8 . EXP. JOINT AND-� FILL CORES SOLID ¢ 3 �� 2"xb" JST. FILLER A-/v RIVER ROCK /I o 4" CONIC SLAB 1 ' CULTURED STONE ELEVATE HEATI 0 }/1" 6x6/10x10 FIN. GRADE APPLIANCES AS ., ; . , I _2_ --------_---------- WITH W.WF. r .. .. ._ _. .. _. ... -- �' ) .f : I ! I /. ' x — ` s N Y SLATERUIIDI -- ----- -- - -- -- ------ ------- --- ---- - - --- -- , e)(4) F I N CO i � 7. r GALV. OR BIT. COATED - i 1 L6x4xlix STEEL ANGLE -= r_--_-_ .� ___,I-__r ___r_ __�___ ___ __ ___ ____ ___ ___________ _ _ Z W/ ST. STL. EXP. ANCHOR (+)42" TA)ALL C*)42 m _ ` C SF" co �O O.C. o ELEV. - ( �_, STAGGERED i, = s (+) I'-11/x" 1 -' --------- I '- - �° 4x12 J015T5 Ib O.C. I - - a f 1 B� I' = 4' m "p 3 x6 3 x6 o _ M5 DOWELS s 24" O.C. TROWEL m - N - Q y - _ _ - \ Seal —� : APPLIED o _ 2/ 3.4 �, �� . U © 13:_4:: - '. -I__� 111 4 < g::l • 4:: I -� (+)18" x 1 I I I m _ � � 3 li i � i :li �I �� - -_- / - WIOX26 - GARAGE L- T/ CONC_ I 16 3$"i� SLAB m li 20'-T" rt - - I I = 1 A A I GFI _ Wp 2:-g:: 6'-e" 1 CELLAR `7i I o I GARAGE \ ui T/ CON(. 1.4, I. - XQ rV- DOOR S A III E2 EO. I ¶8 I - .. ____ -_ o v1 ti OPERATOR L B` -- - o U N d VARIES m - - f 1 I , I FOUNDATION WALL 6" I III ____ ____ __ I T/LAB 2 H- -- -- _ 1 _ I m m m � ] i - � r --�i Ir - 'j PROVIDE% HR. FIRE _ _-- (.5 2x11 A- 1 S E C T I O N _ _ PART TEPA ATIO 03 ` " v zxlz 1 WARD ASSOCIATES l r N.Y. STATE BUILDING - "� S10R. 5-8 o i 'P/ I T / 'II I SCALE: L' I'-0" = - - \ \ = (31 2x12 . I`K 5 - r / A-6 Landscape �►rchitecis. m = / \ - = --- -- - i rJ ArchRects Engineers Q 10' e I" HT. WATER TABLE \ li 'il :I - // 9 m r x6 AT DOOR Of UP - c ' LINE OF 12" THK��/// I _ 3/x,: DIA 1?. _ EE - 3/4" EXT. GR o '_. - -_ -- ____ ____ 1 r_ J = TES = SECTION I/A-1 = _ N.Y. 6 PLYWD. SUBFLOOR T-• ��" ., . IU ! 'I !81 4 = _ _ ( -�� _ FLOOR SLAB. S I '" �, - 1500 Lakeland Avenue COLUMN W/ OP fi ul - BASE PLA 11 i it \ -2 - (TYP. AT 4 -- :i 72) _- --_ - _ _ CORNERSII \ Do emia,631 563SUB- FL. EL. � 3 \ x II '1 - II =__ m- — - — ' 45 West Main Sheet i m,_0:: -r I I°r " x IF ML. (2.0) I. - I cv II u e Wle Falls, New York 13365 BOLTED '-0" O.r- r - _ L5x3xD315 TL. ANGLE I " ------ )! ?C )l�1 j1- ��^)l--)i )( �I. 4 (315) 823-4384 / 2x12 JOIStS mlb' O.C. T 111 = ' ' 2x12 J018T5 ml6" project title: _ - I (2) 2� it 2x12 FLOOR / J W8x21 STEEL-�+- JOISTS W/ 5/4" a. r-' c x3" 4 BRIDGING 6i r � / © 1 I / _ .I VERITY GIRDER - 1 11 ' =1 / / = .I 31/x" STEEL = _ r- RESIDENCE COLUMN W/ TOP 9 'i = - L7 - 4 BOTTOM PLATES - 31/x" DIA. STI_ 4" CONC, SLAB 1 4'-4°' ., �n r COLUt1P4 W/ TOP--I -� WITH 6x6/10x10 L-_J 4 BASE, PLATES W.WF. - 111 = ,1 (TYP.)TF 1 1 :�— 2x14 JOISTS Ole O.C. _ Q 1 !i x—x—x—KJ—rx—x -r m _III 7N ALL �I SOUTHOLD, NY � I i. .. ELEV. x ' ` .II drawing title: FOUNDATION POURED I V PLAN CONIC. FTG. -- 2:_b" (2) 2x10 ,m U 1 (2) 2x10 I 3 SECTION AT PIER - __ ------------ ----------- _ - _-_ __-- i (3J 2x v I C3I 2x10_-` 11 (3) 2x10__ _ I ___ ?__ L_ ` I J scALE: r' r-0" _ J drawn by: checked by: --------- --------- �/ xCe4 D.M. L.1-11=_ date: scale: 2 g.�Q 45 =/3ySs OC3/15/00 A5 NOTED A-6 l�x /Z' /325F drawing number. 2:_e:: 1 24:_8:: 12:-0:: 31:_4:: FOUNDATION PLAN 68' A- Jol AREA : 2,141 SF. 0 2' 4' 8' -- 1 CONSTRUCTION NOTES: 2'-6" x 2'-6" x 1'-3" POURED CONC. FOOTING. SCALE: 1/4" F-0" STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE 2 2x10 SPACED CGA CLEAT WITH 5HT. MTL FLASHING BOLTED WITH 5/8" ACCOMPANYING SPECIFICATION. UNLESS IT DIA. CORROSION RESISTANT EXPANSION ANCHORS AT 16" O.C. IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS STAGGERED. ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE ❑3 6" THK CONC. SLAB. PITCH AWAY FROM BOITTOM RISER AT I/4" PER FT. FULL EXTENT OF THE ALTERATION ON THE DRAWING ANI IN THE SPECIFICATION. LINE OF STEP. EXTEND 6" THK CONC. PAD LOTH HAUNCH AT BOTTOM STEP, TYP. FOR CONNECTION WITH GALV. CLIFF ANGLES TO CGA. ret. ❑0.: 200009.00 TREATED STRINGERS (INSIDE CONNECTIONS).'. I 0 o 2 0 o A-ro Ulfl 4 ----------------L---------- TILE __ ___ ___ _ ________________ A-6 r TW3 32 o 0 9 SEAT (-3) 2 x 9 _ --------------------------- ------- ________________'________ _ ----------------- _ , til •, 3) 2 DR -� „ `___ 2., TW3 42 3 UK, =R ! T L-- - / LV 2 32 03N .. 'r A-6 VENT I !"GF) w.o SH R B D M Q (3J 2"x10" HDR R. �________ ______ _______J i42, O \ m W l t N B I V11.,,v e a1 (2) 1'4��xI15/On V.P I � i � !H W .) 1+M2 ' �>�/ D O V � 3 m I b GF1MLzo ° 6.1 5 ( 2 R 7 0. ... ro"x6" POST - - - FROM STRUCT. d I / ? , I 07 - / RIDG-E ABO_V4.Em- x -b_ 0N _ 31�xi ' �G3'F-8 f ' (C. TILE) sx E 0 b0/!U 5/2"xl v�ryii + " A STRUCTU /� �m_ q— xw6 611 )� 12 eCEua : a r— a, sea]: W/ BLOCKING-L.C. L.C. 55 31/2 L.C.lO C. "-7, (LINOLEUM) x m "xl0" HD 0) m / OUTLINE 2 2' I'-I@' PANIRY� �., mi .., ,v> MAG. w CLINOL a DINING ROVE a 6e'S w� P.D. I- / 55. GQD DI G A 1 s I I - - (HDWDJ z N N � _ � / „ 1. 6 _3 b b" n -I C1 - — - d '^ W W.I. 2@�-4 3 FLOOR _ -L__ m OUTLET _ I A C a KI a a 11uu17 1 __ II ay W' N CCA ET 4x4 I"<, y (3) 2"x10" HDR. �' ,_ /_- _ �I i � b.. ' FIS 31 TANK p k =��j�=-�I b" 3'-I@" � 4„ (3) - I 411 , ^h Im L J bn - 3'-0" ' S'-I°" WARD ASSOCIATES --____ iW2 42 DHP m m UIJ( 4x4 r r .1 II --------------- IN-BIW [,- === _ � 9.andacapeArchRects, o I r________ QIP W1 STER ---------------------- -------- _-- -------- -- m BEDROOM v a ArchBects, Engineers _ _ __ ____ 1 w J - / ___ ___ CABLE m Iry 1 x ® D N 1500 Lakeland Avenue (CARPET) ~ FLOOR I ^ Bohemia,N.Y. 11716 /OUTLET a OUTLINE ,x( I --- -- WI0x26 (61) 563-4800 p /ABOVE W/ BLOCKING '� 1 Lie m L.C.L-c. I T J L / 45 West Main Street - - — - — - — _---- - -- - — /- Falls, New York 13365 GAS FIREPLACE - WI0x26 31/z" LC UNIT W/ GLASS W/ BLOCKING //%/ 9 i 3'/i" L.C. (315) 823-4384 DOORS �'r�.� , LIVING Q o - p ROOM ' ' I I project title: r I,r,, ^Y N (CARPET) 3mx ba / / / O VERITY ® ; ) N WALL ! RESIDENCE FLOOR / / m SCONCE p 0 ABOVE a x l !3I 2 ixl2" HDR W/ (3) 2"x12" HDR W/ `V x I m V r J \ (2) r2" PLYWD- s (2) �2" PLYWD. I '01 131-611 Oil I I SOUTHOLD, NY -- _ _- — -- - --7W30-DWI drawingtitle: _ 3042-18= TW30-DH —1 PORCH e - - - - - - - - '- :- FIRST I i =1 3) 2x10- I x0 FLOOR I (3) 22> 10 -°:,. '..- -- _ PLAN I I L____ - - - ------- ____II—___J _ I _____________ 10" MI LED ° ------- - _______ ° WOODICOLUMNS, TYP. I I I I 2 I A-6 drawn by: checked by: D.M. L.M.F. 6'-u" 3'-e" V-11" z'-9° a'-T' T-r' 8' 4" e'-r' T-4, date: scale: ¢ m y 0J/15/00 AS NOTED u I'-4.. 34'-@�� drawing number: Z5'- I w 32x g5.s�= /9S6sF E z n > = sza sr- 68'-8" x A_2of7 FIRST FLOOR PLAN �36Zs� o AREA : 2,181 SF. o STATE LAW PROHIBITS ANY PERSON FROM ALTERING I A- 2 NOTE. 0 2' 4' g' ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT rn I. ALL (3) 2X HEADERS TO BE BUILT OUT FLUSH I/2" THK PLYWOOD, TYP. IS UNDER THE DIRECTION OF A LICENSED SCALE: 1/4" 1'-0" ARE MADE THE LICENSED PROFESSIONAL 3 PROFESSIONAL. WHERE SUCH ALTERATIONS MUST SIGN, SEAL, DATE AND DESCRIBE THE NDRAWING AND/OR IN THE SPECIFICATION. I FULL EXTENT OF THE ALTERATION ON THE ref. no.; 200009.00 32'-0" 2._6.. 21',O'p 7-6" g_g4 14_g" 4 g_g i 2 luin TW342 TW3042 :o (3) 2"x10" HDR (3) 2"x10" HDR K, � I GUEST OFFICE ou _.. . ".._q i ...BEDROOM 04) (CARPED a °� s� (.rT \� m v (CARPET) 4-P All y. N m m l 3 m N N = o e seal: . . . . 