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HomeMy WebLinkAbout33438-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34156 I~ate: 01/07/10 THIS U~I(TIFIES that the building ADDITION/ALTERATIONS Location of Property: 460 NORTH VIEW DR ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 13 Block 1 Lot 5.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 2, 2007 pursuant to which Building Permit No. 33438-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 ADDITIONS, INCLUDING SCREENED PORCH, DECKING, ENTRY ADDITION AND OUTDOOR SHOWER, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA #6004 DATED 6/14/7. The certificate is issued to CHRISTOPHER T & AMY ASTLEY ( OWNER ) of the aforesaid building. SUFFOLK COU1F~YDEPART~gNTOFHKALTHAPPROVAL R10-07-0002 ELEC'TRICAL C~KTIFICATE NO. 8317 PLUMBERS ~F/{TIFICATION DA'r~3 06/29/09 KING PLUMBING 12/18/09 12/28/08 Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILD ING DEPARTMENT TOWN ItALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). -3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in sys*em contains less than 2/I 0 of 1% lead. 5. Comn:tereial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of Completed site plan requirements. B. For existing buildings (prlor to April 9, 1957) nou-couforming uses, or buildings and "pre-existing,, land uses. 1. Accurate survey of property showing all property lines, streets, building and unusual uatural or topographic features. ' 2. A properly completed application and consent lo respect signed by the applicant. Ifa Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicanL C. Fees Certificate of Occupancy_ New dwelling $25.00, A~dditions to ' '}~.A. ' - 1. Swlrmmng pool $25.00, Accessory butldmg $25.~'0. Ad ,., .~ ~?llu lteratmns to dwelhng $25 00 ' ' ' ' ' · , amesses $50.00. , d ........ u uccesso~3~]b-fiildmg $25 00 Bu-: ..... 2. Certificate o£Occupancy on Pre-existing Building- $100.00 3. Copy o£Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate o£Occupancy. Residential $15.00, Conunercial $15.00 New Construction: __ _. Location of Property: .~_~ 0 House No. Owner or O, et's o .ropert,: ~uffolk C~unty T~ Map No 1000, S~tion 8ubdivision H~lth Dept. Approval: Piing Board Approval: Date. . Old or Pre-existing Building: ~ Street (check one) Filed Map. ~ Lot: Undem, riters Appro~:~:~' ~ ,.ST' [~- __ Final Ce~.ificate: Request for: Temporary Certificate ~,~O ' --' Fee Subrmtted: $ '~.-~ -.--.- (check one) Applicant Si~,g?~tur% ,x O_~,iL,.F 04/29/2009 WED 14:07 FAX 2122541755 Ryall Porter Arch James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. P.O. Box 1179 Southold, New York 11971-0959 ~002/002 Telephone (631)765-1892 Fax(631) 765-6641 BOARD OFTOWNTRUSTEES TOWN OFSOUTHOLD CERTIFICATE OF COMPLIANCE # 0399C Date: F~bruarv 9. 2009 THIS CERTIFIES that the construction of a two-stow addition to existin~ dwelling, new entry addition, new screened Porck removal of existing brick patio, gutters, leaders to drywells on dwelling At 460 Northview Drive, 0~ent, New York Suffolk County Tax Map # 13-I-5.2. Conforms to the application for a Trustees Permit heretofore filed in this office Dated 11/20/06 pursuant to which Trustees Permit # 6669 Dated 7/24/07 and was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction ora two-stow addition to existing dwelling, new entry addition~ new screened porch~ removal of existing brick patio, gutters, leaders to drywells on dwellin~ The certificate is issued to Christopher & Amy Astley owner of the aforesaid property. Authorized Signature Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ~ MEMORANDUM TO: FROM: http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax (631) 765-9064 DATE: Mailing Address: 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUilding~ Department ~¢"~, ~ /2~ Ru{h D, Oliva, ZBA Vice Chairwoman February 6, 2009 8LDG, DEPT. TOWN OF SOUTHOLD SUBJECT: Air-Compressor Unit Location - 460 Northview Drive, Orient ZBA # 6004 - June 14, 2007 Resolution 13 ~ I ~, 2.- It has been brought to the Board's attention that there are areas which involve changes at the above site, varied from those details relied upon by the Board of Appeals and shown on the Map noted with approval under the Board's ReSolution adopted on June 14, 2007. It is requested tight a written referral be issued for Board of Appeals to consider for Changes that do not conform to the ZBA approved map adopted on June 14, 2007, prior to iJ~uance of a certificate of occupancy for the above pending building permit and premises. Thank you. ,,~ Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York. 119714)959 Telephone (63 I) 765-1802 Fax (63 I) 765-9502 BUILDING DEPARTMENT TOWN Ol~' SOUTItOLD Building Permit No. Owner: Plumber: CERTIFICATION I certify that the solder used in the water supply system contains less than 2110 of 1% lead. Sworn to before me this_~ ~ ~x ,2o 5 Notary Public, --~c~_ County (Pl&bers Signature) CONNIE D. BUNCH Not, ry..Public, State of New no. 01BU$185050 ~ualified in Suffolk County, Commin~ion Exoire~ April 14, Nassau Suffolk Electrical Inspections,Inc. P.O. ~ S49. Aquebo~ue, New York * 11931 Tel~ O1,S91-30~7 Pax.* 631-S91-3098 Applicatiom 831'7 DAM:' 12/28/08 loomed tm Astley Address: 460 North View Dr htredueed By: First Class EJectric Vil~.: Southold License~: 34075-ME RmMaJmmtlll ~q C~muuerclnl The formwfn~ w~ examined and nplw0ved up to tho above date and bund to be tn compihtnem with the NEC: MOt r21 IN Floor EH] 2"d FlOor [] 3'd Fleer Garage Converlion Basement Hot Tab Addition fltq Dceaelted Garn$c Pool Other 'Equip~r..'.nt: 2-Zone A/C Addition This terltfleate must not be altetx-d in any manner FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PER~IT NO. 33438 Z Date OCTOBER 2, 2007 Permission is hereby granted to: CHRISTOPHER T ASTLEY APT - 11 A-F NEW YORK,NY 10011 for : ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA, TRUSTEES, DEC, & SCHD at premises located at 460 NORTH VIEW DR ORIENT County Tax Map No. 473889 Section 013 Block 0001 ~ot No. 005.002 pursuant to application dated OCTOBER 2, 2007 ~nd approved by the Building Inspector to expire on APRI% 2, 20__09./"~ Fee S 351.20 ~ ~~ i/~ ~-~i '\~---~A~riz~d Signature ORIGINAL Rev. 5/8/02 'FI:ELD LNSPECTION RI~PORT FOUNDATION (1ST) FO~DA~ON (2ND) ROUGH ~G & LNS~ATION PER N. Y. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. Examined 20__ Approved 20__ Mail to: Disapproved a/c Phone: Expiration ,20___ 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: Building Inspector ~ ~ ~ ~% APPLICATION,~ FOR BUILDING PERMIT ..~ Date December 12 20 06 :~ INSTRUCTIONS a. This~Plication MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. · f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections.~ ~f (Si a corporation) WILLIAM RYALL RYALL PORTER ARCHITECTS 135 FIFTH AVE 2ND FLOOR NEW YORK, NY 10010 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ARCHITECT Name of owner of premises CHRISTOPHER AND AMY ASTLEY (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: 460 NORTHVIEW DRIVE, BROWN'S HILLS House Number Street ORIENT Hamlet County Tax Map No. 1000 Section Subdivision BROWN'S HILLS (Name) 13 Lot Lot 5.2 Block 01 Filed Map No. 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 Nature of work (check which applicable): New Building Repair Removal Demolition Estimated Cost $250,000 Fee Addition x Alteration Other Work REPLACE FURNACE (Description) (To be paid on filing this application) Number of dwelling units on each floor NA If dwelling, number of dwelling units 1 If garage, number of cars NA If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front 37'-2" Height 1 v-3" Number of Stories Rear 13'-6" Depth 52'-0" Dimensions of same structure with alterations or additions: Front Depth 52'-o" Height 11'-3" 37'-2" Rear 13'-6" Dimensions of entire new construction: Front 39'-0" Height 21'-2" Number of Stories Number of Stories 1 Rear 16'-10" Depth 9. Size of lot: Front 130' 10. Date of Purchase Dee. 17, 1997 Rear 130' .Depth 265' 80'-0" Name of Former Owner Murray Moss 11. Zone or use district in which promises are situated R40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES x NO 13. Will lot be re-graded? YES__ NO x Will excess fill be removed from premises? YES__ NO x 14. Names of Owner of premise$cHR,STOPHER^Nt~^m'^STLEY Address43~ GREEmV'CHST#2FNYNY~0m3Phone NO. 2127274121 NameofArchitect WlLLIAMRYALL Address1355THAVE2NDFLRNYNYIc010 PhoneNo 212254-1175 Name of Contractor 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 * 1F 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)h..e 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 this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this No~u Public a~ Public. State Guo~fled In ~ / APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard P. Goehringer James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman Mailing Address: Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTI-IOLD Tel. (631) 765-1809 · Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 14, 2007 ZB File No. 6004 - Christopher and Amy Astley Property Location: 460 Northview Drive, Orient CTM 13-1-5.2 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 further steps under SEQRA. PROPERTY FACTS/DESCRIPTION: The applicants' 35,799 square foot parcel has approximately 130 feet along North View Road, a private road, and +/- 112 feet of depth measured between the crest of the bluff and the front lot line adjacent to the road, with a remaining depth of +/- 170 feet between the top of the bluff and the deeded lot line at the high water mark of the Long Island Sound. The property is improved with a single-story, single-family dwelling as shown on September 25, 2006 survey, revised March 22, 2007 by Joseph A. Ingegno, Land Surveyor. BASIS OF APPLICATION: Request for Variances under Sections 280-10, 280-15, 280-124, 280- 116, based on the applicants' request for a building permit and the Building Inspector's December 26, 2006 Notice of Disapproval, concerning: (1) a screened porch addition proposed at less than 100 feet from the top of the bluff adjacent to the Long Island Sound, (2) proposed additions to the existing dwelling which will be less than 40 feet from the front property line, and (3) a proposed swimming pool with a setback at less than 40 feet from the front lot line. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application has been referred to the Suffolk County Department of Planning as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and a County reply dated February 13, 2007 states that the application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. TOWN CODE CHAPTER 95 (268) LWRP DETERMINATION: This application has been referred to the Town LWRP Coordinator as required under chapter 268, and a reply was submitted to the Board of Appeals with a determination of inconsistency under LWRP Policy 6 Standards with regard to the 100 ft. minimum setback requirement under Section 280-116A of the Town Code, and stating that the property contains moderate to severe slopes. The Board of Appeals held the first public hearing on April 26, 2007, and requested revisions to the applicants' plan that would bring new construction setbacks into more conformity with the Code, in light of the existing dwelling location. An alternative plan was submitted by applicants relocating the porch and reducing its size, and removing the Page 2 - June 14, 2007 ZB File No. 6004 - Christopher and Amy Astley CTM No. 13-1-5.2 swimming pool, which amendment not only substantially reduced the percentage of lot coverage to meet the 20% code limitation but also allows the ground to remain undisturbed, without excavation within the 100 ft. bluff restricted area. The new construction is also required to conform to code concerning erosion and sediment controls during construction activities to protect the bluff, and as per Code for gutters, downspouts and sub-surface drywells to control storm water runoff from all impervious surfaces. Area Variance Relief Requested: The applicants' original request was to construct an addition to the dwelling with a setback at 26.9 feet measured between the closest corner point and the front lot line. Also proposed was a 12.9' x 16.9' one-story screened porch 18.2 feet from the top of the bluff and an accessory 12' x 20' swimming pool proposed in a nonconforming location at 19.4 feet from the front lot line and 5 feet from the side property line, shown on the Januaq/10, 2006 survey prepared by Joseph A. Inqe,qno. On January 18, 2007, the ZBA received Diaqrams AO02, A 102-A 103, A300- A301, amended 1-15-07 from Ryall Porter Architect,s. proposing similar additions for the increased living floor space, a deck and outdoor shower, as well as an unheated 240 sq. ft. accessory swimming pool, noted at 19 feet from the front lot line and 5 ft. minimum from the side lot line. On April 2, 2007, a survey map revised March 22, 2007 prepared by Joseph A. Ingegno, L.S. was submitted by the applicants to show the minimum code requirement of 15 feet from the westerly side lot line, showing a proposed 12' x 20' size of the accessory swimming pool at a minimum of 15 feet from the westerly side lot line and siting of the fence enclosure, revising the front setback for the pool from 19 feet to 17.3 feet at its closest point, and reducing the size of the raised screen porch to 14'10.5" wide by 12'11.5" deep. Amended Variance Request: During the April 26, 2007 hearing, the Board asked the applicant to bring the plan into more conformity with the zoning code requirements, and to provide calculations of lot coverage applicable under Local Law 11-2007, adopted by the Town on March 27, 2007. The applicants requested an adjournment to allow an extension of time to prepare the lot coverage calculations and to submit possible alternative plans, keeping the hearing open for further questions by Board Members until the next hearing calendar (May 31, 2007). On May 10, 2007, William S. Ryall Jr., Architect submitted revised Site Plans A002 and First Floor Plan Al00, both dated May 9, 2007, agreeing not to build a swimming pool and removing same from the plans, relocating the porch addition farther from the bluff and reducing its size, placing pier foundations under the new porch four feet further from the outer edge of the porch (away from the top of bluff), and submitting lot covera.qe calculation diaqram dated 5-09-07 confirming the allowable lot coverage at less than the code limitation of 20% (based on the estimated 12,831 sq. ft. of land area) with the new construction, as revised. During the May 31, 2007 public hearing, the final May 25, 2007 revised survey map prepared by Joseph A. Ingegno, L.S. was submitted for clarification of the different changes offered by applicant for consideration. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on April 26, 2007 and May 31, 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: REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: Page 3 - June 14, 2007 ZB File No. 6004 - Christopher and Amy Astley CTM No. 13-1-5.2 1. Grant of the alternative revised plan, in this variance application, will not produce an undesirable change in the character in the neighborhood or detriment to nearby properties. The single-family dwelling which exists was constructed on a lot containing a total area of 35,799 square feet and the dwelling is presently only 31 '9" from the top of bluff. The land slopes down significantly from the crest of the bluff to the Long Island Sound in the rear yard, and encompasses a large section of the applicants' deeded land. The applicants' property also has moderate slopes on both the side and front yards making any addition(s) difficult to build. The pool will also be built only 15 feet from the westerly neighbor's side line and would be at a higher elevation than the neighbor's pool. The porch would be 26 from the top of the bluff. The bluff on this property is stable according to the Soil and Water inspector's evaluation, but the property to the east has incurred severe erosion. In discussions with the applicants advising them of the difficulties in their proposal, they agreed to not build a swimming pool, which decreases the amount of overall coverage of the lot by buildings to meet the code limitation, and to move the screened porch to increase the setback from the bluff from the requested 18' to 26', as well as reducing the size of the porch over the existing patio existing in this location. 2. The benefit sought by the applicants cannot be achieved by some method, feasible for the applicants to pursue, other than an area variance. There is no other location on the property for the placement of a bed and bath addition and a screened porch. 3. The variances granted herein are substantial. The code requires a 40-foot setback from the front yard, and the new addition will be only 26.9 feet. The screened porch would require a 100 foot setback from the bluff, and is only 29'1" from the top of the bluff. 4. The difficulty has been self-created as the applicants chose to plan for additions knowing the setback requirements of the codes. 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 applicants to enjoy the benefit of a bed-and-bath addition and screened porch addition over the existing patio, 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 test under New York Town Law 267-B, motion was offered by Member Oliva, seconded by Members Simon and Dinizio, and duly carried, to GRANT the variance as applied for, as shown on the amended survey prepared by Joseph A. Ingegno, Land Surveyor revised May 25, 2007, and the Site Plans A002 and First Floor Plan Al00, both revised May 9, 2007 prepared by Ryall Porter Architects, subject to the following condition: All rainwater should be collected into dry wells as per code (see revised maps, noted above). That this ZBA condition be written into the Building Inspector's Certificate of Occupancy, when issued. Page 4 - June 14, 2007 ZB File No, 6004 - Christopher and Amy Astley CTM No. 13-1-5.2 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 (Chairman), Oliva, Goehringer, and Simon. Weisman was absent. This Resolution s duly ad (4-0). /p m"~s Dinizio Jr., Ch~rma'r{ 6/,~ 5'"'/2007 proved for Filing Member Departmcm Of Henlth Services COUNTY OF SUFFOLK STEVE LEVY SUFR~.K Coum'Y ExEomNE HUMAYUN J. CHARY, I)0, MS CERTIFIED MAIL - RETURN RECEIPT August 13, 2009 William Ryall, Ryall Porter Architects 135 5th Ave. FL2 New York, NY 10010 460 North View Drive, Orient, NY Health Dept. Ref. No.: R10-07-0002 S.C.T.M.: 1000-13-1-5.2 Dear Mr. Ryall: An inspection of the above property conducted on 8/5/09 by a Representative of this Department indicates that the home addition at the above listed address is occupied without Health Department approval. This is a violation of Articles 5 and 6 of the Suffolk County Sanitary Code, which prohibit the occupancy of any permanent building unless Department approval has been obtained for the existing or proposed water supply and sewage disposal facilities. Please take note that this illegal occupancy and use of the sanitary will be grounds for this office to initiate formal proceedings for the alleged violation(s). You are hereby instructed to fulfill the requirements of the Suffolk County Sanitary Code and obtain Final Approval from this office within 30 days of receipt of this notice. Please feel free to contact me with any questions. T C Office of Wastewater Management Au~ 22 200? 4:23PM HP LASERJET FAX p.3 BOARD OF $OUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK ISSUED TO: CHRISTOPHER & AMY ASTLEy PROPER'fY ADDRESS: 460 NORTHVIEW DRIVE, ORHLNT $CTM# 13-1-5.2 AUTHORIZATION Pursuant to thc proviaiona of Chapter 275 and/or Chapter 111 of the Tow~ Code of the Town of Seu~old nad in aecordanc~ wi~h the Rezolution of the Boasd of Tmsteea adopted at the rt~¢~iag h~id on July 24, 2007, and ia consideration of application fe~ in the sum of $250,00 paid by ' t e and subject to the T~a and Conditions as stated ia the Resolu'don, the Swathold Town Board of Tru~ees authorizes' and permits the following: ' ' Wetland Permit to construct a two-stot~y addition to the existing dwelling, now stair/entry hallway addition, new screened ii0rch, {em0val of thg.exlstlag brick patio,' with the condition of installation of gutters and drywells to contaln roof rUnoff, and a line of staked hay bales to be installed prior to constrncflon, and as dePiCged an the plan l prepared by Ryall Porter Architects, last dated Jane 1, 2007, and received July 17, 2007. IN WITNESS WHEREOF, the said Board of Trasla~s hereby causes itn Corporate Seal ~o be affixed, and these presents to be subscribed by a majority of ~he said Board aa of ,this date, DEPARTMENT OF HEALTH SERVICES COUNTY Of SUFFOLK STEVE LEVY SUFFOLK COUNTY EXECUTIVE PERMIT BRIAN L. HARPER, M.D., M.P.H. COMMISSIONER The attached plan, when duly signed by a representative of the Department, constitutes a permit to construct a water supply and/or collection system for the property as depicted. The applicant should take note of any conditions of approval, which may be indicated on the plan or enclosed herein. Construction must conform with applicable standards including "Standards for Approval of Plans and Construction for Sewage Disposal Systems for Single Family Residences" and "Standards and Procedures for Private Water Systems." Omissions, errors or lack of details on the plan does not release the applicant t~om the responsibility of having the construction done in conformance with applicable standards. The permit (plan) expires three (3) years after the approval date. Any modifications which may affect the proposed sewage disposal or water supply systems requires submission of a revised plan and additional fees (if applicable) for reapproval prior to construction. No inspections will be performed by the Department on expired permits. Permits may be renewed, extended, transferred or revised in accordance with the procedures described in "Submission Requirements for Approval of Sewage Disposal and Water Supply Facilities for Single Family Dwellings" (Form WWM-041). It is the applicant's responsibility to call the department at 852-5754, in advance, to arrange inspections of the sewage disposal and/or water supply facilities prior to backfilling. These include inspections of the sewage collection and disposal systems, water supply system components and piping, and final grading as shown on the approved plans. In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. The Department must be notified at least 24 hours in advance to schedule an inspection and excavation inspections must be confirmed by calling 852-5700 prior to 9:30 A.M., the morning of the inspection. Article VII of the Suffolk CounO~ Code, "Septic Industry Businesses," requires that all