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Home My WebLink About38366-Z �,f7-Ftl( Town of Southold Annex �W 9/11/2014 •. ;s�' P.O.Box 1179 7e 54375 Main Road W,' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37144 Date: 9/11/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 180 PRIVATE RD#12 SOUTHOLD, SCTM#: 473889 Sec/Block/Lot: 78.-6-3.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 12/3/2010 pursuant to which Building Permit No. 38366 dated 9/30/2013 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 covered front porch side deck and attached two car garage with unfinished storage area above as applied for per ZBA#5248, dated 3/12/2003. The certificate is issued to EDWARD WERTHNER&NANCY RYAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0235 10/7/2004 ELECTRICAL CERTIFICATE NO. 38366 9/6/2014 PLUMBERS CERTIFICATION DATED 8/29/2014 Hi-T h Plumbing u 0 rize Signa re TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38366 Date: 9/30/2013 Permission is hereby granted to: EDWARD WERTHNER & NANCY RYAN P.O. BOX 982 SOUTHOLD, NY 11971 To: CONSTRUCT A NEW SINGLE FAMILY DWELLING WITH COVERED FRT. PORCH AS APPLIED FOR,PER DEC,SCHD & TRUSTEES W/ FLOOD PERMIT REPLACES EXPIRED BP # 36072 At premises located at: 180 PRIVATE RD #12 SOUTHOLD SCTM # 473889 Sec/Block/Lot# 78.-6-3.3 Pursuant to application dated 12/3/2010 and approved by the Building Inspector. To expire on 3/30/2015. Fees: PERMIT RENEWAL $420.95 Total: $420.95 i Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 36072 Z Date DECEMBER 3 , 2010 Permission is hereby granted to: EDWARD WERTHNER PO BOX 982 SOUTHOLD,NY 11971 for CONSTRUCT A NEW SINGLE FAMILY DWELLING WITH COVERED FRT. PORCH AS APPLIED FOR, PER DEC, SCHD & TRUSTEES W/ FLOOD PERMIT REPLACE EXP. BP # 32144 at premises located at 180 PRIVATE RD #12 SOUTHOLD County Tax Map No. 473889 Section 078 Block 0006 Lot No. 003 . 003 pursuant to application dated DECEMBER 3, 2010 and approved by the Building Inspector to expire on JUNE 3 , 2 . Fee $ 841 . 90 f Authorized Sig ature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32144 Z Date JUNE 21, 2006 Permission is hereby granted to : EDWARD WERTHNER PO BOX 450 JAMESPORT,NY 11947 for CONSTRUCT ONE FAMILY DWELLING W/COVERED FRONT PORCH AS APPLIED FOR PER DEC AND TRUSTEES . THIS PERMIT REPLACES 28797 . at premises located at 180 PRIVATE RD #12 SOUTHOLD County Tax Map No. 473889 Section 078 Block 0006 Lot No. 003 . 003 pursuant to application dated JUNE 21 , 2006 and approved by the Building Inspector to expire on DECEMBER 21, 2007 . Fee $ 841 . 90 ho i e nature v \ COPY Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) a-n -3a )y 4 PERMIT NO. 28797 Z Date OCTOBER 1, 2002 Permission is hereby granted to: ANTHONY PISCIOTTA 906 GARDINER DR BAY SHORE,NY 11706 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING W/O COVERED FRONT PORCH AS APPLIED FOR PER DEC, SCHD AND TRUSTEE CONDITIONS WITH FLOOD PERMIT at premises located at 180 PRIVATE RD #12 SOUTHOLD County Tax Map No. 473889 Section 078 Block 0006 Lot No. 003 . 003 pursuant to application dated AUGUST 2, 2002 and approved by the Building Inspector to expire on APRIL 1, 2004 . Fee $ 841 . 90 fature z COPY Rev. 5/8/02 Form No.6 / TOWN OF SOUTHOLD C_, 41 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: I. 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 dwelling50.0 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. \'-tt>C o�U )14 New Construction: Old or Pre-existing Building: (check one) Location of Property: L Ot) w h c� 1 Ph i Amy C1 House No. 7— Street Hamlet Owner or Owners of Property:- c (d�r� _��P�- �n Suffolk County Tax Map No 1000,Section Block Lot Subdivision 22 Filed Map. Lot: Permit No. (o Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board'Approval: � ) Request for: Temporary Certificate Final Certificate: (ch k one) � I b Fee Submitted: $ 50 M Applicant Signature o��OF SO(/r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • roger.riche rt(D-town.southoId.ny.us Southold,NY 11971-0959 CoUm,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Edward Werthner Address: 180 Windy Pt Ln----private rd#12 City: Southold St: NY Zip: 11971 Building Permit#: 38366 Section: 78 Block: 6 Lot: 3.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: home owner DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat oil Duplec Recpt 46 Ceiling Fixtures 15 HID Fixtures Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 14 Smoke Detectors 4 Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 41 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer AppliancesN44 Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures TVSS Other Equipment: 1-wirlpool bath, 3-paddle fans, 3-exhaust fans, 1-electric cook top, 1-wall oven Notes: Inspector Signature: Date: Sept 8 2014 81-Cert Electrical Compliance Form.xls _.. ..I . ..........................................................................................................................................................1....I. .... ... . .. FROM SOUTHOLD TOWN PLANNING BOARD FAX NO. 631 765 3136 May. 18 2001 02: 19PM P1 FOL Ir Town Hall, 53095 Main Road 09 Fax(516)765-1823 P. O. Box 1179 w� Telephone (516)765-1802 Southold, Now York 11971 .fi�o a0`r OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE., Building Permit No. owner: CD I)jL-?2-T (please print) Plumber: EIf` U a `'r ease print) I certify that the solder used in the water supply system contains less than 2/10 of 1A lead. umbe ignature) Swo before me this !.� C� day o Notary Public, ��U , . Count Qualified in Juholk County Commission Expires April 30,20, 6765-1802 suu.uiNa year. INSPECTIO [ j FOUNDATION IST [ ] ROUGH PLB [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLAC 8 CHIMNEY E S ARK • /� / DATE � y � INSPECTO Y BUILDING 1 ION OUNDATION IST ROUGH FOUNDATION / INSULATION FRAMING FINAL FIREPLACE & CHIMNEY i ay / !; / 10 9- DATE A P .......... if 5-1802 B DING DEPT. N [ FOUNDATION IST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY M RKS: lop i DATE INSPECTOR Gli ,- ti rte, 765-1802 BUILDING DEPT. INSPECTION [ J FOUNDATION IST [ ] ROUGH PLBG. [�] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS• �- DATE // —INSPECTOR Qin/ 336(, M-1e02 BUILDING DEPT. INSPECTION [yc] FOUNDATION IST [ ] ROUGH PLBG. [X] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY RE ARKS: DATE/i 02 INSPECTOR<_� 7A� LVl� M-1802 �^ F BUILDING DEPT. i NSPECTIO [ ] FOUNDATION IST [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ F MING [ ] FINAL [ FIREPLACE A CHIMNEYIc MARKS: i•v� DATE D INSPECTOR ra" 70-1802 suu.uiNc oar. INSPECTION [ ] FOUNDATION IST [ ] ROUGH P BG. [ ] FNDATION 2ND [ ] INSULATION Lr FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMA)tISS• X/0 L� DATE INSPECTO / M-zsoz BUILDING DEPT. INSPECTION [ ] FOUNDATION IST ( ] ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAW G [ ] FINAL (REPLACE 0HIMNEY RE RKS: /c DATE INSPECTO INSPECTION FOUNDATION IST ROU LBi • . • . SULATI • � . FRAMING FINAL R ARK -71cY64 �� i.•I,I ..r.r� 'sem,r�I► �• 'r` /� r ZIP DATE INSPECTO i / ��/ 765.1802 BUILDING DEPT. INSPECTION [ J FOUNDATION 1ST ( ;;NSULATION O H PLBG. FOUNDATION 2ND [ [ ] FRAMING [ ] FINAL [ ] FIREPACECHIMNEY REMAR (7Xe DATE -INSPECT i SOUIyo h� l0 Af TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1] O ST [ ] ROUGH LUMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 61& Co- '177- Al DATE INSPECTOR-74; �o��OF SOUjfolo 'r�OURTY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 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 INSPECTOR i DRK CONSULTING ENGINEERS 2 DALE AVENUE, SOMERS, NEW YORK 10589 ■ (914) 248-7726 0)< 44 re November 8, 2002 Town of Southhold Building Department 53095 Main Road Southhold, NY 11971 Re: Property Located at Windy Point Land and Main Bayview Road, Town of Southhold, Suffolk County SCTM District 1000, Section 078; Block 06; Lots 2 and 3 Dear Sir: This is to certify that#4 reinforcing bar was utilized in compliance with code requirements for the construction of the footings and poured concrete foundation walls constructed by Social Concrete Corporation, 131 Mill Road, Yapank, NY 11980 on October 31, 2002 at the above mentioned site. Sincerely, Donald R. Knapp, P.E. DRK CONSULTING ENGINEERS 2 DALE AVENUE, SOMERS, NEW YORK 10589 (914) 248-7726 2 November 26, 2002 Town of Southhold Building Department 53095 Main Road Southhold, NY 11971 Attn. Bruno Re: Property Located at 180 Private Road# 12, Town of Southhold Building Permit Number: PP28797Z 2.-/) -3-4--1 4 Section 078; Block 06; Lots 2 and 3 Dear Mr. Werthner: I have examined the photographs of the house foundation you constructed at the above mentioned property and offer the following comments: 6. The footings were constructed approximately 1'-0" below grade NOT 3'-0"below grade as you previously stated. The footings as constructed are inadequate, structurally unsound and NOT code compliant. 7. It will be necessary to redesign the footing and the foundation walls to code. 8. Upon your approval, proposed new drawings will need to be created and submitted to the Town of South, Building Department. Approval of the Town of South Building Department's will be obtained before proceeding with any work. 9. Additionally, all work that you conduct at the site shall be in full compliance with the approved drawings. The Town of Southhold Building Department is to be notified by yourself in a timely manner to schedule inspections of the work. 10. All site grading will be in full compliance with the NYSDEC and the Town of Southhold approved septic disposal plan, not 3'-0" above grade as you had planned. This would have created detrimental conditions for the neighboring property owners. I have attached a Work Authorization for the proposed work. We look forward in helping you resolve this matter. Sincerely, Donald R. Knapp, P.E. FEB 6 2C3 Condon Engineering, P.C. New York State Licensed Professional Engineer 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 February 5, 2003 Mr. Bruno Semon Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Subject: Werthner Residence Windy Point Lane Southold, New York Dear Mr. Semon : I have inspected the foundation installed for the Werthner residence on Windy Point Lane in Southold, New York. Revised construction drawings showing the foundation as it is currently constructed are currently on file with your department. The drawings,were developed based on measurements of the foundation taken at the site and information relative to the footing reinforcement provided by the owner. The foundation and floor framing for the building were also revised to satisfy the FEMA and building code requirements relative to elevation above BFE and flow through drainage of the crawl space and garage spaces. As specified in these drawings, the existing grade around the exterior side of the foundation and the enclosed foundation areas under the living spaces and the garage will have to be raised with fill to,the indicated elevations to assure satisfactory coverage of the footing and protection from frost heave and to assure drainage of the enclosed areas under the building after inundation. To the best of my knowledge, the foundation systems as constructed and with the modifications specified in the revised drawings currently on file with your department are in accordance with the New York State Building Code. If you have any questions regarding this letter or the filed drawings, please call me on 298-1986. Yours truly, ondon, P.E. Mr. Ed Werthner 1 1 1 &1 w pl"9 CIN 1 ' �� COMMENTS FOUNDATION(IST) Elf W FOUNDATION (2ND) ROUGH 11 //� PLUMBING OAV r- INSULATION PER N.Y. STATE ENERGY CODE VAWAA i %_,. W� 1 . ALMMONI / 1 1 I "i CA In ,ROM._ - / FAA �r E��' 0w�AAU__�- ,moi �... ! ! % _I.� rlt' •l'� It4 _ LL L �� W W TOWN OF,SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans______ TEL: (631) 765-1802 �01 3 ' Planning Board approval FAX: (631) 765-9502 a- Survey _ __ PERMIT NO. Check Septic Form _ N.Y.S.D.E.C. Trustees Examined 16 '20 A-' Contact: Approved D 20_Z Mail to: Disapproved a/c Phone: 06 533 a(o Expiration Y/61 20 Co ,-1-'7 Ct-k\- Building Inspector T APPLICATION FOR BUILDING PERMIT Date / ?00, INSTRUCTIONS ` 'ibis-application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining 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,,-/�5; 1 (Signature of applicant or name, if a corporation) i 43:sl r VV — (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No. _ Other Trade's License No. 1. Location of land on which proposed work v�yyill be done: House Number Street Hamlet County Tax Map No. 1000 Section 0-7 Y Block 0 G _Lot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed constructiori: i a. Existing use and occupancy t/ACfo��) ,C 0+t'J b. Intended use and occupancy 'Pie t mi42 y IZu s f0 tru C b 3. Nature of work (check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work f� (Description) 4. Estimated Costi s Fee (To be paid on filing this application) 5. if dwelling, number of dwelling units f Number of dwelling units on each floor If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 1\/ l-)--i , Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front NF1 ' Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front i Rear �Z Depth Height Number of Stories Z- 9. Size of lot: Front VU Rear ASLO Depth /60 10. Date of Purchase P ' 100 I Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO-V" 13. Will lot be re-graded? YES V-'-"NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises W 'WAddress-�0 Q0�b ��hone No. lt-7- S+Qb Naive of Architect Address Phone No Name of Contractor S-Vw s Address Phone No. 7a? I 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) 6.XA/,'`lz77> being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)He is the �aj'k/ee (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 fled therekv.;tl--. Sworn to before me this `) / day of 200 a - Notary Public Signature of Applicant JOYCE M.WILKINS Notary Public,State of New York No.4952246,Suffolk County /� nr. 12, ')-0 0 TOWN OF SOUTHOLD i BUrLDING PERMIT APPLICATIO CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ?� ( 4 y Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: Approved 20 Mail to: Disapproved a/c Phone: Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date S, a�} , 200-2— INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining 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 Buildnu 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"rhe 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. J (Sign tune of applicant or name,if a corporation) 6 TAjew a2G( (Mailing addless of applicant) 0 ?'-t 7 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises azzYyV7�V E� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: v lVf House Number Street Hamlet County Tax Map No. 1000 Section n L-)El, Block d Lot [� Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy N T- kfa s.% - b. Intended use and occupancy i m P+Q'-A cS f pysC 3. Nature of work(check which applicable): New Building_X Addition Alteration Repair Removal Demolition Other Work `� cv (Description) 4. Estimated Cost— �©om Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 152 Fvuo'r RearS'2, Fc&r Depth Height 9 r-wi- Number of Stories r Dimensions of same structure with alterations or additions: Front 2 ^ Rear 5Z Depth _Yj 4" Height q �''T' Number of Stories I- 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front L(© r Rear )40 �`' Depth 1( c) Pr 10. Date of Purchase 14a Name of Former -Owner 11. Zone or use district in which premises are situated i D nQ-n'I l Ir 12. Does proposed construction violate any zoning law, ordinance or regulation? YES -k_ NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO-A- 14. OA-14. Names of Owner of premises Lb WPneo ��KAddress V46) j Phone NoI6 Name of Architect N Iq Address Phone No Name of Contractor NIR Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF 455.4 611>WAe:7,) 60evIlA iuW being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (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. Sworn to before me this 1dayof 20v� V- r Note P C, State of New Yock H.dEh Signa e of Applicant No. OIGE4962524 Qualified in Nassau county, cornwks'.n Expires 2-'Lv-O(� FORM NO. 3 NOTICE OF DISAPPROVAL TO: Anthony and Robert Pisciotta(Werthner) DATE: October 1, 2002 180 Private Road#12 "Windy Point Lane" Southold, NY 11971 Please take notice that your application dated September 26, 2002 For permit to construct a deck addition to a sin le family dwell in currently under construction at Location of property: 180 Private Road# 12 aka Windy Point Lane Southold County Tax Map No. 1000 - Section 78 Block 6 Lot 3.3 Is returned herewith and disapproved on the following grounds: The ro osed deck addition on this non-conformin 23 522 s uare footParcel in the Residential R-40 District is not ermitted"Ur to Article XXVI Section 100-244 which states that non-conformin lots measurin between 20 000 to 39 999 s uare feet in total size require a miand setback of 35 feet. Plans note a ro osed setback of 26 feet. nimum front Currently. thea licant ha cos 3an3.7o eenetbuildin on etwith a front ad setbarmit application to construct a single. dwell* avera e n front and setback of surroundin structures and certified b NYS Licensed Land Surve or Robert Holzman on his surve dated September 13 2002 Total lot coverage, following construction will be less than 20 ercent. L uth d Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 1, 2002 AMENDED: November 20, 2002 TO: Anthony and Robert Pisciotta(Werthner) 180 Private Road#12 "Windy Point Lane" Southold,NY 11971 Please take notice that your application dated September 26, 2002 For permit for a new single family dwelling, partially"as built,"under construction at Location of property: 180 Private Road#2 "Windy Point Lane" County Tax Map No. 1000 - Section 78 Block 6 Lot 3_3 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 23,522 square foot parcel in the Residential R-40 District, is not permitted pursuant to Article XXVI, Section 100-244, which states that non-conforming parcels, measuring between 20,000 to 39,999 square feet in total size, require a minimum front yard setback of 35 feet. Plans note a proposed setback of 25 feet. Total lot coverage, following construction, will be less than 20 percent. This Notice of Disapproval was amended on NovembeW20Oe mire scope of the proposed work. t ture Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. Cc: ZBA, File APPEALS BOARD MEMBERS �S�FF01,t r � OG'y 53095 1d Town Main Road 1 Gerard P. Goehringer, Chairman Lydia A. Tortora y P.O. Box 1179 George Horning ^+ Southold,New York 11971-0959 Ruth D. Oliva y �� ZBA Fax(631) 765-9064 Vincent Orlando l �►a Telephone (631) 765-1809 http://southoldtown.northfork.net BOARD OF APPEALS —� ` TOWN OF SOUTHOLD E '` FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 12, 2003 Appl. No. 5248 - Edward V Werthner. Property Location: 180 Private Road #12 "Windy Point Lane", Southold' Parcel 1000-78-6-3.3 (2 and 3.1 combined). SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's nonconforming 23,522 sq. ft. parcel is located on the westerly side of Windy Point Lane, Private Road #12, in Southold. The property is improved with a newly constructed foundation for a dwelling. BASIS OF APPLICATION: Building Department's October 1, 2002 Notice of Disapproval, amended November 20, 2002, citing Section 100-244B for the reason that the proposed dwelling will be less than 35 feet from the front property line. FINDINGS OF FACT The Zoning Board of Appeals held public hearings on this application on January 16 2003 and February 6, 2003, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant proposes a setback at 26 feet from the front property line at its closest point, for a 6'8" porch and 30'8" x 52' dwelling with 20' deck, all as shown on a survey prepared by North Star Surveying, P.C. dated September 30, 2001, revised 6/3/02. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the area variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant indicated at the public hearings that many months were spent trying to fit the foundation onto this substandard lot. The survey initially submitted to the building department allowed a building permit with a 35 ft. front yard setback. Subsequently, the building department "requested a second survey showing the placement of the foundation, as built. This new Page 2—March 12, 2003 Appl. No. 5248—Edward Werthner 78-6-3.3 at Southold survey information discovered that the as-built foundation is 26 feet from the front lot line. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Since the foundation was poured in the location described, at 26 feet from the front lot line, the applicant has two choices: (1) to apply for a 9' setback variance presently before the Board, or (2) cut 9 ft. off of the existing foundation. The Board has in the past reviewed similar types of requests for similar relief. In this situation involving a poured foundation, it becomes extremely difficult and expensive to do alterations to correct the 9 ft. setback nonconformity. 