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Home My WebLink About35665-ZFORM 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. 35665 Z Date JUNE 23, 2010 Permission is hereby granted to: KEVIN & CLARE MILLER 10 WILDWOOD LANE EAST HILLS,NY 11557 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED GAP_AGE AND COVERED FRONT PORCH & REAR DECK AS APPLIED FOR at premises located at 600 WUNNEWETA RD CUTCHOGUE County Tax Map No. 473889 Section 104 Block 0011 Lot No. 013 pursuant to application dated JUNE 15, 2010 and approved by the Building Inspector to ex~pire on DECEMBER 23, 2011. Fee $ 1,930.40 Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.nct Examined ~'./~..~ ,20t O Approved ("~ ~'~, 20 ?o Disapproved a/c Expiration PERMIT NO. ~J~ ~, ,5~ Building Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water 0.~sessment F~n Mail to: / ct<c_& APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced belbre issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, lbr the construction of buildings, additions, or alterations or for removal or demo/lift'on as herein des%i~. The applicant agrees to comply with all applicable laws, ordinances, building code, housing cod, eS, and regulations., mfddo achnit authorized inspectors on premises and in building for necessary inspections. / ~ /7~ (Sig~:mre of appelant 'rO~ nan~ if a corr{Jratibn) (Mailing addres/'o f applicant) State whether applicant is owner, l~see, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Q~t/i ¥ -~//~" ,,,jf',://~ (As on the t~x roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. l. Locatiol~_of !and on whic~Rropose, d wo,:k w. ill~e done: ttouse Number Street County Tax M~ No, 1000/~ecti¢~ i, ~ g~ ~ Block ! [ Subdivision~ ,///~r~0 ~ ~ ~.~J'J~l~/t"/"7-riled Map No. I,~ L°tLot ~ 2. State existing use and occupancy of pre~i~e_s,and~ ~_ten~ed use and occupancy of proposed construction: a. Existing use and occupancy ~,4M~ , . b. Intended use and occupancy 'h'h~cO 3. Nature of work (check which applicable): New Building '~ Addition Repair Removal Demolition Other Work Estimated Cost '~3C~ Fee If dwelling, number of dwelling units If 9arage, number of cars Alteration (Description) (To be paid on filing t.his application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height_ Number of Stories Rear .Depth 8. .Depth Number of Stories 9. Size of lot: Front I[[' Rear ~:2~' Dept]a 10. Date of Purchase ~ 'q~ Name of Former Owne 11. Zone or use district in which premises are situated K"~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO"'/" ! 13. Will lot be re-graded? YES NO '~ Will excess fill be remo.v< 14. Names of Owner of~pk ..,ll~. ~ _4~ }~''~'' Address a~ NameName of Architect ~/~.,*~q~--~Ulff,4::::,, j..~ Address ofContrac-~ror ] ~ ,d[~f-~f4~, Address~ 15 a. Is this property within 100 feet ora tidal wetland or a freshwater SOUTHOL TOW b. Is this property within 300 feet of a tidal wetland? * YES · IF YES, D.E.C. PERMITS MAY BE REQUIRED. Dimensions of same structure with alterations or additions: Front Rear Depth. Height Number of Stories Dimensions of entire new construction: Front ~"OC' Rear ~"'c[--' ~ Height fr m pre~? YES NO'~ !~' g~'-l'~Phone No.~[~ --;~O t ~Phone tland? *YES 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ NO'~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF / S)S: ../-3 /~ ¢ '~~C '///~'~'x''~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing ~on[ract) above named, (S~ the ~ (Contractor, Agent, Co¢orate Officer, etc.) of said owner or owners, and is duly authorized to perfom or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work ~ be perfo~ed in the manner set fo~h in the application filed therewith. Swom to be~bre me this - ]~ dayof~ 20 /~/~ ~ ~ ~otaW Pub~ ' ~ ..... NO.01CA~2 Signature of Appli~ QUAL~IED IN SUFFOLK ~ONW_ APPEALS BOARD MEMBERS Ruth D. Oliva, Chairxvoman Gerard P. Goehringer Lydia A. Tortora Vincent Orlando James Dinizio, .Ir. It 5 (~ P.O. Box 1179 [~' ~ t~outhold, NY 11971-0959 ~'J ~,~g" ~. (631)765-1809 FINDINGS, DELIBE~TIONS AND DETERMINATION MEETING OF NOVEMBER 4, 2004 ZBA Ret. 5581 - KEVIN MILLER Property Location: 600 Wunneweta Road, Cutchogue; CTM 104-11-13. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 36,033.07 sq. ft. parcel has 100.49 ft. on Wunneweta Road, and is shown as Lot 297 on the Amended Map A of Nassau Point/Nassau Point Club Properties, Inc. BASIS OF APPLICATION: Building Department's May 28, 2004 Notice of Disapproval, citing Section 100-33 in its denial of a building permit to construct a garage proposed in a front yard rather than the code-required rear yard. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on September 14, 2004 and October 21, 2004 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant wishes to construct a 22.67' x 26.67' detached garage in front yard, 20 feet from the southerly side property line and 118.8 feet from fronl yard line, as shown on the J.A, Ingegno survey dated June 8, 2000, revised May 24, 2004. The height is shown at 18 feet to the top on the 5/21/04 plans prepared by Thomas E. Kosonen, R.A. OTHER INFORMATION: Building Permit #30260 issued 4/26~04 indicates authorization for construction of a new dwelling, to which the proposed accessory garage will be incidental. REASONS FOR BO,~RD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant seeks to construct a garage at a distance that far exceeds the minimum setback requirements of the code. This building Pa'ge 2 - November 4, 2004 ZB Ref. 5581 - Kevin Miller CTM Id: 104-11-13 will be much smaller than a size building that is allowed under the code, thereby reducing the impact that a large house could have if it were to be built utilizing the setback required by the code. The difficulty was not self-created. The topography of this lot is such that it has a steep increase in grade from the front lot line to approximately 100 feet into the lot. Building any structure closer to the front lot line will require expensive retaining walls and grading. Building the garage in the rear yard after setting the house back to avoid the steep grade will reduce the usable space in the rear yard and render the front yard useless. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance, because town code requires that accessory structures be constructed in the rear yard. Due to the topography of the lot, placing the garage in the required rear yard would reduce much of the usable space. The variance granted herein is not substantial. The minimum front yard for a principal structure in this zone in 40 feet. The applicant proposes to place the garage 118.8 feet from the front lot line. This represents nearly a 300% increase in the distance from the front lot line required by the code. No evidence was submitted during the hearing or in the written record to indicate that the grant of the vadance will have an adverse effect or impact on physical or environmental conditions in the neighborhood or district. Setting the garage and house back, away from the steep grade will require less disturbance to the physical and environmental conditions of the neighborhood, Grant of the relief requested is the minimum necessary and adequate the enable the applicant to enjoy the benefit of a detached garage, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION QF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Chairwoman Oliva, and duly carded, to GRANT the variance as applied for, as shown on the June 8, 2000 survey, amended May 24, 2004 by Joseph A. Ingegno, L.S. (and referring to the 5/21/04 plans prepared by Thomas E. Kosonen, R,A., SUBJECT TO THE FOLLOWING CONDITIONS: 1. That the south and east sides of the garage be landscaped with evergreen trees such as spruce or pine or similar), and be continuously maintained in good condition. This landscape buffer shall consist of evergreens at a minimum height of 6 feet, 4 to 6 ft. on center. Page 3 - November 4, 2004 ZB Ref. 5581 - Kevln Miller CTM Id: 104-11-13 2. That the Board reserves the right to inspect the landscaping for conformity to this decision. 3. That the utilities to the garage will include water for the purposes of a slop sink on the first floor, for normal and customary garage/cleaning purposes. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, selbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliv~.,{Chairwoman), Goehdnger, Tortora, Orlando, and Dinizio. This Resolution was duly adopted (5-0X .) _. ..[' ,.-{"') ~ Ruth D. Oliva, Chairwoman 12/1/04 Approved for Filing Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOGATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A District Section BlOCk CERTIFIED DY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION 1'1'~# / WORKASSF~SSM~NT [ Yes No .. theP e.? (Include Total Area of all Parcels located within ~ Generated by a Two (2'} Inch Rainfall on Site? the Scope of Work for Proposed Construction),~,iS.F./~o~s) f (This Item will include all run-off created by site b. What is the Total Area of Land C/eating --~t _ ~, L t ~, cleadng and/or construction activities as well as all and/or Ground Disturbance for the proposedi~~ Site Impmvernents and the permanent oreation of construction activity? impervious sudaces.) (s.~.,,~l 2 Does the Site Plan and/or Survey Show AIl Proposed Item shall include all Proposed Grade Changes and ~__~.~ Stopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey descdbe the erosion and sediment control practices that will be used to control site erosion and storm water discharges. This -- item must be maintained throughout the Entire Construction Pedod. 4 W/il this Project Require any Land Filling. Grading or Excavation where there is a change to the Natural ii Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5.000 S.F.)Square Feet of Ground Surfaco? 