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HomeMy WebLinkAbout33440-ZFORM NO. 4 TOWN OF SOUTEOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34003 Date: 10/09/09 THIS CERTIFIES that the building ALTERATION & ADDITION Location of Property: 740 NORTH VIEW DR ORIENT (HOUSE NO.) (STREET) (HAMLET} County Tax Map No. 473889 Section 13 Block 1 Lot 4 Suk~ivision Filed Map NO. __ Lot NO. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 24, 2007 pursuant to which Building Permit No. 33440-Z dated OCTOBER 2, 2007 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 ALTERATIONS AND ADDITION WITH DECKS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA #6045 DATED 7/12/07. The certificate is issued to AMY GROSS of the aforesaid building. (OWNER) SUFP~)LdK COUI~FY DBPAR~ OF BI~/ILT~{ APPROIKAL R10-07-0065 BI~Ec-£KICAL C~RTIFICA~ NO. 8317 PLUMBERS CERTIFICATION DA'r~u3 10/07/09 KING PLUMBING 04/13/09 04/30/09 Rev. 1/81 Form No. 6 TOWN OF SOUTtlOLD BUILDING. DEPARTMENT ToWN HALL 765-1802 APPLICATION FOR CERTI~ICATE OF OCCUPA This application must be filled in by typewriter or ink and submitted to the. Building Department with the following: FOr new building or new use: 1. Final survey 0f prop6rly with accurate location of all buildings, pr~peny lines; streets, and unusual nat/ual or topographic fearing. 2~ 'F/hal Approval from Health Dept. of?ator supply and sowemge-diaposal (8-9 form). 3, Approval ofele6'tfical iustallatio~ flora Board of Fire Underwriters. 4. Sworn stat .~nant 'from plumber cetii~ that.the solder used in system contains'less than 2/10 of ?,4 lea& 5, Commeroial building, indt~fatal building;multiple residence, s, and slmilar balldings and' iustallafious, a certificate of Code Compliance frofii arehiteet or engino~r responsible for the building. 6. Submii plsnning Board Approval of completed site plan requirements: For existing'buildings (prior'to April 9, 1957) non-conforming us~s, o? buildings and "pre-existing" land uses: 1. Acourat¢ survey of property ~howing all property lines, street, building and.unusual, natural or topographic features. 2. A p~perly complotedapplication and cousent to inspoct signed by the applicant. If a Certificate of Occupancy ~s denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees Certificate ofOocupancy - New dwell/ng $25.00, Additions to dwelling $25.00, Alterations to dwe]:ling $25.00, Swimmiug pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Build/ng - $100.00 3. Copy of Certificate of Oocupancy -' $.25 4. UpdatedCertifioate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - P,.esidcntial $15.00, Commercial $1 $.00 Date. 10/05/09 New Construction: Old or Pre-existing Building: Location of Property: 740 North View Drive Orient NY. 11957 X (cheek one) House No. Owner or Owners of Property: Ami/Gross Saffolk County Tax Map No 1.000, Section 13 Subdivision n/a Permit No. 33440 Date of Permit. Health Dept. Approval: YES Pla. truing Board Approval: YES Request for: Temporary Certificate Fee Submitted: $ ~ C~ 10/02/07 Street Hamlet Block 01 Lot o4 Filed Map. n/a 'Lot: n/a Applicant: William Ryall Underwriters Approval: YES Finai Certificate: (check one) nt Signature 0CT-6-2009 12:0E FROM:FIRST CLASS ELECTRIC 631-722-4975 T0:12122S41755 P.1 Te~4DI-591-309'7 Fex:631-Sgl-30~ !, Applic~on; ~17 Issued to: Amy Gm Address: 76G North View VIS. e: Orknt Re~ldMItllll oommerolld Attic ! ~' Floor ~uem~t Hot T~b Sw~ch~ 4 Rm:q~clc FtmlmOO Oil This c~'tiflcete mint mot I~ ~ in any mum Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (63 l) 765-1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. Owner: ~ c/ Date: (Please print) Plumber: {~. ~' (Please pr;'~ I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Swom to before me this ~'7-'/~ ~-~gnature) day of _(~)~ , 20 O q CONNIE D. BUflCh Notary Public, State of New Yor~, No. 01BU6185050 Qualified in Suffolk Count~ ; Commission Expires April ]4 20 / Notary Public, ~U--~'f-I_~{~. County James F. King, l~resident Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town H~lAnnex 54375M~n Road P.O. Box 1179 Southold, NewYork 11971-0959 Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0477C Date October 2, 2009 THIS CERTIFIES that the two-story addition to the existing dwelling, expansion of the existing driveway, new sanitary system, and gutters and drywells to contain roof run-off At 740 North View Dr., Orient Suffolk County Tax Map #13-1-4 Conforms to the application for a Trustees Permit heretofore f'ded in this office dated 6/7/07 pursuant to which Trustees Wetland Permit #6668 dated 7/24/07 was issued and conforms to ali of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for a two-story addition to the existing, dwelling, expansion of the existing driveway, new sanitary system, and gutters and drywells to contain roof run-off. The certificate is issued to _.AMY GROSS owner of the aforesaid property. Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEP~RTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) ) PERMIT NO. 33440 Z Permission is hereby granted to: Date OCTOBER 2, 2007 AMY GROSS 740 NORTHVIEW DR. ORIENT,NY for : ALTERATIONS & ADDITION TO AN EXISTING SINGLE FAMILY DWELLING PER ZBA DECISION #6045 AS APPLIED FOR at premises located at 740 NORTH VIEW DR ORIENT County Tax Map No. 473889 Section 013 Block 0001 Lot No. 004 pursuant to application dated SEPTEMBER 24, 2007 and approved by the Building Inspector to expire on APRIL 2, 2009. Fee $ 462.00 Authorized Signature ORIGINAL Rev. 5/8/02 = R~ 22 ~007 ~:24PM HP LRSERJET F~X BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD~'NEW yORK PERMIT NO. 6668 DATE: JULy24i,,2007 ISSUED TO: AMY GROSS PROPER'I~/ADDRESS: 740 NORTH VIEW DRIVE, ORIENT SCTM# 13-I-4 AUTHORIZATION Pursuant w ~he provi~iom of Chapter 275 aa/I/or Chapter 111 of th~ Town Code of the Town of Southnld md in accordance ~ith the R=soh~on of the Board of TFu~t~cs a~iopted at the m~e~i~_o hem on ~.~_0.0.0.0.0.0.0~ amiin con.~iderafion of application fee in ~e sum oi~$250.00 paid by ~ and subject to the T~m~ nd Core.om ~ rated in th~ Rez0iution, ~ Sou~old Tow~ Board df Tru~tee~ authorizes and pern~t~ thc following: Wetland Permit to construct a two-story addition to the existing slngle~story ' dwelling, install a new swimming pool and pergola, expand the existing driveway and install a new sanitary system, with the condition of installation of gutters and drywells to contain roof runoff, and a line of staked hay bale~ to be i~talled prior to. construction, and ~ depicted on the plan prepared by RyaH Porter Architects, Inst dated Sene 4. 2007. sad received July 17, 2007. IN WITNESS WHEREOF, fl~ ~aid Board of Tr~te~ hereby causes its Corporate. Seal to be efflxcd, and thcs= presents to be subscribcd by a n~jo£ity oftl~ said Board as of this date. New York State Department of Environmental Conservation Division of Environmental Permits Rm 121, Building 40-SUNY Stony Brook, New York 11790.2356 Telephone (631) 444-0365 Facsimile (631) 444-0360 Denise M. Sheehan Commissioner LETTER OF NON-JURISDICTION Ms. Susan Simm 220 East 65th Street - 16B New York NY 10021 Dear Ms. Simm: May 4, 2006 NYSDEC # 1-4738-03575/00001 Simra Property 740 North View Drive Orient NY SCTM # 1000-13-1-4 Based on the survey prepared by John T. Metzger last revised on April 26, 2006 that your agent submitted, the New York State Department of Environmental Conservation has made the following determination. The portion of the referenced property that is landward of the line beginning at elevation 75.4 feet on the western property line and extending in an easterly direction to elevation 68.7 feet on the eastern property line is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands j~t~sdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility o~f_ohtainiag any necessary permits or approvals from other agencies. Very ////Deputy ~.~gional P~rmit Administrator CC: Suffolk Environmental Consulting, Inc. // Manne Habitat Protection file TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN~UL--ATION [ ] FRAMING / STRAPPING [ ~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESI .STANT C0.~0~_/7[ ] FIRE RESISTANT PENETRATION REMARKS. - - ~/ ~ DATE ~ I ,SPECTOR ?