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HomeMy WebLinkAbout36707-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 12/11/2012 No: 36080 Date: 12/3/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: OTHER Off East End Rd, Fishers Island, Sec/Block/Lot: 11.-1-12 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/22/2011 pursuant to which Building Permit No. 36707 dated 9/23/2011 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: existing one family dwellin~ relocated with new foundation as applied for per ZBA # 6494, dated 9/15/1 I. The certificate is issued to William Boswell & Ors. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 4/16/12 R10-I 1-0051 4/17/12 36707 12/10/12 ~f)o/riz/~Signa~l~re TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36707 Date: 9123/2011 Permission is hereby granted to: Harvey II, Alexander & Boswell, William 7300 Brightside Rd Baltimore, MD 21212 To: relocate dwelling away from bluff with new foundation per has ZBA #6494 and Trustees permit as applied for, S.C. Health required before CO. At premises located at: Off East End Rd, Fishers Island SCTM # 473889 Sec/Block/Lot # 11 .-1-12 Pursuant to application dated 9/22/2011 To expire on 3/24/2013. Fees: and approved by the Building Inspector. FOUNDATIONS UNDER EXISTING BUILDINGS CO - ALTERATION TO DWELLiNG Total: $200.00 $50.00 $250.00 Building Inspector Form No. 6 TOWN OF SOUTttOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF occUPANcy This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 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 0fFire Underwriters. 4. Sw. om statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code ComplianceTrom architect or engineer responsible for the building~ · 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: I. Accurate survey of property showing all property lines, streets, building and unusual natura[ or topographic features. 2. A properly co0mpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to aecessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: ~/ Old or Pre-existing Building: House' 1~o. Street /1 Block Owner or Owners of Property: /./) . Suffolk County Tax Map No 1000, Section Subdivision P m itNo. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Hamlet / Lot /~ DateofPermit. Q~a73- // Filed Map. Applicant: Underwriters Approval: Final Certificatel ~L- Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 ro.qer, richertCb, town southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTItOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Harvey & Boswell Address: off East End Rd City: Fishers Island St: NY Zip: 6390 Building Permit#: 36707 Section: 1 I Block: 1 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Z&S Contracting Inc LicenseNo: 4798-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commedcal Outdoor 1 st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage Service 1 ph 2[200 E Service 3 ph Main Panel 200 Sub Panel ~ Transformer Disconnect Other Equipment: INVENTORY Hot Water GFCl Recpt NC Condenser Single Recpt A/C Blower Range Recpt Appliances Dryer Recpt Switches Twist Lock Ceiling Fixtures ~m[~ HID Fixtures Wall Fixtures I I Smoke Detectors Recessed Fixturesl I CO Detectors Fluorescent Fixture Pumps Emergency Fixture Time C~ocks Exit Fixtures U TVSS move dwelling, new 200a underground service Notes: Inspector Signature: Date: Dec 10 2012 81-Cert Electrical Compliance Form.xls TOWN OF SOUTHOLD' OFFICE OF BUILDING INSPECTOR P.O. BOX'728 .., TOWN HALL $OUTHOLD, N.Y', i 1971 TEL: 765-i802 '" ' C E R T I F I C A,.T i O ~ Building Permit No o Owner (please print) (please print) .certify that the solder used in the water supply system con'%ains l~ss ~han 2/10 of 1% .leado (plumb&r"s signature~ Sworn to before me this ' '"' · Notary, Public ~ ~ County KARLA S. HEATH · · ' NOTARy PUBLIC, STATE OF NEW YORK NO. 01HE6222563, , QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES 05/24/2014 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I~ULATION [ ] FRAMING / STRAPPING [~] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ~INSPECTOR ~ FIELD INSPECTION REPORT DATE MMENTS FOUNDATION(1ST) � FOUNDATION(2ND) ROUGH FRAMING& PLUMBING INSULATION PER N.Y. STATE ENERGY CODE C� FINAL ADDITIONAL COMMENTS z rn • M e -o. TOWN OF'SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork. net Examined ¢/J~.