installers of septic systems within Suffolk County shall possess a valid license from the Suffolk County Office of Consumer Affairs. This office can refuse to perform inspections or grant final approval for the construction of projects that are installed by an unlicensed individual. It is, therefore, in your best interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project. FINAL APPROVAL ISSUED BY THE DEPARTMENT IS NECESSARY PRIOR TO THE OCCUPANCY OF NEW BUILDINGS, ADDITIONS TO EX/STING BUILDINGS, OR FOR T}~ USE OF SEWAGE DISPOSAL OR WATER SUPPLY SYSTEMS. WWM-058 (REV. 9/05) PAGE 1 OF 2 eDIViSION OF ENVIRONMENTAL QUAUTYeOFFICE OF WASTEWATER MANAGEMENTe360 YAPHANK AVENUE, SUITE 2CeYAPHANK NY 11980* PHONE: {631)852-5700 FAX: (631)852-5755 INSTRUCTIONS FOR FINAL APPROVAL OF CONSTRUCTED SYSTEMS It is the applicant's responsibility to call the Department to arrange inspections of the sewage disposal system and water supply facilities prior to backfilling. These include inspections of the soil excavation for the sewage di~osal system, when required, and inspections of the water supply well, well lateral, public water supply line, disposal system, piping and final grading. Other inspections may be required. Following satisfactory construction and inspections: 1. The applicant must submit 4 prints of an as-built plan (up to and including ll"x17"), by a licensed design professional, of the subject property showing the following: a. the lot location and metes/bounds description; b. the lot number(s) and the name of the subdivision, if applicable; c. permanent structures (i.e., buildings, driveways, walkways, swimming pools, decks, retaining walls, etc.); d. the exact location of the private well and lateral, if applicable (give at least 2 dimensions measured from the comers of the building to the well); e. the exact location of the public water line, if applicable; f. the exact location of the septic tank and leaching pool(s), if applicable (give at least 2 dimensions measured from the comers of the building to the covers of the septic tank and each leaching pool); g. the exact location of the sewer line from the dwelling to the street; if applicable; and h. have a clear area at least 3" x 5" for the Department's approval stamp. 2. If a subsurface sewage disposal system has been installed, the applicant must submit a certificate from a licensed sewage disposal installer, attesting that the system has been constructed according to the criteria oftbe Department. If a well has been installed as the potable water supply, then the applicant must submit a well water analysis completed within one (1) year by a certified lab, end a well driller's certificate completed by a licensed well driller. If the well or water quality does not conform to standards, corrective measures will be required as described in the Department's "Private Water System Standards." Please note: water treatment units may not be installed without prior approval of the Deparmaent. 4. If public sewers are utilized for the dwelling, the applicant must also submit one (1) copy of the sewer line inspection approval from the sewer district. In districts operated by Suffolk County, one (1) original of Form S-9, duly executed by the Suffolk County Department nf Public Works, and one (1) copy of a Suffolk County Department of Public Works field sketch are required. 5. If public water is utilized, a tap letter from the appropriate water district indicating that service has been completed to the dwelling will be required. In certain cases, the applicant will be required to submit a certification from a licensed design professional, attesting that all components of the sewage disposal system, retaining wall or sewage collection system have been properly inspected and constructed according to the approved plans and p~afit conditions. Refer to "Certification of Constructed Works" (Form WWM-073). 7. The applicant must submit a "Certificate of Carbon Monoxide Alarm Installation," (Form WWM-075). HEALTH DEPARTMENT REFERENCE NUMBER MUST BE ON ALL CORRESPONDENCE OR DOCUMENTS SUBMIIlED. SUBMIT ALL NECESSARY FINAL PAPERS AT SAM T IE. PHOTOCO 'mS OF DOCVMrNTS WrLL NOT Br ACCEPTED. VVWM-058 (Rev. 9/05) PAGE 2 OF 2 New York State Department of Environmental Conservation Division of Environmental Permits SUNY@Stony Brook; 50 Circle Road; Stony Brook NY 11790-3409 Telephone (631) 444-0365 Facsimile (631) 444-0360 Denise M. Sheehan Commissioner LETTER OF NON-JURISDICTION Christopher and Amy Astley 434 Greenwich Street, #2F New York NY 10013 January 11, 2007 NYSDEC # 1-4738-00604/00003 460 North View Drive Orient NY SCTM # 1000-13-1-5.2 Dear Applicants: Based on the information your agent has submitted, the New York State Department of Environmental Conservation has made the following determination. The portion of the referenc'ed property landward of the top of the bluff, as shown on the survey prepared by Joseph A. Ingegno on 9/25/06, 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 jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide cons .truction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsib'jlits~of~t,aining any necessary permits or approvals from other agencies. ~ ~ ~ truly Y~u[sf ~! ~ /' John A. Wieland -- -- / Deputy Permit Administrator CC: Ryall Porter Architects Bureau of Marine Habitat Protection File TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS/ULATION [ ] FRAMING / STRAPPING [/,~"FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [,~]~R~GH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [-,--~MING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESIST_A~IT CONS[RUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]/~R~LIGH PLBG. [,~] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION~_~ID~ [ ] INSULATION [ ] FRAMING/STRA~IN~ [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:[ ] FIRE RESISTANT CONSTRUCT#~.~/,~/] FIRE(~RESISTANT~.~,_PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~OFOUNDATION 1ST [ ] ROUGH PLBG. ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT PENETRATION [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS:, /~~ DATE INSPECTOR/~~'/~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ [ ]FOUNDATION 2ND [ [ ]FRAMING / STRAPPING [ [ ]FIREPLACE & CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE INSPECTOR_~~ REScheck Compliance certificate-~ New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release I a Data filename: 0608_09_05_07_Astley.rck Permit Number Checked By/Date PROJECT TITLE: Astley House COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric WINDOW / WALL RATIO: 0.22 DATE OF PLANS: 09.18.07 PROJECT DESCRIPTION: Addition to existing single-story wood framed house including: - new entrance foyer and stair - 2 new bedrooms - 2 new bathroom - screened porch 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 - 381 Your Home UA = 334 12.3% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling (no attic) Wall 1-2x6 Stud: Wood Frame, 16" o.c. Window 1: Metal Frame with Thermal Break:Double Pane Door 1: Glass Door 2: Solid Wall 2-Polycarbonate: Other Floor 1: Slab-On-Grade:Heated 588 40.1 16.1 11 1488 24.6 10.5 40 219 0.320 70 150 0.320 48 31 0.090 3 185 0.240 44 114 15.0 112 Insulation depth: 0.3' Floor 2: Ali-Wood Joist/Truss:Over Outside Air Air Conditioner 1: Electric Central Air, 13 SEER Boiler 1: Other (Except Gas-Fired Steam), 90 AFUE 325 59.4 0.9 6 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 Energy Conservation Construction Code requirements. When a Registered Desig~ are attesting that to the best of his/her knowledge, belief, n Professional has stamped an~e, they and professional judgment, suc~.~are in compliance with this Code. ~,..~ ~J ' O-I( d Builder/Dasigne~ Date REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release I a PROJECT TITLE: Astley House Bldg. Dept. Use [ I [ ] [ I [ ] [ ] [ ] [ ! [ ] [ ] [ ] Ceilings: 1. Ceiling 1: Cathedral Ceiling (no attic), 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: 0.240 Documentation must be submitted verifying the overall assembly U-factor. The U-faclor must be developed in accordance with accepted engineering practice. Comments: Windows: 1. Window 1: Metal Frame with Thermal Break:Double Pane, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: 1. Door 1: Glass, U-factor: 0.320 Comments: 2. Door 2: Solid, U-factor: 0.090 Comments: Floors: 1. Floor 1: Slab-On-Grade:Heated, 0.3' insulation depth, R-15.0 continuous insulation Comments: Slab insulation to extend down fi.om the top of the slab to at least 0.3 f~. OR down to at least the bottom of the slab then horizontally for a total distance of 0.3 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: Ali-Wood Joist/Truss:Over Outside Air, R-59.4 cavity + R-0.9 continuous insulation Comments: Heating and Cooling Equipment: 1. Air Conditioner 1: Electric Central Air, 13 SEER or higher Make and Model Number 2. Boiler 1: Other (Except Gas-Fired Steam), 90 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 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials, lfnon-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 thc 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 181A 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 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 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 ~F or chilled fluids below 55 J'F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches bv Pipe Sizes Heated Water Non-Cimulating Runouts Temnerature ( F/ Up to 1" Up to 1.25" 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 Circulating; Mains and Runouts 1.5" to 2.0" Over 2" Table 2: Minimum Insulation Thickness for HV/IC P~oes. Fluid Temp. Insulation Thickness in Inches bv Pipe Sizes Pivin~, System Tvnes 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 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) · About COenergy * Site Map * Search · Home R-Value Table Insulation Values For Selected Materials Use the R-value table below to help you determine the R-value of your wall or ceiling assemblies, To obtain a wall or ceiling assembly R-value you must add the r-values of the individual components together. See the following example: Wall Assembly R-Value Component R-value Wall - Outside Air Film 0.17 Siding - Wood Bevel 0.80 Plywood Sheathing - 1/2" 0,63 3 1/2" Fiberglass Batt 11,00 1/2" Drywall 0.45 Inside Air Film 0.68 Total Wall Assembly R-Value 13.73 R-Value Table R/ RI Material Inch Thickness Insulation Materials Fiberglass Barf 3.14 Fiberglass Blown (attic) 2.20 Fiberglass Blown (wall) 3.20 Rock Wool Batt 3.14 Rock Wool Blown (attic) 3.10 Rock Wool Blown (wall) 3.03 Cellulose Blown (attic) 3.13 Cellulose Blown (wall) 3.70 Vermiculite 2.13 Autoclaved Aerated Concrete 3.90 Urea Terpolymer Foam 4.48 Rigid Fiberglass (> 41b/ft3) 4.00 Expanded Polystyrene (beadboard) 4.00 Extruded Polystyrene 5.00 Polyurethane (foamed-in-place) 6.25 Polyisocyanurate (foil-faced) 7.20 Construction Materials Concrete Block 4" 0.80 Concrete Block 8" 1.11 iConcrete Block 12" 1.28 Brick 4" common 0.80 Brick 4" face 0.44 Poured Concrete 0.08 Soft Wood Lumber 1.25 2" nominal (1 1/2") 1.88 2x4 (3 1/2") 4.38 2x6 (5 1/2") 6.88 Cedar Logs and Lumber 1.33 Sheathing Materials Plywood 1.25 1/4" 0.31 3/8" 0.47 1/2" 0.63 5/8" 0.77 3/4" 0,94 Fiberboard 2.64 1/2" 1.32 25/32" 2.06 Fiberglass (3/4") 3.00 (1") 4.00 (1 1/2") 6.00 Extruded Polystyrene (3/4") 