~y/~'~' TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ] FOUNDATION 1ST [.]RO~ PLBG. [ ] FOUNDATION 2ND ~INSULATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION FOUNDATION 1ST [~]"ROUGH PLBG. ] FO~IDATION 2ND [ ]INSULATION ~/]'F~41NG / STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: /~/~ ~)~~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION I~'/~OUNDATION 1ST I I ROUGH PLBG. FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION REMARKS: [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR///~~~"~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [~]~ ROUGH PLBG [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONS'IR~UCTION [ ] FIRE RESISTANT PENETRATION REMARKS: f~-~./ ~ ~_~-~_~'~- DATE /~~ INSPECTOR FO~DATION (2ND) :~~~' ~. ROUGH F~G PL~G ~$~ATION PER N. Y. STATE E~RGY CODE ~DI~ON~ COUNTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. north fork.net/Southold/ Examined ^p oved Disapproved Expiration ~L[ ~,_ ,20 0 c] 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 Contact: Mail to: Phone: Building Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS April 2 ., 20 07 __ a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining promises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the promises 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. fi Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. WILLIAM RYALL (SJgnmRYALL PORTER ARCHITECTS ~oration) 135 FIFTH AVE 2ND FLOOR NEW YORK, NY 10010 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ARCHITECT Name of owner of premises AMY GROSS (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 740 NORTHVIEW DRIVE, BROWN'S HILLS House Number Street ORIENT Hamlet County Tax Map No. 1000 Section Subdivision BROWN'S HILLS (Name) 13 04 Block 01 Lot Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY WEEKEND DWELLING b. Intended use and occupancy SINGLE FAMILY WEEKEND DWELLING 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost $500,000 5. If dwelling, number of dwelling units Addition x Alteration Other Work (Description) Fee (To be paid on filing this application) Number of dwelling units on each floor N^ If garage, number of cars 1 (TO BE USED FOR STORAGE) 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 43'-8" Heigh[ 13'-3- Number of Stories Rear 21'-1" _Depth 33'-0" Dimensions of same structure with alterations or additions: Front 77'-10- Rear Depth 51'-2" Height 19'-5" Number of Stories 1 8. Dimensions of entire new construction: Front N/A Rear N/A Height N/A Number of Stories N/A _Depth N/A 21'-1" 9. Size of lot: Front 150.00' Rear 104.41' Depth 348.38' 10. Date of Purchase November 28, 2006 Name of Former Owner Susan Simms & David Szczepankowski 11. Zone or use district in which premises are situated R40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES x NO 13. Will lot be re-graded? YES NO x Will excess fill be removed from premises? YES NO x 14. Names of Owner of premises AMYGROSS Name of Architect WlLLIAMRYALL Name of Contractor Address20 FIFTH AVE #11C NY NY 10011 Phone No. 212 903-5155 Address13SSTH^VE2NDFLR,¥N¥~00~0 PhoneNo 212254-1175 Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES x NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES x NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) WILLIAM RYALL being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ARCHITECT/AGENT (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file ibis application; that all statcmeuts coutaiued in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth iu the application filed therewith. Sworn to before me thi~4 ~..~i'~. day of Not;~V~li~ ~;EUA POMPEY PUb#e, State of NeW ~- · m~n ~plre~ ~t. ~. ~/ 0~-~9-2007 12:49 $OUTHOLD BUILDING DEPT 16317659502 PRGE2 lO Town of Southold Erosion, Sedimentation & Storm-Water Run~off ASSESSMENT FORM THR FOIJ. OW1HG AI~IONS MAY REQUIRE THE SUBMISSION OF A STORM-WA~% GRADtN~ n~t., .A;,E ANU EROSION COm~OL P~AN GEKTIFIED BY A DESIGN PNOFF.6SIONAL IN THE 8'[ATE OF NEW YORK. Item Number: (NOTE: A Check Mark (~) for each Question is Required f~- a CoroNets Application) Yes No 1 2 3 4 5 6 7 8 9 Will this Project Retain All Riorm-Water Run-Off C-,anointed by a Two (2") inch Rainfall on Site? (This item will inolude ell turnoff created by site clearing end/or constructio~ activities as well as all Site Improvements end the pem~anent creetton of Improvises surfaces.) Does Ihs Site Pian end/or Survey Show Ati Proposed Drainage StnJctums Indicating Size & Location? This Item shall inolude all Pr(~',osed Grade Changes and Slopes Controlling Surface Wate~=lowl Will this Project Require any Land Filling, Grading or Excava'Jon whom there Is a cllange to the Natural Existing Grade Involving more Ihan 200 CubiC Yards of Marshal within any Parcel? Will this Ap~lioeti0n Require La~d Disturbing Activities Encompassing an A~ea in Excess of Five Thousand (5,000) ~quare Feet of Ground Sudace? [a there a Natural Water Coume Runctng through the Site? I~ is this Project wilhin the Trustees judsdlctlon or within O~m Hundred (100') feet et a Welland o~ Beach? Will there be Sits i~epara[lan oll Exlaling Grade Slopes which ExGeed Fitioon (15) toot of Veufcal Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other IrrLoervious Surfaces be Sloped to Direct StommWa[er Run-Off into and/or in the direction of e Town riehl-of-way? Will this Project Require the Placement of Material, Removal ef V~get~[io~ and/or the C~nstruclion of aey item within the Town Right-of-Way or Road $~Kxflder Ama? (Thts item will NOT laelu(~e the Instaltetlon of Driveway Aprons.} will this Project Require Site Preparation within the One Hundred (100) Yoa~ Floodplain of any Walemaume? NOTE: If Any Answer to Questions O~e through Nine Is Answered with a Check Mark In the Box, a Storm.Water, Grading, Drainage & Erosion Control Plan is Require~ and Must be Submitted for Review Prior to tseua~-.e of AI~¥ Building Permit EXEMPTIQN: Yes N~ Does this project meet the minimum standards for ctassifica~ion as an Agncultural Project? // Note: If Yeti Answered Ye~ to this Question, s Storm. Water, Grading, D~alnage & Erosion Control Plan is NOT Required! __ -- NZ:W XOR , co tcrv ............. ss And that hc/she is ~0 ...... ~,~,~.,,,..~..~.~.5. ....................................................................................................................... (~er and/or ~prescntalivc or d~e Owner et O~lerg, ~ld is duly authorized to l~d~lnl or have peltormed ~e s~d walk mzd R~ m~e and file &i~ app[icatkm; flizt ~1 ~tements confined in this application are true 1o the ~t el'Iris ~led~ and ~hel:, ~ld Omt ~le ~)~ w~l l~ pcffOllil~ ill ~lg n~oner set forth in thc application fi[cd herc~th. FORM - 06~07 CELIA POMPEY Public, State of Ne~ York No. 0t ~uotifled in '~'~County ~nmilllon Expire~Oct. 7, APPEALS BOARD MEMBERS JamessDinizio, Jr., Chairman Gerard 1R Goehringer Ruth D. Oliva Michael A. Simon Leslie Kanes Weisman http://southoldtown.north fork.net ZONING BOARD OF APPEALS TOWN OF SOUTItOLD Tel. (631) 765-1809 · Fax (631) 765-9064 Mailing Address: Southold Town Hall 53095 Main Road · RO. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 12, 2007 ZB File No. 6045 - Amy Gross Property Location: 740 Northview Drive, Orient CTM 13-1-4 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review fails under the Type II category of the State's List of Actions, without further steps under SEQRA. PROPERTY FACTS/DESCRIPTION: The applicant's parcel has a total lot size of 54,134 square feet with 150 feet along North View Drive, 333.95 feet along the easterly side lot line, and 174.27 feet along the northerly lot line adjacent to the Long Island Sound. The property is improved with an existing single-family dwelling and single-story accessory garage shown on the March 21, 2007 survey prepared by Joseph A. Ingegno, L. S. The upland area of the property landward of the Coastal Erosion Hazard Line, is 22,549 square feet, measured between the top of the bluff and the street and confirmed by William Ryall, Architect. BASIS OF APPLICATION: The applicant is requesting relief under Sections 280-15F and 280- 116A, based on the Building Inspector's April 16, 2007 Notice of Disapproval. The applicant has applied for a building permit concerning a proposed addition to a single-family dwelling, pergola structure and accessory swimming pool, and the reasons stated in the Notice of Disapproval issued by the Building Inspector are: (1) the addition to the existing dwelling will be less than 100 feet from the top of the bluff or bank adjacent to the Long Island Sound; (2) the proposed addition places the existing accessory garage partly in a side yard; and (3) the proposed swimming pool construction and pergola will be less than the code-required 50 feet from the front lot line when located in a front yard. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application has been referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 11, 2007 stating that the applicant's requests are considered a matter for local determination, as there appears to be no significant county-wide or inter-community impact. P,a:le 2 - July 12, 2007 ZB File No. 6045 - Amy Gross CTM No. 13-1-4 TOWN CODE CHAPTER 268 LWRP DETERMINATION This application has been referred to the Town LWRP Coordinator as required under Town Code Chapter 268, and a reply was submitted on June 25, 2007 to the Zoning Board of Appeals with a recommendation of inconsistency under LWRP Policy 6 Standards for the reasons that the applicant's request for a proposed addition on the north side of the dwelling is only 18 feet to the top of the bluff and the proposed pergola is only 57 feet to the top of the bluff, citing the 100 ft. minimum setback requirement under Section 280-116A of the Town Code. Compliance was also requested concerning Trustees' regulations and recommendations under Policy 6.3. The Board of Appeals held a public hearing on June 28, 2007, and the applicant submitted information to show that a drywell system for any necessary backwash from the proposed gunite pool, as well as drywells to meet codes for all roof water runoff. A row of hay bales around the perimeter of the construction areas will serve as a form of sediment and erosion control. Information was also submitted to show that since there is no building construction that can reasonably satisfy the code-required 100 ft. setback from the top of the bluff. The code-required 50 feet minimum setback from the front line adjacent to the street is another difficulty to satisfy. All new construction mitigates these requirements in a location at the southeast corner of the existing nonconforming dwelling. No activities are proposed to replace the existing garage, and with the proposed location of the addition on the south/southeast side of the dwelling, a portion of the existing garage would be in a side yard, rather than a permitted front (street side). The proposed pergola and swimming pool are proposed closer to the street than the distance to the top of the bluff. The lot coverage is shown to meet a new code requirement of 20% or less of the 22,549 square feet of land area (between the Coastal Zone Hazard Line and the street lot line). The new construction will also be required to conform to Trustees' permit and conditions concerning erosion and sediment controls during construction activities to protect the bluff, and for gutters, downspouts and sub-surface drywells to code, to control storm water runoff from impervious surfaces, and compliance with other codes and other agency permits. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on June 28, 2007, 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 REQUESTEr): The applicant wishes to construct addition to a single- family dwelling, accessory pergola structure, and accessory gunite swimming pool, as shown on site plan prepared by Ryall Porter Architects revised June 4, 2007. In addition, the proposed addition to the dwelling will place the existing garage in a side yard location, rather than the code-required rear yard or code-required front yard. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: ?age 3 - July 12, 2007 ZB Fire No. 6045 - Amy Gross CTM No. 13-1-4 1. Grant of the variance with respect to the accessory pergola and the addition to the principal structure (dwelling) will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The upland area upon which a single-family dwelling exists contains only 22,589 square feet and 120 feet on the easterly lot line between the street and the top o the bluff, or 134 feet from the Coastal Erosion Hazard Line and the street lot line. The dwelling as exists is nonconforming at 17 feet from the top of the bluff at its closest point, and 40.5 feet at the opposite corner to the top of the bluff, making additions on the north and sides of the dwelling difficult to build. The applicant is relocating the driveway to the southwest corner section of the property. The pool equipment will be located on the south side of the dwelling (in the front yard) and screened from view. The land in the rear yard slopes down significantly from the crest of the bluff to the Long Island Sound and encompasses a major portion of the applicant's deeded property. The top of the bluff is oriented northwest to southeast on the eastern half of the property and returns to an east-to-west orientation west of the property. The bluff face is well vegetated with herbaceous and woody vegetation and small to medium locust trees. There are also several large locust trees at the top of the bluff. The applicant has planned additional, new drywells to capture all roof runoff and pool backwash and ensure that water is directed on site and away from the bluff and neighboring areas. Although landscaping is planned to screen the pool and pool equipment from view, the request to locate the pool 18 feet from the street lot line is not compelling to justify approval, as presented, and finds the grant of alternative setback relief at 24 feet from the street line, will allow the 16' by 30' gunite swimming pool to be more conforming to the code's 50 ft. front setback requirement. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. 3. The variance sought for the pergola is not substantial. The proposed pergola will be set back 33 feet from the front yard boundary, compared with 50 foot front yard setback requirement. The variance sought with respect to the yard location of a portion of the existing garage is not substantial. The portion of the garage that will be in a side yard is minimal. The garage itself is 69.8 feet from the front lot line. The setback variance sought with respect to the swimming pool is substantial at the requested 18 ft. setback from the front lot line. It would amount to nearly two- thirds reduction of the code-required 50 feet. 4. The difficulties were self-created. The difficulty with respect to the setbacks from the bluff was created by the applicant but is the result of the original location of the house when constructed many years ago. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the reasonable use of their property, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing ,Page 4 - July 12, 2007 ZB File No. 6045 - Amy Gross CTM No. 13-1-4 test under New York Town Law 267-B, motion was offered by Member Simon, seconded by Member Goehringer, and duly carried, to GRANT the relief, as applied for, as shown on the revised May 25, 2007 survey prepared by Joseph A. Ingegno, L. S. and the June 4, 2007 revised site plan, and May 10, 2007 elevation drawings prepared by Ryall Porter Architects, with respect to the addition to the house, accessory perqola and the existing ,qara,qe; and to DENY the relief concerning the proposed gunite swimming pool as applied for, and in the ALTERATIVE, to GRANT relief for a 16' by 30' swimming pool at 24 feet from the front lot line. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. 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, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Dinizio (Cha, j~n), Oliva, Goehringer, Simon, and Weisman. This Resolution was duly adopted (5-/~. ( } ~ 'mes Dinizio Jr., ChairMan (/k._ Ju~Ya~, 2007 Approved for Filing ~ FORM NO. 3 NOTICE OF DISAPPROVAL Date: April 16, 2007 TO: William Ryall for Amy Gross 135 Fifth Ave. 2nd Fl. New York, NY 10010 Please take notice that your application dated April 6, 2007 For permit for construction of an dwelling addition & swimming pool & pergola at Location of property 740 Northview Drive, Orient County Tax Map No. 1000 - Section 13 Block 1 Lot 4 Is returned herewith and disapproved on the following grounds: The proposed addition on this conforming 54,134 sq. ft. parcel in the R40 district is not permitted pursuant to Article XXII Section 280~116 A{1), which states: "All buildings or structures located on lots adjacent to sounds and upon which there exists a bluffor bank landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff or bank." The proposed addition is noted as being +/- 5' from the top of the bluff. Also, the addition is not permitted pursuant to Article III, 280-15 (F), "...accessory buildings and structures may be located in the front yard,..." Upon completion of the addition, the existing accessory garage will be located in the side yard. Also, the location of the swimming pool & pergola are not permitted pursuant to Article III Section 280-15 (F) which states: In the case of a waterfront parcel, accessory buildings & structures may be located in the front yard, provided that such buildings and structures meet the front yard principal setback requirements as set forth by this code, and the side yard setback requirements for accessory buildings in Section B above." The required front yard setback is 50'. The survey indicates, the pergola will be located +/-33' and the pool +/-18'. Authorized Signature /--V TOWN OF SOUTHOLD PdOPERTY RECORD CARD OWNER (~( O'~ .g-Z-RE-t~ ~;/,,) VILLAGE DISTRICT SUB. LOT ,FORMER ~WNER , b. / ~ ~,, ,(~ ~ ~ , ACR~GE  S , ' '~ W ~PE OF BUILDING RES. LAND ~GE Zj, r)r~Farm Tillable Tillable 2 SEAS. Fillable 3 Woodland iwampland 3rushlo~,t IMP. 2./ ,: , ~,- NORMAL ,~ t f)OAc re -/ - House Plot Total Jv~ Bldg. Extension Extension Extension f Bree~ewo Foundation Basement Bath Floors Ext. Walls Interior Finish ~ire Place / Porch Patio Driveway Porch Hecr~ Attic Rooms Ist Floor Rooms 2nd f z M' Bldg. !' ~ Extension i Exfension~ Extension ! 