3. Although the lot is small with 23,522 sq. ft. and it fronts along a private road 50 ft. in width, the actual right-of-way has actual variable widths of 15' to 18'. This is a significant factor because there is additional area between the actual road and the applicant's front property line. 4. The relief requested is self-created because the foundation is in violated of the code requirement for a minimum 35 ft. front yard setback. 5. No evidence has been submitted to suggest that the proposed additions will have an adverse impact on physical or environmental conditions in the neighborhood. The applicant is required to conform to a landscaping plan, raised due to concerns of the adjacent landowner of the right-of-way, to landscape the front yard area and that area between the front property line and the existing road surface. 6. Grant of the requested variance is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a residence, 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 Goehringer, seconded by Chairwoman Tortora, and duly carried to GRANT the Variance as applied for and shown on the survey prepared by North Star Surveying, P.C. dated September 30, 2001, revised 6/3/02, SUBJECT TO THE CONDITION that the landscaping be provided and maintained by applicant according to the sketch map submitted to Mrs. Patricia Stegner by letter dated January 27, 2003, prepared by the applicant's attorney(Patricia C. Moore). 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, Page 3—March 12, 2003 Appl. No. 5248—Edward Werthner 78-6-3.3 at Southold setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Tortora (Chairwoman), Goehringer, and Orlando. (Member Oliva was absent due to illness, and also absent was Member Horning of Fishers Island.) This Resolution was duly adopted (3-0). Lydia A. ora, Chairwoman —Approved for Filing 4/,5/03 h ._.R.! v.:._ .s � .23.'�_x. ... ..!!�. _. .. .. _ fes •-��. �.''.�' �N,r• �.` Board Of Southold Town Trustees SOUTHOLD, NEW YORK 5 •�' Januar 2 PERMIT No. .. DATE: ............ ... y.:........, x EDWARD WERTHNER ISSUED TO ...........................................I. .......................................................... ................. Pursuant to the provisions of Chapter 615 of the Laws of ;4 the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance on- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS ,> IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;'`. and in accordance with the Resolution of The Board adopted at a meeting held on ..Januar-. :ik23. A' 2002:.., and in consideration of the sum of $.....00....0.0....... paid by '* Patricia Moore, Esq....on,..behalf..of...Ed,wax.d...Wer.t aer.............. ...................................... . } of ... .. Southold N. Y. and sub'ect to the .............................�........................ . . . 1 Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: s' Wetland Permit to ruct a single family residence 61 feet i to bulkhead a '0 fee to M13WL (partially bulkhead propert sanitary syst 108 t from bulkhwad (outside jurisdictipn) 30- foot no:}-dis eco bt}ffex l�ehinj bulkhead. all in accordance wit the etas sped ica ions as presented in the originating application. f IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this data. Artie Foster (6hsPnt) Trustees ._4— Y TERMS and CONDITIONS i T' ,T-_, The Permittee residing at Windy Point ane, Southold T ' ,.z_.L a;ie ''� ll '. yy as part- of the consideration for the issuance of the Permit des upderstard and prescribe to the fol- lowing: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or da ima foe damages, of wits arising directly or iaditecdy as a result of any Opel- ation pedomred pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such salts-initiated by third patties, and the said Paamittee assumes full liability with respect thereto, to the complete emclusion of the Board of Trustees of the Town of Southold 2. That this Permit is valid for a period of .24 moa. which is considered to be the estimated time-required to complete the work involved, but should sires warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Pecmiute wish" to maintain the structure or project involved, to provide evidence to anyone concerned that anth- Ioth ation was originally obtained. 4. That she work involved will be subject to the inspection and approval of the Board or its agents, and non compliance with.the provisions of the originating application, may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and sepam along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alteradoas in the location of the work herein authotized, or if, in the opinion of the Board of Thutees, die. work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work or project berein stated without expenses to the Town of Southold 8. That the said Board will be notified by the Permittee of the completion.of the work an& orized 9. That the Permittee will obtain all other permits and consents that may be required sap' plemental to this permit which may be subject to revoke upon failure to obtain same ��F 5Town Hall Annex John M. Bredemeyer III,President /y� ,`O l0 Michael J.Domino,Vice-President 54375 Main RoadP.O.Box 1179 James F. King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee G Q �O Telephone(631) 765-1892 Charles J. Sanders,Trustee yCOUM Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1035C Date: August 19, 2014 THIS CERTIFIES that the construction of a single family residence 61 feet to bulkhead and 60 feet to MHWL(partially bulkheaded property); sanitary system 108 feet from bulkhead; and a 30 foot Non-Disturbance Buffer to be subsequently maintained along the landward edge of the bulkhead. At 180 Windy Point Lane, Southold Suffolk County Tax Map#78-6-3.3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 26„ 2001 pursuant to which Trustees Wetland Permit#5479 Dated January 23, 2002 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a single family residence 61 feet to bulkhead and 60 feet to MHWL (partially bulkheaded property); sanitary system 108 feet from bulkhead; and a 30 foot Non- Disturbance Buffer to be subsequently maintained along the landward edge of the bulkhead. The certificate is issued to EDWARD WERTHNER owner of the aforesaid property. *w% Jr_ Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-02955/00001 June 12,2002 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the Environmental June 12,2005 Conservation Law TYPE OF PERMIT■New ❑Renewal ❑Modification❑Permit to Construct ❑Permit to Operate ❑ Article 15,Title 5: Protection of Waters ❑ Article 17,Titles 7,8:SPDES ❑ Article 27,Title 9; 6NYCRR 373: Hazardous Waste Management ❑ Article 15,Title 15:Water Supply ❑ Article 19:Air Pollution Control ❑ Article 34:Coastal Erosion ❑ Article 15,Title 15:Water Transport ❑ Article 23,Title 27: Mined Land Management Reclamation ❑ Article 15,Title 15: Long Island Wells ❑ Article 36: Floodplain Management ❑ Article 24: Freshwater Wetlands ❑ Article 15,Title 27: Wild, Scenic and ❑ Articles 1,3, 17, 19, 27,37;6NYCRR Recreational Rivers ■ Article 25:Tidal Wetlands 380: Radiation Control ❑6NYCRR 608:Water Quality Certification ❑ Article 27,Title 7; 6NYCRR 360: Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER Edward Werthner 631 722-3978 ADDRESS OF PERMITTEE P.O. Box 450, James ort, NY 11947 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Patricia C. Moore, 51020 Main Road, Southold, NY 11971 631 765-4330 NAME AND ADDRESS OF PROJECT/FACILITY Werthner property, Windy Point Lane, Southold SCTM #1000-78-6-2 & 3 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Corey Creek DESCRIPTION OF AUTHORIZED ACTIVITY: Construct a two story single family dwelling, porch,deck, sanitary system, pervious driveway and stormwater retention basins. All work must be done in accordance with the attached plans stamped NYSDEC approved. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2&3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Region 1 Headquarters George W. Hammarth (DMG) Bldg. #40, SUNY, St ny Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE June 12, 2002 Page 1 of 4 �r/ ^ NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee 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 suite or civil rights provision under federal or state laws. 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. GENERAL CONDITIONS General Condition 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 SAIDA 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. General Condition 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. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for 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. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System(SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities(SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 1, SUNY Bldg#40, Stony Brook NY 11790-2356 General Condition 4: Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit in accordance with 6 NYCRR Part 621. 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. DEC PERMIT NUMBER 1-4738-02955/00001 PAGE 2 OF 4 • NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15(TITLE 5),24, 25, 34 AND 6NYCRR PART 608 (TIDAL WETLANDS) 1. 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 Departmentto remove or alterthe 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. 2. 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. 3. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission, consent or approval from the U.S.Army Corps of Engineers, U.S.Coast Guard, New York State Office of General Services or local government which may be required. 4. 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. 5. Any material dredged in the conduct of the work herein permitted shall be removed evenly,without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 6. There shall be no unreasonable interference with navigation by the work herein authorized. 7. 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. 8. If granted under 6NYCRR Part 608,the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977(PL 95-217) provided that all of the conditions listed herein are met. 9. 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 and, if required, a survey. 10. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by Marc E. Charest on 9/30/01 and last revised on 6/3/02 and the septic system design plan prepared by DRK Consulting Engineers on 12/10/01 and last revised 4/28/02. DEC PERMIT NUMBER PAGE 3 OF 4 1-4738-02955/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ' SPECIAL CONDITIONS 1. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and or protected buffer areas. 2. 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 tidal wetlands and or protected buffer areas. 3. There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activity. 4. All areas of soil disturbance resulting from this project shall be stabilized immediately following project completion or prior to permit expiration, whichever comes first. The approved methodologies are as follows: a. Stabilization of the entire disturbed area with appropriate vegetation (grasses, etc.). 5. The storage of construction equipment and materials shall be confined to within the project work site and or upland areas greater than 75 linear feet from the tidal wetland boundary. 6. All fill shall consist of"clean" sand, gravel, or soil (not asphalt, flyash, broken concrete or demolition debris). 7. To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 50 linear feet landward of the tidal wetland boundary. 8. A row of staked hay bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 50 linear feet from the tidal wetland boundary, or as per NYSDEC approved plan, at commencement of regulated activities and remain in place until project is completed and all disturbed areas stabilized with vegetation. 9. Roof runoff shall be directed to drywells/stormwater retention basins as per the approved plans for immediate on- site recharge. 10. Driveways and parking areas shall be constructed of pervious material. 11. The permittee shall incorporate the following language as a notice covenant to the deed: "Regulated tidal wetlands associated with Corey Creek are located at Windy Point Lane,Southold,Suffolk County Tax Map Number: District 1000, Section 78, Block 6, Lots 2&3, otherwise known as the properties of Edward Werthner and his heirs, assigns, or successors. This property is subject to the provisions of New York State Environmental Conservation Law(ECL)Article 25 or its successor, and the conduct of regulated activities may occur only pursuant to ECL Article 25 if prior approval is given by the New York State Department of Environmental Conservation (NYSDEC) or its successor. Regulated activities include, but are not limited to the erection of any structure(s); excavation; dredging grading and filling; clearing of vegetation; and application of chemicals." This deed covenant shall be recorded with the Clerk of Suffolk County within 90 days of the issuance of this permit. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be sentwithin one calendar year of the issuance of this permit to:NYSDEC, Regional Manager, Bureau of Marine Habitat Protection, SUNY Building 40, Stony Brook, New York 11790-2356. DEC PERMIT NUMBER PAGE 4 of 4 1-4738-02955/00001 JUP47i!H T. TERRY f +— t`9�,n Itoa,i ♦ r ri. 1 Southold. NRS\ 1 17(1 , ?OWN CLERK C". (n l i,rk 1 1 17 1 REGIStRAR or V1TAl.STAT1S11CS � O Fax (S I(,) MARRIAGE OFFICER - iJo� _ Tcicph(,nc (5 I h1 71,C. I XIII RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of Southold : "Floodplain Development Permit Application" (FDP(93) ] , and "Certificate of Compliance for Development in Special Flood Hazard Area [C/C(93) ] . V S._:iv. GcrT. TOWN OF SOUTHOLD udith T. terry Southold Town Clerk August 25 , 1993 APPLICATION _ ' PAGE 1 of a TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1• GENERAL PROVISIONS (APPLICANT to read and si6): 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT STATE ENTS HEREIN AND IN ATTACHMENTS TO _THIS APPLICATION ARE,TO T OF KN DGE,TRUE AND ACCURATE. (APPLICANT'S SIGNATU DATE f 0 C SECTION 2: PROPOSED DEY&OPMENT e com icted by APPLICAlt NA E ADDRESS TELEPH NES+� APPLICANT SG' -9-:Y/ 7� BUILDER C ENGINEER PROJECT LOCATION: • To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. J J FDP(93) VliE M USc APPLICATION PAGE 2 OF G DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT IVITY STRUCTURE TYPE New Structure VResidential 1 Family) ❑ Addition O Residential r Morc than 4 Family) ❑ Alteration ❑ Non-residential (Floodproofmg? O Yes) O Relocation O Combined Use (Residential & Commercial) ❑ Demolition ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park? O Yes) ESTIMATED COST OF PROJECT B. OTHER DEVELOPMENT ACTIVITIES: U(Fdl O Mining O Drilling O Grading ❑ Excavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) O Road. Street or Bridge Construction ubdivisiou (New or Expansion) Individual Water or Sewer System b Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for re'ae" SECTION 3 FLOODPLAIN DETERMINATION (To be comaleted by LOCAL ADMINISTRATOEZI The proposed development is located on FIRM Panel No. Dated The Proposed Development: ❑ Is MIQJ located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation at the site is:- Ft. NGVD (MSL) ❑ Unavailable O The proposed development is loca(cd in a floodway. FBFM Panel No. Dated ❑ Sec Section 4 for additional instructions. SIGNED DATE APPLICATION PAGE 3OF4 SECTION 4 ADDITIONAL INFORMATION REQUIRED fTo he comnlctcd by LOCAL ADMTNISTRATnRI The applicant must submit the documents checked below before the application can be processed: O A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Development plans,drawn to scale, and specifications, including where applicable:details for anchoring structures, proposed elevation of lowest floor (including basement),types of water resistant materials used below the first floor, details of floodproofmg of utilities located below the first floor and details of enclosures below the first floor. Also ❑ Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new Gll elevation Ft. NGVD (MSL). ❑ Floodprooftng protection level (non-residential only) Ft.'NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or - architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other- SECTION 5 therSECTIONS PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR I have determined that the proposed activity. A.❑ Is B.❑ Is not in conformance with provisions of Local Law dr . 19 The permit is issued subject to the, conditions attached to and made part of this permit. SIGNED DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. APPLICATION a PAGE 4OF4 APPEALS: Appealed to Board of Appcals? ❑ Ycs ❑ No Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Conditions SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard ALea.& bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? OYES ❑ NO DATE BY DEFICIENCIES? OYES ❑ NO DATE BY DEFICIENCIES? O YES ❑ NO SECTION S: CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADh4INISTRATOR) Certificate of Compliance issued: DATE: BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑ EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY_ CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #-, 19_ SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , I9_, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C/C(93 ) U.S.DEPPRTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION Al. Building Owner's Name MR.ED WERTNER > A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. 180 WINDY POINT LANE City SOUTHOLD State NY ZIP Code 11971 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) 1000-78-06-3.3 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude: Lat.41 DEG 02MIN 25.7SEC Long.72DEG 25MIN 27.6SEC 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 8 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) 1143 sq ft a) Square footage of attached garage 514 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 1.0 foot above adjacent grade 5 within 1.0 foot above adjacent grade 2 c) Total net area of flood openings in A8.b 1445 sq in c) Total net area of flood openings in A9.b 442 sq in d) Engineered flood openings? ❑ Yes ® No 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,TOWN OF 360813 SUFFOLK NEW YORK B4. Map/Panel Number B5.Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood B9.Base Flood Elevation(s)(Zone 63103CO166 H Effective/Revised Date Zone(s) AO, use base flood depth) 09/25/2009 AE EL 6 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑NGVD 1929 ® NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ 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 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,AR/A,ARAE,AR/A1-A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: Vertical Datum: NAVD 88 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ® 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) 6.3 ®feet ❑meters b)Top of the next higher floor 9.0 ®feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑feet ❑meters d)Attached garage(top of slab) 6.3 ®feet ❑meters e) Lowest elevation of machinery or equipment servicing the building 8.1 ®feet ❑meters (Describe type of equipment and location in Comments) 0 Lowest adjacent(finished)grade next to building(LAG) 5.5 ®feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) 5.9 ®feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support __ ❑feet ❑meters 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. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that an false statement may be punishable b fine or imprisonment under 18 U.S. Code, Section 1001. Y Y P Y P �,�• _ ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No t Certifier's Name JOHN T METZGER License Number 49618 ' { Title OWNER/PRESIDENT Company Name PECONIC SURVEYORS � -" T•l' „,;�:`-� r,,. t Address 1230 T LER STREET City SOUTHOLD State NY ZIP Code 11971 Ab.43c0�1-ICT Signature Date 04/09/2014 Telephone 631 765-5020 LAND SL 1-01Y 01 FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces,copy the corresponding information from Section A. E Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. ft N ! i 180 WINDY POINT LANEr City SOUTHOLD State NY ZIP Code 11971 Ctampaty 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)building owner. Comments Signature / Date 04/14/2014 SECTION f—6UILDING ELEV T NFORMATION(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 8-9 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 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 statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner's 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's floodplain 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. G1. ❑ 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)of the building: ❑feet ❑meters Datum 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 Comments ❑Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. 