~ ,20// Approved f/2~, 20 ~[ Disapproved a/c Expiration '~/~¢ 20 PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mailto: Phone: Building Inspector 'LICATION FOR BUILDING PERMIT Date ~ ,~-~-- ,20 // INSTRUCTIONS etely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and wateiways. 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. fi Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION 1S 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 apphcant agrees to comply with all applicable laws, ordinances, budding code, ho3tsilig co~e,~ regulations, and to admit authorized inspectors on premises and in building for necessary inspections/~ (Signature of applicamt or name, if a corporation) u4-4 ld Al'Y- 119'?1 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (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. 6to- Location of land on which p, roposed w, qrk will be done: d /'d ///,ri/,:,,,',./, I -wnct / House Number Street - County Tax Map No. 1000 Section Subdivision Hamlet Filed Map No. Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy Fee Alteration 3. Nature of work (check which applicable): New Building_ Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units t/ If garage, number of cars Addition Other Work /~,,~,f (Description) Number of dwelling units on each floor (To be paid on filing this application) / 7. Dimensions of existing structures, if any: Front Height. Number of Stories If business, commercial or mixed occupancy, specify nature and extent of each type of use. /'/~ Rear ~ Depth Dimensions of same structure with alterations or additions: Front Depth_ Height Number of Stories Rear ,~, ~ 8. Dimensions of entire new construction: Front Height Number of Stories 9. Size oflot: Front q~.~'-~"- Rear 10. Date of Purchase ['~5o~ Name of Former Owner Rear Depth Depth 11. Zone or use district in which premises are situated ~/a~t) 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NOy ~-~/~r _~cfl~ 13. Will lot be re-graded? YES__ NO Will excess fill be removed from premises? YES __ NO __ 14. Names of Owner of premises Name of Architect Name of Contractor Address Phone No. Address Phone No Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 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__ NO__ * iF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) COUNTY O F~[~)S: -/~'~r_~. I..~-///ffO~--C being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (C~ 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 true 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 thi3~ ~ day o~__j~ Public ~ Pub#o, Stat~ of N~YO~ No. 01PE613~ Signature ofmpplic~t Ou~llfled In Suffolk Commi~lon Expires July BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7613 DATE: AUGUST 24, 2011 ISSUED TO: WILLIAM L. BOSWELL & OTHERS PROPERTY ADDRESS: OLD MALLORY RD., FISHERS ISLAND SCTM#11-1-12 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on Aunust 24, 2011 in consideration of application fee in the sum of $250.00 paid by William L. Boswell & Others and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to relocate the existing dwelling from 8' to 46' from the top of the bluff; install drywells; abandon and install new sanitary system; and install new gravel driveway and parking area, and as depicted on the site plan prepared by Richard H. Strouse last dated June 21, 2011 and stamped approved on August 24, 2011. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. James F. King, President Bob Ghosio, Jr., Vic~President Dave Bergen John Bredemeyer Michael J. Domino Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0751C Date May 22, 2012 THIS CERTIFIES that the relocation of the existing dwelling from 8' to 46' from the top of the bluff; drTvvells; new sanitary system; and new gravel driveway and parking area At Old Mallory Rd., Fishers Island Suffolk County Tax Map #11-1-12 Conforms to the application for Trustees Permit heretofore filed in this office Dated 7/7/11 .pursuant to which Trustees Wetland Permit #7613 was issued on 8/24/1 land 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 relocation of thc existing dwelling from 8' to 46' from the top of the bluff; drywells; new sanitary system; and ncw gravel driveway and oarkine area The certificate is issued to WILLIAM L. BOSWELL & OTHERS owners of the Aforesaid property. Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook. NY 11790-3409 Phone: (631) 444-0365 · Fax: (631) 444-0360 Website: www. dec.n¥.Rov LE'r'rER OF NO JURISDICTION TIDAL WETLANDS ACT Luke Boswell 5815 Graves Lake Drive Cincinnati, OH 45243 July 19, 2011 Re: Application #1-4738-04055/00001 Boswell Property, East End Read, Fishers Island SCTM #1000-11-1-12 Dear Mr. Boswell: Based on the information you submitted, the Department of Environmental Conservation has determined that the property landward of the top of bluff, as shown on the survey prepared by Richard Streuse dated June 17, 2011 ,is beyond Tidal Wetlands Act (Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, 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. precautions are taken to prevent any .sedimentalion or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporal/fence, barder, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities, SinCerely, l~arl~ Carrara Permit Administrator cc: Inter-Science Research ASsociates BOH-TW File BOARD MEMBERS ,Leslie*.Kanes Weisman, Chairperson James Dinizio, Jr. Gerard P. Goehringer George Homing Ken Schneider Southold Town Hall 53095 Main Road · EO. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.north fork.net ZONING BOARD OF APPEALS TOWN OF SOUTItOLD Tel. (631) 765-1809 · Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 15, 2011 ZBA FILE: #6494 NAME OF APPLICANT: William L. Boswell PROPERTY LOCATION: Off East End Road (Old Mallory Road), Fishers Island, NY CTM: I000-11-1-12 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. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Adminislrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated July 19, 2011, stating that this application is considered a matter for local determination as them appears to be no significant county-wide or inter-community impact. LWRP: This application was referred for reviewed under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued his reply dated August 18, 20l 1, based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The Applicant's property is an irregularly shaped 1.27 acre waterfront parcel in the R-120 Zone. The northerly lot line measures 438.35 feet along a private ROW named Old Mallory Road, and along an extension of another unnamed 40 foot private ROW. The easterly lot line measures 20 feet. The southerly lot line measures 374.57 feet, and the westerly lot line measures 223.86 feet. The parcel is improved with a single family dwelling, as shown, along with the site of the proposed relocated dwelling, on the site survey drawn by CME Associates, dated June 17, 201 t. BASIS OF APPLICATION: Request for Variances from Art. XXII Section 280-116A(1), Art. XXIII Section 280- 124 and the Building Inspector's July 5,2011 Notice of Disapproval based on an application for building permit to relocate a dwelling, at; 1) less than 100 foot setback from top of bluff, 2) less than the minimum code required front yard setback of 50 feet. RELIEF REQUESTED: The Applicant proposes to move and relocate the existing dwelling. The Applicant seeks a variance for a proposed 46 ft. setback from the top of the bluff, and a variance for a proposed 20 ft. front yard setback. ADDITIONAL INFORMATION: The Applicant's property has been subject to significant erosion of the bluff during coastal storms during the past years. As a result, the existing house, built prior to any zoning, has lost considerable seaward facing land, and has now become precariously close to the very edge of the 40 foot bluff. Page 2 of 3 - September 15,2011 ZBA File#6494 - Boswell CTM: 1000-11-1-12 With any more futura bluff erosion the dwelling will start to slide down the steep, unstable embankment. Several letters in support of this application were received from surrounding neighbors. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on Sept. 1,2011, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, an assessment of the character of the neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b'~(l?. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Applicant's property is surrounded by only three developed parcels which are all accessed by way of a dead end private ROW. Although the ROW is 40 ft. wide, the portion that is paved road is 15-20 ft. wide, and therefore the proposed relocation site will have a greater front yard setback to the road pavement than just the 20 ft. setback as measured to the closest edge of the ROW. 2. Town Law §267-b{3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an ama variance. Considering the irregular shape of the Applicant's property, the significant extent of lost waterfront land due to bluff erosion, and the bluff setback now required by Code that did not exist when the parcel was originally developed, the Applicant can not relocate, build or re-build any dwelling without the request for variances. 3. Town Law §267-b(3)(b)(3). The variances granted herein are substantial. The requested variance for the 46 ft. bluff setback is 54% relief from Code required 100 ft., and the requested variance for a 20 ft. front yard setback is 60% relief from Code required 50 ft. However, the house has existed for may years in it's current size and shape and the applicant cannot move the subject dwelling and keep it in tact without the proposed variances 4. Town Law l$267-b(3'~(b)(4) 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. The most significant impact to this neighborhood is shoreline erosion caused by coastal storm conditions. The variances granted will allow for the dwelling to be moved to as great a distance as possible away from the top of the bluff. 5. Town Law §267-b(3)(b)(5). The difficulty has not been self-created, but is attributed to the original irregular lot size, the location of the building site prior to existence of Code, and the long term effects of erosion on the bluff. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of the continued use of a relocated single family dwelling, 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 Homing, seconded by Member Weisman (Chairperson), and duly carried, to GRANT, the variance as applied for, and shown on the site survey prepared 06/21/11 by CME Associates. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. 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 properly that may violate the Zoning Code, other than such u~es, 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~ Page 3 of 3 - September 15, 201 l ZBA File#6494 - Boswell CTM: 1000-11-1-12 Vote of the Board: Ayes: Members Weisman (Chhairperson), Goehringer, Schneider, Horning. (Absent was: Member Dinizio) This Resolution was duly adopted (4-O ). Leslie Kanes Weisman, Chairperson Approved forfiling 7 //~ /2011 MARTIN D. FINNEGAN TOWN ATTORNEY mar tin.finnegan@town.southold.ny.us JENNIFER ANDALORO ASSISTANT TOWN ATTORNEY jennifer.andaloro@town.southold.ny.us LORI M. HULSE ASSISTANT TOWN ATTORNEY lori.hulseCo~town.southold.ny.us SCOTT A. RUSSELL Supervisor Town Hall Annex, 54375Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1939 Facsimile (631) 765-6639 OFFICE OF THE TOWN ATTORNEY TOWN OF SOUTHOLD TO: FROM: DATE: RE Gary Fish, Senior Building Inspector Loft M. Hulse, Assistant Town Attorney April 29, 2010 House on bluff With respect to our earlier conversation, you indicated that you had observed a house on Fisher's Island precariously close to the edge of the bluff. If it is your opinion after inspection that an unsafe condition exists, the owner of the premises must be provided notice pursuant to § 100-6 of the Town Code. If you would like my assistance in drafting the notice, please let me know. Cc: Martin D. Finnegan, Town Attorney September 26, 2011 CME Associates, Inc. 333 E. River Dr., Ste. 4oo. E. Hartford, CT 06108 Phone: 86o.29o.41oo Fax: 86o.29o.4114 Mr. Michael Verity Chief Building Inspector 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Subject: CME Project No. 2011808 Harvey Residence, Fishers Island, NY Foundation Plan Dear Mr. Verity: As requested, concerning our proposed foundation plan dated 9/21/2011, we release the drawings for permit and bidding purposes. If you have any question or require additional information, please do not hesitate to contact our office. ~ P.E. ~r of Structural Engineering Enclosure apj/jmn cc: CME File No. 2011808 Z & S CONTRACTING, INC. BOX 202 · FISHERS ISLAND, NEW YORK 06390 Te1:(631)788-7857 · Fax:(631)788-5600 May 4, 2012 Town of Southold, Building Dept. P. O. Box 1179 Southold, NY 11971-0959 Re: Harvey/Boswell To whom it may concern, Please find enclosed the approved Health Dept. plans for the Harvey residence, permit #36707. Paul Contillo Z & S Contracting, Inc. MAY - 7 2012 BI DO DFPI. TOWN or SOt