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HomeMy WebLinkAbout39060-Z �F�l'i`�► Town of Southold 11/23/2016 I�Q ►w . IN. " P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38665 Date: 11/21/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1725 N Sea Dr, Southold SCTM#: 473889 Sec/Block/Lot: 54.4-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/12/2014 pursuant to which Building Permit No. 39060 dated 7/28/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with front entryway,rear deck, second floor balconies, roof deck and in ground swimming pool fenced to code as applied for per ZBA#6758, dated 7/24/2014. The certificate is issued to Bombara,Robert&Bombara,Margaret of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-06-0081 4/25/2016 ELECTRICAL CERTIFICATE NO. 39060 4/20/2016 PLUMBERS CERTIFICATION DATED 4/1/2016 John Sweeney& Sqns t AutlMdzed Signat re ' TOWN OF SOUTHOLD ,�suEFo4kcoG BUILDING DEPARTMENT a ' TOWN CLERK'S OFFICE o� 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#: 39060 Date: 7/28/2014 Permission is hereby granted to: Bombara, Robert & Bombara, Margaret 98-16 163rd Ave Howard Beach, NY 11414 To: Construction of a new single family dwelling with swimming pool as applied for per ZBA, Trustee, DEC, and SCHD approval with flood permit. At premises located at: 1725 N Sea Dr, Southold SCTM # 473889 Sec/Block/Lot# 54.4-19 Pursuant to application dated 2/24/2014 and approved by the Building Inspector. To expire on 1/27/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,128.00 IN-GROUND SWIMMING POOL $250.00 Flood Permit $100.00 CERTIF E OF OCCUPANCY $50.00 Total: $1,528.00 B i ifinspector Form No.6 TOWN OF SOUTHOLD 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 of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit 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: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory 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 Date. New Construction: V Old or Pre-existing Building: (check one) Location of Property: 72 N&Ork S9& :M So uy' -1 p House No. Street Hamlet Owner or Owners of Property: -V;oR Suffolk County Tax Map No 1000, Section yGi Block 4 Lot G Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signa re pF SO(/Tg®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q roger.riche rt(cD-town.southoId.ny.us Southold,NY 11971-0959 ;1t% -f BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Bombara Address: 1725 North Sea Drive City: Southold St: New York Zip: 11971 Budding Permit#. 39060 Section. 54 Block: 4 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool X New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 40 Ceding Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 5 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt 1 Recessed Fixtures 66 CO Detectors Sub Panel 50A A/C Blower 2 Range Recpt YES Fluorescent Fixture Pumps Transformer Appliancesr64 Dryer Recpt 20A Emergency Fixtures Time Clocks Disconnect 200A Svotches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 20KW Standby Generator with 200A Transfer Switch, 8ft. Plugmold, 2- Paddle Fans 6-Exhaust Fans,4-ARC Fault Circuit Breakers, 1-GFCI Circuit Breaker, 18-Stair and Deck Accent Lights. Notes: Swimming Pool to Include;Bonding, 1-Pump, 1-Gas Pool Heater,1-Control Panel, 1-Chlorine Generator,3-GFCI Circuit Breakers. Inspector Signature: , -- Date: April 20, 2016 Electrical 81 Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 " Southold,NY 11971-0959p{ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERT-1YICAT1,0-N Date- L111 Building Permit No. 3 C) (0 C) Owner: IZOb er+ an. /`'1G�r' G�f �- Q d►'�bo�ru- (Please print) Plumber: J _ S.W f erl (Please print) r- I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 20 l - - � JESSICA LYNN RAFFIELD Notary Public -State of New York N0. 01 RA6267424 Qualified in Suffolk C unty�i My Commission Expires _ Notary Public, `County TOWN OF SOUTHOLD BUILDING ��PT. 765-1802 INSPECTION I FOUNDATION IST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / FINAL ' FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKI REMARKS: DATE-S - INSPECTOR I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOU DATION I ST ] ROUGH PLUMBING IF NDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: D AT E /43-- INSPECTOR �o !o �yOUNi'I,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI [ ] FOUNDATION IST [ ] UGH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL KCAL (FINAL) [ ] CODE VIOLATION [ AULKING REMARKS: L DATE /1 'f INSPECTOR :3 aso TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION M 0 M10 - [ ] FOUNDATION IST ROUG LUMBING ION [ ] FOUNDATION 2ND I LATION- FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE 'VIOLATION CAULKING REMARKS: DATE . INSPECTOR- V / 4/? co TOWN' OF SOUTHOLD BUILDING DEPT. ' 765-1802 INSPECT ON , ], FOUNDATION I ST I UGH PLUMBING "hT U B N1 FOUNDATION 2ND INSU FRAMING / STRAPPING FI L FIREPLACE4 CHIMNEY FI SAFETY I ECTION FIRE RESISTANT CONSTRUCTION ]l FIRE 4R ANT MPENIETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: , VE' t DAT INSPECTOR l o��DF SO3 (/r�ol coy,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION IST ROUGH PLUMBING [ ] [ ] NG FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FINE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL), [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR raf s 0 0 u TOWN OF, SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION, I FOUNDATION- I ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE - ho�00F SO(/T,��lo TOWN OF SOUTHOLD BUILDING DEPT.- 765.1802 .1 NSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ION [ ] CAULKING REMARKS: DATE �� 3 64 INSPECTOR ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ FINAL Of& ) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ' G0 . DATE INSPECTOR �'` Dunn Engineering Associates, P.C. Consulting Engineers 66 Main Street Westhampton Beach, N.Y. 11978 631-288-2480 631-288-2544 Fax D [EC[EU'V[E D September 16, 2016 OCT 2 1 2016 BUILDING DEPT. TOWN OF SOUMOLD Re: Pile Driving by Chesterfield Associates Inc. 1725 North.Sea Road Southhold,N.Y To Whom It May Concern: We have reviewed all documentation associated with the driving of timber piles at the above referenced facility. Thirty Eight` (38) piles were installed utilizing a MKT 9133 Pile hammer operating at 8,100 foot-pounds of energy. The blow count records for each pile have been examined and found to indicate that each pile has reached adequate bearing capacity as indicated below. With these facts in mind we hereby certify that all Twenty Seven (27) House and Deck piles, and Eleven (11) Pool Piles, installed with the MKT 9B3 Hammer were driven to a minimum load bearing capacity of 20 tons per pile, consistent with the requirements of the New York State Building Code. Sincerely, Q',pFESSI Q 40 y� �gRR7LL 0�,�'!'��, (U WALTER M. DUNN,JR., P.E. ti; President f� 044981 Sworn to before me OF NEw�°.' this I �P day of September 2016 , Not y Public DENISE HAMIC170N WMD:DK:aS Notary Public,State of NeWYork No 01 HA6153762 P36040 Qualified In Suffolk County L2016097 Commission Expires I l) 1 lei l b BERGDES(GN ARCHITECTURE Mr. Michael Verity p [Ec�D'V[E Chief Building Inspector DD Town of Southhold Southold, NY 11971 JUL 1 Q 2096 July 6th 2016 BUILDING DEPT. TOWN OF SOUTDOLD Re: 1725 North Sea Drive, Southold, NY. (SCTM: 1000-54-04-19) Zoning Board . Dear Mr. Verity, The new building at 1725 North Sea Drive complies with the following zoning board conditions: a. All structures and construction occur a minimum of 8 feet from the landward toe of the primary dune depicted on the site plan prepared by Young and Young dated September 216`2010. b. A limiting fence and staked hay bales were erected along the limits of clearing, grading and ground disturbance prior to the commencement of construction and were maintained until the completion of construction. c. The undisturbed portion of the site shall be maintained as a non disturbance buffer. d. All cleared areas which were not built on have been restored with native, non fertilizer dependent vegetation and are maintained as a landscape buffer. e. No pesticides,fertilizers or similar chemicals are being used on site. f. Leaders, gutters and drywells were installed to control runoff from the built structure. g. The pool equipment was installed in a sound deadening enclosure. h. A drywell for pool dewatering was installed. Sincerely, 4 John Berg i Copy:file Path:jobs01541docslro%vn of Southold 160706zoningboard 131 Varick Street Suite 913 NY NY 10013 P 646 486 1964 F 212 62S 9173 bergdeslgnarchitecture.com I. ! 1 0 • � • 1 I. ----------- �7�_ 1,�`.�'W`�''"� � 'f•.��', ----- PLUAMING �r 1 • , • STATE DE milli !UNF�WWR WA REAM' 7M � �1 � � � — 1 1_ •�'• � 'moi �� - � _� �. pi _� J • ! \ 1, ON M 1_� "IMM's 1 pro TIMI / �� / r _ __ - -/.rte.t --�a....��/ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applymg�l TOWN HALL — Board of Health SOUTHOLD,NY 11971 d� 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502Survey SoutholdTown.NorthFork.net PERMIT NO. _�, 0 � Check Septic Form — NYSDEC S; Trustees Flood Permit Examined �� 20J�_ Storm-Water Assessment Form — �7 Contact: Approved ( 2J 20ZQ Mail to Disapproved a/ Phone Expiration —20 APPLICATION FOR BUILDING PERMIT Date 2 Z 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the'Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced 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. _J0 (Signature of applicant or name,if a corporation) 2G�"P 51 b1N�P�-I U 13l cP,�GK 5`fi,S0 4L (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder .AOF41A 1 Tm- Name of owner of premises 1DF'�"r A- P MAC UPWr t36M gA-P_A (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. S1'�/L'r C©N�3[�tJL7"1121J — 2g ZSO—�( Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 112 5 tJD 211i ^Cc TOA VF cJyoa> House Number Street Hamlet County Tax Map No. 1000 Section .` Block 4 Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Y ACANf 1A9P b. Intended use and occupancy 51 N(a X FAA(,UY 99S['>wj(6 3. Nature of work(check which applicable):New Building V-"' Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost , I Ls ,/)Pj0 Fee If (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars N/A 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 1 it 8. Dimensions of entire new construction:Front �J�•'+�1i Rear 6 6 -6 Depth Height 34 Number of Stories 9. Size of lot:Front 104 111 li Rear '•� 5 u Depth 25 3'- a 1/Ti" 10.Date of Purchase 5W 1ST ZMf Name of Former Owner Ab6- WERM STD u-m e`tee-ra11S`C 11.Zone or use district in which premises are'situated Z -40 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES_X NO—Will leexceesss'ffilll be removed from premises?YES NO ><, 14.Names of Owner of premises_ X44" 1Addressg (,t10f 'P:12� hone No. J,47- 2-55 " X2.55 Name of Architect JOHO Addres hone No!q17-374 -3Q05 Name of Contractor FM Sew- 'r Address7' Phone No. 3�- 031- 7567 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 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 NO *IF YES,PROVIDE A COPY. NANCY L MESSIER STATE OF NEW YORK) SS: NOTARY PUBLIC-STATE OF NEW YORK COUNTY OF ) No 01ME6177256 �n Qualified in Suffolk County �O � j�V�-G'j being dulYsA9id � �tdsa� ap '►cent (Name of individual signing contract)above named, (S)He is the A 7,6N (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 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. Swoore me thi ay of 20� N?�y Public Sign re of Ap i t FORM NO. 3 NOTICE OF DISAPPROVAL DATE:April 4, 2014 TO: Peter Danowski, Jr. (Bombara) 616 Roanoke Avenue Riverhead,NY 11901 Please take notice that your application dated February 12, 2014 For permit to construct a new dwelling at Location of property 1725 North Sea Drive, Southold,NY County Tax Map No. 1000 - Section 54 Block 4 Lot 19 Is returned herewith and disapproved on the following grounds: The posed construction on this non-conforming 24,879 square foot lot in the R-40 District, is not permitted pursuant to Article IV, Section 280-18, which states; "No building or premises shall be used and no building or part thereof shall be erected or altered in the Low-Density R-40 District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule with the same force and effect as if such regulations were set forth herein full." Bulk schedule allows a maximum lot coverage of 20%. Based on the location of the coastal erosion hazard line and the town code's definition of buildable land(Article I, Section 280-4), which reads, "The area of a lot or parcel, not includingthe he square footage of tidal and freshwater wetlands, land seaward of the coastal erosion hazard area line, beaches, bluffs, primary dunes, secondary dunes, or underwater lands. The terms "wetlands," "beaches," "bluffs," and"underwater lands" shall have the meanings set forth in Chapter 275,Wetlands and Shoreline, of the Town Code. The terms "coastal erosion hazard area line," "primary dunes" and "secondary dunes" shall have the meanings set forth in Chapter 111, Coastal Erosion Hazard Areas, of the Town Code." The lot's buildable land measures 0 square feet and, therefore, following the proposed construction, total lot coverage will be 100%. "brized CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. i FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 4, 2014 AMENDED: July 10, 2014 TO: Peter Danowski, Jr. (Bombara) 616 Roanoke Avenue Riverhead,NY 11901 Please take notice that your application dated February 12, 2014 For permit to construct a new dwelling at Location of property 1725 North Sea Drive, Southold,NY County Tax Map No. 1000 -Section 54 Block 4 Lot 19 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 24,879 square foot lot in the R-40 District is not permitted pursuant to Article IV, Section 280-18, which states; "No building or premises shall be used and no building or part thereof shall be erected or altered in the Low-Density R-40 District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule with the same force and effect as if such regulations were set forth herein full." Bulk schedule allows a maximum lot coverage of 20%. According to the survey by Howard Young,Land Surveyor, most recently dated June 19, 2014, the total lot coverage will be 23 percent. This Notice of Disapproval was amended on July 10, 2014 following the submission of a new survey. uth ' ed Signkto T CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. i BOARD MEMBERS *pF SOSouthold Town Hall �j�, Leslie Kanes Weisman,Chairperson � Off® 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning �p ® a�� 54375 Main Road(at Youngs Avenue) Kenneth Schneider l�C0U�1Jr(,��'v Southold,NY 11971 rC E �� V 2 http://southoldtown.northfork.net � IJ U L� ZONING BOARD OF APPEALS fi AUL 2 5 2014 TOWN OF SOUTHOLD Tel.(631)765-1809 -Fax(631)765-9064 BLDG DEPTO�dP;Of SOUTHO(D FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JULY 24,2014 ZBA FILE: 6758 NAME OF APPLICANT: Robert and Margaret Bombara SCTM#1000-54-04-19 PROPERTY LOCATION: 1725 North Sea Drive(adj.to Long Island Sound), Southold,NY 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 H 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 Administrative Code Sections A 14-14-to 23, and the Suffolk County Department of Planning issued its reply dated May 23, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review 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 a recommendation dated May 27, 2014. The LWRP letter states the following: "The proposed action has been reviewed under Chapter 268.....and was recommended as INCONSISTENT to the Board of Trustees and Town Board. Both boards ultimately issued conditional approvals for the action;the Town Board issued a variance from Chapter 111 (Coastal Erosion Hazard Area)requirements on January 4, 2011 following a Board of Trustees denial if the original action. The Board of Trustees issued a Chapter 275 (Wetland Permit) and Coastal Erosion Permit on October 17, 2012 for the action. The issuance of the Town Board Chapter 111 variance and the Board of'Trustees Chapter 275 and Chapter 111 permits required that the action be rendered as CONSISTENT with the Town of Southold Local Waterfront Revitalization Program. Consequently, the policies listed to recommend the action as inconsistent were addressed in each approval." Therefore, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTSMESCRIPTION: The subject property is unimproved and is non-conforming with 24,879 sq. ft. located in the R40 zone district.It has 100.00 feet of frontage on North Sea Drive, 253.69 feet along the western property line, 100.41 on Long Island Sound and 244.84 feet along the eastern property line as shown on the survey dated Aug. 17, 2009 last revised April 23,2013 prepared by Howard W. Young.LLS. BASIS OF APPLICATION: Request for Variance from Article IV Section 280-18 and Article 1 Section 280-4 definition of buildable land and the Building Inspector's April 4, 2014 Notice of Disapproval based on an application for building permit to construct a new single family dwelling, at; 1) lot coverage at more than the code permitted maximum of 20% based on buildable land. i Page 2 of 4—July 24,2014 ZBA#6758—Bombara SCTM#1000-54-4-19 RELIEF REQUESTED: The applicant requests a variance for 100% lot coverage where the code allows a maximum of 20% lot coverage, as shown on the Survey/Site Plan, prepared by Howard W.Young L.S., last revised April 23, 2013. ADDITIONAL INFORMATION: The Notice of Disapproval dated April 4, 2014 determined that the lot's buildable land measured 0 square feet and therefore, following the proposed construction, the total lot coverage would be 100%, based on the location of the coastal erosion hazard line and the town code's definition of buildable land(Article I, Section 280-4). Buildable land is reduced by certain conditions which exist on a property.Buildable land is defined as, "[t] the area of a lot or parcel, not including the square footage of tidal and freshwater wetlands, land seaward of the coastal erosion hazard area line, beaches, bluffs, primary dunes, secondary dunes, or underwater lands. The terms "wetlands," "beaches," "bluffs," and "underwater lands" shall have the meanings set forth in Chapter 275, Wetlands and Shoreline, of the Town Code. The terms "coastal erosion hazard area line," "primary dunes" and "secondary dunes" shall have the meanings set forth in Chapter 111, Coastal Erosion Hazard Areas, of the Town Code." In the ZBA's review of the record after the closing of the public hearing,the Board concluded that since the Town Board and Trustees had recognized a building lot through conditional variance relief from Chapter's 111 and 275 of the Town code, the CEHA restrictions are inapplicable in the lot coverage calculation. Lot coverage is determined by the percentage of buildable land existing on a lot which is covered by building area. Here, the subject parcel's buildable land, as referenced above, is not reduced by the CEHA line,primary dunes, or secondary dunes. However, since the property contains a beach and a "beach ridge", as reflected on the survey dated April 23, 2013 by Young and Young, the buildable land is limited to the area between the southwest edge of the lot and the"landward toe of the most landward beach ridge." In accordance with the foregoing, the Board voted at the Regular Meeting of July 10, 2014 to reopen the hearing for the sole purpose of accepting a revised survey showing the lot coverage of the buildable area of the subject parcel as described above. AMENDED APPLICATION: On July 10, 2014 the Board received a survey by Young and Young dated last revised June 19, 2014 showing the proposed lot coverage at 23%of the buildable lot area,as defined above.The Board then closed the hearing subject to receipt of an amended Notice of Disapproval from the Building Department,based upon the revised survey. The Amended Notice of Disapproval dated July 10,2014 confirming the 23% lot coverage was received by the ZBA on July 10, 2014. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 5,2014, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding 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)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed construction of the residential dwelling and its location on the parcel is characteristic of this neighborhood. On the seaward side of North Sea Drive between Horton's Lane and Kenney's Road, all but two or three of the 21 waterfront lots are improved with dwellings. Swimming pools are not typical in this neighborhood. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant could reduce the footprint of the proposed dwelling and/or eliminate the proposed pool in order to bring the construction into more conformance with the code with respect to lot coverage. However, the buildable area of the subject property is substantially reduced by the presence of protected natural features. 1 1 Page 3 of 4—July 24,2014 ZBA#6758—Bombara SCTM#1000-54-4-19 3. Town Law§267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 15%relief from the code. (23% lot coverage is a 15% increase of the allowable maximum of 20%). However, the proposed construction plans and swimming pool were approved by the Southold Town Board and Trustees who imposed a series of conditions to mitigate adverse impacts. 4. Town Law §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 applicant must comply with Chapter 236 of the Town's Storm Water Management Code, the requirements of NYS DEC, the conditions required in approvals from the Southold Town Board and Southold Trustees, and the additional conditions imposed in this determination. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of 23% lot coverage of the buildable area, 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 Weisman (Chairperson), seconded by Member Schneider, and duly carried, to DENY the variance AS APPLIED FOR AND GRANT THE RELIEF AS AMENDED, and shown on the Survey prepared by Howard W. Young L.S., dated Aug. 17, 2009 last revised June 19, 2014 (coverage) and the architectural plans dated November 19, 2013 last revised February 12, 2014 as pages A00-A08, A17, &S01 —S03 prepared by Berg Design Architecture. CONDITIONS: 1. The Applicant must comply with the conditions imposed by the Southold Town Board on January 4,2011 and the Southold Town Trustees on October 17, 2012, codified in Covenants and Restrictions filed on the property on November 20, 2012, including but not limited to the following: a. All structures and construction occur a minimum of 8 feet from the landward toe of the primary dune depicted on the site plan prepared by Young and Young dated September 21,2010. b. The erection of a project limiting fence and staked hay bales along the limits of clearing, grading and ground disturbance prior to the commencement of construction and maintained until completion of construction. c. The undisturbed portion of the site shall be maintained as a non-disturbance buffer. d. All cleared areas not built upon must be restored with native, non-fertilizer dependent vegetation and maintained as a landscape buffer. e.No pesticides,fertilizers or similar chemicals shall be permitted on site. f. The installation of leaders, gutters and drywells to control runoff from' the proposed structures. 2. Pool mechanicals shall be placed in a sound deadening enclosure.✓ �G0406//& 3. A drywell for pool dewatering shall be installed. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited to 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. Page 4 of 4—July 24,2014 ZBA46758—Bombara SCTM#1000-54-4-19 Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, 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 Weisman (Chairperson), Schneider, Horning, Goehringer, Dantes. This Resolution was duly adopted(5-0). Leslie Kanes Weisman Chairperson Approved for filing 71d�/2014 James F.King,President �®v SQUr� Town Hall Annex Bob Ghos*Jr..Vice-President ,`O� ®� 64575 Main Road Dave Bergen P.O.Box 1179 Southold,New York 11971-0959 John Bredemeyer �+ Michael J.Domino Telephone(631)765-1892 l,Y�i�lll�l Fax(631)785-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT#7919C Applicant/Agent: Peter S. Danowski, Jr., Esq. Permittee: Robert&Margaret Bombara SCTM#: 54-4-19 Project Location: 1725 North Sea Drive, Southold Town Board Granted Appeal Approval: January 4, 2011 Date of Issuance: October 17, 2012 Date of Expiration: October 17, 2014 Reviewed by: Town Board and Board of Trustees DESCRIPTION OF ACTIVITY: To construct one single-family residence, pool, and associated water supply, sewage disposal'facilkles, and a 4'wide access path to the water; with the condition that there be no structures beyond the project limiting line located eight(3)feet landward of the landward toe of the most landward beach ridge, as shown on the survey; and as depicted on the survey prepared by Young &Young, last dated August 23, 2012, and stamped approved on October 17, 2012; and further with the conditions as set forth in the decision of the Town Board dated January 4, 2011, and attached hereto as Exhibit A. INSPECTIONS: Pre-Construction Hay Bale &Silt Fencing Line Inspection; Final Inspection SPECIAL CONDITIONS: (apply if marked) In accordance with Chapter 111-15 Erosion Protection Structures: N/A A maintenance agreement is attached hereto and is a necessary special condition of this permit. Ja s F. King, President Board of Trustees a . Esr� n • esti CONCLUSION Therefothe interests bf justice and for.the reasons set forth herein, this Board grants the applicAt relief from Chapter 111 of the Town Code upon the following . conditions: 1. A structures and coestruction occur•a minimum of 8 feet from the landward toe of the primary dune depicted on the site plan prepared by Ydung&Young dated September2l,2010.. 2. The erection of a project limiting fence and staked h4y bales along the limits of clearing,grading and grottnd disturbance prior to the commencement of construction and maintained until completion of construction. 3: -The undisturbed portion of the site shall be inaintaia cd as a ' nondisturbance-buffer. 4. All cleared areas not built upon must be restored with native,nonfertilizer- • dependent vegetation and maintained as a landscalie'buffer. S. ;No pesticides, ferti'tizers, or siniilar.chemicals shall be permitted on site. 6. The installation of leaders,.gutters, and drywells to contkol runoff from the •prpposed structures. The grant g of this relief is subject to.the conditions of such other pcnr tts as the applicant has alreidy acqui4 or may otherwise have to acquire for final approval of the proposed project,,, Furthermore, this Board finds that the proposal iq classified as an Unlisted Action pursuant.to SEQI, Rules and Regulations, 6 NYCRR,Section 617,and that-the Board, as Lead Agency,6spes a Negative Declaration for the proposal,with the above conditions. Finast►,this Board finds that this project is consistent with the LWRP pursuant to Chaptor 268 ofthe Town Code, Waterfront Consistency Review,so long as the.above conditions are adhered to. Dated: January 4,2011 -18- _•;3=,,;::3-);B0r rA'RIY-F�F SQ K0-WN!'-TRUSTEkjiS•!'t S+ti(J41'��•:li �'V�`I'OR�J�tt> r:�; ,>-i�t�r;_ ••+,Y:v,.;, ' ���••t., .b :5•;IlWtrit(it�2r?tt.. .. •iTifs;;i 7� ` . ,. l�ry ir9C ,,il,rilt, "i PE ,ik' Ti v`7�19�R� fA ✓,, t,l t 'Uef6ViR 7.2012 r ifr','ibll to crit s> :Wf✓' , >• s `"'+� 7a"'•••'•' ISSUFI)XA ROBERT of-,usr,li:,,11 ttJ rwltul;,z��1• ` ;'��°�1' '"t ..- . s ,{,> t•;t',.• ,rts. PROPERTY ADDRESS: 1725 NORTH SEA DRIVFu S0 IUTEIOLD€{ "., S0T1M#,-54=$1=9rn r,x51,i. •', :ir:,;c,;arl, � :l,r ,.,, i+ri, , {1 I':' .- t' ;-rt �slSrrs H r,,t.n:,r.c�,;t{•,bl;a�+ic ,:J; �,�✓}n. •t.,: gid;�i�l,.;;•,,:+r t,•• s':1 ;�,^:t,':t.#:r""i? , < .,sr1r.1•, a;,;,.,:, ."t; .:+'•t ,r•,• !, -,i!'.r',r,r; _ .f,• !!,(r':,'q .f 11=i.,j rail• t;M,d� - R�r/ �r�l„��1{��{, K: t i'i ;y d�Is:.�?,"+tt'itUt* ai^' 1,�:y;ti�.i:y;0' 1 li::: -`t'' i f , < i tY , �{n- n �✓ ;• WZ3} frti ,j'• t"v8cF1< .,lip,€t37-r9 °Rt '17 �bb+':?✓' _P.ursuarif td tfr O`Visforis ofChapW 275 anti/d9r' n 1 of f• ' }r.Southold and in accordance with the Resolution of the Board of?ru ees a oWa'the�m t�g'helon f 1 lRt October 17 2012,and in consideration of a lication fee in the�sum of 250.00 paid by Robert&e azet Bom ar'an su j�Cf tb`the T're"iti aiuYGs'on $ri§'+ar�wfeld{�if`t6 esdlutto�$,fh'e3Southdl Town># azd of 7iiisees'9uiFio'ii�es`$hd!` '" 4. permits the following. r'ltva • ..,.