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: 180 WINDY POINT LANE City SOUTHOLD State NY ZIP Code 11971 Company NAIC Number: 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. photo_2.JPG(JPEG Image,640 x 480 pixels) https://uwc.webmaii.optimum.net/attach/photo_2.JPG?Sid=&mbox=l... MW f, a FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVAtION CERTIFICATE, page 4 Building Photographs Continuation Page 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: 180 WINDY POINT LANE City SOUTHOLD, State NY ZIP Code 11971 Company NAIC Number: 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. photo_1.JPG(JPEG Image,640 x 480 pixels) https://uwc.webmai1.optimum.net/attach/photo_I.JPG?sid=&mbox=L.. . . . .. ......... r FEMA Form 086-0-33(7/12) Replaces all previous editions. i Town Hall Annex J Telephone(631)765-1802 is 54375 Main Road N (631)765-g9 P.O.Box 1179 G Q roger.richerdown.soutno .ny us Southold,NY 11971-0959 I, BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: is Address: ! Phone No.: t : i JOBSITE INFORMATION: (*Indicates required information) *Name: ��- *Address: 1 F0 t rri Com`- I *Cross Street: *Phone No.: S-S Permit No.: (p Tax-Map District: 9000 Section: '7 Block: Lot: 3 , *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: //.% / NO. Rough in �Fin . *Do-you need a Temp Certificate: YES I. Temp Information(if needed) *Service Size: Q!:h:a::se ) 3Phase 100 150 200 300 350 . 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead ` Additional Information: PAYMENT DUE WITH APPLICATION 82=Request for fnspecUon Form QQ_ C- <-Z5- 5 I TO-WN OF SOUTHOLD PROPERTY RECORD CARD :. _ z OWN9R STREET VILLAGE DIST. SUB. LOT f � r'�MU!. � �t\.Pti► ' �/' F.t t va � �� ~l L....-- .��S�F�"'�y��.. ��r"" FORM#k OWNER oo I ,. N EfJ�nlqe-d S W /} TYPE OF BUILDING RES. SEAS. VL. - FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL' DATE REMARKS /17 IX `'^!V � �v +� l rid ^'F,d / �.� `;' � G"�., -�'"�4•A�"t-..� l.r' r— `C._.L:.... AGE BUILDING CONDITION 7/3 C1 NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 Tillable 3 Woodland f c' Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD Total IDOCK PATRICIA C. MOORE Attorney at Law Main Road 51020 Main Road Southold,New York 11971 Tel: (631) 765-4330 Fax: (631) 765-4643 July 10, 2002 BY HAND Mr. Edward Werthner P.O. Box 450 Jamesport, NY 11947 Re : Windy Point Lane, Southold, NY hV t Dear As per our telephone conversation, enclosed please find the following documents for the above referenced matter: 1 . Single and Separate Search (required by Bldg. Dept . ) 2 . DEC Permit, sign, Notice of Commencement, and Notice of Completion 3 . Survey with DEC approval and Site Plan by DRK Consulting Engineers 4 . Southold Board of Trustees approval , permit and sign 5 . Septic System Design with Health Dept . approval and special conditions of approval If you have any questions or need anything else, please do not hesitate to contact me. Very tru y yours, L�Patricia C. Moore PCM/mr Encls . PATRICIA C. MOORE Attorney at Law 51020 Main Road F Southold,New York 11971 Tel: (631)765-4330 JUL L 1 5 M2 x: (631)765-4643 LJ Fa Margaret Rutkowski Melissa McGowan (0)L JQ Secretaries July 12 , 2002 Mr. Mike Verity Southold Building Inspector Southold Town Hall Main Road, Southold NY 11971 RE : R10-01-235 Edward Werthner SCTM# 1000-78-06-2 & 3 . 1 Dear Mike, In accordance with your office' s request, please be advised that the subject lots are being purchased by Edward Werthner and the lots are being developed as one lot . The deed which is to be delivered at closing of title will have a description of the merged lot . As you can see from the Trustees, DEC an,-A' Health Department approvals the above referenced lots will be merged. My client' s building permit application is to develop a merged parcel . Very truly yours, Patricia C. Moore cc : Edward Werthner ROBERT B. HOLZMAN LICENSED LAND SURVEYOR 1205 WALNUT AVENUE BOHEMIA,NEW YORK 11716 PHONE(631)589-0261 TO: DATE. September 24, 2002 ED WERTHNER SUBJECT. 1000-78-6-2 &3 PO BOX 450 JAMESPORT, NY 11947 13398 INVOICE/STATEMENT PREVIOUS BALANCE: PAYMENTS: BALANCE: PROFESSIONAL SERVICES: 1. STAKE OUT HOUSE WEST SIDE WINDY POINT LANE, 90.00'SOUTH OF MAIN BAYVIEW ROAD, SOUTHOLD. 2. STAKE OUT HAY BALE LINE. 3. RECOVER PROERTY LINE STAKES. 4. AVERAGE SETBACK TO SOUTH. 5. REVIEW SANITARY PLANS. TOTAL AMOUNT DUE $1,460.00 SOCIAL CONCRETE INC. 131 Mill Road,Yaphank, NY 11980 .t Office Phone#:(631)345-3748 Paul's Cell#:(516)805-1324 Office Fax#: (631)345-3762 Tony's Cell#:(516) 779-7655 November 7, 2002 RE: WINDY LANE, SOUTHOLD To Whom It May Concern: You are hereby advised that Social Concrete Inc.,completed all rebar, footings and walls as per the plans and specs provided. Very truly yours, i Antonio Dominques Owner /sam 11/21/2002 23:06 9142487557 _ DRK CONSULTING ENGIN PAGE 01 DIRK CONSULTING ENGINEERS 2 DALE AVENUE, SOMERS, NEW YORK 10589 (914) 248-7 • November 19, 2002 aa► C04 PNOM ~ fox Town of Southhold Building Department W 6 53095 Main Road Southhold, NY 11971 Attn. Bruno Re: Property Located at Windy Point Land and Main Bayview Road, Town of Southhold, Suffolk County �TM_District 1000, Section 078; Block 06; Lots 2 and 3 -;T! 2 2 2002 Dear Sir. It was a pleasure talking with you "ifjaze f¢r, l cell hone running out of power. In reference to the above-mentioned propei-:y, the owner has apparently given me misinformation. I offer the following comments and recommendations, 1. The site has been approved by NYSDE(;to modify the grading in compliance with the approved septic disposal plan. No other re-grading has been approved. I do not recommend placing 18"to 3'-0" of fill t:m rover the footings. Additionally the footings were to be constructed 3'-0' below gr::xie and would not have the appropriate frost protection on the open interior of the cr wl space if they do not have this cover. 2. The original plans delineated the footing were to be excavated 3'-0", waterproofed and insulation applied to the interior to be incompliance with the Energy Code. 3. The footings were to be set on firm soil, not moist-peat material as you described in our telephone conversation. I would r.,uggest that the footing size be increased to 12" x 24" minimum with 2 rows of#4 reba,. ince Mr. Werthner did not follow the approved plans it will be necessary to modify the existing undersized footing which apparently has been constructed at or r;,.:ar grade. I have no knowledge why the owner chose to do this. I would suggest the following: 1. The existing footing be pinned, and a o+ !nch excavated 3'-0" below grade. 11IX 12002 23:06 9142487557 DRK CONSULTING ENGIN PAGE 02 2. A new 12" x 24" min.footi be poured with#4 horizontal rebar, provide key and vertical#4 rebar at 12" on�nter. I The existing footing will ne+b jo be cleaned, and drill and grout in vertical 04 rebar at 12" on center. 4. A bonding agent applied, n0whorizontal and vertical rebar mat constructed for the proposed wall section, fonito install and the proposed new wall poured and vibrated. 5. The proposed footings, and walls need tr be inspected before and after the pour for compliance. Please hold, file and do not appraive the signed and sealed drawing that Mr. Werthner will be giving to you shortly. ,jl have to work out exactly what the owner is doing. Thank you for your assistance; . Sincerely, Donald R. Knapp, P.E. o��g�FFO��coG o� y� y Z Town Hall,53095 Main Road • Fax(631)765-9502 P.O. Box 1179 y�0 a�� Telephone(631)765-1802 Southold,New York 11971-0959 .� `�► BUILDING DEPARTMENT TOWN OF SOUTHOLD November 20, 2002 Edward Werthner PO Box 450 Jamesport, NY 11947 Dear Sir: Please take notice that we have recently issued a stop work order in connection with permit#28797Z, for construction of a new dwelling at Windy Point Lane, Southold, N.Y. County Tax Map Number 1000-78-6-3.3. In order to rectify this situation,we are requiring that all new construction be reviewed by the Southold Town Zoning Board of Appeals. We have amended your Notice of Disapproval and forwarded it to that office. In addition,based on new information provided to us, we are requiring that you resubmit your application to the New York State DEC and the Southold Town Trustees. In addition, a Gecond floor hathmnrl seems to be not in compliance with 711.2B,which requires a clear height of 7 feet in any bathroom. Please provide us with more detailed information so we can make this determination. Please call this office immediately at(631) 765-1802 between the hours of 8:00 a.m. and 4:00 p.m. Thank you for your prompt attention to this matter. CYo rs, 4 ignature CC: File Southold Town Building Department _ 53095 Main Road Southold,N.Y. 11971 facsimile Tel#: (631)765-1802 Fax#: (631)765-9502 ftmsmittal To: Mr. Johnson Fax: 631-734-5891 From: Bruno Semon Date: February 14, 2003 Re: PB#28797z-Pisciotta/Wertner Pages: 4 CC: Office file ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle hed is the Trustee's permit for a property located at 78-6-20 in Southold under the above me. I believe this applicant is coming back in for an amendment to bring in additional fill. verbally that approximately 2000 cubic yards will be required. y. form me of the status on this permit. Thank Y B Semon Building Inspector Condon Engineering, P.C. New York State Licensed Professional Engineer 1755 Sigsbee Road 631-298-1986 Matdtuck,New York 11952 Fax 631-298-2651 August 11, 2003 Mr. John Boufis Building Inspector .,_• Southold Town Building Department Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Subject: Permit#28797—Windy Point Road, Southold New York Dear Mr. Boufis : Attached are revised drawings showing the"as built"conditions at the Werthner residence. Also attached is the revised energy calculations for the building reflecting the additional space and the new window and door. If you have any questions regarding this letter please call me on 631-298-1986. Yours truly, ondon, P.E. jo f O�rl+ ol� �tT 'TSS TluRb`- S W 0 lC.( _- 703 COMPLAINT REPORT NAME: DONNA COOK DATE 4 /22/05 ADDRESS: PHONE # HOW RECEIVED: - TEL. -MAIL- IN PERSON LOCATION OF COMPLAINT: 180 Windy Point Rd . Southold SUFF. CO. TAX MAP # 78-6-3 . 3 OWNERS NAME : EDWARD WERTHNER NATURE OF COMPLAINT: OCCUPYING DWELLING WITHOUT CO EXPIRED PERMIT ASSIGNED TO: INSPECTION DATE: REMARKS: ACTION TAKEN: LETTER SENT 'TO ]It. VERTHNER 4/25/05 TO RENEW PERMIT & CALL FOR A FINAL INSPECTION. FILE # IF APPLICABLE RE-INSPECTION DATE: o�oSUFFot�-�oG 03 Z Town Hall,53095 Main Road O Fax(631)765-9502 P.O. Box 1179 y?jOl �aO� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Apri125, 2005 Mr. Edward Werthner P.O. Box 450 Jamesport, N.Y. 11947 Re: Building Permit #28797-Z Premises @180 Windy Point Road, Southold, N.Y. Suff. Co. Tax Map #1000-78-6-3.3 Dear Mr. Werthner: It has been brought to the attention of the Building Department that the above building permit has expired, and a Certificate of Occupancy has not been issued. The last inspection was done on September 11, 2003, which was for insulation. According to the Code of the Town of Southold, a building permit expires in 18 months from date of issue, with a 6-month extension for a total of 2 years. If at the end of two years construction is not completed, the building permit must be renewed and a new fee submitted. The fee to renew the building permit is $841.90. Please contact this office as soon as possible so that this matter can be resolved. Respectfully, SOUTHOLD TOWN BUILDING DEPT. w 8T 2005 � AUG 1 9 2005 e Board.of Town Trustees L Town of Southold „ 53095 Route 25 PO Box 1179 Southold,NY 11971 via fax.- 631-765-6641 Dear W. KrupsId, It came to my attention today that there was a T,�miee Hearing regarding Ed Werthnc'p property re-grading and wetland removal that I was never matte aware of. Ibis appy ov iq were granted by you January 2002. The work that was done there as a result of those approvals have resulted in serious damage the my propeny_ Please tell me how to address this issue. Sincerely, Dorms Coop 765-6841 6900 Main Bayview Road Southold,NY 11971 r �G b0 39vd 3snOHN3dhH Tb89S9LTE9 VE:30 500Z/8T/80 August 18, 2005 Board of Town Trustees Town of Southold 53095 Route 25 PO Box 1179 Southold,NY 11971 -�is fax. 631-765-6641 ' Dear Mr. Kmpski, I purchased a four room cottage with a separate piece of property for myself and my four children in October 1994,on a prayer. Since that time my kids have split the two bedrooms. I spent years fixing the house acid working. My children have disabilities that mattes life difficult. I had to learn how to repair my house myself and raise my boys myself Money is the biggest difficulty. I called various Southold Town Boards and Suffolk County Health Departrnent before I purchased my home and asked if there wouid be any dif=lty separating the two properties that were merged by the town as non- conforming lots. The County said it was already two lots and the town, Craig Turner, said that my circumstances melt the criteria to unmerge them and I should apply to the building department and Zoning Board of Appeals when I had the money. From 1994 until 2000 I replaced floors,walls and windows, added insulation, instdIM a new hot water heater and many more things than I care to mention, mostly by myselfat night while my kids slept and had to borrow money to pay for what I couldn't do. 1a 20011 was finally able to refinance my hou.3e to take out equity to put in a kitche%finish repairs and build two bedrooms and bath upstairs. I hired an architect,Richard Dawley,and a local builder,William Hulse. The architect new-r completed his plans a #1 needed to go to small claims court to get my$900.00 down payment back. I won in court and the architect filed bankruptcy. In the meanfimq,building rules changed and I bad to find a," engineer to complete all new plans. It was another year before I finally received Building department and ZBA approvals. Also in 20011 was contacted by Ed WerdwWs attorney,Pat Moore, about giving up my back well (I had two)so Werthner could put in sep#ic tanks on property he purchased next to mine. In good faith I agreed to his only insuring the cost of hooking up to pubh, water($3400.00 for SCWA fees and installing the needed trench and water pipes). .1 didn't want it to cost me money when my front well was no longer usable and 1 cou idn't use my rear well. Mrs. Moore drew up a contract in January 2002 for her to hot>3 ILt $3440.40 in her escrow account and release it to mo when Werthner closed on tlsis property_ With this they were able to get the T,r,vn Trustees,the ZBA, building department,DEC,health department and whc -else's approvals were needed to b wild a house. Finally,in January 2003 the builder started my renovations. He did not follow the approved plans and did not consult the engineer or building department- He stwte d the TO 39Vd 3snOH83dAH Tb8999LTE9 VE:90 9002/8T/80 work,was partially paid,purchased a hoose in Greenport with the money I pard him and then decided he didn't want to finish my jab. He Ad me with an unfinished shell of a kitchen that had a 7 foot hole where one window was supposed to be,two other wuxiows seriously leaking and no sign of a second story. In February 2003 he nailed a piece of plywood over the hole to supposedly keep the snow out and left. I itmnediately filed small claims court action for some of my money back because I was told he was selling his house and moving out of state. I won in small claims court and he moved. Then I found out that most of the work he did needed to be redone at an expense of over$8,000.00. I also had to hire an engineer to change the plans to show the structural changes that he made. I am still finding and repairing his damage. During that time I noticed that my rear prop�.rry was holding large amounts of water. i had clay in the rear yard so there was always a. 10 or 15 foot area that perked slowly,but now there was well over 100 feet of stev(G ig wase that took months to drain. I called Fd Forrester. He said he thought more rain thm usu tl utas probably the problem. By 2003 neighbors where complaining about the mosquitoes and the water. The blest complaint was from Saccomano(along my southeast)who had inherited and moved into the house next to me in 2002. She constantlY asked when I would eliminate the water and started throwing chemicals into the water for the mosquito larvae. I had to ask her ffv. a a1 times to stop because animals litre there. I stopped working on the house and called two local landscapers and an excavator to help identify the source of the water problem. All said the re-grading of the rechargo/wetland area wtw-re Werthnees house now sits,whk i+ runs along my northwest, was the problem. Ito Sac,.*mano's property, which is 300&-et . long that sevfly slopes acid pitebts towar4 ruble, is the biggest runoff contributor. Their runoff used.to flow past my property, and acommdate on the wetlandlrechargearra along the canal,with other runoff that accum. ire*..ed the-.from the surrounding area. Weillum eliminated those wetlands,re-grading it up and ad,W retaining walls. Water can no longer go tlmre and now settles in my yard. Werthaer's property was a wooded wetland/recharge area that was home go turfles.red fox, deer and a variety of birds. Ally yard is now a muddy unusable moss. The private mad,which belongs to the Stegw's, has reeds along the entire length of Werthner's property and catches some of the run%ff. But Werttmer moved into his house in 200,placed it up far sale and is slowly remim ing this area by mowing down the reeds a little at a gree leaving the area smaller and smaller. I got an estimate to fix the water problem caused by the Werthner's and Saccomano's properties(close to$10,000.00)so I could just fix it. The landscaper and excavator said the vegetation needed to be removed to expose the ground before they could start. In the Si,trlsiitet'i7a112004 I"ted the work,cleating out the vegpdation, removing some,el"and I applied for the waiver of merger to gvr':he mot k-ly. We scheduled the work to be done when I received the waiver and the land was clean•, 1 hey would comeback and form. trenches and pockets. The excess clay and •soil would be used to form berms around my yard and the treewWpocket areas would be filled with gravel and sand. A layer of topsoil to cover the entire area would then return the property to it's original grade. The z*,.ter would have a place underground to go,mifigafing the problem at my own expe wa- Z0 30Vd 3snOH83dAH Tb8999LTE9 bE:90 9002/8T/80 In January 2005 the Trustee's notified me its.d I.had to mately stop removing vegetation from my`wetland/scrub-shn�h area". My property was never considered to be wetlands before and I never requited Tri atee inv.ivernent when.I received my variance- and arianeceand building permit for my addition. This notice ei eavx!serious problems with my request for waiver of merger. Stopping the work le-ft my property looking like a barren,empty, muddy bowl and that's how it stayed. Saccamana's loaded OM didn't warn me to-use my rear property and would rather have the ik:+ater,so they convinced a nei$hbar, McGinnis,that if I un-merge the property ff y.mess would go to their property. McGinnis wrote a letter of concern to the ZBA. The Sacoinano's then addressed the ZBA novo describing the-water that-she-had been throwing aNw*Als into-and-was.complaining-about as"alt en*oro entally sernsitive area"and said"I.played in that swamp as a kid', requesting that I not be allowed to un-meergr. Mr. S.viecomano then told one of my kids that he was going to sue him if water came onto tris properly. And it's.MS runoff. All I wanted was to fix this problem mysWand steer very,vary clear of Saecomano and Wetthner. Werthner then wrote-a letter'to the ZRA-requesting they deny me. When I approached Wethuer to give him a letter asking him to address the water in my yard, he shoved me. I had to file a report with the police. The ZBA eventually denied my waiver request. As for my well,Mrs.Moore never placed.the Buds in escrow, w�plained to.-me that it wasn't her problem and I had to hire au attorney to help we get the money dkccdy fran Wetthner, receiving it 2 years after I was supposeed to, in January 2004. I still do not have the trench and pipes and win have to take him.to~mall claims court for this cost. Now I don't havethe funds to.fix the yard ut vw1ror finish my house. I'm,not even able.to use the rear property now because it is noro,a muddy,unusable.useless mess. And I have to hire an engineer, again,to change the plarve eliminating the second story.completely, staying with four rooms. The Trustees have jurisdiction over Wrrthner's property affectmg/effectingwe as a result of his wetland approvals and can make him stop removing the reed area that is left on the road. Please help with tfiis_ Sinc;eree ly, Donna Cook 765-6841 6900 Main Bayview Road (25 and 425 Private Road 12) Southold,NY 11971 m. Building Department Z13A Ila �9oe�yc Planning Board 60 30Vd 3snOH83dAH Tb8999LT£9 VE-90 900Z/8T/80 o��p�mSO!