6 ~s there a Natural Water Course Running through the ~ ~_~ Site? Is this Project within the Trustees jurisdiction General DEC SWPpP Requirements: or within One Hundred (100') feet of a Weaand or -- Submissle~ of a SWPPP is required for all Construction activities levc~ving soil Beach? disturbances of one (t) or more acres; including disturbances of less than o~e acre that 7 Will there be Site preparation on Existing Grade S~opes are be~ of a lerger commo~ plan that v, tB uitimatuly disturb o~e or mom acres of rand; which Exceed Fifteen (15) feet of Vertical Rise to ~,~ Emleding Construction activities invoiving sal~ disturbances of less than one (1) acre where One Hundred (t00') of Horizontal Distance? the DEC has determined that a SPDES permit is required for sfom~ water discharges. SWPPP's Shall meet the Mlnlmum Requirements of the SPDES General Permit 8 Will Driveways. Parking Alas or other Impen4ous for Storm Water Discharges f~om Construct fon activity - Permit No. GP-0-t 0-00t .) Surfaces be Sloped to Direct Storm-Water Run-Off 1. The SWPPP shall he prepared prior to the submittal of the NOI. The NOl shall be into and/or in the direction of a Town dght-of-wey? STATE OF NEW YORK, ~ COTdN'13( OF --.,~,.....-/.1 ................. S~ (Na~ofindivtduals_i~tning~lga~ment) , J -- -1 '/./ , ~ //.,~'~/. And that/~he is the .... ~.~.....~....--~.._ .~_..~.....~.....~~_ .. ~;./~ ................................................... Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have performed the said work ~ to make and file this application; that all statcmen[s con~ained in this application are true to the best ~,'t~and that the work will be performed in the manner set forth in the application filed herewith. ~'~'~'- ~ Sworn to before me this; 2/' ~ ~.~, ,/~ / ................ ........ Nomy Public: .~..~....~~_.../'[..__d__.~~.....;Sk~ ST.~.'~.~...~[V.¥~.~...__/...-__..~_ (// v ~' ~ ~ V- ~-~ NO.01CA6026642 (*~gnatum ~App~'cant) ~ FORM - 06/10 OUn~.,r,=u ~. ,,u~u~.R COUNT~ COMMISSION EXPIRES JUNE j¢ ¢ //./.~TOWN OF SOUTHOLD PROPERTY RECORD CARD SEAS. LAND IMB. VL / TOTAL AGE L S W FARM DATE BUILDING CONDITION WPE OF BUILDING IcOMM. CB. MISC. Mkt. Value ~ NEW NORMAL I BELOW ABOVE ,rt.,il ~'~' ~ _ FARM Acre Value Per Value "~%¢ f'~"~". · A,:,e ,2. TilJa~ ~ 2 Til[oble 3 W~land Swomphnd FRONTAGE ON WATER Ho~e Plot DEPTH BULKH~D Tota~ DOCK LandAme d¢ Commonwealth Commonwealth Land Title Insurance Company 1399 Franklin Avenue, Suite 300 Garden City, NY 11530 phone: 516 741-4104 fax: 516 741 4296 April 16, 2010 Town of Southold P.O. Box 1179 Southold, NY 11971 Re: Title No. PMC0243S Dist 1000 Sec. 104.00 Block 011.000 Lot 013.000 To Whom It May Concern: Please be advised that Preferred Abstract Corp. is a duly authorized agent of Commonwealth Land Title Insurance Company and is authorized to issue title certifications. This letter remains in effect until we notify you to the contrary. If you have any questions in this regard, please feel free to call me at any time. Very truly yours, Vice President and Agency Service Manager REM/lo cc: Preferred Abstract Corp. O PREFERRED ABSTRACT CORPORATION 181 West/gain Street, Suite 200 · Babylon, NY 11702 Phone (631) 321 5S50 · Fax (631) 321-2992 COUNTY OF SUFFOLK) STATE OF NEW YORK) PREFERRED ABSTRACT CORP. hereby certifies to THE TOWN OF SOUTItOLD, that it has caused the records of the Suffolk County Clerks' Office to be searched to ascertain the chains of title to the subject premises described herein and all other premises adjoining same from the first deed prior to 04/23/57 to the date hereof. The attached chains of title represent the results of said search. This report is issued and accepted with the expressed condition that the liability of this Company is limited to the amount of fee paid. Subject premises are known and designated as: District: 1000 Section: 104.00 Block: 11.00 Lot: 013.000 Dated: 03/25/10 Title No.: PMC0243S Sworn to before me this \ C~"P'da~f 'ti, 2010 Notary Public SUSAN E. LIER Nota~ Public, State of New Y~ No. 01 LI6091486 C Qualified in Nassau Count~ , ommlsston Exp tee/kottt 28, ~10 [| B~dent / PoJi(~' Writinq A~enl for: Commonwealth Land 1 tile Insurance O )nlparly * Fidelity National l itJe Insurance ¢ omparly ol New York · [irsl American Title Insurance Company District 1000 Subject Premises Section 104 Block 11 Lot 13 Sigmond F. Sarnowski TO Ann Helen Samowski and Sophie Konieczny Dated Recorded Liber 6/30/1954 7/23/1954 3729 cp. 521 Sophie Konieczny Ann Helen Samowski and TO Winston A. Jagger and Lore A. Jagger, his wife Dated Recorded Liber 7/14/1965 7/27/1965 5788 cp. 55 Winston A. Jagger and Lore A. Jagger, his wife TO Louise Thacher Dated Recorded Liber 7/23/1973 8/3/1973 7459 cp. 216 Louise Thacher TO Rosemary A. Jarvie Dated Recorded Liber 1/7/1984 2/24/1984 9518 cp. 120 Rosemary A. Jarvie TO Gerald R. Lang and Bobble Kay Lang, his wife Dated Recorded Liber 10/17/2000 11/3/2000 12082 cp. 417 Gerald R. Lang and Bobble Kay Lang, his wife TO Kevin Miller and Clare Miller, his wife Last Deed of Record Sworn to before me this/"% Notary Public SUSAN E. LIER Notanj Public, State of New York No. 01 LI6091486 Qualified In Nassau Count~ Commission Expires April 28, 20 / I Dated Recorded Liber 10/22/2002 11/26/2002 12222 cp. 112 ilson District 1000 Chain of Title for Premises to the Northwest Section 1 04 Block 11 Lot Nassau Point Club Properties inc. TO William V, Duryee and Charles E. Hamilton Dated 1/21/1926 Recorded 1/26/1926 Liber 1162 cp. 597 Charles E. Hamilton and Mary E. Hamilton, his wife TO William V. Duryee Dated 10/9/1935 Recorded 11/25/1935 Liber 1839 cp. 593 William V. Duryee died on 06/01/46, File No. 332P1946 The North Fork Bank and Trust, John W, Duryee