3.75 (1") 5.00 (1 1/2") 7.50 Foil-faced Polyisocyanurate 5.40 (3/4") (1") 7.20 (1 1/2") 10.80 Siding Materials Hardboard (1/2") 0.34 Plywood (5/8") 0.77 (3/4") 0.93 Wood Bevel Lapped 0.80 Aluminum, Steel, Vinyl 0.61 (hollow backed) (w/1/2" Insulating board) 1.80 Brick 4" 0.44 Interior Finish Materials Gypsum Board (drywall 1/2") 0.45 (5/8") O.56 Paneling (3/8") 0.47 Flooring Materials Plywood 1.25 (3/4") 0.93 Particle Board (underlayment) 1.31 (5/8") 0.82 Hardwood Flooring 0.91 (3/4") 0.68 Tile, Linoleum 0.05 Carpet (fibrous pad) 2.08 (rubber pad) 1.23 Roofing Materials Asphalt Shingles 0.44 0.97 Wood Shingles Windows Single Glass 0.91 w/storm 2.00 Double insulating glass 1.61 (3/16") air space (1/4" air space) 1.69 (1/2" air space) 2,04 (3/4" air space) 2.38 (1/2" w/Low-E 0,20) 3.13 (w/suspended film) 2.77 (w/2 suspended films) 3.85 (w/ suspended film and Iow-E) 4.05 Triple insulating glass 2.56 (1/4" air spaces) (1/2" air spaces) 3.23 Addition for tight fitting drapes or shades, or closed blinds 0,29 Doom Wood Hollow Core Flush 2.17 (1 3/4") Solid Core Flush (1 3/4") 3.03 Solid Core Flush (2 1/4") 3.70 Panel Door w/7/16" Panels 1.85 (1 3/4") Storm Door (wood 50% glass) 1.25 (metal) 1.00 Metal Insulating 15.00 (2" w/urethane Air Films Interior Ceiling 0,61 interior Wall 0.68 Exterior 0.17 Air Spaces 1/2" to 4" approximately 1.00 Back I Top Hot Issues I TiPs & Information I Communications Center Calendar of Events I Colorado Activities J Enerov Directory I Enerav Data Laws/Leaislation I Professionals Corner I Job Announcements Other Sites I About COenerqy I Site MaD I Search I Home © 2000-2006 ColoradoENERGY.org This site is currently maintained and hosted by Randy L, Martin of R. L. Martin & Associates Comments on the site and notification of items that could be included can be sent to: email Last Updated: 03/21/2005 PerfOrmance Properties i Empty i Nan, 8mm Light TranS~,issio~ 81% .... 66% .. Shading Coefficien 0.94" 0.77 U-Value 0.58 0.39 ~ R-Value 1.72 2.56 I 0mm Light Transmission 82% 64% Shading Coellicient 0.94' 0.73 U-Value 0.55 0.33 R-Value 1.82 "' 3.03 16mm Light Transmission 74% 50~/o Shading Coefficient 0.86 ...... 0.58 U-Value 0.42 ..... 0.23 R-Value 2.38 4.35 ..20mm .... Light Transmission 75% 46% ............ Shadi _ng__C_o_e .ffi~!e~ 0.8e "0.53 U-Value 0.33 -' 0.19 ......... R;Value ......... 3.03 .... 5.26 25m_m* Light TranSmission 69% 37% .......... Shading Coeffi~ie~ .__0.61 ...... 0.32 ' ............ U-Value 0.26 0.16 R-vaLe ................ 3.55 ........6.25 · .40mm.' Light Transmission 89% 25% -~ ....... Shading Coefficient 0.66 0.26 . . U-Value 0.19 .... 0,16 R-Value 5.26' ' 10 To: George Gillen 54375 Route 25 Southold, NY 11971 From: Brennan McGrath TRANSMITTAL 135 Fifth Avenue New York, NY 10010 TEL (212)254-1175 FAX (212)254-1755 Date: 07.08.08 Via: Fedex Project: 0608 Astley Enclosures Copies Description No. Date Rev. 1 Amended Sections 07.08.08 1 Amended Rescheck 07.08.08 Remarks: G. eorge, This letter is with reference to the insulation inspection that took place yesterday at the Astley house. The R Values that you were looking for were called out in the detail sections. However, due to budget issues early on in the project, we switched the insulation from a sprayed rigid foam to a standard batt insulation, which you saw the other day. Before deciding to down-grade to the less efficient of the two insulations, we reworked our REScheck to make sure we were still energy code compliant. I spoke with Mike Verity this morning who asked that I send along the updated info to resolve the issue. Enclosed you'll find updated sections and an updated REScheck that reflect the way the structure was built, with the correct R Values in place. Please let me know if there is anything else required to pass our insulation inspection. Thank you, Brennan K. McGrath To: Cc: From: Date: Project: T°w~0f~ Sou~hold Dep.a'~'ment of Building Brennan K. McGrath 10.11.07 0608 - Astley . IANSM ITTAL Via:FedEx 135 F~h Avenue New York, NY 10010 TEL (212)254-1175 FAX {212)254-1755 Enclosures Copies Description No. Date Rev. 1 Check 4498 10_11_07 Remarks: Enclosed please find the remaining balance of $151.20 for the Astley project. If there is anything else I can provide please don't hesitate to call me at the number above. Regards, Brennan K. McGrath Cc: From: Date: Project: Michael Verity Southold Building Department N/A Brennan K. McGrath 09.18.07 0608 - Astley TRANSMITTAL Via: FedEx 135 FiSh Avenue New Yo~,NY 10010 TEL (212)254-1175 FAX (212)254-1755 Enclosures Copies Description 'No. Date Rev. 4 Drawing Sets 09.18.07 1 Check 4460 09.18.07 1 Rescheck 09.18.07 1 Permit from Board of Health 09.04.07 1 Receipt from Town Clerk for Septic 09.13.07 1 Approval from Town Trustees 1 Approval from ZBA 06.25.07 1 Survey from Joseph Ingegno 26 319D 09.25.06 1 Letter of Non-Jurisdiction from 01.11.07 NYCDEC #1-4738-00604/00003 I Run-off Assessment Form (and 09.04.07 supportin~l material) Remarks: Enclosed please find the contents mentioned in the list above in order to reactivate the building permit application, which was placed on hold December 13th, 2006. Please contact me directly if there is anything else I can provide. Thank you, Brennan K. McGrath JUL-09-~O0? ~O:~g P.O! FAX ._To..; Patri¢i{~. Conklin Fax No: (.631) 765-9502 From:. Meredith Epley Date: 07.0~,07 Project: _. 06q. 8 Astley Page 1_of 5 .RE: ZBA app[oyal 135 Fifth Avenue New Yo~,NY 10010 TEL (212)254-1175 FAX (212)2r:)4-1755 Dear Patricia. Please find attached a copy of the Zoning Board of Appeals' written determination regarding the, AstleY property at 460 North View Drive (SCTM# 100~-13-1-5.2). Please add this document to the file for our permit application. Thanks very much for your help. Please call with questions. Best regards, Meredith Epley For Ryall Porter Architects 07-09-2007 09:~1 SOUTHOLO BUILDING DEPT 16~17659502 PAGE1 TRANSMITTAL 135 Fifth Avenue New York, NY 10010 To: George Gillen 54375 Route 25 TEL (212)254-1175 FAX (212)254-1755 Southold, NY 11971 From: Brennan McGrath Date: 07.08.08 Via: Fedex Project: 0608 Astley Enclosures Copies Description No. Date Rev. 1 Amended Sections 07.08.08 1 Amended Rescheck 07.08.08 Remarks: George, This letter is with reference to the insulation inspection that took place yesterday at the Astley house. The R Values that you were looking for were called out in the detail sections. However, due to budget issues early on in the project, we switched the insulation from a sprayed rigid foam to a standard bart insulation, which you saw the other day. Before deciding to down-grade to the less efficient of the two insulations, we reworked our REScheck to make sure we were still energy code compliant. I spoke with Mike Verity this morning who asked that I send along the updated info to resolve the issue. Enclosed you'll find updated sections and an updated REScheck that reflect the way the structure was built, with the correct R Values in place. Please let me know if there is anything else required to pass our insulation inspection. Thank you, Brennan K. blcGrath I 0 -'-TRANSMITTAL 135 Fifth Avenue New York, NY 10010 To: Gary Fish 54375 Route 25 TEL (212)254-1175 FAX (212)254-1755 Southold, NY 11971 From: Brennan McGrath Date: 07.02.08 Via: Fedex Project: 0608 Astley Enclosures Copies Description No. Date Rev, 1 Al00 07.02.08 1 A101 07.02.08 1 A300 07.02,08 1 A301 07.02.08 1 SK-10 07.02.08 Remarks: Gary, Enclosed please find the plan and elevation drawings requested showing the privacy screen outside of the master bedroom porch at the Astley residence. We have also included a sketch to elaborate on the construction of the armature. Please let me know if there is anything else required. Thank you, Brennan K. McGrath TRANSMITTAL 135 Fifth Avenue New York, NY 10010 TEL (212)254-1175 To: Southold BuildingDej3artment FAX (212)254-1755 ~Town Ha1~53095 Main Road Southold, NY 11971 From:_Meredith Epley Date: 12:!2.06_ Via: FedEx Project: 0608 Astley House RE: permit application Enclosures C~opies Remarks: Description Date SiteLandSurveYsurveyorSigned & sealed by Joseph A. Ingegno 09.2S.06 To Whom It May Concern, Please find enclosed a signed and sealed copy of the Site Survey for the Astley House. I just realized that it was accidentally left out of the package submitted by my colleague, William Ryall, on December 12, 2006 as part of our application for a building permit. I would appreciate it if you would call to confirm that the survey has been received and filed with the rest of our documents. Best regards, Meredith Epley :~ For Ryall Porter Architects 0608 Astley House U-value Calculation for Polycarbonate Wall Assembly Material Component R-value Wall - Interior Air Film 0.68 40mm polycarbonate sheet by Duogard 5.26 3-1/2" air space 1.00 40mm Thermos]al by Pol¥c~al 5.26 Wall - Exterior Air Film 0.17 TOTAL WALL ASSEMBLY R-VALUE 12.37 ITOTAL WALL ASSEMBLY U-VALUE (1/R-value)l 0.0811 Ryall Porter Architects 12/5/06 architects 135 Fifth Avenue New York City 10010 FAX [2~2] 254-1755 rEL [212] 254-1175 12 December 2006 Town of Southold Building Department Town Hall Southold, NY 11971 re: Application for Building Permit Astley House 460 North View Drive, Brown's Hills, Orient, NY 11957 To Whom It May Concern: On behalf of Amy and Chris Astley I am submitting this app!ication for a building permit. Because this project does not conform to standard setback requirements, I expect that our application will be rejected, and that we will then submit drawings for approval from the Zoning Board of Appeals. If you have any questions or concerns please contact me, or the project architect, Meredith Epley. ENCLOSED FORMS and DRAWINGS 1. Application for Building Permit 2. REScheck Compliance Certificate and supporting documentation 3. Site Survey Signed and sealed by Joseph A. Ingegno Land Surveyor 4. Department of Building Application Package (four sets) S/gned and sealed by W/E/am Ryall of Ryall Porter Arch/tects October 28, 2008 Ruth Oliva Vice-Chair Board of Appeals Town of Southold P.O. Box 1179 Southold, NY 11971-0959 Re: 460 South View Drive, Brown's Hills, Orient ZBA #6004 Dear Ms. Oliva, We are in receipt of your letter dated October 22, 2008 to Christopher and Amy Astley, Owners of 460 North View Drive. We are their architects and agent coordinating applications to the various governmental bodies. Replacing the outdoor AC compressor where it had been located on the approved plan turned out to be nearly impossible because of site conditions (which you will see by looking at the house and the way the land falls away), and connections to the new air handler inside the house. The contractor located the new compressor in a position to the west of the house where he thought it would be no nuisance to anyone including the neighbors to the west who have already located their new pool equipment in almost the same location! We could of course spend several thousand dollars moving the compressor to another location, but I am not sure that this would be any better than it already is, now placed closely to the neighbors' pool equipment. We apologize for not running this past the ZBA when it was realized that the AC compressor would not work where indicated on the plan. Our ZBA application related specifically to Zoning setbacks and building footprint on a non-conforming waterfront lot. I would greatly appreciate it if you could take a quick look at the AC unit on the property. I know that you are in Orient so I hope that this would be just a couple minutes out of your way. If you view this as a ZBA-reiated issue and a real problem, we would gladly follow your reading on what could be a useful and real solution. Sincerely, William Ryali, AIA, LEED Cc: Chris & Amy Astley 2 10/11/2007 THU 10~59 FAX 2122541755 Ryall Porter Arch {001/003 ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF ¥1TAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfor k.