/ryol � o Town Hall,53095 Main Road Fax(631)765-9502 P.O. Box 1179 G Q Telephone(631)765-1802 Southold,New York 11971-0959 �O olyComm BUILDING DEPARTMENT TOWN OF SOUTHOLD May 30th, 2006 Edward Werthner P.O. Box 450 Jamesport, N.Y. 11947 RE: 180 Private Rd#12 SCTM# 078 0006 003.003 Dear Mr. Werthner, Please be advised that your Building Permit#28797 issued Oct. 1 st, 2002 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit,please submit a fee of$841.90 at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions,please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. JUN � 2 V �o 'pF SO!/r�,ol Town Hall Annex Telephone(631)765-1802 54375 Main Road 4 Fax(631)765-9502 P.O.Box 1179 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD April 20th, 2009 FIRST NOTICE Edward Werthner Nancy Ryan P.O. Box 982 Southold, Al Y. 11971 RE180 Private Rd. #12(New Dwelling W/Covered Front Porch) SCTM: #1000-78.-6-3.3 Dear Mr. Werthner 4 Ms Ryan, Please be advised that your Building Permit#32144 issued June 21st, 2006 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit, please submit a fee of$841.90: at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUT14OLD TOWN BUILDING DEPT SO!/lyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Southold,New York 11971-0959 �0 ly�4UNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD FINAL NOTICE January 21st, 2010 Edward Werthner Nancy Ryan P.O. Box 982 Southold, N.Y. 11971 RE: 180 Private Rd. # 12 (New Dwelling) SCTM: # 1000-78. -6-3.3 To Whom It May Concern: Please be advised that your Building Permit # 32144 issued June 21st, 2006 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit please submit a fee of $ 841.90: at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT E2so E&R2 E000 o2Lo e pF SO�lyol. 0 Town Hall Annex Telephone(631) 765-1802 54375 Main Road y �r Foix(631)765-9,502 P.O.Box 1179 G Southold,NY 11971-0959 7010 11290 13002 8968 4967 BUILDING DE ARTMENT TOWN OF SOUTHOLD Edward Werthner MAY 27t" 2010 Nancy Ryan P.O. Box 982 Southold, N.Y. 11971 Re: 180 Private Rd. # 12 / Violation SCTM # 1000-78.-6-3.3 To Whom It May Concern: Your BUILDING PERMIT# 32144 issued June 21St, 2006 for construction of a NEW DWELLING has been referred to me because you have not responded to requests to obtain your Certificate of Occupancy as required by Southold Town code. Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector. Therefore, you have ten days from the receipt of this letter to submit a check made out to the Town of Southold in the amount of $841.90: to renew the building permit, or legal action will be taken against you. Should you have any questions, call the building department between the hours of 8:00 a.m. and 4:00 p.m. Respectfully Yours, /Z. Damon Rallis, Zoning Inspector Southold Building Department Southold Town Building Department P.O.Box 1179 Permit#: 36072 54375 Main Road " Southold,New York 11971 Permit Date: 12/3/2010 l ? (631)765-1802 Expiration Date: 6/3/2012 Parcel ID: 78.-6-3.3 BUILDING PERMIT RENEWAL LETTER Dated: 6/3/2013 Applicant: EDWARD WERTHNER Location: 180 PRIVATE RD#12 SOUTHOLD Work Description: SINGLE FAMILY DWELLING CONSTRUCT A NEW SINGLE FAMILY DWELLING WITH COVERED FRT. PORCH AS APPLIED FOR,PER DEC,SCHD& TRUSTEES W/FLOOD PERMIT REPLACES EXPIRED BP #32144 A FEE OF $420.95 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: EDWARD WERTHNER Address: P.O. BOX 982 `` 9 o SOUTHOLD,NY 11971 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department P.O.Box 1179 • ' 54375 Main Road Permit#: 36072 Southold,New York 11971 Permit Date: 12/3/2010 & (631)765-1802 Parcel ID: 78.-6-3.3 Expiration Date: 6/3/2012 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 8/6/2013 Applicant: EDWARD WERTHNER&NANCY RYAN Location: 180 PRIVATE RD#12 SOUTHOLD Work Description: SINGLE FAMILY DWELLING CONSTRUCT A NEW SINGLE FAMILY DWELLING WITH COVERED FRT. PORCH AS APPLIED FOR,PER DEC,SCHD& TRUSTEES W/FLOOD PERMIT REPLACES EXPIRED BP # 32144 A FEE OF $420.95 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: EDWARD WERTHNER&NANCY RYAN Address: P.O. BOX 982 SOUTHOLD, NY 11971 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. xr�-- Southold Town Building Department u P.O.Box 1179 Permit#: 36072 a 54375 Main Road Southold, New York 11971 Permit Date: 12/3/2010 yl (631) 765-1802 Expiration Date: 6/3/2012 Parcel ID: 78.-6-3.3 Dated: 9/16/2013 Applicant: EDWARD WERTHNER&NANCY RYAN Location: 180 PRIVATE RD#12 SOUTHOLD Work Description: SINGLE FAMILY DWELLING CONSTRUCT A NEW SINGLE FAMILY DWELLING WITH COVERED FRT. PORCH AS APPLIED FOR,PER DEC,SCHD&TRUSTEES W/FLOOD PERMIT REPLACES EXPIRED BP #32144 Owner: EDWARD WERTHNER&NANCY RYAN Address: P.O. BOX 982 SOUTHOLD,NY 11971 Your BUILDING PERMIT #36072 has been referred to me because you have not responded to requests to obtain your Certificate of Occupancy as required by Southold Town code. Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector." Therefore, you have ten days from the receipt of this letter to submit a check made out to the Town of Southold in the amount of$420.95 to renew the building permit, or legal action will be taken against you. Should you have any questions, call the building department between the hours of 8:00 a.m. and 4:00 p.m. Respectfully Yours, 4,`b�� 7010 1060 0001 1574 9493 Michael Verity: Chief Building Inspector Southold Building Department o��oF so�jyQl � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 A� �yCOUNTY I August 11, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Edward Werthner 5 PO Box 982 Southold NY 11971 � �L ►� �f . Re: 180 Road #Private 2, Southold t qD TO WHOM IT MAY CONCERN: )'F 14 The ollo 'ng Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. inal Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38366 - New Dwelling ■ Complete items 1,2,and 3.Also complete A. Signa item 4 If Restricted Delivery is desired. =Addressee � ■ Print your name and address on the reverse Addre so that we can return the card to you. B. eceived by(Printed me) G.3ate Delivery j ■ Attach this card to the back of the mailpiece, or on the front If space permits. ^ D. Is delivery add d from Item 1? es 1. Article Addressed to: Q of If YES,enter d ivery address below: ❑ AUG 10 2013 Q p, 3. Service Type . o � - 0 Certltled WillO Ragefed 7�Re�tum:�;�'�' Merchandlse E3 insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) i]Yes 2. Article Number r/ (Transfer from service label) 7513 d 1„(j Q ��Q t61 7�� PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 i I' i `• Postal CERTIFIED MA!LT,I' ` RECEIPT Ln (Domestic Mail Oniv,.1yo overage Provided) M (DomesticI No insurance Covefte ' • ••r Q -0 For delivery information visit our website at www.usps.comu 171- e , NU C30 E= PICIAL USE m Ln I r- N ru ��'b g $ .7 [U 3 �t C Postage $ I.n Certified Fe Certified Fee J i -'tmark M ! C3 Return Receipt Fee ` Here r C3 Return Receipt Fee Postmark (Endorsement Required) t/ ,� O (Endorsement Required) N JAN 1 2010 -� Here f C3 C3 Restricted Delivery Fee 1 Restricted Delivery Fee (Endorsement Required) y i\_�{ (Endorsement Required) i C3 rq i '� USPS Total Postage&Fees Iti Total Postage&Fees 1-3 C3 l Sent To r,L (I Sento r11J�1_C_ h.- -- p _ 1 r9 ------------------------ rl Street 3.No.; r-3 Streef,Apt No.; n• '' or PO Box No. � p�________________________ f%- or PO Box No. a CiryCtate,ZIP+4 ` ,-1 CitK.............ZIP+ ----------------------- -------- C/ty,State,ZIP+4 rn ■ Complete items 1,2,and 3.Also complete A. SI ure I L item 4 If Restricted Delivery is desired. X O e4lt ■ Print your name and address on the reverse .t ❑Ad so that we can return the card to you. g, ed ted N ) 111111io t� �p�( Attach this card to the back of the mailpiece, �1 or on the front if space permits. 1. Article Addressed to: D. Is delivery address different fro h 1? ❑Yes 3&o-7a If YES,enter delivery address w: ❑ 9&)'11 �th� USPg ��n e�q- . j�C/�/ 3. Service Type ❑Certified Mail Cl Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (Transfer f3om service labeo 7010 11960 a an01 / '7,! 9 VCf 3 PS Form 3811,February 2004 Domestic Return Receipt `� 1102595.02-M-11640 Postal (DomesticM CERTIFIED MAILT,, RECEIPT Er Only; Er Ln Postage $ Ae certified Fee C3 Return Receipt Fee f R 'Pstrmark 0 (Endorsement Required) H , O Restricted Delivery Fee C3 (Endorsement Required) ..D � Total Postage&Fees Sent To wt :C3 W ham. : .--►-: ry_ or PO No.Box - ......-= s. ,�- --- ga---- --- ------------------- ry I 0 TITLE NUMBER FNP-00322 VARIANCE SEARCH JEANNE ANSTETT, BEING DULY SWORN DEPOSES AND SAYS: THAT SHE RESIDES AT 386 MARCY AVENUE, RIVERHEAD, NEW YORK AND IS OVER THE AGE OF 21 YEARS AND THAT SHE IS THE OFFICE MANAGER OF PECONIC ABSTRACT, INC., AND THAT UNDER HER SUPERVISION AND DIRECTION, TITLE WAS EXAMINED TO THE PARCELS OF LAND DESCRIBED ON THE ANNEXED SCHEDULES. THAT SAID EXAMINATION MADE TO INCLUDE 612002 AND SAID TOWN TO DISCLOSE IF SUBJECT PREMISES IS IN FACT SINGLE AND SEPARATE OWNERSHIP AS APPEARS FROM THE CHAINS OF TITLE ANNEXED HERETO AND THAT THE EFFECTIVE DATE OF THE APPLICABLE ZONING ORDINANCE IS 812011977. AND THAT THIS AFFIDAVIT IS MADE TO ASSIST THE BOARD OF ZONING APPEALS OF THE TOWN OF SOUTHOLD AND TO REACH ANY DETERMINATION WHICH REQUIRES AS A BASIS THERETOFORE THE INFORMATION SET FORTH HEREIN AND KNOWING FULL WELL THAT SAID BOARD WILL RELY UPON THE TRUTH THEREOF. LIABILITY UNDER THIS SEARCH IS LIMITED TO $25,000.00. DATED: 119102 SWORN TO BEFORE ME THIS PECONIC ABSTRACT, INC. 9t" DAY OF JANUARY, 2002 BY: NOTARY PUB amp 3bM f n b�intOclobK� Title Number: FNP-00322 Subject Premises: 1000-078.00-06.00-002.000 �gS? 1000-078.00.06.00.003.001 Tax Lot 003.001 Harry Brill-Edwards Dated: 9/4/73 Frances L. Krukowski Recorded: 10/24/73 To Liber 7516 page 68 Anthony Pisciotta (premises and more) Qobert Pisciotta Joseph Pisciotta Joseph Pisciotta Dated: 1/2 84 To Recorded: /84 Anthony Pisciotta Liber 9510 page 267 Robert Pisciotta (subject premises) Anthony Pisciotta died 5/17/99 Suffolk Surrogates #1070P1999 appointing Madeline Pisciotta, as Executrix. Letters issued 6/14/99. Last Deed of Record .................................................................. Tax Lot 002.000 Harry Brill-Edwards Dated: 918/73 To Recorded: 10/24/73 Chester Manor, Inc. Liber 7516 page 71 Continued...... Sworn to before me this Peconic Abstract, Inc. 9th day of January, 2002 urv,,,t () Notary Public Je ne Anste , Office Manager MICHELLE VAIL Notary Public,State of New York No.01VA4989798.Suffolk County Commission Expires December 16, 200 Title Number: FNP-00322 Continued..... Subject Premises: 1000--078.00-06.00-002.000 1000-078.00.06.00-003.001 Chester Manor, Inc. Dated: 314196 To Recorded: 3128196 Anthony Pisciotta Liber 11767 page 724 Robert Pisciotta Anthony Pisciotta died 5117199 Suffolk Surrogates #1070P1999 appointing Madeline Pisciotta, as Executrix. Letters Issued 6114199 Sworn to before me this Peconic Abstract, Inc. 9th day of January, 2002 Notary Public J&1 e Anstett, Office Manager MICHELLE VAIL Notary Public,State of New York No. OIVA4989798 - Suffolk County Commission Expires December ts, 2005 Title Number: FNP-00322 North of Subject Premises: 1000.078.00.06.00-001.000 Joseph Agugliaro Dated: 10/16167 Catherine Agugliaro, his wife Recorded: 10123/67 To Liber 6242 page 494 John Agugliaro No proof of death for John Agugliaro in Suffolk County. Joan Agugliaro, as Dated: 717177 Administratrix of the Est. of Recorded: 7113177 John Agugliaro Liber 8269 page 18 To Stephen J. McConnell Joan Agugliaro, as Adm. of Dated: 116178 The Est. of John Agugliaro Recorded: 211178 To Liber 8383 page 430 Stephen J. McConnell (Correction Deed) Virginia B. McConnell, his wife Last Deed of Record Sworn to before me this Peconic Abstract, Inc. 9th day of January, 2002 . J Notary Public Jgi6ne Anstett, Office Manager MICHELLE VAIL Notary Public, State of New York No. OIVA4989798 •Suffolk County Commission Expires December 16, 20 0 5 Title Number: FNP-00322 South of Subject Premises: 1000-078.00.06.00-004.001 Anne Schmidt Dated: 5/10/69 To Recorded: 5/28/69 Rev. John A. McGuire Liber 6556 page 215 Rev. Michael T. McGuire (part of premises) Anthony Pisciotta Dated: 2/26/74 Robert.,Pisciotta Recorded: 314/74 Joseph Pisciotta Liber 7597 page 528 To (part of premises) John McGuire Michael McGuire Reverend John A. McGuire Dated: 10/6/78 Reverend Michael J. McGuire Recorded: 10/19/78 To Liber 8516 page 576 Peter Micciche (subject premises) Dorothy Micciche, his wife Franklin E. Tompkins Dorothy R. Tompkins, his wife, As joint tenants Franklin E. Tompkins died 10/13/83 Suffolk Surrogates #497P1984. Dorothy Tompkins died 11/2183 Suffolk Surrogates #210P1984. Peter Micciche Dated: 11/5/97 Dorothy Micciche, his wife Recorded: 11/25/97 As survivors of the Joint Tenancy Liber 11864 page 428 To The Micciche Living Trust Last Deed of Record Sworn to before me this Peconic Abstract, Inc. 9th day of January, 2002 , C4-\C,c UCSX 2 Noeanne Anstett, Office Manager d g, State of New York No. 01 VA4989798 - Suffolk County Commission Expires December 16, 2005 Title Number: FNP-00322 East of Subject Premises: 1000.078.00-06.00-010.002 Thomas F. Rolleston Dated: 5121176 Virginia M. Rolleston, his wife Recorded 614176 To Liber 8045 page 269 Patricia Stegner Granting rights in common with others to use 50' private road to access Main Bayview Road. Last Deed of Record Sworn to before me this Peconic Abstract, Inc. 9th day of January, 2002 Notary Public J6nne Anst tt, Office Manager Notary Public, tate oELLE f New York No. 01 VA4989798 - Suffolk County commission Expires December 16, 2065 Title Number: FNP-00322 West of Subject Premises: 1000.087.00-04.00-010.000 Town of Southold Underwater Lane Dredged Canal Leading to Corey Creek Sworn to before me this Peconic Abstract, Inc. 9th day of January, 2002 , �-�i cAlt'('0&4 Notary Public Jea a Anstett, Office Manager MICHELLE VAIL Notary public, State of New York No. 01 VA4989798 . Suffolk County Commission Expires December 16, 20 OS WN OF ��I � AC'PiION OF THE ZONING BOARD OF APPEALS DATE Appeal No. 514 Dated ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOU►THOLD A&gr" soon" + VA~" I ' 49 A�� Appellant at a mectirg of the Zoning Board of Appeals o Wo 6 1 NO 01, no low the appeal was considered .and the actvon indicated below was taken on your Request for variance due to lack of access to property ( ) Request for a special exception uncles the Zoning Ordinance A) Requ.esL for a variance to the Zoning Ordinance 1 ) 1. SPECIAL EXCEPTION. By resalution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article Section Subsection _.._...........�..._.. pax14; ph ...........I................. of the Zoning :Ordinance, and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because # we WSW aw $60tift *0 M AVU40 xt soft"* 10"16 SW - -Akok• 20140 M 2. VARIANCE. By resolution of the Board it was dete¢mined that (a) Strict application of the Ordinance (would)(would not) produce practical difficulties'or unnec- essary hardship because MUM (b) 'TYhe hard;silip created (is) (is not) unique`and (*oul`d)`"CwoWtt,' j,b6 eShured- all-propw.des alike in`the immediate vicinity of this property and in the sine us[ dig itc"C becsluse r, (c) The var'ance (does) (does not) observe the spirit of the Ordinance and (would). (would not) change .the -character of the district beesiuse MUM and therefore, it was further determined that the requested variance ( ) be granted; be denied and that the previous decisions of the Building Inspector ( ) Abe confirmed ( ) be reversed. ZONING BOARD OF,APPEALS FORM ZB4 *+a 1600 Ott ON" tee 4m U* 1 '410M fto a" ftsholow o"d to ska rpt + irr "O"t ot awt fir is Oft a on"A" bwo to" . ftfto** st MOO*, a" due $WW 4 am**I t slow ll l TPONOW *WeiIII" ' IWO� s • ' 3 awn , NAWAUS 10 00046* ja Pam" Oaftf umos , same1 usw so so soot jwtv*w woo-sAy slow ft" UNO *M *ft.t* 20" softh js UPS so M . asp" of ss ftot to pum" S# 4*9V**+ taft ft" � u ftm SWAM t a""" ot as got to000 59 *00060 , "Ott 4uftoft ft"" ! + es *Asia" %64116 !o �- N,r.-�.-�...�.9•car,� / �� ,,a , Al A114 7-iF— , f , s� /V W yam,$< i Sit; S 1.9G .- f Cn7rldr, z'fa► W. 1/aa too gr"s+e1Laonn -Aorvc,,4ori S# j t r � IA w. Va.,r guy �-t.c prix e�'`LGt.scl.S4�"�Eys��"s `�J DESCRIPTION OF PREMISES OF ALFRED AMANTE PARCEL ONE ALL that tract or parcel of land situate, lying and being at Bay View, near Southold, in the Town of Southold, County of Suffolk and State of New York, bounded and described as fcollows;- BEGINNING at a point on the westerly line of a 50 foot Private Road 260 feet southerly along said line from the south- erly line of Bayview Road; runninthence along the westerly line of said Private Road South 25� degrees 16 minutes 10 seconds West, a distance of 110 feet; thence North 59 degrees 01 minute West., a distance of 90 feet; thence North 25 degrees 16 minutes 10 seconds East, a distance of 30 feet; thence North 59 degrees 01 minute West, a distance of 70 feet; thence North 25 degrees 16 minutes 10 seconds East, a distance of 80 feet to parcel (2) ; thence along said parcel (2) South 59 degrees 01 minute East, a distance of 160 feet to the point of beginning. PARCEL TWO ALL that tract or parcel of land situate, lying and being at Bay View, near Southold, in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows;- BEGINNING at a point on the westerly line of a 50 foot Private Road 175 feet southerly along said line from Bayview Road; runningthence along the westerly line of said Private Road South 2degrees 16 minutes 10 seconds West, a distance of 85 feet to parcel (1) ; thence along said parcel ( 1) North 59 degrees 01 minute West, a distance of 160 feet; thence North 25 degrees 16 minutes 10 seconds ;East, a distance of 85 feet to parcel ( 3) ; thence along said parcel (3) South 59 degrees 01 minute East, a distance of 160 feet to the point of beginning. PARCEL TERSE ALL that tract or parcel of land situate, lying and being At Bag View, near Southols, in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows;- BEGINNING at a point on the westerly line of a 50 foot Private Road 90 feet southerly' along said line from the southerly line of Bayview Road; running thence along the westerly line of said Private Road South 25 degrees 16 minutes 10 seem de West, a distance of 85 feet to parcel (2) ; thence along said parcel (2) North 59 degrees 01 minute test, a distance of 160 feet; thence North 25 degrees 16 minutes 10 seconds East, a distance of 85 feet; thence South 59 degrees 01 minute East, a distance of 160 feet to the point of beginning* SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES � SCJR�/�Y F'oR - �✓�RAG� S�7'�AC�-s o�/c...�/ (,clo7 �'oFZ T l TLS PcJfZ PoS�S t4AW �ti/i�W ROA D Z 0 � 0 o � 6c-r -4 t000 -7C c-- FWD�IorJ , o N O NOTES : TEST HOLE 8 _ o 1) SAME AS DIST: /000,SEC: 76 BLK: TOP OF T.H. eL= �y0 I�RoP � 0 LOTS 2 4 3.1 ON SUFFOLK COUNTY TAX MAPS. V DR�J�WA"r � 1.1 2) THE OF RECORD,IF ANY NOT SHOWE OF ANY RIGHT N EASEMENT NOT GUARANTEED. o Z 0 3) ELEVATIONS ARE SHOWN IN DATUM. 4) THE LOCATION OF WATER SUPPLY AND SANITARY SYSTEM, SL r p SHOWN AS PER ,NOT GUARANTEED. 5) 1 ) = PROPOSED GRADES. 6) ZONE J , n LOT AREA = Q 0 UNAUTHORIZEDALTERATIONS OR ADDITIONS To THIS SURVEY IS A VIOLATION OF SECTION 720! OF THE NEW YORK STATE EDUCATION LAW. g IS 'COPIES OF THIS SURVEY MAP NOT BEARING THE LANG SURVEYOR'S POKED SEAL SHALL NOT BE 0 CONSIDERED TO BE A VALID TRUE COPY. X 'CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,MID ON THBR BEHALF TO THE TITLE COMPANY,GOVMR&WTAL AGENCY AND LENDING iNsTnunON LISTED HEREON ,CERTIFICATX)NS ARE NOT TRANSFICRABLE TO ADDITIONAL UiSTITUTIONS OR SUBSEQUENT OWNERS. 'THE OFFSETS FROM PROPERTY LIMES SHOWN HEREON ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES,RETAINING WALLS,POOLS,BLDG.ADDITIONS,AND OR OTHER CONSTRUCTION. © COPYRIGHT BY ROBERT B.HOLZMAN L.S.,As PER ORIOMLAL DATE SHOWN ON SURVEY. o o o � • •' vc/ /� .oo S U V E Y 3 pF NE�ryo,(� vlslRrcT JOOcD sec-T'ton► 76 8Loc-k, C"' L.oT S -2 A 3 �o Aj x r r� SuF [.1� ��tl � TA A4QP J• A/lrnl�MJM F,c EL `I•oo �:,N Q � �� RPPReJ�t7 BUlt..alnlC> PER NI rT SJR � � 2. sL✓V, grlO.rv,J ARE: 1/J NGN/0 Igzq ;! ?Ov�/!J of �J-ocJjklot Q, StJFFO[.,KCoc1N7`{ NEW Yo RK C� 2 O BY R . 20 UBERT B HOLZMAN L.s 1-P,sf iP�Jis�fl 3S 4S4911'° J 3. Wkre-R lJN� , enJu<rl�a n �r� Fp to svF'' LICENSED LAND SURVEYOR , N.Y.S. LIC. #49176 1205 WALNUT AVENUE BOHEMIA , N.Y. 11716 PHONE # : 631 589 0261 FAX # : 631 589 4930 �� nl-e, sea SNIT 2 0i=2 DATE : 5err. 13,2a,2 SCALE : r � _ FILE :l000-78-�-2 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ' Y t �� E3a��/i�w RoP►o JCT n� '�`?1fl4 o o Z35 o � STM t000 - Cron -1G-` — CM t .re.1 �o FNC•lDN EL 5.1 I ltl}..Se SJ-5.2 x 8 o° h �' NOTES : TESTHOL N� Q � 1) SAME AS DIST: /000,SEC: 76 BLK: ` TOP OF T.H.: eL 2 r""Q. err e,4m ow�t I I LOTS 3.3 ON SUFFOLK COUNTY TAX MAPS. J w CaF L•4'S a I a -�' ~ ^ 1 2) THE EXISTENCE OF ANY RIGHT OF WAYS AND OR EASEMENT W-A 0 OF RECORD,IF ANY NOT SHOWN,NOT GUARANTEED. 