tHOLI~ Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD May 18, 2012 Alexander Harvey II William Boswell 7300 Brightside Rd Baltimore MD 21212 Re: Off East End Rd, Fishers Island TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: __ Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00. __ Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) ~ Trustees Certificate of Compliance. (Town Trustees Ct 765-1892) __ Final Planning Board Approval. (Planning # 765-t938) __ Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 36707 - Relocate Dwelling Town Hall Annex 54375 Main Road P.O. Box 1179 Sou[hold, NY 11971-0959 Telephone (63l) 765-1802 · . , ....F..ax (631) 765n95Q2, roger r cnert(w, town.soutno~a.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Address: Phone No.: Date: JOBSITE INFORMATION: *Name: *Address: *Cross Street: *Phone No.: (*Indicates required information) Permit No.: "- Tax Map District: 1000 Section: ~ I *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Block: ] Lot: (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed] (~)/NO YES/(~ *Service Size: 1 Phase 3Phase 100 150 ~ Additional Information: Rough In Final 300 350 400 Other Change of Service Overhead PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form I N/F ./ ~0AD N/£ APR t ? ,O~L :,~ .'? Rio- Il.aOX/ O~ce of W,stewat~tana~ement LOCATION MAP SCALE MAY - 7 2012 TO'?PJ OF SOU[HOLD 05/28/2012 LC; 1" ~ 40' SHEET 21 '-7" 9'-5" GENERAL NOTES: 1 6'-5" 24-'-0" 1 2'-1" 24'-0" 1 6'-7" T.O.W. EL= T.B.D. I ~ /- T.O.W. I /- T.O.W. r I .- .~ I .4- APPROX. LOCATION /-T,O.W. I I ~ F /I OF INT. COLUMNS r I ~,/ / AND FOOTINGSI / EL.= T.B.D. I' .I ,,:, r_--,° "Fr-,'! J -/-- -'' "" - ~-- -' FEll] ----/ ......... I ~ /--CMUBL ----' I ...... -, ~ ~, L .~-_--.~-._--.~._--. '_--_--_1~'__-- --~ I 7 RETAINII~ --- (2) - 12"-- I I o T.O.W. -2' CONCRETE __ CivlU BLOCK II I EL-- T.B.D. FOOTING (TYP) FOUNDATION WALLS ~ I I I I .... '-I ~ I , .I ',, 10" CMU I y-~.LO..__w '- %'-.- APPROX. I 'o I BLOCK m ' CHIMNEY I I .¢- ~- I ~A,l_,.,L~ ....(TYP) I U I I ~ r-:_ '~ j L._ LOj Eo' Esi 12'-1" ,I, 12'-0" ~ , 12'-0" 12"-0" 12'-1" 12'-10" 17'-11" 16'-7" 60'-2" ,,, 16'-7" ' ' I DIMENSIONS PROVIDED WERE TAKEN BY CML ASSOCIATES, INC. ON SEPTEMBER09'F2011' DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR BEFORE COMMENCEMENT CONSTRUCTION DUE TO LIMITED ACCESS IN SOME AREAS. ALL 2. THE EXISTING EXTERIOR DIMENSIONS OF THE FOUNDATION WALL WERE TAKEN FROM THE d,,.,, OUTSIDE OF THE SLATE VENEER/CONCRETE. THE EXTERIOR DIMENSIONS SHOWN ON THE 1" FOUNDATION PLAN HAVE BEEN ADJUSTED FOR AN ASSUMED SLATE/CONCRETE THICKNESS OF . ¢, 3. ALL FOOTING EXCAVATIONS SHALL BE TO NATURAL, UNDISTURBED, SOIL HAVING A MINIMUM BEARING CAPACITY OF 2 TONS PER SQUARE FOOT· AT FOOTING LOCATIONS WHERE UNSUITABLE MATERIAL IS ENCOUNTERED, THE UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH LEAN CONCRETE OR COMPACTED STRUCTURAL FILL AS FOLLOWS: - STRUCTRUAL FILL BELOW FOUNDATIONS AND SLAB-ON-GRADE SHALL BE EXCAVATED ON-SITE OR BORROW MATERIAL THAT IS WELL GRADED WITH LESS THAN 15% NON-PLASTIC WALL 4. 5. 6. 7. B. FINES AND A MAXIMUM PARTICLES SIZE OF ,3 INCHES· - STRUCTURAL FILL SHALL BE PLACED IN MAXIMUM 8 INCH LOOSE LIFTS AND SHALL BE COMPACTED TO 95% OF IT'S MAXIMUM DRY DENSITY AT +/- 2% OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE MODIFIED PROCTOR TEST(ASTM D'1557). CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF ,3000 PSI. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. ALL WELDED WIRE REINFORCING SHALL CONFORM TO REQUIREMENTS OF ASTM A185, GRADE 60. ~ SECOND FLOOR EL.= T.B.D. PROPOSED SCALE: NOTE: FOUNDATION '~/~" = 1'-0" SEE NOTE 1 PLAN PROPOSED 2xl PT SILL PLATE #4 @ 48" GRADE PROPOSED GRADE CRAWL SPACE B.F. EL.= T.B.D.- FIRST FLOO~R ~ EL.= T.B.D. "~'""-'CRAWLSPACE----,~ PROPOSED GRADE B.F. EL.= T.B.D.- PROPOSED : PT SILL PLATE #4 @ 4B" CONTINUOUS PI NAILER IF OPIIONAL'--~ SLAB IS NOT USED OPTIONAL 4" SLAB w2.gxW2.9 WIRE FA PLACED @ MID-DEPTH 6 MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER >US 18" O.C. SECTION C SCALE: ~" = 1'-0" GRADE ~ROOFING ON EXTERIOR WALLS ~ 0" CMU ~LOCK WALL ~ CLR. SECTION A SCALE: ~" = 1'-0" B.F. EL.= T.B.D.