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HomeMy WebLinkAbout43442-Z S�ffa4e COGS Town of Southold 11/3/2019 0 P.O.Box 1179 Wh 53095 Main Rd �4% �ao�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40831 Date: 11/4/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Off East End Rd, Fishers Island SCTM#: 473889 Sec/Block/Lot: 3.-2-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/29/2019 pursuant to which Building Permit No. 43442 dated 2/4/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including deck, to an existing one family dwelling as applied for. The certificate is issued to Chocomount Cv Ptnrs of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43442 9/26/2019 PLUMBERS CERTIFICATION DATED 9/24/2019 Pete's Plumbing AuthorATSignatureko— TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy, SOUTHOLD, NY X01 � ,dao 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#: 43442 Date: 2/4/2019 Permission is hereby granted to: Tremaine, Sarah 5026 Jones Mill Rd Crozet, VA 22932 To: make alterations to an existing dwelling as applied for. At premises located at: Off East End Rd, Fishers Island SCTM # 473889 Sec/Block/Lot# 3.-2-6 Pursuant to application dated 1/29/2019 and approved by the Building Inspector. To expire on 8/5/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $200.00 CO -ALTERATION TO DWELLING $50.00 Total: $250.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN BALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following. A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory;building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. t / -ZZ)ig New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: SI%ST tkO-%M ILO" Pk%VjsM& 1SL14W8 m4 Ob'gg0 House No. Street Hamlet Owner or Owners of Property: Gk0 c_ObIOL.N T CokjC_ paA. ,JS . L L C Suffolk County Tax Map No 1000, Section Block Z.. Lot Subdivision Filed Map. Lot: Permit No. `f�� Date of Permit. Applicant: �L?. Smg o 1 Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: v (check one) Fee Submitted: $ U Appli t Signature Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ro er.richertC� own.souold. us Southold,NY 11971-0959 , ® �® g y' ®��C®UNT1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Callander Address: off East End Rd City: Fishers Island St: New York Zip: 6390 Building Permit#. 43442 Section 3 Block- 2 Lot 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Connected Systems License No: 45453-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 46 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 27 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt 5 Recessed Fixtures 9 CO Detectors 2 Sub Panel A/C Blower Range Recpt 50a Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 20a Emergency Fixtures Time Clocks Disconnect Switches 32 Twist Lock Exit Fixtures TVSS Other Equipment 3-heat detectors, 9-ft plug mold, 26-ft cabinet lights, 6-paddle fans, 1-range hood, 2-dish washers,2-disposals, 19-ARC fault circuit breakers Notes Inspector Signature: Date: September 26 2019 81-Cert Electrical Compliance Form As Town Ball Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOZTMOID CERTIFICATION Date: /Z-I/Ie/ Building Permit No. �3z ®water: CKOCO0\W ' r Chid ii- PAK-t 1;Z S CVC- (Please print) Plumber: 1P�z..►tt__ M2MJ�16.N ����iLS ?LyN3I�N G (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this Z day of �► , 20 /`f i l Notary, �. Public, � e%/ z County ' ��a SO(lT,�O# TOWN OF SOUTHOLD BUILDING DEPT. `ycnom, 765-1802 INSPECTION O'� [ FOUNDATION 1 ST [Vr"R'OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [Vf"FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: c�.rsr DATE INSPECTOR rh �•!/ OF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765-1802 INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] F NDATION 2ND [ -•INSULATION [ F M STRAPPING [ ] FINAL FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR 1 OE SO "{ * TOWN OF SOUTHOLD BUILDING DEPT. �ycourm,��' 765-1802 "=l-NS P ECT I-O N [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]" FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �..�•Y.�e C�9 �� -L� DATE � INSPECTOR ' 1 _ o�aOF SOUIyo � L * # TOWN OF SOUTHOL-D BUILDING DEPT. couffm 765.1802 = INSPECTION- - I FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE &-CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ °] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: OK lo�l DATE INSPECTOR = D &�FF OW D GNCN APR 3 0 X019 Consulting Engineers,P.C. Structural Engineering err. Geotechnical Engineering Historic Preservation TOWN 03FSOU�Id,)Z.� April 29, 2019 Bill Bartlett HP Broom Housewright, Inc. PO Box 70 162 Ferry Road Hadlyme, CT 06439 Re: Miscellaneous Framing for renovation at 12244 E. Main St Fishers Island, NY Permit#43442 Dear Mr. Bartlett: Principals Charles Brown,P E We recommend the following minimum header sizes for the project within the James F Norden,P E Amy Jagaczewski,P E existing 2x4 wall construction: Kenneth Emeritus Kenneth Gibble,P E 1. At existing openings 9 o enin s to remain unchanged with new windows/doors reuse of Geotechnical Associate the existing header and jambs is acceptable. David L Freed,P E 2. For new openings at first floor with RO<3'-6 use 2-2x8 with minimum of 1 Structural Associate jack stud (02B4O6A,06B and 07A). Richard Centola,PE 3. For new openings 3'-6"<RO<6'-3" use 2-2x10 with minimum of 1 jack stud (Opening 02A,02C and mulled 21A-21B). 4. For new opening 6'-3<RO<9'-3" use 2-1g/"xg%" LVLs with minimum of 2 jack studs (mulled 03A-3B-03C). For the roof framing at new skylights: 1. At kitchen provide double 2x10 trimmers each side with minimum of 1-2x10 headers (06C) 2. At the utility and second floor office provide single 2x10 trimmers and 1-2x10 headers (04A,21 F). Very truly yours, CC OF NEW Y Charles C. Brown, P.E. y���SCURTlSe9op,� President OFES510N�� 1358 Boston Post Roac P O Box 802 Old Saybrook,CT 06475 Tel 860 388 1224 lastname&ncbengmeers com gncbengineers com GNCB lk% Consulting Engineers,P.C. Structural Engineering Geotechnical Engineering Historic Preservation June 12, 2019 Bill Bartlett HP Broom Housewright, Inc. SEP 2 6 2019 PO Box 70 162 Ferry Road Hadlyme, CT 06439 Re: Insulation Installation at 12244 E. Main St Fishers Island, NY Permit#43442 Principals Dear Mr. Bartlett: Charles C Brown,P E James F Norden,P E Amy Jagaczemki,P E I have reviewed the insulation installation documents including photos for the Principal Emeritus above project. The work has included insulation of existing wood framing as Kenneth Gibble,P E part of the renovation project. Geotechnical Associate David L Freed,P E Insulation includes closed cell spray at the roofs/ceilings, 7" in 2x10 framing Structural Associate for a R49 rating, 3" at 2A walls for R21 where possible and Fiberglass at the Richard A Centola PE first floor for R19. Insulation has been installed in a workmanship manner, meeting current code requirements and appears to be acceptable. Very truly yours, of NEWp. CO Charles C. Brown, P.E. President 0 1358 Boston Post Roac P 0 Box 802 Old Saybrook,CT 06475 Tel 860 388 1224 lastname@gricbengineers com gnbengineers com COMMMNTS • • PLUMBING------------------------ ROUGH FRAMING T. - -- INSULATION STATE ENERGY •D ADDITIONAL I .M WOMM a ra N I IN ME OEM -VIA wS. `W/A r� - -- / .� mss`• i - - 77 WMEW ol Old -L TOWN bF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 (� l� Survey Southoldtownny.gov PERMIT NO. l Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form f/( ` Contact: y Approved 120 Mail to: VAP RV-00M Disapproved a/c 16 r-ty!Lq &.0--C-7 00 L(3 Q Phone: %j C) y. • cy 3o Expiration ________:120 Building Inspecto 3 ` L-APPLICATION FOR BUILDING PERMIT JAI � ?_019 Date y , 20kR '''`'$• INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building-Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. Int.p T3_400►M F(Ou S W P_t!r K ItiC (Signature of applicant or name,if a corporation) 13bp-boM l-loksEwR.�(rk�, LhC.. po. 607C 70 RArZILMMe, Li o10g19 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Cn L'&;,CCzr Name of owner of premises C k0c.o r1ok� C�� t�oi,��y�ey S , (,L r-- (As on the tax roll or latest deed) If applica >is a corpoVtioAsignaturV duly authorized officer (Name and 'tle of corporate o facer) Builders License No. I S 6(y 1 - Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1 2.24N E&S K&tU T-0" y-tStM-Z& T-SmI.N1 LctW emu- House (- House Number Street Hamlet County Tax Map No. 1000 Section 3 Block Z- Loth Subd4vision► Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing,use and occupancy S Lw4 r.L tz :P,,*A%,%-u 'QHS 1-IG k4c'G b. Intended use and occupancy �tj vA*k\LK Z S 1 NGS PL�,ra 2 sec at `u T d N A'cor•4. 