4. ^ , 3 u t N, �� r I ti I 3) ELEVATIONS ARE SHOWN IN sed K—A—) DATUM. ° ; I� Z t s Y 1, M QI3 4) oFFSG'(S SHToa o �oJNCF+c[lo�+ 0 3 r0u �oWo. o �• � � .J �r 1 SS$I'te N I Q •~'r t � .lr V 'I.o' 1.7�s•4 � t` N 0. Y �•'1 e C0. V1 PJ.G.S• - ^ Q J dl N 4 -7 •vJ M �t0.1 QO � `4,• �0 1 1` 2uo�OH� \\�, UNAUTHOR9ZED ALTERATIONS OR ADDITIONS TO THIS SURVEY 16 A VIOLATION OF SECTION 72NIS J 1 3 I I OF THE NEW YORK STATE EDUCATION LAW. COMES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL SHALL NOT BE �l r CONBDBiD TO BE A VALID TRUE COPY. OR 1 t.� v i ,�} I + 'CERTIFICATIONS MWATED HEREON$NALL RUN ONLY TO THE PERSON FOR WHOM THE SUIWVEY M PREPARED,AND ON THEIR BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING Q =;'1 INSTnVM)N LISTED HEREON .CERTIFICATIONS ARE NOT TO ADDITIONAL \`p 13" `J rtll !'� MTffUTX B OR SUBSEQUENT OWNERS. r' -ilk +e v Ais w p' 3! 'THE 7OFFFRSETSClFuR�OtMlPROP�ERRTTYY�LINES SHOWN HEREON ARE . NOWT INTENDED TO GUIDE II�N�THE�Y. �u dY2 e..y $t.-j o F D1i20 HoJSLS /•9•y C-m-. RaT. WA•-- -4--s ' I EREC ION OF FENCE,�IYNINV WALL%POOLS,IN DO ADDITI NS,AND OR OTHER CONSTRUCTION. 19•Is 1111A I I © COPYRIGHT BY ROBERT B.HOLZMAN LS.,AS PER ORIGINAL DATE SHOWN ON SURVEY. Z 6'6 .9 M��' Nw64 ..a•5 ktF06 - wa.2 d� . s�7� o00- 78 4. � � ► S U R V E Y OFNES plSTrzrc7- /000 SE:G7'/otil le, 3.3 sUFF� ccx��v� TAX OAP Q� BAYV(F W N OT>s s t�wT. � . �c�v. S�Io.Nv�./ fIF?� til NG�/e� 192q ?ovJ�l oP SocJTNofzK c_p, S[JFFoC-KCotJ�►T-7NEwY4:9 Df►TJ�l 1 � �� Acj �jF�aba/h/ o�J SJR�/eY Blr IJ°RSTAR gJfZ/��n1G P.G. � , © BY ROBERT B. HOLZMAN L.S. 2002 S{9176 J�` LICENSED LAND SURVEYOR , N.Y.S. LIC. # 49176 /-AND �� 1205 WALNUT AVENUE BOHEMIA , N.Y. 11716 PHONE # : 631 589 0261 FAX # : 631 589 4930 aoc'L- „JFo• aooBo - Io- 30-02: �u0.LOG. Lec ea E SISI ��. so0rr4 ago DATE SEF-z. !3,2002 SCALE r 11 FILE •1000 L 1 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release la Data filename:C:\Program Files\Check\REScheck\werthner.rck TITLE:Werthner COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric ` DATE:08/07/03 KOLDG.0 DATE OF PLANS: 8/4/03 ,t COMPLIANCE:PassesEPT Maximum UA=398 Your Home UA=396 ' 0.5%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1296 38.5 0.0 39 Wall 1: Wood Frame, 16"o.c. 548 16.5 0.0 27 Window 1:Wood Frame:Double Pane 108 0.490 53 Door 1: Solid 22 0.490 11 Wall 2:Wood Frame, 16"o.c. 670 16.5 0.0 35 Window 2:Wood Frame:Double Pane 107 0.490 52 Door 2: Solid 18 0.490 9 Wall 3:Wood Frame, 16"o.c. 549 16.5 0.0 36 Wall 4:Wood Frame, 16" o.c. 549 16.5 0.0 28 Window 3:Wood Frame:Double Pane 41 0.490 20 Door 3: Glass 80 0.310 25 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1296 19.4 0.0 61 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this p ge hey are attesting that to the best of his/her knowledge,belief,and professional judgment, such plans or specifications mpliance with this Code. Builder/D ign Date t53 L a REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release la DATE: 08/07/03 TITLE:Werthner Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.5 cavity insulation Comments: I Above-Grade Walls: [ J I 1. Wall 1:Wood Frame, 16"o.c.,R-16.5 cavity insulation Comments: [ ] I 2. Wall 2:Wood Frame, 16"o.c.,R-16.5 cavity insulation Comments: [ ] 3. Wall 3: Wood Frame, 16"o.c.,R-16.5 cavity insulation Comments: [ ] I 4. Wall 4:Wood Frame, 16" o.c.,R-16.5 cavity insulation Comments: I Windows: [ ] I 1. Window 1:Wood Frame:Double Pane,U-factor: 0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 2. Window 2: Wood Frame:Double Pane,U-factor: 0.490 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 3. Window 3:Wood Frame:Double Pane,U-factor: 0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Doors: [ ] I 1. Door 1: Solid,U-factor: 0.490 Comments: [ ] I 2. Door 2: Solid,U-factor: 0.490 Comments: [ ] I 3. Door 3: Glass,U-factor: 0.310 Comments: Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space,R-19.4 cavity insulation Comments: I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. y I Vapor Retarder: [ ] { Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. i Materials Identification: [ ] { Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] { Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] { Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] { Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] { Supply ducts in unconditioned spaces must be insulated to R-8. [ ] { Return ducts in unconditioned spaces(except basements)must be insulated to R-2. { Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints, seams, and connections must be securely fastened with welds,gaskets,mastics i (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. { Exception:Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in.w.g. (500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ l I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I { Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. I { Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction { provisions of the Building Code of New York State ,the Residential Code of New York State or { the New York City Building Code ,as applicable. I Service Water Heating: [ ] { Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part of a circulating system. [ ] { Insulate circulating hot water pipes to the levels in Table 1. I { Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] { All heated swimming pools must have an on/off heater switch and require a cover unless over 200/0 { of the heating energy is from non-depletable sources. Pool pumps require a time clock. I { Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the i levels in Table 2. 1 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts V and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) �I ;{ 9 2M �_j • Permit Number :QLD MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename:D:\ENERGY AUDIT\MECcheck\Werthner.cck TITLE:Edward Werthner COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:07/18/02 PROJECT INFORMATION: Windy Point Lane/Main Bayview Road Baywiew,Town of Southhold Suffolk County,New York Lot 2&3 SCTM District 1000, Section 078 . Block 06 COMPANY INFORMATION: DRK Consulting Engineers 2 Dale Avenue Somer,New York 10589 914/248-7726 NOTES: Zone 11 Resistance-R values and U Factors fro International Energy Conservation code,manufactures literature and Architectural graphic Standards COMPLIANCE: Passes Maximum UA= 1865 Your Home= 1088 41.7%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 3:Flat Ceiling or Scissor Truss 1110 0.0 19.0 53 Skylight 5:Metal Frame with Thermal Break,Double Pane 6 2.000 12 Skylight 6:Metal Frame with Thermal Break,Double Pane 4 2.000 8 Wall 2: Wood Frame, 16"o.c. 12763 18.0 0.0 786 r, Window 11: Vinyl Frame,Double Pane 11 0.490 5 Window 10: Vinyl Frame,Double Pane 10 0.490 5 Window 9:Vinyl Frame,Double Pane 10 0.490 5 Window 8:Vinyl Frame,Double Pane 10 0.490 5 Window 7:Vinyl Frame,Double Pane 10 0.490 5 Window 6:Vinyl Frame,Double Pane 10 0.490 5 Window 5:Vinyl Frame,Double Pane 10 0.490 5 Window 16: Vinyl Frame,Double Pane 10 0.490 5 Window 15:Vinyl Frame,Double Pane 8 0.490 4 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 275 19.0 0.0 13 Wall 3:Wood Frame, 16"o.c. 752 18.0 0.0 35 Window 12:Vinyl Frame,Double Pane 10 0.490 5 Window 13: Vinyl Frame,Double Pane 21 0.490 10 Window 4:Vinyl Frame,Double Pane 21 0.490 10 Window 3:Vinyl Frame,Double Pane 5 0.490 2 Window 2: Vinyl Frame,Double Pane 11 0.490 5 Window 1:Vinyl Frame,Double Pane 21 0.490 10 Door 2: Solid 18 0.500 9 Door 3: Solid 18 0.480 9 Door 5: Solid 20 0.500 10 Door 6:Glass 40 0.500 20 Basement Wall 1: Other,4.5'ht/3.5'bg/4.5'insul 752 0.060 38 Door 1: Solid 18 0.500 9 Air Conditioner 1:Electric Central Air, 10 SEER Furnace 2: Forced Hot Air,78 AFUE COMPLIANCE STATEMENT: T uilding represented in this document is consistent with the building plans,specifications, A submitted with this permit application. The proposed systems have been designed to meet Conservation Construction Code requirements. When a Registered Design Professi p is page,they are attesting that to the best of his/her knowledge,belief,and r um" or specifications are in compliance with this Code. Builder/Designer / Date �FoA vino �2 R�FESSIO�P�' MECcheck Inspection Checklist • New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release 1 c DATE:07/17/02 TITLE:Edward Werthner-631/882-7271 Bldg. Dept. �. Use Ceilings: rt [ ] 1. Ceiling 3:Flat Ceiling or Scissor Truss,R-19.0 continuous insulation Comments: Above-Grade Walls: [ ] 1. Wall 2:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments:2nd FLOOR [ J 2. Wall 3:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments:UNHEATED GARAGE-1 WALL Basement Walls: [ ] 1. Basement Wall 1:Other,4.5'ht/3.5'bg/4.5'insul,U-factor:0.060 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments:4'-6"CRAWLSPACE Windows: • [ ] 1. Window 11:Vinyl Frame,Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments:MASTER BED ROOM-south [ ] 2. Window 10:Vinyl Frame,Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments:MASTER BED ROOM-south [ ] 3. Window 9:Vinyl Frame,Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments:MASTER BED ROOM-west [ ] 4. Window 8:Vinyl Frame,Double Pane,U-factor:0.490 r For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments:MASTER BED ROOM-west [ ] 5. Window 7:Vinyl Frame,Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments:BED ROOM 3-east [ J 6. Window 6:Vinyl Frame,Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments:BED ROOM 3-east [ ] 7. Window 5:Vinyl Frame,Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: • #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: BED ROOM 2-east • [ ] 8. Window 16:Vinyl Frame,Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments:BED ROOM 2-east [ ] 9. Window 15:Vinyl Frame,Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ J Yes[ ]No Comments:BATHROOM-west [ ] 10. Window 12:Vinyl Frame,Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ )No Comments:3 SEASON PORCH [ ] 11. Window 13:Vinyl Frame,Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments:DINETTE-west [ ] 12. Window 4:Vinyl Frame,Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments:DINETTE-south [ ] 13. Window 3:Vinyl Frame,Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ )No Comments:KITCHEN-west [ ] 14. Window 2:Vinyl Frame,Double Pane,U-factor:0.490 For windows without labeled U factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ J No Comments: GREAT ROOM-east [ ] 15. Window 1: Vinyl Frame,Double Pane,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments:GREAT ROOM-east Skylights: [ ] 1. Skylight 5:Metal Frame with Thermal Break,Double Pane,U-factor:2.000 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ )Yes[ ]No Comments:2nd FLOOR-HALL [ ] 2. Skylight 6:Metal Frame with Thermal Break,Double Pane,U-factor:2.000 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments:2nd FLOOR-BATHROOM Doors: [ ) 1. Door 2: Solid,U-factor:0.500 Comments:DINETTE-west [ ) 2. Door 3: Solid,U-factor:0.480 Comments:HALL TO GARAGE [ ] 3. Door 5: Solid,U-factor:0.500 Comments:FRONT DOOR-east [ ] 4. Door 6:Glass,U-factor:0.500 #Panes Frame Type Thermal Break?[ ]Yes[ )No Comments: SLIDING DOOR/3 SEASON PORCH-south • { ) 5. Door 1: Solid,U-factor:0.500 Comments:west I • I Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments:2ND FLOOR OVER GARAGE I Heating and Cooling Equipment: [ ] I 1. Air Conditioner 1:Electric Central Air, 10 SEER or higher Make and Model Number [ J ( 2. Furnace 2:Forced Hot Air,78 AFUE or higher Make and Model Number I I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a I 3"clearance from insulation. I Vapor Retarder: [ ) I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions [ ] I Materials and equipment must be identified so that compliance can be determined. [ ) I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ J I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ) Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: ( J I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. I Exception:Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in.w.g.(500 Pa). [ J I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. ( ] I Air filters are required in the return air system. [ J I The HVAC system must provide a means for balancing air and water systems. - ( Temperature Controls: [ J I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ J I Fireplaces must be installed with tight fitting non-combustible fireplace doors. • [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: [ J I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ J I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over.20% I of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. • Table 1: Minimum Insulation Thickness for Circulating Hot Rater Pipes. Insulation Thickness in Inches by Pipe Sizes • Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" ONer 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping%M=Txl Range(F) 2"Runouts 1"and Less 1.25'to 2" 2.5"to 4" Heating Systems Low Pressure(Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) • • 2 41 41 01 1'-01 21.11 101.11N1 6'-6)4' o�1a I I I �jI NO 1 1 I I 332 O,N 332 0 N 0 M 30'32 O,N. V a 24'0.G. �D w SI c d 303 O 3032 b 2 P.N. 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N !:' nN ----- — I 51.61 N I '•:I � I'- I d I ''I Irl N I �"I ISI I 'cl I'' I i •I II'•:I -------------------- - -------------- 0 61-01 41-01 . m - 261-01 00 ooin 37 4' K I VENT; Go with the flow Certification Of Engineered Flood Openings Prepared to document that the Smart VENT® and Flood VENTrm foundation flood vent units meet the requirements for engineered openings as set forth in the Federal Emergency Management Agency's National Flood Insurance Program regulations (44 CFR 60.3(c)(5)) and Flood Resistant Design and Construction (ASCE 24-98). a�Ty STEVEN M.URICH wo. np S Y 1--4 � Steven M.UrIch,P.E. September 3,2002 Smart VENT, Inc., www.smartvent.com Certification of Engineered Openings Smart VENT®and Flood VENTTM Foundation Flood Vent September 3,2002 TABLE OF CONTENTS 1.0 Summary...........................................................................................1 2.0 Description of Smart VENT®and Flood VENTTM Units................1 3.0 Regulatory Provisions.......................................................................2 4.0 National Evaluation Service,NER-624.............................................2 5.0 Engineered Opening Requirements: ASCE 24-98...........................3 5.1 Application of ASCE 24 Engineered Opening Requirements to Smart Vent®..........................................................3 6.0 Engineered Opening Requirements of FEMA/FIA TB 1-93..........................................................................4 6.1 Application of TB 1-93 Engineered Opening Requirements to Smart VENT® .......................................................4 7.0 Field Test of Smart VENT®.............................................................6 8.0 Certification and Seal........................................................................6 9.0 References.........................................................................................7 10.0 Engineered Flood Openings Certificate............................................8 For Additional Information: www.smartvent.com Corporate Headquarters Sales &Customer Service: 3330 Simpson Ave 3300 Holcomb Rd, Ste 281 Ocean City,NJ 08226 Norcrosse, GA 30092-3238 888.628.4114 877.441.8368 mikeAsmartvent.com sales(i�smartvent.com SMART VENT° Go with the flow- Certification of Engineered Opening/Foundation Flood Vent 1.0 Summary The Smart VENT®and Flood VENTTM foundation flood vents(manufactured by Smart VENT, Inc.,of Ocean City,NJ)are certified as meeting the flood opening requirements for engineered openings as set forth in the Federal Emergency Management Agency's National Flood Insurance Program regulations(44 CFR 60.3(c)(5)),Flood Resistant Design and Construction Standard (ASCE 24-98), and Openings in Foundation Walls for Buildings Located in Special Flood Hazard Areas(FEMA/FIA Technical Bulletin 1-93),provided they are installed according to those references. Flood openings are required in enclosures below elevated buildings, attached and detached garages, and accessory structures that meet the construction requirements. Units may be installed in new construction; existing buildings with enclosed areas below the base flood elevation may be retrofit with flood openings. The Smart VENT®and the Flood VENTTM each provide 75 square inches of unobstructed opening and satisfy the requirement that openings shall not be less then 3.0"in diameter. The units satisfy the performance standard that flood openings allow automatic entry and exit of rising or falling floodwaters. The Smart VENT®and the Flood VENTTM foundation flood vents are certified as satisfying the required performance. One unit may be used for each 200 square feet of enclosed area. A certificate that is signed and sealed by a Registered Professional Engineer is attached to this report. 2.0 Description of Smart VENT®and Flood VENTTM Units The Smart VENT®and the Flood VENTTM units are constructed of stainless steel. A rigid frame is designed to be installed in masonry or frame walls that range from 3"to 16"thick. A pivoting door assembly is fitted with two patented floats that immediately release the door upon contact with rising water. The door swings open to provide two horizontal slot openings with a combined total unobstructed area of 75 square inches. The lower slot provides a 3-inch clear opening. The pivoting door assembly is available in two configurations: temperature-controlled louvers with vermin-resistant screen(Smart VENT®); and solid, insulated door(Flood VENTrm). The dimensions are shown in Figure 1. Both configurations provide equivalent performance under rising and/or falling floodwaters. Certification of Engineered Opening(September 3,2002) t Figure 1 The SmartVENT®Unit(in open position). 15.25"OPEN EXTERI©R > INTERIIR > ------------ 2-0 ----------- -- 2"OPEN �� 2"x 15.25"OPEN O f —J 3"OPEN Q�i� \ 3"X 15.25"OPEN O Y!►ATM 00 6N/4" > FRAME EXTERIOR FRONT VIEW SIDE SECTION VIEW 3.0 Regulatory Provisions In order to minimize damage due to hydrostatic pressure on foundations and walls below otherwise elevated buildings located in flood hazards areas,the National Flood Insurance Program(NFIP)regulations at 44 CFR 60.3(c)(5): "Require, for all new construction and substantial improvements, that fully enclosed areas below the lowest floor that are usable solely for parking of vehicles, building access or storage in an area other than a basement and which are subject to flooding shall be designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwaters. Designs for meeting this requirement must either be certified by a registered professional engineer or architect or meet or exceed the following minimum criteria: A minimum of two openings having a total net area of not less than one square inch for every square foot of enclosed area subject to flooding shall be provided. The bottom of all openings shall be no higher than one foot above grade. Openings may be equipped with screens, louvers, valves, or other coverings or devices provided that they permit the automatic entry and exit of floodwaters." (emphasis added) This report documents the required certification and is signed and sealed by a Registered Professional Engineer licensed in the Commonwealth of Pennsylvania. 4.0 National Evaluation Service,National Evaluation Report No.NER-624 Based on evidence submitted by the manufacturer,the National Evaluation Service,Inc., found that the Smart VENT® "complies with or is a suitable alternate to that specified in the 2000 International Building Code©,BOCA National Building Code/1999, the Standard Building Code, the 1997 Uniform Building Code, and the 2000 International Residential Code". National Evaluation Report No.NER-624 is available online at htt //www.nateval.org Certification of Engineered Opening(September 3,2002) 2 5.0 Engineered Opening Requirements: ASCE 24-98 Pertinent to engineered openings, Sec. 2.6.1.2 of ASCE 24-98 sets forth a number of criteria. The criteria address both installation(items 2 and 5) and the engineered design of openings (items 1,4, 3,6 and 7,listed below): 1. Each individual opening, and any louvers, screens or other covers, shall be designed to allow automatic entry and exit of floodwaters during design flood or lesser flood conditions. 3. Openings shall not be less than 3.0 inches in diameter. 4. The difference between the exterior and interior floodwater levels shall not exceed one foot during periods of maximum rate of rise and maximum rate of fall of the floodwaters, and at other times during the design, or lesser, flood events. 6. In the absence of reliable data on the rates of rise and fall, assume a minimum rate of rise and fall of 5.0 ft per hour; where an analysis indicates the rates of rise and fall are greater than 5.0 ft per hour, the total net area of the required openings shall be increased to account for the higher rates of rise and fall; where an analysis indicates the rates of rise and fall are less than 5.0 ft per hour, the total net area of the required openings shall remain the same or shall be decreased to account for the lower rates of rise and fall. 7. The minimum total net area of the required openings in non-breakaway walls shall be calculated using the equation: A.