- 9~"x11V~" F FILL NOTCH IN FLOOR JOISTS WITH BLOCKING 2"xl 1 ~" FLOOR ~" DIA. ANCHOR SP C~D @ 48" O.C. w~A5 EMBEBMENT PROPOSED 10" CMU BLOCK FOUNDATION WALL PROPOSED WALL SCALE: PROPOSED RIM dOIST 2x10 PT SILL PLATE CONTINUOUS PT ~ :~ROOFING NAILER IF OPTIONAL" ON EXTERIOR SLAB IS NOT USED WALLS ' z OPTIONAL 4-" SLAB 10" CMU ~ W2.9xW2.9 WIRE PLACED © MID-DEPTH BLOCK WALL QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER SURVEY NVlRONMENTAL NOT RELFASED ALL REINFORCING SHALL HAVE A MINIMUM COVER OF 2 INCHES, UNLESS OTHERWISE NOTED. SPLICE LENGTHS SHALL BE ,30 BAR DIAMETERS UNLESS OTHERWISE NOTED. WELDED WIRE REINFORCING SHALL BE LAPPED A MINIMUM OF TWO GRIDS· UPLIFT ANCHORS_AT EXISTING TIMBER COLUMNS SHALL BE SIMPSON STRONG-TIE HDUB. THE ANCHOR ROD SHALL BE/.~" SSTB28 WITH A MINIMUM 25" EMBEDDMENT, A MINIMUM OF ONE HORIZONTAL #4- REINFORCING BAR SHALL BE PLACED IN THE MIDDLE OF THE SECOND COURSE OF CMU BLOCK WITHIN THE LIMITS OF THE UPLIFT ANCHORS. : ALL SIMPSON STRONG-TIE PRODUCTS, SHALL BE INSTALLED WITH STRICT ACCORDANCE TO THE MANUFACTURER S SPECIFICATIONS. MASONRY NOTES: 1. ALL MASONRY MATERIALS AND CONSTRUCTIONS SHALL CONFORM WITH ACl 5,30.1/ASCE 6/TMS 602. 2, ALL CONCRETE MASONRY UNITSOC.M.U.) SHALL CONFORM TO ASTM C90. ALL C.M.U. SHALL ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 1900 PSI AS DETERMINED BY ASTM C140. ,3.LAY C.M,U. IN RUNNING BOND, IUSE NORMAL WEIGHT TWO-CORE C.M.U. THROUGHOUT THE PROdECT. 4. ALL MORTAR SHALL CONFORM TO ASTM C270, TYPE S COMPRISED OF TYPE 1 PORTLAND CEMENT. 5. ALL VOIDS SHALL BE FILLED WITH GROUT. GROUT SHALL CONFORM TO ASTM C4-76 WITH A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS AS DETERMINED BY ASTM C1019. GROUT SHALL BE COURSE WITH A SLUMP OF B TO 10 INCHES AT TIME OF DISCHARGE AND SHALL BE COMPRISED OF TYPE 1 PORTLAND CEMENT. 6. PROVIDE THE FOLLOWING MINIMUM REINFORCING IN C.M.U. WALLS: VERTICALS: PROVIDE 1 - #4- BAR AT 48 INCHES ON CENTER AND AT CORNERS AND INTERSECTIONS· HORIZONTALS: PROVIDE HORIZONTAL 2-Wl.7 (9 GA.) SINGLE WYTHE JOINT REINFORCING AT 16 INCHES ON CENTER. LAP JOINT RdNFORCING A MINIMUM OF 12 INCHES, AND PROVIDE CONTINUITY AT THE CORNERS PROPOSED 6 MIL CONTINUOUS *' · '" PLATE POLYETHYLENE ~ : ~,~ PT SILL VAPOR BARRIER (;) t.~ I ~ 2'-0" CLR. ( ~N I4U' L #4 @ 18" O.C. SECTION B SCALE: ~" = 1'-0" 9~/~"x 11 ~'' POST--. CONTINUOUS PT NAILER IF OPTIONAL'~ SLAB IS NOT USED OPTIONAL 4-" SLAB w2.gxW2.9 WIRE PLACED © MID-DEPTH EXISTING 7"x7" POST 6 MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER 2xl 2 PT SILL PLATE #4 @ 48" C 1 2" CMU BLOCK WALL FLOOR JOIST ./~ DAMPROOFINO ON ,3x6 SILL~ I WALLS IN WITH EARTH (MIN.) EXISTING SOUTH POST BASE W/ 5/8" 1AN~ g H,g,.,.R~ BOLT, EMBED z INIU CONC. W/ NUTS & WASHER ('TYP.) SCALE: 1"= dp GRADE 12" CMU BLOCK WALL CONTINUOUS PT 9~"x11~" POST NAILER IF OPTIONAL SLAB IS NOT USED OPTIONAL 4" SLAB WZ ,3"x6" SILL'-~ W2.9xW2.9 WIRE FABRIC PLACED @ MID-DEPTH 1"-1.5" + OUTSIDE FACE OF CONC. (ASSUMED) ~TOP OF % ,EX~STING,]z, - ~ 5" FOUNDATION WALL WALL DETAIL TOP 12" DIA. CONC. PI OF GRADE ~ #5. FUI.L HT. DOWEL~ W/ 10 HOOK INTO : DAMPROOFING ON CENTER OF FOOTING ~ WALLS IN CONTACT WITH EARTH ~ EA. 5I DETAIL (~ EPTH WAY OF FTG. 1" = 1'-0" FOR THICK ~ALATE VEBEER SSUMED) OF GRADE 2'-0" I 6 MIL CONTINUOUS ~ ' POLYETHYLENE VAPOR BARRIER EXISTING 12" SECTION D ,3'-2" CLR. ~ FOUNDATION WALL SCALE: ~" = 1'-0" #4- @ 18" O.C. C 0 N ST R U CTIO N SECTION E EXISTING NORTH DETAIL SCALE: ~"-- 1'-0" ~CA~.' 1~'~- .- gem> DATE: 9/21/2011 SCALE: AS NOTED PROJECT ~ 2011808 SHEET l OF 1 CIVIL STRUCTURAL ~CHITECTURAL 21 '-7" 9'-5" GENERAL NOTES: -'"/TI 1 6'-5" 24/-0" 24-'-0" 1 6'-7" T.O,W. , . 12'-1" EL= T.B.D, I ~ /- T.O.W. " cb I r.. EL= T.B.D. , i -- F , ,F ~- APPROX. LOCATION -- ~ T.O.W. I __ I /EL.= T.B.D. I I '~' ~,, ~ ] // OF INT. COLUMNS .I )- I i / / AND FOOTNGS i I ®92 I' .~E]~ L--l- -.~ ......... ., L ....... FI-II ........ o~ /---eMU BL ...... ' ' ......-/---/' ] I. .-~ .... --' ~u L:.uL . '~ RETAIND T.O.W. / J,, -2' CONCRETE __ U K : -- I T EL= T.B.D. FOOTING (TYP) FOUNDATION t = i /' F- ~ I I WALLS ,itl-- i] .T ~ ,,o I JII. 10" CMU ~~--T.O.W. "-- N"-APPROX. : BLOCK ¢__, tCYC4T CHIMNEY I o I FOUNDATION ~ EL,= T.B,D. , ,, __ _ ....... ,ON i Di D'i D_i Di , 12'-1" 12'-0" 12'-0" 12'-0"'12'-1" 12'-10" 17'-11" 16'-7" 60'-2" 1§'-7" DIMENSIONS PROVIDED WERE TAKEN BY CME ASSOCIATES, INC, DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION DUE TO LIMITED ACCESS IN SOME AREAS. ON SEPTEMBER ~),F2011. COMMENCEMENT ALL SECOND FLOOR EL.= T.B.D. PROPOSED FOUNDATION PLAN SCALE: ~" = 1'-0" NOTE: SEE NOTE 1 PROPOSED GRADE CRAWL SPACE FIRST FLOOR B.F. EL.