�i ill:•.,,,.:t"'.;r,otl:r,,;.. td t rrr,,q�:;r . Wetl,#d Permit to con trl tact one sin le-f waterl3U t+1`1 "s'eW8 er °"''F� �"'' gl`4�Syr,o7 Bence, Fp]!,$ndlassociated PP Y� g disposal facthties,an�'a wi a access path tot o water•with the condition that there be no structures beyond the project limiting Ime ideated`eight(8) felt Ia�lydwaWof the lagjpafd,J o� a o�Ct l rt�l a cl�beac t;idge,$ shoytR on the survey;and'as depicted onfiejsurve an e a y prepared by;�oupg&;Yolk 23 2 ng,last dated August Old d stlt�!, (d, ppTotyed on October 17,2012. g �1I i rli: 'il IA;J F5 �F,':47II91 9r}i 9':;,,):; *pf SO(/� John M. Bredemeyer I1I, President ®� y®l Town Hall Annex Michael J. Domino,Vice-President 54375 Route 25 P.O. Box 1179 Glenn Goldsmith Southold,New York 11971 A. Nicholas Krupski G O@ Telephone(631) 765-1892 Charles J. Sanders �1�1001%N Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 6, 2016 nD � DD AY 6 206 Robert & Margaret Bombara 98-16 163`d Avenue BUILDINGDWL Howard Beach, NY 11414 TOWN OF SOUTHOLD RE: 1725 NORTH SEA DRIVE, SOUTHOLD SCTM# 1000-54-4-19 Dear Mr. & Mrs. Bombara: A-revi-ew of-Toirvn-Wetland Permit#7919-and-Coastal-Erosion Permit#791-9C; and a - compliance inspection of the above referenced property was performed on May 3, 2016 by the Trustee President and Vice-President which revealed the following: 1) Both permits for this project have expired. 2) Not noted constructed was the 4' wide access path to the beach. 3) Landscape activities on the subject parcel are beyond the scope of the permit and in direct violation of Coastal Erosion Permit condition number 4 found on page 18 in that cleared areas not built upon were not restored with native, non- fertilizer dependent vegetation. Noted was fertilizer dependent commercial sod in the front yard and upon the right-of-way of North Sea Drive, a Town Road and non-native shrubs throughout. 4) A concrete product with sod in between the "cells" appears as a constructed parking surface in the Town right-of way of North Sea Drive. To avoid a visit from the Bay Constable and an enforcement action, please return to this office with a completed application for an administrative wetland permit that will include plans for native vegetation to meet the provisions of the now expired permits for landscaping within the cleared area. You will also need to secure the appropriate written permission(s) of the Town Engineer/Highway Superintendent for the concrete material in the Town right-of-way. This office has no objection to the prompt removal of all sod and stabilization of such areas with mulch in the interim. Failure to promptly respond to this communication within two weeks confirming your intent to comply will result in referral to the Bay Constable for enforcement. Sincerely, oh n M. Bredemeyer, III, President Board of Trustees JMB:eac CC Peter S. Danowski, Jr. Asst. Town Atty. Building-Department Town Engineer Highway Superintendent Bay Constable Town Board 10/05/2016 14:37 6317656641 SOUTHOLD TRUSTEES PAGE 01/01 John M.Bredemeyer 1II,President ��OF SO(/ry0 Town Hall Annex IVlicbael J.Domino,Vice-president �� �� 54375 Route 25 Glenn Goldsmith s Southold, Box 1179 New Yo;k 1.1.971 A. Nicholas Krupski G • Telephone(633.)765-1.892 Charles J.$andcrs �O Y Fax(631)765.6641 l' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1280C Date:October 5 2016 THIS CERTIFIES that the construction of one single-family resj,de ce,pool,and associated water suvnly,sewage disposal facilitieg arAd a 4' wide accm hath to the water,•with the condition that there-be Ao structures beyond the project limting�line located eidt(8)feet landward of the landwi&d toe of tiye most landward beach ridge,as shown on the siuvev; At 1725 aprth Sea Drive,Southold Suffolk County Tax Map#1000-544,1.9_ Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 18,2012 pu�suint to whichTrustees Wetland Permit#7919 and Coastal Erosion Permit#7919C Dated October 17,ZO- 2,was issued and conforms to*11 of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of one siggIg-family residence,Aoo1, and associated water supply,sewase disnogal facilities,and a 4'wide access oath to the water; with the condition that there be no structures beyond the project limiting line located eight(8).feet landward of_tlte landward toe of the x>Lrost landward beach ridge,-as shown on the sw y_ey. The certificate is issued to ROBERT&MARGARET SOMBAARA_-owners of the aforesaid property. �n/7� #0&- 40.1% j& D D Authorized Signature OCT 2 1 2016 BUILDING DEPT- TOWN OF SOUTUOLD ift NEW YORK STATE DEPARTMI 3F ENVIRONMENTAL,CONSERVATI Facility DEC ID 1-4738-03647 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: ROBERT G BOMBARA BOMBARA PROPERTY 98-16 163RD AVE NORTH SEA DRISCTM# 1000-54-04-19 HOWARD BEACH,NY 11414 SOUTHOLD,NY 11971 Facility Application Contact: YOUNG& YOUNG 400 OSTRANDER AVE RIVERHEAD,NY 11901 (631) 727-2303 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 713.8 NYTM-N: 4549.86 Latitude: 41°04'18.9" Longitude: 72°27'18.7" Authorized Activity: Construct single family dwelling, driveway, swimming pool and patio. Install sanitary system. All work must be done in accordance with the plans prepared by Howard W. Young last revised July 2, 2009. Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-473 8-03 647/00001 New Permit Effective Date: 10/20/2009 Expiration Date: 10/20/2014 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations,and all conditions included as part of this permit. Permit Administrator:GEORGE W HAMMARTH, Deputy Regional Permit Administrator Address: NYSDEC REGION I HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY 11790 -3409 Authorized Signature: Date &I °?� Page 1 of 6 NEW YORK STATE DEPARTMI W ENVIRONMENTAL CONSERVATI Facility DEC ID 1-4738-03647 Distribution List YOUNG& YOUNG SHERRI L AICHER Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS I. Prohibition Period for Nesting Birds Due to the presence of Piping Plovers in the area, no regulated activities shall occur between April 1st and August 31 st of any calendar year. Except that regulated activities may commence prior to August 31 st, but only after July 7th, of any calendar year pending inspection by NYSDEC,Bureau of Wildlife' staff. The permittee must contact the Bureau of Wildlife(631) 444-0308 to request a site inspection to obtain the status of birds at their project location. If NYSDEC staff confirm the absence of Piping Plover breeding activity during the site inspection, work may commence upon completion of the inspection. 2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned,along with photographs of the completed work. 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Howard W. Young last revised July 2, 2009 and stamped "NYSDEC Approved" on October 20, 2009. 4. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 5. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. Page 2 of 6 NEW Y6RK STATE DEPARTMI 7F ENVIRONMENTAL CONSERVATI Facility DEC ID 1-4738-03647 _ 6. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 7. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 100 linear feet from the tidal wetland boundary. 8. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, "slag, flyash, broken concrete or demolition debris). 9. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has been permitted. Placement of fill shall not be used to alter the department's Tidal Wetland jurisdictional area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Part 661. io. No Beach Excavation For Fill No excavation of the beach is authorized for the purpose of obtaining fill or stone materials. li. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 12. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 140 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 13. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 150 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 14. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or indirectly into wetlands or protected,buffer areas. 15. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 16. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 17. Sanitary Systems above Groundwater Sanitary system(bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 18. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes, and no claim or right to compensation shall accrue from any such damage. Page 3 of 6 NEW YORK STATE DEPARTMF : ')F ENVIRONMENTAL CONSERVATF �► Facility DEC ID 1-4738-03647 19. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may_.require, remove all or any portion of the uncompleted-structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 20. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 21. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental-Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department,issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. Page 4 of 6 da NEW YORK STATE DEPARTMI 7F ENVIRONMENTAL.CONSERVATI Facility DEC ID 1-4738-03647 - 3. Applications For Permit Renewals, Modifications or'Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. .NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC")for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Page 5 of 6 NEW YORK STATE DEPARTMF ENVIRONMENTAL CONSERVATE da Facility DEC ID 1-4738-03647 Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 NOTICE OF COMMENCEMENT OF CONST' -TION RETURN THIS FORM TO: COMPLIANCE Marine Habitat Protection OR FAX TO: 631-444-0297 NYSDEC imbue 50 Circle Road-SUNY Stony Brook, NY 11790-3409 PERMIT NUMBER: ISSUED TO: PROJECT LOCATION/ADDRESS: CONTRACTOR NAME: ADDRESS: TELEPHONE: Dear Sir: Pursuant to General Condition of the referenced permit,you are hereby notified that the authorized activity shall commence on . We certify that we have read the referenced permit and approved plans and fully understand the authorized project and all permit conditions.We have inspected the project site and can complete the project as described in the permit and authorized depicted ec the approved plans. We can do so in full compliance with all plan notes and permit conditions.The permit sign,permit and approved plans will be available at the site for inspection in accordance with general Condition No. 1. (Both signatures required) PERMITEE - DATE CONTRACTOR DATE THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS PRIOR TO COMMENCEMENT OF THE PROJECT AND /OR ANYASSOCIATED REGULATED ACTIVITIES. FAILURE TO RETURN THIS NOTICE,POST THE PERMIT SIGN, OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE AT THE WORK SITE FOR THE DURATION OF THE PROJECT MAY SUBJECT THE PERMITTEE AND/OR CONTRACTOR TO APPLICABLE SANCTIONS A CONDITIONS. NO PENALTIES FOR NON-COMPLIANCE WITH PERMIT Cut along this line x ..............................................NOTICE OF COMPLETION OF.CONSTRUCTION'.................."`............................. `........................ RETURN THIS FORM TO: COMPLIANCE - ft FAX TO: 631-4440297 Marine Habitat Protection NYSDEC 50 Circle Road-SUNY Stony Brook, NY 11790-3409 PERMIT NUMBER: ISSUED TO: PROJECT LOCATION/ADDRESS: CONTRACTOR NAME: ADDRESS, TELEPHONE: Dear Sir: Pursuant to General Condition of the referenced permit,you are hereby notified that the authorized activity was completed on We have fully complied with the terms and conditions of the permit and approved plans.(Both signatures requlred) PERMITEE DATE CONTRACTOR DATE THIS NOTICE, WITH PHOTOGRAPHS OF THE COMPLETED WORKAND/OR A COMPLETED SURVEY,AS APPROPRIATE, MUST BE SENT TO THE ABOVE ADDRESS WITHIN 30 DAYS OF COMPLETION OF THE PROJECT. 95-20-1(11103)—9d , New York State Department of Environmental Conservation � NOTICE v as The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of the approved work and any Department conditions applied to the approval, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Permit Number Regional Permit Administrator ROGEREVANS Expirati®n ®ateq -141 NOTE: This notice is NOT a permit New York State Departmo�nt of Environmental Conserwition Division of Environmental Permits, Region 1 Am @Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 011111110 Phone: (631)444-0403 • Fax: (631)444-0360 _ Website: www.dec.ny.Qov PERMIT MODIFICATION November 17, 2010 Robert G.Bombara - - - - - - - - - 98-16 163d Ave. Howard Beach, NY 11414 Re: Bombara Property North Sea Drive Southold, NY 11971 DEC# 1-4738-03647/00001 Dear Permittee: Your recent request to modify the above permit has been reviewed pursuant to 6NYCRR, Part 621. It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit is amended to authorize: Construct single family dwelling, driveway, swimming pool and patio. Install sanitary system. All work must be done in accordance with the plans prepared by. Howard W. Young last revised September 21, 2010 and stamped "NYSDEC Approved"on November 17, 2010. All other terms and conditions remain as written in the original permit. Very truly yours, od George H. Hammarth Permit Administrator sla cc: Young &Young BOH -TW file 4qyears of stewardship 1970-2010 New York State Uepartme-L- -,)of Environmental Conserva_.,vn Division of Environmental Permits, Region 1 _ SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0403 • Fax: (631)444-0360 Website: www.dec.nv.gov Joe Martens Commissioner PERMIT MODIFICATION July 20, 2011 Robert G. Bombara 98-16 163'Ave. Howard Beach, NY 11414 Re: Bombara Property North Sea Drive Southold, NY 11971 DEC# 1-4738-03647/00001 Dear Permittee: Your recent request to modify the above permit has been reviewed pursuant to 6NYCRR, Part 621. It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit is amended to authorize: Construct single family dwelling, driveway, swimming pool and deck. Install sanitary system. All work must be done in accordance with the plans prepared by Howard W. Young last revised March 10, 2011 and stamped "NYSDEC Approved" on July 20, 2011. All other terms and conditions remain as written in the original permit. Very truly yours, � Bd George H. Hammarth Permit Administrator sla cc: Young &Young BOH -TW file '4 @Oyears of stewardship 1970-2010 o U.S.DEPART LEMER NT OFEMERGENCY MANAGEMENT DSECUNCY ELEVATION CERTIFICATE OMB No.1660-0008 FEDERAL EMERGENCY MANAGEMEIVTAGENCY Expiration'Date:July 31, 2015' National Flood huuroucr Y,egroni IMPORTANT:Follow the instructions on pages 1•-9. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Budding Owner's Name Robert G. Bombara PoiwyNumbec A2. -Building Street Address(Including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIL Number,, 1,725 North Sea Drive City Southold state NY ZIP code 11971 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) 'CTM No.: 1000-54-4-19 A4. 'Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)-R0Bl00rlflal A5 Latitude/Longitude:Lat. N 44°Oa'IT' — Long.X7,227!0a" Horizontal Datum. ❑NAD 1927 ❑NAD 1983 A6. Attach at least 2 photographs of the building If the Certificate Is being used to obtain flood Insurance. A7, Building Diagram Number_R A8. For a building with a crawlspace or enclosure(s): A9.For a building with an attached garage. a) Square.footage of crawlspace or enclosure(s) 1'352 sq ft a) Square footage of attached garage sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.Q foot above adjacent grade 7within 10 foot apove adjacent grade c) Total net area of flood openings in A8.b _360 ,___sq In c) Total net area of flood openings in A9 b sq in d) Engineered flood openings9 ®Yes ❑No d) Engineered flood openings? ❑Yes ❑No SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION 81. NFIP Community Name&Community Number B2.County Name B3.State Southold/360813' Suffolk NY B4. Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel Effective/ B8,—Flood 89.9ase flood Elevation(s)(Zone Revised Date A0,use base flood depth) 36103C0154 H 09/25/2009 09/25/2009 AE 12 BIO.Indicate the source of the Base Flood Elevation(BFE)data or,base flood depth entered in Item 139; ❑FIS Profile, M FIRM, ❑Community betermined ❑Other/Source: Bll Indicate elevation datum used for BFE in Item B9: ❑NGVD 1929 9 NAVD 1988 ❑Other/Source: B12.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? 0 Yes ®No Designation Date: / / ❑CBRS ❑OPA SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on. ®Construction Drawings* ❑Building Under Construction*. ❑Finished Construction 'A new Elevation Certificate will be requited when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO.Complete items C2.6-h below according to the building diagram specified in Item A7 In Puerto Rico only,enter meters. Benchmark Utilized: GPS Vertical Datum: NAVD88 Indicate elevation datum used`for the elevations in items a)through'h)below ❑NGVD 1929 M NAVD 1988 ❑Other/Source: Datum used for building elevations must,be the same as-that used for the BFE. Chock the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 6 , 45 ®feet ❑meters b) Top of the next higher floor 14 00 ®feet ❑mete rs c) Bottom of the lowest horizontal structural member(V Zones only) n/a ❑,feet ❑meters d) Attached-garage(top of slab) n/a ❑feet ❑meters e) Lowest elevation of machinery or equipment servicing the building 14 , 00 ®feet ❑meters (Describe type of equipment and location in Comments) 0 Lowest adjacent(finished)grade next to building(LAG)' �6 45 ®feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) 9 80 ®feet ❑meterS' h) Lowest adjacent grade at lowest elevation of deck or stairs,including 9. ..00 ®feet ❑meters' structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to-certify elevation Information 1 certify that the information on this Certificate represents my best efforts to interpret the data available. ; I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S.Code,-Section 1001, ❑Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ` t ❑Check here if'attaehments. licensed land surveyory ❑Yes ®No ' Certifier's'Name I License Number T 4t<,• � Howard W.Young 45893 t- . Title Ccmpairy Name { :. Partner Youn &Young 1t , Address City State ZIP Code ` 400 Ostra der Avenue Riverhead NY 11901 ti k;$)�r eyq�°'/'�P" A Signature Date Telephone L 07/29/2014 631 727-2303 FEMA Form 086-0-33(Revised 7/ 2y See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE,page 2 IMPORTANT:In thesespaces,copy the corresponding information from Section A. 'FOR INSURANCE COMPANY USE Budding Street Address(including Apt,Unit,Suite,and/or Bldg.No.)or PO.Route and Box No, Policy Number- 1725 North Sea Drive City State ZIP Code Company NAIC Number: Southold NY 11971 SECTION D SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)budding'owner. Comments Signature Date SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5.If the Certificate is intended to support a'LOMA or LOMR-F request,complete Sections A,B,and C. For Items E1-E4,use natural grade,if available.Check the measurement used,in Puerto Rico only,enter meters, E1.Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent, grade(HAG)and the lowest adjacent grade(LAG) a)Top of bottom floor(including basement;crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b)Top of bottom floor(including basement,crawl space,or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2.For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the,budding is -. ❑feet ❑meters [],above or ❑below,the,HAG. E3 attached garage(top of slab)is ❑feet ❑meters Q above or ❑below the HAG. E4.Top of platform of machinery and/or equipment servicing the.building is ❑feet ❑meters ❑above or ❑below the HAG. E5.Zone AO only:if no flood depth number is available,is the,top of the bottom floor elevated in accordance with the community's floodplain management ordinance?❑Yes ❑No ❑Unknown The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)'CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone'AO must sign here.The statement's in.Sections A,B,and E are,correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments, SECTION G-COMMUNITY INFORMATION(OPTIONAL) The'local official who is authorized by law or ordinance to administer the community'0oodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below Check the.measurement used in Items G8-G10 in,Puerto Rico only,enter meters. GJ. ❑,The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Corn ments area below.) G2. EIA community official completed Section E for a buildmg'located in Zone A(without a FEMA-issued or corrimunfty-issued BFE)or Zone AO., G3 ❑ The following Information(Items G4-G10)is provided for community floodplam management purposes, 04. Permit Number G5.Date Permit Issued G6.,Date Certificate Of Compliance/Occupancy Issued G7; This permit has been issued for: []New Construction ❑Substantial Improvement G8 Elevation of as-built lowest floor'(including basement)of the building:, ❑feet ❑meters Datum G9. BFE or"(in Zone�AO)depth of flooding at the budding site, ❑feet ❑meters Datum G10.Comm unity's design-flood elevation: ❑feet ❑meters Datum Local Official's,Name Title Community Name Telephone Signature Date Comments _ ❑Check here if attachments FEMA,Form 086.0-33(Revised 7/12) Replaces all,previous editions ELEVATION CERTIFICATE,page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. I ,IMPORTANT:In these spaces;copy the corresponding,infoimation from secticn A. FOR.INSURANCIE COPAPAWUSE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.Nb.)or P0.Route and.Box No. Policy Number. 1725 North-Sea.Drive „ City State ZIP Code Oompany NAlC Number:: Southold NY 11971 if using the Elevation Certificate to obtain NFIP flood Insurance,affix at least 2 building photographs below according to the Instructions 'for Item A6. Identify,all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side,View"Wand 'Left Side View."When,applicable,photographs must show the foundation'with-representative examples of�the flood openings or vents;as indicated in Section A8.If-submitting more photographs than wi(l fit on this page,use the,Continuation Page. • . i - I FEMA Form 086-0.33(Revised 7/12) Replaces all previous editions. .U.S. [EC[EGV[E DEPARTMENT OF HOMELAND SECURITY DD S 1E OMB No. 1660-0008 Federal Emergency Management Agency OCT 2 8 2016 Expiration Date: November 30,2018 National Flood Insurance Program ELE VATIO? V� u y TE ImpoLl� Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company, and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al Building Owner's Name Policy Number: Robert G. Bombara A2. Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Company NAIC Number. Box No. 1725 North Sea Drive City State ZIP Code Southold New York 11971 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) SCTM No.: 1000-54-4-19 A4, Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) Residential A5 Latitude/Longitude: Lat.N 41 04'33" Long.W 72 27'07" Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1,178 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 7 C) Total net area of flood openings in A8.b 1,704 sq in d) Engineered flood openings? ❑x Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade i c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑Yes ❑ No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3. State Southold/360813 Suffolk New York F B4.Map/Panel B5.Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone A0,use Bas_e Revised Date Flood Depth) 3610300154 H 09/25/2009 09/25/2009 AE 12 kf B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: , B11. Indicate elevation datum used'for BFE in Item 139: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ❑x No Designation Date: ❑ CBRS ❑ OPA I FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 , r f OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date' November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O.Route and Box No. Policy Number: 1725 North Sea Drive City State ZIP Code Company NAIC Number Southold New York 11971 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED). C1, Building elevations are based on: ❑ Construction Drawings; ❑ Building Under Construction' ❑x Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,ARIA,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item AT In Puerto Rico only,enter meters. Benchmark Utilized: GPA Vertical Datum:NAVD88 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ❑x NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 14. 2 ❑x feet ❑ meters b) Top of the next higher floor NSA. ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) NSA. ❑x feet ❑meters d) Attached garage(top of slab) NSA. ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 14 6 ❑x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 7.0 ® feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 8.7 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including 7. 0 ® feet ❑ meters structural support SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available.1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑Yes No ❑x Check here if attachments. a Certifiers Name License Number Howard W.Young 45893 "'--0'V1 Title <''r %1D ! Land Surveyor 'Z`�h }'J— I Company NameySsaiYoung&YoungAddress400 Ostrander Avenue ; '-� 58 City State ZIP CodeRiverhead New York 11901 '—. A-F]1 Signature Date Telephone 44.A- 07/14/2016 (631)727-2303 Copy all pages of this Elevation Ce i#cate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location,per C2(e), if applicable) 1 C2e. Hot water Beater Replaces all revious editions. Form Page 2 of 6 P (,. FEMA Form 086-0-33(7/15) OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No. Policy Number: 1725 North Sea Drive City State ZIP Code Company NAIC Number Southold New York 11971 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5.If the Certificate is intended to support a LOMA or LOMR-F request, ,complete Sections A, B,and C.For Items E1—E4, use natural grade,if available.Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b)- Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owners authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in.Sections A, B,and E are correct to the best of my knowledge. Property Owner or Owners Authorized Representative's Name Address City State ZIP Code Signature Date Telephone I Comments f t ti K 3 S$ G N f ^k,J F ❑Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 z OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date. November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg.No.)or P.O. Route and Box No. Policy Number- 1725 umber1725 North Sea Drive City State ZIP Code Company NAIC Number Southold New York 11971 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,8,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below. Check the measurement used in Items 138-1310. In Puerto Rico only,enter meters. 131. ❑ The"information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation.of as-built lowest floor(including basement) E] feet ❑ meters Datum of the building: G9. BFE or(in Zone AO)depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date i Comments(including type of equipment and location,per C2(e), if applicable) s r I t 4 t f u, Fps JQ 4 p�u ❑ Check here if attachments. � II: a FEMA Form 086-0-33(7/1,5) Replaces all previous editions. Form Page 4 of 6 i° BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6 Expiration Date. November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.. Unit, Suite, and/or Bldg No.)or P.O. Route and Box No. Policy Number: 1725 North Sea Drive City State ZIP Code Company NAIC Number Southold New York 11971 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken-, "Front View"and"Rear View"; and, if required, "Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. S t g Photo Orve Photo One Caption Front i _-- _ Photo Two Photo Two Caption Rear FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No Policy Number: 1725 North Sea Drive City State ZIP Code Company NAIC Number Southold New York 11971 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken- "Front View" and 'Rear View"- and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. Phdo One Photo One Caption Side t � Photo Two Photo Two Caption Vent FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 A 't • APPLICAT1C)N +Y 'f PAGE I of a TONIN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PCRMfT APPI,ICA710N This Corte Is to be filled out:lif duplicate_ y • S1rCTION l• REP11;ltA[.PROYI IONS fAPPj,ICA)V'C to read anc�3j�1_'.. 1. No work may start until a permit is issued. 2. Tbo penait may be ravokcd if any false statements are made herein. 3. if revoked,all work must cease until permit is rc-Issued q. Dovelopmeut shall not be used or occupied until a Certificate of CompGawce is issued. S. The permit will expire if fico work is commons ed within six months of issuance. 6. Applicant is hereby informed that ather permits way be required to fulfill local.state and federal regulatory requGementa. 7. ApplI aunt berebygives eoweat to the LocalAdWa&trator�ar bis/her raprescatative to make ti�asooable Impeetlons roquI to verify aomptlVV- t3. X THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHME. TS TO THIS APPLICATION ARIy TO THE BES f OF Y OtiVLEf E,TRUE ANb ACCr1RAT1:. r.. (AFFUCANTS SIGNATURE paTE 1 ' ON z: P_KQFQSED pit Ent) E Hit' �• a_gc plate by aPPLICAL"C1 SEC AME ADOUSS3✓p E APPUCANT &"r�"' 11414 718-845-4283 13UI1.AER = 11ixv 631-29&-1036 FNGIPMER NEW P.E. MvmO%nlff a 631 727-2303 An licmts lbw S. Into ad, Jr., ESq. 616 Rcm'roke Ave. 631727-4900 * 4%E21mal w 11901 .PF�tL�G'f C.00.ATiON: • To avoid delay In processing tbo applicadoa, piease provide enough Wormadon to easily idcatW tho project location. N%ido the meet address, lot 3umbcr or legal description (attach) and, outside urfban areas, the distance to the acarest intersecting road or wall-known ta`admark A sketcb attacbed to this appgeatioo showing the project location would be belpful. 