2'-P' 4'-0' 2- a 55� ____ _ ___ _ I,I - i HALLS r L. r C SHELF / UNIT BY / Z(!CARF`ET)p F OWNER 4X4 N BATFlR M PULL A-6 I Rp DOWN — / Imo - 13 V - - - OPEN TO STAIR I n - (C. TILE �9 x / P x BELOW ELECTRICAL LEGEND 9 m MOTION -_____ -____ L'-l0" I' ii y_m„ m M n SENSING m 3 -_-- M IO N FLOOD WARD ASSOCIATES SYMBOL DESCRIPTION MANU. / CAT. NO. .qp LIGHTS - 4X4 -----�- ---- �� N I S� 's- FLOOD ______- _______ L GHT Landscape Pe ArchRect s, RIDGE) (SWITCUNDER HUBBEI. OR EQUAL __-__ RIDGE) Archttel Engineers 2 THREEWAY SWITCH HUBBEL OR EQUAL 4" 4'-0" 4" aDWD.) 5, 4 1500 Lakeland Avenue _ Bohemia, N.Y. 11716 FOUR WAY SWITCH HUBBEL OR EQUAL _ [[ `Pc DIMMER SWITCH HUBBEL OR EQUAL 69 ---- --- (631)563-4800 PILOT SWITCH HUBBEL OR EQUALall / __ DUPLEX OUTLET (4=FOURPLEX OUTLET) HUBBEL OR EQUAL 0 45 West Main Street v (.)42" 42 Little ttle Falls,New York 13 GFI GROUND FAULT INTERRUPT OUTLET HUBBEL OR EQUAL / I y _ BEDROOM / (315)823-4384 (byyp WATER PROOF OUTLET (GFI) HUBBEL OR EQUALq 01 HALF SWITCHED OUTLET HUBBEL OR EQUAL 00 0 =v (HDWD.J ./ / \ \ OO ~ project title: ® 220 V OUTLET HUBBEL OR EQUAL _µl}. 0 / '- 0 [' �F EXHAUST FAN (DUCTED TO EXTERIOR) 9 yx r, 0- /31'-0" U �—m - m ?( �: N N VERITY m - O JUNCTION BOX N B SMOKE DETECTOR W/ LIGHT 26'-0" 09 2'-6" 's 6" RESIDENCE CABLE TELEVISION OUTLET ♦ TELEPHONE OUTLET C3) 2x nO 6 ` X-( SURFACE MOUNTED FIXTURE 4 m WALL MOUNTED INCANDESCENT FIXTURE _ r3) 2"xl " HDR. �T�1 TJ TRACK LIGHTWG (#=NO. of FIXTURES) TW 4210 TW3621m TLU2421m FLUORESCENT FIXTURE I J A I SOUTHOLD, NY UNDER CABINET FLUORESCENT FIXTURE drawing title: EXPOSED BULB INCANDESCENT FIXTURE Q WALL SCONCE 2 � i SECURITY FLOODLIGHT A FLOOR SECOND — WIRING PLAN /z3ssF 21'-0" T-6" d la"wl n by: checked e Fed by: date: scale: 09/I5/DO AS NOTED drawing number: w SECOND FLOOR PLAN AREA : 1,443 S.F. E A- 3 NOTE: m z , I ALL (3) 2X HEADERS TO BE BUILT OUT FLUSH WITH 2 LAYERS OF lig" THK. PLYWOOD, TYP. Sof M SCALE: 1/4" = I'-0" 0 0 I STATE LAW PROHI TS ANY PERSON ACCOMPANYING SPECIFICATION. UNLESS BIFROMALTERING IT m ANYTHING ON THIS DRAWING AND/OR THE o, IS UNDER THE DIRECTION OF A LICENSED 3 PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE n DRAWING AND/OR IN THE SPECIFICATION. FULL E%TENT OF THE ALTERATION ON THE ref. no.: 200009.00 12 12 CLEAR CEDAR FASCIA LOUVER 1..{. CLEAR CEDAR FASCIA � —CEDAR BAND � 12 ALUM. DRIP EDGE 3� ` � ---- -- W/ DRIP CAP —�3 ALUM. DRIP EDGE CONT SHT. MTL. -- --- CONT SHT. MTL. _ STEP FLASHING - - IIII - -- -_ - --__ - STEP FLASHING -y -1 I I!rll, III'IliPl' � CEDAR SHINGLE - - - _-- --- IT„„, 3,,, , I, 11,1176. S 0,2' -- CEDAR SHINGLE SIDING CE CEDAR BAND --- 4” ALUM. GUTTER -�-- - W/ DRIP CAP 4” ALUM. GUTTER MILLED WOOD COLUMN VII' IIIIIIIIV IV IIII�IiIPI,IPIIII - 4" ALUM. DOWNSPOUT 4" ALUM. DOWNSPOUIT rl ® - - 2 2 III,112 1111'111 STONE CAF'------. JII1 IIT 3lS-� - 'IT 30 2 T 30 r2,� _ So01: 0 OUTLINE RIVER ROCK �I CE x10" , CULTURED STONE �IIYj 1 - _ __ _ _ -� OF CHIMNEY CEDAR BAND -- � BEYOND W/ DRIP CAP Ste- rr 11 Y I RIVER_ ` ROCK LTUREST OU1 ACD NE t -------------- of ❑ -IPJ ^ , -------------- I I I I I I I I I j II I I I I I I I I ___________________ r— __ ________ - - - - - - __- -- 11 WARD ASSOCIATES ---- --------------------------------------------------------------------------------------------------------------------------J Landscape Architects, ELEVATION Architects, Engineers 7500 Lakeland Avenue P - 4 0 2' 4' e' Bohemla, N.Y. 11716 (631) 563-4800 SCALE: 1/4" = 1'-0" 45 West Ma In Street LMtle Falls, New York 13365 x (315) 823-4384 12 COPPER d1tL,-' � project title: CLEAR CEDAR CRICKET ! IS `�{� FASCIAS ya 5/4"x!5" '7� VERITY 12 CEDAR BAND 5 'LL 1��, 12 RESIDENCE ALUM. DRIP EDGE - 3� W/ DFZIP CAP - - - !