13-1-4 9/04 , ~! Foundation · ,' i--- ~ -- , Bath ~/ I Basement I ;I Architects May 18, 2009 Gary Fish Town of Southold Building Department 54375 Main Road P.O. Box 1179 Southold NY 11971-0959 2 7 2009 6LD6, O~PT. TOWN OF SOUTHOLD Re: Sign-offs for Amy Gross House 740 North View Drive, Brown's Hills Orient, NY 11957 Dear Mr. Fish, Thank you for the help on the phone today. In reviewing the NY State Energy Conservation Construction Code, Part 4, sec. VII, Fireplace: 7813.5, regarding "flue damper with 20ffm, or damper and non-combusible doors", I am certifying that the flue as installed meets the NYState Code. The damper is fully-operational with a metal damper which, under no circumstances, will warp, and will be left in a closed position except when the fireplace is in use. The flue will, in other words, have ZERO CFM except when being used. When the fireplace is in use, the Owner will also be using a metal grate firescreen for safety to control sparks. There is only one other outstanding issue for your sign-offs and the new C. of O: the addition of a round stair handrail, which the contractor Tamer Pepemehmetoglu will install within the week. Does he need to contact you for a new inspection? Sincerel Permit Number Checked By/Date REScheck Compliance Certificate New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release la Datafilename: 0615_09_10 07 Gross.rck PROJECT TITLE: Gross House COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW / WALL RATIO: 0.34 DATE OF PLANS: 09.19.07 PROJECT DESCRIPTION: Addition to existing single-story wood framed house including: - new entrance foyer and stair - 1 new bedrooms - 2 new bathroom - 1 new sun room DESIGNER/CONTRACTOR: Architect: Ryall Porter Architects 135 Frith Avenue 2nd floor New York, NY 10010 PROJECT NOTES: Envelopes calculated for new asseblies at foyer and bedroom/bathroom addition only. COMPLIANCE: Passes Maximum UA = 413 Your Home UA = 392 5.1% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Door 3: Glass Ceiling 1: Cathedral Ceiling (no attic) Wall l-2x6 Stud: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane Wall 2-Polycarbonate: Other Door 2: Solid Floor 1: Slab-On-Grade:Heated 22 0.320 7 526 60.0 16.9 7 1475 34.4 1.1 40 541 0.320 173 165 0.160 26 31 0.060 2 136 15.0 134 Permit Number Checked By/Date REScheck Compliance Certificate New York State Energy Conservation Construction Code REScheck Sofavare Version 3.6 Release I a Data filenamc: 0615_09 10 07 Gross.rck PROJECT TITLE: Gross House COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric WINDOW / WALL RATIO: 0.34 DATE OF PLANS: 09.19.07 PROJECT DESCRIPTION: Addition to existing single-story wood framed house including: - new entrance foyer and stair - 1 new bedrooms - 2 new bathroom - I new sun room DESIGNER/CONTRACTOR: Architect: Ryall Porter Architects 135 Frith Avenue 2nd floor New York, NY 10010 PROJECT NOTES: Envelopes calculated for new asseblies at foyer and bedroom/bathroom addition only. COMPLIANCE: Passes Maximum UA = 413 Your Home UA = 392 5.1% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Door 3: Glass Ceiling 1: Cathedral Ceiling (no attic) Wall 1-2x6 Stud: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane Wall 2-Polycarbonate: Other Door 2: Solid Floor 1: Slab-On-Grade:Heatad 22 0.320 7 526 60.0 16.9 7 1475 34.4 1.1 40 541 0.320 173 165 0.160 26 31 0.060 2 136 15.0 134 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: Materials and equipment must be installed in accordance with the manufacturer's installation instructions. Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing U-factors, and heating and cooling equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8. Return ducts in unconditioned attics or outside the building must be insulated to R-4. Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R- Return ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181 B. Exception: Continuously welded and locking-type longitadinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters are required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an on/off heatar switch and require a cover unless over 20% [ ] of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 IF or chilled fluids below 55 IF must be insulated to the levels in Table 2. Insulation depth: 0.3' Floor 2: All-Wood Joist/Truss:Over Outside Air Air Conditioner 1: Electric Central Air, 13 SEER Boiler 1: Other (Except Gas-Fired Steam), 95 AFUE 167 59.4 0.9 3 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State E~ne[gy Conservation Construction Code requirements. When a Registered Professional has stamford and. sig~d-this page, they-)are attesting that to the best of his/her knowledge, belief, Design and professional judgmexit~ s~cfi P~a.,n~ ?~'~p~e~fi~tions ay, d in compliance with this Code. Builder/Designer ; /,/~ ~ ~., ~ Date a, ~' ~ /~ -- ~ Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches bv Pit)e Sizes Heated Water Non-Cimulating Runouts Circulgting Mains and Runouts Temperature (F) Up to 1" Up to 1.25" J.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pine Sizes Piping System Types Range ( F~ 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 Low Temperature 120-200 0.5 1.0 Steam Condensate (for feed water) Any 1.0 1.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 and Brine Below 40 1.0 1.0 1.5 2.0 1.0 1.5 1.5 2.0 0.75 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Permit Number REScheck Compliance Certificate New York State Energy Conservation Construction Code REScheck Sot~ware Version 3.6 Release 1 a Data filename: Res Check 07.23.08.rck COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW / WALL RATIO: 0.29 Ch~ · PROJECT NOTES: Previously saved project information: Addition to existing single-story wood framed house including: - new entrance foyer and stair - 2 new bedrooms - I new bathroom - screened porch - new swimming pool Amhitect: Ryall Porter Architects 135 FitCh Avenue 2nd floor New York, NY 10010 Envelopes calculated for new assemblies at foyer and bedroom/bathroom addition only. COMPLIANCE: Passes Maximum UA = 440 Your Home UA - 348 20.9% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss Wall 1-2x6 Stud: Wood Frame, 16" o.c. Window l: Wood Frame:Double Pane Door 1: Glass Wall 2-Polycarbonate: Other Floor 1: Slab-On-Grade:Heated Insulation depth: 0.2' Floor 2: Ali-Wood Joist/Truss:Over Outside Air Carrier 24APA5: Electric Central Air, 15 SEER Buderus G142-24 Boiler: Forced Hot Air, 98 AFUE 762 40.1 16.1 15 1425 24.6 10.5 36 241 0.320 77 215 0.320 69 157 0.081 13 135 15.0 135 188 57.7 0.0 3 COMPLIANCE STATEMENT: The propo~ represented in this document is consistent with the building plans, specifications, and other calculati~i~ ~$-/~e2k~this permit application. The proposed systems have been designed to meet the New York State ~ ~.~d~k}s~a~i~b~.'x~ nstruction Code requirements. When a Registered Design Professional has s~ped m ~% ~ ~a[~(~ .Resting that to the best of hisSer know, ge, belie~ Builder~esignerand professional judgment, such pl~ ~ ~'°(~ ~~'~ ~ npliance with this Code.Date 0 ~ ~/''/~ / ?~ -~. 01~0%~ ,~, [ ~ REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release 1 a Bldg. Dept. Use [ ] [ ] [ ] [ ] [ I [ ] [ ] [ ] [ ] [ ] [ ] Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-40.1 cavity + R-16.1 continuous insulation Comments: Above-Grade Walls: 1. Wall 1-2x6 Stud: Wood Frame, 16" o.c., R-24.6 cavity + R-10.5 continuous insulation Comments: Wall 2-Polycarbonate: Other, U-factor: 0.081 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments: Windows: 1. Window 1: Wood Frame:Double Pane, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes Frame Type_ Thermal Break? [ Comments: ]Yes[ ]No Doors: 1. Door 1: Glass, U-factor: 0.320 Comments: Floom: I. Floor 1: Slab-On-Grade:Heated, 0.2' insulation depth, R-15.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 0.2 ft. OR down to at least the bottom of the slab then horizontally for a total distance of 0.2 ft. Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Floor 2: All-Wood Joist/Truss:Over Outside Air, R-57.7 cavity insulation Comments: Heating and Cooling Equipment: 1. Carrier 24APA5: Eleclric Central Air, 15 SEER or higher Make and Model Number 2. Buderus G142-24 Boiler: Forced Hot Air, 98 AFUE or higher Make and Model Number Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be l) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, the fixture must be installed with a [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ I [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] ~eaaPu°i~3" ¢learan ce from insula~ ion. ~~/ __~e~m-in-winter side of all non-vented framed ceilings, walls, ~d floors Materials Identification: ~ '.0~/~(;; Materials and equipment must be installed in accordance with the manufacturer s ins~llation ~ons. Materials ~d equipment must be identified so fiat compli~ce can be dete~ined. Manufacturer m~uals for all installed heating ~d cooling equipment ~d service water heating equipment must be provided. Insulation R-values, gl~ing U-factors, and heating and cooling equipment efficiency must be clearly m~ked on the building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8. Return ducts in unconditioned attics or outside the building must be insulated to R-4. Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R- Return ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on return ducts in basements. Duet Construction: All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 18 lA or UL 181B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters are required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part ora circulating system. lnsulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 iF or chilled fluids below 55 J'F must be insulated to the levels in Table 2. Table I: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature (F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Piping System Types Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 Low Temperature 120-200 0.5 1.0 Steam Condensate (for feed water) Any 1.0 1.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 and Brine Below 40 1.0 1.0 Fluid Temp. Insulation Thickness in Inches bv Pipe Sizes Range (F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" 1.5 2.0 1.0 1.5 1.5 2.0 0.75 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) bON© isLAND soUND SURVEY OF PROPERTY SITUAT£D AT ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-13-01 04 SCALE t'=50' MARCH 21, 2007 TEST HOLE No I TEST HOLE No 2 NOTE CHANGE(S) SUFFOLK COUNTY DEPARTMENT OF HEAI.TH SERVICES PERMIT FOR APPROVAL OF CON%?~,UCTiON FOR A SINGLE FAMIkY RE¢oiDENCF~ ONLY FOIt MAXIMUM o~.J EXPIRES THREE YEARS FROM DATE OF APPROVAl Excavation Inspection Requirad~ ,. For Sanitary System By Health DepaPdnent./y Nathan Land Surveyor Corwin III ZT-O59D ? TEST HOLE No I TEST HOLE No 2 SURVEY OF PROPERTY SITUATED AT ORIENT TOWN OF SOUTNOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1OO0-~3-O~-O4 SCALE 1"=50' MARCH 21, 2007 APRIL 9, 2007 ADDED TEST ~4OLE No 2 APRIL 25, 2007 RELOCATE TOP OF BLUFF MAY l I, 2007 REVISED LOT COVEDAOE DATA kIA¥ 25, 2007 REVISED POOL SIZE ~ ADDED HAY BALE LINE Natha PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS Corwin III Land Surveyor PHONE (§31)727-2090 Fox (631)727-1727 O~nCES LOCATED AT MAiLiNG AODRE$S LONG 104.41' N 88"53'57" E 69.86' o 72 R~g WALL pipe SURVEY OF PROPERTY SHOWINGPROPOSED ADDITIONS SITUA T£D A T ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-13-01-04 SCALE 1"=20' MARCH 21, 2007 AREA = 54,154.06 sq. ft. (TO TIE LINE) 1.245 ac, NOTES. 1. ELEVATIONS ARE REFERENCED EXISTING ELEVATIONS ARE EXISTING CONTOUR LINES TO N.G.V.D. 1929 DATUM SHOWN THUS: ~, ARE SHOWN THUS: 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 BEDROOM HOUSE IS 1,500 GALLONS. 1 TANK; 8' DIA. 5' LIQUID DEPTH 4. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA, 1 POOL; 16' BEEP, 8' dia. O PROPOSED EXPANSION POOL OPROPOSED LEACHING POOL (~)PROPOSED SEPTIC TANK 5, THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS, 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND REMOVED IN ACCORDANCE WITH S.C,D,H,S. STANDARDS. 7. ALL ROOF RUNOFF TO BE CAPTURED BY DRYWELLS. TEST HOLE DATA LOT COVERACE DATA DESCRIPTION AREA % LOT COVERAGE EXIST, HOUSE 1211 sq. ff. 2.25% EXISTING GARAGE 362 sq. ft. 0.67% TOTAL EXISTING 1,575 sq. f1, 2.90% PROP. ADDITION 815 sq. fl. 1.51% PROP, POOL 440 sq. ft. 0.81% PROP. PERGOLA 204 sq. ft. 0.38% TOTAL EXIST. & PROP. 3,052 sq. ff. 5.60% THE EXISTENCE OF EIGHT OF WAYS PREPARE3 IN ACCOROANCE WIIH THE MINIMUM Joseph A. Ingegno Land Surveyor Fox (631)727-1727 27-05'J LON© isLANP soUNP N 88'53'57" E 69.86' \ \ \ O. 0 L eROSION HAZARD UNE AS SCALED FROM EROSION HAZARD AREA MAP PHOTO No. 47-655--8S SHEET 19 OF 49 SURVEY OF PROPERTY SITUATED AT ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-15-01-04 SCALE 1"=20' MARCH 21, 2007 APRIL 9, 2007 ADDED TEST HOLE No. 2 APRIL 25, 2007 RELOCATE TOP OF BLUFF MAY 11, 2007 REVISED LOT COVERAGE DATA MAY 25, 2007 REVISED POOL SIZE & ADDED HAY BALE LINE AUGUST 1, 2007 REVISED PROPOSED SEPTIC SYSTEM MARCH 4, 2009 FINAL SURVEY AREA = 54,154.06 sq. ff. (TO TIE UNE) 1.243 ac. 2BJgAPR-7 PM POi+ BREAKDO;YN OF LOT COVERAGE OVER LOT AREA L4ND~ARD 0.~ COASTAL EROSION HAZARD LINE AREA =22,405 sq. ~. DESCRIPTION AREA ~ LOT COVERAGE HOUSE 2,127 sq. ff. 9.49% GARAGE 362 sq, ff. 1.62% BRICK & BRICK WALK 559 sq. ff. 1,51% SLATE & GRAVEL PATIO 516 sq. ff. 1.41% ARBOR 367 sq. fi. 1.64% TOTAL EXISTING 5.511 sq. fi. 15.67% NOTE 1. BUILDABL£ AREA = 22,405 sq, ft, (AREA LANDWARD OF COASTAL EROSION HAZARD LINE) BLDG. DEPT. tOWN OF SOUTHOID THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD~ IF ANY, NOT SHOWN ARE NOT GUARANTEED. N.Y.S. Lic. No, 50467 Nathan Taft Corwin III Land Surveyor PHONE (651)727-2090 Fox (651)727-1727 87-059] 14'-1 3/4" 3'-7 1/2" NOTE: BEI~NEEN WINDOWS WAlE T~) WALL WINDOWS LU NOTE: 2X6 ] m SECOND FLOOR PLAN 1/4" = 1'-0" ABOVE POLYCARBONATE pANELS OIJTSIDE DIM AIPPROVED BY TRANSLUCENT POLYCARBONATE PANELS DF EXISTING TO REMAIN; NO NEW WORK EQ 14' -9" : 90.25" SHOWER DIVIDER NOTE: 2X6 BETVVEEN WINDOWS EXTERIOR DECK BELOW OVERHANG LIVING ROOM KITCHEN BEDROOM BEDROOM ~ BATH BATH (~ FIRST FLOOR PLAN 1/4" = 1'-0" 7'-11 1/2" 4'-3 1/2" 7'-11 1/2" WALL 1 SISAL NOTE: WINDOWS 2'-11 1/2" GREY CONCRETE IM. L, - ~ EXISTING TO REMAIN; NO NEW WORK DJ 4'-2 1/2= JUL I° ''' g 3'-1 1/4" NATURAL TONGUE AND GROOVE CEDAR PAINTED TONGUE AND GROOVE CEDAR AMY GROSS HOUSE 740 NORTH VIEW DRIVE ORIENT, NY 11957 11 29.07 CONSTRUCTION DOCUMENTS 05.01.08 /1~ CONSTRUCTION DOCUMENTS 06 30 08 /2~ ISSUED TO TOWN OF SOUTHOLD BUILDING DEPARTMENT 135 FIFTH AVENUE NEW YORK. NY 10010 TEL(212) 254-1175 FAX (212) 254-1755 JOB NUMBER' 0615 DRAWN~ BMG CHECKED~ WR PRINT DATE: 0S24.08 SCALE: SEE SHEET FIRST AND SECOND FLOOR PLANS Al00 NOTE: 2X6 BETWEEN WINDOWS ~AMBOO FLOORING NOTE: 2X6 BERNEEN WINDOWS L I ~ SECOND FLOOR PLAN 1/4" = 1'-0" 'wXEE ~AMBO0 SLATE FLOOR BEAM POLYCARBONATE pANELS --J OUTSIDE DIM OF (~ APPROVED BY Ti: .TRANSLUCENT POLYCARBONATE PANELS OUTSIDE DIM OF ( APPROVED BY TP, : 14' - 9" G 03.03.08 90.25" G 03.03.08 ~ ~ t "-- EXIISTING TO REMAIN; NO NEW WORK 7'-11 1/'2" 4'-3 1/2" 7'-11 1/2" RAIN SHOWER GLASS DIVIDER NOTE: 23(6 BETWEEN WINDOWS EXTERIOR DECK BELOW OVERHANG FLOORING LIVING ROOM KITCHEN BEDROOM BATH HALL BEDROOM LATE CONNECTOR SISAL FLOORING NOTE: 2)(6 BETWEEN WINDOWS 2'-11 1/2" 3'-1 1/4" GREY CONCRETE EXISTING TO REMAIN; NO NEON WORK NATURAL TONGUE AND GROOVE CEDAR =T PAINTED TONGUE AND GROOVE CEDAR AMY GROSS HOUSE 740 NORTH VIEW DRIVE ORIENT, NY 11957 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER: 0615 DRAWN: BMG CHECKED: WR PRINT DATE. 07.23.0B SCALE: SEE SHEET FIRST AND SECOND FLOOR PLANS AIO0 THROUGH BOLTED 2"X6" RAFTERS 2"X6" GIRDERS 6"XB" P.T. COLUMN ~, SIMPSON POST BASE ATTACHED TO CONCRETE FOOTING PROPOSED POOL--~ ~EAST ELEVATION 1/4"= 1'-0" ~ NORTH ELEVATION 1/4"= 1'-0" IDING TONGUE AND GROOVE · OF SLOPED ROOF) SLOPED ROOF MEAN HEIGHT EL 19'-6 3/4" RIDGE OF EXISTING ROOF BOTTOM OF SLOPED ROOF MAX. DEPTH OF SWIMMING POOL DEPTH OF PERIMETER GRADE SEAM AT SCREENED PORCH PARAPET SLOPED ROO~FF 1/2" TOP OF PARAPET DEPTH OF FOUNDATION WALL AT ADDITION '" DEPTH OF PERIMETER GRADE " BEAM AT SCREENED PORCH AMY GROSS HOUSE 740 NORTH VIEW DRIVE ORIENT, NY 11957 DATE 05.14.07 06.22.07 08.06.07 09.19.07 REVISIONS ISSUED TO ZONING BOARD OF APPEALS FOR VARIANCE PRICING SET PRICING SET ISSUED TO TOWN OF SoLrrHOLD BUILDING DEPARTMENT FOR BUILDING PERMIT ISSUED TO TOWN OF SOUTHOLD BUILDING DEPARTMENT FOR BUILDING PERMIT 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER: 0615 DRAWN: BMG CHECKED: WR PRINT DATE: SCALE: EXTERIOR ELEVATIONS A301 LINE OF PARAPET BEYOND EPDM MEMBRANE 3/4" EX~ GRADE PLY~VOOD 2X4 JOIST, TYR BUILT UP PARAPET (3) 2X4 W10X26 - SEE STRUC'[ METAL DRIP METAL DRIP EDGE , 5/8" GWB CPI DAYLIGHTING 4" QUADWALL POLYCARBONATE WALL SYSTEM R 4.16 RIGID INSULATION SLOPED TO DRAIN - SEE ROOF PLAN 314" EX~ GRADE PLYWOOD BEAM - SEE STRUCT. ~ METAL DRIP EDGE - EXTEND OVER CURB AT WINDOW INSULATION - R 38 IN CAVITY (TYR) ARCHITECT (TBD) DOUBLE RIM JOIST - SEE STRUC~ GWB NECESSARY TO MATCH HEIGHT OF CEILING AT EXISTING HOUSE EPDM MEMBRANE BUILT UP PARAPET (3)2)(4 DRIP EDGE t,~ULATION -R 21 IN CAVI~(TYR) EPDM MEI~5'RANE LAP UNDER MATAL DRIP EDGE AT UPPER ROOF 314" EXT. GRADE PLYWOOD 2)(10 JOIST @16" D.C. TYR WITH 23(4 OUTRIGGERS A3R-ACHED BEYOND ,/ 12" FIBERGLASS BATr INSULATION - R 21 IN CAVITY W10X26 WITH BLOCKING SEE STRUCT. GWB 112" WOOD FLOOR SILL PLATE - SEE STRUCT. TYR NOTE 3/4" PLYWOOD SPACE FOR RADIANT - UP ON SLEEPERS 314 PLYVVOOD RIM JOIST - SEE STRUCT. 