3. Nature o work(check which app ica le�: New ui�ing Addition Alteration Repair v/ Removal Demolition Other Work (Description) 4. Estimated CosS�,p00 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 2 p Rear So Depth 5 C) Height 2-11 Number of Stories 2 Dimensions of same structure with alterations or additions: Front °o O Rear 60 Depth 60 Height Z3 Number of Stories -L- 8. 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase l ( l SJ2y 1 9 Name of Former Owner �►�•Yv�.�► /�-Ik1Pr u•�- 11. Zone or use district in which premises are situated -p- - k Z O 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 1� 13. Will lot be re-graded?YES NO ✓ Will excess fill be removed from premises? YES NO G1%6(.0vw.0kn►-E 2.,15 S ,e 31'• qq1 V3 , i 14.Names of Owner of premises Co u-- %,AAy,,evs Address Sw� ����ca�D,Cw Phone No. `l1 j• (D'�3' 770 Name of Architect Address Phone No Name of Contractor 41. 6U vtit vk"%tam t LT 1"Address 1 o7- Fjwet4 jpv Phone No. 40 Z 6 - q$3� 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. t'lAw•A- •_ Wo.�c. N "»-t 3O0 ` w�,tiv4V.& Ave . 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF J'Ej q.v r.1 P. S 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 appli,dation�fiic3 therewith. Sworn to before me this day of G'-yN 20 Notary Public SignWe of Applicant The attached Elevation Certificate was done by Dick Strouse and he suggested we use this as proof that the home is not in the flood Zone. Thank you Bill Bartlett a U.S.DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY ELEVATION CERTIFICATE OMB No. 1660-0008 National Flood Insurance Program IMPORTANT:Follow the instructions on pages 1-9. Expiration Date:July 31, 2015 SECTION A-PROPERTY INFORMATION =FC2Ft„ItVSUR14lVGE'GQMPANY tISEv_' t A1. Building Owner's Name Sarah Tremaine zPolt Humus"r: ' "`_' v • w r. A2. Budding Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P0.Route and Box No. ;CompanjrrNAIG Numtier:_ :`y =yi 12244 East Main Road �£ '' ,Y 'K a T', ') City Fishers Island State NY ZIP Code 06390 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Suffolk County Tax Map Ref.-Dist. 1000, Sec. 003, Block 2, Lot 6 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)-Residential A5. Latitude/Longitude: Lat. N 41 28nnS1° Long. W 71.974658° 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 9 A8. For a budding with a crawlspace or enclosure(s): A9.For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage N/A sq ft b) No.of permanent flood openings in the crawlspace or b) Number of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b 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 360813 Suffolk NY B4. Map/Panel Number B5.Suffix B6. FIRM Index Date B7.FIRM Panel Effective/ B8. Flood Zone(s) B9.Base Flood Elevation(s)(Zone Revised Date A0,use base flood depth) 36103CO038 H 05/05/1998 09/25/2009 AE&X 9 B10.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 69: ❑FIS Profile ®FIRM ❑Community Determined ❑Other/Source: 1311.Indicate elevation datum used for BFE in Item B9: ❑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) C1. Building elevations are based on: ❑Construction Drawings* ❑Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/A0.Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: LW0791 Vertical Datum: Local Mean Sea Level adusted-0 3 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) 7 3 ❑x feet ❑meters b) Top of the next higher floor 13 9 Q feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑feet ❑meters d) Attached garage(top of slab) N/A ❑feet ❑meters e) Lowest elevation of machinery or equipment servicing the building 7 . 5 ❑x feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 10 . 3 ©feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) 12 2 ❑x feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including 10 . 5 ❑x feet ❑meters structural support SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. ❑Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a 0 Check here if attachments. licensed land surveyor? ®Yes ❑No Certifier's Name License Number PLACE Richard H Strouse P.E. L.S. PENY 59363, LSNY 49521 SEAL Title Company Name HERE Vice President CME Associates En ineerin , Land Surveying&Arc Address City 'State ZIP Code 32 Crabtree Lane Woodstock CT 06281 Signature Date Telephone 02/19/2013 888)291-3227 FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. ' � � ELEVATION CERTIFICATE,page IMPORTANT:In these spaces,copy the corresponding information from Section A. ',POMP Building Street Address—(including A'-Unit,Suite,_-and/or Bldg.'- - -PO.Route_and Box_'- 12244 East Main Road i2l,�T Fishers Island NY 06390 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 Water heater in basement area at elevation 7.5 �urnace in basement area at elevation 7.6 Latitude and Longitude from"Google Earth" Signature Date 02/19/2013 SECTION E-BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items EI-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B,and C.' For Items El-,E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. El.Provide elevation information for the following and check the appropriate boxes to show whether the elevation mabove mbelow the highest adjacent grade(HAG)and the lowest adjacent grade(LAG)., a)Top mbottom floor(including basement,vraw/onmm.menclosure)m ----_.-_--_ []met E]meters []above m []below the HAG. u)Top mbottom floor(including basement,vmw|opuvo.vrenclosure)/v -__--.-----' []feet []meters []above o, []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 nu.umthe diagrams)mthe building|o ----_._---- []mo« []mm*m []above v, []below the HAG. sa.Attached garage(top mslab)m -_-__.----_ []me« []meters []above o, []uv|mvthe HAG. s4.Top mplatform mmachinery and/or equipment servicing the building m ----_._---_ []n:'t []meters []above v, []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 El No []Unknown.The local official must certify this information mSection a. 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 or Owner's Authorized Representative's Name Address city State ZIP Code Signature Date Telephone L]Check here ifattachments. SECTION G COMMUNITY INFORMATION 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-GIO.In Puerto Rico only,enter meters. G1. [] The information mSection owas taken from other documentation that has been signed and sealed uvolicensed surveyor,engineer,o,architect who is authorized by law to certify elevation information.(indicate the source and date of�hooiovuuonu�oinmoComments amauo|m�) no. [] xnommvn/�omom/oomp|meunooufor m 8|ova�oozonox�om ,� oursMx*uououoroummvn/t*»vuouopc)o,zvnoxu G3. [] The following information(Items G4-G9)is provided for community floodplain management purposes. G4. Permit Number I G5.Date Permit Issued I G6. Date Certificate Of Compliance/Occupancy Issued o7' m � mm n, pn,mxeovv�n/ovvou ,� []mmwnono� c�on []svu� Improvement G8. Elevation o,as-built lowest floor(including basement)mthe building: El feet El meters oomm ae. arsor(in Zone AO)depth mflooding otthe building site: ----_.----_ 11 feet El meters Datum nIo.Community's design flood elevation: ----_.-__-_ []feet []meters oomm Local Official's Name Tn|o ' Community Name Telephone Signature Date Comments 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. Poky Number-. 12244 East Main Road City State ZIP Code Company NA.IC Number: Fishers Island NY 06390 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. Front of house a _ Ark 3 , z 4147- �r 1 R FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 BUILDING PHOTOGRAPHS Continuation Page USE IMPORTANT:In these spaces,copy the corresponding information from Section A. F iPIs DC7 .FA 1` Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P0. Route and Box No. Poficy n.er 12244 East Main Road City State ZIP Code Ccfliiany NNC,um; c; r; Fishers Island NY 06390 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. Rear of house u v ` ^= a n ^ a r 1 +a Wlz-� *r FEMA Form 086-0-33(7/12) Replaces all previous editions. APPLICATION ,y r PAGE. 1 0( 4 —` TOWN OF SOUTHOL_D FLOODPLAIN DEVELOPMENT PERMIT APPLICATION f. ' r,' "e' �.r �,+�° uS' -'�5f'ifif,!