----�1=��:;r - �3 ALUM. DRIP EDGE CONT SHT. MTL. STEP FLASHING �� - �- _ ''IiIIIIIVII l - - - 1111116, pVII I, 11.1 I _) �-�� CONT SHT. MTL. 31 - I i STEP FLASHING Ti -- - �- - r PINE LOG SIDING _-14 . _ L I L . _ PINE LOG SIDING SQUTHULD, NY 5/4"x10" drawingtitle: CEDAR BAND ALUM. GUTTER W/ DRIP CAP --- - 6" ALUM. GUTTER - ELEVATIONS 1:2 _ II I, + �I l,( I -_ MILLED WOOD COLUMN 4" ALUM. DOWNSPOUT -- - IIII Ili, IIIIII Illiil t ;�� l - II III' - I I -CEDAR BAND - W/ DRIP GAP III `LS 1( Vu V IIII 4" ALUM. DOWNSPOUT OUTLINE III ` 2 42 T13oI� dIIIII _ _ 111111 ulllu' - :I STRUCTURE IIIIIu 111F uw BEYOND' x f _ - )�^i RIVER ROCK _ 5/4"x10" CULTURED STONE -- - - _ CEDAR BAND RIVER ROCK CULTURED STONE � I.�" Pdr.aMw.n by: checked ke d by. L.M.F_ GRADE w v date: scale: __ ---1 ----------- i 09/15/00 Q$ A O7ED ------------ drawing drawing number:------------ --- L-----2 __ _L_ ' w CONC. MASONRY p WALL � i I I I -4 m I L-- ----------------------- -----__ J ANYTHING PROHIBITS ITHISA DRAWING AND/ORTETIHE ACCOMPANYING UNLESS IT IS UNDER THE DIRECTION OF A LICENSED rn ELEVATION PROFESSIONAL. SPECIFICATION. SUICH AERATIONS ARE MADE THE LICENSED PROFESSIONAL �� MUST SIGN, SEAL, DATE AND DESCRIBE THE DRAWING AND/OR IN THE SPECIFICATION. A-4 � FULL EXTENT OF THE ALTERATION ON THE ■ a SCALE. 1/4" P-0" ref. no.: 200009.00 _I. V . .� V I 1_ '/'-it'll f, 12 12tl L` .rX;-� CLEAR COPPER CEDAR FASCIA �,-- CRICKET CLEAR CEDAR FASCIA 5/4"x8" CEEAR BAND 12 W/ DRIP CAP - - 1 �l `�"j- 12 ALUM. DRIP EDGE 3� i _}�:4�rr- -r �g �— ALUM. DRIP EDGE CONT $HA. MTL. CONT SHT. MTL. _ _ i �l,lL 1 i i uII '�1Iu6V�� I t 'T )I �'_ � �— STEP FLASHING / \ __ STEP FLASHING ENERGY CODE COMPL ANCE CONT. 51 MTL. \ STEP FLASHING - Illi Iilil f I� d ,i FINE G 61DNG THERMAL TABLE CEDAR BAND ) 1 '1 1% tAA. RATING USED \ VVI UU/ DRIP CAP - �) ( X - - A. ROOF + 19 6-3 6" ALUM. GUTTER _ _ _ �, \\ _ IIV� AFF&II1121�lI Illllli¢ _ — �r1SLa1 _ —� ---_ CEILING + 2 6-3 B. NET WALLS + 291 6-1 H y i, 6" ALUM. GUTTER PINE LOG BIDING IIIj til �l III C. GLAZING it _ — yll WINDOWS + 386-1 ' MILLED WOOD COLUMN DOORS + 2 6-1 4" ALUM. DOWNSPOUT - i11,11IIIIj ,rpV J�� ll9p p� i �l seal:ICS 4" ALUM. DOWNSPOUTSKY LIGHTS-V - - - I_' „TII 4 DI. FLOORS 0 6-3V-— �� STONE CAPE�Ill ,. � _ D2. BASEMENT/CELLAR WALLSTB 6 �' WALL PERIMETER RIVER ROCK EXPOSURE ABOVE GRADE _ _ 11 �.__ CULTURED STONE FEET _ _ WALL U-VALUE y.l RIVER ROCK DEPTH OF WALL U-VALUE 1 - - CULTURED STONE BELOW GRADE INCHES A i r__ GRADE D3. SLAB INSULATION moi, ------------- v� 1 SLAB PERIMETER FEET 1 ------- �- ------ ------------------------------- - -------------- 5/4"xIO" CEDAR -------------- - 1 �__________� 1 OUTLINE OF BAND W/ --- v INSULATION R-VALUE E. INFILTRATION CONTROL STRUCTURE DRIP CAP 1 CONDITIONED FLOOR AREA S0. FT. r-�-J-i BEYOND 1 IL_____J, t SEE 31A--I F. SOUTH FACING GLAZING 11/ I SOUTH GLASS/TOTAL GLASS PERCENT G1. AREA/GROSS WALL AREA FT T WARD ASSOCIATES — — — ____________________ ______________ CONDITIONED FLOOR AREA PERCENT Landscape Architects, ----- + 3sz Architects, Engineers ______________________________________________ -----------------i________________� TOTAL THERMAL RATING 1500 Lakeland Avenue Bohemia,N.Y. 11716 ELEVATION (631) 48M 45 West Main Street — O 2' d' S' Little Falls, New York 13365 61 (315) 823-4384 SCALE! 1/4" = P-O" project title: VERITY /4"VENT EXTENSION 12" MIN. RESIDENCE ABOVE ROOF LINE ��--3"x4" INCREASER TYP. �3,y 11.2 V _ _ 11, y TI"2 211V 1311 V 111,""y f'y�11,1"y drawing 0 t0,. NY WC r L L I f ABOVE ROOF LIGE 12" MIN. SECOND FLOOR /1 V � ��3"x4" INCREASER TYP. ELEVATION 2"W 2"W 3"V 111/1��y I'a V F I 4S 11, 'IV Ill'IV 11/2 1 IV 111/1��y Il'IV 3"y S L 2"y WASHDERY FLOOD L DW U1G T SAVER �� WC FIRST FLOOR SH / SH 2"W 111/,..W 2"W ic.0. 