1725 Nlxth Sea aiye, Sxtbaw, isy 10OD e.�"r19 * Architechl- John Berg/Berg Design Architecture, 88 Old Stone Highway 917-328-3905 FOP(93) L0/Z0. 39Vd S331snmi 00HIMS 109959LTE9 ET=ZT KOZ/8Z/L0 I) . APPLICATION r 'Y PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes): DEVELOPMENT _ _•»�, C7IV'f'I' SIRUCTURE "TYPE :] New Structure ) Rcsidendal(14 Family) •Addition D Residential (More than 4 Family) O Ahoradon 0 Noo-residenda!(Floodproo6ag? O Yes) O Relocation, Q Combined Use(Residontial&Commercial) •Demdlitiod' P O Manufactured(Mobile)Horse(Io Manu- •Replacement factured Home Park?. Q Yrs) ESTIMATED COST OF PROJECT S B.OTHER Dl VELOPU l!T ACnvI'1m. 15 F'iU D Mining O DrWing El Grading d a=ration(Except for Structural Developmeut Checked Above) Q Watercourse Alteration (including Dredging and Chaamel h4odificadons) O Drainage Itaprovcments(I Oud'urg Culvert work) 7 O Roat$,Street or Bridge Construction O Suowioo(New or Expansion) / 15!p iAdual Water or Sewer System KT Other(Please Specify) After completing SECTION Z,APPLICANT should submit Corm to Local Administrator for review. SEC't'IQN a FLOODPLAIN DETER1411UNTION f'i'n Lie completed by LOCAL ADt'f'M'"I'tiZATO[Ll T'c proposed developmetit is located on FMM Panel No. , D;stcd The Proposed Development: O Is UM located in a Special Flood Hazard Arca (Notify the applicant that the applicatlan review is complete and NO FLOODPLAIN DEVE.LOPMIKT PERWr IS REOUnUM). • d is located in a Speaal Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is." Ft. NGVD (MSL) O Uuay4able O The proposed devclopwam is located io a floodway. FBFM Panel No. Dated 0 Sec Section 4 fqr additional iostructious SIGNED DATE. WEB 39Cd S331Sf1211 Q-101-1111OS I09959LZE9 EZ:Zrt UZOZfBun y. APPLICATION • PAGE 3 OF 4 �— SCC•TIO '4:ADDITIONtNFO ATtON REOUIRED(Te be-com leted by l.Qt AL I.�ATQR1 The-applicant must submit the documents checked.below before the application can be processed: Q A Site plata showing the locatioo of all existing structure,water bodies, adjpceot roads, lot dimensions and proposed developeacat_ d Development plans,dravru to$talc,sad specificatipas,including where applicable: detalls for anchoring structures,proposed elevation of lowest floor(ineludiog basement),lypc=.s of water resistant materials used below the fast floor.details of floodprooftag of utilities touted below the first floor and details of enclosures below the first floor. Also 0 Subdivision or other development plans(If the subdivision or other development exceeds 50 lots gr S acres.whichever is the,lesser,the pppl'icam mus provide 100-year[food alevations if they arc cot otherwise available). O piatrs showing the a tech of watereou me rdecatiou and/or landform alterations- 0 Top-of new fW elevation Ft.NGVD (MSL). C3 Floodproormi;protection level(11611-reside0tial only) ,�� Pt-Nim (?43L). For tloodproo[ed structures, 'ppGcant must attach ceRifrcau in from rt:gisteredl engitueet or architect. / / f3 certilleation frow a'ee6tered engineer that the proposed Ic itat'j+in a regulmory floodway will not result is My increase in the height of the loo-year Dood. A copy of aU data and calculations supporting,this fording trust also be submitted. ❑ Other: 6Ec71O,t5PERMIT nETEItMINA'rION ITQ be comp aced T r �: AOMINt_^+'P�ra-ftp F have determined that the proposed activity.A.El Is , 0,0 is not is conformance with provisions or Local Law IF—. 19� The permit Is issued subject to the conditions attached to and made part or this permit_ SIQNEq , DATE if§OX A is checked,the local Administrator may issue a Development Permit upon payment of d'esigrtated fee. 11 BOX 8 is chocked,the Local Administrator will provide a wriuea summary of deficiencies, Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. L0/00 39d S331SnHi T10HIMS 109999LTE9 MZT VJ8Z/8Z/L0 /1 • APPLICATION iw PAGE 4OF4 APPEALS; Appaaled to Board of Appeals? O Yes 0 No Netting date' Conditions ti�fEt"l'fON 6• �.�ltUfLT EtEVATIbNS('tn be submitted by APPLIC N'C'before Certi(jca[e of Cqaonliance ued The following information most be providod for project structures. This section must be comtpletcd by a registered professional cogi ca or a licensed land surveyor (or attaeb a acrd4eation to this application). Complete 1 or 2 below. • L Actual(As-But2t)Mandoa of the top of the lowest Door,ioclitdiag basement Cut 903stn W-11i XIa A Armee ,t,bottom of lowest stmetural member of the lowest poor, excluding piliog and columns) is- Fl:NG'VD (MSL). 7? ) Actual(As-Butt) F-levation of tloodproofimg protection is FT. NGVD (MSL.). ;� 7 NO"f�'. Any work performed prior to submittal f the,above information is at the risk_A[the Ap�cant. 7 11 SE-MON 7• COMPLIANCE_AS'TION M be completed by t.00A[.&MUM 'ti`Y'RA'f l The LOCAL ADMINiSIMA.TOR will complete this section as applicable based oo inspeaioo of the project to ensure compllaace with ehc community's local law for flood damage prevention. INSI' cnoNS: RATE BY DEMCMgaES? 0 YES ONO DATE BY DEI-ICIENCf>±S? O YES ❑ NO DATE BY DEFICIFNCIFS7 O YES ❑ NO }RECCION 8t CERTIFICA'1 OF COMPi.IA 4!QEE( a be coo 1cled by LOCAL Af fil lSTRATORI t arWieate of CompliMee[mod: DAIT- — 8y': L0190 39bd S331•SfI& moHinos TV9999LTB9 el:zl 010z/8Z/L0 Scott A. Russell James Names A. Richter, R.A. SUPERVISOR Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 Fax#: (631)-765-9015 MICFIAEL.COLLINS@TOWN.SOUTHOLD.NY.US �� JAMIE,RICHTER@TOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER S19EET ( TO BE COMPLETED BY THE APPLICANT) PLEASE NOTE:All Contact&Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT(Property Owner.Design Professional,Agent,Contractor,Other) PROPERTY QWNER: (If Different from Applicant) NAME: s}4 HN !!69* CA ,Mz5N ' NAME: t mmAAAFl ADDRESS: 'j!��Llri T�Ec'�L(j)_ 2f tI1 ADDRESS: � � (1�15PP A_MNW 31 I)AQ6kSTt' IHoLVAIC2 � ,N� i!41 NY, Coot rl�­ Telephone Number: -54z-w'04 Telephone Number: 347- ?i 5 y - ) 2,0 e1vLL Completed Applications can be picked up at the Engineering Department after being notified by the Department,or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x I I"Envelope&Appropriate Postage. DATE: Property Address/ Location of Construction Work: 1725 r101M feA-eLR,'� SCTM #: 1000 y4 !,50C42ttl?,,AJ` - 11171 District Section Bl k Lo Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems,Driveways,Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review I Note: These Projects would be Limited to Interior Renovations,Replacement of exterior Doors&Windows,Deck Construction with Loose Fit Decking,Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed Sto water Review ecklist. If No or NA are Indicated, Justification is Required. " FOR G E R G DEPARTMENT USE ONLY Reviewed Date: 2 21 ional Information Required: r-------F�---—----- LE BLDG DEPT TOWN OF SOUTHOLD CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST DATE: � l ` APPLICANT: (Property owner,Design Professional,Agent.Contractor,Other) O 2 - SCTX1000 NAME: Jo W`5��&�6-j-6 M #_ District" Seco $9 L Telephone Number: 4j I7— 33 2 — 340 5 S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST yES NO NA If You answered No or NA to any Item,Please Provide Justification Here! show all of the following items: D If you need additional room for explanations,Please Provide additional Paper. a. Location&Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural&Man Made Features within 500 L.F. - of the Site Boundary as required by'§2s6-IT(C(2). r d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water.- ; 'e. Limits of Clearing&Area of Proposed Land Disturbance." ✓ ; f. Existing&Proposed Contours of the Site (t rurnumzlnterval.0 ; g. Location of all existing&proposed structures,roads, driveways,sidewalks,drainage improvements&utilities. h. Spot Grades&Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 0� 1: Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area W. 1. Location of proposed concrete washout area(s). M.Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(7)inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g.infiltration basins,swalm etcJ FORM SWCP Check List-TOS JAN 2014 TOWN BOARD COASTAL EROSION HAZARD BOARD OF REVIEW TOWN OF SOUTHOLD -------------------------------------------- In the matter of the Application of ROBERT BOMBARA 1725 North Sea Drive DECISION Southold,NY SCTM#1000-54-04-19 -------------------------------------------- FINDINGS AND DETERMINATION Based upon the application, documents contained in the Board's file,site inspections and testimony received at the public hearings held on January 20, 2009, February 3,2009, and June 2,2009 and September 7,2010,the Town Board finds and determines as follows: ISSUE Applicant has filed an application with the Town Board, as the Coastal Erosion Hazard Board of Review(the`Board"), dated November 12,2008,requesting the following relief 1. A reversal of the Board of Trustees' ("Trustees") October 15,2008 determination denying the applicant's application for a permit under Chapter 111 Coastal Erosion Hazard Areas of the Town Code,pursuant to the provisions of§111-25. 2. In the alternative, and should the Board affirm the Trustees determination, the applicant has requested a variance of the provisions of Chapter 111 of the Code as provided in §111-20. FACTUAL BACKGROUND AND PROCEDURAL HISTORY A. Description of the property: The property that is the subject of this application is located on the seaward (north) side of North Sea Drive and is between the Long Island Sound and North Sea Drive. It is approximately 24,979 sq. ft. or .6 acre and is located in the R-40 zone,with approximately 100 ft. of road frontage on North Sea Drive. Unlike many other properties in this area which are developed with single family residences,this lot has never been developed and remains an unspoiled beach area. As confirmed by the Board of Trustees, and acknowledged by the applicant,the property is located entirely within the Coastal Erosion Hazard Area("CEHA") as established by the New York State Department of Environmental Conservation. -1- r The applicant who purchased the property in 2006 is proposing to construct a single-family residence on this lot with associated garage,pool,water supply and sewage disposal system on this property. B. Trustees Procedural History: I. Applications The applicant first appeared before the Trustees with an application filed in October 2006 which requested a CERA permit allowing the construction of a 4,138 sq. ft. 2-story house (5-6 bedrooms),with 484 sq. ft. detached garage and 800 sq. ft.pool entirely within the CERA. In its determination dated December 13,2006, the Trustees denied the application,without prejudice,on the following grounds: 1. The Southold Town Conservation Advisory Council did not support the application because the development was proposed seaward of the CERA and is prohibited under Chapter 111. 2. The LWRP coordinator recommended that the proposal be found inconsistent with the Local Waterfront Revitalization Program as no construction is permitted seaward of the CEHA and that the proposal was inconsistent with policy standard 4.1,4.2, and 6.3. 3. That the proposal was located entirely within a natural protective (beach)area; 4. That the proposal was located in an environmentally sensitive area containing valuable habitat valued by the Town for nesting areas for threatened and endangered species and for recharge of the aquifer and the proposed construction would negatively impact an environmentally sensitive area. Thereafter and in July 2007,the applicant revised its plans and submitted three "alternative"proposals to the Board of Trustees as follows: 1. Alternate 1: 5-6 bedroom house comparable in size to the alternative presented to the Board in 2006,with the garage attached and an 800 sq. ft. pool on the seaward side of the home. 2. Alternate 2: 5-6 bedroom house comparable in size to the alternative presented to the Board in 2006,with the garage attached and an 800 sq. ft.pool on the seaward side of the home(sanitary system and shape of the house is different) 3. Alternate 3: A 5-6 bedroom two-story house (approximately 5,238 sq. ft.) on piles with a 512 sq. ft.pool surrounded by an approximate 30 ft. x 45 ft. brick patio. II. Documentation in the Trustees Record Additionally,the applicant submitted the following materials in support of the application: -2- 1. A report of Dru Associates,Inc. dated October 17, 2007 discussing the environmental impacts from the proposal and concluding that the proposed activity complies with the permit issuance standards set forth in 6 N.Y.C.R.R. Part 505 and that the issuance of a permit for development of the property is "compatible with the CEHA and Tidal Wetlands protection, since the resources protected by either of these programs will remain unaltered by the proposed home. 2. A report from First Coastal, dated October 17, 2007, concluding that the section of shoreline upon which this property is located is"dominated by low profile beach ridges that are vegetated by mature shrubs and tree fronted by a sandy beach and(m)argin of beach grass" 3. An affidavit of John Ehlers, surveyor attesting that there has been no erosion at the site. 4. A coastal assessment report, dated October 2008 and prepared by Applied Coastal Research stating that overall,net change in shoreline position since 1955 has been approximately zero,which does not mean the shoreline did not move during this time,but suggests that regardless of variation in shoreline movement during this 52-year period,net shoreline location is generally unchanged. The Bombara property is outside the 50-year wave impact zone. The record before the Trustees also contains a memo data October 2,2007 from Environmental Technician,Heather Cusack and attached data regarding piping plover nesting in the area of the property. The memo indicates that the attached data show a nest east of Kenny's Beach in 2004 and a 2005 map shows a nest between Kennys and McCabe's beaches. The memo concludes that given the nesting patterns,the parcel is a piping plover habitat. Additionally,the memo points out that the State Department of State included the stretch of beach east to McCabe's beach in the Significant Coastal Fish and Wildlife habitat. The record before the Trustees also contains a memo discussing the environmental review of the proposal dated September 17,2007 which indicates that the lot is located in the CEHA and that the natural protective features on site include a beach and primary dune. On April 15,2008,the New York State Department of Environmental Conservation conducted a site visit to the property wherein the DEC confirmed: "that the landward limit line of the natural protective feature area(a.k.a. the CEHA line)was mapped based on the determination that the primary dune was the most landward natural protective feature. North Sea Drive was built on a portion of this primary dune. During the initial mapping phase which_occurred over twenty years ago and was concluded by a public hearing,a decision was made to place the CEHA line along the north edge of North Sea Drive instead of continuing further landward to a point 25 feet from the landward toe." -3- , On October 1,2008, the LWRP Coordinators submitted a written recommendation to the Trustees that the proposed actions were inconsistent with the LWRP standard and that the proposals did not comply with Town Code Chapter 175, Wetlands, and Chapter 111. III. Public Hearing.- The earing.The Trustees held a public hearing on this application on August 22,2007 and on October 15, 2008 at which time all those interested were given the opportunity to speak. Peter Danowski,Esq. appeared on behalf of the applicant and presented information M*support of the application,the relevant portions of such information is summarized below. Mr. Danowski,pointed out the differences in Alternatives 1 —3 with a prior application to the Trustees by the same applicant that was denied by the Trustees in 2006. Mr. Danowski also set forth certain information regarding the location of the beach area which was verified by the applicant's engineer, Doug Adams of Young& Young. Mr. Danowski also mentioned that the Trustees had granted coastal erosion permits to other property owners in the community,namely,Paskov,Betsch,Von Zubin, Pearlstein, Rosicki and Sonnenborn; and requested that the records of each of those permit applications be incorporated into the Trustees record by reference. Additionally, several members of the public and surrounding community testified in opposition to the proposal. Those comments in pertinent part included the following: 1. That the proposal was inconsistent with the LWRP. 2. The Conservation Advisory Committee's refusal to conduct a full review of the proposal because of its location seaward of the coastal erosion hazard line. 3. Trustees should not allow nearby pre-existing construction to legitimize new construction that is not compliant. 4. The applicant did not make substantive changes to the plan, and therefore should not be considered by the Trustees. At the October 15, 2008 hearing,Mr. Danowski, again appeared on behalf of the applicant and presented the testimony of Mark Burns stating that this particular beach community has experienced accretion as opposed to erosion. Again, several members of the community presented information in opposition to the application including: the potential impact of the rise in sea level and global climate change on the storm surge in the area and erosion; the proposal is located in a primary 1 It is noted that the applicant filed an appeal to the Coastal Erosion Hazard Board of the 2006 Trustees determination which was never decided,and is deemed moot by the applicant's submission of an alternate application to the Trustees. -4- dune area on a rare virgin beach; and there are endangered species and rare wetlands located on the property. IV. Trustees Determination On October 15,2008,the Trustees issued a determination denying the Applicant's request(for all three alternatives) for a Coastal Erosion Hazard Area Permit based upon the following: 1. The Conservation Advisory Counsel provided comment that the location of the Coastal Erosion Hazard line is landward of all proposed activities, and, as such, a full review of the application could not be conducted. 2. The LWRP Coordinator recommended that the application be found inconsistent with the LWRP because the proposal was inconsistent with Policy 4.1,4.2, 6, and 6.3. 3. The Board conducted a site visit with the LWRP coordinator, and the New York State Department of Environmental Specialist Robert McDonough,which confirmed that the proposed actions were entirely located seaward of the Coastal Erosion Hazard line and within a primary dune and a primary dune is a natural protective feature 4. The proposed structures,as applied for, are located on the natural protective feature of a primary dune and governed by§111-13 which prohibits all activities in such areas. C. The Town Board proceeding On November 12,2008,the Applicant timely filed an appeal of the Trustee's determination pursuant to Town Code 111-25 and in the alternative seeking a variance rj from the standards set forth in the Code with the Coastal Erosion Hazard Board of Review(the Board). The Board held duly noticed public hearings on January 20,2009, February 3, 2009,June 2,2009 and September 7, 2010 at which time all interested parties were given the opportunity to present testimony on the application. Peter Danowski,Esq., appeared on behalf of the applicant and presented testimony on both the appeal and variance request. The testimony presented on the appeal reiterated the information provided to the Trustees as set forth in Section III above. With respect to the variance application,Mr. Danowski requested that the Board consider the purpose of Coastal Erosion Hazard Law,i.e.to protect property owners from erosion in conjunction with the expert reports entered into the record indicating that this sound front community has accreted. Additionally,Mr. Danowski also incorrectly noted that the Town is required to update the Coastal Erosion Map every 10 years which it has not done. 2 The Town does not have the authority nor the jurisdiction to change the Coastal Erosion Hazard Map. Pursuant to Chapter 111,the Town must follow the map as established by the NYS DEC. -5- Aram Terchunian, a coastal geologist, also testified for the applicant that the there is no documented evidence of sea level rise in this area and, as such,it should not be considered by the Board. Mr. Terchunian also testified that applicant meets all the criteria for a variance,that the area where the applicant's property is located is dominated by a series of beach ridges that have been deposited over decades and centuries and that granting a variance will not destabilize the dune system. Members of the community also provided testimony in opposition to proposal including: 1. Requests that the Town Board take into account the rising sea level and that the coastal erosion hazard line may be moved further inland in the future. 2. The existence of homes in the area,does not provide a sound basis for granting an approval. 3. A primary dune is a dynamic system and is a natural protective feature under the Town Code. 4. The approval of this proposal with set a precedent for the undeveloped lots in the area. 5. Further construction within the maritime freshwater inter-dunal swale that exists between Goldsmith Inlet and Hortons Point weakens the structure of the land and, as happened in East Hampton, could cause houses to go into the water. On April 3,2009 the Applicant submitted additional material into the record, though the record was closed, and requested that a decision be issued. As the record was re-opened by the Town Board as discussed below,the content of this letter and its attachment were permitted to enter the record. Attached to this letter was a report of Dru Associates,Inc., Ecological Consultants,which purportedly addressed the public comments. Most notably,Dru Associates March 17, 2009 report acknowledged the presence of natural protective features on site and generally stated, without any support or indication of where the features were located that the function of the natural protective features would not be altered. Upon review of the record and prior to issuing a determination,the Town Board on April 21,2009,noted certain deficiencies in the record with respect to the application and determined to re-open the public hearing,to permit the additional materials submitted by the applicant on April 3, 2009 and to enlist the services of En-Consultants, Inc., Robert E. Herrmann, Coastal Management Specialist("Herrmann")to evaluate potential impacts of construction on erosion trends and on the natural protective features on the property. More specifically,the Town Board requested additional information with respect to whether the proposed construction was located within a natural protective feature,whether any construction could be located outside the natural protective feature; what impacts the proposed and/or any construction might have on erosion trends and the site's natural protective feature and its functions and protective values; and whether and how(i.e. via location, scope design, etc.)those impacts could be avoided or minimized. -6- On June 2,2009,the Town Board re-opened the public hearing and the record to address the above issues that were not adequately addressed at the January 20, 2009, February 3,2009 public hearings. A letter from the applicant's representative dated May 29, 2010 was accepted into the record and noted that the applicant objected to the Town Board's reopening of the hearing. Additionally, a recommendation from Herrmann dated,April 20, 2009 was entered into the record which noted a critical deficiency in the record,most notably that the applicant's site plan did not depict the most landward natural protective feature on the site and therefore,that the Town Board could not ascertain the impacts of the proposed construction on the primary dune. Once the landward geomorphic toe and landward regulatory limit of the sand ridge/primary dune was identified,Herrmann could address the questions identified by the Board. At the June 2,2009 meeting the Board directed that deficiencies in the applicant's plan noted by Herrmann be addressed by the applicant. Thereafter,the applicants' representatives and/or technical consultants met at the property on several occasions with the Town's representative and/or technical consultant to discuss the location landward toe of the natural protective feature. Based upon the agreement between the applicant's consultant and Herrmann of the location of the landward toe of the natural protective feature,the applicant made significant revisions to its plans and, as requested by the Town Board, submitted a an amended application to the Board on July 15, 2010, indicated on the Plan as"Alternate 6." This alternative was for an approximately 1700 sq. ft. (footprint) single-family dwelling on pilings with pool, deck, garage and septic system,with a certain portion of the proposed construction occurring over the landward toe of the natural protective feature indicated on the plan. The revised plan was forwarded to Herrmann and a public hearing was duly noticed and scheduled for September 7,2010. On August 30,2010,the Town Board received a report from its consultant with the following recommendations on the Alternate 6 plan submitted by the applicant on July 16'h: 1. At a minimum any development should be limited in scope and situated so as to avoid all physical encroachment on and disturbance to the geomorphic limits of the primary dune,both during construction and afterward to avoid displacement and/or degradation of the primary dune and that all construction should be conducted 8-10 feet from the landward toe of the primary dune. 2. The applicant could relocate and/or downsize the proposed structures and incorporate additional mitigation measures to avoid degradation of the primary dune and therefore the proposal failed to meet the standards for a variance set forth in §111-20. 3. Impacts to natural resources could be mitigated with the installation of leaders, gutters and drywells. 