•-� t•r,`�,i°' ,y4#.�'., f. -t�- 7'`"�,•. Ic - r, ,k< r+ pra.I. +" , - sy g'r ;irh^.al"r .Y`;""•x. ',.ji%:'v;�, r y;' N+ {t. i f,ex '�ir,f•:4. .1`''huf-` <(rrF 1keo-42. S — •'ty+ } t L.B-1 ,. i fry^7 ,.t,,_,•. a r�' c• *4{I rin iso"to'be- ed• SECTION 1• GENERAL PROVISIONS (APPLICANT to read and sign): APR 2 5 2019 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. T. 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 ocher 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 ALL STATEMENTS HEREIN AKD IN ATTACHMENTS TO THIS APPLICATION ARE,TO THBEST OF MY KNOWLEDGE, UE AND ACCURATE. C, (APPLICANTS SP(*ATURE) ll VVJ DATE SECTION 2 PROPQSED DE&LOPMENT(To be competed by APPLICAN'il NAME _ ADDRESS TELEPHONE tt APPLICANT 16L Pt4 tf %&2z .St6'q tP BUILDER Ktgr0 + LSC.• ! dl„y S;1 OUS ENGINEER PROJECT L-0CATION: To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, Iot number or legal descripcion (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known laadmark. A sketch attached to this application showing the project location would be helpful. iAV FDP(93) APPLICATION PAGE 2 OF 4 ---- DESCRIPTION OF WORK (Check " appbrablc boxes) A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPI ❑ New Structure ❑ Residential (I-4 Family) (11-Addition (06;49- O Residential (More than 4 Family) ❑ Alteration O Non-residential (Floodproofing? ❑ Yes) 0 Relocation 0 Combined Use (Residential & COmInerclal) ❑ Demolition �' ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park? 0 Yes) ESTIMATED COST OF PROJECT 5 B. OTHER DEVELOPMENT ACTIVI'T'IES. ❑ Fill ❑ Mining ❑ Drilling O Grading ❑ Excavation (Except for Structural Development Checked Above) 0 Watercourse Alteration (Including Dredging and Channel Modifications) 0 Drainage Improvements_(Including Culvert Work) ❑ Roads Street or Bridge Construction ❑ Subdivision (New or Expansion) ❑ Individual Witer or Ser System lW`Other (Please Spect7y)` s► ����" Alter completing SECTION 2, APPLICANT should submit form to Local Administrator for review. ECTION 3: DPLAIN DETERMINATION o be com leted by LOCAL ADNITNI RATOR The proposed development is located on FIRM Panel No. Dated The Proposed Development: O Isi+j OT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PST IS REQUIRED). • ❑ Is located in a Special Flood Hazard Area. FIRM tone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) O Unavailable ❑ The proposed development is located in a floodway. >rBFM Panel No. Dated O See Section 4 for additional instructions SIGNED DATE APPLICATION 4' PAGE 3 OF a SECTION 4• ADDITIONAL INFORMATION REOUIRE0 (To he completed by LOCAL ADMINISTRATORI The applicant must submit the documents checked below before the appLication can be processed: I1 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 specirtcatioru,including where applicable:details for anchoring structures,proposed elevation of lowest floor(including basement), types of water resistant materials used below the Fust floor,details of floodprooCmg 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 fill,elevation Ft. NGVD (MSL). ❑ Floodproofing protection level (non-residential only) Ft.'NGVD (MSL). For �„ [ioodproofed structures, applicant must attach certiFseation from registered engineer or architect. ❑ Certificationfrom a registered engineer that the proposed activity in a regulatory f1oodway will not result in any increase in the height of the 100-year Rood. A copy of all data and calculations supportingtlt-his finding must also be submitted. ❑ Other: SEC-MON5: PERMIT DE'IERMIN TI N c com letcd hv LOCAI D INI RAT R I have determined that the proposed activity. A.❑ Is B.O Is not • is conformance with provisions of Local Law . 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 bearing from the Board of Appeals APPLICATION a PAGE a OF a -- APPEALS Appealed to Board of Appeals') ❑ Yrs ❑ No Hearing date: Appeals Board Decision --- Approved? ❑_Ycs ❑ No Condition-s SECTION G_ 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 cnguteer or a Licensed land surveyor (or attach a certification to this application) Complete I or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FI'. NGVD (MSL). 2. Actual {As-Bui3() 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. "Pe ECTION 7: COMPLIANCE ACTION o e completed v CAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on irupectioa of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? O YES ONO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES 0 NO SECTION ERTIFI ATE QF MPLIAN E e completed AL ADMINI RAT R Certificate of Compliance issued: DATE: BY: TOWN OF' SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (O"'NER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING O EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A.. OR B. BELOW: A. COMPLIANCE IS HE, CERTIFIED WITH THE REQUIREMENTS OF LO CAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19-, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: CIC(93) Scott A. Russell � 05111FQIr00, STO>][ LMWA\r]F]EFL SUPERVISOR $ - MAINA.,Gr]EAMI]ENT � Z SOUTHOLD TOWN HALL-P.O.Box 1179 16 53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of Southold 'eta CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF 'I'1=I[lE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑� A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑Q B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ®Q C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑E] D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑0 E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑0 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Pi operty Owner,Design Professional,Agent,Conti actor,Othei) S.C.T.M. : 1000 Date Districi NAME H__PBROOP�_ HODS_ E_2_IGHT, INN 003 2 6 01-17-2019 p.++ Section Block Lot ****FOR BUILDING DEPARTMENT USE ONLY**** Contact Information 8 0—526-9836 Rrl.phom Num6rti Reviewed By; 1046 — — — — — — — — — — — — — — — — Date_ /—OA — / Property Address/Location of Construction Work: — — — — — — — — — — — — — — 12244 East Main Road ® Approved for processing Building Permit. Stoimwater Management Control Plan Not Requued. Fishers Island ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM 4 SMCP-TOS MAY 2014 t= Scott A. Russell ,��°su '� ST 1R.I\\\4WATIE1R� SUPERVISOR Z I��1[A\NAG]EI��][]EN']C' SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O , . Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WO ( TO BE COMPLETED BY THE APPLICANT ) D DOES THIS PROJECT INVOLVE ANY OF THF, 1FOLLOWIINMAR 1 9 20 Yes No (CHECK ALL THAT APPLY) ❑0 A. Clearing, grubbing, grading or stripping of land which aff1hOUT L than 5,000'square feet of ground surface. ❑Q B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑Q C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. Q❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. M❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑� F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management - Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. jp: 1000 Date. District NAME. Richard H. Sjrous , .E. 033 2 6 03-05-2019 p Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information 860-885-1055 \ Akq,Gekphm Numba "i ,Reviewed By: 'T - - - - - - - - - - - - - - - - - — Date: / Property Address / Location of Construction Work: — — — — — — — — a Approved for processing Building Permit. 12244 East Main Road Stormwater Management Control Plan Not Required. Fishers Island Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT O NT S S.C.T.M.# 1000_ SSU CHAIDTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) Rich rd H. Strouse, P .E. 0 03 2 6 Stormwater Management Control Plan CHECK LIST NAME Section Block Loc a Pleas pm' S M C P -Plan Requirements. Provide ONE copy of the Building Permit Application. 860-885-1055 Date: * The applicant must provide a Complete Explanation and/or Reason for not providing ignre Tele 03-05-2019 o, all Information that has been Required by the following Checklist! Sphore Number 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here, show all of the following items: YES I FN70 NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries x 00 b. Total Site Acreage. x 00 C. Existing - Natural & Man Made Features within 500 L.F. DRAINAGE of the Site Boundary as required by §236-17(C(2) Co ntact Tr)S d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water x 00 at e ore e. Limits of Clearing & Area of Proposed Land Disturbance. x 0� OR Pr-evide r s ll i kation that the f. Existing& Proposed Contours of the Site (Minimum 2 Intervals) x 00 sen insta ed to Code, g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements& utilities. =X1=1 0 -� h. Spot Grades & Finish Floor Elevations for all existing & 1271 r X , proposed structures. 