2"W 22"W 11/2"VA2-- U) 11112 -W 4"5 3" F.A.1 — 73" V 111 4"5 2"W drawn b c.O. 2' W c.o. c.o. y: checked by: 4..5 4"s 4"S D.M. L.M.F. Ie MIN. IC.O. 4" SANITARY 4"S09/15/00 A5 NOTED a"HousE TRAP drawing number: w 2 PLUMBING RISER DIAGRAM F 0 M A- 5 N.T.S. �45 of 7 M N O O STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE rn ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED rn PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND THE FULL EXTENT OF THE ALTERATIONT16N NTHE DRAWING AND/OR IN THE SPECIFICATION. 200009.00 CONT. RIDGE VENT oz n= ASPHALT SHINGLE -- ROOFING CONT SWT. MTL. -- BLIND FLASHING J ALUM. DRIP EDGE - - ALUM. DRIP EDGE CONT. RIDGE VENT oll $ _ 4" ALUM. GUTTER LINE OF 514T. MTL I uN IIV IV IV 11111'11 lu III - - - _ BLIND FLASHING I III hl - _ - ASPHALT SHINGLE ROOFING CONT SHT MTL - _- - ,ui 2u.!1!VI 3Ij.2 I �i� �''1 iIllIiI111I1I1 III III III1iI 11i1I�' -, III 'I I III�I- - \ \ -- I I 1 IIIIII 1V 111111111111 p11 1iI1I,I 111111i1 lIV Il lIir; I -- I 121 BLIND FLASHING Seal: I i DWP3O I I I 1 ALUM. DRIP EDGE MILLED WOOD - -- _ COLUMN 6" ALUM. GUTTER --- -- - BLIND FLASHING i x I' x Ir IH 12' 1_ 1-11��_r- Lll'� � f.i, 4" ALUM. DOU.NSPOUT ---------------------- - RIVER ROCK I I CULTURED STONE its WARD ASSOCIATES p1l GONG. MASONRY WALL GRADE "'Y� ________ _ - - Landscape Architects, H. xl&'-0" W. r--L 1-----i__________________i_____L_______________________1_____L__________________�.-___� — JArchitects Engineers ngineers SOLID WOOD PANEL r--� GARAGE DOOR r--L r__Lr-- -- - - i - - -------- r-- 1500 Lakeland Avenue ---- ------------------------- - ------ ------ ----------- ------ ---- -------- -- CONT. RIDGE VENT _ � BOt1erT11a, N.Y. 11716 9� FRONT ELEVATION 45W st�4 Street ASPHALT SHINGLE A- 6 0 2' 4' e' tittle Falls, New York 13365 — -- ROOFING (315) 823 4384 SCALE: 1/4" = r-O" project title: CONT SHT'. MTL. VERITY ALUM. DRIP EDGE BLIND FLASHING I� RESIDENCE -- - _ ALUM. DRIP EDGE '• 1 _ tl1h1 lliiiil',11I ul^ - .. - -- - Iii, CONT. RIDGE VENT ASPHALT SHINGLE ROOFING 9. .2 - _ - - --- "- -- --. - - ALUM. DRIP EDGE $OUTHOLD, NY CEDAR BANI'S - - y' _ wi 2RfP CAP— - __ �..,- - -- --- -_- _ _ -....___- 6" ALUM. GsUTTER - -- - -- - -- - drawing title: — — — --- - - -- ing - - - - _-- 6' ALUM. GUTTER _ ELEVATIONS PINE LOG SIDING 7 - J _ -- ------_- \ 2XIO -- - 4" ALUM. DOWNSPOUT ------- ------- \ CEDAR BAND \ W/ DRIP CAP _ - - - - ----- RIVER ROCK CULTURED STONE � �I ,� J,�I ,I , I _k, d ', drawn by: checked by: ______________________ - 4. ! ,S-` �. N d� ; _ ;• x 1 I GRADE �I , r - - - _ �___________--_------_----------__ -_______-_------__.-_________- ________-_-------_--------------------------______ _ . ---------- -- I 1 --------------�I� D.M. L.M.F. J date: scale: I I I 09/15/00 AS NOTED I I I I I I I I drawing number: I I I I I I I I I I N - - - - - - -EI- - r L bol ' ----------------------------------------------------------------------------------------------I � L--L-- - -] L- ---- 0 ------- ---------------------------------------------------------------- -If 0 STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE REAR ELEVATION ACCOMPANYING SPECIFICATION. UNLESS IT PROFESSIONAL.THE DIRECTION WHERETI SUCH ALTERATIONS IS UNDER THE DIRECTION OF A LICENSED ARE MADE T 0 2' 4' S' MUST SIGN, SEAL, DATE AND DESCRIBE THE 3 A- 6 FULL EXTTENTHOF PROFESED SSIONAL SON THE a DRAWING AND/OR IN THE SPECIFICATION. SCALE: 1/4" 1'-0" ref. no.: 200009.00 CONT. RIDGE VENT. BEADED VINYL BEADED VINYL °ie" GYP. VENTED SOFFIT, VENTED SOFFIT, BRD. _ �` TYP. TYP. XI RA ER s ®! j C 1 LOWER OUTLINE 4x8 CEILING TIES-' 'ULL DO JN S AIF 3 2nd. FLOOR CEILING 1 1 1 1 1 [-I-[- -1_I_CI_I_ UIA L1 -�ELEV. IN IT_0„ ASPHALT SHINGLES Lu L - -1- LL�L_u OVER 30" FELT ON � L1_L / u LLI LLL - / _ILL LLII DOUBLE-HUNG °�e" EXT, GRADE PLYWD. CONT. RIDGE VENT \ / I_u I_u LII / i-�i_IL_i..