4. Limit removal of natural vegetation and wildlife habitat and the potential introduction of fertilizers by requiring that all undisturbed -7- portions of the site be permanently maintained as a nondisturbance buffer;requiring that all cleared areas no built upon be restored with native,nonfertilizer-dependent vegetation and maintained as a landscape buffer and prohibiting the use of the such chemicals on the site 5. Additional revisions to the site plan presented by the applicant including the identification of the CEHA boundary; the depiction of the regulatory landward limit of the most landward natural protective feature; verification/update of the FEMA boundaries; depiction of a project limiting fence and staked hay bales along the proposed limits of clearing, grading and ground disturbance. On September 7, 2010,the public hearing on this matter was continued and all interested parties were given the opportunity to speak. Mr. Danowski appeared on behalf of the applicants with certain consultants to address the items raised in the Herrmann report,most notably: 1. That contrary to what was suggested by Herrmann,the County Health Department has the same septic system size requirements for two,three or four bedroom homes and their for downsizing the home would not decrease the size of the septic system and would not allow the applicant to move the home closer to the road. 2. The applicant has proposed a house on piles and a cantilevered deck to avoid heavy equipment on the primary dune and so that there would be no intrusive building of structures within the primary dune area. 3. Mr. Herrmann's report confirmed that there has been no long term erosion on the property. Members of the public again appeared in opposition to the application and reiterated arguments that were made at the prior hearings. The Town Board closed the hearing subject to comment by the applicant on Mr. Herrmann's report and reserving the Town's right to respond. The applicant submitted a response to the Herrmann report by letter dated September 21,2010 which set forth the following: 1. There was no reasonable alternative site for the applicant to construct a single family dwelling and urging the Board not require that the location of the house be moved so that a variance would be required by the Zoning Board of Appeals, since the Zoning Board had denied a prior variance application to an adjacent homeowner. Additionally,the area between the proposed structure and the road is necessary to accommodate the installation of a septic system and to provide parking for cars. The applicant also corrected an error in the record,the septic system proposed is for a 3 bedroom house. -8- 2. The applicant offered to plant supplemental native vegetation to further protect the beach area. The applicant also agreed to erect and maintain a silt fence/hay bale construction barrier to protect the area seaward of the piling foundation. The applicant would also consent to a condition that no mechanical equipment would be allowed seaward of the piling foundation area during the construction activity. The applicant would also be willing to plant vegetation under the cantilevered deck. 3. The applicant is willing to limit the introduction of fertilizer and other contaminates and will supplement existing seaward vegetation. No clearing will be performed seaward of the construction area. 4. There is no need for approximately 8-10 feet of width on the seaward side of the structures to protect the dune. 5. The applicant also agreed to install leaders gutters and dry wells;to a condition that would require that the undisturbed portion of the site be permanently maintained as a nondisturbance buffer; a requirement that all cleared areas not built upon be restored with native,non-fertilizer-dependent vegetation and maintained as a landscape buffer; and prohibiting the use of such chemicals on the site. 6. The applicant also submitted a revised survey, dated September 21, 2010 with the changes requested in the Herrmann report. On October 4,2010,the Board received a letter from Herrmann that confirmed that all changes requested in the August 30,2010 report had been made by the applicant; that the applicant's consultant had confirmed that grading restrictions mandated by the County Health Department would prevent the sanitary system from being moved closer to the road and that if the proposed development was going to be moved farther from the primary dune without zoning relief,that the applicant would have to decrease or redesign the structural footprint. Herrmann also notes that the applicant failed to provide any engineering plan and/or construction narrative prepared by a licensed professional to demonstrate and certify how the proposed structures could be installed without breaching the clearing limitation and damaging the dune. No other comments were received and the record was closed on October 5, 2010. Thereafter and on November 12,2010,the Applicant requested that the record be re-opened for the submission of a letter to the Board dated October 13,2010 regarding certain County Health Department Regulations and a letter from Elderco, Inc., a contractor from Port Jefferson indicating the sequence of construction and how said construction_sequence would protect the dune. On November 30, 2010,the Town Board, by Resolution No. 2010-942,re-opened the record for thirty days for the limited purpose of permitting the additional information requested by the Applicant to be entered into the record and considered by this Board and -9- allowing sufficient time for comments responding to the additional information supplied by the Applicant. On December 7,2010,the Town Board forwarded the additional materials submitted by the Applicant to the Town Engineer and Chief Building Inspector for review and comment. By letter dated December 8, 2010,the Town Engineer submitted a response for the record reiterating the recommendation of Herrmann that a minimum setback between eight(8)and ten(10') feet from the landward toe of the dune, despite the proposed construction sequence in the November 8,2010 letter from Elderco, Inc. The Town Engineer also suggested that the setback include the proposed pool and patio areas and/or any other site improvement that will be constructed with and/or supported by the ground. Finally,the Town Engineer also noted that the proposed cantilevered framing will create the need to access the end of deck framing,the construction of which will ultimately reach out and adversely affect the dune and recommends that all cantilevered construction be limited so that it does not extend over or beyond the designated toe of the dune. On December 28,2010,the Town Board received a letter from the Kenney's/McCabe's Beach Civic Association stating that the Elderco,Inc. letter submitted by the Applicant that questioned whether said letter would qualify as the requested engineering plan and construction narrative recommended in the October 4, 2010 Herrmann letter,and noting certain alleged errors in the letter. This letter also points out that the content of the Elderco, Inc. letter is so general that it could apply to any building site and that there is no documentation provided by the Applicant to confirm that Elderco, Inc. will perform the proposed work on site. On December_,2010,the record of the proceeding was closed. APPEAL OF THE TRUSTEE'S DETERMINATION The Town Board confirms the determination of the Trustee's decision denying the application for a coastal erosion hazard permit with certain modifications for the reasons set forth below. The CEHA program sets forth a series of regulated activities that require a coastal erosion hazard permits if such activities are conducted within the CERA. Regulated activities are defined in §111-6 as: The construction, modification, restoration or placement of a structure; or major addition to a structure, or any action or use of land which materially alters the condition of land, including grading, excavating, dumping, mining, dredging,filling or other disturbance of soil. -10- The construction of a new dwelling,without question, qualifies as a regulated activity. Furthermore, there is no dispute that all proposed activity involved in this application occurs within a designated CEHA and is seaward of the coastal erosion hazard line. As such, contrary to the applicant's argument that he should not have been required to file an application for a coastal erosion management permit because the project activity is all located beyond 100 feet from the Town defined"beach"area, the applicant was clearly required by the Town Code to obtain a Coastal Erosion Hazard Permit prior to commencing construction on the site. Article II of the Coastal Erosion Hazard Chapter of the Town Code sets forth the regulations that apply within coastal erosion areas and requires a permit for regulated activities in §111-8. Section 111-8 is followed by specific criteria for the issuance of a permit in §111-9. Article II also sets forth additional regulations that apply in specific areas of sensitivity(structural hazard area(§111-10),near shore area(§111-11), beach area(§111-12), dune area(§111-13), and bluff area(§111-14)). If a proposal is located within a specific area of sensitivity,these additional regulations and prohibitions apply. In this instance,the Board of Trustees properly identified the portion of the property impacted by the construction of proposed single family dwelling as entirely within a primary dune area.3 This finding was supported by a letter submitted by the Department of Environmental Conservation to the Trustees stating the following: . . . the landward limit line of the natural protective feature area (a.Ica. CEHA line) was mapped based on the determination that the primary dune was the most landward natural protective feature. As such,the State had drawn the Coastal Erosion Hazard Line based upon the presence of a primary dune. There was no evidence in the record before the Trustees indicating anything to the contrary. The applicant's expert reports also note that the area of the property closest to North Sea Drive contains sand ridges (which qualify as dunes under §111-6). Section 111-13(A) of the Town Code sets forth permitted and prohibited actions in primary dune areas: 1. Excavating, grading, or mining ofprimary dunes is prohibited. 2. Clean sand of a compatible type and size is the only material which may be deposited. Any deposition requires a coastal erosion management permit. 3 It is noted that the applicant argues in its letter of November 12,2008,that since this area is not located within a beach area,that the Trustees did not have jurisdiction. While the applicant may be correct with respect to the location of the proposed construction in relation to the location of the beach area,the applicant failed to address the Trustee's finding that the proposed construction was within a primary dune area and therefore prohibited under§1 I I-13(Q. -11- 3. All depositions must be vegetatively stabilized using species tolerant of the conditions at the site and must be placed so as to increase the size of, or restore, a dune or dune are. 4. Active bird nesting and breeding areas must not be disturbed, unless such disturbance is pursuant to a specific wildlife management activity approved, in writing, by the Department. 5. Nonmajor additions to existing structures are allowed on primary dunes pursuant to a coastal erosion management permit and subject to permit conditions concerning the location, design and potential impacts of the structure on the primary dune. 6. Stone revetments or other erosion protection structures compatible with primary dunes will only be allowed at the waterward toe of primary dunes and must not interfere with the exchange of sand between primary dunes and their fronting beaches. Section 111-13(C)further states that"[a]ll other activities and developments in dune areas are prohibited unless specifically provided for by this chapter." The construction of a new single family residence does not fall within the activities that are permitted in a primary dune area under §111-13(A). Therefore, as determined by the Board of Trustees,the proposal qualifies as"other activities and developments"and is prohibited under §111-13(C). Based on the foregoing,the Town Board affmns the determination by the Trustees. While the applicant argues that the Trustees have granted applications for Coastal Erosion Hazard Area permits to similar applications,the Trustees correctly distinguished these prior approvals in that each application involved land that was already developed and not vacant land, as is the case in this application: 1. Pearlstein was granted a CEM permit for a 432 s.f. addition to an existing single family residence,an addition to be constructed on pilings above base flood elevation. No primary dune was identified on the property. 2. Von Zuben was granted a CEM permit for a renovation of an existin single family dwelling,placement of the house on pilings, construction of a new deck,replacement of a sanitary system, removal of concrete walls on property lines, and the construction of a new gravel driveway. Construction was not proposed on an identified primary dune. 3. Rosicki was granted a CEM permit for the construction of a proposed addition and alteration to an existing family residence including a deck and sanitary system. 4. Betsch—was denied a CEM permit initially and was granted a CEM permit only after obtaining a variance from the Town Board. The CEM permit was for the construction of a new single family dwelling and garage, in place of an existing dwelling,to be built on pilings with conditions. -12- 5. Paskoff was granted a CEM permit to replace a burned out existin structure with a new single family residence with pool. No primary dune was identified where construction was proposed. 6. Litner was required to obtain only a building permit as the additions to the existing home did not constitute a major addition under Chapter 111 7. Sonnenbom received building permits for their home in 1989,prior to the enactment of Chapter 111. Furthermore,the applicant argued and presented information to the Trustees that the property and surrounding area had not experienced erosion and that the area had experienced accretion. This information was irrelevant to the Trustees consideration under Chapter 111. In this instance, once the primary dune area was identified,the Trustees had no authority to consider rates of erosion. The applicant could have used such information before this board to argue its entitlement to a variance and/or to the New York State Department of Environmental Conservation,the entity having authority to move the Coastal Erosion Hazard Line. The applicant also notes that four alternate plans were submitted and considered by the Trustees, however,each of these plans proposed construction that was prohibited in a primary dune area under §11 1-13(C). As such,the fact that the applicant submitted alternate plans that downsized the building is irrelevant and could not have been considered by the Trustees. For the reasons set forth above,the Town Board affirms the determination of the Trustees denying the applicant's request for a CEM permit. RELIEF FROM CHAPTER 111 A. Standard for Variance Relief. In the alternative to seeking a reversal of the Trustee's denial of a coastal erosion hazard permit,the applicant has requested variance relief from the standards of Chapter 111 pursuant to §111-20. In permitting the Board to grant such relief,the Town has recognized that the"strict application of the standards and restrictions of this chapter may cause practical difficulty or unnecessary hardship." This section goes on to list those criteria that an applicant has the burden of establishing that this Board must consider when contemplating the grant of a variance from the strict application Chapter 111: A. No reasonable,prudent, alternative site is available. B. All responsible means and measures to mitigate adverse impacts on natural systems and their functions and values have been incorporated into the activity's design ant the property owner's expense. C. The development will be reasonably safe from flood and erosion damage. -13- D. The variance requested is the minimum necessary to overcome the practical difficulty or hardship which was the basis for the requested variance. R Where public funds are utilized, the public benefits must clearly outweigh the long-term adverse effects. B. Location of the Primary Dune and Finding of Unnecessary Hardship Prior to proceeding with a determination as to whether or how regulated activities could be conducted on the applicant's property pursuant to §111-20,this Board determined that it would be necessary to identify and locate on the site plan the property's most landward natural protective feature and its landward limit. As noted above,the consultant reports submitted by the applicant refer to the presence of"beach ridges"or"sand ridges"on the property which were readily observed by Herrmann. Section 111-6 defines a dune as a"ridge or hill of loose,windblown or artificially placed earth,the principal component of which is sand." Additionally, §111-6 defines a "primary dune"as the most waterward major dune where there are two or more parallel dunes"or any dune"where there is only one dune present." According to Herrmann's August 25,2010 report, which is hereby adopted by the Town Board,the beach ridge identified by the applicant's experts qualifies as a primary dune under §111-6 and, as such, constitutes a natural protective feature. The landward regulatory limit of the primary dune occurs 25 feet landward of the landward toe of the dune identified on the property, as set forth in the definition of a"primary dune"in §111- 6. As discussed in greater detail in the above section, entitled"Appeal of the Trustees' Determination,"new construction is prohibited within a primary dune area(and,by definition, 25 ft. from the landward toe of the primary dune itself) and since the proposed construction in alternatives 1-6 as presented by the applicant would have situated new structures within the primary dune area,the applicant could not meet the standards set forth in §111-9. Since the 44 to 54-foot wide area between the road and the regulatory limit of the primary dune is arguably insufficient area to place even a minimally sized dwelling a reasonable distance from North Sea Drive,this Board concludes that the strict application of the standards and restrictions of Chapter 111 has created a practical difficulty and/or unnecessary hardship for the applicant. C. Analysis of Variance Criteria Pursuant to §111-20 the,applicant had the burden of establishing that he has satisfied each of the criteria listed therein. As set forth in further detail below,the applicant can satisfy each of the criteria,if certain conditions are met: 1. No reasonable,prudent, alternative site is available. -14- The application generally states that there is no reasonable,prudent alternative site because the applicant does not own other property within the Town. However,this standard also requires the applicant to consider alternative locations for the proposed structure on property at issue in this appeal. According to the Herrmann report, should the Town permit the site to be developed the reasonable and prudent location for the proposed structures would be entirely landward of and as far behind the identified geologic primary dune as possible because the dune,which was described by the applicant's consultant(Mr. Terchunian) as "typically very stable"and"dominated by mature vegetation",provides whatever natural protection a dwelling can have on this site. Alternate 6 does propose to locate the proposed structures predominately behind the "landward toe of the most landward beach ridge" as depicted on the applicant's site plan, however,the structures would be located physically adjacent to the beach ridge and the cantilevered deck would extend directly over it. As concluded by Herrmann and the Town Engineer,if the integrity of the beach ridge were compromised or undermined whether during or after construction, a reasonable,prudent, alternative site that situates the proposed structures further from the landward toe of the most landward beach ridge/primary dune is available on the site. The Board finds that there is an alternative location on this pro erty to construct a omz home that will adequately protect the natural protective feature. MEIN-,"�Y.i„' M.ua G« got ",'$�*�..tP AtrY;�'iri�:f„;n"ae.«:� N �,'rN.�^ �P°yv iY.,. "�i•..t�.� 2. All responsible means and measures to mitigate adverse impacts on natural systems and their functions and values have been incorporated into the activity's design at the property owners' expense. The applicant argues that Alternate 6,which proposes a house on pilings and a cantilevered deck, adequately mitigates potential adverse impacts within the primary dune area. As noted in the Herrmann report,placing the house on pilings is a requirement of FEMA,the federal regulatory program that protects the proposed structure from potential flood and erosion damage and has nothing to do with the protection of or mitigating impacts to the primary dune area identified on the plan. The July 15,2010 application(Alternative 6)did not include a discussion of environmental impacts, including potential for causing increased erosion at the site and at adjacent locations; potential impacts on natural protective features and their function and value; and potential impacts on natural resources. In this instance,the most significant need for mitigation is that required to physically protect and preserve the primary dune by preventing its physical displacement or degradation both during and after construction(Herrmann report p. 3). While the applicant agreed to place a project limiting fence at the landward toe of the primary dune, a fence could not be maintained at that location during construction of the current proposal because the swimming pool, deck and southwest portion of the dwelling are proposed physically adjacent to and/or over the dune and,the excavation for and the installation of those structures and their foundations would necessitate workers, equipment and machinery accessing the seaward side during construction(Herrmann -15- report page 4). This would ultimately breach the proposed clearing limitation line and would disturb the primary dune. Additionally, after construction there may be loss of vegetation that could result from direct shading by the cantilevered deck that would extend directly over the primary dune (Id.). The Applicant has submitted a letter written by Michael Burner,President of Elderco, Inc., concluding that the proposed construction could be accomplished without damaging the dune and stating that no machinery will be required in the dune area south of the proposed fencing on the landward toe of the dune. r+ W m WO ^?',3k:.".. --:.^at'r':? .»'�'r �'.-,3.•".v;cx:;.c3a'tw?`� .•...-,,-.,.;r�r " ,i':,�g.'"'• '>"; a ketter,has reiertectheecQ�e :ham We- (��p ��,[.f-:C:.�,,+:�_,=s"� }(k.)Y,3:pig-:�i1sp"..3s:.�p3=,px•'-''aRr�V_"rYrr-�'x'v`�.,��'�q{PyY.o' -z?,](kj��.�°.�4i^4a�,-:'s{+:�Y�,;yy?g ��:�i: ��`��,p:'�`-"" {•+ hr3- ,. .= tle.i> '9% V�4'•,j]YY:YIIaVk,+W"-�h"'yy!e' �{hN`i.." �S�•, r qr y .„nk ,,. .-•-t.. 't7�:l'-.'•.".f ° • •,... -4 :to radec�u tgl fib.�,. Yc__a:Y �;� -sa ��Y s 7s7 *'-' .X i°•°' s,-¢.,• T3•&t`n..`'?tg.3 :F �:" "S. 3:'`.. K"4.,fit.-:ra. ��., vjy ,xg.s,t�ae6.x�'^'. ?� �_ 5` LY } �t +. N.`'a�'.r�.�.. h.`.•-T,E ��� ��r:���r � ei�j��tti�ie�dd�rih� a�,•:� 7 g P foie cantilevered style of framing will create the need to access the end of deck framing. This Board also notes that the Applicant has not submitted any engineering plans to document and illustrate that the general statements made in the Elderco, Inc.letter are possible on this particular site. As such,the Board agrees with both Herrmann and the Town Engineer•had. tom ;ate - _ :k. a ps�r_";w The Herrmann report also identifies potential impacts on natural resources that include, but are not limited to the permanent removal of certain areas of natural vegetation; increase in runoff due to displacement of pervious sand soils with structures and impervious surfaces and the potential for introduction of fertilizers and other contaminants. To deal with these potential impacts the Town will require, and the applicant has agreed to take the following measures: i. Erect a project-limiting fence and staked hay bales along the proposed limit of clearing, grading, and ground disturbance prior to the commencement of construction and maintained until the completion. ii. The undisturbed portion of the site shall be maintained as nondisturbance buffer. iii. All cleared areas that are not built upon must be restored with native, nonfertilizer-dependent vegetation and maintained as a landscape buffer iv.No pesticides, fertilizers or similar chemicals shall be permitted on site. i :Bparc = slt t :afiye ccicltio d:fiirttz a<.cc�nitiahat< l#, t d-rrbristtcit f o T =8<`"lace a. i li i>;o =f = ';"kt act 'a gow, eat -.,-..,.. eg. fgircions and valgesi=:accordance�€ h,'teontri t� Irxrntie .:I owrifigineer. F 3. The development will be reasonably safe from flood and erosion damage. -16- The appeal presented by the applicant relies primarily upon technical reports that document the relative stability of the adjacent shoreline for the past 40 years. However, a period of stability along a given shoreline does not necessarily indicate that the shoreline will remain stable, and regardless of its historical trends, any shoreline fronting Long Island Sound is potentially susceptible to flood and erosion'damage during significant individual storm events 4 To make this proposal as reasonably safe from flood and erosion damage as is possible on a property adjacent to the Sound it should be constructed on pilings, which the applicant has committed to, and by placing it as far from the sound and a minimum of 8 feet away from the most landward toe of the primary dune is practicable and will adequately protect the integrity of the primary dune to further protect the structure from flood and erosion damage. Alternative 6 proposes to construct a single family dwelling, deck, and pool physically adjacent to and over the primary dune,which creates the potential for the degradation of the feature and undermines the feature's ability to provide protection for the development and adjacent areas against flooding and erosion. 4. The variance requested is the minimum necessary to overcome the practical difficulty or hardship which was the basis for the requested variance. The applicant also argues that the single family dwelling proposed in Alternatives 1-5 were relocated and reduced in size in the single family dwelling proposed in Alternative 6, but does not specifically address whether or how the minimum variance relief necessary to overcome the applicant's hardship. Alternative 6 proposes structures physically adjacent to the primary dune, in part to a stated desire to maintain the 40-ft. front yard setback required by the Zoning Code. The development could be shifted farther landward of the primary dune and without requiring a variance by downsizing and/or reconfiguration of the proposed structures. The approximately 1,700 sq. ft. footprint of the proposed two story dwelling is nearly twice the 850 sq. ft. minimum required by Chapter 280, and the swimming pool and deck are proposed on the seaward side of the dwelling. Given the need to balance zoning and environmental restrictions,placing the dwelling closer to the road and/or reducing the scope of the structures,the development proposed by Alternate 6 is more than the minimum relief necessary to overcome the hardship that is the basis of this appeal and the applicant has not provided any evidence or proof to the contrary. However, if the applicant moved all structures beyond a minimum of 8 feet of the landward toe of the primary dune, this Board believes that the applicant can construct a single-family dwelling and that this is the minimum variance necessary to overcome the practical difficulty or hardship of the applicant. 4 The applicant has emphasized that this area has not had significant erosion and has actually accreted through this proceeding to support the argument that it is entitled to coastal erosion permit. This Board notes that it is not the authority that draws the coastal erosion hazard line and has no jurisdiction to do so. Chapter 111 refers to the Coastal Erosion Hazard Area Map of the Town of Southold prepared by the New York State Department of Environmental Conservation. While this Board may sympathize with the applicant regarding the stability of this coastline and the lack of erosion over the past 40 years,it cannot remove this parcel from the Coastal Erosion Hazard Area and must apply Chapter 111,as written. -17- r 5. Where public funds are utilized,this criteria does not apply in this instance as there are no public funds being utilized. CONCLUSION Therefore, in the interests of justice and for the reasons set forth herein,this Board grants the applicant relief from Chapter 111 of the Town Code upon the following conditions: 1. All structures and construction occur a minimum of 8 feet from the landward toe of the primary dune depicted on the site plan prepared by Young& Young dated September 21,2010. 2. The erection of a project limiting fence and staked hay bales along the limits of clearing, grading and ground disturbance prior to the commencement of construction and maintained until completion of construction. 3. The undisturbed portion of the site shall be maintained as a nondisturbance buffer. 4. All cleared areas not built upon must be restored with native,nonfertilizer- dependent vegetation and maintained as a landscape buffer. 