and Cornelia G. Duryee, as executors and trustees of William V. Duryee TO Philip Murphy and Nancy Murphy. his wife Dated 8/7/1959 Recorded 8/12/1959 Liber 4674 cp. 136 Philip J. Murphy and Nancy B. Murphy, his wife TO Victor Cierach Dated 7/11/1967 Recorded 7/25/1967 Liber 6191 cp. 160 Victor Cierach TO Edward J. Stero and Olga B. Stero, his wife Dated 8/16/1969 Recorded 9/10/1969 Liber 6620 cp. 241 Edward J. Stero and OIga B, Stero, his wife TO Thomas W. Ludlam and Consuelo G. Ludlam, his wife Dated 8/25/2003 Recorded 9/4/2003 Liber 12270 cp. 248 Last Deed of Record Sworn to before me tbl~ Notary Public SUSAN E. LIER Nota~7 Public, State of New York No. 01LI6091486 Qualified in Nassau County Commission Expires April 28, 213 ,/4,/' M~'[in J. Wilson Chain of Title for Premises to the Northwest District 1000 Section 104 Block 11 Lot 3 Nassau Point Club Properties Inc. Dated 1/21/1926 TO Recorded 1/26/1926 William V. Duryee and Liber 1162 cp. Charles E. Hamilton 597 Charles E. Hamilton and Mary E. Hamilton, his wife Dated 10/9/1935 TO Recorded 11/25/1935 William V. Duryee Liber 1839 cp. 593 William V. Duryee died on 06/01/46, File No. 332P1946 The North Fork Bank and Trust, John W. Duryee and Cornelia G. Duryee, as executors and trustees of William V. Duryee Dated TO Recorded Edna S. Mahler Liber 8/14/1963 8/29/1963 5405 cp. 489 Edna S. Mahler Dated 12/5/1966 TO Recorded 12/7/1966 Richard W. Mahler and Liber 6081 cp. Edna S. Mahler, his wife 249 No proof of death found for Edna S. Mahler Richard W. Mahler, as surviving tenant of Edna S. Mahler, deceased Dated TO Recorded Daniel N. Paisner and Liber Leslie Baliff, his wife 8/19/1987 9/9/1987 10413 cp, 249 Daniel N. Paisner and Leslie Baliff, his wife Dated TO Recorded Charles C. Carlson, Jr. and Liber Belinda B. Barton, his wife 7/19/1996 7/25/1996 11784 cp. 378 Charles C. Carlson, Jr. and Belinda B. Barton, his wife Dated 9/23/2002 TO Recorded 10/3/2002 Raymond Trevino Liber 12212 cp. 776 Raymond Trevino TO Catherine McCaffrey and Cornelius McCaffrey Catherine McCaffrey and Cornelius McCaffrey TO Catherine McCaffrey and Cornelius McCaffrey, tenants by the entirety Last Deed of Record Sworn to before me Notary Public SUSAN E. LIER Notary Public, State of New York No. 01 LI6091486 Qualified in Nassau County Commission Expires April 28, 20 Dated Recorded Liber Dated Recorded Liber 5/14/2004 7/29/2004 12333 cp, 9/25/2008 11/17/2008 12572 cp. By: 989 68 Martin J. Wilson District 1000 Stephen B. Hamilton Adele H. Sterling TO William H, Rowse, Jr. and Marguerite Rowse, his wife Chain of Title for Premises to the Northwest Section 104 Block 11 Lot 4 Dated 1/19/1957 Recorded 1/22/1957 Liber 4247 cp. 66 Chester F. Jacobs, County Treasurer TO Randolph Cowan (assessed to: William H. Rowse, Jr. and Marguerite Rowse, his wife) Dated 1/22/1964 Recorded 1/27/1964 Liber 5489 cp. 47 Randolph Cowan TO Ruth L. Cowan, as trustee for Susan Arnette Cowan, under trust agreement dated 6/1/64 and recorded in L. 5576 P. 237 Dated 7/9/1968 Recorded 7/11/1968 Liber 6379 cp. 465 Ruth L. Cowan, as trustee for Susan Arnette Cowan, under trust agreement dated 6/1/64 and recorded in L. 5576 P, 237 TO Upham Downs Corp. Dated 7/31/1973 Recorded 8/24/1973 Liber 7474 cp. 17 Upham Downs Corp. TO Highland Downs Corp. Dated 5/28/1976 Recorded 8/13/1976 Liber 8086 cp. 229 Highland Downs Corp. TO Walter Hildebrandt and Linda Hildebrandt, his wife Dated 10/31/1977 Recorded 11/10/1977 Liber 8341 cp. 206 Walter Hildebrandt died in Suffolk County on 12/26/97 File No. 46H1998 Linda Hildebrandt, individually and as survivin9 tenant of Walter Hildebrandt, deceased 12/28/97 TO Arnold Razummy and Robyn Glaser, his wife Last Deed of Record Notary Public SUSAN E. LIER Notar~ Public, State of New YDrk No. 01 LI6091486 Qualified in Nassau County . Commission Expires April 28, 2011 Dated Recorded Liber 6/25/20O7 12510 cp. By: 803 District 1000 Sigmond F. Sarnowski TO Ann Helen Sarnowski and Sophie Konieczny Chain of Title for Premises to the Southeast Section 104 Block 11 Dated 6/30/1954 Recorded 7/23/1954 Liber 3729 cp. Lot 14 521 Sophie Konieczny and Ann Helen Sarnowski TO Wilbur A. Baldwin Dated 2/7/1966 Recorded 2/11/1986 Liber 5910 cp. 136 Wilbur A. Baldwin TO Wilbur E. Baldwin and Olga E. Baldwin, his wife Dated 2/7/1973 Recorded 2/27/1973 Liber 7350 cp. 294 Wilbur E. Baldwin and Olga E. Baldwin, his wife TO Wilbur A. Baldwin Dated 6/23/1975 Recorded 6/25/1975 Liber 7862 cp. 22O Wilbur A. Baldwin TO Robert J. Patterson and Patdcia A. Patterson, his wife Dated 10/18/1983 Recorded 11/9/1983 Liber 9456 cp. 417 Robert J. Patterson and Patricia A. Patterson, his wife Dated 1/6/2000 TO Recorded 1/21/2000 Basil Asciutto Liber 12015 cp. 238 Last Deed of Record Sworn to before me thi,~,~ Nota~ Public SUSAN E. LIER Notary Public, State of New York No. 01 LI6091486 Qualified in Nassau County Commission Expires April 28, 20 District 1000 Raymond D. Tuthill TO Justin W. Kranz and Dorothea Kranz, his wife Chain of Title for Premises to the Southwest Section 111 Block 4 Lot 2.002 Dated 10/11/1956 Recorded 11/18/1950 Liber 3153 cp. 563 Justin W. Kranz and Dorothea Kranz, his wife TO James E. Rebman and Evelyn Rebman, his wife Dated 7/1/1977 Recorded 7/11/1977 Liber 8266 cp. 559 James E. Rebman and Evelyn Rebman, his wife TO Magdalen Crawford Dated 6/24/1998 Recorded 7/2/1998 Liber 11902 cp. 504 Last Deed of Record Sworn to befor~me this/'-"x Notary Public SUSAN E. LIER Notary Public, State of New York No. 01LI6091486 Qualified irt Nassau County Oommission Expires April 28, 20 1~0T SUFFOLK ODU~'NTY DEPART, viE'N-? OF [{EAL~ 3ERVICZ.