1/2 GWB STEEL COLUMN IN WALL BEYOND - SEE STRUCT. 1/2" WOOD FLOOR TO MATCH EXISTING 3/4" PLYWOOD SUBFLOOR 4" POURER CONCRETE SLAB 2" RIGID INSULATION 4" OF CLEAN GRAVEL FILL 2" RIGID INSULATION 4" OF CLEAN GRAVEL FILL WALL SECTION THROUGH ADDITION AT STAIR GALLERY EAST WALL SECTION THROUGH ADDITION AT STAIR GALLERY 1" - 1'-0" /. EPDM MEMBRANE BUILT UP PARAPET (3) aX4 314" EX~ GRADE PLY~VOOD lx6 TONGUE AND GROOVE CEDAR SIDING 1/2" VERTICAL BA~I'ENS ICE AND WATER SHIELD, LAp UNDER METAL DRIP EDGE AT ROOF 1/2" EX~ GRADE PLYWOOD 2X6 STUD WALL lX6 TONGUE AND GROOVE CERAR SIDING 1/2" VERTICAL WOOD BATTENS @16" D.C. ICE AND WATER SHIELD 1/2" EXTERIOR GRADE PLYWOOD 1/2" WOOD FLOOR SILL PLATE - SEE STRUC[ TYR NOTE 3/4" PLYWOOD SPACE FOR RADIANT - UP ON SLEEPERS RIM JOIST - SEE BTRUC"E 3/4 PLYWOOD RIM JOIST - SEE STRUC~ 5 1/2" FIBERGLASS BATr INSULATIO / / / / / / / / ICE AND WATER SHEILD 1X6 TOUNGUE AND GROOVE CEDAR SIDING 1/2 VERTICAL BATTEN 112 EXTERIOR GRADE PLYWOOD 2X6 STUD WALL 1/2" HARD WOOD FLOOR TO MATCH EXISTING 3/4" SUBFLOOB 4" CONCR~ ~ ~ SLAB 2" RIGID INSULATION MOISTURE BARRIER PARGED FINISH SURFACE 1" RIGID INSULATION WATERSTOP TYR 4" OF CLEAN GRAVEL FILL WATERPROOFING 2" RIGID INSULATION DRAINAGE MAT MOISTURE BARRIER GRAVEL FILL PARGED CANT FOUNDATION DRAIN Z EAST WALL SECTION THROUGH ADDITION AT LIBRARY, BEDROOM 1" - 1'-0" AMY GROSS HOUSE 740 NORTH VIEW DRIVE ORIENT, NY 11957 DAIE 08.06.07 09 19.07 REVISION8 PRICING SET PRICING SET ISSUED TO TOWN OF SOUTHOLD 6UILDING DEPARTMENT FOR BUILDING PERMIT CONSTRUCTION DOCUMENTS ISSUED TO TOWN OF SOUTHOLD BUILDING DEPARTMENT 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER. DRAWN' BMG CHECKED: WR PRINT DATE. 07 23.08 SCALE. WALL SECTIONS THROUGH BEDROOM/PORCH A500 i i CROSS SECTION THROUGH ADDITION AT STAIR AND MECHANICAL ROOM -- -i G~O88 8EGIIO~ THBO~GH ~DDIIIO~ ~1 BEDROOM ARD POBGH ..... ~ LONGITUDINAL SECTION THROUGH ADDITION AT STAIR HALL 1/4,, = 1,~0,, / / EL 23'-8" ,~, TOP OF PARAPET ~TOP OF SLOPED ROOFI TOP OF PARAPET (BOSOM OF SLOPEO ROOF~ TOP OF PARAPET BOTTOM OF BEAMS TO. FOOTING TOP OF PARAPET TOP OF PARAPET (BOttOM OF SLOPED ROOF} ~FINISH FLOORHSTFL) SCREENEDPORCHFLOOR T.O. FOOTING ~F PARAPET SLOPED ROOF 'F PARAPET STAIR ROOF FINISH FLOOR ~IST FL} SCREENED PORCH FLOOR T.O. FOOTING AMY GROSS HOUSE 740 NORTH VIEW DRIVE ORIENT, NY 11957 DATE 06.22.07 08.06.07 09.9.07 10.02.07 REVISIONS PRICING SET PRICING SET ISSUED TO TOWN OF SOUTHOLD BUILDING DEPARTMENT FOR BUILDING PERMIT A ISSUED TO TOWN OF SOUTHOLD BUILDING DEPARTMENT FOR BUILDING PERMIT 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER: 0615 DRAWN: BMG CHECKED: WR PRINT DATE: 10.02.07 SCALE: SEE SHEET BUILDING SECTIONS A400 DRAWING LIST A001 GENERAL NOTES A002 SiTE PLAN DIOD DEMO PLAN Al00 PROPOSED pLANS A101 FOUNDATION & FRAMING PLANS A102 ROOF PLAN & ROOF FRAMING PLAN A30O EXTERIOR ELEVATIONS A301 EXTERIOR ELEVATIONS A400 BUILDING SECTIONS A500 DETAIL WALL SECTIONS A501 DETAIL WALL SECTIONS A502 DETAIL WALL SECTIONS A600 INTERIOR ELEVATIONS A601 INTERIOR ELEVATIONS A602 INTERIOR ELEVATIONS A603 INTERIOR ELEVATIONS A604 INTERIOR ELEVATIONS NOTES overcurr~e~ltrl~ev~ protecting the brar~h arcuit. PLOT PLAN ABBREVIATIONS HIGH WIND & LOADS DESIGN CRITERIA LATERAL LOADS Wind Zone 120mph (3 sec gust) Exposure Category C High Wind Uplift Category GRAVITY LOADS Ground Snow Loads 45psf Roof Dead Lead 10pst Fimt Floor Live Load 40epr Second Floor Live Load 30 psf Floor Dead Load 10psf Wall Dead Load 11psf LIVE LOADS Deck Live Load 40psf Guardrails and Handrails 200 psi" Sleeping Rooms 30psf Rooms other than sleeping 40 psf Stairs 40psi' Roof Live load 20psf systems & materials for new wall asse~nblies and screen ROOF SHEATHING NAILING SCHEDULE NUMBER OF NAILS PER ZONE (SEE DIAGRAM BELOW) ROOF FASTENING ZONES ® WALL SHEATHING~ NAILING SCHEDULE NUMBER OF NAILS PANEL' ,EDGES FIELD WINDWORN DEBRIS PROTECTION FASTENING SCHEDULE FOR W~OD STRUCILIRAL PANELS LOAD PATH DIAGRAMS L second level 06.22.07 r,.d~mER CEa- T 'i LEADCONT~ iCcU~ANCY c[~Ri, iFiCATE OF iN W~TER sOLDER USE1 M CA~NOT suPPLY sYS1 F 10/o~EAD' EXCEED ~10 2" ~j new 2" new 4"- Master Bath ti II 41-- all Bath [~tchen Laundry first level Soil ....... Cold Water ................ Vent .... Hot Water oVB Vacuum breaker ? Funnel Drain a Check Valve ,e Valve stack Bath NOTE: 1, Fixtures marked as NEW are additions to existing system. 2. Fixtures marked as relocated are fixtures in new locations, but maintaining existing load on the system. PLUMBING RISER DIAGRAM AMY GROSS HOUSE 740 NORTH VIEW DRIVE ORIENT, NY 11957 REVISIONS PRICING SET PRICING SET ISSUED TO TOWN OF SoLrrHOLD BUILDING DEPARTMENT FOR BUILDING PERMIT DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. ~W~.ITERS C=~IclC~,T; REQUIRED "IMMEDIATELY. ENCLOSE POOL, TO CQDE UPON COMPLETfON BEFORE "WATER" · CERTIFICATION OF _NAIL, lNG & CONNECTIONS REQUIRED, &~,J,{~]NI~'FRUCTION SHALL ME~-T ~HE REQUIREMENTS OF THE C0DES, OF NEW YORK STATE· ........... RE-TA!N~TORM~I~TER RUNOFF- -- PURSUANT TO CHAPTER 236 OF TIlE TOWN CODE 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 NOTIFY BUILDING DEPARTMENT AT 765-1802 8AM 'FO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - 'rwo REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION BE COMPLETE FOR O.O. 4. FINAL - CONSTRUCTION MUST DESIGN OR DRAWN: CHECKED: PRINT DATE: SCALE: NTS GENERAL NOTES ABBREVIATION A001 PIP $ ~ ~u~°°~ ~ ~o~OSEG I'" TOWN OF SOUTHOLD SUFFOLK OOUN~, NEW YO~K S.C. T~ NO. 1000 - 13 -01 ~4 AREA = ~,134.06 SQh I ~O TIE LINE) 1.243 ACRES ~ EXISTING WALL ~ NEW WALL PROPOSED SITE PLAN 1/16"= 1'-0" AMY GROSS HOUSE 740 NORTH VIEW DRIVE ORIENT, NY 11957 DATE 04.04.07 06.22.07 08.06.07 08.28.07 REVISIONS ISSUED TO BUILDING DEPT. FOR PERMIT ISSUED TO ZONING BOARD OF APPEALS FOR VARIANCE REVISED AND REISSUED TO ZONING BOARD OF APPEALS PRICING SET ISSUED TO ADJACENT NEIGHBORS PRICING SET ISSUED TO OFFICE OF WAS~WATER MANAGEMENT IN RESPONSE NOTICE ISSUED ON 08.23.07 ISSUED TO TOWN OF SOLrR~OLD BUILDING DEPARTMENT FOR BUILDING PERMIT 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER: 0615 DRAWN: ME/BMG CHECK~D: WR PRINT DA'rE: 09.16.07 SCALE: SEE SHEET N ¢',fl SITE PlaN A002 FIRST FLOOR DEMOLTION PLAN 1/4"= 1'-0" (AREA OF PROPOSED HOUSE ADDITION) EXISTING WALL TO BE DEMOLISHED ~ EXISTING WALL TO REMAIN AMY GROSS HOUSE 740 NORTH VIEW DRIVE ORIENT, NY 11957 DATE 08.06.07 REVISIONS PRICING SET PRICING SET ISSUED TO TOWN OF SOUTHOLD BUILDING DEPARTMENT FOR BUILDING PERMIT 135FIFTH AVENUE NEWYORK, NY 10010 TEL(212)254-1175 FAX(212) 254-1755 JOB NUMBER: 0615 DRAWN: ME/SB CHECKED: WR PRINT DATE: 09.19.07 SCALE: SEE SHEET DEMOLITION PLAN D100 I MASTER BEDROOM I I ',~, I I 1'-101/£' 4'-0' °  ~ AND GROOVE ~ STAIR HALL CEDAR ..................... . . .............. ~ I ~ I ~i ~ , I '~ ,- I ,.. I [ "'--... I I I .-"/""'. I I I NEW W~D TO MATCH ~ISTING I I J J J ~ J II~IIHlilJlIIIHHIIIIIHIIIIHIIIIIIIIH H HIU ~1 ~ ................... I ~ I ~ O0 , J J~ PAI~ED TONGUE AND GROOVE j J J CEDAR , , ~ ~ ~' -- J J ~ LIVING R~ ~ KITCHEN J -- ~ I~ g ~ I I ~ ~ I I I -- I I I ~ I I I I I' ----~ I I I ~ ~ I I I I g I I I I I I I ~ I I ~~ I I I I L.... IEXIS~NG TO REMAIN; J '~'""~'"'"'"" '~ ~------------------- ----------- L.-- -- ~ISTING TO REM J INO N~ WORK J J NO N~ WORK , . ' I ~ ~ ~ ~ I I I ~ ~ I I I ~/~ ' ' ' ~ ~ ~11~/ '~ ~ ~ ' I I ~.oo~ ~ ~ ~~ I~°~1 ~.oo~ I I I I , , , , I I I I I~.~ I -- ~ [ .............. ~1~ ............. 4'-1" 9'-3 7/8" ~ SECOND FLOOR P~N 1/4"= 1'-o" 1/4" = 1'-0" AMY GROSS HOUSE 740 NORTH VIEW DRIVE ORIENT, NY 11957 DATE 08,06.07 REVISIONS PRICING SET ISSUED TO ADJACENT NEIGHBORS PRICING SET ISSUED TO TOWN OF SOUTHOLD BUILDING DEPARIMENT FOR BUILDING PERMIT 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER: 0615 DRAWN: ME/BMG CHECKED: WR PRINT DATE: 09.19.0' SCALE: SEE SREE' FIRST AND SECOND FLOOR PLANS Al00 3'-7 1/4" 3'-10 3,/4" 3'-7 1/4" 3'-10 3/4' ~ h~k ~- i~ ~ ~r o.c. ~/iJ=r ~ WALL, I I ',~ ~ WOLMANIZED I Illff .... l} Ii = IIII ~Ifll Ill l ~ ' II > .... ~IIII I//1~ I~"1 I ~ ~Illl //1~ ~ IIII ~/i~ I Ilrll ~I111 ~ II I~ I ........................................ ~ .... ....... ................. ~ FOUNDATION PLAN ............. AMY GROSS HOUSE 740 NORTH VIEW DRIVE ORIENT,_ DATE REVISIONS 06.~.07 PRICING SET 08.06.07 PRICING SET 09.1 g.07 ISSUED TO TOWN OF SOL BUILDING DEPARTMENT FOR BUILDING PERMIT 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1 JOB NUMBER: 0615 '~" FIRST F~O~RTM FOUNDATION & SECOND FLOOR FRAMING PLANS ISSUED TO TOWN OF SOLITHOLD J '\ NEW ' 29'-2 3/8" \ SUB-SURFACE '~.  ~ ~ NEW ~' - ~ SKYLIGHT 29'-6" ~ SLOPE ~ ~ SCUPP & LINE OF W~L BELOW ~ ~ PA3~ 3F ~ II I ~ I II [ SUBSURFACE ~4 JOIST ~.) PA~L~M ~ PATH OF ~ I ' SUBSURFACE ~ .,.