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD September 14, 2007 Dear Sir/Madam: Enclosed herewith is the Construction, Alteration or Modification Permit for a Septic Tank/Cesspool System for which you applied. AFTER the system is installed but prior to being used, an OPERATION PERMIT IS REQUIRED. The operation Permit is issued by the Southold Town Clerk's Office. The fee is Ten Dollars ($10.00) for a residential system and twenty-five dollars ($25.00) for a non- residential system. Your check should be made payable to the "Southold Town Clerk". An application fom~ is enclosed. Please complete the requested information and return the application, proper fee, and LOCATION MAP (nmp must indicate the location of the cesspool(s)/septic tank(s), giving approximate distances in feet from any buildings to the pools and distances between the pools. Should you have any questions concerning this mattel', please do not hesitate to contact this office. Very truly yours, lc el e . Martocchla Senior Account Clerk Typist Enclosures(2) 10-1~.-2007 10:01~ $OUTHOI_D BUIL. DIN~ DEPT 163176~5~50~ P~(~E1 10/11/2007 THU 10:59 FAX 2122541755 Ryall Porker Axch ~002/003 ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.north forknet OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISPOSAL PERMIT CONSTRUCTION OR ALTERATION PERMIT SEPTIC TANK or CESSPOOL Permit No. 3580 R Fee $ 10.00 PERMIT ISSUED TO: Name : Address 1: City St Zip Residential X Non-Residential Septic X Cesspool WILLIAM RYALL RYALL PORTER ARCHITECTS NEW YORK NY 10010 Descripton of Proposed Construction or Alteration 2 STORY HOUSE ADDITION -FINAL APPROVAL REQUIRED FROM THE SUFFOL~ COUNTY HEALTH DEPARTMENT Name Of Owner Mailing Address 1 CHRIS & AMY ASTI~'~Y 434 GREENWICH STREET #2F City St Zip Property Address 1 NEW YORK NY 10013 460 NORTH VIEW DRIVE City St Zip Tax M~p No. section Cross Street Building Permit Number Cross Reference: ORIENT NY 11957 13.00 block 1 lot 520 SOUTHVIEW DRIVE Issue Date: 9/14/07 Elizabeth A.NeVilleNevl e Southold Town Clerk (TOWN SEAL) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WASTEWATER MANAGEMENT 360 YAPHANK AVENUE, SUITE 2C YAPHANK, N.Y. 11980 (631) 852-5700 RYALL PORTER ARCHITECTS 135 FIFTH AVE., 2ND FLOOR NEW YORK NY 10010 CASH RECEIPT Date Processed: 01/05/07 Hdref No: R10-07-0002 Received From: RYALL PORTER ARCHITECTS Project Name: Location: Receipt #:135736-P-87347-14250 RESIDENTIAL pIIB WTR & LP'S Fee: $275.00 Amount Paid: $275.00 Check Number: 3895 RESIDENCE @ N/S NORTH VIEW RD., 451' W/O BROWN'S HILL RD. N/S NORTH VIEW RD., 451' W/O BROWN'S HILL RD. GE0155 /,~a-/,~-/-o-7,;-TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER , STRE~.~ 'fi-~O VlLU, GE D,sT SUB. LOT ~FORMERbWNER ' -- ,'- N ~,~ /J /' , .~ E ~[~ ~'C~.[ .L, ~V¢. I ~ ~._ S W ~PE OF BUILDING RES. ff/~ ~ S~S. VL FARM cOMM. CB. MISC. Mkt. Valu, N~ NORMAL BELOW ABOVE FA~ Acre Value Per Value ~re Tillable Tillable 2 rillable 3 - ~oodland ;wampland FRONTAGE ON WATER ' J~' ~ : ~3 7 douse Plot DEPTH ~.~ 2 ~ BULKH~D 'oral DOCKI I COLOR TRIM Extension Extension Extension Porch Porch Garage Patio Total Foundation Basement Ext. Wails Fire Place Type Roof Recreation Roar Driveway Bath Floors Interior Finish. Heat Rooms 1st Floor Rooms 2nd Floe inette LR. DR. BR. FiN. B. . 0S~29-2007 12:49 SOUTHOLD BUILDIN~ DEPT i63i7659502 PAGE2 Town of $outhold Erosion~ Sedimentation & Stoi-i,i-Water Run.off ASSESSMENT FORM ~aoPERTY LOCATION: ~.~,T~ #~ THE FOIJ,OWINa AGTION~ ~Y RE~IRE ~E ~l~ OF A ~ ~/ ~'.~ ~A~ G~IN~ U~ AND ~Q~ ~L F~N GE~IFI~ BY A D~GH ~OF~SIO~ IN ~E ~ATE OF N~ YO~, item Numhec (NOTE: A Check Murk (~) for cash Qu~s'don is I~uimd for a C(:]mlMele A43plicatio~) Will this Pmjeol Relaln All Stonn. Wwier Run-Off Gerwatocl by · Two (2') [nch Rainfall on Site? Yas No 2 3 4 6 7 8 9 (ThiS item will In01tKle ail mn-off cmat~t by site cleudng and/or construction ec'~4~es as wall as all Site Improvements end the permanent creation of Impehtl~us surfaces.] Does Ihs $1Ie Plan arid/or Survey Show All Proposed Drainage Structures Indice6ng Size & Location? This Item shall include alt Proposed Grade Changes and Sl~ Controlling Surfaoe WelerFIowl Will this Project Require any Land Filling, Grading or Excavation whom them Is e dlange to Ihs Natural Existing Grade thvohing more than 200 Cubic Yards of Malarial wig, In any Parcel? Will this Ap~lloatlon Require Land Distu~'~lng A,~vRiss Encompassing an Ama in Excess of Flve'l~ousend (5,000) ~re Feet of Ground Surface? is there a Natu~ll Water Coorse Runn/ng thro~g~l ~ Site? I$ this Project ~thin the Trustees iL'XLSdiCt;On or within O~e Hundred (t 00') fee~ of a Walend or I~ach? Will them be Gila pmperagan on Exlsling Grade Slopes which Exceed Fifteen (15) foot of Vertical Rise to One Hundred It00') of Horizontal Distance? s/Via Driveways, Perking Areas or other Impervious SurMces be 8loped to Direct Storm-Water Ru~¥Off into and/or i~ the dir~'lion of e Tewn right-of-way? Will this Project Require the PlaoamenI of MalaPai, Removal of Vegetation and/er the Co~strucflo~ el' any Item Within the Town Right.of-Way er Road Shoulder Alee? ('this Item will NOT include the Installation of DHvsway Aprons.) WIll thl~ Project Require Site Preparation within the One Hundrnd (100) year Floodplain nf any Walk,ourse? NOTE: If Any Answer to Questions One thro~lh Nine Is Answored with e Check MeN( In the B~x, a Storm.Water, Grading, Dmthage & ErMIon Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permltl EXEMPTION: Yee No Ooe~ this project meet the minimum standards for ctossifical~on as an Agricultural Project? ~/ ~n'^T~, ol, ~w ¥o~. co~sa'r o~ .....~.~..ff.~.o...%~ ............ ss ~ol L ,.-.~.L~-~,~,.~.~--..-~-~-~ ............................ ~s duly sworn, d~scs ~d ~ys fl~t hd~hc is fltc ~amt for l'~i~ ,.d ~, h~,h~ ~, ~ ...~.~,'..~E~.....~.....~.~..~......4~.~.~ .................................................................... (~er and/or ~presefltativc of file Owner of O~'s, ~d is dilly au~orized to ~ffol'm ~' have ~dbrnled ~e ~d ~ik md to m~c and filc this app[~tk)n; fl]a ~1 s~t~ten~ coB~ined m this application are ~ue to Ule ~t ol'~s ~led~ and ~eJ:, a~ fl~ ~]c ~)~ will l< pcdonzl~ hi Otc t~0Ber set bHh in thc application filcd hcr~th. Sworn m hcfom mcJhis; ~ , .............. ....................................... FORM - 06107 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: December 26, 2006 TO: William Ryall for C & A Astley 135 5th Avenue 2nd FI. New York, NY 10010 Please take notice that your application dated December 13, 2006 For a permit for additions & accy swimming pool to an existing single family dwelling at Location of property: 460 Northview Dr., Orient, NY County Tax Map No. 1000 - Section 13 Block 1 Lot 5.2 Is returned herewith and disapproved on the following grounds: The construction to a single family dwelling on a non-conforming, 35,799 sq. ft. parcel in a R80 Zone is not permitted pursuant to Article XXIII, 280-124 which states: "This section is intended to provide minimum standards for granting of a building permit for the principal buildings of lots which are recognized by the town under 280-9, are nonconforming and have not merged pursuant to 280-10." The minimum required front yard setback for this parcel is 40'. The proposed front yard setback is 26'2". The proposed screened porch addition is not permitted pursuant it Article XXII, Section 280-116 which states: "Lots adjacent to LI Sound. (1) All building or structures lo~ cated on lots adiacent to sounds ,,, shall be set back not fewer than 100' from the top of such bluff or bank." The proposed porch will be approximately 18' from the top of the bluff. Furthermore, the proposed accessory pool is not permitted pursuant to Article III, Section 280-15 which states: "In the case of a waterfront parcel, accessory structures may be located in the front yard..." The proposed pool is located in other than the front yard, setback 19' from the front line. ~ Authorized Signature BUTTON OR GROMMET ', USED TO ATTATCH ~ T PRIVACY CURTAIN 2X6 MAHOGANY TOP PLATE , : 2X6 MAHOGANY POST 2X6 MAHOGANY RAILING ~.- : I I I : iol 1/4" STAINLESS STEEL CABLE SAFETY RAIL ; I I : I I I I I TOP OF DECK 1/2" DIA. 12" GALVANIZED TO HEADER RECLAIMED LUMBER SIDING BEYOND 1/2" DIA. 12"GALVANIZED SCREW ~ i - '~- _~- FASTENED TO VERTICAL ~ __ 2X4 CONNECTED AT RECLAIMED LUMBER SIDING · W NO.: 0608 PRIVACY CURTAIN ASSEMBLY ;)w..: BMG DATE.: 07/02/08 ~3~ F~h A,~, SCALE.: 1 "= 1' ...,., .... 0608 ASTLEY LONG 1,5"£AiYD ,5'OUND S 87'28'06" £ ,*% N 84'39'49" E TE~T HOLE DATA 4¢¸ SURVEY OF PROPERTY · .., , ,.,,:~ SITUATED AT ;. ~,¢:'. ~u~- · ,,~ ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ~. S.C. lAX ~o. 1000-13-01-5.2 SEPTEUBER 25, 2006 J5seph A. Ingegno Land Surveyor PHONE (631)727-2090 Fax (631)727 1727 LONG L LA ND 0 UND ~z. ~,9 ,49 E 43.02' S 87'28'06" E 90,60' COA$ COASTkL £ROSI~..H~ SHEET 19 OF 49 / .~ /////. / / / T ST OLE DATA LOT COVEt~OTE$: 1. BUILDABLE AREA = 12,490 sq. ff. (AREA LANDWARD OF COASTAL EROSION 2. EXISTING BUILDING COVERAGE IS 1,070 OF BUILDABLE AREA. $. PROPOSED BUILDING COVERAGE (EXISTING HOUSE, PROPOSED ADDITION & PROPOSED SCREENED PORCH IS 1,956 sq. fl. OR 15.50% OF BUILDABLE AREA. THIS IS A 80,95% INCREASE FROM THE EXISTING BUILDING COVERAGE 4. TOTAL EXISTING LOT COVERAGE, INCLUDING EXISTING HOUSE, WALKS & PATIOS IS 1,958 sq. ff. OR 15.68% OF BUILDABLE AREA TOTAL PROPOSED LOT COVERAGE, INCLUDING EXISTING HOUSE, WALKS & PATIOS, AND PROPOSED ADDITION, SCREENED PORCH, IS 2,824 sq. ff. OR 22.61% OF BUILDABLE AREA. NOTES SURVEY OF PROPERTY SfTUA TED A T ORIENT TOWN OF $OUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-13-01-5.2 SCALE 1"=20' SEPTEMBER 25, 2006 JANUARY 10, 2006 ADDED LOT COVERAGE DATA MARCH 22, 2007 REVISED SITE pLAN MAY 11, 2007 REVISED SITE PLAN AREA = 35,799.45 sq. ff. (TO TIE UNE) 0.821 ac. 1, ELEVATIONS ARE REFERENCED TO N,O,V,O. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:~ EXISTING CONTOUR LINES ARE SHOWN THUS: -- - ~00 - 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE IS 1,bDO GALLONS. 3, MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 500 iq ft SIDEWALL AREA. 1 POOL; 12' DEEP, B' dia. PROPOSEB EXPANSION POOL 4, THE LOCATION OE WELLS AND CESSPOOLS SHOWN HEREON ABE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS, 5. EXISTING SEPTIC SYSTEM BTRDCTDRES SHALL BE PUMPED CLEAN AND REMOVED iN ACCORDANCE WITH S,C,D.H.S, STANDARDS, 6. ALL ROOF RUNOFF TO BE CAPTURED BY DRYWELLS. 