1. Location of proposed Swimming Pool and discharge ring. IF7Z-]l no pool plannedI I ; , j. Location of proposed Soil Stockpile Area(s). Ox no stockpile of soil needed k. Location of proposed Construction Entrance/Staging Area(s). —=== 1. Location of proposed concrete washout area(s). X-111 M. Location of all proposed erosion&sediment control measures. x 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements aie sized to capture,store,and infiltiate 220+/- scruare foot deck will drain to stone on-site the run-off from all impervious surfaces genes ated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval Shall include but not be limited tu. Items requiring details shall include but not be limited to: A well maintained Construction Entrance, a. Erosion &Sediment Controls. Wire Backed Silt Fencing, stabilization b. Construction Entrance & Site Access. x 00 Seeding of exposed and/or inactive sol c. Inlet Drainage Structures (e g.catch basins, trench drains,etc) none proposed d. Leaching Structures (e q infiltration basins,swales,etc.) none needed **** FOR ENGINEERING EPARTMENT USE ONLY **** El I Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: zq 1 SMCP has been approved by the Engineering Department. '//Z FORM * SWCP Check List -TOS MAY 2014 z � I .TED IN ZONING DISTRICT R=120. H < Q S (n TUM IS NAVD88 DRAINAGE INSPECTIONS ARE REQUIRED Lij N �' Y O Contact TOS Engineering at 765-1560 befor a' o U o- Backfill, OR Provide Engineer's Certification I_LI N = O O SILT FENCE that the drainage has been installed to Cod V) I W EROSION &SEDIMENT CONTROLS 01 m � I WIRE FENCE (MIN. 14 Shall include but not be limited to: W/ MAX. 6" MESH A well maintained Construction Entrance, VG) Wire Backed Silt Fencing, stabilization & Seeding of exposed and/or inactive soils. Q CENTER TO CENTER 36" MIN. LENGTH J FENCE POSTS r l DRIVEN MIN. 16" v II INTO GROUND II HEIGHT rm OF FILTER = 16" MIN. Z\ 6" MIN. V) o cam'/ Z a PERSPECTIVE VIEW - - O w -- 0 U) ;E (MIN. 14 K. 6" MESH > .TER CLOTH I z � W :NCE POST o _ UNDISTURBED a FLOW— II GROUND p :TED SOIL j� 9 a. t� O ER CLOTH \\��\��\�i\\�j io o z I GROUND APPROVAL OF STORMWATER MANAGEMEN Q CONTRO PLA To Code a er 236 H SECTION VIEW Date: 8 Z / Q o 4STR CTION SPECIFICATION PProved by: 00 0 TO S FASTENED SECURELY TO FENCE POST r-��c� n('a opo o00 POSTS SHALL BE STEEL EITHER "T" OR U N n U N ' f m N E I I ON E FASTENED SECURELY TO WOVEN WIRE FENC 11«<^eee 4" AT TOP AND MID SECTION, FENCE SHALL �QD 1 9 2019 (f O W p J IUM MESH OPENING. W Y z Z v o Ld S OF FILTER CLOTH ADJOIN EACH OTHER THEY CE o w z o .D BY SIX INCHES AND`FOLDED, FILTER CLOTH m aJ`y� il`!`' `• ° m v v Ll- .R X. MIRAFI 100X, STABILNKA T1 40N, OR APPROVF,�O"OF SOUTRG .� DATE: 03/01/2019 TS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED SCALE: 1 " = 20' ' _ BE PERFORMED AS NEEDED AND MATERIAL =S" DEVELOP IN THE SILT FENCE. PROJECT: # 2019803 t-/3qSHEET 20 10 0 20 1 OF 1 I S:7 3. 10 I i W:3028.60 i l MERESTONE - S 3,V28'40" E (FOUND) 359.09' '—PROVIDE CONCRETE I WASHOUT PIT N m/ ^ (SEE DETAIL) N \ PROVIDE / CONSTRUCTION 1 I WOOD SHED " i ENTRANCEDETAIL SEE I I I '1( ` i I I I p I APPROXIMATE LIMITS OF FLOOD ZONE AE ELEV.-9.0 v 1 I I I 1 (SEE MAP REFERENCE 2) I I I I ' 18„ I`O � _ i 1 1 1 j p I Q TRIP 16" N I Z MAPLE 10 / CHERR I \ CHERRY / �6 CHERRY I SEPTIC TANK I LEACHING AREAN CHERR)( 1 ' t 1 f � I I TWIN GRAVEL DRIVE & PARKING ° _ `N`� I J ---� l I I p I I CHERRY / `,\ �Y l �EST HOLE- +o / 22� �` i �` I W I Q TRI G J \��\ ��\\ I �in j I Or 18" r \ ....-_MANCE TRIP I / �` N I I MAPLE DECK _. EXISTINGi\ 10" �_ \ tet •. `. ( �\ I - - - RESIDENCE i TWIN TREE 1`REMOVE� EXISTING GARAGE I �" \ '� PORCH AND STEPS / / \ I PROPOSED I 40 j DECK O ELEV. 11.75 y; / \ "" � /W STEPS ` � I � 55' / I SCREENED APPROXIMATE AREA OF < ( I \\ I PORCH GROUND DISTURBANCE i f 7_51940 S.F. ' S 34'24'50` E 9 N, 2 STEPS RADIUS 174.25' RYo;HER \ I ` ❑ \ \ 1 i $ 3" R `° ' \� 9 = � \/ � / _ � "- CHERRY\ a \O \ \ \ \ \ I I 4" 6» CHERRY/CHERRY \ \cp STONE �CHERRYY, I I 1 \ 1 l \ \ \ 6 I a WALL 8" co h y0V � CHERRY CHERRY / I \ 1 �^ 12" �� /CHERRY ( ° TRIP 1 "�� r CHERRY 2 10" r ` ` � I ` �`✓ \ \� 1 .>°l� ;' ,3 \ ;HERR RIP MAPLE w '• a / 1 \ \ C- r3"A; \\ I \ 22" QUAD P �►50— UILbING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD C* T APR 1 6 2ggown�all Annex - 54375 Main Road - PO Box 1179 o41 �ao�� Southold, New York 11971-0959 jelephone (631) 765-1802 FAX (631) 765-9502 rD roger.richertCa.town.southold.mus APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �yaS 6'1 Dute: 0 I Company Name: e UL, Name: (a, License No.: email: " COYIYIC � C Address: lrj q 1 SAM Lo, 7 Phone No.: 3c�U ;JOB SITE INFORMATION: (All Information Required) Name: Eli ab Cc I l and er Address: 0.Aq q Ea,f M14 A j2oez )Gt0 Cross Street: ETI d V6" Phone No.: 60, '43q, 1-76A Bldg.Permit#: 6pq-;q4J, email: oe"3 G. 0'Yl Tax Map District: 1000 Section: :3 Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) eoo4b in _rov bk-h rmrn / 6L4 rPr)T�41rn - 13 Cin W_t_ Circle All That Apply: Is job ready for Inspection?: DS / 0 Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Ternp Information: (All Information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# Now Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT[SUE WITH APPLICATION 82-Requeet for Inspedon Fornxle ( �� Request for Permit Amendment Deck Addition For Chocomount Cove Project: Address: 12244 East Main Rd. Fishers Island NY 06390 Current Permit#: 43442 Contractor: H.P. Broom Housewright, INC. of work:,, ,_���'`=r 1�)�r•�" u • --*,� Description; +: -.A��„•„ ..3 rte C .x;='a,'2d � .3}.,..`Yti _ `�i'- ` ��, lA I4�: ..r. .,- _ ,k' '� .>.;*:(` _ - .- ��'::` _ +, _ •y, 'tx 'i i'._j?�;,::"y,>> -yam" _-_ -�” ;¢`�•pv;'� •=�• 'L ' ' H:Pr:,Broom is requesting an,arriend'm+ent to'the existing perat,thie'aboV6'-6ddress to construct a deck on the South West corner of the existing house.The current permit# is:43442 for the window and interior renovations. 2. We have engineering and site work in the form of: a. The deck has been engineered by GNBC—and the plans are attached. b. The Storm Water Management Work Sheet and Stormwater Management Control plan have been generated by CME—Dick Strouse and attached herein. 3. We have included an updated plan set indicating the deck construction on pages A2.02 and A4.31. If you have questions you may call me at the office 860 526-9836 Thank you William A Bartlett H.P. Broom Housewright, Inc.;- ? s SEP 3 Q 2019 Verity, Mike From: Verity, Mike Sent: Friday, October 11, 2019 3:31 PM To: Igary.hbroom@comcast.net' Subject: RE: Permit 43442 Final The perimeter dimension shall not exceed 61/4". -----Original Message----- From:gary.hbroom@comcast.net [mailto:gary.hbroom@comcast.net] Sent: Friday,October 11, 2019 3:25 PM To:Verity, Mike<Mike.Verity@town.southold.ny.us> Subject: Re: Permit 43442 Final 1 1/2"x 3" 1 believe? Sent from my iPhone >On Oct 11, 2019, at 2:49 PM,Verity, Mike<Mike.Verity@town.southold.ny.us>wrote: >What is the size of the handrail? >-----Original Message----- > From:gary.hbroom@comcast.net[mailto:gary.hbroom@comcast.net] >Sent:Wednesday, October 09, 2019 11:44 AM >To:Verity, Mike<Mike.Verity@town.southold.ny.us> >Subject: Permit 43442 Final > Hi Mike. Following are photos of the adjusted grade at the bottom of the step and the railings at both stairs to the deck. I believe the insulation certification was sent in. Hopefully this works for the final. I'll give you a call. >Gary Mislick > HP Broom >ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 e R ' Description of Renovation For Chocomount Cove Project: Address: 12244 East Main Rd. Fishers Island NY 06390 Contractor: H.P. Broom Housewright, INC. Description of work: This project is to renovate the existing home at the above address.The work will be in the area indicated on the plans only. There is a deck planned in the south west corned by the existing screen porch which will be addressed and performed under a separate permit. The scope of work will include: 1. Window replacement as indicated with Marvin Windows and Doors,Storm Plus rating specifically designed and manufactured for Coastal hurricane conditions. a. Marvin units are Stone White aluminum clad exterior, primed pine interior, Storm Plus impact Zone 3 Low-E 2 with argon which passes ASTM E-1996 and E- 1886 for missile D.Simulated Divided Lites with stainless steel spacer and perimeter bar,6-9/16" jamb.Satin Nickel hardware.Operating units include screens. 