~,.~ .o.~w ~. , ~ ~.~M.OO~ ~ SUBSURFACE ~ I m O.~ELL ~ I ~""~ m ~ I ~ PROPPED AREA · ~R ~ I PHOTOVOLTAIC ' PANEL AR~Y, I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ROOF FRAMING PLAN 1/4"= 1'-0" PATH OF SUB-SURFACE PIPELINE TO NEW SUB-SURFACE DRYWELL AMY GROSS HOUSE 740 NORTH VIEW DRIVE __ ORIENT, NY 11957 _ DATE REVISIONS 06.22.07 PRICING SET 08.06.07 PRICING SET 09.19.07 ISSUED TO TOWN OF SOUTH[ BUILDING DEPARTMENT FOR BUILDING PERMIT 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1 5 ~ ISSUED TO TOWN OF SOUTHOLD CHECKED: WR PRINT DATE; O9,19.(~ SCALE: SEE SHEE ROOF AND ROOF FRAMING PLANS A102 PANELS HEIGHT EL 17'-11 1/4"  WEST ELEVATION 1/4"= 1'-0" PROPOSED PHOTOVOLTAIC PANELS SHINGLE ROOF TO REMAIN PANELS CEDAR SIDING EPDM ROOF {~).~s~u~'" ~vA-r~o. EXISTING CEDAR SHINGLE SIDING TO REMAIN CEDAR SIDING TONGUE AND GROOVE ...................................................................... ~h DEPTH OF FOUNDATION WALL ATADDmON "-~ DEPTH OF PERIMETER GRADE REAM AT EASTERN ROOM AMY GROSS HOUSE 740 NORTH VIEW DRIVE ORIENT, NY 11957 DA3E REVISIONS ISSUED TO ZONING BOARD OF APPEALS FOR VARIANCE PRICING SET PRICING SET ISSUED TO TOWN OF BUILDING DEPARTMENT FOR BUILDING PERMIT 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER: 0615 DRAWN: BMG CHECKED: WR PRINT DAI~: 09.19.07 SCALE: SEE SHEET EXTERIOR ELEVATIONS A300 EAST ELEVATION 1/4"= 1'-0" 1~ NORTH ELEVATION 1/4" = 1'-0" ................................................................................................................................................................................................................... ~-, TOP OF CHIMNEY TOP OF PARAPET ITOP OF SLOPED ROOF EL 20'-7 1/2" SLOPED ROOF MEAN HEIGHT RIDGE OF EXISTING ROOF N HEIGHT EL 13'-7 1/2" FINISHED FLOOR (2ND FL) Bo~Tr, ~OM ~F 2~D FL CAN33LEV~R TOp OF PERGOL~ FINISH FLOOR I1ST FLL GRADE AT PATIO ~ sFCrlNG ROOM FLOOR NEW DRY STONE RETAINING WALL FINISHED CEILING [1ST FL) CEDAR SIDING TONGUE AND GROOVE ~. FINISH FLOOR (lST FL) .............................................................. 4h SCREENED PORCH FLOOR DEPTH OF FOUNDATION WALL AT ADDITION DEPTH OF PERIMETER GRADE BEAM AT SCREENED PORCH AMY GROSS HOUSE 740 NORTH VIEW DRIVE ORIENT, NY 11957 DATE 06.22.07 REVISIONS ISSUED TO ZONING BOARD OF APPEALS FOR VARIANCE PRICING SET PRICING SET ISSUED TO TOWN OF SOUTHOLD BUILDING DEPARTMENT FOR BUILDING PERMIT 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER: 0615 DRAWN: BMG CHECKED: WR PRINT DATE: 09,19.07 SCALE: SEE SHEET EXTERIOR ELEVATIONS A301 ~ ..... h . . ........ n-ZZ ~ .......  C ROSS SECTION THROUGH ADDITION AT BEDROOM AND PORCH 1/4" = 1'-0" LONGITUDINAL SECTION THROUGH ADDITION AT STAIR HALL 1/4" = 1'-0" '-,, BOTTOM OF BEAMS I~ EL 7'-61/2" TOP OF pARAPET {TOP OF SLOPED ROOF} FINISH FLOOR (1ST FL) ~b SCREENED PORCH FLOOR T.O. FOOTING / ~// / / / \ / ;\ / ~/ ~/ \ 7'-.\ l~. ............ ~ ................................................................................................... TOP OF PARAPET STAIR ROOF ........................................................................................... EL 18'-3" ". ~ TOP OF BAY WINDOW EL -5'~6" AMY GROSS HOUSE 740 NORTH VIEW DRIVE ORIENT, NY 11957 )ATE 06.22.07 08.06.07 REVISIONS PRICING SET PRICING SET ISSUED TO TOWN OF SoLrrHOLD BUILDING DEPARTMENT FOR BUILDING PERMIT 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER: 0615 DRAWN: BMG CHECKED: WE PRINT DATE: SCALE: SEE SHEET BUILDING SECTIONS A400 LINE OF PARAPET BEYOND- EPDM MEMBRANE - 3/4" EXT. GRADE pLYWOOD 2X4 JOIST, TYP. 3-1/2" DEMILEC HEATLOK 217 CLASS 1 RIGID SPRAY FOAM BETWEEN JOISTS R 21.86 BUILT UP PARAPET (3) 2X4 METAL DRIP EDGE TRUS JOIST 2.0E ~ PARALLAM PSL (3-1/2" X 11-7/8~ SIMPSON OR SIM. APPROVED BY ARCHITECT (TBD) 12" DEMILEC HEATLOK 217 CLASS 1 RIGID SPRAY FOAM INSULATION R 75 TJ[ Hg0 (3-1/2" X 11-7/8" TYP. @ 12"O.C.) 5/8" GWB CPi DAYLIGHTING 4" QUADWALL POLYCARBONATE WALL SYSTEM R 4.16 1'-3 1/2" EPDM MEMBRANE 3/4' PLYWOOD TJI 110 (1-3/4" X 9,-1/2" TYP. @ 12" c.c.) 9-1/2' DEMILEC HEATLOK-- 217 CLASS 1 SPRAY FOAM INSULATION BETWEEN JOISTS R 59.38 SIMPSON JOIST HANGER-- OR SIM, APPROVED BY ARCHITECT (TBD) TRUS JOIST 2.0E PARALLAM PSL (3-1~2" X 11-7/8") GWB - DROP CEILING AS -- NECESSARY TO MATCH HEIGHT OF CEILING AT EXISTING HOUSE WEST WALL SECTION THROUGH ADDITION AT STAIR GALLERY 1" - 1'-0" BUILT UP PARAPET (3) 2X4 3/4" EXT. GRADE PLYWOOD EPDM MEMBRANE METAL DRIP EDGE TJI Hg0 (3-1/2" Xll -7/8" TYP. @ 16" D.C.} 12" DEMILEC HEATLOK 217 CLASS 1 RIGID SPRAY FOAM INSULATION BE-IRNEEN JOISTS R75 TRUS JOIST 2.0E PARALLAM PSL (3~1/2" X 11-7/8') EPDM ME~IBRANE 3/4" F-XT. GRADE PLYWOOD 2X4 JOIST @ 12" D.C. TYP.~ 3-1/2" DEMILEC HEATLOK 217 CLASS 1 RIGID SPRAY FOAM INSULATION BETWEEN JOISTS R 21.86 TJI Hg0 TYP. OR SIM. APPROVED BY ARCHITECTS (TBD) GWB 3/4" GWB 5-1/2" DEMILEC HEATLOK- 217 CLASS 1 RIGID SPRAY' FOAM INSULATION R 2x12 RIM JOISl 12" DEMILEC HEATLOK 217 CLASS 1 RIGID SPRAY' FOAM INSULATION BETWEEN JOISTS R 75 TJI Hg0 (3-1/2" X 11-7/8"-- TYP. @ 16" D.C.) WOOD BACKER 2)(12 TIMBERSTRAND LSL NAILED TO SIDE OF TJI -SEE TRUS JOIST CATINLEVER DETAIL 1/2' PLYWOOD- 3/8" CEMENT BOARD WOOD FLOOR 3/4" PLYWOOD 4" POURED CONCRETE SLAB 1-1/2' RIGID INSULATION AT SLAB EDGE, TYP. 2" RIGID INSULATION 4" OF CLEAN GRAVEL FILL- 2" RIGID iNSULATION WATERPROOFING 2" RIGID INSULATION 4 OF CLEAN GRAVEL FILL EAST WALL SECTION THROUGH ADDITION AT STAIR GALLERY 1"- 1'-o" · BUILT UP PARAPET (3) 2X4 EPDM MEMBRANE 3/4" EXT. GRADE PLYWOOD METAL DRIP EDGE 2.0E PARALLAM PSL (3-1/2" X 11-7/8') 12" DEMILEC H EATLOK 217 CLASS 1 RIGID SPRAY FOAM INSULATION BETWEEN JOISTS R75 TJI H90 (2~1/2' X 11-7/8" TYP. @ 16" D.C.) 1/2" EXT. GRADE PLYWOOD lX6 TONGUE AND GROOVE CEDAR SIDING 1/2" VEF(rlCAL WOOD BATrENS @16' C.C. ICE AND WATER SHIELD · 1/2" EXTERIOR GRADE PLYWOOD WOOD FLOOR SOUTHERN PINE GRADE ~ SILL PLATE 3/4" PLYWOOD SOUTHERN PINE GRADE ~2 RIM JOIST WOLMANIZED PARALLAM PSL (3-1/2' X 11 7/8") WOOD TRIM AROUND BEAM WOLMANIZED PARALLAM PSL (3-1/2" X 11-7/8") WITH CEMENT BOARD CLADDING BEYOND WOODSACKER TJIHg0(~1/2"X11-7/8"TYP.@ 16"O.C.) 1/2"PLYWOOD 3/8'CEMENTBOARD IX6 TOUNGUE AND GROOVE CEDAR SIDING 2X6 STUD WALL 3/4" WOOD FINISH FLOOR 4" CONCRETE SLAB GRADE 4' OF CLEAN GRAVEL FILL WATERPROOFING 2" RIGID INSULATION DRAINAGE MAT CLEAN GRAVEL FILL ' DIA, FOUNDATION DRAIN EAST WALL SECTION THROUGH ADDITION AT PORCH, BEDROOM 1" - 1'-0" AMY GROSS HOUSE 740 NORTH VIEW DRIVE ORIENT, NY 11957 DATE 06.22.07 08.06.07 REVISIONS PRICING SET PRICING SET ISSUED TO TOWN OF SOUTHOLD BUILDING DEPARTMENT FOR BUILDING PERMIT 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER: 0615 DRAWN: BMG CHECKED: WR PRINT DA~: 09.19.07 A500 BUILT UP PARAPET (3) 2X4 EPDM MEMBRANE 3/4" EXTERIOR GRADE PLY~NOOD METAL DRIP EDGE TRUS JOIST 2.0E pARALLAM PSL- (3-1/2' X 11-7/8") SIMPSON JOIST HANGER OR SIM. APPROVED BY ARCHITECT (TBD) 12" DEMILEC HEATLOt RIGID SPRAY FOAM INSULATION BETWEEN JOISTS RTB TJI H90 (~1/2' X 11-7/8" TYP. @ 16' D.C. GWB MARVIN WOOD WINDOWS WITH LOW E II GLAZ1NG & ARGON GAS U .32 CEDAF 1P2" VERTICAL WOOD BATTENS @16" D.C. ICE AND WATER SHIELD. 1/2" EXTERIOR GRADE RIGID SPRAY FOAM INSULATION R 34.38 GWB WOOD FLOOR 3/4' PLYWOOD TJI Hg0 (3-1/2" X 11-7/8" 3 SOUTHERN PINE GRADE#2 ,~ 12' DEMILEC HEATLOK 21' RIGID SPRAY FOAM INSULATION BETWEEN JOISTS R75 SIMPSON JOIST HANGER OR SIM. APPROVED BY ARCHITECT {TBD) 2X12 RIM JOIST 1/2' EXTERIOR GRADE pLYWOOD 3/8" CEMENT BOARD WOOD FASCIA WOLMAINZED PARALLAM PSL (3-1/2' X 11-7/8~ WOOD FINISH FLOOR 3/4" PLYWOOD SUBFLOOR 4" CONCRETE SLAB WATERPROOFING 4" OF CLEAN GRAVEl 2' RIGID INSULATION DRAINAGE MAT CLEAN GRAVEL FILL- 4" DIA. FOOTING DRAIN-~. GRADE -IH J[ SOUTH WALL SECTION THROUGH ADDITION AT PORCH, BEDROOM -- 1/2" EXTERIOR GRADE PLYWOOD I 3/8" CEMENT BOARD WOOD FASCIA WOLMAINZED PARALLAM PSL (3-1/2' X 11-7/8") WOOD FINISH FLOOR 2' MIN. RIGID INSULATION GRADE WATERPROOFING 4" OF CLEAN GRAVEL FILL 2" RIGID INSULATION DRAINAGE MAT GRAVEL FILL FOOTING DRAIN NORTH WALL SECTION THROUGH ADDITION AT PORCH, BEDROOM 3/4" EXTERIOR GRADE pLYWOOD (3) 2X4 PARALLAM PSL (3-1/2" X 11-7/8") APPROVED BY ARCHITECT (TSD) WOOD WINDOW WITH LOW E II GLAZING AND ARGON CASS U .82 ~WB 12" DEMILEC HEATLOK217 CLASS 1 RIGID SPRAY FOAM INSULATION R 75 YJI H90 (3-1/2' X 11-7/8" TYP. @ 16' D.C.) 3X6 WOOD POST BEYOND -- 12" DEMILEC HEATLOK217 CLASS 1 RIGID SPRAY FOAM INSULATION Bt= I WEEN JOISTS R 75 LSL -SEE TRUS JOIST CANTILEVER DETAIL -- 3/4" PLYWOOD -- WOOD FLOOR SOUTHERN PINE GRADE #2 SILL PLATE -- 2X12 RIM BOARD CEDAR NOVELTY SIDING 1/2" VERTICAL WOOD BATFENS @ 16" D.C. ICE AND WATER SHIELD 1/2" EXTERIOR GRADE PLYWOOD SIMPSON JOIST HANGER OR SIM. APPROVED BY ARCHITECT (TSD) VEGETATED ROOF- BUILT UP PARAPET (3) 2X4 EPDM MEMBRANE- 3/4' EXTERIOR GRADE PLYWOOD TRUS JOIST 2.0E PARALLAM PSL (3-1/2" X 9-1/2") METAL DRIP