7. PROPOSED SCREENED PORCH WILL BE SUPPORTED BY CONCRETE SONOTUBE PIERS, Wff~ ALL EXCAVATION DONE BY HAND IN ORDER TO MINIMIZE LAND DISTURBANCE. // II BREAKDOWN OF LOT COVERAGE LOT AREA LANDWARD OF COASTAL EROSION HAZARD LINE CERTIFIED TO' CHRISTOPHER ASTLEY AMY ASTLEY N.Y,S. be, No, 49668 A. Ingegno Surveyor PHONE (651)727-2090 Fax (651)727 1727 26-319D LONG ISLAND SOUND S 87"28'06" E 90.60' N 84' 39'49" 43.02' E 0~. SURVEY OF PROPERTY SITUA TED A T ORIENT TOWN OF SOUIHOID SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-13-01-5.2 SCALE 1"=20' SEPTEMBER 25, 2006 JANUARY 10, 2006 ADDED LOT COVERAGE DATA MARCH 22, 2007 REVISED SITE PLAN MAY 11, 2007 REVISED SITE PLAN MAY 25, 2007 REVISED TO SHOW EXISTING PATIOS TO BE REMOVED APRIL 15, 2008 FOUNDATION LOCATION MARCH 3, 2009 FINAL SURVEY DECEMBER 4, 2009 ADDED NEW WATER LINE AREA = 35,799.45 sq. fl. (TO Tie UNE) 0.821 aC. RECEIVED DEC 0,8 2009 SUFF, (30. HEN. tH SERVICES OFFICE OF WASTEWATER MGT, \ .N o¢Ti4 t~lo-o 7-ooo :z_. CERTIFIED TO: CHRISTOPHER ASTLEY AMY ASTLEY THE EXISTENCE OF RIGHTS OF WAY Nathan Taft Corwin III Land Surveyor PHONE (631)727-2090 Fox (631)727-1727 EPDM MEMBRANE BUILT UP RIGID INSULATION OR FEATHERBOARD FOR DRAINAGE (3)2X4 PARAPET 3/4" PLYWOOD FLASHING 12" FIBERGLASS BATr INSULATION - R 38 IN CAVITY RECLAIMED LUMBER 3/4" VERTICAL P~ BATTENS ICE AND WATER SHEILD 3/4" PLYWOOD 12" FIBERGLASS BATr INSULATION - R 21 IN CAVITY 1/2" G.W.B. WOOD TRIM - T.B.D. 3/4" PLYVVOOD FINISH FLOOR TUBES FOR RADIANT SLEEPERS FOR RADIANT PLYWOOD TO EDGE OF STUD WALL RECLAIMED LUMBER 3/4" VERTICAL P.T. BATTENS ICE AND WATER SHEILD 1/2" PLYWOOD HEADER ABOVE WINDOW 104 - SEE STRUC~ 12" FIBERGLASS BATI' INSULATION - R 21 IN CAVITY RECLAIMED LUMBER 3/4" VERTICAL P.~ BA'I-rENS ICE AND WATER SREILD 1/2" pLYWOOD METAL FLASHING BEHIND ICE AND WATER SHEILD GRADE PARGED FINISH SURFACE 1" RIGID INSULATION WATER STOP - TYR 2" RIGID INSULATION 4" CLEAN GRAVEL FILL WATERPROOFING 2" RIGID INSULATION DRAINAGE MAT MOISTURE BARRIER CLEAN GRAVEL FILL PARGED CANT 4" DIA. FOUNDATION DRAIN -- ~ SECTION AT SOUTH WALL OF BEDROOM ADDITION 1 1/2" = 1'-o" 3/4" FINISHED PLYWOOD FLOOR RADIANT HEATING TUBES BETWEEN 3/4" SLEEPERS 314" PLYWOOD SUBFLOOR CATALEIVERED LVL - SEE STRUCT. 1/2" G.W.B. TOP PLATE HEADER - SEE STRUC[ WATERPROOF FLUORESCENT - SEE A2.00 FOR SPE~C HUNG EXTERtOR CEILING TO CONCEAL FIXTURE - CLADDING ICE AND WATER SHEILD EXT. DECKING - ~B.D. P~L VERTICAL BATTENS METAL FLASHING BEHIND ICE AND WATER SHEILD P.T. LEDGER AFFIXED TO SLAB 4" CLEAN GRAVEL FILL 2" RIGID INSULATION WATER STOP - TYR WATERPROOFING 2" RIGID INSULATION DRAINAGE MAT MOISTURE BARRIER CLEAN GRAVEL FILL 4" DIA. FOUNDATION DRAIN PARGED CANT NOTE: ALL JOINTS, PENETRATIONS, ETC. MUST BE SEALED ~) SECTION AT SOUTH WALL OF BEDROOM ADDITION 1 1/2" = 1'-0" EPDM MEMBRANE ROOF ON MIN 3/4" PLYWOOD SUBROOFING -SEE NAILING SCHEDULE ON A001 FOR SPACING BUILT UP RIGID INSULATION OR FEATHERBOARD FOR DRAINAGE CRICK~I I BEYOND CONTINUOUS FLASHING TO DRIP EDGE (3)2X4 BUILT UP PARAPET 12"FIBERGLASS BA3T INSULATION - R 38 IN CAVITY ICE AND WATER SHEILD TO DRAIN OUT HEADED BETWEEN 2X12 RAFTERS ICE AND WATER SHEILD TO DRAIN OUT WINDOW 5 1/2" FIBERGLASS BA'FI' INSULATION - R 21 IN CAVITY 12"FIBERGLASS BATE INSULATION - R 38 IN CAVITY 3/4" PLYWOOD SUBFLOOR CONTINUOUS TO OUTSIDE EDGE OF BOSOM PLATE RIM BOARD - SEE STRUC~L VERTICAL RT. BATrENS ICE AND WATER SHFII D TO DRAIN OUT CANTILEVERED LVL 1/2" PLYWOOD TO CONTINUE ONTO HUNG CEILING HUNG EXTERIOR CEILING EXTERIOR SIDING DECKING T.R.D. GRADE 1X8 RIM BOARD SIMPSON PLATE TO CONNECT TO PEIR PIER FOUNDATION G SECTtON AT NORTH WALL OF BEDROOM ADDITION I 112" = 1'-0" ASTLEY HOUSE 460 NORTH VIEW DRIVE BROWN'S HILLS ORIENT, NEW YORK ISSUED TO BUILDING DEPARTMENT ' FOR PERMIT PRICING SET PRICING GET PRICING SET ISSUED TO TOWN OF SOUTHOLD BUILDING DEPARTMENT FOR SUlLDING 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: BME CHECKED: WF PRINT DATE. 07.080[ SCALE: 11~'=1~' DETAIL WALL SECTIONS A500 EPDM MEMBRANE BUILT UP RIGID INSULATION OR FEATHERBOARD FOR DRAINAGE (3)2)(4 PARAPET 3/4" PLYWOOD FLASHING 12" FIBERGLASS BA~I' INSULATION - R 38 IN CAVITY RECLAIMED LUMBER 3/4" VERTICAL El~ BATrENS- iCE AND WATER SHEILD 3/4" PLYWOOD 12" FIBERGLASS BATT INSULATION - R 21 IN CAVITY WOOD TRIM - [B.D. 3/4" PLYWOOD FINISH FLOOR TUBES FOR RADIANT SLEEPERS FOR RADIANT PLYWOOD TO EDGE OF STUD WALL RECLAIMED LUMBER 3/4" VERTICAL RI BATTENS ICE AND WATER SHEILD 1/_~, PLYWOOD HEADER ABOVE WINDOW 104 - SEE STRUC~ 12" FIBERGLASS BATr INSULATION - R 21 IN CAVITY RECLAIMED LUMBER 3/4" VERTICAL RI BATTENS ICE AND WATER SHEILD 1/2" pLYWOOD METAL FLASHING BEHIND ICE AND WATER SHEILD GRADE PARGED FINISH SURFACE 1" RIGID INSULATION WATER STOP - TYR 2" RIGID INSULATION 4" CLEAN GRAVEL FILL WATERPROOFING 2" RIGID INSULATION DRAINAGE MAT MOISTURE BARRIER CLEAN GRAVEL FILL PARGEB CANT 4" DIA. FOUNDATION DRAIN -- ~) SECTION AT SOUTH WALL OF BEDROOM ADDITION I 1/2" = 1'-0" 3/4" FINISHED PLYWOOD FLOOR RADIANT HEATING TUBES BETWEEN 3/4" SLEEPERS 314" PLYWOOD SUBFLOOR CATALEIVERED LVL- SEE STRUCT. TOP PLATE HEADER - SEE STRUCT. WATERPROOF FLUORESCENT - SEE A200 FOR SPEC CEILING TO CONCEAL FIXTURE - CLADI~ING ICE AND WATER SHEILD EXT. DECKING - ~B.D. P.T. VERTICAL BATTENS METAL FLASHING BEHIND ICE AND WATER SHEILD P,T. LEDGER AFFIXED TO SLAB 4" CLEAN GRAVEL FILL 2" RIGID INSULATION WATER STOP - TYR WATERPROOFING 2" RIGID INSULATION DRAINAGE MAT MOISTURE BARRIER CLEAN GRAVEL FILL 4" DI~ FOUNDATION DRAIN PARGED CANT NOTE: ALL JOINTS, PENETRATIONS, ETC. MUST BE SEALED (~ SECTION AT SOUTH WALL OF BEDROOM ADDITION I 1/2" = 1'-0" EPDM MEMBRANE ROOF ON MIN 3/4" PLYWOOD SUBROOFING -SEE NAILING SCHEDULE ON A001 FOR SPACING BUILT UP RIGID INSULATION OR FEATHERBOARD FOR DRAINAGE CRICK~ I BEYOND CONTINUOUS FLASHING TO DRIP EDGE (3)2)(4 BUILT UP PARAPET 12"FIBERGLASS BATr INSULATION - R 38 IN CAVITY ICE AND WATER SHEILD TO DRAIN OUT HEADED BETWEEN 2X12 RAFTERS ICE AND WATER SHEILD TO DRAIN oLrr WINDOW 5 1/2" FIBERGLASS BATF INSULATION - R 21 IN CAVITY 12"FIBERGLASS RATT INSULATION - R 38 IN CAVITY 3/4" PLYWOOD SUBFLOOR CONTINUOUS TO OUTSIDE EDGE OF BOttOM PLATE RIM BOARD - SEE STRUCT. VERTICAL P.T. BATTENS ICE AND WATER SHEILD TO DRAIN OUT CANTILEVERED LVL 1/2" PLYWOOD TO CONTINUE ONTO HUNG CEILING HUNG EXTERIOR CEILING EXTERIOR SIDING DECKING [B.D, GRADE' 1X8 RIM BOARD SIMPSON PLATETO CONNECT TO PEIR PIER FOUNDATION ~ SECTION AT NORTH WALL OF BEDROOM ADDITION 1 1/2" = 1'-0" ASTLEY HOUSE 460 NORTH VIEW DRIVE BROWN'S HILLS ORIENT, NEW YORK DA'~ 06.22.07 O8.02.07 08 14.07 07.08.08 REal'Om ISSUED TO BUILDING DEPARTMENT FOR PERMIT PRICING SET PRICING SET PRICING SET ISSUED TO TOWN OF SOUTHOLD BUILDING 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 IDB NUMBER: 0608 3RAWN: BMG ~HECKED: WR =RINT DATE: 07 08.08 ~CALE: I 1/2"= 1'~0" DETAIL WALL SECTIONS A500 SCUPPER AND DOWNSPOUT 1. ALL NEW WINDOWS AND GLASS DOORS TO BE WOOD FRAME DOUBLE PANE WITH LOW-E GLASS. GENERAL NOTES TOTAL U-FACTOR 0.350 EXISTING WALLS - NEW WALLS LIVING ROOM - LINE OF ROOF ABOVE - ROOM NUMBER /ROOM LABEL - SMOKE DETECTION DEVICE -MTD ON CEILING (TYP) - CARBON MONOXIDE DETECTION DEVICE -MTD ON WALL 24" AFF (TYP) CONSTRUCTION LEGEND OPEN TO BELOW 14 TREADS PLYWOOD ~ FLOOR -*~ 4'-1o 1/2" 6 PAINTED DIMENSIONAL LUMBER BUILT IN TUB - SEE DETAILS FRAMING NOTE: SD DRAWING FOR DETAIL AND PLAC~NT OF WII~mOW PRECAST TERRAZZO SHOWER FLOOR PLYWOOD FLOOR CHASE FOR AIR CONDITIONING AND DRYER VENT PLYWOOD FLOOR FACE MOUNTED HANDRAIL FABRIC PRIVACY CURTAIN - SEE DRAWING 11502 FOR DETAILS 2X6 FACE MOUNTED HANDRAIL REMO/VAJ LE FABRIC PRIVACY CURTAIN SECOND LEVEL PLAN 1/4" = 1'-0" 121106 08 22.07 08.02.07 09.1807 01.04 08 021908 03 20.08 ASTLEY HOUSE 460 NORTH VIEW DRIVE BROWN'S HILLS ORIENT, NEW YORK REVISION8 ISSUED TO BUILDING DEPARTMENT FOB PERMIT PRICING SET PRICING SET ISSUED TO TOWN OF SOUTHOLG BUILDING DEPARTMENT FOR BUILDING PERMIT CONSTRUCTION DOCUMENTS CONSTRUCTION DOCUMENTS CONSTRUCTION DOCUMENTS ISSUED TO TOWN OF SOUTHOLD BUILDING DEPARTMENT iNUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JUL I 0 ' " JOB NUMBER: 060E DRAWN: BMG CHECKED WR PRINT DATE: 07 02.08 SCALE: SEE SHEE PROPOSED SECOND FLOOR PLAN A101 DF PRIVAC~ SCREEN ' ' I' -f REMOVABLE FABRIC PRIVACY CURTAIN HANDRAIL BEHIND PRIVACY CURTAIN RECLAIMED LUMBER SIDING HIGH SIDE OF SECOND FLOOR FINISH CEILING LOW SIDE OF SECOND FLOOR FINISH CEILING 124 122.5 0 RIDGE SCREENED PORCH - SEE 2/A502 ~+,H16.83 T SECOND FLOOR FINISH FLOOR .................... ~+115.5 FIRST FLOOR FINISH 114.25 CEILING RECLAIMED LUMBER SIDING FIN. FLR EXISTING HOUSE AND ADDITION ...~- 106.25 GRADE AT MAIN HOUSE ~ 106 FIN. FLR SCREENED PORCH GRADE AT EXISTING CONCRETE PATIO (~) SOUTH ELEVATION 1/4" -- 1'-0" RECLAIMED LUMBER SIDING HANDRAIL BEHIND PRIVACY CURTAIN REMOVABLE FABRIC PRIVACY CURTAIN HIGH SIDE OF SECOND FLOOR FINISH CEILING 124 EXISTING CHIMNEY EXISTING HOUSE OF LOW SIDE OF SECOND FLOOR FINISH CEILING RIDGE SCREENED PORCH - SEE 2/A502 122.5 SECOND FLOOR FINISH FLOOR 114.25 FIRST FLOOR FINISH CEILING RECLAIMED LUMBER SIDING FIN. FLR EXISTING HOUSE AND ADDITION ~i~- 106.25 GRADE AT MAIN HOUSE ~"~ 106 FIN. FLR SCREENED PORCH GRADE AT EXISTING CONCRETE PATIO -- .......................................................................................................................... ~- 101.4 (~ WEST ELEVATION 1/4" = 1'-0" ASTLEY HOUSE 460 NORTH VIEW DRIVE BROWN'S HILLS ORIENT, NEW YORK 06 22.07 08.02 07 09 18.07 81 04.08 ISSUED TO BUILDING DEPARTMENT FOR PERMIT ISSUED TO ZONING BOARD OF APPEALS FOR VARIANCE PRICING BET PRICING SET ISSUED TO TOWN OF SOUTHOLD BUILDING DEPARTMENT FOR BUILDING PERMIT CONSTRUCTION DOCUMENTS CONSTRUCTION DOCUMENTS CONSTRUCTION DOCUMENTS ISSUED TO TOWN OF SOUTHOLD BUILDING DEPARTMENT 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 2~-1755 _ '~ ?' ,(, JOB NUMBER: 3RAWN: 3HECKED: WR =RINT DATE 07.0208 ~CALE. 1N'= 1~0'' BMG EXTERIOR ELEVATIONS SOUTH & WEST A300 SHINGLE SIDING TRIM #12 X3" SCREW PANEL OSB HURRICAN PANEL ATTACHMENT PLAN - 3"=1'-0" WINDOW SCHEDULE- ASTLEY HOUSE, 460 NORTH VIEW DRIVE WINDOW NO. TYPE MNFR. R.0. MATERIAL REMARKS qRST FLOOR 101 ~.WNING ~IARVIN -~'-6" x 3'-3" WOOD 102 ~.WNING ~IARVIN 3'-3" x 3'-10" WOOD 103 AWNING ~IARVIN 3'-3" x 3'-10" WOOD 104 ~.WNING ~IARVIN 3'-3" x 3'-10" WOOD 105 ~.WNING ~IARVIN 3'-3" x 3'-10" WOOD 106 AWNING ~IARVIN 3'-6" x 3'-10" WOOD 107 EXISTING EXG ~,'-0" x 3'-6" EXG EXISTING TO REMAIN 108 EXISTING EXG ~'-0" x 5'-11" EXG (3) WINDOWS EXISTING TO REMAIN 109 EXISTING EXG 3'-10" x 5'-9" EXG (2) WINDOWS MULLED EXISTING TO REMAIN 110 EXISTING EXG 3'-10" x E'-9" EXG (2) WINDOWS MULLED EXISTING TO REMAIN 111 EXISTING EXG 3'-1 o" x 5'-9" EXG (2) WINDOWS MULLED EXISTING TO REMAIN 112 EXISTING EXG -~'-6" x 1 '-6" EXG EXISTING TO REMAIN 113 EXISTING EXG -~'-6" x 1 '-6" EXG EXISTING TO REMAIN 114 EXISTING EXG ¢Ul" x 4'-6" EXG EXISTING TO REMAIN 115 EXISTING EXG 4'-0" x 1 '-6" EXG EXISTING TO REMAIN 116 EXISTING EXG ¢'-0" x 1 '-6" ~XG EXISTING TO REMAIN 117 EXISTING EXG ~'-0" x 1'-6" EXG EXISTING TO REMAIN 118 EXISTING EXG 4'-0" x 1'-6" EXG EXISTING TO REMAIN 119 AWNING MARVIN 3'-6" x 1'-6" IOOD 3ECOND FLOOR 201 AWNING MARVIN 3'~" x 3'-10" ~/OOD 202 AWNING & STATIONARY MARVIN 3'-3" x 6'-10" NOOD AWNING & STATIONARY MULLED 203 AWNING & STATIONARY MARVIN 3'-3" x 6'-10" NOOD AWNING & STATIONARY MULLED 204 AWNING & STATIONARY MARVIN 9'-3" x 6'-10" NOOD AWNING & STATIONARY MULLED 205 AWNING MARVIN 3'-6" x 4'-4" NOOD CUSTOM 206 ~WNING MARVIN 3'-6" x 4'-4" IOOD CUSTOM 207 AWNING MARVIN 3'-9" x 4'-4" NOOD CUSTOM 208 AWNING MARVIN 3'-9" x 4'-4" NOOD CUSTOM 209 AWNING ~ARVIN 3'-9" x 4'-4" NOOD CUSTOM 210 AWNING CPi 5'-0" x27'~" =OLYCARBONATE CUSTOM ~OTES: I. ALL WINDOWS TO BE INSTALLED WITH SILL PAN FL~SHING _~. CONTRACTOR AND LOEWEN WINDOW REP. ARE TO VERIFY WINDOW SIZES AND COORD. W/EXISTING OPENINGS PRIOR TO ORDERING. 