~$ 'B'ROADWATERS ROAD GUARANTEED TO: KEVIN MILLER CLARE MILLER SURVEY OF LOT 297 AMENDED MAP A OF NASSAU POINT OWNED BY NASSAU POINT CLUB PROPERTIES, Inc. FILE No. 156 FILED AUGUST 16, 1922 SITUA TED A T NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 'i000-104-~-~3 SCALE 1"--40' JUNE 8, 2000 dULY 13, 2000 ADDED TOPOGRAPHICAL SURVEY SEPTEMBER 14, 2000 ADDED PROPOSED WATER SERVICE SEPTEMBER 19, 2002 ADDED PROPOSED HOUSE JUNE 24, 2005 RE-CERTIFY & REVISED PROPOSED SANITARY SYSTEM FEBRUARY ~6, 2004 REVISED PLOT PLAN FEBRUARY 22, 2004 REVISED PLOT PLAN MAY 24, 2004 ADDED PROP. GARAGE BACK ON PLAN SEPTEMBER 29, 2006 ADDED PROPOSED CLEANOUT JUNE 30, 2009 REVISE PROPOSED HOUSE AREA = 36,033.07 sq. fi. 0.827 ac. TEST HOLE DATA RECEIVED AUG 2 8 2OO9 SUFF. CO. HEALTH SERVICES OFFICE OF WASTEWATER MGT. Nathan Taft Corwin III Land Surveyor PHONE (6~1)727-2090 Fox (631)727-1727 2 x I0 K~. I I I I I I j~ I 2 × lO For s~alr Fromln~ on 6 mil vopor b2orrl~r and ~" campoc~¢ porous Fill (~) F~, ~or s~.alr Fromln% 2 x I0 L~. m Packs[ 0 St:~p ~oun~blon 2 Harlz. ~o I vor~lcol FOUNOATION PLAN I/4" = I'-OI' T PICAL unc4¢r sill, sill on hd¢~ol ~¢rmlt¢ ~hl¢ld I/2I' [~10. onchor bolts ~lIOll 0,~, 12" From sill ~nds, Min. ~l' lnOrdmrn~ onchor b2ol~. iALL ETAIL @ SLA5 ON GRADE Typ. ¢och pier F,¢, AspY f~oo~lnc 2xCO.. ~on~, 20 P. id ge vanb ?1 12 2 x 4 coll~r ~lrs @ ~.oo~ OonsL ~/4" E ~ood 91u¢c~ 2 x lO F~, I~" cc. T~plcol L .... J L_ J SECTLON 114" = I'-0" REScheck Sottwar~ Version 4.3,1 Compliance Certificate SYMBOL5 / ABB~EVIATION~ &T~UCTU~E / OENT~ LIN~ SMOle. E ~BT~OTO~5 CARBON ~ONOXIDB OBTEGTOR BXHAUST FAN OOLU~N UNDB~ POINT LOAO POINT LOAO HIN¢~D DOOR Project T~e: 600 WUNNEWt= IA. CLFFCHOGUE, NY 2~010 New YMk Enemy C~tIeW-~ t Cmmty. New yMk %~ Oomppr oo," In¢ ,-~ x 8" Foo~ln¢ ~/ (2) 'i~NOT PROCEED FRAMING UNTIL SURVEY OF EOUNDATiON LOCATION HAs BEE~ APPROVED. APPROVED AS NOTED DATE: ~ B.P, ~ ~ ~ ~ NO,FY BUILDING DEPARTMENT AT FOLLO~NG INSPECTIONS 1, FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2 ROUGH- FRAM NG PLUMS:NG. STRAPPING. ELECTRICAL A CAULKING 3 INSU~TION 4. FINAL - CONSTRUCTION & ELECTRIC~ MUST BE COMPLETE FOR 0.O. ALL CONSTRUCTION SHALL MEET~ REQUIREMENTS OF ThE CODES OF NEW YORK STATE NOT RESPONSIBLE F~ DESIGN OR CONSTRUCTION ER~8. RETAIN STORM WATER 11111 ...... 111111 ~R 236 0F THE TOWN COD~ OCCUPANC F,J. = FLOOR JOIST O.J, = CEILIN~ JOI~T O,T. = OOLLA~ TIES F.5, = FI~E~¢LA55 ~.~.. = ~OOF RA~T~ MIN. = MINIMUM PL~f, = BX. = ~XISTIN~ USE IS UNL, WITHOUT Cl CeI~ I: ~I~ 1 ~.ID (ZD 47 Will:Wc~lrra~e,~'o~. ~o t~O ~a 2m OF ~(" CODES OF NEW YORK STA~ & WATER LINE8 NEE~ ~ 6~ EQUIRED~, .E.~ ~.~ ~ ~. PLUMBER CERTIRCA T/ON ~DEEWR. n:vcn.riu~/: ON LEAD CONTENT BEFORE REQUIRED CERZIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPL,~ $~S TEM CANNOT ExcEED'~IOOF 1% LEAD. VICTOR CUNEO ARCHITECT P.C. 154 LAUREL ROAD EAST NORTHPORT, NY 11731 (631) 261- 2744 FICATE ;E 6OO kkU~N~'I'A GUTOHO~Uz, N'¢ / _o Hold Hold do~n 2XI2 (2) II '7/~" /VL~ 2 x lo ~d. 0 (2) 2 x I~'~ Doub21~ ~v~r~ o~h~r Plooe .jorst: ~lmlnq cjarocj¢ sl~¢, I/2" b~p¢ x hous~ ~ld¢ 2 x lO ~¢. I1="I (2) 2 x ~ 2 X 5 I~,~,, E x Hold Hold down I/~-'' = I'-0" ~2r'~2¢~ 420 LIvlmcj I~1~ No~¢, l~lndo~ Numlaor~ refer ~o Andersen 400 sprlos] u I 2 x I0 r,r. ~ 2 × '2x~cj. (2) 2 X 12 ~HP41052 Open to Dolo~ 4'-0" 2 x lO r.r. 2x8cd, E~h IA~Ir~ I IA¢4,¢ss I ~I~ Bodroom 2 -- 2 x fo r,r. 2x8cd. H Open 2xlO E × X ~'-4" B4'-O" FLOOR PLAN I/4" = I'-O'" Bonus ~oom SANITARY 5,, 2Ii %,,T 72'" I 4" [ 2Ii 0o~¢¢r ollo~ Pipe ASTN B 42, ASTM ~ 502. All droln, ~osb~ omo v~n~ ~l~in~ ond Flbtln~ motoriols 5 If. 5 ~he con~roc~ors himself ~lbn or ¢spec~ beglnn;n9 on~ ~ork oro¢¢r~ o~ Vrc~or Oun¢o the co¢~r'~h~ therein. or Pot the ~m,lure of ~nW them to corr~ oub the VICTOR CUNEO ARCHITECT P.C. 154 LAUREL ROAD EAST NORTHPORT, NY 11731 (631) 261- 2744 &OO 71UNNETA GUTCHOC~UE, NY ~/II/IO 114" = I'-0' 12 LEFT ~IDt= ELEVATION I l~l~g¢ VCn~ F,®, As~h~l~ 5hln~jl~ II I I Ir I ELEVATION F.® As~2hol; ~h[ncjl~5 12 IO JUBL JUSL Ft~,ONT 1 ELEVAT'LON q L I/4" = I'-0" 12 Moisture 5~op from ¢~vee edcj¢ ~o 2'-0" T~p, Emch Column T,O ~¢coad Floor ;Ir~ Floor %0, S¢conct Floor T,O. PIreb Floor 12 __ JUUL 3RFll- JLJL.JL_ -- ..... P,lqlqF t~.I®HT SIDE ELEVATION I/4" : r¢5¢rwo r,~hba, Incluomg VICTOR CUNEO ARCHITECT P.C. 154 LAUREL ROAD EAST N ORTHPORT, NY 1173 l (63 I) 261- 2744 xoO0 ~JNNETA AAh/ ',,%__.(9. F;ELD PANEL EDGES ZONE 1 ZONE 2 ZONE 5 ZONE 8" 0C, 12" 0C S" 0C 4" 0,C 4" 0,C, 6" 0,C, 3" 0.C, 5" 0,C. ROOF NAILIN® IVO MPH ~NINO ZONE (~ SE~ON~ ~LJSTS) USE I/2" ~X ROOF ~HEATHIN¢ FASTEN ~ITH ~ COMMON ~ALVANIZEO NAILS 2" X II I/2" ~A. - I~ATTE~N AS INOlOATED ]~ELOF~ ®lei x ZONE 5 ZONE 6 FIELD 12" 0,C, 12" 0C, PANEL EDGES 6" 0,C 6" 0,C ~HEATHIN® NAILIN® 120 ~PH P41N~ ZONE (D ~EOON~ CLJSTS) USE I/2" O~X ~NALL ¢HEATHIN~ PAST~N /NITH ¢~D COMMON ~ALVANIZEE; NAILS X II I/2" ~A, - PATTEF:.N AS INDIOATE~ BELO~I TYPIC, A1 FLOOR TO FLOOR TV'F=. foORGH GOLU~N ~ETAIL BI4" = I'-O' GEILIN® DP-.AGIN® GABLE END.ALL DEOTION ~ - AFPA PqOO~ F~.AME OON&T~UC, TION NIANUAL under 511J, @ I~" o.