5. No pesticides,fertilizers, or similar chemicals shall be permitted on site. 6. The installation of leaders, gutters, and drywells to control runoff from the proposed structures. The granting of this relief is subject to the conditions of such other permits as the applicant has already acquired or may otherwise have to acquire for final approval of the proposed project. Furthermore,this Board finds that the proposal is classified as an Unlisted Action pursuant to SEQRA Rules and Regulations, 6 NYCRR, Section 617, and that the Board, as Lead Agency, issues a Negative Declaration for the proposal,with the above conditions. Finally,this Board finds that this project is consistent with the LWRP pursuant to Chapter 268 of the Town Code, Waterfront Consistency Review, so long as the above conditions are adhered to. Dated: January 4, 2011 -18- RESOLUTION 2011-65 ADOPTED DOC ID: 6510 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2011-68 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON JANUARY 4,2011: WHEREAS,the Board oftrustees on October 15, 2008, denied the application of Robert Bombara(the"Applicant") for a permit to construct a single-family residence on the premises known as 1725 North Sea Drive, Southold,New York,under the Coastal Erosion Hazard Areas Law(the "Law") of the Town of Southold; and WHEREAS,on November 12, 2008,Mr. Bombara submitted an application to the Town Board of the Town of Southold, as the governing Coastal Erosion Hazard Board of Review, seeking to appeal the determination of the Board of Trustees, or in the alternative, seeking a variance from the requirements of the Law; and WHEREAS,the Town Board did transmit a copy of the instant appeal to the New York State Department of Environmental Conservation; and WHEREAS, on January 20, 2009, February 3, 2009, June 2, 2009, and September 7, 2010, the Town Board conducted duly noticed public hearings on the instant appeal with opportunity for all interested parties to be heard; and WHEREAS,that the Town Board of the Town of Southold hereby finds that the conditional approval of this application is classified as an Unlisted Action pursuant to SEQRA Rules and Regulations, 6 NYCRR, Section 617; and WHEREAS,the Town of Southold is the only involved agency pursuant to SEQRA Rules and Regulations; and WHEREAS,the Town Board of the Town of Southold accepted the Short Environmental Assessment Form for this action; and WHEREAS,the application has been reviewed pursuant to Chapter 268 (Waterfront Consistency Review of the Town Code and the Local Waterfront Revitalization Program ("LWRP")); now,therefore, be it RESOLVED that the Town Board of the Town of Southold does hereby adopt the Findings and Determination dated January 4,2011, and conditionally approves the Variance Application of Robert Bombara in accordance with the conditions set forth therein; and be it further RESOLVED that the Town Board of the Town of Southold hereby finds no significant impact on the environment and declares a negative declaration pursuant to SEQRA Rules and Regulations for this action; and be it further Resolution 2011=68 Board Meeting of January 4, 2011 RESOLVED that the Town Board had determined that, with conditions, this action is consistent with the LWRP; and be it further RESOLVED that this Determination shall not affect or deprive any other agency of its properly asserted jurisdiction, separate and apart from the proceedings under the Coastal Erosion Hazard Areas Law considered herein. Elizabeth A.Neville Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: Christopher Talbot, Councilman SECONDER:Louisa P. Evans, Justice AYES: Ruland, Orlando, Talbot, Krupski Jr., Evans, Russell F Updated: 1/3/2011 10:32 AM by Lynne Krauza Page 2 $orrnr m RESOLUTION 2011-68 ADOPTED DOC ID: 6510 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2011-68 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON JANUARY 4,2011: WHEREAS,the Board of Trustees on October 15,2008, denied the application of Robert Bombara(the"Applicant") for a permit to construct a single-family residence on the premises known as 1725 North Sea Drive, Southold,New York,under the Coastal Erosion Hazard Areas Law(the "Law") of the Town of Southold; and WHEREAS, on November 12, 2008,Mr. Bombara submitted an application to the Town Board of the Town of Southold, as the governing Coastal Erosion Hazard Board of Review, seeking to appeal the determination of the Board of Trustees, or in the alternative, seeking a variance from the requirements of the Law; and WHEREAS,the Town Board did transmit a copy of the instant appeal to the New York State Department of Environmental Conservation; and WHEREAS, on January 20, 2009, February 3, 2009, June 2, 2009, and September 7, 2010,the Town Board conducted duly noticed public hearings on the instant appeal with opportunity for all interested parties to be heard; and WHEREAS,that the Town Board of the Town of Southold hereby finds that the conditional approval of this application is classified as an Unlisted Action pursuant to SEQRA Rules and Regulations, 6 NYCRR, Section 617; and WHEREAS,the Town of Southold is the only involved agency pursuant to SEQRA Rules and Regulations; and WHEREAS,the Town Board of the Town of Southold accepted the Short Environmental Assessment Form for this action; and WHEREAS,the application has been reviewed pursuant to Chapter 268 (Waterfront Consistency Review of the Town Code and the Local Waterfront Revitalization Program ("LWRP")); now,therefore, be it RESOLVED that the Town Board of the Town of Southold does hereby adopt the Findings and Determination dated January 4,2011, and conditionally approves the Variance Application of Robert Bombara in accordance with the conditions set forth therein; and be it further RESOLVED that the Town Board of the Town of Southold hereby finds no significant impact on the environment and declares a negative declaration pursuant to SEQRA Rules and Regulations for this action; and be it further Resolution 2011268 Board Meeting of January 4, 2011 1 ` RESOLVED that the Town Board had determined that,with conditions,this action is consistent with the LWRP; and be it further RESOLVED that this Determination shall not affect or deprive any other agency of its properly asserted jurisdiction, separate and apart from the proceedings under the Coastal Erosion Hazard Areas Law considered herein. Elizabeth A.Neville Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: Christopher Talbot, Councilman SECONDER:Louisa P. Evans,Justice AYES: Ruland, Orlando, Talbot, Krupski Jr., Evans, Russell Updated: 1/3/2011 10:32 AM by Lynne Krauza Page 2 i O ' Town Hal!Annex Telephone(631)765-1802 54375 Main Itoaav, (631)765- 5�2 P.O.Box 1179 Q roger.richert(d_reoxwrH)out io d ny us Southold,NY 11971-0959 �O i BUILDING DEPARTMENT t TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: S Name: License No.: Address: � Z'917/ Phone No.: 5-16 S,fT <76 l 6 JOBSITE INFORMATION: (*Indicates required information) *Name: - *Address: /7 e:: - /I/orc , ' 9 r=49 DfLJ or, (?©u *Cross Street: *Phone No.: Permit No.: Tax-Map District: 1000 Section: Block: Lot: *BRILF DESCRIPTION OF WORK(Please Print Clearly) `IVCD �� D gycc- (Please Circle All That Apply) *Is job ready for inspection: &NO Rough in Fina! *Do-you need a Temp Certificate: Temp Information (If needed) *Service Size: (1_7P: ase 3Phase 100 150 00 300 350 . 400 Other *New Service Re-connect Undergroun Number of Meters I Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 0 "04,f� t 5 82=Request for Inspection Form c' DECISION 2000 REAL ES'T'ATE SERVICES,INC. 169 ROANOKE AVENUE RIVERHEAD,NEW YORK 11901 VARIANCE SEARCH-1`_1 Title No. 09-08-6479 County of Suffolk) State of New York) 'This is to certify that Robert G. Bombara and Margaret M. Bombara, husband and wife are the owners of record of Tax Map No. District 1000 Section 054.00 Block 04.00 Lot 019.000. That they acquired title thereto by deed dated 7/21/06 recorded in Liber 12471 cp 891 on 10/2/06. That we have made a search of the records in the Suffolk County Clerk's Office and find that neither the said owners nor any predecessor in title of the said premises owned contiguous property at any time since 1/1950 except as follows:None That the applicant herein does not own any contiguous property except as follows:None This certification is made with the intention of the reliance thereon by the Board of Appeals and/or Building Department of the Town of Southold. The limit of liability under this certification for.any reason whatsoever, whether rased on contract or negligence, shall not exceed$5,000.00 and shall be,confined to the applicant to whom this certificate is addressed or the County of Suffolk. Decision 2000 Real Estate Services, Inc. arijude Messina Sworn to before me this 19th day.of February 2009 "otaryPub-111 , folk County,N.Y. Notary Public State of New fork Ronald C.Kanka Qualified in Suffolk County No.01KA7153235 My Commission Expires 2/28/o�OCL DECISION 2000 REAL ESTATE SERVICES,INC. 169 ROANOKE AVENUE RIVERHEAD,NEW FORK 11901 Title No. 09-08-6479 SUBJECT PREMISES: District 1000 Section 054.00 Bloch 04.00 Lot 019.000 Louise E. Jones and Rosalie G. Jones, Deed also known as Rosalie Jones Dill as Dated: 7/2/47 surviving Executors of the Last Will Rec'd: 8/8/47 and Testament of Mary E. Jones Liber 2737 cp 527 To Lidico Corporation Lidico Corporation Deed To Dated: 5/16/49 Edwin B. Billard Rec'd: 8/25/49 Liber 2985 cp 163 Edwin B. Billard Deed To. Dated: 11/23/63 Alex Stollmeyer and Rec'd: 11/27/63 Elizabeth F. Stollmeyer, his wife Liber 5458 cp 208 as corrected by Liber 5517 cp 563 Alex M. Stollmeyer and Deed Elizabeth F. Stollmeyer, his wife Dated: 10/6/90 To Rec'd: 11/1/90 Alex M. Stollmeyer Liber 11164 cp 77 Alex M. Stollmeyer Deed To Dated: 12/29/99 Alexander M. Stollmeyer Trust Rec'd: 2/9/00 Under Agreement dated December 6, 1995, Liber 12019 cp 750 as Amended Lawrence W. Milas, as Successor Deed Trustee of the Alexander M. Stollmeyer Dated: 7/21/06 Trust Under Agreement dated December Rec'd: 10/2/06 6, 1995, as Amended Liber 12471 cp 891 To Robert G. Bombara and Margaret M.Bombara, as husband and wife LAST OWNER OF RECORD DECISION 2000 REAL ESTATE SERVICES,INC. 169 ROANOKE AVENUE RIVERHEAD,NEW FORK 11901 Title No. 09-08-6479 PREMISES NORTH: Long Island Sound PREMISES SOUTH: North Sea Drive PREMISES WEST: District 1000 Section 054.00 Block 04.00 Lot 018.000 Lidico Corporation Deed To Dated: 10/8/49 Jacob Van der Veer and Rec'd: 11/7/49 Ines M. Van der Veer, his wife Liber 3014 cp 77 Jacob Van der Veer and Deed Ines M. Van der Veer, his wife Dated: 9/6/57 To Rec'd: 9/9/57 Margaret L. White and Liber 4360 cp 62 Mignon T. Ryan, as tenants in common, and not as joint tenants Margaret L. White Deed 1.0 Dated: 7/1/60 Mignon T. Ryan Rec'd: 7/18%60 Liber 4842 cp 518 Mignon T. Ryan Deed To Dated: 1/6/88 W& G Associates Rec'd: 1/15/88 Liber 10516 cp 161 , W& G Associates Deed To Dated: 2/5/07 Steve Tenedios and Rec'd: 4/24/07 Olga Tenedios, husband and wife Liber 12502 cp 926 LAST OWNER OF RECORD DECISION 2000 REAL ESTATE SERVICES,INC. 169 ROANOKE AVENUE RIVERHEAD,NEVE'YORK 11901 Title No. 09-08-6479 PREMISES EAST: District 1000 Section 054.00 Block 04.00 Lot 020.000 Helen M. Latson, Helen S. Joost Deed and Dwight M. Pettit Dated: 10/6/1949 To Rec'd: 10/7/1949 Helen M. Latson, Helen S. Joost, Liber 3002 cp 552 Dwight M. Pettit, George V. Pettit, Adelaide H. Hill, Clement W. Booth, Margery W. Terry and Robert Lang Trace title for interest of Helen M. Latson as follows: Helen M. Latson died testate a resident of Suffolk County, File No. 1645 P 1972 under her Last, Will and Testament premises under examination is devised to Susan L. Blankley. LAST OWNER AS TO A 1/8TH INTEREST Trace title for interest of Helen'S. Joost as follows: Helen'S. Joost died testate a resident of Suffolk County, File No. 1105 P 1977 under her Last, Will and Testament premises under examination is devised to Elisabeth Joost Todd. LAST OWNER AS TO A 1/8TH INTEREST Trace title for interest of Dwight M. Pettit as follows: Dwight M. Pettit died testate a resident of Suffolk County, File No. 186 P 1974 under his Last, Will and Testament premises under examination is devised to Dwight M. Pettit, Jr. and Robert H. Pettit. Dwight M. Pettit, Jr. and Deed Robert H. Pettit Dated: 1/19/81 To Rec'd: 2/6/81 Robert H. Pettit Liber 8957 cp 363 LAST OWNER AS TO A 1/8TH INTEREST DECISION 2000 REAL ESTATE SERVICES,INC. 169 ROANOKE AVENUE RIVERHEAD,NEW YORK 11901 Title No. 09-08-6479 PREMISES EAST CONTINUED: District 1000 Section 054.00 Block 04.00 Lot 020.000 Trace title for interest of George V. Pettit as follows: No proof of death of George V. Pettit found in Suffolk County LAST OWNER AS TO A 1/8TH INTEREST Trace title for interest of Adelaide H. Hill as follows: Adelaide H. Hill Deed To Dated: 5/13/75 John M. May Rec'd: 1/16/81 Liber 8946 cp 79 LAST OWNER AS TO A 1/8TH INTEREST Trace title for interest of Clement W. Booth as follows: Clement W. Booth died testate a resident of Suffolk County, File No. 1878 P 1981 under his Last Will and Testament premises under examination-is devised to Barbara Armstong Modica, Stephen Booth, Pamela Booth de Lopez, Edward C. Booth, Jr., Clement W. Booth, III, Michael S. Booth, Edna Booth, Margo Booth, Katherine Booth and Kaeren Olsson. LAST OWNERS AS TO A 1/8TH INTEREST Trace title for interest of Margery W. Terry as follows: Margery W. Terry died testate a resident of Suffolk County, File No. 1709 P 1980 under her Last, Will and Testament appointing The Suffolk County National Bank as Executor. _ The Suffolk County National Bank, as Deed Executor of the Last, Will and Testament Dated: 7/3/81 of Margery W. Terry, deceased Rec'd: 8/31/81 To Liber 9061 cp 305 Susanne L. Blankley Susanne L. Blankley Deed To Dated: 11/21/81 Edwin M. Latson, as to a 1/16th interest Rec'd: 11/23/81 Liber 9104 cp 166 DECISION 2000 REAL ESTATE SERVICES,INC. 169 ROANOKE AVENUE RIVERHEAD,NEW YORK 11901 Title No. 09-08-6479 PREMISES EAST CONTINUED: District 1000 Section 054.00 Block 04.00 Lot 020.000 Susanne L. Blankley Deed To Dated: 11/21/81 Almet R. Latson, III, as to a 1/1 6th interest Rec'd: 11/23/81 Liber 9104 cp 168 LAST OWNERS AT TO A 1/8TH INTEREST Trace title for interest of Robert Lang'as follows: Robert Lang died testate a resident of Suffolk County, File No. 279 P 1958 under his Last, Will and Testament premises under examination is devised to Clara B. Lang, Constance Lang Cooper, Mary Lang Baiz and Robert Lang, Jr. Clara B. Lang Deed To Dated: 1/1963 Constance Lang Cooper, Rec'd: 4/29/63 Mary Lang Baiz and Robert Liber 5339 cp 391 Lang, Jr. Constance L. Cooper Deed To Dated: 9/23/05 Bertram C. Cooper, III Rec'd: 9/27/05 Liber 12411 cp 643 LAST OWNERS AS TO A 1/8TH INTEREST 1 1 DECISION 2000 REAL ESTATE SERVICES,INC. 169 ROANOKE AVENUE RIVERHEAD,NEW YORK 11901 VARIANCE'SEARCH Title No. 09-08-6479 County of Suffolk) State of New York) This is to certify that Robert G. Bombara and Margaret M. Bombara, his wife, are the owners of record of Tax Map No. District 1000 Section 054.00 Block 04.00 Lot 019.000. That they acquired title thereto by deed dated 7/21/06 recorded in Liber 12471 cp 891 on 10/2/06. That we have made a search of the records in the Suffolk County Clerk's Office and find that neither the said owners nor any predecessor in title of the said premises owned contiguous property at any time since 1/1950 except as follows: None That the applicant herein does not own any contiguous property except as follows: None This certification is made with the intention of the reliance thereon by the Board of Appeals and/or Building Department of the Town of Southold. The limit of liability under this certification for any reason whatsoever, whether based on contract or negligence, shall not exceed amount paid and shall be confined to the applicant to whom this certificate is addressed or the County of Suffolk. Decision 2000 Real Estate Services, Inc. By arijude Messina Sworn to before me this 18th day of March 2014 ublic, Suffolk County;N.Y. Notary Public State of New York Ronald C.Kanka Qualified in Suffolk County No.01KA7153235 My Commission Expires 2/28/ aO15' DECISION 2000 REAL ESTATE SERVICES,INC. 169 ROANOKE AVENUE RIVERHEAD, NEW YORK 11901 Title No. 09-08-6479 SUBJECT PREMISES: District 1000 Section 054.00 Block 04.00 Lot 019.000 Louise E. Jones and Deed Rosalie G. Jones, also known as Dated: 7/2/1947 Rosalie Jones Dill as surviving Rec'd: 8/8/1947 Executors of the Last, Will and Liber 2737 cp 527 Testament of Mary E. Jones To Lidico Corporation Lidico Corporation Deed To Dated: 5/16/1949 Edwin B. Billard Rec'd: 8/25/1949 Liber 2985 cp 163 Edwin B. Billard Deed To Dated: 11/23/1963 Alex Stollmeyer and Rec'd: 11/27/1963 Elizabeth F. Stollmeyer, his wife Liber 5458 cp 208 As corrected by Liber 5517 cp 563 Alex M. Stollmeyer and Deed Elizabeth F. Stollmeyer, his wife Dated: 10/6/1990 To Rec'd: 11/1/1990 Alex M. Stollmeyer Liber 11164 cp 77 Alex M. Stollmeyer Deed To Dated: 12/29/1999 Alex M. Stollmeyer Trust Rec'd: 2/9/2000 Under Agreement dated Liber 12019 cp 750 December 6, 1995, as Amended Lawrence W. Milas, as Successor Deed Trustee of the Alexander M. Stollmeyer Dated: 7/21/2006 Trust Under Agreement dated Rec'd: 10/2/2006 December 6, 1995, as Amended Liber 12471 cp 891 To Robert G. Bombara and Margaret M. Bombara, as husband and wife -CONTINUED- DECISION 2000 REAL ESTATE SERVICES,INC. 169 ROANOKE AVENUE RIVERHEAD,NEW YORK 11901 Title No. 09-08-6479 PREMISES NORTH: Long Island Sound PREMISES SOUTH: North Sea Drive PREMISES WEST: District 1000 Section 054.00 Block 04.00 Lot 018.000 Lidico Corporation Deed To Dated: 10/8/1949 Jacob Van der Veer and Rec'd: 11/7/1949 Ines M. Van der Veer,his wife Liber 3014 cp 77 Jacob Van der Veer and Deed Ines M. Van der Veer, his wife Dated: 9/6/1957 To Rec'd: 9/9/1957 Margaret L. White and Liber 4360 cp 62 Mignon T. Ryan, as tenants in common And not as joint tenants Margaret L. N1lhite Deed To Dated: 7/1/1960 Mignon T. Ryan Rec'd: 7/18/1960 Liber 4842 cp 518 Mignon T. Ryan Deed To Dated: 1/6/1988 W& G Associates Rec'd: 1/15/1988 Liber 10561 cp 161 W& G Associates Deed To Dated: 2/5/2007 Steve Tenedios and Rec'd: 4/24/2007 Olga Tenedios,husband and wife Liber 12502 cp 926 Steve Tenedios and Olga Tenedios Deed To Dated: 5/18/2010 Nicholas D. Yuelys and Rec'd: 7/9/2010 Margarite M. Yuelys as Liber 12630 cp 447 Trustees of The Dennis N. Yuelys And Pauline Yuelys Irrevocable Trust LAST OWNER OF RECORD -CONTINUED- DECISION 2000 REAL ESTATE SERVICES,INC. 169 ROANOKE AVENUE RIVERHEAD,NEW YORK 11901 Title No. 09-08-6479 PREMISES EAST: District 1000 Section 054.00 Block 04.00 Lot 020.000 Helen M. Latson, Helen S. Joost Deed And Dwight M. Pettit Dated: 10/6/1949 To Rec'd: 10/7/1949 Helen M. Latson,Helen Joost, Liber 3002 cp 552 Dwight M. Petit, George V. Pettit, Adelaide H. Hill, Clement W. Booth, Margery W. Terry and Robert Lang Trace title for interest of Helen M. Latson as follows: Helen M. Latson died testate a resident of Suffolk County, File No. 1645 P 1972 under her Last, Will and Testament premises under examination is devised to Susan L. Blankley. LAST OWNER AS TO A 1/8th INTEREST Trace title for interest of Helen S. Joost as follows: Helen S. Joost Deed To Dated: 1/21/1963 Elizabeth J. Todd Rec'd: 1/25/1963 An undivided 1/8 interest as Liber 5299 cp 103 Tenant in Common and not as Joint Tenant James P. O'Meara, as Ancillary Deed Executor of the Last, Will and Dated: 7/19/2011 Testament of Elisabeth J. Todd, Rec'd: 9/22/2011 Late of the State of Maryland, Liber 12672 cp 61 County of Baltimore who died 11/12/2004 To James P. O'Meara as Trustee of The Elisabeth J. Todd Trust James P. O'Meara as Trustee of Deed The Elisabeth J. Todd Trust, as to Dated: 9/7/2011 1/16th interest Rec'd: 9/29/2011 To Liber 12672 cp 795 Patricia A. Todd -CONTINUED- DECISION 2000 REAL ESTATE SERVICES,INC. 169 ROANOKE AVENUE RIVERHEAD,NEW YORK 11901 Title No. 09-08-6479 PREMISES EAST CONTINUED: District 1000 Section 054.00 Block 04.00 Lot 020.000 James P. O'Nleara as Trustee of Deed The Elisabeth J. Todd Trust, as to Dated: 9/7/2011 1/16 1h interest Rec'd: 9/29/2011 To Liber 12672 cp 796 Mary E. Todd LAST OWNER AS TO A 1/8th INTEREST Trace title for interest of Dwight M. Pettit as follows: Dwight M. Pettit died testate a resident of Suffolk County, File No. 186 P 1974 under his Last, Will and Testament premises under examination is devised to Dwight M. Pettit, Jr. and Robert H. Pettit. Dwight M. Pettit, Jr. and Deed Robert H. Pettit Dated: 1/19/1981 To Rec'd: 2/6/1981 Robert H. Pettit Liber 8957 cp 363 LAST OWNER AS TO A 1/8th INTEREST Trace title for interest of George V. Pettit as follows: No proof of death of George V. Pettit found in Suffolk County. LAST OWNER AS TO A 1/8th INTEREST Trace title for interest of Adelaide H. Hill as follows: Adelaide H. Hill Deed To Dated: 5/13/1975 John M. May Rec'd: 1/16/1981 Liber 8946 cp 79 LAST OWNER AS TO A 1/8th INTEREST -CONTINUED- DECISION 2000 REAL ESTATE SERVICES,INC. 169 ROANOKE AVENUE RIVERHEAD,NEW YORK 11901 Title No. 09-08-6479 PREMISES EAST CONTINUED: District 1000 Section 054.00 Block 04.00 Lot 020.000 Trace title for interest of Clement W. Booth as follows: Clement W. Booth Deed To Dated: 1/18/1963 Clement W. Booth, Jr. and Rec'd: 1/22/1963 Edward C. Booth, an undivided Liber 5297 cp 71 1/8 1h interest as Tenant in Common And not as Joint Tenant Edward C. Booth Deed To Dated: 2/28/2011 Katherine Booth Cohen, Rec'd: 4/7/2011 As to 1/1 6th interest Liber 12656 cp 446 Antonia Booth, as Executrix Deed Of the Estate of Clement W. Booth, Jr. Dated: 3/10/2011 Deceased 11/25/2007 Suffolk County Rec'd: 4/7/2011 Probate#498 P 2008 Liber 12656 cp 447 To Barbara Gleason, as to 1/16th interest LAST OWNER AS TO A 1/8 1h INTEREST Trace title for interest of Margery W. Terry as follows: Margery Terry died testate a resident of Suffolk County, File No. 1709 P 1980 under her Last, Will and Testament appointing The Suffolk County National Bank as Executor. The Suffolk County National Bank, as Deed Executor of the Last, Will and Testament Dated: 7/3/1981 Of Margery W. Terry, deceased Rec'd: 8/31/1981 To Liber 9061 cp 305 Susanne L. Blankley Susanne L. Blankley Deed To Dated: 11/21/1981 Edwin M. Latson, as to a 1/16th interest Rec'd: 11/23/1981 Liber 9104 cp 166 -CONTINUED- DECISION 2000 REAL ESTATE SERVICES,INC. 169 ROANOKE AVENUE RIVERHEAD,NEW YORK 11901 Title No. 09-08-6479 PREMISES EAST CONTINUED: District 1000 Section 054.00 Block 04.00 Lot 020.000 Susanne L. Blankley Deed To Dated: 11/21/1981 Almet R. Latson, III, as to a Rec'd: 11/23/1981 1/16 1h interest Liber 9104 cp 168 LAST OWNER AS TO A 1/8th INTEREST Trace title for interest of Robert Lang as follows: Robert Lang died testate a resident of Suffolk County, File No. 279 P 1958 under his Last, Will and Testament premises under examination is devised to Clara B. Lang, Constance Lang Cooper, Mary Lang Baiz and Robert Lang, Jr. Clara B. Lang Deed To Dated: 1/1963 Constance Lang Cooper, Rec'd: 4/29/1963 Mary Lang Baiz and Robert Liber 5339 cp 391 Lang Jr. Constance L. Cooper Deed To Dated: 9/23/2005 Bertram C. Cooper, III Rec'd: 9/27/2005 Liber 12411 cp 643 LAST OWNER AS TO A 1/8th INTEREST New York State Departmen, J Environmental Conservai. _a Division of Environmental Permits, Region 1 _ SUNY @Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 - Phone: (631)444-0403 • Fax: (631)444-0360 Website: www.dec.nv.gov Joe Martens Commissioner PERMIT MODIFICATION November 14, 2012 Robert G. Bombara 98-16 163`d Ave. Howard Beach, NY 11414 Re: Bombara Property North Sea Drive Southold, NY 11971 DEC# 1-4738-03647/00001 Dear Permittee: Your recent request to modify the above permit has been reviewed pursuant to 6NYCRR, Part 621. It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit is amended to authorize: Construct single family dwelling, driveway, swimming pool and deck. Install sanitary system. All work must be done in accordance with the plans prepared by Howard W. Young last revised August 23, 2012 and stamped "NYSDEC Approved" on November 14, 2012. All other terms and conditions remain as written in the original permit. Very truly yours, George H. Hammarth Permit Administrator sla cc: Young & Young BOH -TW file @20y4ears of stewardship 1970-2010 LAW OFFICES PETER S. DANOWSKI, JR. 616 ROANOKE AVENUE RIVERHEAD,NY 11901 (631)727-4900 FAX(631)727-7451 E-Mail:pdanowski@danowskilaw.com JOHN P.TAGGART, ESQ. jtaggart@danowskilaw.com Hand Delivered March 19, 2014 Southold Town Building Department 53095 Main Road, Box 1179 nn nR Southold,New York 11971 D l� V Attention: Michael Verity, Chief Building Inspector I. MAR 2 0 2014 Re: Robert F. Bombara & Margaret M. Bombara Pending Building Permit Application BLDG DEPT Premises: 1725 North Sea Drive, Southold TOWN OF SOUTHOLD SCTM#1000—54—4—19 Dear Mr. Verity: I previously dropped off a copy of the single and separate search. I was informed I would need to update the report. Enclosed please find said updated report. As discussed, I believe the building permit should immediately issue as all necessary permits have been provided to your department. I would note that the definition section of the Town Code under the zoning provisions do not prevent the issuance of the permit. I would note that the definition is actually helpful with regard to the term"buildable area". Note the one sentence definition as highlighted"The area of a lot remaining after the minimum yard and open space requirements of this chapter have been met." The proposed residential improvements are located within the set back provisions of the Town code and the open space requirements. I also provide a copy of the definition of"open space" contained in the definition section as well. I would also point out that the issuance of the Coastal Zone Erosion Permit, the concomitant"Tidal Wetlands Permit", CAC recommendation of approval,NYS DEC permit and the Health Department stamp of approval allow the issuance of the permit despite any suggestion of inconsistent other definitions in the Town code. Certainly until the Coastal Erosion permit issued, the Building Department could take the position, as it had, that it could not process the building permit application. The fact that the Coastal Erosion permit has issued makes the lot buildable in the area proposed on the building permit survey plans. As discussed, a chronological history of my client's application began with the preparation of building permit survey plans prepared consistent with zoning set back provisions. My client, upon being advised that he needed to file an application with the Town Trustees, began that application process in October of 2006. I have provided a thumbnail sketch of the history on this project. You will note the Town Trustees as well as the Town Board were involved in the application and approval process, which resulted in the issuance of the Tidal Wetlands and Coastal Erosion permits. I have not included all paperwork previously on file in the various Town offices. I thank you in advance for extending me the courtesy of meeting with you and providing the enclosed information. Very truly yours, (A�— PSD:mmc PETER S. DANOWSKI, JR. Encls. cc/Robert G. Bombara LAW OFFICES PETER S. DANOWSKI, JR. 616 ROANOKE AVENUE RIVERHEAD, NY 11901 (631) 727-4900 FAX(631) 727-7451 E-Mail: pdanowski@danowskilaw.com JOHN R TAGGART,ESQ. jtaggan@danowskilaw com Hand Delivered July 10, 2014 Southold Town Building Department 53095 Main Road, Box 1179 Southold,New York 11971 Attention: Michael Verity, Chief Building Inspector Re: Robert F. Bombara & Margaret M. Bombara Pending Building Permit Application Premises: 1725 North Sea Drive, Southold SCTM#1000—54—4— 19 Dear Mr. Verity: At this morning's meeting of the Town Zoning Board of Appeals,the public hearing was reopened to the limited extent of accepting a building permit survey showing 23% coverage. The date on this map is June 19, 2014. Per direction from the Zoning Board of Appeals, please issue a new notice of disapproval as expeditiously as possible so the Zoning Board may act in considering any necessary variance. Very truly yours, PSD:mmc PETER S. DANOWSKI, JR. Enc. cc/Robert G. & Margaret Bombara Zoning Board of Appeals (letter only) Stephen Kiely, Esq. Deputy Town Attorney-(letter only) W �j JUL 11 2014 BLDG DEPT TO'NN OF SOUTHOLD �a BERGDESIGN ARCHITECTURL D MCEDVE D Mr. Michael Verity JUL � 4 2��� Chief Building Inspector Town of Southhold Southold, NY 11971 BUILDING DEPT. TOWN OF SOUTHOLD July 6th 2016 Re: 1725 North Sea Drive, Southold, NY. (SCTM: 1000-54-04-19) Exterior Windows and doors. Dear Mr. Verity, The windows and doors in the above referenced residence are all glazed with tempered glass and are engineered and tested for 120 mile an hour wind velocity for zone C which includes the East end of Long Island. Furthermore, all units are impact rated with the following exceptions for which plywood shutters are provided as per New York State building code section 301.2.1.2: a (3) Inswing terrace doors on the second floor.The doors have been impact tested but cannot be rated as inswing doors do not pass the water test. a Inswing front door. The door has been impact tested but cannot be rated as inswing doors do not pass the water test. a The living room curtain wall. Please see enclosed drawings. SinceYerg John Copy:file Path•jobs01541docsrrown of Southold 160706viindows 131 Varick Slreel Suile 913 NY NY 10013 P 646 486 1964 F 212 62S 9173 bergdesignarchilecturo.com 1 BERGDESIGN ARCHITECTURE M i Mr. Michael Verity D Chief Building Inspector JUL 1 4 2016 Town of Southhold Southold, NY 11971 BUILDING DE. TOWN OF SOUTHOLD July 6th 2016 Re: 1725 North Sea Drive, Southold, NY. (SCTM: 1000-54-04-19) Electric Meter. Dear Mr. Verity, Your request that the electric meter at 1725 North Sea drive be raised to the elevation (height) of the rear deck and a platform installed to enable the utility company to read the meter, may have the following adverse effects on the property and neighborhood: ® The structure described above would be located outside building or accessory structure set-backs. e The new structure would encroach on the properties driveway. e From a neighbors perspective an elevated meter with a platform and stairs will be an eye sore. Furthermore, a 3'x 3' platform must be installed by code above any set of stairs with two or more risers. Therefore the structure will be quite large. e Fema's language regarding the installation of electric meters in a flood zone contains recommendations but is inconclusive. Please see below. Utility companies typically require electric meters to be mounted where they can be easily read for billing purposes;meters are usually centered approximately 5 feet above grade.They are normally required by utility regulations to be no higher than eye level. However,this height is often below the DFE for coastal homes,and the placement therefore conflicts with floodplain management requirements that meters be installed above(lie DFE. Sincere[ John Berg Copy:file Path:jobs01541docsfrown of Southold160706meter I 131 Varick Street Suite 913 NY NY 10013 P 646 486 1964 F 212 625 9173 bergdesignarchileclure.com D CC[�OV(E DD JUL 2 2 20% BUILDING DST. TOWN OF SOUTHOLD SERGDES�GNV ARCHITECTURE Mr. Michael Verity, Chief Building Inspector Town of Southhold Southold, NY 11971 July 6th 2016 Re: 1725 North Sea Drive, Southold, NY. (SCTM: 1000-54-04-19) Zoning Board . Dear Mr. Verity, The new building at 1725 North Sea Drive complies with the following zoning board conditions: a. All structures and construction occur a minimum of 8 feet from the landward toe of the primary dune depicted on the site plan prepared by Young and Young dated September 21St 2010. b. A limiting fence and staked hay bales were erected along the limits of clearing, grading and ground disturbance prior to the commencement of construction and were maintained until the completion of construction. c. The undisturbed portion of the site shall be maintained as a non disturbance buffer. d. All cleared areas which were not built on have been restored with native, non fertilizer dependent vegetation and are maintained as a landscape buffer. e. No pesticides, fertilizers or similar chemicals are being used on site. f. Leaders, gutters and drywells were installed to control runoff from the built structure. g. The pool equipment was installed in a sound deadening enclosure. h. A drywell for pool dewatering was installed. Sincerely, John Berg Copy file Path.jobs0154/docsrrown of Southold 160706zoningboard 131 Varick Street Suite 913 NY NY 10013 P 646 486 1964 F 212 625 9173 bergdesignarchitecture.com .CSMVv D JUL BERGDESIGN TOWN OF SOU'1`�®I. ARCHITECTURE� Mr. Michael Verity Chief Building Inspector Town of Southhold Southold, NY 11971 July 13th 2016 Re: 1725 North Sea Drive, Southold, NY. (SCTM: 1000-54-04-19) First floor bedroom egress window. (room#110 as per permit issue drawings dated 2112/14) Dear Mr. Verity, The recently installed egress window in the above referenced bedroom meets New York State code. The window when opened has a clear unobstructed opening exceeding the required 5.7 square feet required as an emergency escape and rescue opening in sleeping rooms as per section R310.1.1 of the New York Residential Building Code. Also as required the sill height of the opening is also less than 44" above the finished floor. Sincerely, John Berg Copy file Path jobs0154/docsrrown of Southold 160706 131 Varick Street Suite 913 NY NY 10013 P 646 486 1964 F 212 625 9173 hergdestgnarchitecture.com BERGDESIGN ARCHITECTURE D4 D Mr. Michael Verity JUL 1 4 2016 Chief Building Inspector Town of Southhold BUILDINGDEPT. Southold, NY 11971 TOWN OF SOUTHOLD July 13th 2016 Re: 1725 North Sea Drive, Southold, NY. (SCTM: 1000-54-04-19) First floor bedroom egress window. (room#110 as per permit issue drawings dated 2112114) Dear Mr. Verity, The recently installed egress window in the above referenced bedroom meets New York State code. The window when opened has a clear unobstructed opening exceeding the required 5.7 square feet required as an emergency escape and rescue opening in sleeping rooms as per section R310.1.1 of the New York Residential Building Code.Also as required the sill height of the opening is also less than 44''above the finished floor. Sincerely, John Berg Copy.file Palh:jobs01541docsrro►vn of Soulhold160706 131 Varick Street Suite 913 NY NY 10013 P 646 486 1964 F 212 625 9173 bergdesignarchileclure.corn 1 LAW OFFICES PETER S. DANOWSKI, JR. 616 ROANOKE AVENUE RIVERHEAD, NY 11901 (631) 727-4900 FAX (631) 727-7451 E-Mail- pdanowski@danowskdaw.com JOHN R TAGGART,ESQ. jtaggart@danowskilaw.com EL E E Hand Delivered JUL 3 0 2014 July 29, 2014 i BLOC, DEPT TC'Vvil OF WHOLD Building Department Town of Southold 53095 Main Road, Box 1179 Southold,New York 11971 Re: Robert F. Bombara—1725 North Sea Drive, Southold SCTM#1000—54—4—19 1 Dear Sir/Madam: I hand deliver two original executed Floodplain Development Permit Applications with regard to the above matter. I have also had Young & Young prepare flood certification documentation. See enclosed. Very truly yours, PETER S. DANOWSKI, JR. 