3. ALL WINDOWS TO HAVE INSULATED LOW-E HP1 GLASS W/ARGON GAS I I I 4. EACH BEDROOM HAS A WINDOW THAT COMPLIES WITH IBC SECTION R310 MEANS OF EGRESS DOOR SCHEDULE - ASTLEY HOUSE, 460 NORTH VIEW DRIVE DOOR NO. LOCATION FRAME MANUFACTURER MATERIAL INT/EXT REMARKS SIZE FIRST FLOOR 100 WOOD PORCH 3'-2" x 8'-0" LOEWEN 3CREEN & WOOD EXTERIOR 10 30.2006 101 104 BREEZEWAY 3'-2" x 8'~" LOEWEN GLASS & WOOD EXI~RIOR NOT USED 103 102 BATHROOM 2'-10" x 7'~3" CUSTOM WOOD iNTERIOR 104 102 BATHROOM 3'-0" x 7'~" CUSTOM WOOD INTERIOR 105 101 BEDROOM 3'-0" x 7'-8" LOEWEN WOOD INTERIOR 106 101 BEDROOM (4) 1'-3" x ~-8" LOEWEN WOOD INTERIOR 107 104 BREEZEWAY (2) 3'-0" x 7'~" LOEWEN GLASS & WOOD EXTERIOR 108 108 SCREENED PORCH 3'-0" x 7'~" EXG SCREEN & WOOD EXTERIOR 109 108 SCREENED PORCH (2) 3'-0" x 7'-0" LOEWEN WOOD INTERIOR 110 107 DEN 3'-0" x 7'-0" LOEWEN GLASS & WOOD EXTERIOR 111 PORCH 3'-0" x 7'-0" LOEWEN SCREEN & WOOD EXTERIOR 112 MECHANICAL ROOM 3'~)" x 7'-8" EXG WOOD EXTERIOR 113 106 LIVING ROOM 3'-0" x 7'-8" EXG GLASS&WOOD EXTERIOR 114 104 BREEZEWAY (2) 3'-9" x 7'-8" LOEWEN GLASS & WOOD EXTERIOR 115 104 BREEZEWAY 3'-9" x 7'-8" LOEWEN GLASS&WOOD EXTERIOR SECOND FLOOR 200 201 BATHROOM 2'-10" x 7'~)" CUSTOM WOOD INTERIOR 201 202 BEDROOM (2) 3'-3" x 6'-10" LOEWEN GLASS & WOOD EXTERIOR 202 202 BEDROOM 3'-6" x 6'-10" LOEWEN GLASS & WOOD INTERIOR NOTES: 1. CONTRACTOR SHALL SUBMIT DOOR ORDER TO THE ARCHITECT FOR FINAL REVIEW PRIOR TO ORDERING DOORS, 2. CONTRACTOR IS TO VERIFY DOOR SIZES PRIOR TO ORDERING. I I 3. ALL INTERIOR DOORS ARE TO BE 1 3/4" SCUD CORE WOOD DOORS, UNLESS OTH~ERWISE NOTED, L ALL DOORS WITH GLAZING TO USE INSULATE LOW-E II GLASS WITH ARGON GAS Wood s rustura pane s with a min. thickness of 7/16" and a max. span of 8' shall be fiilted for opening proteclion. Panels shall be precut to cover glazed openings with attachment hardware provided. Fasteners shall be installed at oposing ends of the wcod structu~ral panel. Attachments shall be provided in accordance with Table R301.2.1.2 of the IRC or shall be designed to resist the components and cladding loads determined with the pr'ovisions of the IBC. Use1/4 diameterstainlesssteethangerboitsat 16 O.C.(16 apad)withaminimu~embedmentdepthof2.0 intothewoodframingwithinthewall. 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 < PANEL SPAN < 4 FOOT < 6 FOOT < 8 FOOT 2 1/2" #6 16" 12" 9" WOOD SCREWS 2 1/2" #8 16" 16" 12" WOOD SCREWS O O 0 0 0 wood grain 0 0 0 0 0 0 0 ASTLEY HOUSE 460 NORTH VIEW DRIVE BROWN'S HILLS ORIENT, NEW YORK DATE 09.19.07 REVISIONS ISSUED TO BUILDING DEPARTMENT FOR 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: 0608 DRAWN: MT/SB/ME CHECKED: WR =RINT DATE: 09.19,07 ~CALE: NTS WINDOW & DOOR1 SCHEDULES A900 DRAWING LIST A001 GENERAL NOTES AO02 SITE PLAN D100 DEMOLITION PLAN Al00 ENTRY LEVEL PLAN A101 SECOND LEVEL PLAN A102 ROOF PLAN A103 ENTRY LEVEL FRAMING & FOUNDATION PLAN A104 SECOND LEVEL FRAMING PLAN A105 HIGH ROOF FRAMING PLAN A3O0 EXTERIOR ELEVATIONS A301 EXTERIOR ELEVATIONS A400 BUILDING SECllONS A600 INTERIOR ELEVATIONS A601 INTERIOR ELEVATIONS A602 INTERIOR ELEVATIONS A603 INTERIOR ELEVATIONS NOTES PLOT PLAN ABBREVIATIONS PLUMBING RISER DIAGRAM second level first level il ~,, ' iii ~ Tn~lav I i 201 Bath ~ I T, ~P6 Kitchen NOTE: 1. Fixtures marked as NEW are additions to existing system. 2. Fixtures marked as relocate(d are fixtures in new locations, but maintaining existing load o~n the system. ROOF SHEATHING NAILING SCHEDULE LONG ISLAND SOUND NUMBER OF NAILS PER ZONE (BEE DIAGRAM BELOW} HIGH WIND & L,OADS DESIGN CRITERIA LATERAL LOADS Wind Zone 120mph (3 sec gust) Exposure Category C (iBc R~O 1.2.1.4) High Wind Uplift Category GRAVITY LOADS Ground Snow Loads 45psf Roof Dead Lead lOpsf First Floor Live Load 40spf Second Roor Live Load 30 psf Floor Dead Load 18psf Wall Dead Load 11psf LIVE LOADS Deck Live Load 40gel Guardrails and Handrails 200 pst Sleeping Rooms 30psf Rooms other than sleeping 40 psf Roof Live load 20psf APPROVED AS NOTE[: DATE: oh/7 NOTIFY BUILDING DEPARTMENT ^¢ 76§-1802 8AM TO 4FM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQURED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUM~ING 3. INSULATION 4. RNAL - CONSTRUCTION MUST B~ COMPL~T~ FOR C O. ALL CONSTRUCTION SHALL MEET TH5 REQUIREMENTS OF THE CODES 0F NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN 0R CONSTRUCTION ERRORS. COMPLY W!TH ALL COD~ -- ,OF NEW YORK STATE & TOY, ', ' '3ES AS REQUIRED AND CC~'!,,' ,. ', OF SOUTHOL0 T0 LOAD ' ' PATH DIAGRAMS ~SOLITHOLL T: ' ~2ARD ~ ~ /mt~at~ ~ I / ~ / ~ I" MEETTHEREQUIP,: ~ h,", OFTH~ H eVB Vacuum breaker Funnel Drain Chec~ Valve Valve Soil ........ Cold Water .................... Vent ........... Hot Water stack I. 11 t I Floor-to-Founda6ont LONG ISLAND SOUND N 43.0Z' CE~~ PLUMBING ALL p~.UMBING WAsTE & WATER LINE6 NEED ', TF.b-T!NG BEFORE ROOF FASTENING ZONES ®; ® WALL SHEATHING NAILING SCHEDULE NUMBER OF NAILS PANEL EDGES FIELD WlNDWORN DEBRIS pROTECTION FASTENING SCHEDULE FOR WOOD ~UCTURAL PANELS Copy of existing and proposed surveys by Ingegno Land Sun~eylsg (1:1 copy of odginal sunray included with drawing submission) (~ SURVEY OF EXISTING HOUSE 1/32" = 1'-0" BALES TO BE IN PLACE PRIOR TO CONSTRUCTION TO BE REMOVED BEDROOMS ADDITION _~ DONOTPROCEEDWITH FRAMING UNTILSURVEY OFFOUNDATION LOCATI01 HASBEENAPPROVED. CERTIFICATION el~ NAILING & CONNECTIONS RE~IRED SCREEN PORCH TO BE REMOVED (~ SURVEY OF PROPOSED HOUSE ASTLEY HOUSE 460 NORTH VIEW DRIVE BROWN'S HILLS ORIENT, NEW YORK DATE REW$1ONS ISSUEDTO BUILDING DEPARTMENI FOR PERMIT PRICING SET 08.02.07 PRICING SET 09.18.07 ISSUED TO TOWN OF SOUTHOU) BUILDING DEPARTMENT FOR BUILDING PERMIT SOI.ffROLU rc r . '~ '"" RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOW ~l CODE. UNDE~WRrTE~S CERTIR~ REQUIRED OGCUPP, , R U~E IS UNL~VFUL WITHOUT CERTIFICATE OFOCCUPANCY 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER: 060~ DRAWN: NITIBMG/ME CHECKED: WF PRINT DATE: 09.18.07 SCALE: N~S GENERAL NOTES ABBREVIATIONS A001 COASTAL EROSION I' LINE AS SCALED FROM COASTAL EROSION HAZARD AREA MAP PHOTO No. 47-655-83 SHEET 19 OF 49 93 94 101 102 100 99 98 ~. ~ ' SHOWER '~.4 ~. DRIVEWAY ~ . . , . ' ' N~SEPTIC ~ ' ~ . ~ TO REP~CE ~ ~ ' ~ ' ~ISTING L~ATION ~~ ' ~ ' 99 . ' ~ 118" = 1'-0" 97 =ROPOSED BEDROOMS/ -ADDITION PROPOSED 8' DIA. 4' DEEP DRYWELL EXISTING ~w. ,/ ONE-STORY ' ' "' .... : :'' i BE · / ~FR,,~E HOUSE ': '"" , -~ :', ;~. :. REMOVED "' ~ ,~ / 106.25 ~. .,., "i / / / / / / J.I HAY BALES & PROJECT FENCE TO BE IN PLACE PRIOR TO THE START ~DRYWELL NOTE: ALL ROOF RUNOFF TO BE CAPTURED BY DRYWELLS. TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX NO. 1000 ~ 13 -01 -5.2 AREA = 35,799.45 SO~' I (TO TIE LINE) .821 ACRE EXISTING WALL ~z NEW WALL DATE 04.06.07 05,09,07 06.22.07 07.1 g.07 08.02.07 JOB NUMBER: DRAWN: BMG/ME gHECKED: WR =RINT DATE: 09,18.0' ~CALE: SEE SHEE' ASTLEY HOUSE 460 NORTH VIEW DRIVE BROWN'S HILLS ORIENT, NEW YORK REVISIONS SUBMI I I bO TO SOUl. OLD TOWN TRUSTEES FOR PERMIT ISSUED TO BUILDING DEPARTMENT FOR PERMIT ISSUED TO ZONING BOARD OF APPEALS FOR VARIANCE REVISED PER NEW SURVEY ISSUED BY INGEGNO LAND SURVEYOR REVISED AND REISSUED TO ZONING BOARD OF APPEALS REISSUED TO SOUTHOLD TOWN TRUSTEES FOR PERMIT PRICING SET ISSUEO TO ADJACENT NEIGHBORS 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 PROPOSED SITE PLAN A002 1. EXG. CONCRETE FLOOR TO REMAIN, TO BE REFINISHED, (UON) 2. REMOVE ALL EXISTING BATHROOM FIXTURES & RELOCATE AS REQ'D FOR NEW LOCATIONS EXG. PLUMBING RISERS (UON) 3. REMOVE ALL EXISTING LIGHT FIXTURES & TRIM (UON) 4. PATCH & PAINT AS REQUIRED BY REMOVAL OF MILLWORK, I PARTITIONS, AND FINISHES 5. DEMO EXG. ROOF TO SUBROOFING, EXISTING WALLS L ......... J - EXISTING WALLS TO BE DEMOLISHED .......... LINE OF ROOF ABOVE GENERALNOTES CONSTRUCTION LEGEND ASTLEY HOUSE 460 NORTH VIEW DRIVE BROWN'S HILLS ORIENT, NEVV YORK -THIS ROOM ONLY IRREGULAR BRICK PATIO TO BE REMOVED REPI. LACE EXISTING DOOR DEMIO EXG. SOFFIT DEMOB, , , ! '' [] ' t~;??1 ........... DEMO EXISTING WALL FOR NEVV DOOR & WINDOW DAIE REVISIONS 12.11.06 ISSUED TO BUILDING DEPARTMENT FOR PERMIT 06,22.07 PRICING SET 08.02.07 PRICING SET 09.18.07 ISSUED TO TOWN OF SOUTHOLD BUILDING DEPAR]~'IENT FOR BUILDING PERMIT 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 ENTRY LEVEL DEMOLITION PLAN 1/4" = 1'-0" D100 SONOTUBE PIER FOUNDA~ONS-ALL~ EXCAVATION TO BE DONE BY HAND(TYP) LINE OF EXISTING CONCRETE PATIO BELOW NEW SCREEN ADDITION SCUPPER EXISTING MILLWORK TO REMAIN EXISTING BOOKSHELVES TO REMAIN 1. ALL NEW WINDOWS AND GLASS DOORS TO BE WOOD FRAME DOUBLE PANE WITH LOW-E GLASS. TOTAL U-FACTOR 0.350 2. EXISTING ROOFTO BE REINSULATED - EXISTING WALLS - NEW WALLS .......... LINE OF ROOF ABOVE LIVING ROOM - ROOM NUMBER / ROOM LABEL - SMOKE DETECTION DEVICE -MTD ON CEILING (TYP) - CARBON MONOXIDE DETECTION DEVICE -MTD ON WALL 24" AFF (TYP) GENERAL NOTES CONSTRUCTION LEGEND 79'-6 1/2" 3'-11 ' 3'-11" 4'-3" DEN EXISTING CONCRETE PATIO DEDICATED STORAGE FOR HURRICANE PANELS NEW FURNACE TO EXISTING LIVING ROOM EXISTING FLOOR T¢ DOWNSPOUT WITH Gu~-rER ABOVE WINDOW PACKED OUT WALLS 11'-3' A/C AIR HANDLER AND INSTANT HOT WATER ~ 11" = 7.25 J 41 = FLOOR STACKED WASHER & DRYER 'SUBWAY TILE SH~ KITCHEN4 7~5 6 CONCRETE FLOOR EXISTING HOUSE NEW CONCRETE FLOOR WOOD DECKING NEW BEDROOM / BATHROOM ADDITION 6 SCUPPER AND DOWNSPOUT Q ENTRY LEVEL PLAN 1/4" = 1'-0" ASTLEY HOUSE 460 NORTH VIEW DRIVE BROWN'S HILLS ORIENT, NEW YORK DATE 05.09,07 0621.07 08.02.07 09.18.07 REVISIONS ISSUED TO BUILDING DEPARTMENT FOR PERMIT REVISED AND ISSUED TO ZONING BOARD OF APPEALS PRICING SET ISSUED TO AIDJACENT NEIGNBORS PRICING SET ISSUED TO TOWN OF SOUTHOLD BUILDING DEPARTMENT FOR BUILDING PERMIT 135 FIFTH AVENUE NEW YORK, NY 1OO1O TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER: 0608 DRAWN: SMG/ME CHECKED: WF PRINT DA~E: OCj.18,O~ PROPOSED FIRST FLOOR PLAN Al00 SCUPPER AND DOWNSPOUT 1. ALL NEW WINDOWS AND GLASS DOORS TO BE WOOD FRAME DOUBLE PANE WITH LOW-E GLASS. TOTAL U-FACTOR 0.350 GENERAL NOTES ~,/~ - EXISTING WALLS NEW WALLS LINE OF ROOF ABOVE LIVING ROOM - ROOM NUMBER / ROOM LABEL - SMOKE DETECTION DEVICE -MTD ON CEILING (TYP) - CARBON MONOXIDE DETECTION DEVICE -MTD ON WALL 24" AFF (TYP} CONSTRUCTION LEGEND TILE FLOOR = :~,/, "," CHASE FOR AIR ~ CONDITIONING PLYWOOD FLOOR SCUPPER AND DOWNSPOUT SECOND LEVEL PLAN 1/4' = 1'-0" ASTLEY HOUSE 460 NORTH VIEW DRIVE BROWN'S HILLS ORIENT, NEW YORK fDA'rE 06.22.07 08.02.07 REVISIONS ISSUED TO BUILDING DEPARTMENT FOR PERMIT PRICING SET PRICING SET ISSUED TO TOWN OF SOUTHOLD BUILDING DEPARTMENT FOR BUILDING PERMIT 135 FIFTH AVENUE NEWYORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER: O6O8 3RAWN: MT/ME ~HECKED: WR · RINT DATE: 09.18.07 SEE SHEET PROPOSED SECOND FLOOR PLAN A101 PROPOSED 8' DIA. 4' DEEP DRYWELL PATH OF SUB-SURFACE PIPELINE TO NEW SUB-SURFACE DRYWELL 13'-1' 15'-0 7/8" 13'-4 1/2" 12'-3 1/4" :-1/2' PER FOOT SLOPE PROPOSED 8' DIA. 4' DEEP DRYVVELL O HIGH ROOF LEVEL FRAMING PLAN 1/4"= 1'-0" GUTTER ' ' NEW MEMBRANE ROOF,, r~ rj' ' ' , I ~ I ' I , L r -1 · PER FOOT SLOPE r J:' :'1 I I L~ ~ ' I I I I I PATH OF SUB-SURFACE PIPELINE TO NEW SUB-SURFACE DRYWELL ASTLEY HOUSE 460 NORTH VIEW DRIVE BROWN'S HILLS ORIENT, NEW YORK DATE 12.11.06 01,15.07 06.22.07 08.02,07 09.18.07 RE~SIONS ISSUED TO BUILDING DEPARTMENT FOR PERMIT ISSUED TO ZONING BOARD OF APPEALS FOR VARIANCE PRICING SET PRICING SET ISSUED TO TOWN OF SOU~IOLD BUILDING DEPARTMENT FOR BUILDING PERMIT 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER: 0608 DRAWN: BMG CHECKED: WE PRINT DATE: 09.18.07 SCALE: SEE SHEE1 ROOF