= T.B.D.-- EL.= T.B.D. I I ~ CRAWLSPACE ~ B.F. EL.= T.B.D.- B.F. EL.= T.B.D.-- SECTION A SCALE: ~" = 1'-0" PROPOSED PT SILL PLATE #4 @ 48" CONTINUOUS PT NAILER IF OPTIONAL'--~ SLAB IS NOT USED OPTIONAL 4" SLAB W2.9xW2.9 WIRE PLACED @ MID-DEPTH 6 MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER #4 @ 18" O.C. GRADE ON EXTERIOR WALLS 0" CMU ]LOCK WALL CLR. 2'-0" SECTION C SCALE: ~" = 1'-0" FILL NOTCH IN FLOOR JOISTS WITH BLOCKING 2"x 11~" FLOOR ~" DIA. ANCHOR D h..MidbUMEN/ PROPOSED 1 O" CMU BLOCK FOUNDATION WALL PROPOSED SCALE: PROPOSED GRADE RIM JOIST 2x10 PT SILL PLATE OPOSED TOP OF GRADIE DAMPROOFING ON WALLS IN CONITACT WITH EARTH WALL DETAIL 1"= 1'-0" QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER SURVEY ENVIRONMENTAL CIVIL 2. THE EXISTING EXTERIOR DIMENSIONS OF THE FOUNDATION WALL WERE TAKEN FROM THE ,¢~¢~,,.x OUTSIDE OF THE SLATE VENEER/CONCRETE. THE EXTERIOR DIMENSIONS SHOWN ON THE FOUNDATION PLAN HAVE BEEN ADJUSTED FOR AN ASSUMED SLATE/CONCRETE THICKNESS OF 1". 5. ALL FOOTING EXCAVATIONS SHALL BE TO NATURAL, UNDISTURBED, SOIL HAVING A MINIMUM BEARING CAPACITY OF 2 TONS PER SQUARE FOOT. AT FOOTING LOCATIONS WHERE UNSUITABLE MATERIAL IS ENCOUNTERED, THE UNSUITABLE MATERAL SHALL BE RE,MOVED AND REPLACED WITH LEAN CONCRETE OR COMPACTIED STRUCTURAL FILL AS FOLLOWS. - STRUCTRUAL FILL BELOW FOUNDATIONS AND SLAB-ON-GRADE SHALL BE EXCAVATED BLOCK ON-SITE OR BORROW MATERIAL THAT IS WELL GRADED WITH LESS THAN 15% NON-PLASTIC WALL FINES AND A MAXIMUM PARTICLES SIZE OF ;3 INCHES. STRUCTURAL FILL SHALL B,E. PLACED IN MAXIMUM B INCH LOOSE LIFTS AND SHALL BE COMPACTED TO 95% OF ITS MAXIMUM DRY DENSITY AT +/- 2% OF OPTIMUM MOISTURE ,] CONTENT AS DETERMINED BY THE MODIFIED PROCTOR TEST(ASTM D1587). 4. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. · 5. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. ALL WELDED WIRE REINFORCING SHALL CONFORM TO REQUIREMENTS OF ASTM A185, GRADE 60, 6. ALL REINFORCING SHALL HAVE A MINIMUM COVER OF 2 INCHES, UNLESS OTHERWISE NOTED. SPLICE LENGTHS SHALL BE 30 BAR DIAMETERS UNLESS OTHERWISE NOTED. WELDED WIRE REINFORCING SHALL BE LAPPED A MINIMUM OF TWO GRIDS. 7. UPLIFT ANCHORS_AT EXISTING TIMBER COLUMNS SHALL BE SIMPSON STRONG-TIE HDUB. THE ANCHOR ROD SHALL BE/.Ca" SSTB28 WITH A MINIMUM 25" EMBEDDMENT. A MINIMUM OF ONE HORIZONTAL #4- REINFORCING BAR SHALL BE PLACED IN THE MIDDLE OF THE SECOND COURSE OF CMU BLOCK WITHIN THE LIMITS OF THE UPLIFT ANCHOR:S. 8. ALL SIMPSON STRONG-TIE PRODUCTS, SHALL BE INSTALLED WITH STRICT ACCORDANCE TO THE MANUFACTURER S SPECIFICATIONS. APPROVED AS NOTEP MASONRY NOTES: 1. ALL MASONRY MATERIALS AND CONSTRUCTIONS SHALL CONFORM WITH ACl 530.1/ASCE 6/TMS 602. 2. ALL CONCRETE MASONRY 0 UNITSATC.M,U.) SHALL CONFORM TO ASTM C90. ALL C.M.I~I~' ".' ,: A,.,, f't ' OR ZHE SHALL A~-FAIN A MINIMUM ULTIM E COMPRESSIVE STRENGTH OF 1900 PSI ¢~u N ,~ AS DETERMINED BY ASTM C14-0. ~ r ~;¢',ON r'¢, .,UPFn PROPOSED 5. LAY C.M.U. IN RUNNING BOND, USE NORMAL WEIGHT TWO-CORE C.M.U. 2 PT SILL PLATE THROUGHOUT THE PROJECT. 3. INSU~TION 4.. ALL MORTAR SHALL CONFORM TO ASTM C270, TYPE 4 FINAL-CONSTRUCTiCN&ELE(~?r~ ................. S COMPRISED OF TYPE 1 iCUSTBECOMPLETEr h'UK/LAN U L;bMbNI, ALI COHSTRIjCTION SHALL lil;~- ~ HE '~' 5. ALL VOIDS SHALL BE FILLED WITH GROUT. GROUT SHALL CONFORM TO ASTM C476 YORKSTATE. NOTRESPONSISLEFOR WITH A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS AS DE$1GNORCONSTRUCTIONERRORS -- GRADE DETERMINED BY ASTM C1019, GROUT SHALL BE COURSE WITH A SLUMP OF 8 TO ' #4 @ 48" C 10 INCHES AT TIME OF DISCHARGE AND SHALL BE COMPRISED OF TYPE 1 PORTLAND ]CEMENT. SEADJ\ ~ 6. PROVIDE THE FOLLOWING MINIMUM REINFORCING IN C.M.U. WALLS: CONTINUOUS PT --~ lNG I VERTICALS: PROVIDE 1 - #4. BAR AT 48 INCHES ON CENTER AND AT CORNERS NAILER IF OPTIONAL~ ON EXTERIOR I AND INTERSECTIONS. SLAB IS NOT USED WALLS z_'I HORIZONTALS: PROVIDE IHORIZONTAL 2-Wl.7 (9 GA.) SINGLE WYTHE JOINT RE NFORC NG OPTIONAL 4" SLAB W/ ,, .,~1 . . AT 16 INCHES ON CENTEIR. LAP JONT RENFORCNG A MINIMUM OF 12 NCHES, AND W2.9xW2.9 WIRE FABRI, 10 CMU : I ...... ..... PROVIDE CONTINUITY AT THE CORNERS PLACED @ MID-DEPTH BLOCK WALL i~I ., ~ - :, ~ ' OCCUPANCY OR 6 MIL CONTINUOUS *' PROPOSED - ...,...:: iS UNLAWFUL POLYETHYLENE PT SILL PLATE ' / ' ','.,,~/T CERTIFICATB VAPOR BARRIER ' 2'-0" CbR. f 