2. Kitchen remodel 3. Powder room reconfigured 4. New cabinetry and sink in the utility area 5. Library bookcases to be replaced. 6. New fireplace stove in the breakfast area. 7. Replace the exterior doors from living room to screen porch and the dinning room to front deck. 8. Install skylights in the utility room, kitchen and second floor landing area. New skylight headers to be supported by double rafters. 9. Under floor radiant heating system to be installed on the first floor. 10. Ceilings to be retrimmed in ship lap siding. 11. Paint the disturbed areas. Clarifications: This work is within the existing footprint of the house. Request for Permit Amendment Deck Addition For Chocomount Cove Project: Address: 12244 East Main Rd. Fishers Island NY 06390 Current Permit#: 43442 Contractor: H.P. Broom Housewright, INC. Description of work: 1. H.P. Broom is requesting an amendment to the existing permit at the above address to construct a deck on the South West corner of the existing house.The current permit# is:43442 for the window and interior renovations. 2. We have engineering and site work in the form of: a. The deck has been engineered by GNBC—and the plans are attached. b. The Storm Water Management Work Sheet and Stormwater Management Control plan have been generated by CME—Dick Strouse and attached herein. 3. We have included an updated plan set indicating the deck construction on pages A2.02 and A4.31. If you have questions you may call me at the office 860 526-9836 Thank you William A Bartlett LF H.P. Broom Housewright, Inc. 2P n MAR 1 9 2019 V I - - ' U 0 J G e a 01s °_' „ a M 0000 �� 'a= u§ o5 �•No �� wa 1e§m GSITE ,,... �►� 't'° 'w W Q e .5 g o a�� `1�`r renes U O7 6_ C iY I I I I M tH 07 j o H Q m BLOCK 19 LOT 8 - l I I ,., w N N/F JEAN N. CALHDUN U W _ »a Q� / I ® ®MERESTONE ' * * u III I ,�,•�„r.rse `i' t ' � \ v WOOD SHED •30 8,6 p LOCATION MAP SCALE 1"=400' O _ MAn REFERENC6- ,� W 1. SITE PLAN PREPARED FOR SARAH C.TREMAINE BLOCK 19 LOT 7 u+ ` \\•�£� LEACHING AREA :R FISHERS ISLAND.NEW YORK.SCALE: I"-20•.DATED:MARCH 9.1989 I LAST REVISED JUNE 25.1990•PREPARED BY CHANDLER.PALMER& bZ I KING NORWICH•CONNECTICUT. o1. -A HIM C) \ BUILDING \ IN THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE _ \ ` SETBACK UNE •\Z BURIED IL �`�\ INDICATED HEREON.ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR O 9 \ PHASE 23 ` ;`,tiQF� GRAVEL DRIVE k PARKING "____`�� 'I Q I EXCEEDS THE SCOPE OF THE ENGAGEMENT. '��f J Q 2 IT IS A NOLATION OF THE STATE EDUCATION LAW FOR ANY Q3 SEPDC TANK I I PERSON.UNLESS ACING UNDER THE DIRECTION OF A LICENSED O LAND SURVEYOR,TO ALTER AN ITEM W ANY WAY- 2. \ \ 2 3`+ -f r e« ."'` I 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR DECINK SEAL K�`.G_<�-,-« =,=' v., ^` S \ _ �a 3{s" s Q I ARE THE PRODUCT OF THE LAND SURVEYOR. 0 Ln ,}1 \ 3e 4. COORDINATE DISTANCES ARE MEASURED FROM U.S.COAST AND LI.I -u-,i",;:,�.•.�.�. "_ _— ,y, + I GEODETIC SURVEY TRIANGULATION STATION-CHOCOMOUNT 2' I ` S. 517E S W THE TOWN OF SOUTHOLD-COUNTY OF SUFFOLK TAX Z PHASE 1 MAP TE1000.SECTION 3,BLOCK 2,LOT S. Q 10 \ B. TOTAL AREA=1.01f ACRES. LLI 0 \ 7. SITE IS LOCATED IN ZONING DISTRICT R72O. I+- C) 1 75 \• \ ���'„r ,. ,',� 8.PERCENT OF LOT COVERAGE-421 ALLOWED-2O% \ 1 h zzgU) N \ \ y —S 5424'60'E -- —• � V - Y < O 111 1 g; \ STEPS «P �' --i — PADRIS-1742W d = W N 1TT C Q �x O ® QV) STONE _ \ A I I WALL BUILDp ; j p I \ I NG SETBACK UTNE \ ` 9pd = I 1 \ SONE \ \ \ f � A I \\ � FOUND) No Z � T� l i \ �\ \ \\ o 55 &;25' —�\ N BOULDER y \\ > 60 W \ \ 5:20 . \ �o 9380 \ \ w y I 7.DB�•' \ \ \ 3 -- -�!3• \ H'µl10 W \ \ a `} \ BLOCK 19 LOT 6 T- NFa CRAB COVE LLC o \ ol _ p r LEGEND i 8 8 c "_ \\ PROPERTY UNE -- 3 g o � � \ ABUTTERS LINE ORM NOW OR FORMERLY DATE: 07/20/2018 BOUNDARY POINT SCALE: 1" = 20' \ MERESTONE \ - PROJECT: # 2018815 PHOTO QUALITY CONTROL CERTIFICATION GROUP RLYIEWFJ) DATE T'R°JFLf TU)1•EEn ao 1D 0 �o SHEET GRAPwc scAfE w rEEr 1 OF 1 A CLARK 6 EUZA5M ER COVE HOU5E �J cA 29159DiT5iRL^ f FRANC--C'CA e4 123 T 415 C73 7]45CHOCOMOUNT E_CALWlfRP.�ATT NEF PERMIT 5ET - 01 . 15 . 2019 PROJECT NUMBER ARCHITECTURAL SYMBOLS KEY GENERAL NOTES SHEET INDEX 18001 IX19TING DRAWINGS I I IX15n,G BASE BUILDING t 5UR'/ef DRAWINGS PROVIDED BY THE MMIER FOR THESE DOCUI IEIT5 V/ERe DESIGN 4 COI STKUCTION DODNKIQ4T5 COIIDITIONS IAAY HAVE BEEN TITLE ALTERED DUPING C0N5TRUCFoN 1 2 ARCHITECT DOES NOT GUARANTEE OF.WARRANT THE ACCURACY OF THE BASE DUILD114G DPAVANG5 99 DOOR TYPE PD 00 CLOVER SHEET 1 3 CONTRACTOR I IEED5 TO VERIFY ALL FXI5TING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER Of ANY D15CREPANCIF9 D20 1 2DI DEMO-EITY.Y IPVE PW! LU SHOP DRAWINGS 2 1 GENERAL CONTRACTOR WILL PROVIDE SHOP DRAWINGS AS LISTED IN Tr1E 5PECIFICATION,INCLUDING AT A IAININIUAI D2 02 DEMO-UPPER LEVEL PIAN OOA MNDOWTYPE 57011E Woo WOOD STRUCTURAL CLEME14T9 V15FLAY REFIT EQUIMIMIT D301 IDMO-ELEVATIC145 5NEEie GUARDS WOOD CEILINGS (FJTCHQI EQUIP 5F50) D3 02 IDBMO-ELEVATIONS TILE WORK FUPJl15HIIlGSMETAL FAIL MTION KHM"'ORK WALL BAGJNG"n",5 ARTWORK > I. ,L 2p�L O MATERIAL TAG DOORS+DOOR.HARIWARE: CONCRETE WA1145COr SPRI[IMEPS7 UNE5 'AgtlP9E ytlNLV7+G�AU Al Io DOOR.AND WIIIOON SCHEDULES O KICTALWOKK.BNCLUDIIIG WIRE TRAY SYSTE.N CU .1 WOODWCPJC ETC J A2W SITE PLAN �� cN SIGNAGE WINDOWS TARO nAPJM'ARe) n`, L- A202 E4TRYLEVeL FWI ,"•� I EEE��L pp 7'L Az o3 UPPER LEVEL FLAN = F FL GL NOTES 4� � 9 �[�UL DI ELEVATIONS 0 GRID LINE REFERENCE I THE WOW,INCLUDED UNDER,THIS CONTRACT CONSISTS OF ALL IABOP.,I IATEPJALS,TPJWSPORTATIOIJ,TOOLS AND EQUIPI TEM IIECESSAP-Y FOP.THE CONSTRUCTION OF THE PPJJJEGT LEAVING ALL !A p 6 h oNp�'F7k� 1 1 1 O WORK READY FOR USC , * L� pp&11�Ln, A3 02 ELEVATIONS 1 1 I $ @ d ' A431 DECK 2 TMG PIArJS ItlDII:ATE THE GQlERAL IXTeNT OP NEW LOIlSTRUCTION IIECESSAP.Y FOP,THE V/ORA,BUT ARE IIOT IIITCrJDCD TO BC ALL-IIICLU5NE ALL DEMOUTIOII IIID ALL NEI'/WOPA NECE55AP.Y TO L Rmr,NAME ROOM NAME AUOV/FOR A R146HZD JOB 114 ACCORDAICE WITH THE INTDITIOII OF TME DRAMIIG L5 INCLUDED REGARIXF55 OF WHETHER SROM I OII THE DRAWIIIGS OR MEIITIOIIED IN THE IIOTES ALL'NORK IS NEW / O n 101 ROOM NUMBER 3DN lY LL 3 DIIAO+910139 ARE TO EDGE OP STAB,PACE OF FIIIISH,CENTER OP DOOR,CANTER OP WIIJDOW,AND LEITER OF PLUMBING FIXNRe,UNLESS OTHEPWI9E NOTED P b O Z O CENTER UNE 4 DIMENSIONS 014 REFLECTED CVUI IG OR ELECTPJCAL PLAITS ARE FROM FACE Of FIIIISH OR CENTER UNE OF COMHAN TO CENTER UNE OF FD(NRE OR GROUP Of PN(TURE5,UNLESS OTHERWL9[MORD A`$ b 0 J�T� �Q P� p r ` Q 5 AN ERRORS,OIAI5510P45 OR CONFUCT5 FOVIID IN THE VARIOUS PARTS OF TME COIISTRUCTION DCCUtAE+T5 SHALL Be BROUGHT TO THE ATTENTION OF THE OWIlERS RQRfSENTATWC FOR Y7 ,Q`�(I I��p .'S�' C'{P P 9 Q 'I1 i P„„ •, S F�Om E v Zc W SPOT ELEVATION CLARIFICATION BEFORE PROGEe0I4G WITH THE woRK. p1�`Oyq n�dp'l� B`4 4 Ned 114,�]d !If-J;Y NOT 6�h (� z RELATIVE TO FLOOR LEVEL G JOB 51TE 5AFEY 15 THE Re5Po1I51DILrTY OF THE GENERAL CONTRACTOR 7 ALL WORK 5HALLBE 1145TALLEDTRUE,PLUTAB,5QUARE,LEM AND IN PRDPeK ALIGNMENT DATE�I�l Tart. L� �•i1' IEL'ELI FLOOR LEVEL 8 THE GEIERALCONTRACTOR SHALL VERIFYAND A55UIIIEKC5PONSIBIUTYPORAMDIMEI510145 AND SITE CONDITIONS THE M14ERALCONTRACTOR"M11I5PECTTHE WSTIWGFRE1.05E5A14DTAKE /lL�/ 1 a ELEVATION ABOVE PROJECT ZERO NOTE Of E(ISTIrIG CONDITIONS FRIOR TO SUBMITTING PRICeS NO 1111 5HALL BE ALLOWED FOR DIFFICULTIES EICOUNTERED WHICH COULD HAVE REASONABLY BQN IIIPERRED FROIA SUCH All n\ '{/■//(J� O V 1 +•. N IXAJINATION FEF— Z —— -S v_ •— yY��T1 \y PAGE/PROJECT NORTH 9 ALLDIMEN51ON5 NOTED VERIFY AND VIP'ARE CRITICAL DIMENSIONS"DARE TO BE C GRED BY CONTRACTOR PRIOR TO CONSTRUCTION IMMEDIATELY REPORt AITf VMAIICE9 TO THE OWNERS NOTIFY B LI I l I,'I.v L r"'A R I M E N T A-' N IY. TRUE NORTH REFREsE4TATIVEFOR RESOLUTION PROJECT DIRECTORY 7 LL F� p .1 Tipp cV 4' 10 VERIFY AM ARCHITECTURAL DETAILS WITH CIVIL.STRUCTURAL I IECHAIICAUPLUM5114G,ELECTFJCAL AND De51GIOUILD DRAWINGS BEFORE CFDEFJ14G OF INSTAMkTI01!OF ANY WORT- /�a'�H02 U AI/I I C 4 �TUI FOR THE � LU OWNER. CONTRACTOR: W I I VERIFY CIEARA14CP9 FOR FLUES.VENTS.CHASES,SOFFITS,FIXTURES.ETC BEfORe ANY MHBTRUCTIOII,ORDERING OF,OR I1,15TAJATION OF ANY ITEA5 Of WORK CLARK AND ELIZABETH CALWNDER H P BROOM HOUSE/RIGHT INC FOLLOWING I N S P E C T I ON S: U z 12 WRITTEN DIIAENSIONSTAKEPRECEDENCE Do NOT SCALE DRAWINGS 2BIS9C105CO CA FOB.CrG42FrrryRd -1. FOUNDATION - T'NO REQUIRED U- SAN 5coTT ST EE 94123 F 013 a CT.I G2 _ 13 COORDINATE ALL WORK LNM IX19TING CONDITIDII5,INCLUDING BUT NOT UMNED TO IRRIGATION PIPE5,ELECTRICAL CONDUR,NATER,UIIE5 GAS U14 'DRAl1UGE UI1E9 ETC T 415 G73 7745 T(810)52G-953G POURED 1 U-- 14 PROTECT ALL E'15711M BUIX114G AID SITE WtIDITION5 TO MUIN MCLUDIIIG BUT NOT LIMITED TO WALLS TREES AND SHRUBS.FAVIIIG,CABINETS,FIIIEMe9 ETC ELIZADETH CAWJIDER WILLW 1(BILL)BARmLIT FOR ( O U R E D CONCRETE 0 ernall e_ralNeNerl3attrlet .