PLAN A102 TRUR JOIST 1 MICROLLAM LVL SEAM (3 ~/2' X 9 1/4') 13'-1" 2X10 RIM JOIST 2X10 JOISTS MICROLLAM LVL BEAM (3 I~2" X 91/4') PORCH ABOVE -- @ 12' O,C. EXISTING CRAWLSPACE 2)(10 RIM JOIST T.am ENTRY LEVEL FRAMING PLAN / FOUNDATION PLAN 1/4"= 1'-0" EXISTING FOUNDATION WALL EXISTING SLAB ON GRADE EXISTING FOUNDATION WALL 16" o.c, ~ TRUS JOIST 1.9E MICROLLAM LVL BEAM (3 1/2' X S 1/4") 12"X 12" CONC. PIP FOUNDATION (TYP) TRUS JOIST 1.9E MICROLLAM LVL BEAM (3 1/2" X 9 1/4') 2Xl 0 JOIST A'FFACHED TO FOUNDATION TRUS JOIST 1.gE MICROLLAM LVL REAM (3 1/2' X 9 1/4') 2X10 JOIST A'I'rACHED TO FOUNDATION ASTLEY HOUSE 460 NORTH VIEW DRIVE BROWN'S HILLS ORIENT, NEVV YORK 06.22.07 08.02.07 REVISIONS ISSUED TO BUILDING DEPARTMENT FOR PERMIT 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 SCALE: SEE SHEE1 ENTRY LEVEL FOUNDATION & FRAMING PLAN A103 SCUPPER AND DOWNSPOUT 12'~ 1/8" ~2x10 RIM JOISq~ "2X10 RIM JOIST Q SCREEN PORCH ROOF FRAMING PLAN 1/4" = 1'-o" · 7 5/8' TJ1110 (1 lATCH Q SECOND LEVEL FRAMING PLAN 1/4" = 1"0" TRUS JOIST 1.9E MICROLLAM LVL BEAM (3 1/2" X 9 1/4~) 4X4 WOOD POST BELOW TRUS JOIST 1.9E MICROLLAM LVL BEAM (3 1/2" X 9 1/4') TRUS JOIST 1,9E MICROLLAM LVL BEAM (31/2' X 91/4') TRUS JOIST 1.9E MICROLLAM LVL BEAM (3 1/2" X 9 1/4") 2X6 STUD WALL BELOW SCUPPER AND DOWNSPOUT ASTLEY HOUSE 460 NORTH VIEW DRIVE BROWN'S HILLS ORIENT, NEW YORK BATE 12.11.06 0622.07 0&02.07 09.18.07 REVISIONS ISSUED TO BUILDING DEPARTMENT FOR PERMIT 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: 0608 DRAWN: BMG CHECKED: WR PRINT DATE: 09.18.07 SCALE: SEE SHEET SECOND LEVEL FRAMING PLAN A104 SCUPPER AND DOWNSPOUT (31/2" X 14') Q HIGH ROOF LEVEL FRAMING PLAN 1/4"= 1'-0" TJ[110 13/4 TRUS JOIST 1.9E MICROLLAM LVL BEAM (31/2' X 14') TRUS JOIST 1.9E MICROLLAM LVL BEAM (3 1/2' X 14") (wP) 2X6 STUD WALL BELOW (wP) TRUB JOIST 1.gE MICROLLAM LVL BEAM (31/2" X 14') SCUPPER AND DOWNSPOUT DATE 06.22.07 08.02.07 ASTLEY HOUSE 460 NORTH VIEW DRIVE BROWN'S HILLS ORIENT, NEW YORK REVISIONS ISSUED TO BUILDING DEPAF~MENT FOR PERMIT 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: )PAWN: MT/ME PRINT DA~: 09.18.0i SCALE: SEE SHEET HIGH ROOF FRAMING PLAN A105 FASCIA POST CONCRETE BOARD SHINGLES RIDGE BEDROOM ADDITION MEMBRANE ROOF FIN, FLR SECOND STORY ADDITION EXISTING HOUSE IPAINTED WOOD BIDING CONCRETE BOARD SHINGLES FIN. FLR EXISTING HOUSE AND ADDITION GRADE NEW WOOD DECK CONCRETE FOOTIINGS BEYOND ~124 ~j~-115.25  106.25 105.5 (~ SOUTH ELEVATION 1/4" = 1'-0" -- CONCRETE BOARD PARAPET EXISTING CHIMNEY -EXISTIN¢ CONCRETE BOARD PANELS RIDGE BEDROOM ADDITION MEAN HEIGHT - ADDITION CONCRETE BOARD SHINGLES -~125.2 ~,-124.75 CONCRETE BOARD SHINGLES ...... RIDGE SCREENED PORCH--~ 118 MEAN HEIGHT- SCREENED PORCH _{~ ....... ~1~ ~ ~ ~ ~T~-(~ ~(~-S~ ~ 117.2 FIN. FLR EXlSTIN_G_H_O_US_E_A_N_D_A_D_DI_TI_O~N~--~i~- IO6.25 GRADE AT MAIN HOUS~'""--~- 106 FIN. FLR SCREENED PORCH GRADE AT EXISTING CONCRETE PATIO ~ 101.4 ~WEST ELEVATION 1/4" = 1'-0" ASTLEY HOUSE 460 NORTH VIEW DRIVE BROWN'S HILLS ORIENT, NEW YORK 01.15.07 09.18.07 REVISIONS ISSUED TO BUILDING DEPARTMENT FOR PERMIT ISSUED TO ZONING BOARD OF APPEALS FOR VARIANCE PRICING SET PRICING SET ISSUED TO TOWN OF SOU~IOLD BUILDING DEPARTMENT FOR BUILDING PERMIT 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 EXTERIOR ELEVATIONS SOUTH & WEST A300 CONCRETE BOARD SHINGLES CONCRETE BOARD PARAPET WOOD POSTS CONCRETE BOARD FASCIA 4X4 WOOD F CONC. PIER ('FYP) RIDGE BEDROOM ADDITION MEAN HEIGHT - ADDITION RIDGE SCREENED PORCH RIDGE EXISTING HOUSE FIN. FLR SECOND STORY ADDITION CONCRETE BOARD SHINGLES FIN. FLR EXISTING HOUSE AND ADDITION ~.~- GRADE AT MAIN HOUSE FIN. FLR SCREENED PORCH T ___ "_ 125.2 124.75 117.5 116.1 115.25 106.25 106 101.4 (~ NORTH ELEVATION 1/4" = 1 '-0" CONCRETE BOARD SHINGLES CONCRETE BOARD SHINGLES RIDGE BEDROOM ADDITION MEAN HEIGHT - ADDITION 'RANSLUCEN CONCRETE BOARD PARAPET RIDGE SCREENED PORCH MEAN HEIGHT - SCREENED PORCH RIDGE EXISTING HOUSE MEAN HEIGHT - EXISTING HOUSE -- WOOD POSTS 125.2 124~75 118 117.2 116.1 115.25 115,1 -- CONCRETE BOARD FASCIA FIN. FLR EXISTING HOUSE AND ADDITION ~.~ 106.25 GRADE AT MAIN HOUSE ~i~- 106 FIN. FLR SCREENED PORCH T 4X4 WOOD POST ON PIP CONC. PIER (3YP) GRADE AT EXISTING CONCRETE PATIO ........................~- 101 (~ EAST ELEVATION DATE 12.11.06 01.15.07 ASTLEY HOUSE 460 NORTH VIEW DRIVE BROWN'S HILLS ORIENT, NEW YORK REVISIONS ISSUED TO BUILDING DEPARTMENT FOR PERMIT ISSUED TO ZONING BOARD OF APPEALS FOR VARIANCE PRICING SET PRICING SET ISSUED TO TOWN OF SOUTHOLD BUILDING DEPARTMEhT FOR BUILDING PERMIT 135FIFTH AVENUE NEWYORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 EXTERIOR ELEVATIONS NORTH & EAST A301 ~ SOUTH SECTION THROUGH HOUSE ~ NORTH / SOUTH SECTION THROUGH ADDITION ~ ~0~' ~EST SECTION THROUGH ADDITION ~.SOUTH SECTION THROUGH BREEZEWAY 1/4" = 1'-o" ASTLEY HOUSE 460 NORTH VIEW DRIVE BORWN'S HILLS ORIENT, NEW YORK DATE 06.22.07 08.02.07 08.14.07 REVI$1ON~ PRICING SET 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: 0608 DRAWN: MT CHECKED: WR PRINT DATE: 09.18.07 SCALE: 1/4' = 1~-0" BUILDING SECTIONS A400 MEMBRANE ROOF ON MIN. 3/4" PLYWOOD SUBROOFING -SEE NAILING SCHEDULE ON A001 FOR SPACING ROOF LINE BEYOND SOD~-IERN PINE GRADE ~Y2 r 16D COMMON NAILS 16' O.C. ZINC DRIP EDGE 3/8' CEMENT BOARD SIMPSON ATS PLATE SOUIHERN PINE GRADE #2 DOUBLED CONTINUOUS HEADER 16D COMMON NAILS 16' O.C. 5/8' GWB 5 1/2' DEMILEC HEATLOK 217~ CLASS 1 RIGID SPRAY FOAM INSULATION R 34,32 3/4' EXTERIOR GRADE pLY~NOOD REFER TO A001 FOR SHEATHING NAIUNG SCHEDULE FOR SPACING ICE AND WATER SHIELD VERTICAL WOOD BATrE~IS 3/8' CEMENT BOARD 3/4' FINISHED WOOD FLOOR RADIANT HEATING TUBES BETWEEN 3/4' SLEEPERS SIMPSON ATS CAGE AND PLATE -LOCATE @ ENDS OF EACH SHEAR WALL SECTION 3/4' PLY~NOOO SUBFLOOR SIMPSON ATS PLATE 9 1/2' TRUS JOIST RIM BOARD 9 1/2' TJI-110 O 16" O.C. SIMPSON ATS STRONG ROD SIMPSON ATS STRONG ROD' SIMPSON ATS CAGE AND PLATE -LOCATE O ENDS OF EACH SHEAR WALL SEC3ZON (TYP) METAL FLASHING ANCHOR BOLT POURED -IN-PLACE- FOUNDATION WALL WATERPROOFING DRAINAGE MAT 2' RIGID BOARD INSULATION INSULATION AT BASE 00 )) ~UO0 UOn . (~ O(~ ( ~-" ' .' .- ~ "'/-, ~ -' '_. '~O (~ ( ~' · .-> '~' , ' o0 o o ol ~"~N~ , ' ' 12"M~. ~ SECTION AT SOUTH WALL OF BEDROOM ADDITION RIM BOARD 12' DEMILEC HEAl'OK 217- CLASS 1 RIGID SPRAY FOAM INSULATION R 75 5/8' GWB 3/4' FINISHED PLYWOOD FLOOR RADIANT HEATING TUBES BETWEEN 3/4' SLEEPERS 3/4' PLYWOOD SUBFLOOR DISCONTINUOUS WOOD BLOCKING BETWEEN JOISTS 9 1/2" TJI-110 ffi 16" O.C. AEI LIGHTING v'r-T5L-154 OR SIM 9 1/2' X 311~" TRUS JOIST HUNG EXTERIOR CEILING 2)(6 STUD WALL 4' MIN. SLAB ON GRADE POUSHED FINISH RADIANT HEATING TUBING SET IN POURED IN PLACE CONCRETE SLAB CONCRETE RATED MOISTURE BARRIER 2" RIGID BOARD INSULATION 3/4'HOMASOTEWALL 1X6WOOD BASE 4' MIN CONCRETE FLOOR POLISHED FINISH RADIANT HEATING SET IN POUR IN PLACE CONCRETE SLAB EXPANSION JOINT 2" RIGID BOARD INSULATION 4' MIN COMPACTED GRAVEL OR PEA GRAVEL 4' MIN COMPACTED GRAVEL OR PEA GRAVEL 2)(8 P.T. BOLTED TO FOUNDATION WALL 2X8 P.T. FOR STRUCTURE OF DECK WATERPROOFING DRAINAGE MAT 2 RIGID BOARD INSULATION POUR-IN-PLACE FOUNDATION WALL 0 C o o o°oOf 00~ 00,-,,q r--, 0 L o.q0 o ! . . .~ ·., . .~. -. 4"D~PERFO~DD~INPIPE ~,' - ~ ' ~" '~ ' ~ '4.. ' ~ ~C CLaN G~VEL ~ .... 0 GRADE INTEGRATED GU I I ER WITH ZINC FLASHING MEMBRANE ROOFON MIN 3/4'PLYWOOD SUBROOFING -SEE NAILING SCHEDULE ON A001FOR SPACING GUTrER TRUS JOIST RIM BOARD SOUTHERN PINE GRADE CONTINUOUS HEADER 16D COMMON NAILS 16" OC 3/8"CEMENTBOARD ICE AND WATER SHIELD e, ~: NOTE: ALL JOINTS, PENETRATIONS, ETC. MUST o ~ BE SEALED do ~ _z~O '-. :'.. ", · 3/4" EXTERIOR GRADE PLYWOOD - ~) :~u- ',: -. .... REFER TO A001 FOR SHEATING z~ ~O NAILING SCHEDULE FOR SPACING 5 1/2' DEMILEC HEATLOK 217- CLASS 1 RIGID SPRAY FOAM INSULATION R 34.32 5/8" GWB 3/4" PLYWOOD FINISH FLOOR RADIANT HEATING TUBING BETWEEN 3/4" SLEEPERS SOUTI-IERN PINE GRADE 2X6 SILL PLATE 3/4" PLYWOOD SUBFLOOR 9 1/2" TJI-110 @ 16' O.C. JOIST HANGER 9 1/2" X 3 1/2" LVL BEAM VERTICAL WOOD BATTENS 3/8" CONCRETE BOARD 9 1/2" DEMILEC HEATLOK217- CLASS 1 RIGID SPRAY FOAM INSULATION R 59.38 SLOPE GRADE WOOD DECKING (2) 2~X8' RIM JOISTS 2X BLOCKING lX8 RIM BOARD SIMPSON EPB44T 4'x4' COLUMN BASE PIER FOUNDATION ~ SECTION AT NORTH WALL OF BEDR~M ADDITI 1/2" = 1'-0" ASTLEY HOUSE 460 NORTH VIEW DRIVE BROWN'S HILLS ORIENT, NEW YORK DATE 06.22.07 REVISIONS ISSUED TO BUILDING DEPARTMENT FOR PERMIT PRICING SET PRICING SET PRICING SET ISSUED TO TOWN OF SOU]~IOLD BUILDING DEPARTMENT FOR BUILDING ~RMrF 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER: 060~ DRAWN: Mr/ME CHECKED: WF DETAIL WALL SECTIONS A500 FLASHING DRIP EDGE 2X6 NAILER MEMBRANE ROOF ON MIN 3/4" pLY~VOOD SUBROOFING -SEE NAILING SCHEDULE ON A001 FOR SPACING VERTICAL 2X4 NAILED TO TOP OF 2X4 RIM JOIST 3/8" CONCRETE BOARD STAGGERED 2X4 BLOCK FOR SECURING CEMENT BOARD TO FASCIA 2X WOOD CAP SCREEN 2)( EX'tENSION BLOCK CONTINUOUS 4X4 POST CONTINUOUS MEMBRANE ROOF BUILT-UP pARAPET (3) 2)(4 RIGID INSULATION 3/4" pLY~NOOD SHEATHING CONTINUOUS ZINC FLASHING 3/6- CEMENT BOARD FASCIA ICE AND WATER SHIELD 3/4' EXTERIOR GRADE PLYWOOD [US JOIST 1.gE MICROLLAM LVL BEAM (31/2" X 11 7~") METAL FLASHING 11 7/8' TJI-560 @ 16' O.C. 12" DEMILEC HEATLOK 217- CLASS 1 RIGID SPRAY FOAM INSULATION R 75 CONTINUOUS METAL FLASHING CONTINUOUS ROOF MEMBRANE RIGID INSULATION 3/4' PLYWOOD SHEATHING 11 7/6- TJ1560 @ 16" OC 3/8" CEMENT BOARD FASCIA ICE AND WATER SHIELD EXTERIOR GRADE PLYWOOD 12" DEMILEC HEATLOK 217- CLASS 1 RIGID SPRAY FOAM INSULATION R 75 MARVIN WOOD WINDOW WITH LOW E GLAZING AND ARGON GAS U .32 GRADE SCREEN MANUFACTURER TO BE DETERMINED 4x4 WOOD POST 2XWCOD CAP HOR~ONTALEXTENSION BLOCK l~"X 11~"LA~'rlCEFRAME FOR SCREEN l~"X 1 1/2"LATTICE FRAME FOR SCREEN CPI 4" QUADWALL POLYCARBONATE WALL ASSEMBLY R 4.16' CONCRETE BOARD TR~US JOIST 1.gE MICROLLAM LVL BEAM (31/2" X 11 7/6-) 4"X4" POST BUDDING DOOR W/LOW E GLAZING AND ARGON GAS 2X4 TOP PLATE 3/4' EXTERIOR GRADE PLYWOOD 3/6- CEMENT BOARD SHEET ICE AND WATER SHIELD CONCRE1 l= BOARD FASCIA 9 1/4" TRUS JOIST RIM BOARD 2Xl0s @ 16' OC SILL PLATE TRUS JOIST 1,9E MICROLLAM LVL BEAM (3 1/2" X 91/4") FLASHING SIMPSON BC4 POST CAP 4'X4" P.T. WOOD POST SIMPSON EPB44T POST BASE RADIANT HEATING TUBE SET IN 4" POURED IN PLACE CONCRETE SLAB - POLISHED FINISH CONCRETE RATED MOISTURE BARRIER 2 RIGID INSUALTION 4" MIN COMPACTED GRAVEL OR PEA GRAVEL PIER FOUNDATION POURED -IN-PLACE FOUNDATION WALL WATERPROOFING DRAINAGE MAT 2" RIGID BOARD INSULATION 1 ' IDIAM NOTCHES AT 6" OO IN RIGID INSULATION AT BASE CLEAN GRAVEL FILL 44" DIAM PERFORATED DRAIN PIPE SLOPED TO STORM SEWER SLIDING PATIO DOORS WI~H HIGH PERFORMANCE GLAZING AND ARGON SPACING U .32 C RADIANT HEATING TUBING SET IN 4' POURED IN PLACE CONCRETE SLAB 2' RIGID INSULATION CONCRETE RATED MOISTURE BARRIER CLEAN GRAVEL FILL CONCRETE RATED MOISTURE BARRIER 0 0 0 0 0 0 0 o0( O o DRAINAGE MAT 2" RIGID BOARD INSULATION- 1 · DIAM NOTCHES AT 6' OC IN RIGID INSULATION AT BASE POURED -IN-PLACE FOUNDATION WALL 4" DIAM PERFORATED DRAIN PIPE SLOPED TO STORM SEWER O ASTLEY HOUSE 460 NORTH VIEW DRIVE BROWN'S HILLS ORIENT, NEW YORK DATE C6.22.07 08.02.07 REVISIONS ISSUED TO BUILDING DEPARTMENT FOR PERMIT PRICING SET PRICING SET ISSUED TO TOWN CF SoI_rI~IOLD BUILDING DEPARTMENT FOR BUILDING PERMIT 135 FIFTH AVENUE NEW YORK, NY 10010 TEL (212) 254-1175 FAX (212) 254-1755 JOB NUMBER: 0608 DRAWN: BMG CHECKED: WR PRINT DATE: 09.18.07 SCALE: 1 1/2" = 1"~)" DETAIL WALL SECTIONS