¢. OC, A sill an IvfCtol bCmrnig¢ shield 5/8" DIo. anchor bolb5 ~'-O" C.C. Prom sill ~nd~, ~rTn. q" Inbedmcnt onchor boll ~ALL SEOTION ~ - APtmA P400O F~AME OON~TRUCTION MANUAL \° HDSA Slmpaon Holdomn HOLE)OIAIN stud connected to 4 STU~ OF~TION 5 STUE) OF=TION HOLOOP4N D OR 4 STUO OF=TIONS VICTOR CUNEO ARCHITECT P.C. 154 LAUREL ROAD EAST NORTHPORT, NY 11731 (631) 261- 2744 SO0 PNUNNETA GUTCHO®UE, NY I/4" : I-O" hdole~ur¢ ~bOp unclcrlo~rncn~ IIn~ of bh~ hou~ I-I/4" 20 ~oao rldq¢ strop ~[~.h i'4fn, (,~) 8ct nolFs o~ch and (~) IO0 mammon nails each end NOTN: Alfcjn roof roftor~ ~lth Crmp~,~n H2,D e~ch r,r, ~o a~uci NOTE: Ail s~rc=ppfnc] shall b>¢ I [/4" x 20 ~o<~¢ "~lmpson" G~20 or ecq,ulvolonb. All sbroppincj ab I~" a,c, I-[14" 20 clacks sbrmp obboch lth (5) ad.oTis o ch end of s rop I-I/4" 20 qac ¢ ¢.rop at,ach Sim¢son L T4 ¢lm ¢ I&' o.c. From 12" From alii on~s, ~ln. ~" fn~edmont mnchor ~ol~, TYP!OAL ALL C>ETAIL SEC%ON 5 - AFPA YqOO~ FP. ANIE OONeTI~.LJGTION h4ANUAL NAILING SCHED LLE ROOF FRAMING JOINT DESCRIPTION NLIvlBER OF NAILS NAIL SPACING Rafter to top plate (toe nail) 4 -8d Common Per Joist Ceiling joist to top plate (toe nail) 4-8d Common Per joist Ceiling joist to parallel Rafter (face nailed) 4 - 16d Common Each lap Ceiling joist laps over partitions (face nailed) 4 - 16d Common Each lap Collar tie to Rafter (faced nailed) 3 - 10d Common Each connection Blocking to rafter (toe nailed) 2 -8d Each end Rim board to Rafter (end nailed) 2 - 16d Each end WALL FRAMING Top to Top plate (face nailed} 2 - 16d per foot Top plates at Intersections (face nailed) 4 -16d perJolnt/each side Stud to Stud (face nailed) 2 -16d 24" o.c, Header to Header (face nailed) t6d 16" C.C. along edges Top or Bottom Plate to Stud (end nailed) 2- 16d per 2 x 4 stud 3 - 16d per 2 x 6 stud 4 - 16d per 2 x 8 stud Bottom plate to FIr.Jst, Bandjst, EndJst or Biking (face nail) 2-16d per foot FLOOR FRAMING Joist to sill, top plate or girder (toe nailed) 4 - 8d per joist Bridging to joist (toe nailed) 2 - 8d each and Blocking to joist (toe nailed) 2 - 8d each end Blcoklng to sill or top plate (toe nailed) 3 - 16d each block Ledger strip to beam (face nailed) 3 - 16d each Joist Joist on ledger to Beam (toe nailed) 3-8d per Joist Band joist to joist ( end nailed) 3 - 16d per joist Band joist to sill or top plate ( toe nailed) 2 - 16d per foot ROOF SHEATHING Structural panels interior zone 8d 6" Edge / 12" Field Structural panels perimeter edge zone 8d CEILING SHEATHING Gypsum Wallboard 5d coolers 6" Edge I 6" Field 7" Edge / 10" Field WALL SHEATHING Structural Panels 4' Edge zone 8d 6" Edge / 12" Field Structural panels Interior Zone 8d 6" Edge / 12" Field Gypsum wallboard Structural Panels 1" or less 5d coolers FLOOR SHEATHING 8d 7" Edge / 10" Field 6" Edge / 12" Field Strctural panels greater than 1" 10d 6" Edge / 6" Field Notes and Specifications It is the contractor's responsibility to keep this construction document on site at all times. It la also the contractor's responsibility to read all notes, specification and be familiarized with the plans prior to work. General: 1, No work to start until approved plans are obtained from the building department, 2. Air construction shall be performed In a workmen like manner, All dimensions, conditions and applicable information of existing site shall be field verified 'by general contractor. 3. All work shall conform to national, state, and local codes and e authorities having j urisdiction. 4. All unnoted or non-visible easements are the responsibility of the owner/builder. 5. Any omissions or discrepancies of plans and/or job conditions shall be clarified with the architect/engineer before proceeding with the work ; 8, No deviations or changes to the structural system shall be made unless approved by the architect/engineer, 7. Contractor to verify dimensions of foundation with floor plans before the start of framing. 8. Dry wells to be Installed as required by state and local codes 9, Do not scale drawings, written dimensions take precedence 10. Builders are responsible for all inspections, approvals, certificates, cert. of occupancy or completion and ML, approval. 11. This set of drawings Is the properly of Victor Cuceo, Architect, 12. The contractor shall obtain all Inspections necessary for a certificate of occupancy. 13. The contractor shall keep premises reasonably clean at all times, At the completion of work, the contractor shall remove all rubbish, waste materials, tools, etc., clean glass and leave work floor clean. 14. The contractor shall carry workman's compensation and general liability insurance, All shall comply with state and local codes and ordinances. 15, The contractor should fully guarantee his work and the work of the sub-contractors for a period of at least one year after completion of project. 