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FIRST FLOOR= 11788F ��g� / V NOW OR FORMERLY BERTRAM C.COOPER MAP NO.--1000-54-04-19 SECOND FLOOR=1354 SF (VACANT) LOTAREA=24,879.00 SF �0� / CLEARING LIMITATIONS:THE UNDISTURBED PORTION OF THE SITE SHALL BE MAINTANED / AS A NON DISTURBANCE BUFFER. / ZONING DESIGNATION:RAG LOT COVERAGE CALCULATIONS otw \ STRUCTURES ALLOWABLE SF PROPOSED SF •a BUILDING COVERAGE 1,354(5.4%) 1,354(5.4%) DECKS 128 FLOOD BOUNDARY UNE POOL 251(1%) 251 (1%) SCALED FRROATE LWDINSURANCE TOTAL LOT COVERAGE 1,733(6.9%) 1,733(6.90/4) LOT AREA TO BLUFF LINE 24,879 SF OR.57 ACRE � 95 s• 9 STORM DRAINAGE CALCULATIONS LANDWARD TOE OF THE MOST TOTAL ROOF AREA 1354 SQ FT `ter°a�� \ j LANDWARD BEACH RIDGE TOTAL DRIVEWAY AREA 665 SQ FT LANDWARD LIMIT OF NATURAL PROS SCALED FROM FEATURE A INE TOTAL IMPERVIOUSE AREA 2019 SQ FT / EROSION HAZARD MAP \ / QUANTITY OF STORM WATER STORAGE \ �PCCE AO TO 8 SLIMING 2" RAINFALL =0.167 FEET / PROPOSED 1200 GALLON / / 2019 X 0.167 FEET= 337 CU.FT. �4y MAI EN, / ..`t UNDERGROUND PROPA 'iAN PROPOSED WATE S 10'DIAMETER STORM RING CAPACITY 63.6 CU/FEET DIA x 3`DE STORM G YWELL AFI 8"THI / PER VERTICAL FOOT RK 11 s t oQoo• ry t TIlG SLAB TOOPS OE 1 ' of UII3J / \ IC BEARING tN / S VERTICAL FEET REQUIRED 337!63.6 5.29 VERTICAL FEET ¢ 7 / oQoy� 2? \\ / USE TWO-10'DIAMETER X V DEEP STORM RINGS TOPSOIL STOCKPILE AREA 6 82 y�3�yy ! _ TRENCH DRAIWAT END OF TEST HOLE / PROPOSED STONE BLEND EL=6.45' 0.0' PROJECT LIMITING FENCE& J / DRIVEWAY 665 SQ.FT. NOW OR FORMERL HAYBALESALO NG LIMIT OF W&G ASSOCIATES CLEARING,GRADING \ / y / /'v~' // PALE BROWN AND GROUND DISTURB, E' ` cP (VACANT) TQTAL AREA=7270 Q. /: / / TEMP CONSTENTRAU TION FINE TO 705 / 10 s* i SILT FENCING �ICOARSEf-oRlV"mw SAND(SW) Lp1 6 GW=1.65' �. 4.8' /�/ y7°jry WATER IN B 1 / / � PALE BROWN i FINE TO COARSE PROPOSED 2 STORY \ -PROPOSED SANITARY SAND(SW) FRAME HOUSE&DECK / / SYSTEM ON PILES(F.L.EL=14.00) , t�fy•� ;:. PROPOSED REINFORCED \\ / (VACANT) `-. WATERPROOF CONCRETE \ a NoW ` ." RETAINING WALL PROPOSED WATER SERVICE � A �' � •I 59.;5 SITE PLAN (DWELLING WITH PUBLIC WATER) ;, STORM WATER MANAGEMENT CONTROL PLAN BERGDES GN BOMBARA RESIDENCE PAGE 1 of ARCHITECTURE p 646 4816 1 STREET6F:631 204 6777 CY 9NY. 10013 17 328 905 1725 NORTH SEA DRIVE,SOUTEiOLD,NY,11971 DATE: FE SCALE:AS NOTED i E DE AI Aa,LA xo siOO""` iH0 ALHLIIT JR0Rnao Iwlcr. - ua•etUr.¢lea ' I' F UE TO w CRA K• -\'-,-a __ i b-3:; :. °-.D 'I :`''s>:*•a�2.ar=eai�ci:.MiJls:�` •.L:..- _ ERIC(IIAY BE USED RE➢UC3CE0.4.000 PSN _ opo o .i-+_.Y "Y�•.,`/; s t':.:: p AD.V6T Cm INET TFGFDC BeNwo - O q �8 �O v1 �'f,y Y•.::r=�=:%:;C„yi::��-..,2.-,µ'`�..••.-s`•i�t' Ro�.�{ AWqFACE EttLE&YABf 01 qro CONCRETE SCAB - eVDp C p o a txrAv cxsYq.rrL YPOGYRIHpKLr tPATLrt yf J w'ly y 35, VA7cIWu q-11 iNCI&S F:EVNFORCID 4.000 P4 04 o a rarcR aad rrf y y u `�Y Y y' •u PRECAST CAVCNENE op pop pop p Irwrner sun veinal riAT y Y Y Y 1 STANDARD STHPS S. CATCH SAM 00 opo p�pQ0 0o rce LOM1 rAR,+ruIT�—N�AKW curlalRaVL � y0� og 016.0.R-i,p. O 7-6• 0p�0"' Q00.p a� _IN TKw. �YOy PERSPECTIVE ViEW -T _ cusicarmc IMI.6'WASHED - b STIVE 6EDDRIO - = L h.t` Y44 r nantr[[easr FRENCH DRAIN DETAIL I I 36'MINIMUM 2x2 -wsrYroam" FENCE POST CURB INLET DETAIL rJ.,Rli - sruu<ARiA I SII aD®(a®® CAST RON CURB RAFT GM,I uw.in4a COMMO 0.4.4iLYrcw•GL RFINFORCEO,4,000 P57 I! - OD srmalncir.Rao CRAM k(RAVE. AMJ1. MF4 � WOVEN WIRE FENCE TRAFFIC BEARIYO cG'A's"AW DD CONCRETE SLAB 8tpg0 UAY BE USED 70 OfUOE _ (TRADE (6 X 5 10110 YJYl[) RORFORCED 4.=D0 PSL :�- ADAIST CURB MET GIST -- lRl HvaY.LVLrularatt FILTERCLOTH 013 PRECAST CONCREtt Y-- IRON CRA1E 4 FRNJE TO lJ _ III ILII 1]711 _ rausTcaxR,rc SURFACE EUYATION A NI1FiRR 001111 _ I+�ox»R+Ra LOPE Gitx BASO NAMIKU OF 12 INCHES — III VI113 6• 48• L — f = Od = OTO a-o• �— Dom®5;1 la _ Dn —IIIA EMBED FILTER CLOTH >�D D 1t3�� alAn over ii4 MIN.6"INTO GROUND 3r } Dl7 — tx.1v4IAL T-� Dl7®®Z2 aC1uNIa,Oi c 4"I Vd1 6'WASHED -'( SLAB DE STONE OWD410 �� ave Ltu,rwn rcM Ira•a..v , "sesryD,s NOTE: 26. xUusroorrnLra MAXIMUM DRAINAGE AREA QCIm IrACINAR.,a ;� RE.�FoacEO TRImc C17ffi - 912 ACRE/f04 LIl1FARFEET 48, 6, BFism CON(AVE SIB ROLE MO(RESSAND o�m II= 4 SECTION DETAIL Reffolcmi)(T fat SOL AN LD.L'A.YDDY ILII i pical Section @ Leaching Pool i--SO'---1 3aro Ota Yn 1 Scale: NTS SILT FENCE DETAILS ' ww ns TANDARD PRECAST CONCRETE CATCH BA N wrnaLanra as rrn rs•vn X4 7 ICoI (5 FEET To 20 FEET IN DEPTH) 93'Picnl Section(n?LenchinR Pools ` GRASS SIVALE DETAIL r • FLOW �' ---{— SD Um. `/� `l\ I Sc�C�T Q{91E •� nParwa yuacr �^� � WT 66,Y�LIAV/q rP.Y• Ir.l•Y/0[[JgLt 9UlL rIUT[:EOI. �yr a `,` �BLTrp'R4 ��' r NOIY:4YRA01TH4 AAG LtiT.l LOitlr a YAXirr �4,�, } 4 SLOPE \—�-4"VERTICAL fI H5 �• �� � FACE o t z $ A y Ti"AMA cu6E BEDDING DETAIL « z"•`OT r,Y p 2 n'•s 0.030 ANGLE FIRST STAKE TOWARD I ., oomaa �• uo• aY rs ° 4•�;:p;�tia PREVIOUSLY LAID BALE RNY.OrnL aA Q wxrvtw as _ t:•-¢k•Ry` 'r� NK rT/yHTtmflaa{V.'..eRCW.aX ? •,�. �.� 6 's 4 iu""oo`..,n"•'•••. ^+•^'^' Y «ab•�YFt4: +�� oja O ��� 1 ••t-a s•Y+EL'r FLOW v •opt• =`I„p�•!Q+ o p1� ® PLAN w£w I � I�Q� I ,'av oULLItA,:4A 's:• ROAD I r cwsn:.cs��n-uvA ra.ulavcw+•c„ Y Eat AV'P� NYTL\LCMOICf.T•ILQlJHaL\fJ K4 BOUND HAY BALES xTra^ra mx.4.w.snrcw.x/.vcw x PLACED ON CONTOUR CROSS SECTION Typical Plan Detail @ Catch Basin&Shallow Recharge Basin Y 2 RE-BARS., STEEL PICKETS OR ��Icalction Q Catch Basin&ShaBow Rechar a Bas2"x2'STAKES1.6'to 2'IN GROUND. TEMPORARY CONSTRUCTION ENTRANCEg \�� f DRIVE STAKES FLUSH WITH TOP OF "' Sole:1111.1.4' NAY BALES. ANCHORING DETAIL ,L1I w 3, tT STRAW BALE DIKE DETAILS �' � �'�' i.�y �•�I T ,Gare M, At r,'v d' � 1 •V t'1 EERGDES GN BOMBARA RESIDENCE STORM WATER MANAGEMENT CONTROL PI_APAGE 2 of 2 1 646 RI K STREET, F:T, IT 913, CY 917 328 905 1725 NORTH SEA DRIVE,SOUTHOLD,NY,11971 DATE: FEBRUARY 14th,2014 ARCHITECTURE SCALE:AS NOTED —• �r acv- SEC 301 O / PILE_PR® PIE_FR P°E_PR ($/ ®PILE_PR LL ®312 PILES PlLE905 _PR 906 c% ILE_PR \ / ®PILE _PR PILE_ PR 4 . 922914 30'1 'ILE_P ®PILE-PR ILE_PR 921 ��. 924 PILES ILE_PR ^Q)PTE_PR / PILE-FR 925 ®PILE_FR PILE_PR FILE—PR 318 growl �PILE_PR 'i FASO )nA't 326 +` PILE_PR 92'7 '-! �' i o eqs �PILE_PR ® FILE—PR i®926 919 PILE_ �• � \ ILE—PSL \\ ®PILE—PR ®PIILE_PR `" 21 E_.PR / \ ®PILE— \ 'PILE_PR 1 %� �PILE_PR ®PILE—P LOP r o ° �yN / NOTES Young & Young AREA _ 24,57ci SQ. FT. $ � 400 Ostrander Avenue, Riverhead, New York 11901 se VERTICAL DATUM = N.A.V. DATUM (1416W 631-727-2303 a SEE FLOOD IN51)RANCE RATE PANEL NUMBER Howard W. Young, Land Surveyor 8 �A 5610500154 H LAST DATED SEPT. 25, 20041 Thomas C. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer SY$� \do ® ZONINUSE D15TR G Ir-T ,! 41400 � p \o Robert C. Tast, Architect � HEALTH DEPARTMENT USE Mal �F 0� , �y p o "7Q d'� p0'7�Qv U� 4r�� e 1411 .c AV & ot ,`0 5URVEYOR'5 CERTIFICATION vpUr WE HEREBY CERTIFY TO R 0 B E RT G. B ll BA THAT r826 THIS SURVEY WA5 PREPARED IN ACCORDANCi E 00 OF PRACTICE FOR LAND SURVEYS ADOPTEQ� E - �; YORK STATE ASSOCIATION OF PROFE551 o —=-' -44 g o ?i ADO y ( �0 ��W� ® m'I gifcpsc Q 41•,%\0 a`9,g' `4} / F�/ '9'L'-' .�.� 1 1: 4, .� 111 r z E , . N 9' © i�ry q� .a / HOWARD W. YOUNG, N.Y.S. L.S. NO. 458413 <om SURVEY FOR � W cerr - /S "/O 's ® y"( 2 O BOMBARA / At Southold, Town of Southold $fob Suffolk County, New York tioJ j7 �g /® County Tax Map District 1000 Section 54 Block 04 Lot 11 / gg 10 FINAL WRVr:Y SANITARY MEASUREMENTS A 0 o ST 11.5' 65' DP2 21' 54' �tQ '/ nD o f � m DPS 24' 4OP -1' / JUL 2 2 206 AMENDED SANITARY MEASUREMENTS APR. 15, 2016 MAP PREPARED FEB. 22, 201e, o z'r2 � a SCALE: 1"=40' p � cx =MOA&J.MW SET ®_NOWr-MW FOUND A.STAKE SET J05 STAKP Fano JOB NO. 2014-00"16 DI= I OF 1 AINA6E IN-ET RO c ROOF OR 5 a STOOP GE=CELLAR cNTRAWM DING DEPT- DRNABU DWG. 2006-0182_2014_00T6_ 1)W iv " fs =��2 j NOTES Young & Young ?IREA = 24,51cl 50. FT. go o / 400 Ostrander Avenue, Riverhead, New York 11901 $� • VERIIGAL DATUM = N.A.V. DATUM (Iclaa) 631-727-2303 �j9e / • 5EE FLOOD 1IN5URANC9E RATE PANEL NUMBER Land Surveyor P� I Howard W. Young, y 56I05G0154 H i_A5T DATED SEPT. 25, 200ci Thomas C. Wolpert, Professional Engineer �vdq e '0.10 I a o p 2 \q 0 , Douglas E. Adams, Professional Engineer xN o �' �P ,�PO\ • ZONING USE .�ISTRIGT = R-40 w d E 4 ® i �4<1 QfIh\° Robert C. Tast, Architect p 10 Al HEALTH DEPARTMENT USE _j � S SUFFOLK CC'L1ivTZ'O�';;s z i��iici�11'uF 1��f�LT�1 SE VICES ��oa C-4 i `Z` / �P a1:pP1_i�x!A!^�7 CIONSTRUC1'ED WORKS FOR P. o � ,0 i��` � s �i o°°� �' ®��� � 5 2016 � ' LY'i�SSi1�mNC� g��F �l� � - H.S. R,.f. a�®. 6-6 008, oQ i , �6' O �~ ° \4 Tie uEMON csa1 andmat 1Jy1S lodat;or,l5aVf3 NC�� F N ix �� O / ,y v BB Q. \i C315�, n•a o ♦/ (rG i/� Oii / l� \c� /�j VZ ����y''v lfi:PCI:Led c"';dlor ccrj:led by ih's D:: 3�"JiIE 7 � 5 \4P��o ' U fi 9/•1 ��. ! c��P�Q be Czt,sr::,�: FOR A M,,,, tiv;���t t� Q craYher�g2rcle��r¢d found 8® Ra \Q ,%' / sg` °'7ef. y�e�Qy 4��roP �e �` di m �Et�R®OSS. On Fj IZ. 3 _.`1 iIROR�.�EA ,, ( UP ® /� , W ° WE HEREBY CERTIFY TO R O B E RT G. B O M BA RA THAT � a THI5 SURVEY WAS PREPARED IN AGGORDANG ., �-`- E �-F i /ry153 OF PRACTICE FOR LAND SURVEYS ADOPTE z19"1 V "� p, / YORK STATE A550CIATION OF PROFE55I W_L�,&; D ® y �' SURVEYORS. CP�. o A 36 ,��py,, �� o j 7 `\ • i gf�ry oj�° 0' \� /` \ HOWARD W. YOUNG, N.Y.5. L.5. NO. 45515 MR N �yj du eh'�is :�' �``.' � ���': "�� Q /,Q SURVEY FOR dPry°� / � Y O % e v y` o b ®� 6 / ROBERT 6. BOMBARD At Southold, Town of Southold g Suffolk County, New York 54 Block 04 Lot ICI Q O, County Tax r'iap District IOOO Section o 0 / M. FINAL 5URVEY SANITARYMEA�}SUREMENTS ys /' Ng a t B 4p / ,I U 1 l, O \v QP n ST Dt'2,4 2 541 rca€ 24' t;i IAME471 oy�o MAPDED PREPARED MEASUREMENTS FEB. 22, 201(0 _ - 'e N w o. 0=MONUMENT SET E=MONUMENT FOUND Q=STAKE SET e-STAKE FOUND SCALE: 1"=40' Q~o x DI =DRAINAGE INLET RO-ROOF OVER 5=STOOP CE=CELLAR ENTRANCE JOB NO. 2014-00"16 DWG. 2006-0182_2014-00"16—fs =,g s D [Ec[E DV[E DD JUL 1 4 2016 BUILDING DEPT. TOWN OF SOUTHOLD INTERIOR OUTSIDE CASING TO CASING WALL ASSEMBLY ITO,C, NOTE NEW OR EXISTING WOOD � OPENINGS REQUIRING MORE THAN ONE PIECE WINDOW SYSTEM 1 1I OF PLYWOOD SHALL BE JOINED TOGETHER WITH CONTINUOS 12" WIDE 1/2" PLYWOOD --_____�-j BATTENS FASTENED WITH #8 WOOD SCREWS c a II II 12" O.C. Un it I� PROVIDE #8 WOOD SCREWS @ 12" O.C. •I AROUND PERIMETER OF WINDOW PROVIDE 1/2" PLYWOOD HURRICANE COVER, •�j j I•�—CUT TO FIT EACH WINDOW AS NOTED jI I WINDOW OPENING BEHIND I I j #8 WOOD SCREWS AT 12" 0 C II I AROUND PERIMETER OF WINDOW LL—____�J• 1/2" PLYWOOD — CUT TO ALIGN WITH OUTSIDE EDGE OF CASING (TYP ) TYPICAL HURRICANE SHUTTER ELEVATION TYPICAL HURRICANE SHUTTER DETAIL 1 SCALE:1/2-1W 2 SCALE:3'a BERGDESIGN BOMBARA RESIDENCE TYPICAL HURRICANE SHUTTER DETAILS ARCHITECTURE 1725 NORTH SEA DRIVE,SOUTHOLD, NY 11971 DATE:JULY 13,2016 SK-03 SCALE:AS NOTED a J U L 1 4 2016 7 I ----------- -F------------------------ IN I i III III Ij,Vi/ 4'x 10'x 1/2'THICK PLYWOOD SHEET CUT DOWN TO INSWING DOOR SIZE- G BOLTED THROUGH DOOR FRAME INTO FRAMING IZZ- SOUTH ELEVATION BERGDESIGN BOMBARA RESIDENCE HURRICANE SHUTTER ELEVATION ARCHITECTURE 1725 NORTH SEA DRIVE,SOUTHOLD,NY 11971 DATE:JULY 13,2016 SK-02 SCALE:1/4"=V-0" ` 3'Wa 0 D J U L 1 4 2016 DEPT, TOWN OPS UTROLD2 x 4 AROUND PERIME ER OF OPENING- SCREWED TO PLYWOOD PANELS AND LAG OLTED THROUGH WINDOW FRAME INTO FRA�vI1NG 4'x 10'x 1/2"THICK PLYW00 SHEET CUT 3'- 1/2° E2'-7' 4'-0" 4'-0" 4'-0" 4'x I10'x 1/2"THICK PLYWOOD SHEET DOWN TO INSWING DOOR SIZE-LAG BOLTED CUT DOWN TO INSWING DOOR SIZE- THROUGH DOOR FRAME IN 0 FRAMING LAG BOLTED THROUGH DOOR FRAME NT FRAMING I \ 12" ;i L: „ Qf OI p I;- 4'x 10'x 1 2.TH, PLYWOOD EINUOUS TS CO 12 WIDE X 1/2" THICK PLYWOOD HORIZONTAL '._ BATTEN SCREWED TO T� PL OODPANE 4 4 4 D D �rCu.:.•C- 6 �I CdINUOUS 12 WIDE X 1/2° I' THICK PLYWOOD VERTICAL BATTEN SCREWED TO PL OOD PANE NORTH ELEVATION BERGDES GN BOMBARA RESIDENCE HURRICANE SHUTTER ELEVATION ARCHITECTURE 1725 NORTH SEA DRIVE,SOUTHOLD, NY 11971 DATE:JULY 13,2016 SK-01 SCALE:1/4"=1'-0" 35 �c�o D [ECEIVIE D JUL 2 2 2016 TOWN OF 50�7'PH®LD 2 x 4 AROUND PERIME ER OF OPENING- SCREWED TO PLYWOOD PANELS AND LAG OLTED THROUGH WINDOW FRAME INTO - FRA �ING 3'- 1/2" 2'-7" 4'-0" 4'-0" 4'-0" 4'x 10'x 1/2"THICK PLYWOOD SHEET 4'x 10'x 1/2"THICK PLYWOODSHEET CUT DOWN TO INSWING DOOR SIZE-LAG BOLTED CUT DOWN TO INSWING DOOR SIZE- THROUGH DOOR FRAME IN O FRAMING LAG BOLTED THROUGH DOOR FRAME NTQ FRAMING • Ji r� o o CD Z ILI 4'-0" = _ = 11 �� 4'x 10'x 1/2"TH2 PLYWOOD �( _ S ETS C8kITINUOUS 12IIDE X 1/2" THICK PLYWOOD HORIZONTAL BATTEN SCREWED TO i�� �� i% .% % ���" ���' ,l' � - _ _- I -. - _ " {� �i = ,• PL,700D PANELI a Q a D CO TINUOUS 12`' I IDE X 1/2" THICK PLYWOOD VERTICAL BATTEN SCREWED TO ' I - PL OOD PANE J NORTH ELEVATION EERGDES GN BOMBARA RESIDENCE HURRICANE SHUTTER ELEVATION ARCHITECTURE 1725 NORTH SEA DRIVE, SOUTHOLD, NY 11971 DATE: JULY 13, 2016 �_01 SCALE: 1/4" = 1'-0" 3�c)(00 D [Ecf�ov[ED JUL 2 2 2016 TOWN OF SOUTH LD I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J II �i i III III Ij,Vi� II — J II V 4'x 10'x 1/2"THICK PLYWOOD SHEET LL — — i— CUT DOWN TO INSWING DOOR SIZE- AG BOLTED THROUGH DOOR FRAME INTO FRAMING o Xz f 0 SOUTH ELEVATION BERGDES GN BOMBARA RESIDENCE HURRICANE SHUTTER ELEVATION ARCHITECTURE 1725 NORTH SEA DRIVE, SOUTHOLD, NY 11971 DATE: JULY 13, 2016 K-02 SCALE: 1/4" = 1'-0" a ' ► � Y� CONSTRUCTION NOTES y�. 5 FLOOD BOUNDARY LINE AS SCALED t `,1 1)ALL WALLS AND CEILINGS TO BE PRIMED + PAINTED WITH TWO 2 COATS OF BENJAMIN ct a � a i i FROM FLOOD INSURANCE RATE MAP ( ) MOORE �, N PAINT, COLORS + FINISH TO BE SPECIFIED BY ARCHITECT. RETAIN STORM WATER ' �1 i' (,, C� PURSUANT TO CHAPT LANDWARD LIMIT OF TIDAL WETLANDS cher S r a rs i o n ■5•Q 2) INSTALL NEW GWB PARTITION FINISH AND CLGS /� AS REQ'D - UON. GWB TO APPEAR SEAMLESS WITH NO VISIBLE FASTENERS, q•5 AS DELINEATEDON 05Y YOU G&YOUNG % � J� OF-THETOWN COQ . Compliance C e rt i f I c a to 3) NEW INTERIOR PARTITIONS TO BE NON-RATED, LION. GJ0 b<1/ 4) RANGE TO BE LL58/87 COMPLIANT (SELF CLEANING GAS RANGE). 5,5 5)ALL DIMENSIONS TO BE VERIFIED IN FIELD. ANY DISCREPANCIES TO BE REVIEWED WITH q �,`q y I NOW OR FORMERLY BERTRAM C. COOPER ARCHITECT. 6) NEW BATHROOM WALLS AND FLOORS AS NOTED. PROVIDE CEMENTITIOUS BACKER BOARD \� f�API ROiED �p§`14l�1 L69 _ ( VACANT) Project Bombara Residence REQ'D IN ALL TILE LOCATIONS. AS y Q� / DATE: 2R S.P.# � (?x� 6, " 7) INSTALL BASEBOARD THROUGHOUT . Energy Code: 2010 New York Energy Conservation 8) INSTALL OOR CASINGS THROUGHOUT. t3 / Location: Suffolk County, New York FEE: BY: Project Type: New Construction 9) INSTALL D E WIDE WH MARBLE THRESHOLD AT BATHROOM DOORS, TYP. -� 7• / Construction Type: Single-family 10) NEW DECKS TO BE DECKED WITH 5/4 X 4 SQUARE EDGE MAHOGANY FASTENED WITH NOTIFY BUILDING DEPARTMENT AT PLUMBER CETJFIC J . 765-1802 8 AM TO 4 PM FOR THE 7 5 / CONCEALED S.S. FASTENERS. ON LEAD Cq -ENS► 0� . ' FOLLOWING INSPECTIONS:, u!' \ 0 / Conditioned Floor Area: 0 ft2 11) INSTALL NEW ALUMINIUM ARCHITECTURAL AC REGISTERS AS INDICATED. CERTIFJCA •Q� C JPA ^Y 1. FOUiJDATiO^. - TWO REQUI�EG • , -i" \ / Glazing Area 32% 12) PROVIDE CONTROL SAMPLES FOR ALL NEW FINISHES. �° FOR POURED-CONCRETE S•6 Climate Zone: 4 (5750 HDD) 13) PROVIDE MILLWORK SHOP DRAWINGS FOR ALL BUILT IN CABINETRY. SOLDER 1.1 J� ER 2. ROUGH - FRAMING & PLUMBING / Permit Date: 10/17/2012 \ 14) PROVIDE AND INSTALL NEW SUPPLY AND RETURN DUCTWORK SUPPLY ►S �r� OT 3. INSULATION \ / / FLOOD BOUNDARY LINE Permit Number: 7919 & 7919C a 4. FINAL - CONSTRUCTION MUST S SCALED FROM FLOOD INSURANCE FROM HEATING/COOLING RATE MAP SYSTEM AS SHOWN TEST AND BALANCE SYSTEM. EXCEE Q ,0 0/1 io LEA BE COi`,FPLETE FCR CD' \ 9.0 / 15) PROVIDE AND INSTALL LEAD COATED COPPER WINDOW AND DOOR SILL & HEAD PANS/ ALL CONSTRUCTION SHALL MEET THE Construction Site: Owner/Agent: Designer/Contractor: 'I'soe 1725 NORTH SEA DRIVE Robert& Margaret Bombara John Berg 6)INSTALL NEW TPO ROOF MEMBRANE AS PER MANUFACTURERS INSTRUCTIONS AND DETAILS. / SOUTHOLD, NY 11971 ) ' R' GUIREMENTS OF THE COGS:pF;,EW ' " `�6;0 a'S 17) NEW HARDWOOD FLOOR TO INCLUDE SANDING, STAINING AND THREE COATS OF WATER BASED } YuRK STATE. NOT RESPONSIBLE FOR ? o� g 4 ' DESIGN OR CON iUCTION ER ORS. / �� 0 P LYE URATHANE / 1 "U. �r .6 , 2 '. ,. .;;::.': " �:..,<'; COUNTERTOP AND FIREPLACE STONE TO BE TRIPLE SEALED <. ,�` p � n ,s, , • ��.' s�"�;.�a '� 18)ALL CO , CJ• / / F /r.r EN�LO POO OCODv 'o, A � ' /�"u' " """ %'"' 19) PROVIDE SAMPLES OF SIDING ON SITE BEFORE INSTALLATION. // o �p \ . 5 Compliance: 5.3% Better Than Code Maximum UA: 625 Your UA: 592 20 SIX MONTHS AFTER WOOD SIDING INSTALL, WASH SIDING AND PROVIDE ONE COAT UPON tt�PLE ON °° . ) WATER -�•(} The/"Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. REPELLENT SYNTHETIC RESIN. ' BEFORE ^lATEF►' / \ / It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 5 / 5,5 LANDWARD TOE OF THE MOST 21)ALL WOOD WINDOWS< DOORS AND TRIM TO BE PAINTED WITH 2 COATS of BENJAMIN MOORE \ CON3PLY'Ut�ITH � L CODES OF " � � �•5 \ / �j' LANDWARD BEACH RIDGE PAINT> \ \ NATURAL Envelope Assemblies NEW YORK STATE & WN CODES LANDWARD ASS RE UIRED AND CON TIONS OF. \ PROTECTIVE FEATURE AREA LINE ',1J !J . AS SCALED FROM COASTAL / ps,t".::.,: r , 1 F'a i EROSION ; ;;t. £ sr..ig ,::' ,. , . �t i EROSIO WI 77777777 DO NOT PROCEED 11'ITN 2 > SOUTrIOLD TOWN ZEA sz ,.,, ENERGY NOTES \ t I / " •� � .<%,",'',,.,,s,,....,.«..,,,,«�a'w�..._„. .<>.. ..,».«._r..,...e,.axo,.:„s ...<c..._:. ,<&i:._.: 1a';..: .«»z.»,._r ... ,,,.•kw 9:1 FRRr��I�dG UNTIL SURVEY n^ 111-B h \ 1. ALL CONSTRUCTION SHALL CONFORM WITH THE REQUIREMENTS OF THE NY STATE ENERGY CONSERVATION ti°°�� OF FOUNDATION LOCATIO'1 01 �� - / i �. NORTH FACADE: Wood Frame, 16" o.c. 1,875 19.0 0.0 0.060 54 BEEN APPROYMU � / � \ / CONSTRUCTON CODE (LATEST EDITION). HA56E�.� L- , SOiiINOLD?^'�i','4TRUSiEEE � �� PROPOSED 1200 GALLON / Window 1: Wood Frame:Double Pane with Low-E 591 0.240 142 ��� �" �\ UNDERGROUND PROPANE TANK / / 2. THE ENGINEER CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, THAT THE DRAWINGS COMPLY WITH THE D �.• Door 1: Glass 389 0.240 93 NY STATE ENERGY CONSERVATION CONSTRUCTION CODE. Dc a : ,�Q 5 / PROPOSED WATER SERVICE / 3. EXTERIOR DOORS AND DOORS TO GARAGES SHALL BE UI= .28 MAX. WINDOWS, SLIDING GLASS DOORS AND ALL - • ' , ((2)8'DIA x 3'DEEP STORM RING East facade: Wood Frame, 16" o.c. 349 19.0 0.0 0.060 20 \ `'� ' DRYWELLS FOR ROOF DRAINAGE / GLASS SHALL BE U= .28 MAX. FLOOR, R-48 WALL, R-34 CEILING, R-48 ET TOP OF DRYWELLAT ELEV:3'0" Window 2: Wood Frame:Double Pane with Low-E 19 0.240 5 4. ALL BUILDING MATERIALS, COMPONENTS AND ASSEMBLIES THAT ARE CAPABLE OF ABSORBING MOISTURE ° �f / South facade: Wood Frame, 16" o.c. 1,651 19.0 0.0 0.060 80 8 fl SHALL BE PROTECTED BY A VAPOR BARRIER LOCATED ON 'THE WINTER WARM SIDE OF THE INSULATION. / °woe \ "� Window 3: Wood Frame:Double Pane with Low-E 272 0.240 65 5. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR CONTINUITY OF INSULATION AT ALL PLATE °e I / Door 2: Glass 54 0.240 13 LINES, RIM JOISTS AND ALL CORNERS. A \ 6. ALL HOT AND COLD WATER PIPING AND ALL DUCTS SHALL BE INSULATED AS PER CODE. OCCUPANCY OR ; C °�, \ / West facade: Wood Frame, 16" o.c. 480 19.0 0.060 24 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.TO SUBMIT TO THE BUILDING DEPARTMENT THE SIZE, } DESIGN AND TYPE OF MECHANICAL HEATING COOLING AND HOT WATER SYSTEM THAT WILL BE USED. USE IS UNLAWFUL `' � 5��� � � ✓� � � I� I � DW 1 \' Window 4:Wood Frame:Double Pane with Low-E 77 0.240 18 , 6 62 so � \ i COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL HAVE A MINIMUM COMBUSTION s \ / b 1st FLOOR OVER PILES: All-Wood joist/Truss:Over Outside Air 1,210 38.0 0.0 0.026 31 \ I \ / \ / EFFICIENCY OF 75%AND SHALL HAVE STANDBY LOSSES LESS THAN THE CODE SPECIFIED MAXIMUM BASED ON AC V'�ITHOUT CER I Rn,, t'^ V� PROPOSED STONE TIFICATE ��� BLEND DRIVEWAY 2nd FLOOR DECKS: All Wood Joist/Truss:Over Outside Air 202 38.0 0.026 5 EQUIPMENT SIZE. OFn ('� I -, �'�P'�ILU��.B1NG� \ , , � Q�- �r >y � / g OCCUPAI ICY . �ztr �� \_ ROOF: Flat Ceiling or Scissor Truss 1,093 38.0 0.0 0.030 33 8. IF APPLICABLE - HVAC COOLING EQUIPMENT SHALL BE RATED IN ACCORDANCE WITH THE TABLE 4.6 OF THE NY 7E \ i c ,p / PROPOSED SANITARY / STATE ENERGY CONSERVATION SPECIFIED IN TABLES 4.8, 4.9, 4.10 OF THE NY STATE ENERGY CONSERVATION STlj� L PLUMBING WAS � \ �; �Ir li i FE � / SYSTEM &WATER LIN` kP`G \ / / STAIRS OVER OUTSIDE AIR: Flat Ceiling or Scissor Truss 168 19.0 0.0 0.051 9 �[ / / CONSTRUCTION CODE (LATEST EDITION). TESTING BEFORE Ct'` PROJECT LIMITING FENCE& �I LP / / 9. ALL THERMOSTATS SHALL BE ADJUSTABLE FROM 45 DEGREES THROUGH 75 DEGREES F. FOR COMBINATION HAYBALESALNG, LIMIT G, i / HEATING AND COOLING THERMOSTATS THE ADJUSTABLE RANGE SHALL BE BETWEEN 45 DEGREES AND NOW OR FORMERLY CLEARING,GRADING, �� ,� � / W & G ASSOCIATES AND GROUND DISTURBANCE LP LP 85 DEGREES F. ( VACANT) 7/ 25 / i ��?, I � // 10. HOT WATER TEMPERATURE CONTROLS SHALL BE SET AT 140 DEGREES MAX. r Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other 11. ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT HOT WATER FLOW TO A MAX. OF 5'SNOW FENCE POST G� 1'Oo i BP LP / / calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy 3 GPM AT 60 PSI WATER PRESSURE. Conservation Construction Code requirements in REScheck Version 4.5.0 and to co ly ith the mandatory requireme is listed 'n the REScheck Inspection ck ifV st. 12. ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR,OUTSIDE COMBUSTION AIR OF 150 TO 200 CFM. FLUE SILTATION FABRIC Dfldlel',�L„I'aS�ECTIJ"'�� r, / •y' O i • �_ __� r TO HAVE A TIGHT SEATED DAMPER WITH AIR LEAKAGE OF 20 CFM'MAX.^�, / 7 \/ LP Name-Title`�' Signature "`` Date 1 HAY BALES Contact TOS Engineering at 765_JiS,D before ��/�^tip 10, 6 g l E / °° ti' ��Q' Backfill,,OR Provide Entlneerls Certi'tcatlon �`� �� t�% r / that the drainage has been Installed to Codi ,� ��`�` c �' gQ / 0 WETLAND SIDE UPLAND SIIDE 2 ENERGY COMPLIANCE CERTIFICATE \ / SCALE: NTS PROPOSED 2 STORY \\ \\ \\ \ \\ \ \\ \\ \\ \\ \ FRAME HOUSE&DECK ON PILES(F.L.EL=14.00) \ / \ \ \ \ \ \ \\// PROPOSED REINFORCED \ / WATERPROOFRETAINING WALL \\ / (VACANT) VENT - --- --- - -- - - - {VENT - - - - VENT (VENT - - - - -- -- - I -SECOND FLOOR ROOF //\///\ /\ / PROPOSED WATER SERVICE \ / I T \\ // BATHROOM 209 -a�� BATHROOM 201 �~ EROSION CONTROL DETAIL I Z I Z Z MASTER BATHROOM 204 NEW FIXTURES U)I Ij NEW FIXTURES 1 I> 1 O 11Lu NEW FIXTURES 1 lip \/ W/NEW PLUMBING BACK TO NEW � (� W/NEW PLUMBING BACK TO NEW � I3 I � W/NEW PLUMBING BACK TO NEW WASTE&VENT STACKS WASTE&VENT STACKS w I w w 1 w 1 Z ( WASTE&VENT STACKS z Iz z I Iz z Q NEW WC AT � ------------------- --� • � NEW WC AT � .------------------ .� NEW WC AT 1 &S��C-ALE: ITE PLAN ...................�4/ Q-4 / DWELLING WITH PUBLIC WATER NEW ROUGH IN • 3"VENT 1 • NEW ROUGH IN • 3"VENT I • 1 1 NEW SINK AT ■ NEW SINK AT 1 ' 1 i I I NEW ROUGH INNEW ROUGH INNEW SINK AT 1" =20'-0" �,o ,�� / - T ■ - T 1- ■ , 1 NEW ROUGH IN ■ 1 1 I ■ ' 1 1 I ■ I ■ 1 1 ■ NEW ROUGH IN 1 NEW BATHTUB 1 1 ■ NEW BATHTUB 1 I ' 1 ; 1 1 1 1 i NEW SHOWER PAN1 ■ AT NEW SHOWER 1 DRAWING LIST I -- --- PROPERTY INFORMATION - -- - 1 ;- -- -- - - -t j- - - - -- - � -- - I - sEcoNDFLooR ■ 1 i 1 i 1 � 11 1 2" 1 A00 SITE PLAN, NOTES, DRAWING LIST, ENERGY NOTES A17 SCHEDULES S01 FOUNDATION AND FIRST FLOOR FRAMING PLAN, 1 Y2" 4° 1 1 Y2' 4" I % 1 I 4" 1 Y" A01 FOUNDATION, FIRST FLOOR PLAN TYP. DETAILS •- �' --------------------- -I-•'� .----.---- .---- I 1 �'•�- ------------------------ •'� D, NY 11971 FLOOR AREAS: �- I - 1725 NORTH SEA DRIVE, SOUTHOL SCTM NO. FIRST FLOOR= 1178 SF A02 SECOND FLOOR PLAN, ROOF PLAN SO2 SECOND FLOOR AND IROOF FRAMING PLAN, A03FIRST&SECOND FLOOR REFLECTED CEILING PLAN TYP. DETAILS BATHROOM 109 I I WC 101 I I CLOSET I I I KITCHEN 103 1 MAP NO. --1000-54-04-19 SECOND FLOOR = 1354 SF A04 FIRST&SECOND FLOOR POWER& MECHANICAL PLAN S03 TYPICAL STRUCTURAL NOTES, DETAILS NEW FIXTURES 1 NEW FIXTURES 1 NEW FIXTURES 1 NEW FIXTURES 1 LOT AREA= 24,879.00 SF W/NEW PLUMBING BACK TO NEW I W/NEW PLUMBING BACK 1 W/NEW PLUMBING BACK TO NEW 1 I I W/NEW PLUMBING BACK TO NEW 1 CLEARING LIMITATIONS: THE UNDISTURBED PORTION OF THE SITE SHALL BE MAINTANED A05 ELEVATIONS WASTE&VENT STACKS 1 I TO NEW WASTE&VENT STACKS I 1 WASTE&VENT STACKS I I I WASTE&VENT STACKS 1 AS A NON DISTURBANCE BUFFER. A06 ELEVATIONS & EXTERIOR WALL DETAILS ZONING DESIGNATION: R-40 A07 SECTIONS 3"VENT IL1 3"VENT �� STANDPIPE I 1 �� 1 1 • - �� LOT COVERAGE CALCULATIONS A08 SECTIONS r - r T ' I r T- -I I ; NEW CLOTHES I I I WASHER (- STRUCTURES ALLOWABLE SF PROPOSED SF 1 1 I I I 1 1 1 1 1 I I I I I ■ ■ ' 111 I 11 : ■ BUILDING COVERAGE 1,354 (5.4%) 1,354(5.4%) W ; 1 I I DECKS 128 ABBREVIATIONS III 1 I I 1 - 1 1 ,- - - --_ - DW ■ FIRST POOL 251 (1%) 251 (1%) - - - -I- - I I " ■ FLOOR 1 ; I I `\ 1 i 1 1 1/2 „ ; TOTAL LOT COVERAGE 1,733 (6.9%) 1,733 (6.9%) A.C.T. ACOUSTICAL CEILING TILE D/W DISHWASHER MIN. MINIMUM SECT !SECTION 1 Y2" 4" v 1 Y2" 4" 1 1 1 ABOVE FINISHED FLOOR MTD MOUNTED SHT MTL 'SHEET METAL *`......... I �• 1' �• I I �• 3" •' A.F.F ELEV. ELEVATOR ------- -----�I-1-• •---.... -------- -------�I.1 •.....