EDGE 3/8" CEMENT BOARD- SIMPSON JOIST HANGER OR SIM. APPROVED BY ARCHITECT (TBD) TJ1110 {1-3/4" X 9-1/2' TYP. @ 12~ 9-1/2" [ CLASS 1 RIGID SPRAY FOAM INSULATION BETWEEN JOIST R 59.38 GWB (DROP CEILING AS NECESSARY TO MATCH HEIGHT OF CEILING AT EXISTING HOUSE) MARVIN WOOD WINDOWS WiTH LOW E Il GLZAING AND ARGON GAS U .32 WOOD FLOOR 3/4" PLYWOOD 4" POURED CONCRETE SLAB 1-1/2" RIGID INSULATION AT EDGE OF SLAB, TYP. GRADE 2" RIGID INSULATION 4' OF CLEAN GRAVEL FILL 2" RIGID INSULATION WATERPROOFING DRAINAGE MAT CLEAN GRAVEL FILL- 4" DIA. f WEST WALL SECTION THROUGH ADDITION AT ENTRY HALL AMY GROSS HOUSE 740 NORTH VIEW DRIVE ORIENT, NY 11957 DATE 0622.07 08~6.07 09.19.07 REVISIONS PRICING SET PRICING SET ISSUED TO TOWN OF SOUTHOLD BUILDING DEPAWRTMENT FOR BUILDING PERMIT 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER: 0615 DRAWN: BMG CHECKED: WR PRINT DATE: O9.19.07 ~;ALE: SEE SHEET I WALL SECTIONS THROUGH BEDROOM/PORCH A501 BUILT UP PARAPET (3) 2x4 EPDM MEMBRANE 3/4" EXTERIOR GRADE pLYWOOD METAL DRIP EDGE 3/8' CEMENT BOARD 2X4 JOISTS TYP. @ 16" D.C. 12' DEMILEC HEATLOK 217 CLASS -- I RIGID SPRAY FOAM INSULATION BETWEEN JOISTS R75 TJI Hg0 (:~1/2" X 11-7/8" TYP. GWB MARVIN WOOD WINDOW WITH LOW E II GLAZING AND ARGON GAS U .32 WOODTRIM I~TONGUEAND GROOVE CEDARSIIDING 1/2" VERTICAL WOOD BATTENS @ 16" O,C. ICE AND WATER SHIELD 1/2' EXTERIOR GRADE PLY~VOOD DEMILEC HEATLOK 217 CLASS 1 RIGID SPRAY FOAM INSULATION R 34,38 GWB WOOD FLOOR 3/4" PLYWOOD 4" POURED CONCRETE SLAB 1-1/2' RIGID INSULATION AT EDGE OF SLAB, TYP. GRADE 2" RIGID INSULATION 4" OF CLEAN GRAVEL FILL 2" RIGID INSULATION WATERPROORNG DRAINAGE MAT CLEAN GRAVEL FILL- 4" DIA. FOOT~N~ NORTH WALL SECTION THROUGH ADDITION AT STAIR HALL 1"- 1'-0" BUILT UP PARAPET (3) 2x4 EPDM MEMBRANE 3/4" EXTERIOR GRADE PLYWOOD METAL DRIP EDGE 3/8" CEMENT BOARD 2X4 JOISTS TYP. @ 16' D.C. 12" DEMILEC HEA11.OK217 CLASS I RIGID SPRAY FOAM INSULATION BETWEEN JOISTS R75 TJI H90 (3~1/2" X 11-7/8" TYP. @ 12' O.C,) GWB CPI DAYLIGHTING 4" QUADWALL POLYCARBONATE WALL SYSTEM R 4.16 EPDM MEMBRANE 3/4" EXTERIOR GRADE PLYWOOD -- FJI 110 (1-3/4" X 9-1/2' TYP. @12" D.C.) 9-1/2' DEMILEC HEATLOK 217 CLASS 1 RIGID SPRAY FOAM INSULATION BETWEEN JOISTS R 59.38 TRUS JOIST 2.0E PAFIALLAM PSL (3,1/2" X 11-7/8") GWB EXPOSED BEAM BEYOND VEGETATED ROOF BUILT UP PARAPET (3) 23(4 3/4" EXTERIOR GRADE PLYWOOD EPDM MEMBRANE TRUS JOIST 2.0E PARALLAM PSL(3-1/2' X 11-7/8") METAL DRIP EDGE 3/8"CEMENTBOARD TJ1110 (1-3/4" X 9-1/2"TYP. @ 12' O.C.) 9-1/2' DEMILEC HEATLOK217 CLASS 1 RIGID SPRAY FOAM INSULATION BETWEEN JOISTS R 59.38 GWB 5-1/2 DEMILEC HEATLOK217 CLASS 1 RIGID SPRAY FOAM INSULATION R 34.38 lf2' EXTERIOR GRADE PLYWOOD ICE AND WATER SHIELD 1/2' VERTICAL WOOD BATTENS @ 16" D.C. 1X6 TONGUE AND GROOVE CEDAR SIDING WOOD FLOOR 3/4' PLYWOOD 4" POURED CONCRETE SLAB SOUTHERN PINE GRADE ~Y2 SILL PLATE I-1/2" RIGID INSULATION AT EDGE OF SLAB, TYp. GRADE 2' RIGID INSULATION ~t" OF CLEAN GRAVEL FILL 2' RIGID INSULATION WATERPROOFING DRAINAGE MAT CLEAN GRAVEL FILL SOUTH WALL SECTION THROUGH ADDITION AT STAIR HALL ~/ -! '~ SOUTH WALL SECTION THROUGH ADDITION AT MECH RM AMY GROSS HOUSE 740 NORTH VIEW DRIVE ORIENT, NY 11957 DATE 08.06.07 REVISIONS PRICING SET PRICING SET ISSUED TO TOWN OF SOIJ~'IOLO BUILDING DEPAR~,~ENT FOR BUILDING PERMIT 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER: 0615 DRAWN: BMG 3HECKED: WR PRINT DATE: 09.19,07 SCALE: SEE SHEET WALL SECTIONS THROUGH STAIR HALL / MECH RM A502 SHINGLE SIDING TRIM SCREW PANEL ( OSB HURRICAN PANEL ATTACHMENT WINDOW SCHEDULE- ASTLEY HOUSE, 460 NORTH VIEW DRIVE lO.3O. OO6 WINDOW NO. TYPE MNFR. R.0. MATERIAL REMARKS FIRST FLOOR 100 EX~STING EXG 2'-0" X 2'-0" EXG EXISTING TO REMAIN 101 EXISTING :XG 2'~' X 2%0" EXG EXISTING TO REMAIN 102 EXISTING :XG '?~0" X 2'-0" EXG EXISTING TO REMAIN 103 EXISTING -~XG !'-0' X 2'-0" EXG EXISTING TO REMAIN 104 EXISTING -~XG !'-0= X 2'-0" EXG EXISTING TO REMAIN 105 -:XISTING EXG !'-0" X 2'-0" EXG ~XISTING TO REMAIN 106 -=XISTING EXG !'-0" X 2'-0" EXG EXISTING TO REMAIN 107 -~XISTING -D(G !'-0" X 2'-0" EXG EXISTING TO REMAIN 108 EXISTING EXG !'-0" X 2'-0" EXG EX]STiNG TO REMAIN 109 EXISTING EXG !'-0" X 2'-0" EXG EXISTING TO REMAIN 110 ---XISTING --XG !%0" X 2'-0" EXG EXISTING TO REMAIN 111 EXISTING EXG !'-0" X 2'-0" EXG EXISTING TO REMAIN 112 EXISTING ~XG !'-0" X 2'-0" EXG EXISTING TO REMAIN 113 EXISTING EXG !'-0" X 2'-0" EXG EXISTING TO REMAIN 114 XISTING ~XG !'-0" X 2'-0" EXG EXISTING TO REMAIN 115 EXISTING -D(G !'-0" X 2'~)" EXG EXISTING TO REMAIN 116 --XISTING -~XG -0" X 2'-0' EXG EXISTING TO REMAIN 117 kWNING ~t~FIVIN ~'-3" x 3'~" WOOD CUSTOM 118 ~,WNING & STATIONARY vlARVIN {'-6" x 8'-9' WOOD CUSTOM 119 ~WNING VIAFIVIN ~'-6" x 8'-0' WOOD CUSTOM 120 ~WNING vlARVIN ~'-3" x 6'-9" WOOD CUSTOM 121 ~WNING ufARVIN ~'-6" x 5'q)" WOOD CUSTOM 122 ~,WNING ~dFIVIN ~'-6" x 5'-0" WOOD CUSTOM 123 :~WNiNG ~FIVIN ~'-0" x 5'-0" WOOD CUSTOM 124 :~WNING utAFIVIN -3" x 3'~= WOOD CUSTOM 125 ~.WNING ~IARVIN -)'-0" x 3'-0' WOOD CUSTOM SECOND FLOOR 200 ~,WNING vlARVIN 5'~6" x 7'-5" WOOD CUSTOM 201 ~.WNING dARVlN '-6" × 7'~" WOOD CUSTOM 202 ~,WNING & STATIONARY dARVlN -)'-0" x 7'~" WOOD AWNING & STATIONARY MULLED 203 ~.WNING vlARVIN t'-0" x 3'-0" WOOD 204 WNING & STATIONARY M1 ~IARVIN '-0" x 9'-0" ~VOOD AWNING & STATIONARY MULLED 205 ~.WNING & STATIONARY ML ~IARVIN t'-0" x 9'-0" NOOD AWNING & STATIONARY MULLED 206 ~,WNING & STATIONARY ML ~RVIN '-0" x 9'-0" NOOD AWNING & STATIONARY MULLED 207 ~,WNING & STATIONARY MI viARVIN ~,'-0' x 9'-0' IOOD AWNING & STATIONARY MULLED 209 ~.WNING viARVIN ~,'-0" x 3'-0" NOOD 209 ~.WNING VlARVIN -)'-6" x 3'-3" NOOD CUSTOM NOTES: 1. ALL WINDOWS TO BE INSTALLED WITH SILL pAN FLASHING 2. CONTRACTOR AND LOEWEN WINDOW REp. ARE TO VERIFY WINDOW SIZES AiND COORD. W/EXISTING OPENINGS PRIOR TO ORDERING. 3. ALL WINDOWS TO HAVE INSULATED LOW-E HP1 GLASS W/ARGON ,GAS L EACH BEDROOM HAS A WINDOW THAT COMPUES WITH IBC SECTION R310 ME,ANS OF EGRESS DOOR SCHEDULE - ASTLEY HOUSE, 460 NORTH VIEW DRIVE DOOR NO. LOCATION FRAME MANUFACTURER MATERIAL INT/EX7 REMARKS SIZE FIRST FLOOR 100 106 LIVING ROOM 2'-10" x 7'~)" EXG WOOD EXTERIOR lO.3O.~OO6 101 100 BEDROOM 2'-10" x 7'-0" EXG WOOD iNTERIOR 102 100 BEDROOM 2'-10" x 7'-0' EXG WOOD INTERIOR 103 101 BATHROOM 2'-10" x 7'-0" EXG WOOD INTERIOR 104 102 BATHROOM (2} 1'-6"x 7'-0" EXG WOOD INTERIOR 105 103 BEDROOM 2'-6" x 7'-0" EXG WOOD II~TERIOR 106 103 BEDROOM (4) 1'-3" x 7'-0" EXG WOOD INTERIOR 107 103 BEDROOM 7'-9" x 7'-0" EXG GLASS&WOOD E~TERIOR 108 NOT USED i, 109 105 KITCHEN (2) 1'-6" x 7'~)" EXG WOOD INTERIOR 110 106 UVING ROOM 1'-3" x 7'-0" EXG WOOD INTERIOR 111 106 LIVING ROOM 2'-6" x 7'-0" EXG WOOD EXq'ERIOR 112 106 LIVING ROOM (4) 4'-0" x 7'-0" EXG GLASS&WOOD EXTERIOR 113 106 DVING ROOM (2) 4'-0" x 7'-0' EXG GLASS&WOOD EXTERIOR 114 10o LIVING ROOM (2) 4'-0" x 7'-0' EXG GLASS&WOOD EXTERIOR 115 NEW DECK 3'-9" x 7'*8" LOEWEN SCREEN&WOOD EXTERIOR 116 107 STAIR HALL 3'-6" x 7'-6" CUSTOM WOOD EXq~RIOR 117 108 POWDER ROOM 2'-10" x 7'-0" LOEWEN WOOD INTERIOR 118 CLOSET (2) 1 '-6" x 7'-0" LOEWEN WOOD INTERIOR 119 109 UTIUTY ROOM 2'-10" x 7'-0' LOEWEN WOOD INTERIOR 120 NOT USED 121 110 UBFIARY 3'~)' x 7'-0" LOEWEN GLASS&WOOD EXTERIOR SECOND FLOOR 2OO 200 BEDROOM 2'-10" x 7'-0" LOEWEN WOOD {'NTERIOR 201 201 BATHROOM 2'-10" x 7'-0" LOEWEN WOOD NTERiOR 202 202 CLOSET 2'-10" x 7'~)" LOEWEN WOOD NTERIOR NOTES: 1. CON~:IACTOR SHALL SUBMIT DOOR ORDER TO THE ARCHITECT FOR FINAL REVIEW PRIOR TO ORDERING DOORS. 2. CON~:IACTOR IS TO VERIFY DOOR SIZES PRIOR TO ORDERING. I 3. ALL INTERIOR DCORS ARE TO BE 1 3/4' SOUD DORE WOOD DCORS, UNLESS OTHERWISE NOTED. ¢. ALL DOORS WITH GLAZING TO USE INSULATE LOW-E Il GLASS WITH ARGON GAS Use 1/4" diameter staistess steel hanger bolls at 16" D.C. (16" apart) with a minimum embedment depth of 2.0" into the wood framing within the wall. Wood structura panels with a min. thickness of 7/16" and a max. span of 8' shall be fitted for opening protection. Panels,~hall .be precut to cover glazed openings with attachment hardware provided. Fasteners shall be installed at opostng ends of the wood structural panel. A6achments shall be prowded ~n accordance with Table R301.2.1.2 of the iRC or shall be designed to resist the components and cladding loads determinod with the provisions of the IBC. WINDWORN DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS (from IBC Table R301.2.1.2) 4 FOOT 6 FOOT FASTENER TYPE PANEL SPAN < PANEL SPAN < P,~NEL SPAN < 4 FOOT < 6 FOOT < 8 FOOT 21/2.#6 16" 12,. g,, WOOD SCREVVS 2 1/2" #8 16" 16' 12" WOOD SCREWS O O wood grain 0 O 0 0 0 0 0 AMY GROSS HOUSE 740 NORTH VIEW DRIVE ORIENT, NY 11957 DATE 06.22.07 08.06.07 REVISIONS PRICING SET PRICING SET ISSUED TO TOWN OF SOUTHOLD BUILDING DEPAR~vlENT FOR BUILDING PERMIT 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER: DRAWN: CHECKED: PRINT DATE: SCALE: WR NTS WINDOW SCHEDL