�li WINDOW. DRIP CONT. VENT LI--I-I-I CAP AND CAULK 2X12 RIDGE _ - LLLLL_I OPENING. RIDGE _1.1. 11 1 L -LLL 1111 / \ LI ' Y' -W v' . . V• f" 'V. v / A _ \ SJ �Ii INSULATION 5� si / \ 11 -1. 1 - BAFFLES Ial �_ _�� Ia / A A IL IL 2x6 COLLAR 2x6 COLLAR \J 1 _r _ _Y SECOND FLOOR TIES m 32" O.G. > TIES o 16" O.G. ELEV. l+) 9 -0" - irc- C yr<a -,ri; v., rr,�� y�,� CEILING "fv, 7ry.� v�, Yti -.vr:7f,r, CEILING //`` Td ✓ 7 "� :�� \ - - ELEV. C•) 8'-0",/ _ 11111 ' SU6UND ELEV O -0 ELEV. (+J 8'-0" �' R_ •-. r IN FLOOR 8 N BEADED VINYL -- i - ; �lat. F CEILING 38 INSULATION VENTED SOFFIT, SIDING ON "TYVEK" IIi1 1 1111 \ TYP PINE LOG STORAGE 11111411] vv �� ° LAUNDRY — DINING W.I.C. = W.I.C. O _ _ LIND e a i ,- a PINE LOG � 1 OVER °% ' EXT. GR. Ilugr;h l 10 1111,11 \ ® m ® ® j ® tD ® SIDINGONTYVEK" Seal: PLYWD., 2x6 STUD dulo uu1�1 d6..Id. . _ - � : OVER 'e" EXT. GR WALL W/ R-19 IN5UL. / i PLYWD., 2x6 STUD a 'z / WALL W/ R-19 I1,15UL. < .\ _'rP'• ?✓? ' Vh '" r1h� ' ",a. F'A; Vvl�r 4r`l ,vt/5 -rr i, x.7-\r ,`�', -vc.rn 'r!rr itt o.� +rr,^Inrnv r�r rn, x 7 _ h. , • ,v..r.. . ✓n,. y _ r RSTFLOOR FIRST FLOOR _ 0,_0ELEV ( 0FIRST FLOELEV. ( 'av-1 'vrarrf - .1 % ir-11 K 'nV9WELEVOR0h O RIVER ROCK / ; YVvry_✓ ;E. CULTURED STONE ,,, 1 ON 8" THK CONIC. WI0X26 OUTLINE 1 '^ / \ �. GIRDER v s' T '' / MASONRY WALL GIRDER OF STAIRS " RIVER ROCK \ - / \ OUTLINE CELLAR CULTURED STONE \ •�F n �' .%' / \ - ON 8" THK CONC. MO / \ > OF STAIRS Q; \ MECH. 18 MASONRY WALL 17 GARAGE 311/2" DIA_ r STL. COLUMN. 17 \ / 3'1" DIA. 16 :...1 \ / - ��il ._ STL.. COLUMN. / max— — .�-_ / " ' "' TOP OF SLAB TOP OF SLAB / TOP OF SLAB ,� I` - III --x, _N -,-z z — — �- ELEV. l ) B - 'i " _ELEV(-_) 8'-9i " - _ WARD ASSOCIATES . ______________________ J Landscape ArchBects, ELEV. CJ 9'-3" (H.P.7r______ � " . .� , �- _ ELEV. (J 9'-6" (L.P.) r _ Architects, Engineers T-__I --------------------------- _J_ _L _J J -------------- 1500 Lakeland Avenue Bohemla, N.Y. 11716 SECTION (631) 0 SECTION 3 45 West Maln street A J- 7 7 0 r 4' a' A- 7 0 2' 4' 8' LHfle Falls, New York 13365 (315)823-4384 - = CONT. .RIDGE VENTASPHALT SHINGLES SCALE: 1/4" - 1'-0" SCALE: I/4" 1'-0" OVER 300 FELT ON PrOJOCt fItIB: Y °'s" EXT. GRADE PLYWD. r •��;".; 12 �, 12 - �r. VERITY .L- 2x10 RAFTERS -1 _ - K �_ 6" R-30C WITH a 16" O.G. r INSULATION BAFFLES RESIDENCE R-35 INSULATION �� 1•I�I I R-38 INSULATION L NT 51i "x18" SL l20) ONT. VE .f- a P. G f 1I ij` STRUCTURAL RIDGE RIDGE 2 ASPHALT 5HINGLES IN ULATI WITH 3� %'- 4x8 CEILING TIES 2nd FLOOR GE OVER 30' - 3 2nd. FLOOR GE ILINGh INSULATION BAFFLES (LING FELT ON _ R 38 INSUL. ELEV. (J n'-0" 1� _ v n�,r ,✓-v : v . R-19 INSULATION R-19 IN ULATION ,-„L-v�,- ,ry ro�r,�✓ z.x 7 ELEV. (+) Il -0” °/a" EXT. GRADE PLYWD. P12 LATE INSULATIONTOP Z� rr � . • i, _ ELEVO(rPLATE GTP. YELEV. (016'-0„ BAFFLES SOUTHOLD, NY 1- INSULATION is GYPr k1' �I� jl t _ R-30C IN§U�� TIES aOI6°AO.C. BRD' II11V BEADED VINYL - IL_ BAFFLES drawing title: BEADED VINYL OFFICE CEILING 4 P B D-�_ IIIiII VENTED SOFFIT, —_ - - R-30C VENTED SOFFIT, @ 15 TYP ELEV. («) a'-0" TYP. CLEAR 0X10X26 WITH CLEAR CEDAR DOUBLE-HUNG IIV'I i11i1d SECTIONS CEDAR > - BLOCKING FASCIAS WINDOWS. DRIP ° I11V111V11111 oud111o6 BEADED VINYL FA5CIA5 °I1111i1111'Illll, OUTLINE CAP AND CAULK o II II 11'�'I VENTED SOFFIT, OF STAIRS OPENING, .STORAGE VIII II Iii1 '1:1'I� TYP. IdIVL FLOOR _ SECOND FLO R E . „ F_00 ,- _ IIIIIIII I' - - __ �_ - 11 I q ELEOND) SL-0 R C - �„ -r r.