16, The contractor shall indemnify and hold harmless the owner, architect/engineer and their agents and employees from and agalnst all claims, damages, loses and expenses, including attorney's fees arising out of or resulting from the performance of the work provided that any such claim, damage, loss or expense ia) Is attributable to bodily Injury, sickness, disease or death or to injury to or destruction of tangible property (other than the work itself including the loss or use resulting there from), (B) is caused in whole or In part by any negligent act of omission of tho contractor, any subcontractor, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable regardless of whether or not is caused In part by a party indemnified hereunder. 17. All materials, assemblies, and method of construction including but not limited to form- work, block-work, framing, nailing, placing of concrete, etc. are to be carefully supervised by the contractor to be sure they are in accordance with the drawings, specifications, applicable codes and good practice. Deviations from the drawings and specifications will not be permitted without written authorization of the architect/engineer, 18, The contractor shall be responsible for any shop drawings needed, unless otherwise specified, All dimensions and conditions pertaining are to be field verified. 19. Contractor to remove and relocate as required all existing work which Interferes with new construction in a workmen like manner 20.All materials are to be installed as I~er manufacturer's specifications, unless noted otherwise. Foundation Concrete and Masonry 1. Contractors to veri~ all dimensions of existing foundation as it applies to the new work being performed and shall coordinate the sub-contractom in such a manner to assure that the conditions of the first end second floors are taken into account, 2. Ail footings to bear on firm, virgin, undisturbed soil 3, Soil to have min, bearing capacity of (1) Dn/sq. ft 4. Footings to rest a min. of 3'-0" below gra%, unless ethe~ise noted, 5. Walls to be poured concrete of size shown on drawings. 6. No back fill shall be placed against founOetion walls until 1 tier of framing is in place. 7. Footings to poured concrete of size sho'rh on drawings. 8. All openings for beam pockets, utilities, etc. to be filled solid with concrete, 9. Anchor bolts shall be In accordance with page foundation plan and details, 10, All concrete to have an ultimate compressive strength at 28 days of 3,000 P.S.I, 11. Extedor slabs, garage slabs, and steps shall be 3500 psi. 12. Concrete slabs to rest on rain, of 6" fine gravel or sand with 6 mil. Polyethylene vapor barrier under occupied space. 13, Flash all joints where slab abuts framing. 14, Apply (1) coat of tar based waterproofing to exterior of found from footing to 2" above finish grade, 15, No concrete or masonry work is to be performed In temperatures of 40°F and falling, unless approved by amhitect/englneer. No concrete shall be placed on frozen surfaces, 16. No additives shall be placed in concrete unless specified by architect/engineer. 17, Provide bituminous joints between slabs and foundation walls and where ever applicable, 18, Unless otherwise indicated, all foundation footings are to be a mln, 10" deep projecting 6" on each side of the foundation wall. Provide two ~ deformed bars continuous in the footing. All 4" thick concrete slabs to have 6 x 6 10/10 welded wire reinforcing Insulation: 1, All exterior walls and roofs shall be insulated with foil faced fiberglass bee insulation by john Manville or approved equal foil to be placed toward warm side, 2, Generally, unless noted otherwise, insulate as follow: 9" R-30 for flat ceilings 8,25" R-30C for vaulted and cathedral ceilings 3,6" R-13 for 2"x4" wall construction 5,25" R-19 for 2"x6" wall construction 5,25" R-19 for floors CamenUy: 1. All lumber shall be Douglas fir larch ¢2 and better (Fb = 875) unless otherwise noted, 2. All lumber In crawl spaces to be 18" above scratch coat. Maintain 8" min. foundation exposure, 3. Sills to be ACQ and securely flashed with a termite shield. Aisc provide sill seal/insulation. Size of sill to be (2) 2" x 6" unless (1) 2" x 6" is necessary to match floor heights with the existing structure. 4. At flush framing use 16 gage metal joists hangers by "Taco" or equal. 5. Minimum, double headers and trimmers nround all openings In floors, roofs, and walls, 6. Double all joists under parallel partitions, posts, and bath tubs. 7, All beams, girders, etc. to have min, of 2" bearing 8. Min, header to be (2) 2" x 10" unless cthenNise noted. 9. All wood sills and wood in contact with masonry/concrete to be ACQ treated. 10, All exterior sheathing shall be nailed as per fastening schedule. Generally, sheathing is of %" thickness on walls and roof and [s of cdx grade, unless otherwise noted. See floor plans for additional nailing or different nailing requirements when applicable. 11. Sub flooring, generally, to be of'/d' inch thickness and of cdx grade nailing as per fastening schedule and glued. 