= 0.033 (1/c)(R)(Ae) where: Ao = the total net area of openings required (int) 0.033 = coefficient (in 2•hr/ft3) corresponding to a factor of safety of 5.0 R = worst case rate of rise and fall (ft/hour) Ae = the total enclosed area (ft2) c = opening coefficient of discharge given in Table 2-2. 5.1 Application of ASCE 24 Engineered Opening Requirements to Smart VENT® ASCE 24-98 outlines criteria for engineered openings in Sec.2.6.1.2. The formula is set up to be applied for a specific enclosed area and assumes a Factor of Safety of 5,as well as a"worst case rate of rise and fall"of 5 ft/hour. Simple application of the formula for openings characterized by a coefficient of discharge of 0.2 ("all shapes,partially obstructed")yields: Ao = 0.033 (1/c)(R)(k) = 0.82 int Where:Aa is the net area of openings required, in square inches 0.033 is the coefficient corresponding to a Factor of Safety of 5 c is the coefficient of discharge for non-specific openings (c=0.2) R is the"worst case rate of rise and fall(ft/hour)"(R=5 ft/hr) Ae is the total enclosed area, in square feet Thus, for a non-specific opening(c=0.2),the result is that 0.82 square inches of opening is required for every square foot of enclosed area. Certification of Engineered Opening(September 3,2002) 3 Different coefficients of discharge are identified for different openings(Table 2-2,ASCE 24-98). For example,a value of 0.4 represents an opening that is described as"rectangular,long axis horizontal, short axis vertical,unobstructed during design flood." This description characterizes the Smart VENT®and the Flood VENTTM units in the operational situation. For a rectangular and unobstructed opening,applying the formula yields 0.41 square inches of opening for every square foot of enclosed area. Thus,without modifying any other variable,an engineered,rectangular opening that offers 75 square inches of unobstructed opening can be used for 183 square feet of enclosed area. As described in the commentary for Section 2.6.1.2,the coefficient of discharge is,in part,a function of whether the opening is partially obstructed and prone to blockage by debris. Thus, a higher coefficient value may be selected, although no specific guidance other than a suggested range of values is provided(indicating a 25%increase from 0.2 to 0.25 would be acceptable). Based on that range, it is reasonable to increase the coefficient from 0.4 to 0.45 because the Smart VENT®and Flood VENTTM units are designed to operate with totally unobstructed opening. This yields a result that 0.37 square inches of opening are required per square foot of enclosed area. In conclusion,based on the formula outlined in ASCE 24-98 and adjusted as appropriate,one Smart VENT®unit(or Flood VENTTM unit)provides 75 square inches of opening and is acceptable to provide relief of hydrostatic pressure for 202 square feet of enclosed area(75 in2/0.37 int/ftz=202 W). For ease of application,one unit is acceptable for each 200 square feet of enclosed area. 6.0 Engineered Opening Requirements of FENLAMA TB 1-93 The Technical Bulletin FEMA/FIA TB 1-93 sets forth a formula to determine the net area of engineered openings,given as: Q = 38.0 c A (p.) where: Q is the flow rate per square foot (maximum of 0.8 gallon per minute) A is the net area of openings required, in square inches c is the coefficient of discharge (assumed to be 0.2) p is the pressure of water (for one foot of head, p = 0.4 lb/sq ft) When solved for A and applying a factor of safety(FS) of 5: A= Q_(FS) yields approximately 1 sq in/sq ft enclosure 38.0 c (p,5) Certification of Engineered Opening(September 3,2002) 4 6.1 Application of TB 1-93 Engineered Opening Requirements to Smart VENT® As indicated in the computation shown in Section 6.0,on the surface,engineered openings must provide the same open area as non-engineered openings. However,the formula contains several variables. A closer look suggests that those variables may reasonably be altered given sufficient evidence based on the performance of an engineered opening. To justify different variable values,one must examine the several provisions and assumptions outlined in TB 1-93. Those provisions,and justifications for selecting different values for the Smart VENT®unit,are outlined below. TB 1-93 Applicability to Smart VENT® Difference between the exterior and interior Field tests show that SV successfully floodwater levels should not exceed 1 foot at discharges up to 350 gallons per minute any time during a flood event. with virtually no head difference(see Section 7.0). The pressure of water(p)is assumed to be for Because no head difference is observed,for one square foot(i.e.,head of 1 foot),which is computation purposes a lesser value could approximated as 0.4 pound per square inch. be used. Due to expectation that foundation openings SV's pivoting door results in totally will have vermin screens that are likely to unobstructed(no screen)openings with block with floating debris,a Factor of Safety maximum dimensions of 15.25"x3". of 5 is applied. Therefore,a Factor of Safety less than 5 could be applied. The formula to determine the total net area of Per ASCE 24(Table 2-2),the coefficient of openings assumes a coefficient of discharge discharge is 0.4 for a"rectangular,long axis of 0.2. horizontal,short axis vertical,unobstructed during design flood,"and may be adjusted to 0.45 to reflect efficiency with respect to passing floatable debris. Based on the reasonableness of the variable values, as described above,applying the formula to a Smart VENT®unit yields: Asv = 0.8 (5) = 0.39 int per ft' 38.0 x0.45 x0.6 Where:Q is the flow rate per square foot(maximum of 0.8 gallon per minute) A is the net area of openings required,in square inches c is the coefficient of discharge of 0.45 for rectangular,unobstructed p is the pressure of water(maximum allowed 0.4 lb/sq ft for 1-foot head) FS=5 Applying the procedure outlined in TB 1-93, 0.35 square inches of the Smart VENT®'s engineered opening is required for every square foot of enclosed area. It is important to note that a number of other variables could be modified,most notably the values that are based on the assumption that there will be at least one-foot of head(i.e.,Q and p). For simplicity, Smart VENT,Inc.,elected to minimize those modifications. Certification of Engineered Opening(September 3,2002) 5 In conclusion,based on the analysis outlined in TB 1-93, one Smart VENT®unit(or one Flood VENTTM unit)provides 75 square inches of opening and is acceptable to provide relief of hydrostatic pressure for 192 square feet of enclosed area(75 in2/0.39 int/W= 192 ft2). For ease of application,one unit is acceptable for each 200 square feet of enclosed area. 7.0 Field Test of Smart VENT® Smart VENT,Inc.,the manufacturer,conducted a number of tests of the Smart VENT®unit to demonstrate its efficiency in providing automatic equalization of hydrostatic pressure. It is notable that the movable parts of the Smart VENT®unit functioned without damage under extremes of both rate of rise and rate of fall. The two-chamber test tank is constructed of concrete block;the chamber representing the "exterior"of a building measures 61-1/2"high,48-3/4"wide,and 40"high. The chamber representing the"interior"of a building is essentially the same size and can discharge freely or it can be closed so that water flowing through the flood opening accumulates. The common wall is constructed with an opening of 8"xl6"that can be fitted with a Smart VENT®unit. The bottom sill of the opening is 8"above the floor of the chamber. Three tests were conducted: ■ Test One: With the opening in the common wall blocked and the metered water hose running at approximately 350 gallons per minute,the empty exterior chamber filled in 89 seconds. Thus the rate of rise is computed to have been approximately 133 feet per hour. The exterior chamber was drained and the test re-run with the Smart VENT®unblocked and allowed to flow freely. At this discharge rate and with the interior chamber closed to allow it to fill while the foundation flood vent operated as designed,there was no observable difference in water level between the two chambers. ■ Test Two: To evaluate the efficiency of the Smart VENT®unit under falling head conditions,the vent was blocked and the exterior chamber was filled. The vent was unblocked and allowed to discharge freely. The exterior chamber required an average of 41 seconds to drain to where the water level was even with the bottom sill of the unit (maximum head of 32"). Thus the vent discharged at an average rate of 1.35 cfs. ■ Test Three: To evaluate the efficiency of the unit under conditions with floating debris, several tests were run with various floatable materials, including grass clippings, leaves, and 3"diameter balls. In every instance, floatable materials were discharged through the vent unit without any evidence of blockage. 8.0 Certification and Seal The Engineered Flood Openings Certificate, signed and sealed by a Registered Professional Engineer, is attached(Sec. 10.0). It is available for download at www.smartvent.com. When Smart VENT®or Flood VENTTM units are proposed to meet NFIP and building code requirements, a copy of this certificate should be included in the permit application. The owner should retain a copy of the certificate as evidence that the performance requirements of the National Flood Insurance Program are satisfied if one unit is installed for each 200 square feet of enclosed area, assuming other installation requirements are satisfied. Certification of Engineered Opening(September 3,2002) 6 9.0 References ASCE 24-98,Flood Resistant Design and Construction. Reston,Virginia: American Society of Civil Engineers, 1998. Order: http://www.asce.org. FEMA,44 CFR, Part 59-60, National Flood Insurance Program. Washington, DC: Federal Emergency Management Agency, 1990. Accessible: http://www.fema.gov/nfip/Iawsl.htm. FEMA/FIA-TB 1-93, Openings in Foundation Walls for Buildings Located in Special Flood Hazard Areas. Washington,DC: Federal Emergency Management Agency,Federal Insurance Administration, 1993. Accessible: http://www.fema.Rov/techbul.htm. NER-624,National Evaluation Report No. NER-624: Smart VENTS. Falls Church, VA: National Evaluation Service,Inc., December 1, 2001. Accessible: http://www.nateval.org. Certification of Engineered Opening(September 3,2002) 7 10.0 Engineered Flood Openings Certificate Engineered Flood Openings Certificate To satisfy requirements of the National Flood Insurance Program This certification must be submitted to,and kept on file by,the local jurisdiction's permit authority. A copy should be retained by the owner to demonstrate compliance in order to receive the best flood insurance rating. The Smart VENn and Frond VEN77s Foundation Flood Vent is certified as meeting the flood opening requirements for engineered openings as ad forth in the Federal Emergency Management Agency's National Flood Insurance Program regulations(44 CFR 60.3(cx5))and ASCE 24- 98,provided it is installed according to the those references,as summarized below. Flood openings are required in enclosure;below elevated buildings,attached and detached garages,and accessory structures that meat the required limitstions. For a copy of the report docurnerttmg this certification dated June 21,2002,and a copy of the National Evaluation Service report NER 624,contact Smart VENT,Inc.,at irm"1-8368 or visit: www.smartvenLcom I do hereby certify that the Smart VENT®Louvered Foundation Flood Vent and the FloodVENTrK Insulated Foundation Flood Vent opening(s)is designed for installation in buildings,will allow for the automatic equalizing of hydrostatic flood forces on exterior walls by allowing for the automatic entry and exit of floodwater during floods up to and including the base(100-year)flood.One Smart VENT® or one FloodVENTTM for every 200 Sq.FL of enclosed area will provide sufficient hydrostatic pressure equalization during a flood provided the installation limitations and Instructions are followed as listed below. To Calculate the required number of Smart VENTS®or FloodVENTSTas divide the Square Feet of enclosed area by 200. Ea Q/^ le:A 2000 S /JFtt.enclosed area uires 10 vents. 000 S .Ft/200=10 Ven Signature rI G-Il NNW EAt Title Susritoz Pts user FAje i rt:ER o`* a Type of License JZtimamem, PCOPOF DOAL FJI.,geort °ROFEBM L License Number OV 7/—E STEVEN M.URICH eansesau *Project Name F =171-E N *Project Address TNS Y LJ p� *Date Submitted *Required Fields* Professional Seal Installation Limitations and Instruction I. The Smart VENT®or FloodV ENTr"unit provides sufficient automatic equalization of hydrostatic pressure on walls and foundations of buildings located in flood hazard areas where the rate of rise is expected to be less than or approximately 5 fed per hour. 2. Enclosed areas below otherwise elevated buildings,non-clevated attached and detached garages,and certain non-elevated accessory structures located in flood hazard areas are to be used solely for parking of vehicles,building access,or storage. 3. Each enclosed area shall have at least two flood openings,installed on different sides of the enclosed area 4. The bottom of the flood openings shall be no more than one foot above the adjacent finished ground level. 5. Installation moat be in accordance with manufacturers instructions. "REFERENCE ONLY"From FEMA TO 1-03 Guidance for Engineered Openings Openings in Foundation Walls ational Flood Insurance Pr m(NFID Technical Bulletin TB 1-9 "In situations where it is not feasible or desirable to meet the openings criteria stated previously,a design professional (registered engineer or architect)may design and certify openings. This section provides guidance for such engineered designs. For openings not meeting all four requirements for non-engineered openings listed on page 2 and 3 of TB 1-93,certification by a registered professional engineer or architect is required. Such certification must be submitted to,and kept on file by,the community. These certifications must assure community officials that the openings are designed in accordance with accepted standards of practice. A certification may be affixed to the design drawings or submitted separately.It must include appropriate certification language,and the name,title,address,signature,type of license,license number,and professional seal ofthe certifies." (TB 1-93 is available through Smart VENT®or online at www.femagov) Form:SMRT100 Rev.A This form is the property of Smart VENT Inc.Modification or Duplication is Strictly Prohibited without authorization. Certification of Engineered Opening(September 3,2002) 8 �.� SILT FENCE AND POSTS23. ALL PROPOSED SEPTIC SYSTEM WTERGNNECTION DISTRIBUTION LINES SHALL COMPLY WITH R.S.T M f1 JIFROM APPROY UEENU_ MCLXXVAW SPECIFICATION SCHEDULE 40 TYPE PIPER APPROVED EQUAL. SET TO MANUFACTURERS v •Y... DIRECTIONS. &q4D - a"*a"•s«,e N.flaw y1wk ltatt•tlotf ywst" 24 ALL SENDS SHALL BE ACCOMPLISHED BIUSING EITHER DEFLECTED STRAIGHT PIPE(AS PER MANUFACTURER'SSPECIFICATIONS)ORAXTEEN(22-V2)BENDS y --wc+N�:• HAY@ALES BUTTED SNU(:CLY END TO END TUT HMA DATA 960[1( 11aF"R►L Zx2x2'-@' STAKE �a TOPSOIL Henna Ed wsrtnnar 25 DISTRIBUTION BOXES SHALL BE A 12'X t"MINIMUM INSIDE DIMENSION,PRECAST CONCRETE HIGHVERn ,`•� a ) OVERFLOW TYPE WITH REMOVABLE COE ,RS AND FLOW LEVELERS.THE DISTRIBUTION BOXES SHALL BE �• 3 _ �P UPSLOPE TOWARD (2 PER BALE) VARIES 0•:4 ;i CLEAN f7Ll SIa+Varyo� NS SET LEVEL AND SET ON A STABLE FOOTIG OF 12'MINIMUM'DEPTH OF 1-CRUSHED STONE AND SOLIDLY •.•F ao SDE �-FLOW • , •; • SUPPORTED TO A DEPTH BELOW THE RUST LINE .Q •�r- w Location: Southold 1 tis : t' 1 �---.-.. 26 FILTER FABF�IC SHALL BE NONWOVEN PBVIOUS GEOTEXTILE FABRIC OF POLYPROPYLENE,NYLON OR .' o + Eh ilk ;;cif?'•:: ;"; •;r; Tax Map Numbsr 1000-78-6-2@ POLYESTER FIBERS OR A COMBINATION IND MEET THE MINIMUM ASTM D 4759 PHYSICAL PROPERTIES: I I•; y 5', ! 11 ,�: POSTS 41 p �I M� GRAB TENSILE STRENGTH(ASTM)4632 100 LB 45KG �' J•� '•\. ",,r1 '', �, -i a MIN' :�•'" :"•�.:?:� _:��::• .• � Lot APPARENT OPENING SIZE(ASTM,4751)) #1100 U.S.STANDARD(150 MICROMETER)SIEVE. •' r _ •• E%G11t►TE ek BURY BOTTOM `" • WELL CRAVED SAND EXISTING GRAM OaN. 11/21/01 10JIrE PERMEABILITY(ASTM D 4491):150ALLONS PER MINUTE PER SQUARE FT.(102 US PER 5Q.M). NTO STABLE OF SILT FENCE FABRIC :t:l: f +`eL':I'�% E A /�+�t� �+ GROUND .. ."i* ' I• : .:; ELEV TION 5.1 a , -..I'• brown sandy loan OL 27 THE CONTRACTOR IS SOLELY RESPONSILE FOR THE MEANS,METHODS AND SEQUENCES OF / �� :. �, Raolr: ,......... .. .... ------ R F A G T ;; t' CONSTRUCTION AND FOR THE SAFETY C WORKERS AND OTHERS ON THE CONSTRUCTION SITE YB� MA N CONJUNCTION WITH :X: Arowd loamy nand sr7 ` ( +r � • ' �°1/ ^ » FIA MAYBE USED SILT FENCE TO HELP $TABIU2E FABRIC FROM 13- A///� !' setlsoll high water, ---`"-' 1' Brown 28 THE CONTRACTOR SHALL LOCATE AND 4RIFY THE SIZE,DEPTH AND INVERTS OF ANY AND ALL-EXISTING s w`"' �`�r N AREAS OF HEAVY FLOWS AND / fetal Slav, Q84.3- clayey nand &C f •P SILT CONOMONS f --- _ t,3• UTILITIES PRIOR TO COMMENCING OPERTIONS THE CONTRACTOR SHALL ALSO BE REOUIRED TO •`,r ' �•♦ ¢ .♦�r CONTACT THE TOLL FREE -BEFORI-YOU-DIG'PHONE AT 1-800-922-4455. ALL WORK SHALL BE DONE wata In _ ,.. ` `i{,. � .� X J7♦ SILT FENCE ' J , -- - �-- r. brown clay* IN ACCORDANCE WITH THE REQUIREMEffS F THE APPROPRIATE UTILITY ANY 1 1 NOT TO SCALE 1 P MAX. Y y $and and ianay Glay ISC ; CL O L COMP AS N j ^ / � ---___-- THE FIELD DURING CONSTRUCTION. ' t,.c.4. ^.,,•?; ��}, 10' xJ FOR PROPER FUNCTION OF THIS SEPTIC SSTEM,THE DESIGN ENGINEER RECOMMENDS THAT THE BEDDING DETA �L , W corn silty nand an BE CL SANER. Water in 1a b SEPTIC TANK CLEANED YEARLY @Y A LIENSED SEPTIC CL '•'1jsr ,., `; Xr 1 a ',•.t;�.�,�,•,y- o UNDER LAWN _ _ 30. ALL PROPOSED INVERT ELEVATIONS SHOW HEREON ARE APPROXIMATE ONLY AND MAY REQUIRE r. _f__-- t 9. ADJUSTMENTS IN THE FIELD AS DIRE:CTE07Y THE CERTIFYING ENGINEER L ,:±:SITE ' '�;:, t `7 /�0�,►, / NO SCALE 31 ANY ALTERATIONS TO INTERIOR PLUMBING3HALL BE PERFORMED BY A PLUMBER LICENSED WITH THE :f' < :;' "'S'�" • • .� Water in Pala brown fine to is •bad gp STATE OF NEW YORK. 2S' 32, DRK CONSULTING ENGINEERS ASSUMES Ni RESPONSIBILITY FOR SEPTIC SYSTEM SITE PREPARATION, LOCATION OR INVERT ELEVATION IN COMP;ANCE WITH THE APPROVED PLAN,UNLESS ORK CONSULTING jjt:•:'i".. + ' �.»�r`''� ~''� �' �2' ' 'LD1�ens^I• ENGINEERS SUPERVISES EACH PHASE OF'HE INSTALLATION OF THE SEPTIC SYSTEM I ♦c ",;',•:,; • % ": ?1' ' •avec O1MO To Gem 33. THIS DESIGN CONFORMS TO APPLICABLE ODES AND ACCEPTED PRACTICE, NO OTHER WARRANTY IS 4 `''•f;'n 1 v ... EXPRESSED OR IMPLIED. 41 ' 'ZnV. Ell r `""`"` L O C AT I O N MAP SCALE: 1 : 2000 TO esrW F '1`15 r up-r wt u��baa'► ��' '�"'• ~� NOTES N 25.16'10"E 140 00' 1. THE CONTRACTOR 18 CAUTION@ THAT THE LOCATKM OF UNMOROUND WETLANDS FLAGGING BY .�+ QD,:, , '�� +�' � 1 �ARE/IPPREICINATE AID THAT OTR UNgIDI! ItID I=ACMJTI!"S EN CONSULTANTS ON ,,. sC w a, �„I r r„ r NOT SHOMrN MAY Eb$T. IT LS TIE CONTRACTOR'816ESPONI�q:,IT"Y TQ ALL TREES WITHIN 10 FEET OF THE PROPOSED SUBSURFACE TREATMENT SYSTEM(SSTs)SHALL BE 9/12/2001 - :-[ THE EXJkCT LOCA OF UNDERGROUND UTILITIES PRWR TO REMOVED WORKM IN T LIE AMA AND TQ�INT EJIPEM SNCE. IN THE EVENT THE ? 200 ff• --�.- amtr GON3RACTpR DAMAdES AN EXi'TiHlli UTIL11 Y CAUtESiRi AN all RMLIPTION IN 2 SSTs TO BE INSPECTED BY THE LICENSED DESIGN PROFESSIONAL ANO THE SU�C11(. COUNTY HEALTH EXISTING PRIVATE Ea cwr 00114. 4 �.I�$HALL.NaTIFY IT$SER AND THE,ENGINEER AND SHALL DEPARTMENT AFTER CONSTRUCTION AND PRIOR TO BACKFILL. WELL rntrG+eaO ulx. t�LEltt. ,r eavt Iia �WORI(1MM�01ATEL 1'.A$�TO RESTORE SERME AND t:�• ..M._ /r/t' 1 OOt1atYEwf 3 THE SSTS AREA SHALL BE STAKED AND ROPED OFF SO THAT NO TRUCKS,MACHINERY,BUILDING ,au MAY NOT CUM UNTIL$UCH$*V=W RISTORED. ALL CONECTM UTILITY WORK BEFALL BE AT OF THE CONTRACTQUt AND MATERIALS.NOR EXCASVATED EARTH SHALL BE ALLOWED IN THE SSTS AREA. � S• �_ - 4-g ACCBPT'ABLE TO TiNMAB1•HE�D�THEE UTR TY OWES SHOULD THE 4 ALL EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START OF ANY CONSTRUCTION 0 -ot - - - - o o CONTRACTM BE E TO MT'ORE SEW"WITWN A REASONAKE S 5 _ ME,IW HIGH WATER LM c -a PREP TIME,THE UTILITY COWANY SHWULD BE NOTED TO COMPLETE THE WORK 5 CONSTRUCTION OF SSTS TO BE IN ACCORDANCE WITH THESE PLANS,ANY REVISIONS THERETO,AND THE ' r {T / C �\C\\vE AT THE CONTRACTOR'S EXPEN& RULES AND REGULATIONS OF THE PERMIT ISSUING GOVERNMENTAL AGENCY -PIPE 5.3m 2. THE CONTRACTOR 1$ALERTER 1:!THE RULES AND R80UULT`IONS OF INDUSTRIAL.CODE RULE 764 AW 0 00111IMM TO 009KY WITH ft. THE qt RESDE'NCE IS 70 BE CONNECTED TO SUFFOLK COUNTY PUBLIC WATER SUPPLY. v f C!]TETTIAC EIL1R.PGR QS$AFEfiY,SEiAL.L 1007WT31E UTILITY , X EXISTING CONTOUR[TYPICAL 1o z ' COMPAN"INVOUM M ANY TTtIINt In J11B8 ARE/111004ft OR -/ AR+� A T MEAN HIG aD ' � FENCE � �DURING THE COUISE OF CONSTRUCTION. THE OWNEFD,OR THE '� -'�•; EMNEER.SHALL LI ME LIA$L�'FOR ANY COTS■iCURRED BY THE 7 THE SSTS DESIGN SHOWN HEREON DOES NOT PROVIDE FOR INSTALLATION OF A GARBAGE GRINDER _ tea _ DEPARTMENT AT HEALTH, RES ADDITIONAL DESIGN AND THE APPROVAL Of: E; COUNTY A$� ANCHISED OPTOF� 4, SUCH INSTALLATION REQUIRES H '9 FOLK - C TYPICAL DETAILS OF °CONSTR JCTIO�J WMS,�COOIL �COORSMLL�PM� TE - a NO WELLS ASSOCIATED WITH LAND NOW OR FORMERLY HIS OPERATIONS WITH THE MAMpUS COMPrANIM OR ASENCIES WHORE 8 9IM9 COUNTY DEPARTMENT OF HEALTH APPROVAL IS BASED ON THE LOCATION OF THE SSTS,WELL, THIS PARCEL c t^ 1. A MINIMUM OF 4 INCHES APPROVED REINFORCED , INTERESTSMSLI..BIEAIIFECTLbEfTHMPROJECT. BUILDING,SETBACKS,AND DRIVEWAYS AS SHOWN ON THE APPROVED DRAWING. MODIFICATIONS ARE TO STEVE MCCONNEL PRECAST CONCRETE BOTTOM AND 3 INCH WALLS. HAVE PRIOR SILK COUNTY DEPARTMENT OF HEALTH APPROVAL. UNAUTHORIZED MODIFICATIONS 1 MADE TO THIS DRAWING AFTER THE DATE OF &FMK COUNTY DEPARTMENT OF HEALTH APPROVAL E AD EROSION CONTROL TYPICAL /�1//�/'/P�� .