(t -r:n MV% ti ti, ' `+�^l J` .'v�7.'�• 'l Ay IIIIh1�� 1, „` ;✓V I"111 T`7e47v d. J ✓`7N?�n )-v''J'7 `r El-EV. (;_)_9_' O"- �� ANGLE BRACES/ 10 '1111111111 16V 1111'111111 1st FLOOR CEILING SOUND Ist. FLOOR CEILING 12 ,( TIES AT EAVE5 1111 50 D ii3i' 11111 Ii1111 f 1'111 Il�,i ____ _, ELEV. Ca) 8'_0„ �' .i g 16" O.C. 1/ - f INSUL TION LIMN I'1 Mill 1 l,u''I` ° Ilk]' INSULATION 91ia '� 1 PINE LOG 11 - 1 I,II III 1111 II IIID 111 11111111 t11f SIDING ON "TYVEK" FIRST FLOOR r� RIPER ROCK COLUMN MILLILED WOOD -01 -�_ IIVi 111 VIII III 1111111 i!,, 11111111 °I I'�,�, OVER °/ " EXT. GR ELEV. («J 0'-0" �' „ - - -, 7 v r.. - �. r r r .. r CULTURED STONE GI _0 \1_= I I DINING KITCHEN e r ., . •,1, >,, , T r? r V, b' J, p PLYWD., 2x6 STUD ' ' • _ UA11111 11111 III j�11 .,�IVVI - - --- -- ��_- - - --- �� ON 8" THK CONC. I/4" 5TL. Ip -� z. - { Ly" ,�- ' 1f MILLED II1;61IIIj1111i1i11II11Ij111111111 I,1 1 �� WALL W/ R-19 INSUL.GALV. BASE iVi' i1f III ViPiiulV 'u 11'Ii� m 1 MASONRYWALL CLEAR R-19 INSUL,I - LOG 1V1 - 1j1110EDAR - MIN. IIRX26STONE GAP ° GIRDER 1111�,�111 111111111111111111 1 1111 ,� FASCIAS — drawn by: checked by: � m1i1il11lu m WATERPROOFING Dil. L M F FIRST FLOOR _/`_ - =� �;�. ,U ) ' 1 - � ��FIRST FLOOR (2) I°4 ' x INa ' - OUTLINE . w ELEV. (.) D'-0" - - - _ M.L. 0) BOLTED SOF STAIRS GARAGE date: Scale: J. r� r ,o. ,yT^ �Y� ,rtia ry "7 (�� v`7 °t a, 7m.� �e7 ✓'" vTJ", Cx' ,t/, Ltr. , �,A� r �A�, -�� .,y r .x\y "J J v^✓ ;,..� P'M �x7. �� _ `r ELEV. Cd 0'_0,. AT 2'-0", •- 16 > 3Ua" UTA. �9/IS/�(U AS N�TEI] __ "- - STAIR LANDING L5'x3'x3e THK _ STL. COLUMN. - .r , ,r,� . __ PORCH FLOOR _ drawing umber. ELEV. (-) 0=5'ii" r ELEV. (-) 0'-5'iy" 5TL. ANGLE - n number: Y O. BARS s 32" . • - _. GIRDER \ TOP of SLAB h O.C. E GR OUTED w _ \ .. CORES OUTLINE STL, COLUMN. / _ �I E °' OF STAIRS CEO \ ELEV. l-) 9 -6" (L.P.) m ` ' "- j o 31i2" DIA T' 1B 31, „ DIA. �- 7 o 17 „> STL. COLUMN. / " o I I / TOP OF SLAB !' TOP OF SLAB _ - �- _ — - -q,1-- r„ 0o ELEV. (-) 8'-91ix" �^ -'-Ty' - -'rlr-,-, "n,-1 _n+ -'Tr" • ,I Wl IL STATE LAW PROHIBITS ANY PERSON FROM ALTERING L-----J ANYTHING ON THIS DRAWING AND/QR THE ACCOMPANYING SPECIFICATION. UNLESS IT SECTION4 SECTION IS UNDER THE DIRECTION OF A LICENSED 2 PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN SEAL DATE AND TION IBE THE E ON THE 0 2 4 8 A— 7 0 2 4 8 DRAWING AND/OR IN THE FULL EXTENT OF THE ALTESPECIFICATION. SCALE. 1/4" = I'-0" SCALE: 1/4" = I'-0" ref. no.: 200009.00 D � I p t ^A I Y GRADING 4 DRAINAGE NOTES: TEST HOLE 01 TEST HOLE III SA �I VAGE COI II U �OS I. ALL OFF-SITE FILL TO BE CLEAN GRANULAR SOILS FOR SUBGRADE. 9-13-00 2-26-0 (EL. 24ID) 0' 0' (EL.240) \ LONG ISLAND SOUNDA. General 2. TOPSOIL SHALL BE STRIPPED FROM ON-SITE SOURCES, STOCKPILED DARK BROWN DARK BROWN c C \ ON-SITE, AND REUSED TO PROVIDE A DEPTH OF 4" TO 6'L LOAM(OL) LOAM (OL) I. All drainage computations are based on a 2" (0.11) rainfall, with runoff coefficients (EL. 23.0) I' I' (Z 0 In conformance with the "Code of the Town of Southold - New York", latest edition. 