—d b.I®hpbrmmrrnn 2. ROUGH - FRf7LMING & PLUMBING = Is WMFP,E LOCATIONS OF WIIIDOW9 MTD DOORS ARE NOT DII.1El910NED,THEY SHALL BE CEIITEP,tD 114 THE PALL or,PLACID AS REQUIRED FDP,THE fPAKIe TO CIEAP.THE ADJACENT PIN49M,A9 SHOWN r ON THE DRAWINGS U 3. INSULATION IG ALL CKA4GE5 III FLOOR I.tATMAL5 OCCUR AT CENTERLINE OF DOOR OR FRALIF.D OPENING UNLESS OTHERWISE INDICATED 011 THE DRAWINGS I N S U O N 17 INLL STAALL FIXTUP15,EQUIPMENT AND IMTEPJAL9 PEP,1,A4UPACTURCR5 RECOMIAMIDA7101I5 4. FINAL - CONSTRUCTION RUCTION MUS 18 5EAANT,CAUW71G A14D FLA5MING,ETC LOCATIC145 SHOWN ON DRAWINGS ARE HOT UITENDED TO BE ALL-IIICW51VE FOLLOW MANUFACTURERS IN5TALIATION RECOMMENDATIONS AND 5TA4DARD BE COMPLETE FOR CO. INDUSTRY AILD 5UILD114G PPACTICe5 19 INSTALL 51.10KE DETECTORS AND FIEE)M000MMEP5 I4 ACCORDANCE WITH The SPECIFICATIONS AID IN COIIFOPJ AI(SWITH LOCAL FIRE MARSHAL R.EQUIPI'AICIfT5 FRMDE TV IPCIAP.Y FIRE ALL CO�,STRUCT!ON SHALT_ MEET I MSUANM IXTINGUISHEPS IN UNOCCUPIED SPACES AS REQUIRED 20 THE GENERAL CONTRACTOR SMALL KLUNTAII A CURREIT AND COMFLEM SET OF THE C0115TR.UCTION DCCUI IQNT5 OII THE JOB SITE DURING ALL FHA9E5 OP COII5TRUCTION FOR USE OF ALL THE R EQ U I R E I{{ LII E NTS 0 F T H E CODES O F N TRADES A14D SHALL PROVIDE ALL THE SUBCONTRACTORS WITH CURRENT COHSTRUCTiDN DOCUMENTS AS REQUIRED YORK STATE. NOT RESPONSIBLE F RE o1:5 9 21 The GENERAL CONTRACTOR SMALL RENIOVE ALL RUBBISH AND WASTE I.IATERIAI5 Of ALL 5U50ONTRACTOR5 AND TRADES ON A REGULAR BA915,AND SHALL Dl RG5e A STRICT CONTROL OVER JOB tl LIAR D CRI OII CLEANING TO PREVENT ANY DIRECT DEBRIS OR DUST FROM AFFECTING,III ANY WAY,FINISHED AREAS IN OR OUTSIDE J05 SITE I I-27.18 PRICLNG UPDATE DESIGN OR CONSTRUCTION ERROIIS 22 CONTRACTOR SHALL LEAVE PREIAI5E5 AAD ALL AFFECTED AREAS CLEAN A14D ORDERLY,WADY FOR OCCUPANCY THIS INCLUDES CLEANING OF ALL GLA55 6N51DE AND OUTSIDE AID FRAMES BOTH NEW AND EXISTING 23 5TATEI IEIT OP EIERG CON5EP.VATI011 THI5 PP.OJECT WILL KIM Er1EPbY EFFICIENCY 5TANDAPD5 A5 e5TABU5HeD DY THE STATE OF IICW YOM 24 PROL'IDE ADEQUATE TEMPORARY 5UPFORT AS NECESSARY TO A55UM THE STRUCTURAL VALUE OR IIITEGRITY Of THE BUILDING DURING CONSTRUCTION 25 ALL REQUIRED MTS SMALL BE OPERABLE fPOKI IN510E,VATHOUT THE USE Of F"OR 5PECIAL FJ40t'AEDGE Lr�COMPLY��.q(1(/ WITH ALL CODES O 2G GLASS 5U(1JCCT TO FIUT A111.1FACTSIWLL BE OP SAFETY GLAZING KIATERIAL TO MEET STAR AND FEDERAL P.EQUIW.IEHTS L�•� YORK p,Tp TE til T®9■,V Cf® 5 9XeeT NAME 27 COINsTPDCTIOt4 eOUIPKIENT NOISE SHALL BE KIINII,11_)ED DURING PROECT CON5TRURION BY 1.4UMTIG MID SHIELDING INTAKES AND E%HAU9T 011 COIISTRULlIOt4 EQUIPIJENT ADD BY SHROUDING OP. Tr 1 C ry M\ /L_1! VER SHEET SHIELDING II IPACT TOOLS SUBMIT TAW REQUIRED �DITION ()I- 28 28 ALL WORK SHALL BE Dole III ACCORDANCE WITH AIA GE14ERAL CONDITIONS DOCULIEIT(LATEST EDITION) C `i R C QV r 9MEET NUMBER N ^\ O V sa 0.00 L.o,o,IN�,.mF�.mIaANA�I� . . �r NOTES I EXISTING 5A OARD HEATH TO HE P,D.IOVED FROII WING DINING KRf M. 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ALL FIRMINGTREATED ED O TTP�1ll// ON PRESSURE TREATED FOR T- ABOVE GROUND EXP. IT EX HOUSE 2. ALL CONNECTORS TO i—j — I I BE GALVANINZED. �jI I�I� W� 1 Z i�' S2S2 o v III o 2x10 16"oc 7 I,I t` I i 0_'I II •i 4F'��PIIS Y�? oll� _ zl'IADD 4x4 AND FTG BELOW ION I I NI,I EXG o , ex DECK FRAMING 0FE5S�P~ I I III 2-2x10 I—I I m�4 PST DECK -2 0 D ex PORCH COL I -- I___ I--- --_ 4 PST AN PI NG Jr, ON D ER FRAMING 2-2x10 INVERTED 2 1 I 2x10 LEDGER 12244 E. MAIN DBL HANGER j i �I 4 PST FISHERS ISLAND j — — — NEW YORK __ jl II IAIN l;l i �-- DECK PLAN IU - �I j I'lo o 2-2x6 � '� IIIN I CONSTRUCTION I I'I PST 8'DIA CONC PIERS _ __—__ DATE van9 EA SIDE AT BOTTOM _ 2-2x_10 __ ON 1 PROJECT 011128 DWG NO EA STAIRS TB -- - — ----- — — — — / SCALE. S 1 DRAWN BY CCB CHECKED BY of pill �.�- ,f y GNCB 14,00, Co—Iliq Engin-,P C 130 ELM STREET POST OFFICE BOXB02 OLD SAYBROOK CONNECTICUT 06475 PHONE:860 3881224 FA) :860 388 4613 GNCBENGINEERS.COM KEYNOTES /GENERAL NOTES ATTACH LEDGER TO 2x4 AT 16"oc HOUSE FRAME W/ FOR SEAT/RAIL 2—ROWS LEDGERLOCK SCREWS AT 3"oc STAGGERED 2x10 BLOCKING 6-1/4"x3" 1 1 1 SDS SCREWS 1. 2x10 BLOCKING 1 .1 EA STUD TO JOIST 1 1 y�P1wo°uaT�9oq� JST HANGER ABU46Z POSTTYP BASE W/%- ANCHOR 2-2x10 �0 ' DRILL AND EPDXY PT SHIM ass INTO ON o AT C 1 SECTION 2 SECTION PIERS _ S2 v - T-o" S2 1" - T-o" DECK 10" DIA CONC PIER FRAMING W/BF20 "BIGFOOT" FOOTING AT FROST DEPTH 12244 E. MAIN REINF W/1—#4 VERT CENTER TYP FISHERS ISLAND NEW YORK CONSTRUCTION DATE -119 DWG NO PROJECT k19026 SCALE C 1 DRAWN BY CCB JL CHECKED BY L4�M_�— NCB CaraultMA Eiplireen,P,C. ® �i 130 ELM STREET POST CPF1L7:BOx 802 v, OLD SAYBROOK OONNECnaJ'T 08475 HO PNE 860388122{ APR 2 9 2019 PNC 880 380 ERS QJceEJV01NEERS COM KEYNOTES /GENERAL NOTES. ATTACH LEDGER TO TOWN 03F S0 JTa,—u'i:j� 2x4 AT 16"oc HOUSE FRAME W/ FOR SEAT/RAIL 2—ROWS LEDGERLOCK SCREWS AT 8"oc STAGGERED 2x10 BLOCKING Of NEW y 6-1/4"x3" ` ( ���� uuwSO ns�o p� EAS STUDEWS TO 1 2x10 BLOCKING ; •�, y JOIST JST HANGER 0 ABU46Z POST TYP DFES51�p\ BASE W/W" ANCHOR 2-2x10 DRILL AND EPDXY PT SHIM AT INTO BEAMSPIER. ON c NC t SECTION z SECTION REV.29APR2019 PIERS S2 1" = 1'-0" SZ 1" = 1'-0" DECK FRAMING 10" DIA CONC PIER W/BF20 "BIGFOOT" FOOTING AT FROST DEPTH 12244 E. MAIN REINF W/1—#4 VERT CENTER TYP FISHERS ISLAND NEW YORK CONSTRUCTION DATE: 214119 DWG.N0. PROJECT: 019028 SCALE @r� DRAWN BY: CCB JG CHECKED BY: { �j t* -'1 D J /�3 r GNCB 1 - - APR 2 9 2019 Ca aulBAEK ream P.G 2x10 LEDGER j j 13 0 ELM STREET �RBEAM FOR o LDOO 602 KCONC GRADE TAIR LANDING `Ox .L1 :.z- CONNECTICUT 06476 j I I TICUTPHW-8603884 13 ONE 90381724jRR N IN fdCBENGINEERS CO MQ TOWN ()8Sou :III STAID I I — — — — — — W KEYNOTES /GENERAL NOTES 1•_9• r-10 3/8' o NOTES. X N LOADING LL=40 PSF 1. ALL FRAMING TO BE 61 x4 PST —I\,19,/ I/ — — — — PRESSURE TREATED FOR \ _ _ _ ABOVE GROUND EXP. ex HOUSE 2. ALL CONNECTORS TO BE GALVANINZED. - - �� z s2 wcF NEW 2x10 16 y III o "oc [� pURrlS �Q — I — — — — — j I�I � — algia- ADD 4x4 — - - - - - - j NI I FTG BELOWND ,ON LFES5I�A� I C4 EXG IJ — II - - - - — - - I 1T ex DECK FRAMING I i ISI 2_2x10 — — — — REV,zsAPRzots m PST — — — — — — — — 0 DECK m I I I I i 2-2x10 I _ AND PER CDL FRAMING -- — — — — — —� - - - - —T = _ j 2x10 LEDGER 12244 E. MAIN s2ill—_— FISHERS ISLAND I I — ------- r NEW YORK Lo ji IN ' - - - - - - I - - - - —II DECK PLAN j I 2_2X6 IIS I CONSTRUCTION SCALE: 1/2"=I'—O" 4x4 PST DATE: 214119 ENO.ONC GRADE 4_ T __—_ 2-2x10 PROJECT• 919026BEAM FOR = — / SCALE• TAIR LANDING — C..NBY• CCB CHECKED BY: v / q�— GNCG ; - - .Row, IEAug FTpears FD2x10 LEDGERD - - I 7POST30E STFZO 130 OFFI 80X ET p�gg pp 802 OLD SAVBROOK I I N CUT STRING TYP 11 IVI H I1 1 9 2019 PH000NNECOCUT 06675 j11�— —I X rNONE6603B6122a N W IIN O FAX•86038846 3 �I Y I STAF� I I o CNCBENCINEERS COM w KEYNOTES /GENERAL NOTES- NOTES: _s• T-t0 o x �5�31�1h`i v4' �, 3/s• X u �I / N F- - I � - _ _ _ _ _ _ _ _ 0 O ® LOADING: PSF �!yxa PST 1. ALL FRAMING TO BE / ON - - - PRESSURE TREATED FOR - - - ABOVE GROUND EXP. II'I 2X HOUSE 2. ALL CONNECTORS TO III BE GALVANINZED. III- - - - c) - - - - E W D_y I I s2 _ III o 2x10 16"oc n I I — OII�- — — — — — — — •I ��P•c�OfNE t6R sgyq�• j I XIII ADD 4x4 AND DN VIII FTG BELOW / III _ I I iii ez DECK FRAMING G4E55•� I I II 2-2x10 I�i FmN4A4 PST I Yt3 / N 2 2 DECK 0 DR 6 ex PORCH COL I I �' J!_ -- J 4PSTAND PIER FRAMING - = - ON 2_-2x10 INVERTED 2 I 2x10 LEDGER 12244 E. MAIN DBL HANGERS2 jl j '� a PST FISHERS ISLAND — — T — — — — — NEW YORK jl jl IN ___ IiI lilo j �-- o 0 I DECK PLAN j ' _2x6 I ��; I iiiN I CONSTRUCTION SCPJZ: 1/2"=i'-o" — — — — — — — I 4x4 PST 8•DIA CONC PIERS j x4 PST DN/ DATE #-111.1M EA SIDE AT BOTTOM - K - 2-2x10 __ _ 1 PROJECT. #12026 OF STAIRS TYP L-- -- - -- --� --- - - � SCALE DRAWN BY CCB CHECKED BY GNCB 1 ,01 Cmul8ig Engineers,P C 130 ELL��.