-----------------.{.i• 1 •. ... .........1.L... BM BENCH MARK ENCL ENCLOSURE MTL METAL SIM :SIMILAR NEW BATHTUB J 1 1v NEW SINK AT J 11� (0I �°I II- NEW DW 1 BLDG. BUILDING EX'G EXISTING MW MICROWAVE SPECS :SPECIFICATIONS NEW SINK AT 1 1w NEW ROUGH IN o 1 IW o 11W o1 Iw NEW SINK O 1 1w C.H. CEILING HEIGHT GALV GALVANIZED N.T.S. NOT TO SCALE STL :STEEL NEW ROUGH IN cn > NEW WC AT U) > cn 1> v> > in 15 LOT AREA TO BLUFF LINE C.J. CONTROL JOINT N.I.C. NOT IN CONTRACT S.S. :STAINLESS STEEL NEW WC AT 31 13 NEW ROUGH IN 3 113 31 31 13 NEW ROUGH IN 3:10 GL. GLASS NEW ROUGH IN z 1 z z 1 z z 1 z z1 z z 1 OP'NG OPENING 24,879 SF OR .57 ACRE CLG. CEILING GWB. GYPSUM WALL BOARD TR. -fRf1SH RECEPTACLE � � �'"� ��. , • " CMU CONCRETE MASONRY UNIT PL. LAM. PLASTIC LAMINATE TYP. -TYPICAL Jl- y HGT. HEIGHT COL COLUMN PLYWD PLYWOOD U.O.N. (UNLESS OTHERWISE NOTED H.M. HOLLOW METAL BUILDING HEIGHT CALCULATIONS CONC CONCRETE PTD PAINTED V.C.T. VINYL COMPOSITION TILE C.T. CERAMIC TILE ICE ICEMAKER R.C. REINFORCED CONCRETE HOUSE TRAP V.I.F. 'VERIFY IN FIELD TO NEW SEPTIC TANK - L - - - - - - - - - - - - - - - - -/ - - -- - -- - - - - - - L - - - -- - - - - - - - - -- - - - DET. DETAILS INFO. INFORMATION REF. REFRIGERATOR - - - � 9 MAXIMUM BUILDING HEIGHT= 35-0,� DWGS DRAWINGS MAX. MAXIMUM REQ'D REQUIRED WC.C. D ,LEAD COATED COPPER PLUMBING & RISER DIAGRAM WOOD PROPOSED BUILDING HEIGHT= 34'-0" J SCALE: NTS � yy BERG DES G N BOMBARA RESIDENCE SITE PLAN ENERGY ANALYSIS NOTES ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 1725 NORTH SEA DRIVIE, SOUTHOLD, NY 11971 DD PROGRESS PRINT NOVEMBER 19, 2013 SCALE: As Noted DD PROGRESS PRINT NOVEMBER 27, 2013 REF NO: 158 FACADE QUOTE DECEMBER 6, 2013 DD PROGRESS PRINT DECEMBER 19, 2013 PERMIT ISSUE FEBRUARY 12, 2014 ( 1 ) ! 2 ) ! 3 ) ( 4 ( 5 ) (5.1) 6i 6.1' ( 7 ) 8i ; g 10 , SYMBOLS LEGEND FLOOD VENT CALCS T NEW INTERIOR/ PER FEMA TECHNICAL BULLETIN#1 & A EXTERIOR WALL SMARTVENTS.G'OM (1)8"X 16"FLOOD VENT _--- _ 1 i ! - _ � -- _--_ •`Iv - --- o FOR EVERY 200 S.F. OF FLOOD COVERAGE POOL SHELL o ROOM O N 0 ROOM NUMBER FOOTPRINT OF BUILDING = 1352 S.F. - - -- - - --- --- - - - --__ -_ OL _- POOL �- EQUIPMENT ON 1352/200 = 6.8 STEEL COLUMN STEEL COLUMN STEEL COLUMN j EQP. CONCRETE PAD _ r O DOOR NUMBER ABOVE ABOVE ABOVE - LO 7 FLOOD VENTS REQUIRED -- - - I ACCESS c - �--- _== -- - I DOORS `'' 1O WINDOW NUMBER STEEL COLUMN - - --- -- -- FLUSH STEEL -- ---- - -- - - - - A05 - - BRICK - - -- -- - O - -- POOL - - -- -- ----- - - -- - N B - i' O ,, ABOVE BEAM ABOVE PER BREAKAWAY LEDGE WOOD WALL PER - --- --- v- ---------- - PARTITION - -- - - - - 1 PARTITION TYPE ----- -- - - -- --- - - _ - -- - FEMA TECHNICAL - 1 � � UP II I , o MI� riles• - �- ----- ----- - ' T - - - - I- --- _ -_F V__- -- � I � 4-�--- --------- - --- ---s1L --------------L-- �---- - -_ BRICK LEDGE BULLETIN 9N ------- T ------------ - (V N TM --- ------------ --- --- -- ---- - - - ---- -- - -- - - - & �m 1 1 ----- ------ J=A J - FIGURE 13 T BRICK LEDGE - TABLE 1A _ 4 A000 2 ELEVATION KEY DOWNSPOUT FROM NBREAKAWAY WOOD (C.1' ABOVE: PIPE TO DRYWELLWALL PER FEMA -- ---- - N - - -- - - i 2 3 m - TECHNICAL BULLETIN 9, -- - -- - " A07 - - - — FIGURE 13&TABLE 1A r BREAKAWAY WOOD WALL DECK JOISTS. 1 SECTION KEY PER FEMA TECHNICAL POOL DECK c� 2 X 10'ACQ —IN —IN FLUSH STEEL FLUSH STEEL ABOVE iv D TABLE 1 A A000 Q, BULLETIN 9, FIGURE 13& I BEAM ABOVE PER BEAM ABOVE PER 12"O.C. M M I i I I, � - STRUCTURAL STRUCTURAL -- --_ �w --- - -- I DROPPED WOOD - --- -- _ --------- - _--- ----- --__T_--------- ---------- ---- ---------- - --- - -- - - -- - y FLOOD VENT: rn STRUCTURAL ------------------------ -- -- ------------- .. E I GIRDER PER Mo S EL COLUMN - -- - ' � � " __ F.V. SMART VENT 1540-510 III STRUC U -_ ABOVE i BEAM ABOVE PER �v w `�' ------ - ---�- ------- _ -_-_--------_------- -------- - ER I_ N > Ii EL I I ---------- - -- ---- U ------- ------------------- -� 1 -- -- - - - r U DOWNSPOUT - - w - (.0 - ------- u, ------------- STRUCTURAL N �j- O ABOVOEUPIPEOTO -- --- --------------------- -- O N -----------------------------� - - - - ----- _ > F -- --y— _ - ------ x - SMOKE&CARBON Q - ----------------------- -------cn O - ( i DRYWELL d– 1 - 1. —_ I i"'� _ � O -- FLUSH STEEL W X - cn U MONOXIDE DETECTOR Q r O N FLUSH STEEL = Q DROPPED WOOD i FLUSH STEEL O N � -1 u) Og r BEAM ABOVE PER O GIRDER PER BEAM ABOVE PER BEAM ABOVE PER w HARDWIRED& O STRUCTURAL CONCRETE PAD I I w ' DOWNSPOUT FROM iAT GRADE - - - --- -----STRUCTURAL----- rt-----STRUCTURAL - ---- --- STRUCTURAL ];' Q INTERCONNECTED �' > -- ----------------------- – – --- SIN _ ;; ------- ----- ------------ ------- -- DROPPED WOOD WOOD FRAMED _ -_ _- r A06 �� ABOVE. PIPE TO GIRDER PER STAIR UP TO i ------------------------------� ---------- ----------------------- j' -- G - ----------------- - ----------- ------ --------------- il - ---------------------- ------'-------- ------------- ---------------------------- 00 2 ------------------ ----- ------------ A06 " - I DRYWELL - -- - -- -I - STRUCTURAL ENTRANCE 1_ �- WOOD FRAMED STAIR -r� N _ - 12 DIA.WOOD - --- --- H - - - - - --- - - — - ( ) UP TO POOL DECK N --- ------------ - ------------------------ ---- - PI - - - - - -- - ------ - -- - -- - �� ,----------------------SIN --------_--- -------- - M - - L TYP. T Iii DOWNSPOUT FROM UP _ C? _ �Id F V i iEO Ic BREAKAWAY WOOD WALL PER Iii WOOD FRAMED ABOVE: PIPE TO i i DROPPED STEEL 1 FEMA TECHNICAL BULLETIN 9, UP Iii ABOVE LANDING BEAM ABOVE PER DRYWELL ' ' � I 4'-0"TALL � A07 FIGURE 13&TABLE 1A ! i STRUCTURAL GATE w/SELF _ �Id --- -- ( - -- _ - -- - - - -� --- - - -- -- - - - - -- - -- ------- _ __ CLOSING _ - I I ----- --------=s----- --_-- - --- --------------- - - o - -- L ============ =============-==L -= =-==== - _ ---I ------_--------------------�J----------------------- -- ------------- T ----�1� HARDWARE rile L - - ------ - - -- ------ � F V - � FAV-� - -------- BUILDINGOUTLABOVINE OE 2 I 2 1 RAINSCREEN VE 11_11.1 111-101. 8'-14 8-1- 4'-111, 6-4-' 2'-111" 2'-111" 101-03- 11-01. EXTENDS FROM OTO 6' FOUNDATION PLAN 4 4 , A08 4' 1-6 4 4, A05 2„ 2„ 5-11 A08 4'. 4 3'-0" ABOVE GRADE SCALE: 1/4" = V-0" V19 65'-0"AS PER SURVEY 36"HIGH 29'-9 112"AS PER SURVEY 35-2 1/2"AS PER SURVEY RAILING 4'-0" 64'-02" 1.1 31.. 31.., 16-23.. 5-" 12'-3-„ 11'-101,. 10'-11.. 51. 1 1 2 9'-6" 2 2'-1" 4 2 T� I� CL GL w 9'-5" 3, 14'-7" 1" STL. 31'-4" STL. 6" R.O. 2-g4 R.O. 2'-0" 34 COLUMN R.O. COLUMN 2._8.. N. U Lu G_ 0- Milt 1 36" HIGH STEEL COL. PER -- STEEL COL. PER 7 A05 RAILING STRUCTURAL STRUCTURAL I tt �� ll 36" HIGH ' �") ~ DN - POOLPOOL RAILING 10 10 10 113 13 13 113 113 113 DECK DOWNSPOUT STEEL COL. PER LINE OF 1 BEHINDCL SIN STRUCTURAL OVERHANG RAINSCREEN 112A ABOVE Ijl; O 112 co`9 SHEAR WALL PERT - ` - � � - - � - - 2 WINDOW STRUCTURAL 1 � A07 = 6'-22' WOOD FRAMED ABOVE UL RATED GAS TSO ii FIREPLACE STAIR I r')I� o I , 0) °' I'! 10 GUEST BEDROOM =A� STEEL COL. PER INSTALL POOL STEEL COL. PER I `� 110 OPEN TO STRUCTURAL ALARM AT STRUCTURAL v SHEAR WALL PER ABOVE SLIDING DOOR I DN 1.. 1,. - - STRUCTURAL 8'"12 32 �I-II z IrY w J u ui u � LIVING ROOM 10-- STEEL COL. PER - � - - I ��. J I 1„ STRUCTURAL 102A -- U OAN _ �c>" I 32 T-7" 32 STEEL COL. PER REF U - o r-0 o-_-1 9" 5'-0" 1'-3" 5'-0" 9" - STRUCTURAL (V N IN Q � � - - 101A � I U r NN. m v w o � 09 109A 110A «-- - - - - - - - - - - - - ---- - J FOYER 3 > (n BATHROOM loo WC a - N cA cn U ( Q 109 SIN 101 v ih o O o o �' _ SIN -IN 1 o A06 2 SIN j " CLCL - — DINING ROOM o KITCHEN o o `�� t A06 00 co `r io 106 105 —4MIN 102 p @103 ® `� DOWNSPOUT iv WJ D- - _ _ __ __ ___. � o o it BEHIND 100A N. - SHEAR ® II N N i RAINSCREEN 108A WALL PER STRUCTURAL IN SIN HALLWAY - -- - o OFFICE ' 1® IN M ECH. R00 _-__ 4'-0"TALL GATE w/SELF 1 � � 108 UP DN � 104 104A CLOSING HARDWARE A07 08 DW FIFI 07 DOWNSPOUT BEHIND -- RAINSCREEN N Z 2 36" HIGH STEEL COI.. PER 102 02 02 1 02L STEEL 1.. 1 GLASS 1„ STRUCTURAL COLUMNS PER 4-0- T-0-" 3'-0- _ 2 8,_71„ 2 A08 13'-63„ A05 RAILING 2 1.. 1� 8 A08 R.O. 4 R.O. 4 R.O. 12 04 R.O. 3'-71.1 4STRUCTURAL y �D A� of�y.�e•"....rn,n ���A 1, 1 1„ 1„ 1. 1.. 1., 1" 3.. 1„ 3 1.. 1 � 11'-11-" 3-, 3 5-11- 3 5'-11- 3 3'-9- 5 T-6-" 3- 1 , V 2 4 2. 3'-10" 2 4 2 4 2 4 2 4 2 22'-2" 2 01 64'-02.. FIRST FLOOR PLAN a 65'-0"AS PER SURVEY BERGDES GN BOMBARA RESIDENCE FOUNDATION PLAN & FIRST FLOOR PLAN ARCH TE CT U R E 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 1725 NORTH SEA DRIVE, SOUTHOLD, NY 11971 DD PROGRESS PRINT NOVEMBER 19, 2013 SCALE: As Noted DD PROGRESS PRINT NOVEMBER 27, 2013 REF NO: 158 A01 FACADE QUOTE DECEMBER 6, 2013 DD PROGRESS PRINT DECEMBER 19, 2013 PERMIT ISSUE FEBRUARY 12, 2014 SYMBOLS LEGEND 29'-9 1/2"AS PER SURVEY 35'-2 1/2"AS PER SURVEY NEW INTERIOR/ 29'-34" 5'-42" 11'-14" 6'-04" EXTERIOR WALL 1„ 11'-91„ 51„ 51" „ 51" 11'-13„ 1„ 5,_13„ 51 11'-81", 51, ROOM 2 4 2 16'-2" 2 4-11 2 4 2 4 2 2 2 01 ROOM NUMBER 11 Le 01 9'-4" 14'-7" 3 10'-10" 1 11'-4" 3 O DOOR NUMBER 3 4� R.O. 2'-9" R.O. 7��64 R.O. 6��2 R.O. 74 -7 1� .1 1��* I T I., ,e m C01114- WINDOW hl�tWINDOW NUMBER I 1 7 N STEEL COL. PER STEEL COL. PER I A05 STEEL COL. PER 1 }— PARTITION TYPE - STRUCTURAL STRUCTURAL STRUCTURAL - -II' POOL BELOW �N 36" HIGH 1 RAILING GLASS 13 1131 13 113 13 113 SHEAR WALL PER EXTERIOR STRUCTURAL STAIR BELOW -oN o 4 A000 2 ELEVATION KEY �` �I� DOWNSPOUT DECK 36"HIGH GLASS 36" HIGH GLASS 9 `f —IN � BEHIND �, RAILING RAILING ED 2 3 RAINSCREEN N'1. _�N .-�N _� SIN A07 —104 � II oO � 04 oO 1 _ TI N KEY O = EXTERIOR EC 0 � � I D EXT _ S IN EXTERIOR A000 OPEN TO lI DECK I� DECK - _ rn t 01 n BELOW �t I, i! THROOM MIS > SHEAR WALL PER N WINDOW III w O 201 co STRUCTURAL FLOOD VENT: u' - - -_- � 2028 SMART VENT 1540-51036 HIGH RAILING 02 02 � ! F.v. � �' ,�� BEDROOM O o ; 10 BATHROOM 2058 05 05 DOWNSPOUT r D w ti w WOODEN STAIR N - - SMOKE&CARBON a °' " f SIN _ 204 c4 p BEIHIND N t- 10 LANDING OVER e7 b _ v, c_i RAIINSCREEN MONOXIDE DETECTOR Q PITCHED ROOF 'u 201A - N O rIN Q -) O r fA DECK 4 °' ~ co WINDOW - ® HARDWIRED& ROOM (D LL " w INTERCONNECTED q I" TIN rIN 2 204A O ABOVE a DOWNSPOUT c) �,, 02 el O a = �I� � N j j; BEHIND WOOD FRAMED I 05 I' O `° Q 1 RAINSCREEN 210A EXTERIOR STAIR -I I' b) x o 1N A06 2 s° TIN HALLWAY = SHEAR _ MIqt 209A 208A OVER PITCHED 200 CL SIN WALL PER - 00 A06 T203 N O ROOF MEMBRANE -) STRUCTURAL c� MASTER BEDROOM r> iv CLE205 200A = 207 N —IN os BATHROOM CL --- - ----- I N 209 208 I_ 202A 207A 206A L �N SIN 1 UP DNCL c� rbN L — i'7 205A I U. 206 C? LE l Ji ih N N -0 dE o- 00 00 00 00 05 N I SIN SCUPPER BELOW DOWNSPOUT 36"HIGH WALL 2 3 2 3, 1 1 BEHIND 2-11- 2" A08 8-114 1, A05 16'-23., 2 A08 3 RAINSCREEN 0) ECOND FLOOR PLAN I R.O MULL R.O. 3-104 R.O. 6'-8" R.O. 8'-94� -;S—CALE: 1/4" = T-0" 1, 1„ 1„ 3 1 ., - 8-1- 3- 3 3-1" 51", 16`-2-„ 31-" 3'-81-„ 31-" „ -„ 10'-53- 3-1" 5'-13_” 31-" 31-" 8'-0-1„ 1, 2 2 2 2 2 4 2 2 2 2'-1 3 2 4 2 4 4 3'-7” 2 4 2 V V IU 64'-02" 65'-0"AS PER SURVEY 1 A05 --- -- - -- ---- -- 2 SINGLE PLY A07 _ SCUPPER& ROOFING CHIMNEY - DOWNSPOUT MIEMBRANE WOODEN 36" HIGH BEHIND RAINSCREEN ROOF DECK PARAPET WALL OVER SINGLE PLY ROOFING MEMBRANE SCUPPER& - _ - - 36"HIGH - - DOWNSPOUT --------- - WOOD FENCE BEHIND - - --__ RAINSCREEN -- &GATE -- 36"HIGH PARAPET — ___- WALL AROUND STAIR WOOD FRAMED I A06 2 SCUPPER& EXTERIOR STAIR A06 DOWNSPOUT CONDENSERS OVER PITCHED - _ BEHIND RAINSCREEN PER MECHANICAL ROOF MEMBRANE - --_ talk M.1 SCUPPER& DOWNSPOUT --- - - BEHIND WOODEN STAIR I- J RAINSCREEN LANDING OVER PITCHED ROOF DECK BELOW SCUPPER BELOW 2 A08 A05 A08 D 6';P111C,� ROOF PLAN 7 SCALE: 1/4" = 1"-0" BOMBARARESIDENCE BERGDES G" N SECOND FLOOR AND ROOF Ndeft rl ARCHITECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 1725 NORTH SEA DRIVE, SOUTHOLD, NY 11971 DD PROGRESS PRINT NOVEMBER 19, 2013 SCALE: As Noted DD PROGRESS PRINT NOVEMBER 27, 2013 REF NO: 158 FACADE QUOTE DECEMBER 6, 2013 DD PROGRESS PRINT DECEMBER 19, 2013 PERMIT ISSUE FEBRUARY 12, 2014 SYMBOLS LEGEND NEW INTERIOR/ EXTERIOR WALL ROOM 0 ROOM NUMBER POOLSHOWN O DOOR NUMBER FOR CLARITY 01 WINDOW NUMBER 1 }— PARTITION TYPE PTD. HARDIE 4 A000 2 ELEVATION KEY PANEL LIVING ROOM % s GUEST 1B�EDROOM — — -- 1 . O . O° . - O A000 SECTION KEY _ ` I FLOOD VENT: o O ° ° 1540-510 S M ART VENT F.V. r " g O O O SMOKE&CARBON MONOXIDE DETECTOR _ O O HARDWIRED& O,, O _ INTERCONNECTED j O BATHROOM HALLWAY FOYER , _ _ o 107 c 100 WC O - - O KITCHEN 109 SD L 101 103 _ i DINING ROOM ® -� 105 CL _ _ 102 0 O 106 (D STAIRS SHOWN 0 OFFICE 0 " O\ 0 FOR CLARITY 108 " O 0 o MECHANICAL ROOM - -- - 104 - - ° i LIGHTING and CEILING FIXTURE SCHEDULE SLOPED STAIRS SHOWN SYMBOL TYPE OF FD(TLIRE MANUFACTURER!MODEL NO. NOTES CEILING FOR CLARITY ® BATHROOM FAN TBD e RECESSED WALL WASHER (LOW VOLTAGE) TBD FIRST FLOOR PLAN 0 RECESSED DOWN LIGHT (LOW VOLTAGE) TBD Oo RECESSED DOWN LIGHT - WET LOCATION TBD DECORATIVE PENDANT TBD r�A MONOPOINT FIXTURE-INT TBD �g DECORATIVE WALL SCONCE- INT TBD DECORATIVE WALL SCONCE- INT TBD �p FLOOD LIGHT- EXT ® UTILITY FIXTURE SURFACE MTD TBD WD.T&G SIDING o EXTERIOR RECESSED DOWN LIGHT TBD ® WALL MOUNTED STEP LIGHT - EXT. TBD ' ' _ -- , _ - - /O 0 - WD.T&G WD.T&G TBD 00 0° / \ / SIDING SIDING © UNDERWATER POOL LIGHT j EXTERIOR DECK O SMOKE DETECTOR/CARBON MONOXIDE DETECTOR TBD 1 HARDWIRED AND INTERCONNECTED 0 0 0 0 TBD UNDER CAB FIXT D. EXTERIOR DE FAN TBD ; / / WB BATHROOM' EXTERIOR DECK BATHROOM, CK ' /� \ � 201 204 I ❑F FAN CONTROL TBD I I / O44 - - 0 - ' o I SWITCH TBD BEDROOM 3 WAY SWITCH TBD 210 \ - - \ \ m 0 - O m I i -- 4 WAY SWITCH TBD i '� O f Q 0 ° DIMMER SWITCH TBD \ \ ROOM L m T SWITCH WITH INTEGRAL TIMER FUNCTION TBD PTD. O i JAMB SWITCH TBD SD i GWB SP OSPEAKER WIRE TERMINATION LOCATION TBD 0 HALLWAY O - " D 0 O NOTE CONTRACTOR TO MARK OUT ALL ELECTRICAL DEVICE AND SWITCH LOCATIONS FOR CLIENT APPROVAL BEFORE INSTALLATION 200 O O CL CL 203 ° 207 sD O MASTER BEDROOM BATHROOM °1� _ CL - = 209 208 1 _-_ 205 'I O 0 - SD - SD O7 O O O O O O ® ®CL g - - - g - 206 f . III TI SLOPED CEILING y qc SECOND FLOOR PLAN 2 SCALE: 1/4" = T-0" �aD`AL+.9 P1 dF�W'y1' BERGDESGN BOMBARA RESIDENCE FIRST AND SECOND FLOOR REFLECTED CEILING PLANS ARCH ITECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 1725 NORTH SEA DRIVE, SOUTHOLD, NY 11971 DD PROGRESS PRINT NOVEMBER 19, 2013 SCALE: As Noted DD PROGRESS PRINT NOVEMBER 27, 2013 REF NO: 158 A03 FACADE QUOTE DECEMBER 6, 2013 DD PROGRESS PRINT DECEMBER 19, 2013 PERMIT ISSUE FEBRUARY 12, 2014 POWER SYMBOL LEGEND SYMBOLS LEGEND NEW RECESSED TELEPHONE JACK a 15' A.F.F. U.O.N. NEW INTERIOR/ aD NEW RECESSED DATA JACK EXTERIOR WALL 15' A.F.F. U.O.N. ® NEW RECESSED TELEPHONE JACK ROOM 42' A.F.F. U.O.N. 01 ROOM NUMBER -4D NEW RECESSED DATA JACK 42' A.F.F. U.O.N. 0 DOOR NUMBER 10: 120V RECESSED DEDICATED WALL OUTLET COORDINATE WITH EQUIPMENT REQUIREMENTS 120V RECESSED DUPLEX WALL OUTLET O WINDOW NUMBER MOUNTED @ 15' A.F.F. U.O.N. 120V RECESSED DUPLEX WALL OUTLET /� MOUNTED @ 42' A.F.F. U.O.N. _ < 1 }— PARTITION TYPE �C 120V RECESSED DUPLEX WALL OUTLET I I_ �/ GFI MOUNTED @ 15' A.F.F. U.O.N. 1 3Q: 120V RECESSED DEDICATED DUPLEX WALL OUTLET GL GFI GFI MOUNTED @ 42' A.F.F. U.O.N. 4 A000 2 ELEVATION KEY NEW 220V RECESSED DUPLEX WALL OUTLET Fl12 / MOUNTED @ 15' AFF UON - - - - - 3 120V RECESSED QUAD WALL OUTLET MOUNTED @ 15' A.F.F. U.O.N. 1 i ;; QUEST BEDRO M I I A000 SECTION KEY 120V RECESSED DUPLEX FLOOR OUTLET - 110 I � '„ I `_' � GFI 0- NEW WALL MTD. JUNCTION BOX r SWITCH jf "SOIL FLOOD VENT: l WN LIVING ROO O O 3 WAY SWITCH SMART VENT 1540-510 F.V. �o DIMMER SWITCH ' .._.._.. .-0 . I, 3' SOIL JAMB SWITCH - _ \ I DOWN _ �. SMOKE&CARBON ❑F CEILING FAN CONTROL -"MONOXIDE DETECTOR - \ S TOUTLET HARDWIRED& 4 CABLE TV - - -- - - - - - - - - - - - - - FOYER WC GFI a INTERCONNECTED 4 THERMOSTAT BATH Fl-ROOM �+ eF EXHAUST FAN CONTROL 1 1 - Jv CL CL _.._.._.._.._.._.._.._.. :._.._.. DINING ROM KITCHEN FUTFM • :, 106 105 � - - 102 -� - -- - - - - -- - - o _ P AHU 1 RETURN PLUMBING NOTES & LEGEND �•• -------- --- --- - - -- ----------- GFI OFFICE HAi WAY EPP;NGup IECH. ROOM ALL MTD o- HOSE BIBB 108 ❑ WHIGH WALLNTU - TV EFFICIENCY GFI GFI NSTANiHOT —� t }' 'i' ', WATER HEATER �1 i o „— PLUMBING --- - - _-= -- l BOILER aecT RANE -- — 7 INSTALL ELECTRICAL VTR HVAC DUCT RUN 3"SOIL DOWN SERVICE FOR MECHANICAL AS REQ'D 3"SOIL DOWN NOTE: ALL NEW PLUMBING TO TIE INTO 4" PVC WASTE LINE & PROVIDE INSULATED P.T. PLYWOOD CHASE TO GROUND INSTALL HOUSE TRAP &CONNECT TO NEW SANITARY SYSTEM. FIRST FLOOR PLAN PROVIDE AND INSTALL NEW 1200 GAL 1 UNDERGROUND PROPANE TANK AT LOCATION SHOWN AND ALL ASSOCIATED PIPING,VALVES, REGULATORS TO CONNECT TO RESIDENCE. MECHANICAL NOTES & LEGEND PROVIDE AND INSTALL NEW FULLY OPERATIONAL HEATING AND COOLING SYSTEM. TEST/AND BALANCE SYSTEM AFTER INSTALL. COMPONENT SPECIFICATION: CONVENTIONAL GAS BOILER PROVIDE AND INSTALL ALL ASSOCIATED, CONTROLS, WIRING, PLUMBING, MANIFOLDS, LIP CONVERSION, SIDE WALL VENTING AND OUT DOOR TEMP RESET CONTROL AND ASSOCIATED PARTS. ALLOW CONTROL FOR 3 ZONES. ! f� BUDERUS GA124 -30 123,000 BTU OUTPUT AIR HANDLER :I' \ /VTR j VTR PROVIIDE AND INSTALL NEW AIR HANDLING I 4• �. I UNITS, CONDENSER AND ALL ASSOCIATED CONTROLS AND PARTS. - I - - TANKLESS HOT WATER HEATER , ' OPEN TO i PROVIIDE AND INSTALL ALL ASSOCIATED, !! BELOW i CONTROLS, WIRING, PLUMBING, MANIFOLDS AND E I THROOM i ASSOCIATED PARTS. i _ _ `! RINNA�I RI-94i BE4DR ( M I > / 3"SAIL DOWN GFI i �� BATHRO i 204 a ! PROVIDE NEW DUCT WORK WITH a' SOUND ATTENUATING LINING TO NEW GRILL LOCATIONS i ROOM a NEW GRILLS IN WOOD FLOOR- FLUSH WOOD GRILLS MATCHINGI 'r�� ❑ 3 SOIL �-- -i FLOOR COLOR ' I HALLWAY CL 200 DOWN GRILLS IN TILE FLOOR-BRUSHED 2 3 AHU CL MASTER BEDROOM ALUM LOUVER3 BATHROOM CL — - - -__- - -- ® PROVIDE AND INSTALL NEW 09 _ — 208 REFRIGERANT J I GRILL AT NEW LOCATION PIPE CHASE YZCL lr' r AHU © AH U 1 1/2 TON 3 'i UPRIGHT AIR ALL EXPOSED DUCTWORK BELOW L.._ _ --- - .._.._.. - - - -- - -- ---- - - :, HANDLER FIRST FLOOR TO BE ENCASED IN P.T. 'TR 1 1/2 TON PLYWOOD SURROUND UPRIGHT AIRHANDLER VTR 3"SOIL DOWN SECOND FLOOR PLAN tt 4 aj- nn BERGDES G BOMBARA RESIDENCE FIRST AND SECOND FLOOR POWER AND MECHANICAL PLANS ARCHITECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 1725 NORTH SEA DRIVE, SOUTHOLD, NY 11971 DD PROGRESS PRINT NOVEMBER 19, 2013 SCALE: As Noted A04 DD PROGRESS PRINT NOVEMBER 27, 2013 REF NO: 158 FACADE QUOTE DECEMBER 6, 2013 DD PROGRESS PRINT DECEMBER 19, 2013 PERMIT ISSUE FEBRUARY 12, 2014 MAX ALLOWABLE HT ABOVE EXISTING GRADE ELEV.41'-6" T.0 PARAPET ELEV.40'-3112" B.M. +26'-3112" - - STUCCO SPECIFICATIONS STUCCO SYSTEM COMPANY: STO OF N.J. INC. ,IikT.0 ROOF 22'-2" CONTACT: MARK ORLANDO -- -- --- --- ----- ---- - -- -- - -- --- TEL: 973 890 5650 B.M. +22'-2" WEB:www.stonewiersey.com COLOR: 9433 STO WHITE 2nd FLR.CEILING --__— _ FINISH: 158-LIMESTONE B.M. +20'-0" - - - I � -------- -- IMPACT RESISTANT III ' III i WINDOWS& DOORS P. ILII , I ---— 6 HIGH 36" HIGH 36"GLASS 3 GLASS GLASS RAILING I� RAILING RAILING SECOND FLOOR \ B.M. +11'-0" - - 1st FLR.CEILING B.M.+9'-0" STUCCO - --- - IMPACT RESISTANT DOORS IMPACT RESISTANT 36"HIGH GLASS WINDOWS& DOORS RAILING (TYP.) I - FIRST FLOOR ELEV. 14'41 B.M.-0'-0" _ ------ — -- - - - WOOD FACING ON CONCRETE POOL SHELL EXTERIOR BREAKAWAY WALL EXISTING GRADE ELEV.6'-6" 1 NORTH ELEVATION FLOOD VENTS MAX ALLOWABLE HT ABOVE EXISTING GRADE ELEV.41'-6" T,0 PARAPET ELEV.40'-3112" B.M.+26'-3112" - -- -- WOOD SIDING — ---- --_ - ----- -- ------ ----- T.0 ROOF ELEV.36'-2" — - - ---------- - - - - ---------- B.M.+22'-2" -- - WOOD SLAT SUNSCREEN 2nd FLR.CEILING - — ------ - - -- --- --- ---- - ihF- ----- B.M.+20'-0" ------ I -=-- - - - ----_- -__=____ ---- - - - - -,_ r1 - II rJ II. f IMPACT RESISTANT WINDOWS IMPACT RESISTANT WINDOWS & DOORS (TYP.) &DOORS (TYP.) f STUCCO SYSTEM IIII J SCUPPER III I f III IIID. "_ f SECOND FLOOR — B.M.+11'-0" - -- 1st FLR.CEILING f B.M. +9'-0" WOOD SLAT SUNSCREEN CORNER WINDOW IF -- -, 36" HIGH GLASS RAILING FIRST FLOOR ELEV, 14'-0" - --- - ----- -- - - ------ --- ---- r - EXTERIOR WOOD STAIR ; BREAKAWAY WALL -- ------ — ---- - --- -- - GRADE:9'-0" - - - -- ---- - -- —-- - 4'-0"TALL POOL GATE w/SELF CLOSING HARDWARE&LATCH @ 48" � D A,% NOTE: WOOD SIDING � '� �< � GRADE RAISED TO ALLOW NEW SEPTIC SYSTEM TO MEET CODE: FLOOD VENT RADE:6'-6" SEE APPROVED SITE SURVEY FLOOD VENTS 2 SOUTH ELEVATION �. BOMBARA RESIDENCE STUCCO SIDING ELEVATIONS BERGDES G A05 ARCHITECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 1725 NORTH SEA DRIVE, SOUTHOLD, NY 11971 DD PROGRESS PRINT NOVEMBER 19, 2013 SCALE: As Noted DD PROGRESS PRINT NOVEMBER 27, 2013 REF NO: 158 FACADE QUOTE DECEMBER 6, 2013 DD PROGRESS PRINT DECEMBER 19, 2013 PERMIT ISSUE FEBRUARY 12, 2014 CONTINUOUS PARAPET VENTING - CORROSION RESISTANT SCREEN MAX ALLOWABLE HT ABOVE EXISTING GRADE ELEV.41'-6" MAX ALLOWABLE HT ABOVE EXISTING GRADE ELEV.41'-6" ( /4 MAX OPENINGS) s T.0 PARAPET ELEV.40'-3112" T.0 PARAPET ELEV.40'-31/2" METAL COPING CONTINUOUS LEAD COATED - — - — B.M.+26'-3112" - - --- - 7 777---7777-- --- -- -- -- -- - - - -- COPPER FLASHING B.M.+26'-3112" SCUPPERS&DOWNSPOUTS STUCCO RAINSCREEN UNDERLAY TO PROVIDE CANT STRIP ISOLATION OF METAL FLASHING TAPERED INSULATION BEHIND RAINSCREEN SYSTEM SYSTEM - TO FRAMING 22 T.0 ROOF ELEV.36'-2" T.0 ROOF ELEV.36'-2" - - - WHITE EPDM ROOF - - - - -7777-- - ----- 7777-- - + -- --- -7777— - - l - 30LB BUILDING FELT B.M.+22'-2" — — B.M. +22' 2„ MN II II 11' 2nd FLR.CEILING - ------- 2X6 -- 2nd FLR.CEILING -- - + - - -- - -- --- - FRAMING =- B.M.+20'-0" I __ I B.M. 20'-0° - - - - -- -- -- -- _ _ -- ------7777 _ I /a PLY WD SHEATHING I' 30 LB BUILDING FELTUU j WOOD T&G SIDING - - II TNT li II, Ii II I I II - - - -- I I DOWN SPO ND 3. RAINSCREEN SYSTEM j I32 SECOND FLOOR SECOND FLOOR I I / "GWB - I - - -- 7777 --- _ B.M.+11'_0" STUCCO RAINSCREEN B.M.+11'-0° i _ R38 KRAFT FACED 1st FLR.CEILING SYSTEM - iRn ,' I', FIBERGLASS INSULATIO _ 7777 - — 1st FLR.CEILING _..- --- -I' ---- B.M.+s'-o" II B.M.+9-o III I ' RAINSCREEN PARAPET DETAIL II III %i' PTD.GWB WOOD CLADDING IMPACT RESISTANT INSULATION ( I I GLASS RAILING OVER POOL SHELL WINDOWS& 31 l GLASS RAILING DOORS (TYP.) EIFS - 3/ " PLY SHEATHING _ NE BREAKAWAY WOOD WALL PER WEATHER PROOF I FEMA TECHNICAL BULLETIN 9 lllli i WRAP FIGURE 13&TABLE 1A FIRST FLOOR ELEV. 14'-0" I _ - 7777-- - - - - -7777-- -- - - FIRST FLOOR ELEV. 14'-0"' I � — 7777 --- - -- 7777- -- B.M.-0'-0" 1122 B.M. 0'-0° - - -- i `M I - _. --- - SEE STRUCTURAL - RE- - _--- --- - -- - -I DRAWINGS NX FLOOD VENTR-30 BATT INSULATION -- - 7777-- II --- - - 7777- - 7777-7777 - - GRADE:9'-0" I 1+ I 30 LB BUILDING FELT _ NOTE: EXISTING GRADE ELEV.5'-6" _ _ _ GRADE RAISED TO ALLOW NEW %"PLY WD SHEATHING - - -- SEPTIC SYSTEM TO MEET CODE: - EXISTING GRADE ELEV.6'-6" I I - _-_ _ _ —_ _ � B.M.-7'-6" SEE APPROVED SITE SURVEY B.M.-7'-6° FLOOD VENT ACCESS DOORS CONTINUOUS LEAD FOR POOL COATED COPPER HEAD EQUIPMENT WEST ELEVATION FLASHING n 1 EAST ELEVATION 2 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" AWNING WINDOW AS (�4) RAINSCREEN BASE DETAIL SCALE: 1-1/2 - 1 0 11„ 1" PER SCHEDUILE 2 PTD.WD, fir` -.7-11 Sheathing Sto Drainage EPS - - - -- 1l'I( - ---- CASING g 1 Insulation Board Structural �I�'! k Secondary Weather Resistive INSIDE 4'_p" _ Secondary Weathe I (See note #3 below) Frame k Barrier "' ''' Sto Drainage EPS Insulation (1219 mm) 0 Resistive Barrier �' ` Board (See note #5 below) Structural - \ / Sto Armor Mat Framing embedded in Sto I I _ 77 77--7777-- 7777 Starter VIII Base Coat Track I I I I Sto Mesh embedded I I 4" (100 mm) minimum Ili OUTSIDE in Sto Base Coat Sheathing = I ,' I I Starter Track with � I A - p i Wee Holes - CEDAR JAMB �� I I EDGE OF SILL _ __________ , mm —' ' to Mesh embedded in _-----____ �ii ; ^ (610 ) I I Sto Flexyl Base Coat 2" (50 mm) minimum ---___ --- - 7777--===_------- %, S ----===_= Note: y BELOW --------------------- Secondary %'_ `\ ------7777-- -- -7777-- Protect rimed with /_• Weather Resistive �.,�j�j :", _'�'� _� Prot t (Sto Flexyl p — Barrier risingdam Sto Primer) ; EIFS BACK WRAP i%/i. = p Continuous Leakproof- Barrier , — Sto Finish Coat / /% Flashin with End SEALANT AND by codas required 1% III I BACKER ROD Sto Drainage Y ) i 11 PLAN WINDOW DETAIL EPs Insulation j (See note 6.) Board 5 _ - SCALE: 3" - 1'-0" -1 -1 4,> / Sto Flexyl -I -- l n i J \x, r� //^ —(31 mm) ►• I -- I�!II I Iii - - _;, - �- - Fastener � ' ' ' 518 PLY SHEATHING and Plate 1/2 - i,. (13mm) (6 mm) - -- BUILDING WRAP Sto Base %;.-,: ';: .� - 1 4 - 11I! ( ) (25 mm) -- -- 2X FRAMED HEADER coat j �;, ,,,i 6 mm Backfill ,, , .v _ Sto Mesh 1 ALUM. HEAD � -' � � � Drainage Material II -� - � SheathingSealant _ I I F SHING'WI DRIP Drainage Mat Sto Finish � '— g ' -- �.N Coat \' 1_1/2>, Sto Mesh embedded fu; ( ) Secondary Weather 38 mm Perforated Resistive Barrier I' in Sto Base Coat CEDAR , Drainage N . y, / Tubing �- Sto Finish Coat HEAD ���;� �//,i,.�- --7777-- -- ' �, ,., • 7777- - -- --- �� !I 7777_- - - - C DAR SILL: �� i � . • : - Notes: S OPED TO Starter Track _ • • • Notes: 1. Gap wood sheathing edge and end joints in accordance with t � �^":"� ��•.� DRAIN _ ,- = _ _ With Weep Holes . ' ��, 1. Nominal 1.0 Ib/cu.ft. (16 kg/m3) Expanded Polystyrene ((EPS) Insulation Board. � .� APA (American Plywood Association) recommendations. - 2. Seal penetrations through flashing where attached to framing. ,�r�;,� 0" '' i Notes: • •• . 0 - 2. Complies with ASTM C 578 Type I requirements _ " 3. Distance of EIFS to deck varies with climate. Allow sufficient +.n 1. Secondary weather resistive barrier as required by local code, . ,!. P 3. Complies with EIMA Guideleine Specification for Expanded Polystyrene EPS P P g gsystem. p• P P (EPS) -, � distance to prevent snow/ice and puddling water against (e.g. Southern Building Code, minimum one layer Type 15 feltNotes: - 4. Secondary weather resistive barrier as required b local code, e. Southern �l � Insulation Board. '�-•® � waterproof building paper or equivalent). \ rY q Y ( 9• FULLY SOLDERED LEA ---� 1. Not recommended to extend finish coat below grade. Terminate finish coat minimum 8" (203 mm)) Building Code, minimum one la er Type 15 felt, waterproof building paper 2. Sto Drainage EPS Insulation Board minimum 1-1/2" (38 mm) thick. 4. Minimum 1-1/2" (38 mm) thick. 9 Y YP P 9 P P above grade, higher for snow regions. or equivalent). COATED COPPER SILL 2. Secondary weather resistive barrier as required by local code, (e.g., Southern Building Code, minimum one layer Type 15 felt, waterproof building paper or equivalent). 5. Sto Drainage EPS Insulation Board minimum 1-1/2" (38 mm) thick. g B / (38 mm) thick. 6. Pressure treated wood (space from flashing or rout backside to provide drainage). "' FLASHING'W/END DAM 3. Sto Draina e EPS Insulation Board minimum 1-1 2' SEALANT AND BACKER Sto RainScreen on Wood Dw No. 9.00 STO Dw No. 9.01 Dw No. 9.10 g 4_F6SPERWALL STO 9 Sto Drainage EPS Insulation Board g STO Grade Condition with Waterproofed Foundation g STO Wood Deck Connection Dw No. 9.32 ROD W/WEEPS ALL Frame Construction NTS RainScreen NTS NTS NTS DETAIL �\ RainScreen RainScreen RainScreen AROUND EIF System EIFS BACK WRAP January 1997 January 1997 January 1997 January 1997 HEAD & SILL WIND DETAIL •--- --- 6 SCALE: 3" = 1'-0" BERGDES G N BOMBARA RESIDENCE STUCCO SIDING ELEVATIONS & DETAILS ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 1725 NORTH SEA DRIVE, SOUTHOLD, NY 11971 DD PROGRESS PRINT NOVEMBER 19, 2013 SCALE: As Noted DD PROGRESS PRINT NOVEMBER 27, 2013 REF NO: 158 FACADE QUOTE DECEMBER 6, 2013 DD PROGRESS PRINT DECEMBER 19, 2013 PERMIT ISSUE FEBRUARY 12, 2014 MAX ALLOWABLE HT ABOVE EXISTING GRADE ELEV.41'-6" T&G WOOD - -- - - ---- ---- - . - SIDING -- -- -TO PARAPET ELEV.40'-3112" - - -- -- ---- -------B.M. +26-3112 -- --- -- - - ---- - � -- ---- --- - - - _ __ ROOF DECK OVER TAPERED ---------- - - - - - --- -- - - - -- - -- SLEEPERS ON SINGLE PLY - 36"TALL PARAPET WALL - _- - -- - --_------_-_------- _ --_-- ROOFING MEMBRANE I TEMPERED - ROOFING - -" -- - T.0 ROOF ELEV.36'-2" - — — �- _ I :; I t= :_ - .,r: -- —_ _ r ,. 77717,M_;- GLAZING AS MEMBRANE _ _� rr,1 t, �tc,a�t„lE�,,,II,,I: ,�. I i ,,,; ,; �,,,;,, .,. , ( ,, ,.r,,. -;,}:-:;_r,t_�'1_'r':;i;;•;�;i;:r i iti,tu,, , ,r,, �k11 t :;•ti ;;, B.M. +22'-2° A) --- 14 "TJI--16"O.C. _ -- - PER WINDOW -- - BELOW STAIR- --- I `I -- - -- - 14 TJI's @ 16 O.C. -- TYPICAL ROOF CONSTRUCTION: -- LT� �- - - - � -- --� {� --r - k ---II' - � rt SINGLE PLY ROOF MEMBRANE 2nd FLR.CEILING SCHEDULE - +- ' - - - -- 3/4"PLYWOOD SHEATHING - BB.M. -- +2 " 14"TJI ROOF RAFTERS w/R-30 INSULATION 00 5/811 WB G INTERIOR FINISH TYPICAL WALL CONSTRUCTION: SYNTHETIC STUCCO FINISH i 1 1/2"THICK RIGID INSULATION BATHROOM CLOSET - - HALLWAY MASTER BLUE SKINARRI B ER WRAP - CLOSET 3/4"PLYWOOD SHEATHING I I;[ III 2 X6 WAL FRAMING W/R19 INSULATION - STEEL BEAM STEEL BEAM 5/81GWB ON INTERIOR WALL CAVITY FOR % --- ROOF DRAINAGE / - 36" HIGH PER STRUCTURAL ! PER STRUCTURAL DOWNSPOUTS - - ---- RAILING - SECOND FLOOR - B.M. 11'O" 4 ,v @ .1 I ---- ---- P,'�IIi 12 TJI's 16 o.c. II I - + d 12 TJI sA 16 0.Cy 1�I 4 �4i - - @ ! l STEEL BEAM PER STRUCTURAL 1st FLR.CEIL.NG EXTERIOR DECK -- _- - - r - - --- - - B.M.