3. PLACE FILL TO CONTROL STORMWATER RUNOFF FROM ROOFS BROLIN LOAMT (EL. 230) ti- 'F ,Fo. INTO DRAINAGE BASINS TO ACCOMODATE A 2" RAIN. ALL OTHER SITE CLAYEY SAND BROW LOAMY U10 B. Residential Structures rm;,r DRAINAGE RETAINED ON SITE AND PITCHED TO SOUTHEAST (BC) CLAY(BC) CORNER LOWW POINT. NT. (EL.212) 3' `n"•'�'vMt O \\ ,. cr•ar t;-•'� i ' s 270 SFI. Total Area (A) (EL,„ r k% •" .. /i . ucan1.00 2mD) ryw \1,�,�/ J 3. RalnFe 11 (R) 0.17 FT GWL C7 „• 4. Vol. Gap. Rsq'd. (Vc) ARC (2,31OX0-IlXL00) = 402.9 OF SIDENCE 6b' , Ea Iaj ; c: 's1 - S. Use 3 De's. Each DB 8' Dla. x 4' E.D. - 168.9 CF �` � 6. \Vol. Provided (Vp) _ (3X168.9) - 506.1 OF / / �" ;� :'� 3/ � rel f ,"/C>,• d0 "o-9 1. = 506.1 OF 2.9 CF = vc = OK BROUN BAND Seal: C. Woodland 4 Lawn WITH CLAY +y,�G La'4 ,� ,•,.,, I - �. j o - _ I. Woodland a. Total Area (Aw) 18,815 SF 0PZF. ,9 •\n., - J I\ i;,.,,� v r seg b. Runoff Coefficient (Cw) - OF NE K.^' c. Rainfall (R) .015 DE fw� .5 G. COQ, 0.11 FT c7'd. V ,4 d. vol. Cap. Re (VwJ (AwXRXCw) g _ 118,815X0.I1X0.015) = 239.9 OF 14' (EL 10,0) �_ y ; = 2. Lawn �� • SOIITHOL ,. e -C a. Total Area (AL) = 18,815 SF FINE tO COARSE ) ,� .+sr^., SAND rew 60 r`Wr' F, b. Runoff Coefficient (CL) = 0.115 FD 269 �,C!r ,.'.. G='1? i"'s"•' 1ti-�¢ '; ;A;„y:.,"„ `I�I�y�S c. Rainfall (R) = IT (EL. I.0) ° L� ,1'.>,." � p^ „llll`II I)" 0.11 FT I/� RDFESSIONP �: d. VoI. Cap. Reci'd. (VL) = (ALXRXCL) BROU"N %�""" ,r" .• , f ` %' , \' -a> `l (18,815X0.11X0.115) _ 559CLAY (CH).1 CF NO GROUNDWATER N Ek N ENCOUNTERED ( EDO 3. Woodland + Lawn a. VC vw + YL 0239.9 « 559.1) _ 199.6 CF \\.•.... : pl'xIfYE:a 1� � Af P F,1VYIlffPs re„rT,,., t,vr;.ltny 4. Provide dra!nage area low point (Ponding Area) S/E corner of parcel. Provide I DB (DB-4) at 4' O.D. x 6' EDD. NOTES: 14 ,S 0 U %' S. Vol. of Ponding Area - 1,250 OF I. DATA FOR TEST HOLE No I WAS OBTAINED 6. Vol. of D5-4 52.4 OF BY MARK McDONALD 1. Total Vol. Provided (Vp) _ (1,250 + 52.4) OF McDONALD GEOSCIENCE, 1302.4 GF SOUTHOLD, N.Y. 4 K E V MAP 8. Vic = 1302.4 Cr »199.6 OF = Vc OK 2 DA 2A FOOBTAINEDTESTHO LE BY JOHN T. METZGER, L.S. OF SOUTHOLD, N.Y. C_ 1 NOT TO SCALE REV. DESCRIPTION DATE (EL. -12.0) 36' WARD ASSOCIATES Landscape Architects, Architects, Engineers BROWN FINE 13 TO rOI SAND 1500 Lakeland Avenue H I (50 Bohemia, N.Y, 11716 N/D/F ward ¢ (_ (631) 563-4800 1E 21'1 TEST HOLE SCTM 1000-55-2-5,2 w p No. '1 > z 45 West Main Street S 85° „ E -� - _ _-- 26 - - - - a a EL. -Iem) 4r Little Falls, New York 13365 30 50 (315) 823-4384 �� ..� .. ...�..�,,,�,,�„� ._..^„d9J-A E _ _ � - - - - - - � TEST �HOLE�DA�TA L (U �'"" a - 5 ,-..."-'` 2 project title: o ; DB 02 293,27' z26 .Y (ll .t•� / i N•-'dam, _ - - -E C- 3117 I PROPOSED // // 4a 76 �e - - _ - _ - - - -- - - 24 � NOT TO SCALE _ VERITY o � I SANITARY 0o SYSTEM � _ - - - - - - ^� RESIDENCE CDI W / PROPOSED 35't LO SCTM 1000-55-25.1 _.l •q + 2 S T Y, (40,000 S.F.) I 0i FRAME HOUSE CD F.F. = 33.00 11 H / I MINI MN ht 22.1 FRAME 4 GRATE CS ~ / D5 #I + TREE D `- z 21.4 1 1 GRADE SOUTHOLD, NEW YORK drawing title: + sm'e F.F. ARA24 25 L _J mire) soup PIPE 223 �� 0 2.00% DOME. 1 + J I �" 21 1 0,3'S � .I GRADING I- 0,3'w / 26 I O'DB �3 0�\��A� � •• '. H = Zg TOP EL. 23.15 G� EOIL o AND 12" COLLAR / 24 21 O z , GLEAN SAND DRAINAGE WELL lfJ In v 4 GRAVEL, ALL PLAN / N 7r� AROUND AND 6 °�7'3po / SUJCD UNDER DB. / 22.1 3 DB sd (LP) o drawn by: checked by: «v TOP EL. 23_0 O� , 24 ICU _ date: scale: N/D/F Grigonis o m4/SIB/ml AS NOTED SCTM 1000-55-2-8.6 rte' �^'^'4• � drawing number: 1. .„w 4'A (DB_:J w PIPE E 0,2'N TEST HOLE 2,0'E /, - "I DRAINAGE B,4SIN TVP . INFORMATION TAKEN FROM 2967' I ( l - 10f N ` J SURVEY DATED, JAN, 29, 1999 � d REV, SEPT. 20, 2000 BY / \\ 23.3 PECONIC SURVEYORS, PIC. / + o / 1 tD T E PLAN L /t N / „ STATE LAW PROHIBITS ANY PERSON FROM ALTERING y. ryb p ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS 3 SCALE: 1 = 20'-0" MUST SIGN, SEAL, DATE AND DESCRIBE THE -o C- ARE MADE THE LICENSED PROFESSIONAL I FULL EXTENT OF THE ALTERATION ON THE DRAWING AIJD/OR IN THE SPECIFICATION. ref. no.: 200009.00