0i:: (.)CCI..!PAIX.ICY #4 @ 18" c.c. SECTION B SCALE: ~"' = 1'-0" CONTINUOUS PT NAILER IF OPTIONAL~ 9~"x11~" POST-~. "-1.5" + SLAB IS NOT USED OUTSIDE FACE OF CONC. OPTIONAL 4." SLAB (ASSUMED) W2.9xW2.9 WIRE PLACED @ MID-DEPTH EXISTING 7"x7" I OF I GRADE 6 MIL CONTINUOUS POLYETHYLENE POST BASE W/ 5/8" VAPOR BARRIER 2x12 2"x11~/~'' PT SILL PLATE FLOOR JOIST AN,QHOR BOLT, EMBED BAMPROOFING ON '12 - 1.3" 12 INTO CONC, W/ NUTS & WASHER (TYP.) WALLS IN 3x6 FOUNDATION WITH EARTH I ~ WALL ~GRADE (MIN.) #4. @ 4-8" I EXISTING SOUTH WALL DETAIL 12" CMU SCALE: 1" = 1'-0" 12" DIA. CONC. ~ .,~ BLOCK WALL #5. FUI,L HT. DOWEL-~. CONTINUOUS PT 9~"x11]~" POST-x W/ 10 HOOK INTO ~ NAILER IF OPTIONAL CENTER OF FOOTING ~ SLAB IS NOT USED OPTIONAL 4-" SLAB W/_ 3"x6" in 12" CMU w2.gx~/2,9 WIRE FABRIC THICK ~I~ #5 EA, WAY '"¢']" ' btl BLOCK WALL PLACED @ MID-DEPTH (ASSUMED)SLATE VENEER 'DEPTH OF ,. ; -'] I OF GRADE I 2'-o" . i 6 MIL CONTINUOUS " . . POLYETHYLENE VAPOR BARRIER SECTION D s' 2" CLR. EXISTING 12" - FOUNDATION WALL SCALE: ~" = 1'-0" #4- @ 18" O.C, NOT R EI EASE D FO R C 0 N STR U CTIO N SECTI?NE IEXISTING NOR~,T,H WALL DETAIL SC~: ~7 ~ 1'-0" SCALE: = 1'-0" z © DATE: 9/21/2011 SCALE: AS NOTED PROJECT' 2011808 SHEET l OF 1 STRUCTURAL ARCHITECTURAL ' UN£ OF' SILT F[MCE. KELLY LAND TRUST , ~-,~ ~ ~ CON~U~ON (MUNICIPAL WATER /~ / ~ --- ~~ / ~ ~ ~ // 3.) S~RV~ MAP PROPOSED BLOFF STABILIZATIO~ PREPARED FOR= ~EXANDER E~A~ON ~.59 ~ .' / / _~ / HAR¢~ l[ ~ OTHERS BL~CK 35 LOT ¢1 FISHERS IS~ND, NEW YORK DATED: ~ .. / ~ EDGE OF SEPTEMBER 13, 1994 R~ISED THROUGH 02/23/95 SOALE; 1"=20' SHEET 1 OF ELECTRIC ~' // / / ' 5~" ~IN, L.ENGfH F~CE 2,) COASTAL EROSION HAZARD AR~ MAP, TOWN OF SOUTHOLD, SUFFOLK ~ X//} I ~ ~ ~ ~ .' - /INTO ~E0UmNO CONSERVATION. ~ RLTER = is MIN. l.) 'THIS SURV~ WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON, ANY EXTENSION OF THE USE B~OND THE PURPOSE AGREED TO ~ :L[MBiED ,m,~ B~EEN THE CLIENT AND THE SURV~OR EXCEEDS THE SCOPE OF THE 2,) IT IS A VlO~TION OF THE STATE EDUCATION ~W FOR ANY PERSON, UNLESS ~ / / / / / ~ ~ ACTING UNDER THE DIRECTION OF A LICENSED ~ND SURV~OR, TO ALTER AN / ~/ ~1 ' APP~OXIMAT~ ~ / / / / ITE~ IN ANY WAY. /-- / ., ~ ~ 3,) ONLY COPIES OF THIS SURVEY MARKED WITH THE ~ND SURV~OR'S ~ / ~DEED --¢ ~ FNCR (~IN. 14 / ~ SIGhATURE AND AN ORIGINAL EMBOSSED OR INK S~L ARE THE PRODUCT OF Z Z ~ / ~ . .~ ................ , ~ 4,), COORDINATE DISTANCES ARE M~SURED FROM U.S. COAST AND GEODETIC / ~ ' EMBED ~LT[R CLOTH~ ~ . ~ 8,) tOTAL AREA = 1,27~ ACRES. 8.) PORTIONS OF THIS SITE LIE WITHIN FLOOD ZONES VE (EL.=16 A 13) AS SHOWN ON FirM, FLOOD INSURANCE RATE MAP SUFFOLK COUNt, NEW YORK ~ /¢ ~ CON~RU~ON SPECIB~TION~ COMMUN{~: TOWN OF SOUTHOLD NUMBER: 360813 PANEL 58 OF 1026 MAP ~. ~ EDGE OF /~ ~ SUFFIX: H MAP NUMBER 36103C0058H MAP R~ISED SEPTEMBER 25, 2009. ~ TOP OF WALL TEMPORARY SEEDINO AN"UAL R~ ~RASS 1.5 LB. MARCR 15 - JUNE I~ O ~ EL, = ~5.5~ OR -- m m ~ EL, = ~4.o ~EY ~LL BE LEFT mNACTmVE FOR AT LEAST SEVEN DAYB TO PRE~NT ERoSmON, THE USE OF %~D~%~ ~ L ClioBOLT N/F NOW OR FORMERLY SLOPE AS ~EDUIRED~ ¢~ e e e ~ e - ~ BaT~ 8F FOgT[~6 ~J ~ ~ BOTTOM OF FaDTINO ;.~ ~ TOP OF BANK - 2911 / - . ~ ,~ EL. = 46,0 * ~ ....... TOP OF BANK - 1994 PROJECT QUALI~ CONTROL CERTfFICATION , , OOMPACTEO SO~L ~ ~' COMPACTED SOIL -- TOP of BANK - 1957 su~r~ ¢( , NOT TO SCALE NOT TO SCALE G~PHIC S~LE IN FE~ 1 AREAS WHERE 'SEED RATE Per MIX APPLIES SEEDINC MIXTURES BY WEIGHT IOOD GQ, FT, SEEDING DATES GRASSED AREAS RED FESCUES 70~. 2 LB. APRIL 1 - JUNE 15 KENTUCKY BLUEGRASS 20~ or PERENNIAL RYE CRASS 10~ AUG, 14- - OCT. 15 GRASSED SWALE, CREEPING RED FESCUE 45~. 1.5 LB. APRIL 1 - JUNE 15 EXISTING = = EXISTINO - ~ ERODING SLOPE ~ ~ I ~BRUSH ~ i- ~ODING SLOPE ~WN i~ ~ESIDENCE II' ~2" CEDA~I ~~ ~ ' I ~ TREE~, X % I ~ ~EL~,=56,58' / / ~ / / / ExmsTmN~ ~N ~ --vEto rATED SlOP~ ~ ~ /,, ~o.e. ~e~ / X [ PATIO ELEV.~50.4 ~ - - I ~ / ' X ~ / Z ~ Z I = 0 I 10 ~ ~0 lOI RE~ED JUL ~8 20II o+oo o+5o ~+0o 0+oo o+~o 1+oo 1+~o 0+50,,~'1~'~'/~///~ ' ' .. DATE'. JUNE 17, 2011 ~ ~ ~ " .,, , HORIZ: 1":20' HORiZ: 1":20' HORIZ', ~ ":20' II ~ SCALE'. AS NOTED PROJECT ~2011808 QUALI~ CONTROL CERTIFI~TION ~.ou. ~w~ AT ,SHE c~ l~ 711$~/ TOP OF B .UFF~ RE.~IDENCE 6O EXISTING = = i= RESIDENCE '1 I" ERODING SLOPE ' \ SILL ~° SEPTIC--/ TAN K / ~ EXISTING LAWN ~--VEDE rATED SLOPE EEL EV E,L, / BO/ -- __ CONCRETE J ELEV'=50'4 / / / 4O 2o \ ALONG BEACH