�STREET POSTOFn 13OX807 _ OLD SAYBROOK - CDNNEMCUT 06475 PHONE 8503881724 FAM 8603884613 _ ONCBENGINEERS.COM KEYNOTES /GENERAL NOTES. ATTACH LEDGER TO 2x4 AT 16"oc HOUSE FRAME W/ FOR SEAT/RAIL 2—ROWS LEDGERLOCK SCREWS AT 8"oc STAGGERED 2x10 BLOCKING 6-1/4"x3" 1 1 1 SDS SCREWS 1. 2x10 BLOCKING 1• .1 EA STUD TO JOIST 1 � 1 ���A� h � JST HANGER ABU46Z POST TYP BASE W/%" ANCHOR 2-2x10 DRILL AND EPDXY PT SHIM AT INTOPIER. ON C NC , SECTION 2 SECTION PIERS — le_o" S2 i" — Fo- DECK III "—"_' '_ FRAMING 10" DIA CONC PIER W/BF20 "BIGFOOT" FOOTING AT FROST DEPTH 12244 E. MAIN REINF W/1—#4 VERT CENTER TYP FISHERS ISLAND NEW YORK CONSTRUCTION DATE 11119 DWG NO PROJECT p19026 SCALE 02 _ DRAWN BY CCB J CHECKED BY A F-A O� "Annl1'ION" W � N � N It Oz 3 EXIST'G, SCREENER SUNI?OOM pAP.T1TlON/ ` z COI-, BELOW(TYPICAL ALL 5112E5), " '' EXIST G. 2 X 8 SUf3-FASCIA W/ 3/4 X (EXISTING TO rrMAIN) C EXISTING TO REMAIN) 10" (VJ,F,) CONT,CTAP.FASCIA SURROUNP, EXIST'G, 3 1/2" X'511 2" CF-PAR('051'5 O " ' POLT�12 TO POUl31-� F,J, r2Al 1 125, z (TYPICAL ALL, PEECK POST CONPITION5) � U --- - U N •, CID M — (EXISTING TO REM/dN) (�X15TING TO FEMAIN) ; SAN O o ApF-A O� "APPITION" p 00\\\ \\ N EXIST G, JACUZZI J-245 TO REMAIN WITH �\ �\ IM lf� LATCHING COVER & Al2JACENT ELECTRICAL \\\ 1215CONNECT SWITCH, FOLLOWING SPEC; \��\ I 121MF-N51ON5-84" B-q" X 6' H. 6 .�\\ ELECT. 24OV, 60NZ, ;40A/ 50A/6OA, ��\� \\ � \ ME 1110 (EXISnNG) S10 \ O Lf -VT-o" EX15T'G, ELECT2ICAL 1215CONNECT SWITCH, C EX1511NG NVITION) I rQp (EXISnNG) <EwsnNa) Lj 6• -611 SIH cexl5nnlnon� O I IMI tv9-LE-CK, U is !�^xrz tj a I I - -9 - ---- 12 1xi f I fs CEXI� I C EXISnNc,) I 1 C O �XISf" G . APPIVON I,00F Ff�AMING PLAN I � I lI � AI?�A OF "A22110N" 1 u 01 1 I v I , ; I I I II L L _J L— J L— J L-- J L _J K[7rC " ( <EwsnNG) Z EX15T'G, 3 1/2" X 3 1/2" ACQ, P05T5 c ExIsnNG) z z 13OL1E12 TO 12OUI3LE F,J, AFTERS, Z O O (TYPICAL ALL PECK POST CON121TION5) < 111 j 0 -Ua EX15VCA. CONT, 2 - 2'' X 8" 6IRI2ER TO E130LT TO 3 1/2" X 3 1/2" W12, COL, <lw L lz L� L- --j' / F EXIST'G,3 1/2" X 3 1/2" CEPAIz VVC,CO[,, ro co X 130LTCONT, 611:12�k VOV�,(TYP,ALL AMAS) — — — — — -----g-----a-----� FOS G,13 MII,OW�XI5r'G, Cjp.A17r;(Tyr A L,) ii I I J _J L— J L J °Z o <EXI511NG) Li PN o z O O C EXI511NG) L p00 a° ro NcoN r c EwsnNG) L XX xw x5z N N L NV 1 77711 o o 1 Lo„ r - z I -" –! L J (EXISnNG) (EX15nNG) ----- xw EXIST'G, W00V PUI2NING STOVE WASLLn L-ij - J REMOVEL2 FROM EXIST'G, CHIMNEY, 13 1z, I C Ex1snNG) N L---J rrl� �l <EXISTING) rN 9L II - ° zz 11 I <EXI511NG) � p �/ 4 — _^ � N N O lK,51' FL,00P PLAN S�CONf� ��001� f��AN � _ SALE; AXI �'' V11� Af�f�l1'ION ��001� I��CK TAMING ��AN O�� IC� 5��' I/ 4" — , ' _011 S 9 ,26 .19 t7WG, NAME: �X1`6. 151' & 2W FL, COMF0511I� THESE 121ZAWING5 ARE IN5TRUMEM'5 OF SERVICE & FLANS ARE THE rrlop TY Or THE ARCHITECT,NO ''AS-f3Uil1'" NO CHANCES& Or;MOPIFICATIONS SHALT.13E ALLOWEn W/O WRITTEN AUTHORIZATION PY THE 12WG, NO,; ARCHITECT,ANY 12 MOPUCTION IN FART OK MOI-E 15 5T21CTI-Y pl?OHIPITF17 PY LAW. A- I � X , U J GD = ° �`\ \\\ i ` `�� •� i m E 0 U G •� � Y o O \\ \\I 19-1A W Z N \\\ \\ I SITE t9-9 19-10 � i CL � .> U 19-OA n W Q D d 2SZU t0 c O 5 A Q c C y > C PORTION V N \ \ POR11 C N _ — \ I \ I 19- � 19-2 U p cm \ \ 3 19-3 2-13 O ` V'W N Q) W I BLOCK 19 LOT 8 \' \; III 19-8 19-4 � G� 0 M N NSF \\ i J ' ,9-s Q i cc., 00 00 JEAN N. CALHOUN i / 25-1 W (� "' QPT ` ; ' 20—, ,a ' 20-2 I 1 / jjj 2,—, 774. 7-4. J MU M MERESTONE i i / 21-2 LAND ST \ S 3,V28'40* E (FOUND) RATM o t ' I ` ... I 359.09' ' I I j / 20-3 / -,-K .., WOOD SHED 1 20_ mR Hamilton F.Patter III O S:73. 10 I n y: W:3028.60 I o » > LOCATION MAP SCALE 1 =400 I , _ LEACHING AREA I MAP REFERENCES Or Zi 1. SITE PLAN PREPARED FOR SARAH C. TREMAINE BLOCK 19 LOT 7 FISHERS ISLAND NEW YORK SCALE: 1 =20 DATED: MARCH 9 1989 •t. \ 3 1 I , r r r top \,- \\ , i I z LAST REVISED JUNE 25, 1990, PREPARED BY CHANDLER, PALMER & c� 9A,o ?� \ o I KING NORWICH, CONNECTICUT. ''; n -T- y � \�- ----------------------------- '� ; ' NOTES 4 I 111 Z N 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE GRAVEL DRIVE & PARKING � I I Q PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR SEPTIC TANK \ �� `�`�� ���� EXCEEDS THE SCOPE OF THE ENGAGEMENT. 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY LLl O PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. DECK ,;, COPIES . -:: SURVEYOR'S K SEAL O `\ ❑ EMBOSSED OR IN \ \ I I ;-�: `--------�� \ `\ � i � ARE THE PRODUCT OF THE LAND SURVEYOR. 0 \ Z C DECK \ cr \�\ \ \\\ I i 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND Q o LXISILG `� i GEODETIC SURVEY TRIANGULATION STATION CHOCOMOUNT 2 _J Z RESIDENCE ::.-'...:: \ ` r - - - COUNTY OF SUFFOLK TAX Z �ARAG� : \ i 5 SITE IS IN THE TOWN OF SOUTHOLD. � Q Y r \ MAP 1000 SECTION 3 BLOCK 2, LOT 6. LY,.: `\ ':.. XF I \ 6 TOTAL AREA - 1.81± ACRES � � O \ I > \\ 7. SITE IS LOCATED IN ZONING DISTRICT R-120. q = Z Z J STEPS EN Lm SCREEN ' I W Lm F— Z r . PORCH::' \ _ I S 34!24'500E > Q C) N rn �_ ; RADIUS 174.25' z) f- N Y Z ❑ CER71EIED TO: � N w U It � � Z I '1 \ I w W N = O tO \ \ CLARK CALLANDER O to U 0. � � \\ ELIZABETH CALLANDER � � u- \ FIDELITY NATIONAL TITLE INSURANCE a STONE IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS � WALL \\ \ OF THE NEW YORK STATE LAND TITLE ASSOCIATION. Y O \\\ \\\ TITLE NO. 7404-001614 fy 5 68�0 O \\ \\ \ m MERES D)E \\\ \\\ m �FpUN \ \ \ z O \ 53.23' N� \ \ z 8' DIA. -A \ CE \N 25•`0" W \ BOULDER O \ \\ \ O w Z ` — _` S:203.85 \ �o W-3193.60 \ `\ \ o > y v. Ir 306.85 \�. 4A " W �� \\ FUJ \ \ ` \ \ \\ `� BLOCK 19 LOT 6 N/F a \ CRAB COVE LLC �-- Q � LO co o � 00 m oN E I � O� 1 oN ........... \ \ LEGEND 0 0 0 0 PROPERTY LINE o o Q w 00 w ABUTTERS LINE -- a m o o 0 o) L- NOW OR FORMERLY N/F DATE: 09/12/2018 BOUNDARY POINT O MERESTONE ® SCALE: 1 " = 20' QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT: # 2018815 PROJECT MANAGER SURVEY ENVIRONMENTAL CIVIL 20 10 0 20 SHEET STRUCTURAL GRAPHIC SCALE IN FEET 1 ARCHITECTURAL Go LEGEND \�\� 8 L w E PROPERTY LINE C *-' N `� � ?EST HOLE DATA - o � � a, CD, "• �\ \ DATE. 9/19/85- R. H. STROUSE, P.E. OG '� V Y v $ s ABUTTERS LINE -- \\ \\ I 0�� 5" TOPSOIL ~`"` _ ,��,, �s 00 -LL _o m SILT FENCE \ \I 5"- 22 SANDY SUBSOIL 19_1A W t o \ \ 22"- 100 SAND W/FEW FINES SITE 2 c+a EXISTING CONTOUR 10 \ 19-6 19-9 19-10 (n i CL u •> U \ \ 100 - 132 SAND L PROPOSED CONTOUR 10 BLOCK 19 LOT 8 \` `\ I GROUND WATER AT 120" ELEV. 1f 19-9A Q 0 -2 () f -0 cu CD o NOW OR FORMERLY N/F + ` I i Q N F 1 \ cc--a 3: JEAN N. CALHOUN QPT ` ` ."` PORTION PORn _� c cn °C = - SINGLE FAMILY ,9-3 2-,3 ,- _ c11 BOUNDARY POINT O ; I \\ a: 19-2 1a- (� V N N •- > . UwwN MERESTONE ® RESIDENCE- ; I 19-6 ,s-4 Cn � o rn MUNICIPAL WATER 1 ' I 19-6 Qc� ON SITE SEPTIC SYSTEM ; ; I co 00 7.6-1 W .w M 00 1 !JJ 20-1 S:73. 10 II i / V C W:3028.60 i i ( 21-1 20-2 I fIF=7-4. 7-4 1 1 MU M \ \ \ MERESTONE i i / I 21-2 LAND UST \ S 34'28'40" E (FOUND) RAFFERTY o 1 1 \ 359.09' PROVIDE CONCRETE 1 / .:s. \ \ WASHOUT PIT \ 1 ` 1 o \ \\ o m /^ \` (SEE DETAIL) \ 1 1 i / 20-3 2o- :. N / PROVIDE I I 1 / \. CONS 1 I I Hamtlton F.Patter III l n \ WOOD SHED / \ ENTRANCE(SEE DETAIL I I 1 1( � 1 ) I � C) ' I LOCATION "=400' � . \ I I I MAP SCALE 1 APPROXIMATE LIMITS OF \ I 1I \ I I LL•I \ C Z FLOOD ZONE AE ELEV.-9.0 I Q I I I I 1 \ \N (SEE MAP REFERENCE 2) o \ �'^ TRIP 10' 16 � N w ! ! I O i z MAP f?EFERENCES MAPLE / CHERR �.: �\ CHERRY rn I i 1. SITE PLAN PREPARED FOR SARAH C. TREMAINE BLOCK 19 LOT 7 1 ZA Nrr o \ / \t1'o / \ x,l -�' \ - / --;/ f \ I 1 I FISHERS ISLAND NEW YORK SCALE: 1"=20' DATED: MARCH 9, 1989 :: 3 I , :\/ I KING "►5' \ / \c' 14" : \ c I I Z I LAST REVISED JUNE 25, 1990, PREPARED BY CHANDLER, PALMER & \� �= \ ` °t a, c" S�BPCK Z6 CHERRY ! \ \ \ I i NORWICH, CONNECTICUT. Ow � t., ..: \_ _ _ I 2. FLOOD INSURANCE RATE MAP FOR SUFFOLK COUNTY, NEW YORK ...r .�. s��-'M1T1Tf ' I cb _K01 SEPTIC TANK �;. LEACHING AREA ` a a �.._, :. CHERR( 1 1 N I I NEL 38 OF 1026, MAP SUFFIX: H, MAP NUMBER 36103CO038H, \ af,,\,�� m I + I I I MAP REVISED SEPTEMBER 25, 2009. \ \ ,.'x % �., is + a n \ / � •. I a \ \ / IQ1 14 GRAVEL DRIVE & PARKING TWIN / r \ / 1 r:<. .` CHERRY p/ \ \\ W 1 I NOTES (� : • -/TEST HOLE :;::.