►+ E PROVIDE[6I HIGH CAPACITY INFILTRATORS 2• AN 8 FEET IN DIAMETER BY 5 FEET HIGH APPROVED FINISHED GRBACHFILI WITH CLEAN SAND AND GRAVEL VOIDS SAID APPROVAL, SEE DETAIL THIS SHEET � '� '��+�C / ''� '' FOR LEADER DRAINAGE REINFORCED PRECAST CONCRETE SOLID RING. 9 CUT OR FILL IS NOT PERMITTED IN THE SSTS AREA,EXCEPT IF SO SPECIFIED ON THIS PLAN. �•�� I' SEE DETAIL"B"THIS SHEET 3. AN APPROVED REINFORCED PRECAST CONCRETE 6 INCHP MINIMUA,2'MAXIMUM 10 AFTER BACKFILLING THE SYSTEM,THE SSTS AREA SHALL BE COVERED WITH A MINIMUM OF 6 INCHES OF TOPSOIL,SEEDED,AND MULCHED. 1 0 6"MIN.PVC DRAINAGE PIPE O THICK SLAB TOP IN LAWN AREAS. 4"- CLASS 2400 -'-�_ / f m -PROPp�p SOUR 4• DROP T'S MUST BE PINNED OR .OTHERWISE FIRMLY PIPE FROM SEPTIC - 11 OCCUPANCY OF THIS STRUCTURE WILL NOT BE PERMITTED UNTIL THE COONSTRUCTION COMPLIANCE 2 a / 4a-2" PROVIDE OVERFLOW TEE AT ALL LEADER TO ATTACHED. L 1 TAND V DIAMETER 7 APPLICATION HAS BEEN RECEIVED AND APPROVED BY THE AK'COUNTY DEPARTMENT OF HEALTH DRAIN PIPE CONNECTION. 2'EFFECTIVE ANO FORWARDED TO THE BWLDING INSPECTOR OF THE RESPEC EINE MUiJICIPALITY AS PART OF THE ' T- 5 (QUID DEPTH MUST BE 4 FEET. DEPTH-LFAc6PIc CERTIFICATE OF OCCUPANCY APPLICATION. IMPROVEDEXISTING CESS POOL Pool-GRADE 3t 6. FLOW BAFFLE OR DROP 'T' REQUIRED. 3'MIN 3'MIN 12 THIS PLAN IS APPROVED FOR SEWAGE TREATMENT AND/OR WATER SUPPLY ONLY,AND ALL OTHER 1000 GALLON SEPTIC TANK 1 REQUIRED PERMITS AND/OR APROVALS ARE THE RESPONSIBILITY OF THE PERMITTEE. SEE DETAIL"C" DWELLING [QQQ 13 THE SJ+W COUNTY DEPARTMENT OF HEALTH APPROVAL EXPIRES TWO(2)YEARS FROM THE DATE ON • NR 9•Z6 ° b DETAIL THE APPROVAL STAMP AND IS REQUIRED TO BE RENEWED ON OR BEFORE THE EXPIRATION DATE. THE INV.EL OUTIL = 4.75 6 " = No itet4Y[ APPROVAL IS REVOCABLE FOR CAUSE OR MAYBE AMENDED OR MODIFIED WHEN CONSIDERED at X r�+' W.EL 5.65 UNDISTURBED 2' TO - ATEA UNDISTURBED NECESSARY BY THE DEPARTMENT. SOIL PROPOSEDGRADE / u e ltl�1� , EXCAVATION INSP>tiCTiG?ri REQ IR 14 CONSTRUCTION OF SSDS TO BE IN ACCORDANCE WITH THESE PLANS.ANY FIELD CHANGES TO THE �- i IMPROVED #RAW FOR SANITAR Y'5YSTEM LOCATION OF THE PROPOSED SEPTIC STRUCTURES SHOWN HEREON WILL REQUIRE REVIEW AND 'L BY HEALTH DEPARTMENT F APPROVAL BY THE CERTIFYING ENGINEER IN CONSULTATION WITH THE PUTNAM COUNTY HEALTH T 1 I *� 1x bbb 1- DEPARTMENT PRIOR TO INSTALLATION 1 PROPOSED 8'DIAH4ETER X 2* / -- + .�«..•.r w -.F y. y;,Rr ,»1ta; HE;TOTAL SEPTIC SYSTEM CAPACITY SHALL tie FOR A 3 61-D ROOM SINGLE FAMILY RESIDENCE. HIGH LEACHNG ;' // ' ` ,:;�. _ 8"DIP SLEEVE UNDER DRIVEWAY O "'11 I : E'I�I A w 5 REQUIRED•REFER T'0 �' � �, - 'c+twaawic»s►rAwt � �,�r��a�� ._ � �z,r PROVIDE t�)-a Dw4c�TER C9 Ei' 6'-IS"PORCH :` ' / I }g f X 2'HIGH LEACHING CHAMBERS. SECTIQN/ DII?TAIL \ _ / J 6� At'-IVIalV t:•Ar.iC�l'Y E"y D�v f. o v,--v, I . .. I�w'KTid7aR EXISTING CL GEAVEL ' " .. .., ..... - I C7 1( � `" � :::::: I t6 PROVIDE A PRECAST CONCRETE SEPTIC TANK HAVING A NOMINAL LIQUID CAPACITY OF 1500 GALLONS t 6"DIAMETER TEST HOLE 1 IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT ALL SITE INSPECTIONS,THE CONTRACTOR SHALL / �+ /r•�•�,, �\ t^ / J� NOTIFY THE SUFFOLI(COUNTY HEALTH DEPARTMENT AND THE CERTIFYING ENGINEER AT LEAST 24 HRS. STONE r \. � �� , r :: :3P.:� /? NOTIFY�y /�1- ]"��f J-r7+ �`�f %� / J`� i 11V ��+'� �' :::::: 1 •tom j j Surface elev.5.1WOWI / 1� PRIOR TO THE START OF CONSTRUCTION OF THE SEPTIC SYSTEM. DRIVE 6 0) `�/ - 4"�AfT/�"/FT ';::::;: Seasonal water sWface slev 0.8 ¢/� ,•M•' �_"" J! . - i J C' n (V/r4"� l :1'a+.�'I / d.+1. 17 THIS PLAN IS FOR SEPTIC APPLICATION ONLY FOR THE PROPOSED AND IS NOT TO BE USED AS A SITE DWELUNG W/PUBLIC WATERS t+ROPtiq� - �� . . ' LAND NOW OR FORMERLY {TYPICAL PLAN UNLESS OTHERWISE APPROVED BY THE DESIGN ENGINEER c ' TYPICAL GALLERY TRENCH SEC 1'ON TYPICAL LEACHING PIT SECTION 18 EXISTING SURVEY AND TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN WAS TAKEN FROM MAP THE MICCICHE LMNG - j _ _ i� :m: s CONC.MON. N LE s«nHOLn AS PREPAR Y ItOR1}LSTAR TRUST PEPS Irl 1 90.00' E TIT DMI�a 8A 7N EDB DATED' 10/26/2001 + ]000 PSI WATERPROOF CONCRETE EXCAVATION TO BE WITNESSED BY THE SUFFOLK COUNTY DEPARTMENT OF 19 EXACT SETBACK LINES,AND PROPERTY LINES TO BE DETERMINED BY A LICENSED LAND SURVEYOR PRIOR ' \� :.._..... MD SCALE NO WEEP HOLES HEALTH SERVICES / 5 TO CONSTRUCTION. (N6T PART OF THIS CONTRACT) WATERPROOF ONCRETE ~ R _ .... ....... C 20 L� _ . _ _.. A � } AREA IS SERVICED BY WELL. NO WELL IS WITHIN 100 FEET OF SEPTIC SYSTEM OR OIL TANK.UNLESS ? ` --"� \ OTHERWISE NOTED ON MAP,NO WELLS OR SEPTIC SYSTEMS ARE WITHIN 200'DOWN SLOPE OF THE RETAINING WALL SEE DETAIL.THIS. -. - ; .�: SHEET 2'9 , 8" yl PROPOSED SYSTEM. F04SHO GRADE J 4'3• 3/4~ 3 > 21 THIS SYSTEM IS NOT DESIGNED TO ACCEPT THE WASTES FROM CELLAR DRAINS,FOOTINGS,AREA OR ROOF DRAINAGE,CONNECTION FROM POOLS,BACKWASH FROM WATER TREATMENT DEVICES OR I�\ DISCHARGE FROM LARGE WHIRLPOOL TYPE BATHS OR THEIR FILTER SYSTEMS. • - ,' 22 ALL EXISTING OR PROPOSE "'�'� ��+• �� • '=:��:wiii,v ir�++++:+L /S" � ' �•, D ROOF LEADERS,DRAINAGE OR CURTAIN DRAIN DISCHARGE LINES SHALL y .t, �• p HAVE A MINIMUM OF 25 FEET SEPARATION DISTANCE IF LOCATED UPGRADE OF THE SEPTIC SYSTEM Q'o. SHOWN HEREON(OR 50 FEET MINIMUM,1F LOCATED DOWNGRADE)AND FLOW SHALL BE DIRECTED AWAY L C ►4 GRADE o •p' a QO FROM THE SEPTIC SYSTEM PROPOSED PUBLIC WATER � $ _ •-, ,�•-•, .,., , SUPPL S RViCE UNE WINDY POINT LAV t:L.vARiES ' o ' e ti .n �.. ;. . PIT ffi>E3FPM COUNTY DEPARTAGW OF HEALTH SIItYICEB 0 0 1.25,. rtx ,i.S P fl'FOR APPROVAL OF CONS'T'RUCTION IPOR A W W w >: THE HIGH CAPACI `Y INFILTRATOR e11Y�G18r FAMILY RIr3 RNC3s ONLY U 1- nflnq Z I=- Z SIZE 3'x 6Y.'x IX' NO SC*IB to05- 1 lilt n 1L_ w z �a w w LAND'NOW OR FORMERLY IMPRO D ��°` xx�AT IVB O Q 3IORAGE 14.7 If3 .: MR MAXIMUM OF_�.,,_ ADROONS IMPROVED DONNA COOK cllooal - - O Z O t- i n.12" i. 2" U) LL'W _ DETAIL FL R " A N GARAGE e� f2 3" _ t �XFtRnB'htRBB YEARS MOM DATE OF•APPROVAL a< a� madK SITE PL d 3 L)X U0N d� DETAIL ` B STORM WATER RECHARGE BASIN 1 `I RETAINING WALL r.o Z=¢ I IV a 000 SCALE 1" 20'-0" \ I � 10~ 5 NTS IIIw I- s NOT TO SCALE H.S.REFERENCE NO„R 10-01-235 M5 a w / EXISTING CESS = z I-o POOL "0� z s Q o g3 (pWa " Q g to EXISTING PRIVATE PROPOSED 8'DIAMETER X 2'_ EDWARD WTI RTH N R o 0 z~ WELL. 10 HIGH LEACHING CHAMBERS- 14 A E E III K o 2 z �r 51 REQUIRED REFER TO PROPOSED GRADE -� . tiref:tfloor of 9.0 PO BOX 450 I-O w v to LL SECTION AND DETAIL _ 0_1U S=u_ EXISTING PRIVATE EwsTING GRADE--� _ JAM'ESPORT, NEW YORK 11947 EO w ~ WELL PRIVATE RESIDENCE TO BE ONNECTED TO „� r-- AVEPAIDE COVER 2' ✓ 516-3-33-2630 1516-819-3968 n} o Q WELL TO BE ABANDONDED IN ACCORDANCE TO o z 1 o p THE REQUIREMENTS OF THE SUFFOLK THE SUFFOLX PUBLIC OVATE SUPPLY tt,P ei 6 2i 2 SAES COUNTY HEALTH DEPARTMENT TOP EL "� LEIiCiLI c"CIP AT i/i" ,`�pF NE rY DATE 1OTT1OMEL 2A CHAMKR IVMASS UNPMATv6-/FT N/(� TA � � CO BC�p70C� SY37C��l RD' 12!1012001 M N SEASONALITY HIGH GROUIIID d 0 _i • •v . SCALE ELEVATIONS ARE IN N.G.V,D.1929DATUM �� GROUNIDWAIIERM-0. Fy ty ft PROPERTY LOCATIION: AS NOTED PROPERTY LOCATED ENTIRELY WITHIN ZONE AE[EL 81 PER FLOOD INSURANCE 0 0 `rc�pp 072770, � WINDY POINT LANE MAIN BAYVIEW ROAD DRAWN BY RATE MAP NUMBER 3610303CO166-G DATED:MAY 6,1998 RpF[c r i o''P BAYVIEW D. KNAPP, PE PRQPO®ED SWUM .' T TOWN OF SOUTHHOLD, LO,T Z & 3 SLYD' AIiD UW DE DdC1< 1'I"WA VIOLATION OF THE PROFESSIONAL LICENSE LAW FOR ANY PERSON TO ALTER THIS SUFFOLK COUNTY, NEW YORK LISAwf/INOBANDSPBL�'ICA'RONSAsnanUIiWNT'80FSElRVKMAMANDSEIAIJ.>itB"w DRAWING IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL CRM --pirm S.C.T.M. DISTRICT 1000; SECTION 078, BLOCK 06; FILE N0. TIM ft Wll@R'1'Y OF DUEL COMM'nNO EMMM. MEN DOCUMMO AAE NOT TO'29, ENGINEER/ARCHITECT AS APPLICABLE,THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX SCALE:HORIZONTAL=1"=10' USEIDPART TiR1AN THLiNPA1LMILY N,raIHBRrU BY CO TILA RE'Wn OUSTA ANYOIM HIS/HER SEAL AND THE NOTATION"ALTERED Bi"FOLLOWED BY HIS/HER SIGNATURE AND DATE VERTICAL=1"= 5- PART= NPT VAt tD WITHOUT ptUclv,t g,��►TL�E a gEAl DIRK CON'SULTII�C ENGINEERS SSD No. PAAAFtS THAN TER7SE PitOf'BRL Y AtlITiCllttTM BY CONTRACT�IttiTI0t7T THE SaP6C87C OF ALTERATION. W*nWN AUTHOPOTY OF DRK CO116 IM BN0[N 3M. z REVISED SITE PLAN AS PER SURVEY,PROFILE.SEPTIC TANK DETAIL AND NOTE 2 DATE BY DATE BY _ DATE BY DATE BY N I ADDED RETAINING WALL AHD DETAIL 2/2I/0DK 3 5 7 2 DALE AVENUE, SOMERS, NEW YORK 10589 pu)-21U-7728, FAX('9'14)-248-7726 DWG. N0. R E 0. COORDINATED SSTS TOBE'INAGREMEN WITH SURVEY AS/ADDED STORIES AS/DEC DATE BY DATE BY DATE BY DATE BY I 2 REVISED RETAINING WALL DETAIL AS/SCOH AND SEASONAL HIO)i WATER SURFACE EL, 3 8/0 ' 4 6 8 WERTHNER 10MIPL LA w rnV -TZ)LA3Iv Cron cs: -:pEc- -T xzT- Icm v�1T tc�Ns - "151f OPENINGS FOR cA co co FIREPCENCY ESCAPE AS o � rI1•IraTE w ; u I R'E`D BY PART. 714 Of W Y . STATE]BUILDING COIX, Z K':1� o : , � C4 Al"MI EO'ASNOM �.: z W 1. 12 ,301-4A Or>t► 10 B.P 2 '-6" N 00 N13'-0" 0 6'`3- NO BUILDING DEP LU 765-1602 9 ANI TO 4 PM1 in p cn FOLLOWING INSPECTION$ ` '- I ,:M,i. 2X6 RAff#R4 s �.. �,� 1. FOUNDATION - TWO PLUMBER �ryF/CATION m " 1 /21 Roof 6H#AfHI Nb FLoo;� ,,Fp�JR� P �Ep NCRETt ONLEADL'rp/y /yrBEFQRF 'RIIt)��"FRAUINa Z W ti R-i 9 AAft4 9.tlt�ONN Roof foL f 6'X16' GONT Z INSULATION CERTIF/ r-It►tli., pa top 1'o SH 4 Nbt.s9 GONG. f:TG. �. FINAL • CCN RU ��OFOCCUPANCY NOTE: LOGAt l ON OF NVAG (� Q ob 10 0E 06f6KM I NE0 LU qt sovA>, R Gt7RR1l6AtfD GAffL1�S — — — — — — — — — — — — — — _ — — — — OECOMPLETE RC.4 SOLDERUS D/N WATER— — — — — eY GONtKAGTOK Y Q . .. , r ., Hit .. N1S a I a N r��lrab - - - - - - - - - - - - - - - - - - - --- •—.-s�TIrCONSTR : .�. . iuf t'fR - I � 1024 VENT - — — — — — —— — -�.. ' t/� r X8` I 1094 VENT PROVIDE T-0" NOT RES ON' 2XIO G�#iik� - I . II5" 00 VCYWALL ~""'�tA9G I A INSULATED DO� � IK.VMBI I .•' 4'-6' CRAWL SPAICEALLNI _ R 2X6 Std!-fASG I A I •. I 3 >y 764 sf . 20 V bof f I T I _ LAVES NEED 864 S"VENTILATIiON PRIUVIDED WrrH (2)IS X 24 VENTS TES 11160 68 VVR}i/to X 40 ViIELDEp ViIRE •, ,<w,f wsNr lo" � " ► I I ,_ DO NOT PROCEED WIT�4�:. I FABRIC.ON 6 MNL VAPOR BARRIER OVER 6•COMPACTS) POLY-wAI'OR �Q I 5 -9!� 5 -9;" 5 -9�K" 5 9�S" Io- . DARK I OR b• CRUSHED STONE sue BASE R-1 3 bAftb 0 . OFF Ulf TION LOCAT •. I I I I ,pPPROVEdI.H $ FSAI PROVIDE AT-SCALD AND/OR 15600Wi /2FNISHEDS1ABIELEVAo THERMAL SHOCKPREVEKTING�oQ EQUALS EXTERVOR GRADE I I I DEVICES AS TO PART.902.6(K) •e o I I N.Y. STATE BUILDING CODE. R-r 9Att6 I �:' I ( —' ( —i � -� —i (3)2X 12 I .. I ra tb' OG a IM -- -- _ _ -- -- I �NEXGAVAIEO �: J J fi J � J - I 2,tIX24'X 12' 6'X 16' GONG I SEE DETAIL"A" N Q I GONG. P/105� R 10 1 6(Tyr. I SEES Wcoppw tuWng is Used for water distributing system Piping shall be I I cv • i 2x4 Atl. - - _ — — — — -� -- J -- J---r J -- I of types K or L only I a 16 OG. : I ( (� )2x►2 I UNDERWRITERS CERTIFICATE I I N •. o I I I I I 1 1 A I A I 1 I 1 1 I I _ , rJ. -7 irJ -7 5 -7 I 51-71 -0 REQUIRED SEL DETAIL"a„ t/ot.YilA/CrR _Y_ , 1101CK I I I - -- SEE SIIT 6 7 - -- _-- z a ` -1 a eAt T I I I I I > I I w PRovlp£VENTILATION AS PERLOCAL BUILDING �B � fi)E SMOKE-DETECTING ALAR DEVICES I I - PROVIDE 3/4 HR. FIRE PLC*" 4 I � I I I AS T� SRT.721.1 I I � ATED SEPARATION TO �- CODE, to I I N.Y.S E EpING ( I ART. 717.3 (f) (1) OF H - I L N. STATE BUILDING CODE.— �- 2"X 8"PRESSURE TREATED`.SILL It-I5 >Aff PLATE I I - - - - - - - - '- - — � — - - --• - - ,� 10 foo B to m t R 1 N 4"CONCRETE SLAB WITH 4 X 4 WELDED WIRE FABRIC 6"COMPACTED CRUSHED STONE — I OCCUPANCY OR7i USEISUNIAWFUL �- p.fj CERTIFICATE �� Reg - WATERPROOFING BELOW I I SOD 1j�11�1 I WITH CE R GRADE + " I 12' G AANt I L,V E K COMPLY VV11N CHAPTER I OF OCCUPANCY !'FOAM BOARD IN5Ut ATtp1 �'� I I PROVIDE VENTILA ION AS PERLLOCAL BUILDING COD DAMAGE uNEE xG AVA AT E0 --r80UTH0L0 TOWN ©ODL ,r x» F00m `O I I v a:owAM sus I e i - - - - - - - - - - - - - - - -- - - -� m,A." I — - - - - - - - txof.WAN* - - - - - - - - - - - - - - - - --- - - - - - - - - - - - KIGK �- T Y = W O z 3 `TYPICAL WALL SS,ECTION - , 61-61 2.31-6" 21 '-6" �P , yo _ Z SCALE: 3/8" 1'-0.. r 521-01 y O$►P` �� a * o `� 011 X CL WV) ULKALe 6PA06 PLAN3 . 2 5GA4.6 s t/4' I'•0' <OT27 AgO i;� W G. FESS. .i' �\ SHEET ENERALDESIGN CRITERIAABBREVIATIONS A/C Air Conditioner DISH Dishwasher INSUL Insulation PROJ Projection TRAP Trapezoid AW Adjustable DN Down INT Interior RAD Radius U.L. Underlayment This was nsd and tflraftetf Bsrkiorr_I�n�c�. to meat ahrk FRAMING MEMBERS: AWN Awning DRY Dryer JST Joist RAFTS Rattlers UNEx Uneaccawabed o0r>c=and=fn fill Stabs Of=at the tat ri war " wall 1744�or higher shgdl be 298 and balloon framed. BLDG Buildhg EA Each LVL Laminated Veneer Lumber REFRIG Refrigerator WASH Washer This j was also for�. 1. �t o o�,iWo aN�filet am: BSMT Basement ENT Entertainment LIN Linen RM Room WD Woad :r * reigaoltenwertls Cart clnarge and .gay vary thorn jtarfsoccti0n to m, 4 L0od beaclrrlaad fees fm or egUsI fb 3 R...........use 4x6. BTM Rotten EXP F_xpoaura MAX Maximum SEC Second WH Water Heater rt 8aafcs,one.c enact wit oorleff{ietlor 1Mfh t I�p c�Cdd1i tfr 2 (.cad bearklp atMd tttaaU frit 3 R .......:....................use{2)Zx12 BTW Between EXT Exterior MBR Master Bedroom SHVVR Shower W.W.M. 1Nbided 1Niro Mesh � these p Consult your IoCM ;011114 a1 f 4 1Ir F.J. Floor Joist MIN N blld oldthan 6�al 10 a.IL....use 4 2x12 C G FLUOR Fluorescent MISCCantilever FIN Finished O M�isoedlaneous STA nimum SPP mon Pump Pit Line far spoecifio ells and Win. to Y btaif b� ew bodes Mid WA**Nntk bmut a�it ie { CEIL linry FTG Footing O.C. On Center STD Standard 2W TWO Wide bearing clot the dX this tIo sae t�tat the 1w/11r..Ptd bertwsert. �� goVerr>irg municipei talcs% 7�fl All exterior uWAQ 2X12 w/1/1"Plywood belweert. CMU Unit GALV Galvanfaed O.H.D. Overtiead Door STL Steel 3W Three Wide AN C.O. Cased Opening GARB Garbage Disposal OPNG O (may,coo state and , dam, plat ' 4rt�ssee to be enQinsered by ttws maftu�adtner aCCDrdirp to the P�i� T.C. Trm;h dal C Four r in Z releeViee Dn Inc., and g qt plan DBL Concrete G G.L.N Glued&Nailed PC Pull Chord T.C. Tn3sh C pacbor C Center Line ?ti � �o item airy claims dor leievsuib hit Who du ing the * ASN �Itioc Comers shad pa Mooed In each dh�edlon with bt-ht diagonal DBL Doubt Gtuelam Header PICT Piexi,ro T&G Tongue&Groo�re W/ With 0 Of ft�or iMMySn�e�a�eal et � DH Double Hung HDR Header POLY Pdyeft"ne TRANS Transom 0 Diameter � ,y * "N. 1)row of 1"x 3" on all spas ower 6'-0"and DESIGN LOADS:_ �}rows of 1"x.3" on Spada over V0. Z * Floor. 40 pat.live Root psf No Ceiling: 10 psf.Nva * Ci1Nar flea are fo t�eop �oca 15 pd.dead 10 pit.deed 10 pod'.dead ' Chip said kkdaers erre 10 be 20*,urilesa noted otherwise. • SON bearir►g Capacity-200E PSF * r 7W rafters overa 2C.4rspan arsm be Laminated VeneerLive loads dead loads wind loads,snow loam,lateral foods,eiatarrtio V.L). zanhg and arty spscislty foadln2 cant ft*wM need to be c nfli med cdxsetrudion and all s to pilins„Ore acc o�rdy See MISC.NOTES: ARTIST CONCEPTION ONLY your local buifdMp afildtltfs vertu don of your apoft toad'?"clods, ProfabliCabed*aplaoas w4 flues are to be U.L.approved and ir'wMed ARTWORK IdOT TO SCALE � Uj > �. Ho ewellM �, and p0mott to be hulled as per CONCRETE AND FOUNDATIONS: manufacturees and,as local codes W r quirements. E ; AN tundbation wave and slabs on grade shall be 3000 PSI 01! day. * Note: Provide proper kwull G liar all Miimblft • oompreasive atrertgtlt ooncmrkb orrises ruled�. 112"waFier-tit drywall arcound shoiaars !d and whMpools. CC QQ- A I hhterior slabs on Wade hW on eanepwketed grartulez ell wNh 112" on fntkrial'walls CsiNrgs. Yr r I� 6 mil. vapor bsirmier torodermtsa#w. . • 5�" flrre Coude drywall on wave and ceilings. � • ' P expansion and Control johns act per lOdsd r+ilq�. windows tine aded out by ohm size � � � wry AN 36"x 18"cotCnele pad%to nava #6 rads sacci weld. Windows,If rot rww art aseaurrred tobe C"Pwenta, 't� t *C '' �'�. --, * All 48"x 46"x lir corlcrets ped%10 have�4 05'rods each way. Header hWghta ace Iabsleld Ib bottom of anelted trarisoms ' �' r • Fvundatkxh were are m►at fp los f>aCktBed u prop erg braced. * Confirdwr wiNow tor'y�aur tocail requirements and • Verify depth of Rost foto wllh ym IMW codes. mhihnum ligm - • Provide tern m pnowcoon as megtaned by HW Mkftum pmp&* Headroom at andira sW hails a f clearance of 644 high. standards. Provide proper hart ftb at roast's as par local cods, wL, � a� • Fo hdation bolls must be arwc x ed to sill plate with 112"bolls * The medhanicoll and electrical br Outs we U1 ggeated on Consult ,� f a�y embedded i5"In corncrete walla. y mechanical coriftct►rs for axed�. kkocMim y •� REBAR 6 BOLT SCHEDULE: .iop flue to raw of ridged as . Not%, Provide win V'brall I800lanceos,mechanical BAR SIZE AND SPACING VERTICAL HORIZONTAL as per s i-edAcatbns. w 1 8"Wall thickness 05 a 18"o.a• #6 1tr o.c, • aAl a eerrditi IS locations may vary depsr din boldo) g on neat #ve 10"Wall thiclmsss(w- #6 12"o-Q #5 lIr a.r. co"rtertis and aodea. •" s� ? • td>lfovr�a overhang sizes unleas noted�an drawing areas ,t EXTERIOR FILL BOLT SPACING 0"to 3W 72"6.c, On pitches of W12-5/12 y 6112a 24"overhang ► 1 3=7«to 8'-0" 48" 7112=20"cverhoauhg c.d; 8112=t8"overhang - 4s �bT-T Addklonal�may be mgdifw 9/12=16"ovwtwv- 10112-11112-12/12=12"ovefiang • Note: t overhangs to provide clearance for windoom to open- STEEL and plates oath comply wts AS Adj too a n a consistent level when the plans Call for ; FAN"6111 ON~M beal, i • AN silructural steal for deal cohmrnr ishot TM convoy with ASat a Nip. R at W tis pian Can be mad o by builder. Please conted A-53 Grade 13 or A-501. our dmaftlimg departrnent fix information and price quotes if major • ro�g asst ibr eorecrsle shell oonwpiy wiMr ASTM�� " Charges are roquaerd. n ,� " A415 Grade 60. Design IBaaic'%,tort.determines finished . footage MI� Provkfe steel ahirnns In all bearn poi i. to the outside of all want.We include;it or INWaces and every ' • Steer columns ars b los 3"LD.(hhs�de diarrhehm)unless noted loch fodh In which the floor joist% f1 m the buridallm, We do not otwrwise. induct'widow omm whero th 1&jok%do not M*d tom the foundeftr 1-six"entries;exterior neptaoes;gangs,decks:pa#os; F �` FRAMING MEMBERS: pordw urnfar>istwad storage men;besemernts or amry other urtthnietasd • �. " Unless noted otherwise,all framing lumber shall have the bNowi ng arses. v characteristics: Fb=1,000 psi Fv=75 psiE -1,400,000 pal Contractor to coonfrmn the size,spaddrg and stress of all i l hsunir>$and st vcbjrc members to mast your local oxide roroqqukomerss. — " Hole arras and kmalim in GluLam or Larrnnated Veneered Limber t men'"ns ars to be confirmed by a pr+oFa"ional engwoor. • Any structural or tomirg members not indicated on the pian ars to be y " stzsd by contlractor• r f Double floor joist%under all pwftn wank,unleaa mild oaterwin , • AN subIloorinp is am, to be 314"#ftk.-Ghaed&N@ll d' r -i — t,�m� * AN o terior wafla we dimensioned to outside of 112" �t it ftdill on. r - � " AN sodterfor welt ars 4"(3112"stud pka 11x"rgld kw on).Ali Interior wall%are 311x"'unless o#terarise shown. _ ; ' Caiculraled dknefalOrM i- - prieeedertce over scaled�• ,,,,� 4AM�*••�++rh•r•t"aA1�ew+�•. *+�a�laMlr,FA•�a�N_ ., .�,�,. ..,...._ • AN walla are f-1 118"high iAees obw mise noted or Implied. t ..... ,�.+er.• ,��. • AN wood wave an floor plans aro at 45 degree a4e,,WIM OOMWIN SYMBOLS ELECTRICAL LEGEND wood im I 10 OUTLET FLOOD LIGHT Detall Number Frame ( O I10V OUTLET D I'� FLUORESCENT LIGHT wan --- TRACK LIGHT Concrete em 220V OUTLET Section Number Furnace }--- UNDER COUNTER Furnace r- ,� wEAnlErtPROOF ootid r Brick or 110V OUTLET Y Direction of Stone ( � Flue 6 Duct Q EXHAUST FAN GROUND FAULT Section 110V.OUTLET CEX��FANRIOHT W >. Earth Floor Drain FLOOR I 10 L��J z Square Footage t ? FIX�TU EFAWUGHT �� of NEIN Y 11 Granular or .._ $ Air SURFACE MOUNT v V 12 Gravel Fill 13 ( LIGHT �� .... _ C-3 Q.�� ii. ,{-y � LU c� F- 9 RECESSED CAN �/ V PADDLE FAN Main 848 Sq.FI i �� .�. = z pt'+ � Roof Pitch Ratio Bad '�' LIGHT o SMOKE DETECTOR Second 804 Sq.Ft # Ra.F 1 .Od.�, ;) IF�; �" _Uibr 1k " r O- or Insulation so. (WALL) -- _ cc Q 8112 [ Sq"Air WALL MOUNT Total 18W Sq. Ft tai �* __�Cr 'r� U t N: i*�t� � ;� ,,„r s�, :Fi 3E�IXJ"� �h L` w Q LU rn Blown (Calling) 1`f' LIOHr Q SMOKE DETECTOR ;c:': :"a•i !` +.