+9'-0" FRAMING: 71/4" 4"STEEL COLUMN PER LVL's @ 12"O.C. \ ! _--- - _ 11 ! STRUCTURAL \ -----_- --- MECHANICAL DINING OPEN TO ___-- _______- _ ROOM ROOM OFFICE / KITCHEN IMPACT RESISTANT WINDOWS HALLWAY - -- - - & DOORS (TYP.) I, FIRST FLOOR CONSTRUCTION: �I L-- - - -� -- --- J 3/4"T&G STRIP FLOORING -- ' n I' -- — — --- — -- ----- 4 -- ' _ i it 3/4"PLYWOOD FIRST FLOOR ELEV. 14-0 1 II I (V -@ a lV -_I-- d _ I .. _ I�_. �VV, - - Y __ @ 16 O.C. I yI li - y' 1': 2 X 12 W/R30 INSULATION B.M. 0'-0" STEEL BEAM PER 2 x 12 FJ s 16 O.C. I h 2 x 12 FJ's V STRUCTURAL - - TREATED PLYWOOD ON EXPOSED SIDE OF ASSEMBLY FLOOD VENT --- -- -- --- - -- -- -STEEL BEAM PER _ - -- -- - - --- BREAKAWAY WOOD — - - -- --- STRUCTURAL — - --- --- - - - - - -- - - --- - -- TYPICAL WALL PER FEMA TECHNICAL - --- - -- -- - -- - -fit-- - - CHIMNEY ° MAX ALLOWABLE HT ABOVE EXISTING GRADE ELEV.41'-6" MAX ALLOWABLE HT ABOVE EXISTING GRADE ELEV. TO PARAPET ELEV.40'-3112" TO PARAPET ELEV.40'-3112" 6'-3112" i TYPICAL ROOF CONSTRUCTION: 36"HIGH PARAPET WALL - - TYPICAL ROOF CONSTRUCTION: B.M. +26'-3112" B.M. +2 SINGLE PLY ROOF MEMBRANE q �j I �� �`') TAPERED SINGLE PLY ROOF MEMBRANE ING ROOF DECK ON D HEATH �i �� 3/4 PLYWOOD S 3/4 PLYWOOD SHEATHING " R w/R-30 INSULATION SLEEPERS OVER SINGLE PLY T.0 ROOF ELEV.36-2 — - �'I 14"TJI ROOF RAFTERS w/R-30 INSULATION 5/8 GWB INTERIOR FINISH III ROOF MEMBRANE -- TO ROOF ELEV.36-2-_ _ _ _ 5/8"GWB INTERIOR FINISH 14 TJI R �, , ,- -', STEEL BEAM PER --- -- - " ,7 , , ,, " . , -�-,-,-a-A "-�--�,- -�- -,-, � � " , �-,-�- -,-,-� --- —- - - „ �' y J-- 14"TJI's 16"0 X r r— STRUCTURAL STRUCTURAL 14"LVL PER STRUCTURAL B.M.+22-2 .0 uuuu - - I @_ k u u u� B.M. +22'2 STEEL BEAM PER � ' 2nd FLR.CEILING �z 2nd FLR. CEILING �'. EXTERIOR STAIR UP — — ----- ---- B.M.+2O'-O" - B.M. +20'-O" TO ROOF DECK MECHANICAL PLENUM TYPICAL WALL CONSTRUCTION: ' GWB 7 b -ri SYNTHETIC STUCCO FINISH 1 1/2"THICK RIGID INSULATION , BLUE SKIN BARRIER WRAP CL MASTER EXT. OPEN 3/4"PLYWOOD SHEATHING BEDROOM DECK V 2 X 6 WAL FRAMING W/R19 INSULATION HALLWAY 5/8"GWB ON INTERIOR T-0"TALL"FRAMELESS" HIGH GLASS RAILING TEMPERED GLASS RAILING STAIR r ` STEEL BEAM PER t STRUCTURAL LVL's PER SECOND FLOOR — --- — = =- - - --- - - - SECOND FLOOR - - - ---- - - - STRUCTURAL - -- - B.M.+11'-0" STEEL BEAM PER y I- --- 12"TJI's @ 16"O.C. -- - _ - v -` STEEL BEAM PER B.M. +11'-0" r i' STRUCTURAL - — - - STRUCTURAL 1st FLR. CEILING =� _ PSL PER SRUCTURAL_ 1st FLR.CEILING --- - —B.M.+9'-O" DECK DRAIN B.M, +9'-0" • TYPICAL WALL CONSTRUCTION: SYNTHETIC STUCCO FINISH 1 1/2"THICK RIGID INSULATION STEEL COLUMN PER STRUCTURAL B 4U PLYWOOD SHEATHING A FIRST FLOOR CONSTRUCTION: DINING OPEN TO WOOD POOL DECK OPEN CLOSET „ FRAMING W/R19 INSULATION 3/4"T&G STRIP FLOORING ROOM HALLWAY 36"GLASS RAILING TO 5/8 GWB ON INTERIOR 3/4"PLYWOOD HALLWAY V 2 X 12 F.J.'s w/R30 INSULATION 36"GLASS RAILING TREATED PLYWOOD ON EXPOSED SIDE OF ASSEMBLY % T-0"TALL"FRAMELESS" FIREPLACE GLASS RAILING FIRST FLOOR CONSTRUCTION: 3/4 T&G STRIP FLOORING - FLOOR 14'.0" 3/4"PLYWOOD FIRST FLOOR ELEV. 14'-0" Ir -- r _ , , , ,� _ \ - - - --- - -- -- - ---- FIRST L OR ELEV. - -- - ----=-- �_--- - -- � � � , , � , , , , , � , , , , , , � , , , , , , , , , , I , 1-, , , , , , I 2 x 12 w/R30 INSULATION 1 11 � , / , B.M.-O-O u uuu� @ , Y uY ) 12 CONCRETE POOL WALLS M• O' O" TREATED PLYWOOD ON EXPOSED SIDE OF ASSEMBLY - -- 2 x 12 rJ's 16 �.�. -- — - - - A 1 n A /. � DROPPED STEEL GIRDER PER STRUCTURAL GUNNITE POOL SHELL - STEEL BEAM PER BREAKAWAY WOOD WALL PER • FORMED INSIDE CONCTETE - _- - - - - STRUCTURAL FEMA TECHNICAL BULLETIN 9 DROPPED STEEL GIRDER a STEM WALL FOUNDATION _--_ FIGURE 13&TABLE 1A PER STRUCTURAL ___ TYPICAL FOUNDATION PILE _ WINDOW SCHEDULE * VIF ALL R.O. DIMENSIONS BEFORE ORDERING WINDOW TYPES NO. TYPE ROUGH OPENING FRAME SIZE MATERIAL OPERATION MANUFACTURER NOTES VARIES VARIES VARIES WIDTH HEIGHT WIDTH HEIGHT 102A A 4'-1/2" 5'-1/2" 4'-0" 50-0" ALUM FIXED U) w w 102B g 4'-1/2" 5'-1/2" 41-0" 5'-0" ALUM SLIDING PROVIDE SCREENS Q Q Q 102C g 4'-1/2" 5'-1/2" 41-0" 51-0. ALUM SLIDING PROVIDE SCREENS / 102D A 4'-1/2" 5'-1/2" 4'-0" 5'-0" ALUM FIXED 107A A 3'-1/2" 9'- 1/2" 3'-0" 91-01, ALUM FIXED TYPE A TYPE B TYPE C FIXED WINDOW SLIDING WINDOW AWNING 108A C 4'-1/2" 5'-1/2" 4'-0" 51-0- ALUM AWNING PROVIDE ALUM EXTRUSION TO COVER FIELE) eORNER MULL 108B C 4'-1/2" 5'-1/2" 4'-0" 51-0. ALUM AWNING PROVIDE SCREENS 109A D 2'-1/2" 4'-10 1/2" 2'-0" 4'-10" ALUM CASEMENT PROVIDE SCREENS VARIES 110A A 9'-1/2" 2'- 1/2" 9'-0" 2'-0" ALUM FIXED 110B C 5'-5 1/2" 3'-1/2" 5'-5" 3'-0" ALUM AWNING PROVIDE SCREENS 110C A 5'-5 1/2" 6'- 1/2" 5'-5" 6'-0" ALUM FIXED FACTORY MULL TO 110 D 110D A 41-1/2" 9'-1/2" 4'-0" 91-0. ALUM FIXED FACTORY MULL TO 110 C 113A A 91-9. 3'-0 1/2" 9'-8 1/2" 3'-0" ALUM FIXED FIELD MULL TO OTHER 113 UNITS 113B A 4'-11" 6'-6 1/2" 4'-10 1/2" 6'-6" ALUM FIXED FIELD MULL TO OTHER 113 UNITS w 113C A 4'-11" 7'-0 1/2" 4'-10 1/2" 7'-0" ALUM FIXED FIELD MULL TO OTHER 113 UNITS > 113D A 4'-11" T-0 1/2" 4'-10 1/2" T-0" ALUM FIXED FIELD MULL TO OTHER 113 UNITS 113E F 4'-11" 3'-61/2" 4'-10 1/2" 3'-6" ALUM AWNING FIELD MULL TO OTHER 113 UNITS PROVIDE SCREENS 113H A 4'-11" 6-61/2" 4'-10 1/2" 6'-6" ALUM FIXED FIELD MULL TO OTHER 113 UNITS 1131 A 91-9.1 3'-1/2" 9'-8 1/2" 3'-0" ALUM FIXED FIELD MULL TO OTHER 113 UNITS TYPE D 113J D 4'-11" 7'-1/2" 4'-101/2" T-0" ALUM FIXED FIELD MULL TO OTHER 113 UNITS CASEMENT WINDOW 113K D 4'-11" 7'-1/2" 4'-10 1/2" T-0" ALUM FIXED FIELD MULL TO OTHER 113 UNITS 113L A 4'-11" 3'-61/2" 4'-101/2" 3'-6" ALUM FIXED FIELD MULL TO OTHER 113 UNITS 9'-74" 200A E 9'-7 3/4" 8'-4" 9'-7 1/4" 8'-3 1/2" ALUM FIXED TRIANGLE SHAPE WINDOW 2008 A 4'-1/2" 5'-1/2" 4'-0" 5'-0" ALUM FIXED 200C g 4'-1/2" 5'-1/2" 4'-0" 5'-0" ALUM SLIDING PROVIDE SCREENS 200D g 4'-1/2" 5'-1/2" 4'-0" 5'-0" ALUM SLIDING PROVIDE SCREENS 200E A 4'-1/2" 5'-1/2" 4'-0" 5'-0" ALUM FIXED � 104 201A D 2'-1/2" 6'-1/2" 2'-0" 6-0" ALUM CASEMENT PROVIDE SCREENS 00 202A C 6'-11 1/2" 3'-1/2" 6'-11" 3'-0" ALUM AWNING FACTORY MULL TO 202 B PROVIDE SCREENS 202B A V-11 1/2" 6'- 1/2" 6'-11" 6'-0" ALUM FIXED FACTORY MULL TO 202 A 204A D 2'-1/2" 9'-1/2" 2'-0" 9'-0" ALUM CASEMENT PROVIDE SCREENS 205A A 3'-61/2" 9'-1/2" 3'-6" 9'-0" ALUM FIXED 205B C 7'-6 1/2" T-1/2" T-6" 3'-0" ALUM AWNING FACTORY MULL TO 205 D PROVIDE SCREENS TYPE E 205C A 7'-6 1/2" 6-1/2" 7'-6" 6'-0" ALUM FIXED FACTORY MULL TO 205 C TRIAGLE WINDOW 205D A 9'-71/2" 2'-1/2" 9'-7" 2'-0" ALUM FIXED 209A D 2'-1/2" 6'-1/2" 2'-0" 6'-0" ALUM CASEMENT PROVIDE SCREENS NOTES: 210A A 9'-3" 2'-1/2" 9'-21/2" 2'-0" ALUM FIXED 1. ALL GLAZING TO BE LOW-E AND IMPACT-RESISTANT 210B C 5'-5 1/2" V-1/2" 5'-5" 3'-0" ALUM AWNING FACTORY MULL TO 210 C PROVIDE SCREENS 2. EXTERIOR FINISH COLOR TBD 210C A 5'-5 1/2" 6'-1/2" 5'-5" 6'-0" ALUM FIXED FACTORY MULL TO 210 B 3. INTERIOR FINISH TBD 4. ALL HINGED DOORS TO BE ORDERED w/STAINLESS STEEL HINGES 5. ALL HANDLE FINISHES TO BE BRUSHED STAINLESS STEEL 6. ALL GLAZING AT FLOOR LEVEL UP TO T-0"ABOVE THE FLOOR TO BE TEMPERED 7. INTERIOR GLAZING TO BE LAMINATED I EXTERIOR GLAZING TO BE TEMPERED EXTERIOR DOOR SCHEDULE * VIF ALL R.O. DIMENSIONS BEFORE ORDERING NO. TYPE ROUGH OPENING FRAME SIZE MATERIAL SWING MANUFACTURER HARDWARE SET NOTES WIDTH HEIGHT WIDTH HEIGHT 100A A 3'-0 1/2" 9'-0 1/2" 36'-0" 9'-0" ALUM. LH -- HOPPE VERONA HANDLE LOCKSET-SS 102A C 32'-1/2" 9'-0 1/2" 32'-0" 9'-0" ALUM. SLIDING -- -- BRUSHED STAINLESS STEEL EXTERIOR HARDWARE 200A A 3'-0 1/2" 9'-0 1/2" 3'-0" 9'-0" ALUM. RH -- -- BRUSHED STAINLESS STEEL EXTERIOR HARDWARE 202B B 4'-0 1/2" 9'-9 1/2" 4'-0" 9'-0" ALUM. SLIDING - -- BRUSHED STAINLESS STEEL EXTERIOR HARDWARE 205B B 4'-0 1/2" 9'-0 1/2" 4'-0" 9'-0" ALUM. SLIDING -- -- BRUSHED STAINLESS STEEL EXTERIOR HARDWARE 2108 B 4'-0 1/2" 9'-0 1/2" 4'-0" 9'-0" ALUM. SLIDING -- - BRUSHED STAINLESS STEEL EXTERIOR HARDWARE DOOR TYPES VARIES 4'-0" VARIES 32'-0" / MUST 0 0 BY PASS \ 0 WINDOW 00 \ UNITS TYPE A TYPE B TYPE C HINGED DOOR D ar�w SLIDING DOOR SLIDING OR LIFT&SLIDE NOTES: ° 1. ALL GLAZING TO BE LOW-E AND IMPACT-RESISTANT � `u 2. INTERIOR GLAZING TO BE LAMINATED/EXTERIOR GLAZING TO BE TEMPERED 3. ALL HINGED DOORS TO BE ORDERED w/STAINLESS STEEL HINGES 4. ALL HANDLE FINISHES TO BE STAINLESS STEELci BERGDES GN BOMBARA RESIDENCE WINDOW & DOOR SCHEDULE ARCHITECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 1725 NORTH SEA DRIVE, SOUTHOLD, NY 11971 DD PROGRESS PRINT NOVEMBER 19, 2013 SCALE: As Noted Al 7 DD PROGRESS PRINT NOVEMBER 27, 2013 REF NO: 158 FACADE QUOTE DECEMBER 6, 2013 DD PROGRESS PRINT DECEMBER 19, 2013 PERMIT ISSUE FEBRUARY 12, 2014 1 2 3 44 5 6 7 8 9 --_ I I - THE P OL CONTRACTOR WILL NEED TIMBER OR HELICAL PILE FOR P OL CONSTRUCTION - - i - 44 N-- II 11 rI POOL 0 I I O i W12X16 COLUMN UP W12X16 COLUMN UPI�i HSS4x6x3/8 -IMSF-®T®T®T® Iwo' ]11115 -mm� _111103-10 -im-1m-® ®l® ®,1 II 1 II - - - -- UP II STE��_PIL COL UP . W 1_0 X-12 FL-US-H--W- bOD,PAC WE SII 11 11 eII I I �iCAP LATED¢UBL �X12CCA 4S DROP IRDE S-- II II II i o C _ _ _- - --- -I- -, -� - - - -- �- - - — — i� .�. �I �. �. .T_ - --- -- _ 1 ►- PILE BRACING STEEL PILE PILE BRACING Z Q 1 I II �'I I I LL I II II II II II II II 1� l I IcA i PLATE J I) !I II II i - ,I it II II II III II II I IIIlli �— - --- - -- - - - , b - D 11, ILI 1 cn Icy z M I w W la II II II II II IIS �I' 1� .I 11 .I 1� II II ! II �, II 11 II II I J Y W W WOOD POO DECK ABOVE s I'II II II III it II 11u- eIw II II II IJ II II II 'll "CI II X o li 1 ' I i� 1 ® :l _ - jJ -11 SOLID BLOCK OVER UTSIDE STEEL BEAM W 10 X 22 DRO ILE GAP- -- Lu 1 a I la a 1 WOOD PACK WEB I � IN — IIoc�Tl—II �I ® ® ®I ® ® � ® ® ' I® ® ® ® ® ei - 1 d�I - - - - ING , - . 4,0 EXTRA STRO { -_--a r - a PILE x G 1 HSS 5x x3/8 I - 11E sRa IL - I STRONG II II II 'I " it II 'I �, - - - ='--_ - I ,, ��-i 11 .—'i— S EEL I COL I PILE BRACING P LATE' I PIPE'COLJMN UF' I 4 0 EXTRA - 1 1 11 i PIPE bOLUMN UP 1 - - -- ---- - - ----_ -- -_ - -- - - - -- -- - - -- II- � �.1 I oI1 L ll it -- II _ 11 --�1 _ -- F "'I — — ST VERICAL _ -- I -�' - - - - z w LATE WIDTH ADJUSTED TO IT - -- I I I' STEEL PILE I I I I I i IDOUO X 2 CC'A S4$I DROP'GIRDERS ~ v OVER WOOD G1 DEkS Q 'I 1 II II II II ! II II 1 CAP PLATE I° II 1� II II .I w Ilm II LLII '- Z 1 CO Iv _� I la x I I I I al FL X i w1 IZ !I II II II II IIZI I II I� II 1� II II 1 II N I I 'I I N Iqa �I lw cdjl - L- ,.- - -- - ' I - _„-- 1 - - 1 U �I �Iml ILLI a II 0 �„ - 1;- -�---- -I- - III- -- -II- a II m -- -- I'---- I6I - II II II II II II- I II II IICNI a X �• ---� - OPGIRDERS R DOUBLE 4X12 CC -, + V 1 -Ji �.I--'� - A 4SD ! I I i a I I I I I I I I I I I I I- I I I I I I I I I I I � J III I I WI 1 ” I II ) '' � 1 - - ' DIAMETER I - -'+'--- � 11 II I II II I. II II I. II II II �ILE `TYPICAL i II BRACING PILE BRACING — 4X2 CCA DROP GIRD S 1 — — - -.. =1 0 1 III - - - -- - - ��,��� � �' - ��- -- - - - -- �- - - SIMPSO HUS412HANGERS-TYP. I Al Z5 - STEEL PIItE � ~ TEELtPILE -- - II -- fi---1 � - -- -- �+ - 1{ hjhll 1 TII III Icy III I�c� iI c�ll� UP Ic 0 �AP PLATE'I 11 I I l 1 CAP PLATE-TY I J I i 1 I I i t N III Iv �1 Ili ® 'I !I II II II II I !1P II II !I 11 NI II II IW I'I II N !I II II II III 'II III f iLU PILE gIRACI N i 1 J = 1 J I® 'I I � it II II II � II II ,,1I it N,, 11 ,I' - I� - -- �--- -, a-SII 1 'I,I- ,I 1 li II,-- II I1 - I,L .1 1 a a I,I II II II it I II I'I II ,f 7= - -- - - 1 - -� - ® ® 02 ® ® ® In, mI® I® cmim )11=14 STUD POST UP ll--1��--I 2)11-7 8 LVL RIM -��l�) I ---11- - _ 11 - ® HSS 5x5x3/ - J) ( - X 22 DROP PILE CAP-W OD PACK WEBS HSS 5x5x3/8 COL UP COL UP FOUNDATION FRAMING PLAN OUTLINE OF BUILDING ABOVE 10x10x1/2"STEEL TA PLATE AND 1/2"CAP PLATE ON BEAM END. 1 SCALE: 1/4" = 1'-0" HRU BOLT LVL'S T BEAM WITH HRU BOLT LVL'S TO BEAM IT (4)5/8 BOLTS (4)5/8 BOLTS W 12 X 16 FLUSH-WOOD PACK WEBS W12X16 COLUMN DOWN _=_ ®(�W12X16 COLUMN DOWN -- HSS 4x6x3/8 -= = - COL DOWN — — - = MOMENTCONNECTI(DN (V' �1' DN --- - -- V 1 FASTEN BREAKAWAY WALL TO PLATE TO ° 1 {L`, Q I PANEL OPENING FRAMING WITH(1)1d I— �¢ W 12 X 22 FLUSH-_CANTILEVERED_ GALV.COMMON EVERY 12'O.C. --- - I _ _ � � ® ® ® ® ® ® ® ® ® ® ® ® II= ® m ® ® ® ® C,I IE`_I E1rE\DR�OI_!I/1 h � __ - 1.0 N J'� �� lx FASTEN BREAKAWAY WALL TO PLATETO TO PANEL D OPEN 1 d GALV.CCPENING OMMON EVERY 12"FRAMING I O.C. LOCATIONSN PILE-SEE PLANS FOR = I � � ABOVE U II W 8 X 28-FLUSH-WOOD PACK WEBS e W_8 X 28 FLUSH-WOOD PACK WEBS_ _ W 8 X 28 FLUSH-WOOD PACK WEBS a 11 7/8"TJI FJ,560 SERIES AT 16"OC ga - - ,- - - - ix HSS 5x x3/8 IoI 4"0 EXTRASTRONG 4"0 EXTRA STRON ' p PIPE COLUti1 PIPE COLUMN m CONTINUOUS 8"X 12"CONCRETE BREAKAWAY WALL PANEL,2X4 FRAMED -- --- _-. � REF - FOOTING WITH 1 #5 REBAR,INSTALL ---- �" - O STUD FRAMES AND DECORATIVE LOUVER �J- : � _) r- � l � � W � � I � EXPANSION JOINTS 21 FT OC -- ------------ FACE-SEE ARCHITECTURAL PLANS FOR = - I n PANEL FINISH O a J $O W U U U _ 00 m x'JI - I � (2).11-7/8 LVL FLUSH HEADER _�J 1 F(_I 1 ��, �+ W - - - `D pp q W, GATI ILiI._)t)I\,/I — — — — �� IJi 1 - I i� _ _- - 'r J lA J II; CA 1 J U w 1n w w w =I --I w a _ � I - -- m w ^I w I w • I • I to cn - .- - - - _ — II >( X J „ --ca r co 0 1A 1 It • - — �w L I �_ - = o - l" I I . �''I LU -I r r I LO Ott %,. /+JZn , __ a L PANEL SYSTEM IN FRONT OF - - - - - - - 1 I r ' N ------ -- - G,4 FOUNDATION PILES SHALL BE FASTEN BREAKAWAY WALL TO PLATE TO _ - - { - - X \� -1;"'10r m W/D ( --- 11 -- L__ LL ¢L_..f_ r PANELS,NO FASTENERS IN VERTICAL O F F I ~ IL.P UNCONNECTED TO THE BREAKAWAY -�}- PANEL OPENING FOOTING WITH 1 10d - - - JOINTS BETWEEN PANELS `� • ------ -- GALV.COMMON EVERY 12"O.C. - --- - r - -- - - _ 0o m_ Co ! 'l4 r. 3 •^ r _1111110 -- - ® n e a _ ! _ ^ I' YYi x �.✓ 117/8 LVL FLUS�i HEADER ' CONTINUOUS 8"X 12"CONCRETE FOOTING WITH 1 #5 REBAR,INSTALL EXPANSION - r 11-7/8"TJI FJ,560 SERIES AT 16"OC DN _ • • ' JOINTS 21 FT OC f` ---- ' I I UPS Iv- 3 - - DW I • . . STUD POST DOWN DOUBLE LVL RIM OVER CANTILEVERED WALL BELOV?V 5-1/4 X 18 PSL FLUSH HEADER HSS 5x5x3/8 W 8 X-28-FLUSH-WOOD PACK WEBS HSS 5x5x3/8 PLAN VIEW SECTION COL DOWN COL DOWN ED ARMUS ENGINEERING, PLLC NOTE: BREAKAWAY PANEL CONSTRUCTION AND INSTALLATION WHALL BE IN 36 DEER R U N COMPLIANCE WITH FEMA TECHNICAL BULLETIN 9, FIGURE 13&TABLE 1a. WATER MILL, NY 11976 TYPICAL BREAKAWAY WALL DETAIL (:���FIRT FLOOR FRAMING PLAN TEL: 631 -804-6267 3 SCALE: N.T.S. 1/4" = T-0" BERGDES G BOMBARA RESIDENCE FOUNDATION PLAN & FIRST FLOOR FRAMING PLANS TYPICAL DETAILS 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 1725 NORTH SEA DRIVE, SOUTHOLD, NY 1 1971 DD PROGRESS PRINT NOVEMBER 19, 2013 SCALE: As Noted ARCH TECTURE DD PROGRESS PRINT NOVEMBER 27, 2013 REF NO: 158 FACADE QUOTE DECEMBER 6, 2013 DD PROGRESS PRINT DECEMBER 19, 2013 PERMIT ISSUE FEBRUARY 12, 2014 i I j I 13/16" HOLES- W 12 X 16 FLUSH-WOOD PACK WEBS W 12 X 16 FLUSH-WOOD PACK WEBS W12X16 COLUMN DOWN TYPICAL U.O.N. o - - N HSS 5x5x3/8 - -� �-� 1®-lel-� - -® ®_® ® ® ® ®_® MOMENT CONNECTION COL DOWNI W12X16 COLUMN DOWN- MOMENT CONNECTION 1'-6" CENTER ON FLANG0 oE1--- - �__ EXTERIOR DECK o 1 z --- _ - ® ® ® BS ® ® ® ® I 1FLUSH CE = ® ® ® ® ® ® ®-® ® ® ® ®-® - --- — N DOUBLE 14"LVL OVER DOOR_ AND BLOCK DOWN CANTILEVERE 2 '. c a CORNER ALTERNATE HIGH/LOW p 14"TJI RR,360 SERIES AT 16"OC f __--- O - - _ f EXTERIOR DECK 2' ° o ;'�,! O ° EXTERIOR DECK " - y{I OPEN TO BELOW - - ---_ m cn ' � ¢ ¢ --4 -. K EL Ix U - d -- -- -- TYPICAL BEAM FLANGE HOLES-TOP AND BOTTOM TYPICAL VERTICAL HOLES IN COLUMNS m III y o o o p zt I ^ p - -- ¢ w 1 K U U - - Lu - k; =1 CONTRACTOR TO FURNISH SHOP FABRICATE HOLES IN ALL _ LO LO o = BEAMS AND COLUMNS FOR WOOD PACK-OUTS AND FRAMING _ ---- m I w I = v m 0 H H v ¢ -- �' z a u SIMPSON TB SERIES METAL J ill N Ii w W - - W y, it W --- ------ -i li TYPICAL STEEL BEAM & COLUMN HOLES BRIDGINGATL3&2/3SPANS_TYP,- - - --- T'L- -J-__ -- . F' ' Lu - W 1 _ -� - -- 3 SCALE: N.T.S. `v Il w1 I II U) -- -. Ll Z L H i ' 'i l''�L" �y� ',; i Q' �i� I`'- i � ILL . - ' I ~ c7 —---=F- v--- - ---- - f 14"TJI RR,360 SERIES AT 16"OC m �- w �' -� SIMPSON:TB SERIES METALt ii. - - - - - BRIDGING AT 1/3&2/3 SPANS-TYR 14"LVL FLUSH HE DUP I - - DN - 14"LVL RIM-TYPICAL 5-1/4 X 18 PSL FLUSH HEADER 14"LVL FLUSH HDR COLUMN AS PER PLAN FINISHED FLOOR BEAM STIFFENER: PL 3/4'THICK PLATE(TYP.2)-A992 ` CLIP INSIDE CORNERS 0.51N. MAX PLATE TO FLANGE WELD:1/21N.DOUBLE FILLET STIFF.PL TO WEB WELD:3/161N.DOUBLE FILLET STEEL BEAM AS PER PLAN ECO N D FLOOR FRAMING PLAN (j)_�SCAL E: CAP PLATE: PL 161N.X 121N.X.751N.-A992 PLATE TO BEAM FLANGE WELD:1/21N.FILLET TYPICAL ALL EDGES STEEL PLATE PILE CAP: SIDE PLATE 121N.X121N.X.751N.-A992,(2)13/161N.HOLES THRU BOLTED TO PILE,(2)3/4 HOT DIPPED GALVANIZED BOLTS AND HARDWARE-TYPICAL NOTCH PILE AS REQUIRED TYPICAL STEEL PILE CAP DETAIL 4 SCALE: N.T.S. TREATED 2X12 JOISTS,AT 16"O.C.,LAPPED VER GIRDERS WITH HOT DIPPED GALV. SIMPSON H6 STRAPS-'TYPICAL SOLID TREATED 2X10 BLOCKING ETWEEN FJ,TYPICAL AT JOIST MID El PANS 2 1X 2 TREATED FJ AT 16" O.J IL PILE CAP GIRDERS: 2 3X12 TREATED ` f 14"TJI RR,360 SERIES AT 16"OC UO O O II TIMBERS THRU BOLTED TO TOP OF __ � I NOTCHED PILE,(2)3/4 GALVANIZED BOLTS _ AND HARDWARE-TYPICAL --- I- H O ¢ ¢ �,, 1 j W TREATED SLEEPERS TREATED SLEEPERS' af Lu w U)) m - - - ` - ,I \�\\ 0 0 in Ln-- - -------- - O _ O O O O ;i ¢ - ~ ¢ ¢ ¢ Lu 3X8 DIAGONAL BRACES TO BE THRU m w __ _w `l _BOLTED TO PILES WITH 3/4"HOT - --_ _-__ --.---- Y z w s _U W -- U___ DIPPED GALVANIZED BUTTON HEAD _- --_- - - --- -- o a - U) - s w BOLTS-TYPICAL 0 0 LO n S'. FOUNDATION PILES 12"BUTTS X 3OFT, r SYP,2.5PCF CCA TREATED-TYPICAL -14"TJI RR,360 SERIES AT 16"OC TREATED SLEEPERS - TREATED SLEEPERS U.O.N. l I fk I ' - - -- -- - - -,- - — N 5 TYPICAL BUILDING STRUCTURE SECTION =--- -- - _-_ ----- --_ -- - - - = - _ -_- - -� ---__- ____ =I -_ - - -- SCALE: N.T.S. - - - ARMUS ENGINEERING, PLLC 36 DEER RUN WATER MILL, NY 11976 ROOF FRAMING PLAN TEL: 631 -804-6267 2 BERGDES GN BOMBARA RESIDENCE SECOND FLOOR & ROOF FRAMING PLAN TYPICAL S, T CAL DETAILS ARCH T E CT U R E 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 1725 NORTH SEA DRIVE, SOUTHOLD, NY 11971 DD PROGRESS PRINT NOVEMBER 19, 2013 SCALE: As Noted DD PROGRESS PRINT NOVEMBER 27, 2013 REF NO: 158 00 FACADE QUOTE DECEMBER 6, 2013 DD PROGRESS PRINT DECEMBER 19, 2013 PERMIT ISSUE FEBRUARY 12, 2014 a DESIGN CRITERIA: GENERAL NOTES Joint Description Nail Sizes Nail S a c i n 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO GROUND SNOW LOAD - 20 PSF. WEATHERING - SEVERE ROOF FRAMING FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" ACCORDANCE WITH THE NEW YORK STATE UNIFORM FACILITATE CONSTRUCTION AND SHALL NOT BE BUILDING CODE, AND THE NEW YORK STATE ENERGY CONSTRUED AS A CONTRACT BETWEEN BUILDER AND per rafter LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY Rafter to Top Plate (Toe-nailed) 3 - 8d p CONSERVATION CODE, AND LOCAL AUTHORITIES. OWNER. per joist PROVIDE 8d NAILS © 4" O.C. AT PERIMETER INTERIOR BEDROOMS - 30 PSF. L.L. 3 - 8d p j DECAY - SLIGHT Ceiling Joist to Top Plate (Toe(nailed) PORTIONS OF PANELS IN HIGH PRESSURE ZONES. WIND SPEED - 120 MPH 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY Ceiling Joist to Parallel Rafter (Face-nailed) 3 - 16d each lap h MINIMUM 28 DAY STRENGTH OF 3000 PSI SHALL BE DESIGNED AND BUILT IN ACCORDANCE Ceiling Joist Laps over Partitions (Face-nailed) 4 - 16d each lap Collar Tie to Rafter (Face-nailed) 2 - 8d per ie SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. Blocking to Rafter (Toe-nailed) 2 - 8d each end 10* 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- Rim Board to Rafter (End-nailed) 2 - 16d each end NOTE a = 4 FT. IN ALL CASES DESIGN CRITERIA: LARCH STRUCTURAL GRADE #2 OR BETTER. 14. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE ALL F A M N a 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL CONSERVATION CODE. Top TH THE NEW YORK STATE ENERGY 2 - 16d per foot DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL Top Plate to Top Plate (Face-nailed) Top Plates at Intersections (Face-nailed) 4 - 16d joints-each side GABLE ROOFS CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. PARTITIONS, EXCEPT AS NOTED ON DRAWING. 15. ARCHITECT TO BE NOTIFIED IN WRITING OF ALL Stud to Stud (Face-nailed) 2 - 16d 24" o.c. Header to Header (Face-nailed) 16d 16" o.c. along edges e 10* CHANGES PRIOR TO AND DURING CONSTRUCTION. 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud WINDOWS - GLAZED OPENING FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. 16. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE COMPONENT AND CLADDING PRESSURE COAT EPDXY PAINT. ALL FASTENERS TO BE ASTM 2 - 16d per 2x6 stud 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE / A-325 BOLTS, 3 4 DIAMETER. 2 - 16d per 2x8 stud VERIFIED BY CONTRACTOR(S) PRIOR TO START OF ZONES FOR NEW CONSTRUCTION , EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING CONSTRUCTION AND ORDERING OF MATERIALS. THIS 17. CONTRACTOR SHALL OBTAIN ALL PERMITS AND FOUNDATION HAS BEEN DESIGNED FOR A SOIL INSURANCE NECESSARY TO PROTECT THE ENGINEER Bottom Plate - Floor Joist,Bandjoist,Endjoist (or 2 - 16d per foot THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 AND ASTM E 1996-99 BEARING CAPACITY OF TWO (2) TSF AND GRADES AND OWNER. Blocking (Face-nailed) OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. NEW STRUCTURES LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT FLOOR FRAMINGTHESE CONDITIONS ARE MET. ALL FILL BENEATH 18. DO NOT BACKFILL AGAINST FOUNDATION WALLS SIMSON STRONG TIE RIDGE STRAP LOCATED WITHIN ONE (1) MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. Joist to Sill Top Plate or Girder (Toe-nailed) 4 - 8d per joist USE STRAP CONNECTOR a EACH RAFTER = " CONCRETE SLABS TO BE COMPACTED TO 95% �- TO WIND ZONE III, MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99. GLAZING CONFORMING RELATIVE DENSITY. Bridging to Joist (Toe-nailed) 2 - 8d each end �� 19. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL BlockingToe-nailed � TO WIND ZONE II, MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. to Joist ( ) 2 - 8d each end RIDGE 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block Ledger Strip to Beam (Face-nailed) 3 - 16d each joist /� ,./ / SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE Joist on Ledger to Beam (Toe-nailed) 3 - 186d per er Joist oist ® PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. 20. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND Band Joist to Joist (End-nailed) P j / ON EACH LEVEL OF DWELLING AS REQUIRED BY Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per foot A - CLEAR SHIELD HURRICANE + SECURITY PANELS - 631 - 287 5060 8. PROVIDE FIRESTOPPING AT ALL LEVEL NEW YORK' STATE BUILDING CODE. ROOF SHEATHING OR PENETRATIONS B - QUICK GUARD STORM PANELS. 631 - 287 5330 21. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO z OR 9. PROVIDE FLASHING AT ALL ROOF BREAKS, Structural Panels 8d 4" o.c. perimeter zone j;/�� C - CUSTOM-FABRICATED PLYWD. PANELS - SEE BELOW CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS AN EXISTING DWELLING REQUIRING A BUILDING PERMIT other 6" o.c. edges of AND DECKS ETC.. NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE panel , 12" o.c. interior r� // PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF HOUSE BE UPGRADED WITH HARD WIRED & of panel i ,� 10. DO NOT SCALE DRAWINGS. INTERCONNECTED SMOKE ALARMS. Diagonal Board Sheathing �® ASTM E 1996 AND OF ASTM 1886. AS NOTED IN NYS RESIDENTIAL CODE. --TOP PLATES 1" x 6" or 1" x 8" 2 - 8d per support 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- 22. THE NYS CODES ALSO APPLY TO ACCESSORY 1" x 10" or wider 3 - 8d per support ENGINEER ARE NOT RESPONSIBLE FOR THE STRUCTURE DESIGN. INSPECTION, SUPERVISION, OR ADMINISTRATION OF SIMPSON STRONG TIE H2 THIS CONSTRUCTION PROJECT. FEDERAL, STATE 23. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD USE (2> CONNECTORS @ EACH RAFTER AND LOCAL ZONING AND BUILDING CODE COMPLIANCE Gypsum Wallboard 5d 7" edge / 10" field "1 SIMPSON LSTA - 20 GAGE SHALL BE THE RESPONSIBILITY OF THE 0�01RIDGE STRAP - ALL ROOF RAFTERS CONTRACTOR. WALL SHEATHING Structural Panels 8d (see table 3.9) Fiberboard Panels " ed e 6" field ICE SHIELD UNDERLAYMENT 6d 3 7 / 16" 9 / 25 32" 8d 3" edge / 6" field -_ e❑TT M❑❑TT M❑ / //" REQUIRED - 24" FROM EDGE PLATE j HURRICANE CLIP \ LVL RIM JOIST - TYPICAL. Gypsum Wallboard 5d 7" edge / 10" field Hardboard 8d (see table 3.9) Particleboard Panels 8d (see table 3.9) SIMPSON H2.5 A HURRICANE CLIP © 16" Diagonal Board Sheathing ® /j, SOO.C. 1" x 6" or 1" x 8" 2 - 8d per support TOP PLATES USE SIMP( CONNECOR @EVERSS?UD 1" x 10" or wider 3 - 8d per support FLOOR SHEATHING Structural Panels SIMPSON STRONG TIE ST26 1" or less 8d 6" edge / 12" field USE (1) CONNECTOR @ EVERY STUD greater than 1" 10d 6" edge / 6' field PROVIDE 8d COMMON SIMPSON LSTA36 1 " Diagonal Board Sheathing SIMPSON STRONG TIE BP WIDE- 18 GAGE 9 9 USE (1) BP CONNECTOR AT EACH ANCHOR BOLT / ! y T NAILS © 4" O.C. AT ANCHOR BOLTS @ 48' O.C. , SEE FOUNDATION DETAILS. ALMETSTRAP @ JACK 1" x 6" or 1" x 8" 2 - 8d per support USE BOLTS =% PLEXTERIOR EDGE OF ALL 1" x 10" or wider 3 - 8d per support `� ATEN ; !-= � �;;,• = SHEATHING. POST W/4-8d NAILS, :; EACH END, TYP. LVL RIM JOIST 1 Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is !i .� Anailed 3" on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural - - - - gI APA RATED PLYWOOD TO members shall be doubled, or alternate connectors such as shear plates shall be used to maintain the load EXTEND TO TOP OF TOP path. / � lam. . \ - ii SIMPSON STRONG TIE H6 PLATE. 4 - 8d NAILS USE (1) CONNECTOR @ I6' D.C. . TYPICAL PROVIDE SOLID N LSTA BL 2 When wall sheathing is continuous over connected members the tabulated number of nails shall be permitted ® / to be reduced to 1 - 16d nail per foot. PRESSURE TREATED MUD SILL 36 METAL AT ALL 36 METAL STRAP SUBFLOOR EDGES @ JACK POST FRAMING DETAIL -FIRST TWO BAYS SIMPSON LSTA24 OF FRAMING-TYP.I\ @ STUDS W/ NOT TO SCALE 4-8d NAILS j 48 O.C. EACH - -- END, TYP. - - - -- - - _FLOOR JOIST-_ -- DOUBLE TOP PLYWOOD SHEATHING FRAMING N0TES TYPICAL ROOF SHEATHING NAILING ZONES PLATE TO OVER LAP BOX ___HEADER_ - _ _ - 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d © 4" _ - - - 1Q 8D @ 6-OC EDGES & 6"OC in FIELD I 2 x 6 ©16" O.C. BEAM - TOP + BOTTOM. DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. STUDSSIMPSON BETTER. INTERMEDIATE. sD @ 6'oc EDGES 6'ac IN FIELD WIDE20 GAGE METAL 3Q 8D @ VOC EDGES & 6-OC IN FIELD I STRAP ® 48" O.C. MAXI. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. 25' MEAN ROOF HEIGHT EN 4-8d NAILS- EACH 2 STORY 8D RING SHANK -- -- - 3. ALL SUBFLOORING TO BE APA RATED STUR'.D-I-FLOOR, 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE l EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF AND STUD WITH GALVANIZED HURRICANE TYPE ROOF EDGE I STRAP TO STUD PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR W/4 - 8d NAILS TOP OF FOUNDATION NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE O CLIPS AT ALL PERIMETER JOIST TO GIRDER 2 WRAP + NAIL STRAP 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED CONNECTIONS. ( 4 - 4d NAILS ) WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH AROUND SILL PLATE SIMPSON MST27 TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA Q AT ANCHOR BOLT 1 1/2" WIDE - 20 GAGE MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND METAL STRAP X48" OC. +12" FROM EACH CORNER 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED WRAP AROUND SILL PLATE AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED AS PER MANUFACTURERS RECOMMENDATIONS. WEB 1 - - - - FLOOR-JOIST_ 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND 2O _ - CIRCULATION IN ROOFS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" HIP NAIL SHEATHING TO SILL PLATE - - -- _- -- - LVL RIM JOIST SHALL BE REQUIRED AT FLOOR GABLE END RIDGE 8d NAILS ® 4" O.C. 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, PERIMETERS. HANDLING, STORAGE, AND ERECTION OF 2 - 5 REBAR stairs etc. ) OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS2O 2 x 6 SILL PLATE RECOMMENDATIONS. ACQ TREATED. 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. SEE DWGS. 5/8" x 12" A.B. @48" OC. GALVANIZED MACHINE BOLTS @ 12" O.C.. Li 9<< FOR DESIGN. w/ FENDER WASHER. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED _ WITH RATED GALVANIZED METAL CONNECTORS BY "TECO" OR APPROVED EQUAL. 9. NAILING SCHEDULE AS PER THE WOOD FRAME CONSTRUCTION O O SECTION ELEVATI0Na � WN MANUAL T . MANUAL 1995 SBC HIGH WIND EDITION. ALL 2X6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. HOLD DOWN SHEAR CONNECTION CRITICAL ' PATH BERGDES GN BOMBARA RESIDENCE TYPICAL STRUCTURAL NOTES, DETAILS tl"% tat 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 1725 NORTH SEA DRIVE SOUTHOLD, NY 11971 DD PROGRESS PRINT NOVEMBER 19, 2013 SCALE: As Noted 0 ARCHITECTURE DD PROGRESS PRINT NOVEMBER 27, 2013 REF NO: 158 FACADE QUOTE DECEMBER 6, 2013 DD PROGRESS PRINT DECEMBER 19, 2013 PERMIT ISSUE FEBRUARY 12, 2014