12. Exterior sheathing to be covered with 'tyvek" house wrap or approved equal, Ground Snow Loa'¢ Wind Speed ,¢/eismic Design category · 45 PSF i 20 ' PH/'1 SDC - C I Sds < 0.50 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Weathering Frost depth Termite Severe 3 -0 Moderate to Heavy Decay Winter Design Tamp Slight to 11 Moderate Degrees 1. CODE: Structu'r - haffbe designed and built according to the AF&PA WFCM (Wood Frame Construction Manual for One and Two Family Dwellings) 1995 2. NYS Residential Code 1, Block exterior stud walls at half story heights and at unsupported edges of exterior sheathing 2. Provide cross bracing at Joists, studs, and rafters when spans exceed 8'-0" 3, Top plates to be doubled and lapped at corners. 4, Apply all conditions addressed in fastening schedule as necessary. 5. Provide all nailing and strapping as per the drawings and as required by codes. 6, Al "wet wall" parallel to Jolsts frame double joist as per code, Generally, separate double joist the thickness of wall above. Sub fleer shall never exceed a 16" span, 7. At rough openings provide all applicable nailing and strapping. Glazing, windows and doors: 1. All glass to be insulated Iow-E. Unless otherwise specified. 2. Glass doors and windows shall not be installed until proper clearances and provided, 3, All sliding glass doors, skylights, and any glass unit installed within 18" of finished floor shall be of insulated tempered glass unless otherwise noted. 4. All glass units shall be installed in strict accordance with manufacturer's specifications. 5. Air windows to be caulked and sealed as per New York State energy conservation code. 6. Provide flashing pans under all sliding glass doors, windows, or any other type of glass unit when within 6" of an exterior surface, 7. All exterior doors are to be weathered stripped and provide all screens and hardware necessary for proper function of such units. 8. All glass Is to be free of scratches and imperfections. Glass should be guaranteed by the manufacturer for a period of 5 years. 9. All windows to be Andersen unless otherwise noted, If contractor is to substitute with another window manufacturer it ia the responsibility of the contractor to verify that the characteristics of the window match the characteristics of the Andersen window specified. The characteristics are as follows, but not limited to: Design pressure, rough opening, u- factor, light area, vent area, and egress requirements, Gypsum wallboard: 1. Gypsum wall board systems shall be of a tape joint and joint compound method. 2. All gypsum board shall be ~" on walls and ceiling, unless otherwise noted. Water resistant (V~R.) at bathrooms and where deemed applicable. 3. 5/8"; one hour rated, type 'X' gypsum board on ceiling and walls (where applicable) at heat producing equipment to extend three feet in each direction beyond the unit(s). Aisc at heat producing equipment, concrete floor or if placed on wood frame, install concrete panels of 518" thickness minimum. 4, Finish joints, j-beads, nail dimples, corners, and edges shall be taped and receive three coats of joint compound. Allow 24 hou?sto dry between coats. Final coat to be sanded smooth, 5. Metal corner bead to be used on all outside corners end around all openings. 6. Fasten gypsum board as per fastening schedule. Asphalt roofing shlnglel: 1, All sloped roofing shingles shall be GAF-class-a asphalt roofing shingles or approved equal, 2. Shingles shall be applied over 15# building felt, Unless other noted. Aisc apply GAF- weather-watch ice and water barrier 2 feet from eaves, valleys, and flashing. 3. Provide flashing necessary for water tight and weatherproof construction, 4. Roofing is to be applied in strict accordance with manufacturer's specifications 5, Nailing of roofing shall be to code, Site work: 1, Stakeout Is to be performed by a licensed surveyor, or by qualified sub-contractor, 2. Verify all given data on drawings. If there is adiscrepancy, receive clarification form architect/engineer prior to proceeding, 3, Excavate and back fill for work indicated on drawings. Stockpile topsoil obtained from stripping driveway and building site. Stockpile all excavated materials, 4, New and existing back fill material Is to be free of weeds, tree roots, rocks, and debris. All surplus material that Is unsuitable for back fill material shall be removed from site. Minimum Uniformly Distributed Design Loads Use Live Load Dead Load Exterior Balconies 60 PSF 15 PSF Decks 40 PSF 15 PSF Attics without storage 10 PSF 15 PSF (Roof below 3 pitch} Attica with storage 20 PSF 15 PSF (Roof above 3 pitch) Rooms other than sleeping 40 PSF 15 PSF Sleeping Rooms 30 PSF 15 PSF Stairs 40 PSF 15 PSF Guardrails and Handrails 200PSF 15 PSF Roof loading 45 PSF 12 PSF for attic 15 PSF for Cathedral cig, Struclural Member Allowable Deflection Ratters slopes greater than 3/12 No finished cig. Attached L / 180 Interior walls and partitions I4d 180 Floors ~nd plastered cig. L/360 All other structural members L/240 Ext. walls with plaster or stucco HJ 360 Ext. walls - wind loads with brittle finish L/240 Ext. walls - wind loads with flexible finishes L1120 EXT~I~.IOP. ~qlN~OY, I AN~ HEAPEd-. OPENINg5. Roof rmfbore I/4" X 20 ®A TYPICAL / SILL ST .APPIN® Z ET. VICTOR CUNEO ARCHITECT P.C. 154 LAUREL ROAD EAST NORTHPORT, NY 11731 (631) 261- 2744 0OO / UNNETA