`'I .? Insulation (CEILING) �`c0 22770 �� p ni j 0- -�-� � HT � ]y \ 8o Ceiting Pattern N#nimum 3"x3" 44 St,ower SUUOR MOUNT 3 TWO-WAY 51MTCH MLL-CORDAR�FES SIONP Detail W/Height Solid Bearing Hei`d +a THREE-WAYSViM" , 7 0 1 Oras required T THERMOSTAT SHEET 'R, FOUR-WAY TCHAY 8W1 - *sof LPI' W Slilcock CHIMES of 7 ----- F DETE :TORS IN SERIES __ (vAL,V. MTL. Woof) 6A00L4, wood fKAMfO _,014a '.11 fKAMfo GH I MNf-Y woov GH I MNf,y o fKAMOV GHIMN9Y uj 610IN& MT'v. N6L66 UJ x 12 1 Nbz N411111111111, U.1 1K 7 j X 6161GONO fpi,,-00K I __.6f,00NV ?rL-OOIZ. f OR I 7 V) `� 4 z z JIM 61 V I N& C4 _j MAIN MAIN rL-00f R MAIN fl.100K 2 f F,11f,11FHED `,RAjjE V?EN-r L11 SOILD CONCRETE F.)UNDATION 171 CUN;-RETE F� M%ff WE ELEVA TOOK REAR ELEVATOON L SUDE ELEVATOON 'd-A,A_ l/K' 1-6 01000 fKAM00 GHIMINFEY 11 If Ill 11 11 Ilia 1 11 [ fill I it ] fill 1 11 Hill 1 11 Hill I If Ill. Ill IIIII f 11 Hill I I I H 11 1 1 1 11111-1 I I I I I If 11 1 1 1 1 1 1 1 1 1 1 1 1 11 11 1 1 1 1 1 1 1 1 1 1 1 1 11 If I I I I I I I I I I Ill 11 1 1 1 1 1 1 1 1 1 1 1 1 11 11 1 1 1 1 1 1 1 1 i If H I I I I I I I I I I I I If if I I I I I I I I I I I I it if I I I I I I I I 1 9 11 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 u I I I I I I I If I I I I I I 1 11 1 1 1 1 1 1 1 fill If I I I I I I 1 11 1 1 1 1 1 1 1 11 1 1 1 1 1 I If YY� 1 11 IIIH 1 11 Hill 1 11 11111 1 11 If 11 1111111 1 11 11111 1 1 Ill [ 11111111 HH ] ] ill HH ] 111111 1 lillil 11 1111 11 1 1 1 1 1 1 1 if I 1 1 1 1 1 1 If I I I I I I 1 11 1 1 1 1 1 1 1 if I III I I I 1 11 1 1 1 1 1 1 1 111 1 1 1 1 1 1 it I I I I I I If I I I I I SAVE VENC In I H IIIII I I I HIli I I Jill 11 Ill fill] IIIIIIII 111111H 111 Hill Jill I IIIIIIII fill ALL AKOUNIP I It I I I I I I I I H Ilia 1 11 1 1 1 H I It H I I I I I I 1 11 1 11 H i I I I I I I I Hit I I I H I I I I I I I 1111 11 1 1 1 f I I I I if I If 11 1 1 1 1 1 1 1 1 If 1 11 11 1 1[ 1 1 1 1 11 1 g 11 1 1 OH I N&L,06 111111111 1 1 1 If I I I I I I If I I I I I 1 11 1 1 1 1 Ill IIIIIIII if fill [] 1 1111 " 11111111 11 Hill fill, _TI Ill Ill 11 Ill Ill If Ill Ill 11 lit Ill Hill ]11111 ill ill I Ill Ill If Ill Ill 11 Ill I I L.L.L.I .9 I I I I I I 1 11 1 It I I I I I[I I I If I I I I I I I I I I I I I I 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 11 11 1 1 1 11 1 1 1 ill I I I it I I I I I 1 11 1 1 1 1 1 1 11 1 1 1 1 1 1 11 1 ill I I I I I I I I I If I I I 1 1 1 1 1 1 1 1 1 1 1 If Ill I I I I I I I I I I I I 1 11 1 1 1 11 11 111111111 111111111 11 11111111 111111111 111111111 111111111 111111111 fill III ] HH If IIIIII II [ IIIIAIIIIIIII 11111111 1111 6/ 12 1 1 1 1 If I I 1 1 1 1 Ill IA L I I I III -Y li'lil, -71111 I All 1, IYI,I'lY 11��T I) l [ if �`i vl'� Y I'll 11 If III -I, I I 1111111 1.1 HL 1111111A11111 I 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 [I I I I I I I I I I I I 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H I I I I I I I I I I I I I I I U I I I I I I[I I I I I I 11 fill ] ill IIIIIII lill Ill fill Ill I Al61 rK I M lit 1 11 MH 1 11 Ill 11 1 1 1 HIR 1 11 11111 1 11 Hll[ 1 11 HlH I I If I I I I n I I I I I 1 11 1 1 1 1 1 1 If I I I I I I H I I I I-I ill 11 Ill ill-Illif-F �R� HJJ Ill 11 Ill Ill 11 [if Ill 11 Ill ill 11 Ill Ill 1111 , [ ILL UA Ill I I I[ A4 11111111 Illiallf Jill ITT] I fill IIII 1111 11 If IlH H I I fill 11 1 1 1111 Hit 11111111 If I I I I I I I I I I I I I I I I Jill Ill LHI 11 1 1 1 Hill I I If ' ' 'If I if I I ' '"' If 111111111111111 1 11111111111 111111 1 IIIIIIIIIIIIIHIIIIIII 11111 1 Hill If [ Ill If ill IIIIIIII IIIIIIII Ill IIIIIIIIIIIIIIII I I I I I I I I I I I I I I I I I I I H I I I I I I I I I I I I I I 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 r I If I I I I I I I I I I I I I I I if I I I I I I I I I I I 610 1 N& 12 1 11 It Ill HH Ill 11 11 Ill 11 11 Ill If H IFFT Ill if IF Ill 11 11 1 1 1 IF 11 1 1 1 1 IF oil FT I Hill I it Iffif I H [fill I It 11111 1 11 111111 fill IIIIIII I it 11111 1 it Hill 1 11 ] fill 1 11 11 1 Hill 1 11 Hlit 1 11 ]Jill 1 11 111H 1 11 11111 1 11 Ill-l-T-TT-1 1 FLOOR >p Ill Ili I I fit In I I Ill Ill I 1 111 Ill I 1111 In I I lill Ill I I Ill 111TI-T-TUT-1-1 I I I Ili I I ill 111111 1 1� 11 In I I Ill Ill I I fill [ [ I I j HIM11 it 11111 11111111 1 LWARLid ' I All 01000 rFAMfV ll� 111111111114 1 . . . . . — —PIFA6 Film GHIMN6Y --.e 111111 Ill Ill L41,1 Ill I I u [ ill I I 1116T 1111111 mill 1 1 , 11 fill Ill I I KAILIN& ED 0 DUE FM F1731 -All I M Fil eil-OoKf OFE-1 FE-11 F1711 © ■ Maa7 OFNEWr 101 1LJ1 U U 1LJ1 U I 1 11 1 1 t I I I T L I I I I T -T-1 NZ I 6K LU K N 1 04-PONAT I ON72710 10 OF S SHM 2 of 7 NOTO t ALL AN&L,00 WALLS AKO e 46 r:-,21-01 NOTOs ALL WERI OYAI,4� 30, -211 1 AKO If �Ul of 0 ........ K I&10 N61JI,.. * ALL, 5;-6 20' INfOK10K WAL4,6 AMIE uNtf,66 o-rHorzw I 6f, SHOWN C/) co NOTfs ALL MAIN f1,00K WALLS Q ARE 9'-1)6' HI&H UNL,066 uj M_ I NOTED OTHOKWI60 LJ.! Q: z 0 C) UT C14 P,E,-o wi. S H 1,Vr z uj Lu z ct� 1 L L 66 ZLu >SIAKI 0 '5� 5/8"SHEET ROCK FIRE-RATED 1 HOUR WALLS AND CEILING qtr tL71 A :r �2B qz; BAT I I Z z Cj I � i li > ST VE 00 at Lu lit ;7< 0 1 N -f -f K, I f C,H N g LIJ D 13 N < ------- 0 v I NYLI L SELF CLOSING METAL 1 HR FIRE RATED DOOR FINISHED FLOOR I I I---,v=1 ! 0 �&. 1z; Q') <) I EL 7.0 v UO el) 10 t C-' 7D Nu\ w - GARAGE I ZT_ i rn 1 k acv 164 ------ i 3 4-CONCRE7E SLAB W/WELM WIRE FABRIC OVER CIONGCAL,60 6 MIL VAPOR WRIER AND 6p COMPACTED GRAVEL (2 1 N,x I x, I _�ANf FY I I Q_---= G. _-t--j __-=-�=-_- 2"X6" w I ZA 3 0 DECK "X6'- 0NG6AI,,eV_ \1D REFER 10 DECK SELF CL9$ING 1 HOU I I FIRE RATED ST PLArj _OSE r 1 4 STEEL DOOR BASE IJ I, I lwv Z En L, V. 11, n r 10 66--X-U _ M I x,x 9941 .I I_0A 1-69 1_0 v 61-21 10 31 0 Z,4 - -.7- - ----------------------- ui�� n< I cp r- C) --———--————————— ——————— SEGOIkO 2X6 K A r-f'55 1 smoke detector typical e iro" 0. 0.- 101-0" 0 N A)L TREATED K Ar N 0 C-A PRESSURE - 6�, A 6 0 0 C) C\1 C,0 N G. 1w �0. 1 1 WOOD DECK z A F P f_� Ir 1h C\1 PROVIDE REMOVAOL-- _j 1 60X7 6 W 00 PANEL FOR M ACCESSTO SANITARY CLEW c; i GONGfAL,00 - ( _ -- io, .0j.kc cv GONGOAL-00 (2) IVX 16' (2) IXIX 9g, L. V. L. 3OX66 6 r L_0 w 3052 2 1) �GN_ - H. 3052 H. > � 0 2X6 16 e 16 p 0 w40 ' w 00 76 6'X6 �O 6 f 0 - ON 101XI011- WOOP I? lit %J �111 1 A I L, 1 40 4 H1 L L AWei (2)2XI2 e ---a L A 61 ALL AKNQ POK MAIN fLOOK 616 d 66GONO fi,00K 6011 it ,J I\--PRESSURE TREAT�[) fffAi, 1650 d WOOD STAIRS AND MU11GS v d &ARAC90 500 0 :3-60A60N PORCH 93al I A -5 1 61 -7A 61-2# 31-61 A 16'-0' '-00 2 61 1 23"-60 21 1-6A 52' V Cr. 0 z uj z of E 0 W) X FIRST FLOOR PLAN INV R. �ti 0X 1�to , a. SCALE:_1/4* 1'-0" L cc z O C5 00 SO72770 I SHEET A of to -- N 0 5 J F F If '-----No 5 0 F F If '----N 0 5 0 F F I t ---� SPAGE c Pco EN TO 0 1 nJ 1 tIG --� SAVER Lo MIGRO CD XL ui Irl W Y LAZY 12" a✓LU5H LAZY / 38 REF. 0 5 USAN SNACK OAF, 5U5A,N — SPAGE N ❑� ❑ i. _.� w uj z 03 W , O cs:D � uJ LL z ZC4 (C-hGMS K�.__ Q p lu I Nff K I 0K I� I, AVAT I ON6 a v- 6GALE1 3/8' - 1'-0' `, 52'-0" 2ll '-6' NOrE ARE 4' �146ULI 3 'AW, 6X15R�10^� 0 ff 8'-6" IINfOK1OKWALL5AAK6 _8.. 5._9.. 4._,9.. We UNL655 OTHORW 156 4. ' SHOWN NOTts ALL ANbL60 WALLS EQ EQ OUMNAY FRAME 51.,OPE ARE ! 4l — — — GE I L.I NG A00VE SHOWER 304 D.H. 304 D 24 C7 HDA T 0 AIGGOMOOATE OUGTWOKK To MAIN fL04R 0 Q S A STA S A _ EQUAL EQUAL 3 a� v SHOW If Q W a BATH 2 s r MASTER BEDROOM : I CV 304 D-0. 3046 D H. I io u) ,•_g•.xb._a.. I .._ I elf Lo v ' 0 SHELF (—` 304 D.H. o v v k" C TUB GARAGE AS d� SA +.0 � td PROVIDE WERFLOW PAN UNDER �p Q � -- — -- - 'o — — �, O © N 0 WASHER-- X to" (31 '/ tul _ .-_—_--_ BELOW , - --- - -WALK IN N - _ _ _- ------------------ ----e ---- - SOUh10 PROOF WALL--( / CLOSETI, �( � -� - 0 1' 2 6 xe-a' w 2.8"X6•-8- SHELF 2'8"X6'-8" :� V S � � -- 2.8"76'4" V p cn CV CA CLOSET ' I� - - o a — z 2'a hc6•_s Q N �, N mi = o Z V .fl K d^f < I A IS 1 d 1 Z z 04 qz� I IG E 5 SMOKE 0Cl I N i dr? z SQ.FT. - DETECTOR _ _ 0 0 -- NFINISHED c,-b ,Q II —ROQL I f!fi (:ONCEALED(2) J - UN7E:R - �; =r GO�JG6A1.60 11 p ' � 13/V'X 117/8•LVL I SIMK i \1 STORAGE (2 I�f'Xt 1J4' i_ " ; 3' " 2'-1 " 9'-3x" ,41�" swlc E L. V.L. 1Iq -111 ' 2'X6a 26X66 AMOX. ,� 6 KY KOO I o NOM - o_--H 1-GN� A U N 1�Y v WAIL NG FLUE WALNONLOEAK I NG t VINYL 1 00 0 p PIPE . MAIN FL00R ROOF AREA 3 � _ � � i 1 1 C) ¢_ V Q ROOF I EA 0 =� ! MAIN FLOOR 6LOG. _t >� o bf� oKooM 2 1 GARPEt �� 7;-- 61A ;-'5 A � 5 A r- Y tl: 3046 10. H. 30 D. H. 3046 H. 3046 O. N. I C� 1 05 6600NO ft,00K 604d Z ' A 1 N FLbOK 0L G. 1? I I k UNf I N. 5•fOKA&O 27 F NEW h- ui Z tiQ' �p R. KN 'Q : 10 � =Q 9 et o m 10'-2' 2'-1 " 1 0'-2" `1 * o x a �- 1 1 " 1_ 1 " I tr 00 3 -4 3 -4 11 5 -0 10 5 --0 2 -11 = `�" w `r � wN 1_ " I " 21 '-8" �2 �,, 6 8 23 -8 1�" `rFA 72�ZoNP�' owa -� 52 ROFESSW S6 0 N0I,AOOi Pl-ooAN SHEEOT T rrwr!rr.rrlr!!I! ■I 30'-4" �. . PROAoecONCfRETE S7Er. 1 ,NOT SHOWN)TO CNAVA SPACE AS REOMEI CONI i r - -- - - - - - - -- OLDI I I PROVE 3-0"}C'-0":HI GV UKSE — I 149"M DOOR wrr socKs I (� P N 0 :1 G I SPACS N._ _ __ 1—_ — L h _8 t _L _L_ Z 1 w PROME4-Cac-AMSIMWTT+x _ 1 I x i rrf—r" - -- -1 -- --— - ]- - -e +---r---- -- -- ---- --- --- FA81UC.an 644L VAPOR BARaieR c•,m s ca+vNk TTi I I _r 1-_t W i 5 9 5-9V 5 v 5 9�" 5.9 CRUSHMSTOWSMBASE G�(>WN MOULDING y y I -� - ._. _ > O C14 ---- -1- LU t� - -- I --- Z 00 ----! _r _ - - � 1 - _ J L..J - I ' sI l 1 L __ z c�c k? It co ^°X e" LONG ( I C� ——'———--— —————— r ---- -- r C i I 1 +LlIC PAPS RAIS I 1S O I ta7 I r — LU i - OKY WASH -74 51-70 5'_7' 7r 7� 5,- �� I I Z h 4 _ \.l° S 1 I L 00 cot lot LU r knit' d I , 1 w III I � - -- - - QI Nf � K I OK 04AWATION6 t - - - 60AL43/6 1 '-0' {I :2' GAN,I 946-r Q I .(DARE WNTI(ADC\�AS PERLOCAL BUN.DING CfH)F _ - UNO XGAVA Y60 �D v COMCA£TE SLAB { -- --———----- --� _ — t CfiA�lf�. SPACE SCA° c:; NTS GF GAK0• GF wP 015P. P c caFC F 1 i Ga t1 GAFC OUTLETS(ATYNP 5AVEK cF I MIGKO �.�---- SHOKE DETECTOF` __- \ II l - -- ------------------------- qN - -- - - WI SOK GARAGE — •" -- OOOP OPENER n ' I OKE DEFECTOR TYPICAL -I�- GF WP 10 6E LOGATEP I by GONTKAGfOK I I ^ DECK � <) NOT I SHOWN I 1 1 I _ kit Y. GF `ail WQ I GF WP SECOND FLOOR ELECTRICAL PLAN O W �- Z z FIRST FLOOR ELECTRICAL PLAN of New � � a X ate. g �P� w 4 Y) 'Q caw C4 � � < C-) cl) oLuan ys A 72770 �� SHEET ssl 7of 7 Replace Existing Vent with Replace Existing Vent with 8x16 SmwNent 8x16 SmarlVent Enlarge Opening as Necessary Enlarge Opening as Ni4sary See Elevation Dwg and Note 1 See Elevation Dwg and lgte 1 29'-11" 21'-8" - ------------------ ------------— --------------- 1U-0---------- 50---- t --------------- ------------------------,I r — I I �---- II I I I I I II I I I New 8x16 4"0 Drain Holes I I e4 8x16 SmartVent and Noe 1 See leva'o Note 1 I I I t in Slab Typical Dwg.and Note See Elevation Dwg.and NoI I i 1 I I I I 0 II I I I I I I I I I � I I iv I I I I Existing Footings I t I I I I I I t V-82" 5"824" '_� 5'84' 5'-824" 5,-9„ t t (3)2x12 Gi er I I 1 t I 1 I I t 1 I I I I I I I 1 I I I `" �----J L--- �-----J is a� Existing Footings rO I I I 1 I I °° 4 I L-----------� r- -I r'----� r---� I I I t ✓ '� / l�� Q _� M I I I I I I I I I _ I ► I I I I I L_ J L— —J L— —_J j j New 8x16 smarlvent j 1 i I I 5'-6" 5'-6" 5 6" See Elevation Dwg.and Note 1 Existing Footings r, I I I I (3)2x12 C+der 1 I I I I O 4"0 Drain Hol s in Slab TypicI t I I I S I I I I t I t t • I I I I I I N � I t rn t I 1 3'x3;1'Concrete O I I I I LO L I 1 I O s with 10 0 I I I I 1 Foot�9 I I I I Son,fubsColumns r- ------------------------- Remove Existing wit Typical I I Existing Footings t I O I I Leave Open To M n I Simpson Galvanized I I I t Crawl Space _______ ----J R-19 FIBERGLASS Replace xisting Vent with I t I I I f Joist Hangers Typical 8xti Smart wit New 8x16 SmarlVent 1 I 2X10 CCA SILL INSULATION Enlarge Ope ng as Necessary I t I ear 8x16 SmartVent See Elevation Dwg.and Note 1 I I 1 I Sile leve 'oh Dwg.and Note 1 v x Floor Joists See Elevatio Dwg and Note 1 t L_------J L-------- - -------------- -------J I Termite Shield 11W UUM ULMUM Top of Foundation L.+8.25 —- -—- - - - - -—- - - -—- - --------- ----- -- ----- --12 0" ------7WCCA�Ledger ---- Finished Grade BFE+&0� °O 12'-0" 21'-8" 23'_8'. r' 9'0" 6'-8' New 2"Concrete Rat Slabr Termite Shiel (3)2x12 Girders m Joist See Plan dew For Drains h' Termite Shield I 'yin•16"OC 8x16 Smart Vent M �* 1 Enlarge Existing Openings and o } 3;:.;; 10"0 Sono Tube Piers •. co U y 1 Cut New Openings as Indicated *' .:+ Y,.;..:. f';'• " t' '' `� ! ,� �(� CIJ :; r, (/ See Note 1 i 3'-0' Break-up Existing Concrete Slab to Allow WaterDrainage r Back fill with clean sand.Compact to 95 %Proctor I 5'-2" 5'-2" ' 6'.2" - in 6 inch Pits. No.5 Rebar 4 (2)2x8 CCA �( 16"0 Sono Tube Footing Notes: _ to 3'Below Grade Min. 1-Foundation Vents by SmartVent Email sales@smarlvenLcom,Tel:1877-441-8368. � V 8x16 vent=200 sq.in.free area Center with Door _ ( t Crawl Space Area Under Main Building=746 sq.ft. 0l Nrw 1210 Sono Tube Footing -Vent Free Area Req.=746 sq.in./200 sq.in._per Vant=3,75..Usee .vents to 3'Below Grade Min. j c� �c�,p.. Plans are prepared by Condon Engineering,P.C. It is a violation of the 11` -Small Crawl Area=76 sq.tt -- �` �cs� New York State Education Law,Article 145,Section 7209,for any Vent Free Area Required=76!200=38 vents Ude 2 vents min. person unless acting under the direction of a licensed Professional Garage Area=510 fl. Engineer,Architect,or Land Surveyor,to alter any item in any way.If 9 an item bearing the seal of an Engineer,Architect,or Land Surveyor is -Vent Free Area Required=5101200•=2.55 vents-Usd'1vent§' j t, altered,the altering Engineer,Architect,or Land Surveyor shall affix to 051684 �� the item his/her seal and the notation"Altered by"followed by his/her •' �, sl fl�,�� signature and the date of such alterations,and a specific description of f�S the alteration. Werthner Residence Scale: 114'"=1'-0" Condon Engineering, P.C. Windy Point Road Drawn by:JJC 1755 Sigsbee Road Southold, New York S. 1 Mattituck, New York 11952 Date: 117/2003 (631) 298-1986 Foundation Plan ❑ ❑ ❑ ❑ NEW SHED DORMER NEW SHED DORMER 2x10 RAFTERS 2x10 RAFTERS ❑ ❑ 2ND FLOOR 2ND FLOOR 1ST FLOOR 1ST FLOOR_ RIGHT SIDE ELEVATION REAR ELEVATION HVAC 21'-7" O BATH 2 ❑ BATH 3 DRESS 0 ❑ MASTER BEDROOM ❑ WALK IN CLOSET O STORAGEAREA CLOSET WASHROOM LINEN ---- - - ---- - - - ---- -- - - $,0.. rjf; N�W,. ;O .. BEDROOM 3 BEDROOM 2 Oz4. i K Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If 16Ea l: an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to pR��ESS14N��% the item his/her seal and the notation"Altered by"followed by his/her signature and the date of such alterations,and a specific description of — -. the alteration. Werthner Residence Scale: 1/4"-11-91 Condon Engineering, P.C. Windy Point Lane Drawn by:JJC 1755 Sigsbee Road Southold, New York Mattituck, New York 11952 S=2 Date: 11712003 (631) 298-1986 Second Floor Plan Replace Existing Vent with Replace Existing Vent with 8x16 SmartVent 8x16 SmartVent Enlarge Opening as Necessary Enlarge Opening as Necessary See Elevation Dwg and Note 1 See Elevation Dwg and Note 1 57-0" 29-11 21'-8" 101-01 1 - I-------------------- ----------------------- ---------------- ----- - - 4"0 Drain Holes I lev 8x16 SmartVent New 8x16 SmartVent in Slab Typical Selel leva ioii Dwg.and Note 1 See Elevation Dwg.and Note I 0 Existing Footings 2X10 ROOF RAFTER V-8a' T-82' 51-8a, V-82 4 4 4 45 9 1I IR-38 FIBERGLASS (3)1.75 X 5 LVL Girder INSULATION 2XI 0 CEILING JOIST F F FF N I I I I I I I DO DO [it]U11 U-11 U-11 U-11M id-1 ]III] M111ITMIM11[illf lifillillulluiltilluij-uii-ulj-u-[j-ljulj Existing Footings I L _J L J L _J L————J 90 L-————————— F F F R-15 FIBERGLASS INSULATION r-—————— 2X4 STUD WALL. L _J L _J L _J New 8x1 6 SmarlVent See Elevation Dwg.and Note I 2x8(CA Floor T-13" 6-13" 5'.61- T-13" L J2'-D"_, I Existing Footings Joist� I I I I I L , i 3141 SUB FLOORING-\ 161,C C 0 \_(3)11 j 5 X 9.5 LVL Girder 4"0 Drain Hol i is 7- in Slab Typical 3; 9112"rj'(F-LOOR JOISTS LL R-15 FIBERGLASS V INSULATION X to CN ED A 0 3'x3'xl'Concrete 0 112"GYPSUM Footings with 10"0 R-15 FIBERGLASS Sono Tube Columns F L- ——————————————————————————-J 1/2"PLYWOOD SHEATHING INSULATION Existing Footings Remove Existing V ant Typical to I 0 Leave Open To Mein Replace Existing Vent with Crawl Space R-19 FIBERGLASS Simpson Galvanized 8x16 SmartVenI INSULATION Joist Hangers Typical (2)2x8 CCA Enlarge Oper ng as Necessary 4e�8x16 SmartVent New 8x16 SmartVent 2X10 CCA SILL L 7 See Elevatio,i Dwg and Note I Soiie Eleve tioh Dwg.and N See Elevation Dwg.and Note 1 9 1/2"TJ I FLOOR JOISTS ——————-i L_________ /—Termite F Note 1 -————————————————A------J ————— Shield 3/4"SUBFLOORIN Top of Foundation EL.+8.26 TZUX177RRflaflU—UUnflRAnj IU Un amm UUMUUMUMULD 121-011 -— -— -— - — -— - LBolt to Rim Board U 2x8 CCA Ledger A,' 117-0" 2x8 CCA Ledger Finished Grade BFE+8.0' E g 9,0„ -81, 23'.81- 21'.811 ---"\—(3)1.75 X 9.5 LVL Girder Termite Shield rrolla 32"OC M111 Bolt to Rim Joist Nl__�Newr 2'Concrete Rat Slab 2x8 CCA LedgerLL Y8 in.16"OC 8x16SmartVent See Plan View For Drains Lag Bolt to Rim Board Ito Enlarge Existing Openings and 10"0 Sono Tube Piers 3f NEW Lag Bolts 32"OC Min Cut New Openings as Indicated See Note 1 T-O" 3. Break-up Existing Concrete Slab to Allow Water Drainage 6i-2" 7'.n" 6'.2" 1 Back fill with dean sand.Compact to 95%Proctor in 6 inch lifts. No.5 Reber (2)2x8 CCA FD 516 16"0 Sono Tube Footing 51684 to 3'Below Grade Min. Notes: Center with Door 1-Foundation Vents by SmartVent Email sales@smartventoom,Tel:877-441-8368. 8x16 vent=200 sq.in.free area 12"0 Sono Tube Footing -Crawl Space Area Under Main Building=746 sq.ft. to 3'Below Grade Min. -Vent Free Area Req.=746 sq.in./200 sq.in. per vent=3.73-Use 4 wents [I,) Plans are prepared by Condon Engineering,P.C. It is a violation of the Small Crawl Area=76 sq.ft. Vent Free Area Required=76/200=.38 vents-Use 2 vents min. New York State Education Law,Article 145,Section 7209,for any AMperson unless acting under the direction of a licensed Professional Garage Area=510 sq ft. F 2003 Engineer,Architect,or Land Surveyor,to alter any item in any way.if Vent Free Area Required=510/200=2.55 vents—Use 3 vents an item bearing the seal of an Engineer,Architect,or Land Surveyor is BLDG. 1 3M OF SOUTHOLD altered,the altering Engineer,Architect,or Land Surveyor shall affix to 2-See plans by DIRK Consulting Engineers for architectural and framing cNetails. the item his/her seal and the notation"Altered by"followed by his/her signature and the date of such alterations,and a specific description of the alteration. Scale: 1/4" T-Oil Condon Engineering, P.C. Werthner Residence - 1/4" Windy Point Road cale' -JjC Drawn by:JJC 1755 Sigsbee Road Southold, New York S. 1 Drawn Maftituck, New York 11952 Date: 8/8/200'3 E (631) 298-1986 Foundation Plan Lj 2ND FLOOR — — F17 1117:1 LL==i a © 11 as LISTFLOOR - VENT FRONT ELEVATION LEFT SIDE ELEVATION 2ND FLOOR 2ND F1 OOR - - - - - - - - �,��o� NEW roe o � If 4d Q;Cf4 LEI / 1ST FLOOR 1ST F R — _ — — Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any ED person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way. If VENT an item bearing the seal of an Engineer,Architect,or Land Surveyor is VENT REAR ELEVATION altered,the altering Engineer,Architect,or Land Surveyor shall affix to RIGHT SIDE ELEVATION the item his/her seal and the notation"Altered by"followed by his/her signature and the date of such alterations,and a specific description of the alteration. Werthner Residence FScale: 1��" Condon Engineering, P.C. Windy Point Lane Drawn by:JJC 1755 Sigsbee Road Southold, New York Mattituck, New York 11952 S=2 Date; 8/812003 (631)298-1986 Building Elevations ----------------------------------I-------------- ---------------------- -- -------------- F-———————--————————————————————--—---——————— —————————--————————————————— ———————— ————— M 1l,75x9.512*LVL r :————————————————— II I II II ------------------------ ----- ------------------- II II ----- ------------------- 0 �, (7)1.75 x 9.5 1.9E LVL EVEMYSPACED ———— --————————— II I ———— ----------------- p Idi II 8------ -----------------80 -------------------- II �(2)175x ----------------- X 9.5 1 M:LVL (2)11.75 x U 1.9E LVL 'd' C== C=Q=C= C= C= C4 L 0 II r----------- 1.75 x U 11.91!LVL L-———————— I II II o e II II II II II II II r--— -------------- - — II Ir —— ————————————— — II II II II 2XIII CEJUNG AM Ir 04 I II II II II II ca 2X8 ROOF RWM ir 04 I j j II I II I II I II L----—————————————— —----F -----— ------i L-- ----------------- --------- ---------i 1 ST FLOOR PLAN ROOF PLAN HVAC X10 HEADER TYPICAL FOR BATH 2 ALL DOORS AND WINDOWS 0 BATIH 3 DRESS a O • 0 MASTER BEDROOM STORAGE AREA WALK IN CLOSET 0 CLOSET WASHROOM LINEN ---------- ------- --- LL> F4 -- 'Por 16 'T57-9—cz.3 Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional BEDROOM 3 BEDROOM 2 Engineer,Architect,or Land Surveyor,to alter any item in any way. If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her I signature and the date of such alterations,and a specific description of the alteration. Werthner Residence 2ND FLOOR PLAN Scale: 1/411 1 I-T Condon Engineering, P.C. Windy Point Lane Drawn by:JJC 1755 Sigsbee Road Southold, New York Maftituck, New York 11952 S=3 Date: 8/8/2003 (631) 298-1986 1 st Floor, 2nd Floor and Roof Framing Plan