�` + / � 22 \ I _ < TRI G \ \ �\ I L I I 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE t7 1 i MAF1LE J �� �`\ ' f� I I INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE N TRIP TO BETWEEN THE CLIENT AND THE SURVEYOR �" �,� \ `_`=` '2" _ ,i� ` MAPLE < � -� �/ �`. i Q I EXCEEOSS THE SCOPE OF THE ENGAGEMENT. f .. \ i 1 DECK �� i ; \�/ OF THE STATE EDUCATION LAW FOR ANY �^o \ �.: �' - f l 0 PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDbi I �!1 :?.fir; _ \------- / \ 1 ° ' \ ' �` ` I r LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. Q a \ DECK EXISTING lo" �� / / �� �' I i 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND cn \ LIMITS OF �. ; I Z \ / \_� SURVEYORS SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL c� I RESIDENCE - TWIN / / a O , DISTURBANCE :: ( / `V '. .� •. ,. ,�;,f;:: � TREE I / i ARE THE PRODUCT OF THE LAND SURVEYOR. / J 1 e. 1`REMOVE EXISTING GARAGE / \ z PROVIDE SILT FENCE \1 PORCH AND STEPS / \\ 140 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND U Q �T+ MAINTAIN DURING \ / I GEODETIC SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" Q O \ Ay . =.4, 1, PROPOSED J CONSTRUCTION \ / �� 1 I I'- I \ � DECK O ELEV. 11.75 � � I p w \ J.. : (SEE DETAIL) 12' \ TRIP ! \ /W STEPS / 55' I 5.MAPSI�j IS IN THE TOWN 0� SOUTHOLD. COUNTY OF SUFFOLK TAX O Q O RRY S K 0 SECTION BLOCK LO 6 \ \.: a; CHERR\ \ ;I €€: i �, . , \ ETB�2 \ 1 Z Lo I Z W I I G, 3, 2, \ '�,� I ST SCREENED ::'... . :. . _ .. APPROXIMATE AREA OF Q z z' FA PORCH h/ r , . . II GROUND DISTURBANCE 1 6. TGTAL AREA = 1.81± ACRES. p g Q 1940 S.F. ���=% � w t I + 1 z Li S 34!24'50" E 7. SITE IS LOCATED IN ZONING DISTRICT R-120. w MM r^ CHERRY. " ,l / 7 \ \ \ \ --I - -- -- - Ld Q W N V J C \ \ 1: . '\ - \ \ RADIUS 174.25 - � Q N , 9 cr Z y \ 12" / �EPS \ \ \ 8. VERTICAL DATUM IS NAVD88 N Y O CHER \:. ! �i% \1 ,,.! \ \ ++ 1 ❑ . ,fir � u- 'cwt, CHERRY �i� \ 1-11 / 8 \ \\�\ \� \� I + ,1� ► I N U 'v. :.7:: w \ \ \ \ '8' 9 yt HERRY\ \ \ ++ w N 2 r o \ O s c� \ S 6 - CHERRY:>%"r \ ;. : .:� / / \ \ \ SILT FENCE c�+ \ , \ K, s \'o w CL A \ \ CHERR /CHERRY MM \ / W 72" WOVEN WIRE FENCE (MIN. 14 s �£ ERRY \ \ \ a, TONE r' CHERRY 2» \ I \ \ \ \ \ \ Y:I \\ `\ SPACING)GAUGE / MAX. 6" MESH : WALL 8" `' •�:;.. a, \ �°....J ;70 \ 6,.�., >: N.... COh CHERRY \ O \ CHERrt T. 12 Y I \ 1 `� .. \ 10' M CEN " ..CHERRY F " q .J .v I \ \ ,.,. `'. \.. \ =.: TO CEN 36" MIN. LENGTH / n :. : CHERRY 10" CHERRY.:: :. \ \ TER FENCE POSTS 12 :' DRIVEN TRIP >'\ TRIP . / 1 I . INTO GROUNDMAPLE CHERR QUAD I 0,1.215 * \ \ 10„ 10„ / //// / \ I TREE 580 MAPLE 68 BENCHMARK: CP ROD7605 I HEIGHT 14" \ v / / / / I \ \ \ \ OF FILTER O i CHERRY 16" MIN. '• : �,` / APPROXIMATE LIMITS OF 10" FLOOD ZONE AE ELEV.-9.0 53.23' m '' CHERRY\ / / (SEE MAP REFERENCE 2) / / ERESTONE \ :.A '0' s" MIN. o \N 25•`x. w \ I \ BOUDIA.LDO / / (FOUND) \ o \ / z I �Z PERSPECTIVE VIEW o N w S:203.85 I WOVEN WIRE FENCE (MIN. 14 _ `r' m CLEARING W:3193.60 \ ` a . I y x N C' LIMITS 1/2 GAUGE W/ MAX. 6" MESH ?� N 306,85 `� SPACING) WITH FILTER CLOTH z > P. !. \ 1p1 `� `� W w.................... . ....... N 444410 �` \\ 36" MIN. FENCE POST o \ ` UNDISTURBED N w \ \ STRAW BALE ER WIRE \ \\\\ \\\�\ FLOW- II GROUNDPLASTIC LINING o \ BLOCK 19 LOT 6 NATIVE MATERIAL \ N/F (OPTIONAL) \ COMPACTED SOIL \� z CRAB COVE LLC A MINM OFD6 ILTER O CLO SECTION B-B IN G UND \\/��\��\/��\/ `O o z \ SINGLE FAMILY WOOD OR NOT TO SCALE 4" METAL STAKES RESIDENCE- (2 PER BALE) Q \ MUNICIPAL WATER SECTION VIEW Q ON SITE SEPTIC SYSTEM ' "' (T, r CL r, 10' MIN. *I B CONSTRUCTION SPECIFICATIONS B DQ :; 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POS TH °O o rt` , ao VARIES WI H STAPLES, POSTS SHALL BE STEEL EITHER "T" OR �U" TYPE �, ,,,; 0) � E5 OR G a, o HARDWOOD. - v cn \ <t� r.... �` rt.r' I m ACV �cV i6 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE Wlhhl, 0 TIES SPACED E '1 EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE ''�' , 0 0 0 Li_ .. WOVEN WIRE, s" MAXIMUM MESH OPENING. LLI i��;i°� .1OUI'- 5. a_ ; w z z z w w Ste, � Y 0 �i PLASTIC STRAW BALE 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY o o in Q w oo w LINING PLAN (TYP) SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH � m o o T_ 0 NOT To scaLE SHALL BF EITHER FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED \ sTo CONCRETE WASHOUT PIT EQUIVALENT. DATE: 03/01/2019 2F I�U� 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENMROFENCE, OR APPROVED QUALITY CONTROL CERTIFICATION FIS �b SIN NOTES:1DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL EQUIVALENT. SCALE' 1 = 20' R CONSTRUCTION, LARGER PROJECTS OR PROJECTS F 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL GROUP REVIEWED DATE qe REQUIRING PUMPS MUST BE SIZED ACCORDINGLY (7 PROJECT MANAGER RI GALLONS/TRUCK, 50 GALLONS/PUMP, PLUS MIN. 1' REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. PROJECT: 2019803 FREEBOARD). SURVEY CONSTRUCTION ENTRANCE 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED ENVIRONMENTAL NOT TO SCALE FROM PIT AND PROPERLY DISPOSED OF WHEN THE PIT CIVIL REACHES 75% OF ITS CAPACITY. STRUCTURAL 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE SHEET 20 ARCHITECTURAL CONTAINMENT OF WASH WATER. 20 10 0 1 O F 1 GRAPHIC SCALE IN FEET NOTES I I i 501 - 011I l^i CLARK ELIZABETH 16' - O" 1 35' - 81/2" 16' - 0" 41 - 011 -" . CALLANDER I I I I I I I I I t m r 2815 scow 5TREE"r 5AN FRANCISCO, CA 5-4123 T 415 . G73 . 7745 I If_CALLANDER@ATT.NET I I I I I I I I I � I i # I I I II i 1 ^ / --------------- ___________ _ -'"- --�' — _ I PROJECT NUMBER 18001 --------- I � i I ` i \ / O serma L765I NN-N—1 ------ iIIIiIIIIIIIiIii iIIiIIIIIIIIIiIil / 03_C D1Ii I�1:iIiI I❑ and lily riviera armchair (E) DECK TO RMAIIIIIII N BE III(I1T. WEEN (E) DOOR OOR AND -----. ._....__................... ......... ._.......--- . _. DOOR 02E{ - \ ' ' \`v ` \ ,` III --- NO WORK IN 02B 02A ------ -_ - ---- -------- ---- EQ EQ H15 AREA EQ EQ ENTRY --�o----- UW� Q �m(OVMOOZJW 01LIVING DNI G NJ 03 0 (E) SCREEN PORCH 03IA4.04 1 A4.02 '' I Lu Lu EQ EQ D uj .... . .. 02E _ (E)_N (N) SCREEN DOOR 5 A4.07 (nJ) ------ OGA BUILT IN BENCH PROPANE W/RAIL -------- Y -_--- , 11 2 — CONNECTION . �-- --- ®(N) DECK �6WDrER KT0C6HEN IJ. _. , - I ------- DEN/BREA KF A5TUTILITY N O4 04 05A NOOK I A4.06 07I A4.05 ------- ----------- ------ Q 1 — —0 07BG I — - ISSUANCE REVISIONS # DATE DESCRIPTION I I-27-18 PRICING UPDATE (N) OUTSIDE SHOWER W/ DKYWELL (N) HOSE BID - O"12' 141 - 011 41 - 011 22I _ I 12I - O11 11 51 - 011 20I - 0 11 5HEET NAME H Q LEVEL PLAN Av 0 Ln O SHEET NUMBER O ENTRY LEVEL PLAN i \ \ N m X-WINDS DESIGNS,COPYRIGHT 0 2018, ALL RIGHTS RESERVED NOTES GX RAILING CAP, 4X POST SHAPE TO DRAIN m - CLARK ELIZABETH 4X BENCH o o CALLANDER SEAT AND Q BACK REST - N i 12.00 SAN FRANCISCO, CA 9-4123 N T 415 . 673 . 7745 E CALLANDER@ATTMET O - N - � N Cn — m 60 GX DECK / .o 00 00 p IN IN PROJECT NUMBER 2X I 0 18001 JOISTS 1 1 - - - -J 1 1 O' I 4X POST - - - J STAIRS BEYOND CONCRETE FOOTING, � - - - EXTEND BELOW FROST LINE 1 I m0 V J i O Deck Detail 11-1 I 1 se l- 1 I I/2" = 1 '-O" 0 I I I I I I R/ 1..�— � O OPENING i �- \&/(,N)iSCREEN DOOR 54 _ ,--- -------- — W ------------- ----- -------- ---- ------------- ELECTRICAL SYMBOLS: 2 GANG, DUPLEX OUTLET Q PROPANE LLJ HOOK UP— 4 GANG OUTLET Z3 J z Q I I I \ o / ----- J v1l(� DUPLEX OUTLET GROUND GFI FAULT INTERRUPTED N J • DUPLEX OUTLET qWP WATERPROOFED0 W ----- / ` ------- $ SWITCH (DIMMERTYP.) ` ) N 11_ m I $ THREE WAY SWITCH ----- D3 (DIMMERTYP.) --------------- -- -- - — — — (E) — — — — — — TELEPHONE OUTLET I I U I p �` ❑ CABLE TELEVISION T OUTLET = (1) COAXIAL \ / = (I) CATS / 04A (E) SECTION OF DECK IN DETECTOR ISSUANCE SMOKE CO2 NEW DECK TO ALIGN TO THIS ELEVATION \ O THERMOSTAT \ � REVISIONS / I # DATE DESCRIPTION - 1 1-27-18 PRICING UPDATE \ " "FI GFI GFI `5= G It 0 0 ELECTRICAL NOTES: ' 1 . ALL SWITCHES TO HAVE DIMMER WF N 2. LUTRON 'DIVIA' WHITE, TYP. RAILING/BENCH 05A 9' - 10 112" _ _ I 1' - 2" 3. ALL FANS TO BE SWITCHED. IF LIGHT INTEGRATED INTO FIXTURE, LIGHT TO BE SWITCHED SEPERATELY. — — — — — — — SHOWER 4. AN ECOBEE BUILDING AUTOMATION HEAD AND CONTROL SYSTEM WILL BE SHEET NAME I I INSTALLED IN THE BUILDING - ECOBEE3 DECK LITE WITH SENSORS IN ALL ROOMS. POST BENCH 5. OUTLETS TO BE ALIGNED WITH (E) ALIGN OUTLET HEIGHTS UNLESS OTHERWISE 2 I 1 1I 5' - O" NOTED. (E) OUTLETS TO BE RETAINED Q I 14' - 0" 4' j O" 81 _ Gil WHEREEVER POSSIBLE. CV d. G. SWITCHES TO BE AT 48" AFF ON CV ^ Q [:D CENTER UNLESS OTHERWISE NOTED. SHEET NUMBER A O V 7. ALL OUTDOOR OUTLETS TO BE DECKPLAN WATERPROOFED. N 1/2" = I A4o3'-O.. m X-WINDS DESIGNS,COMIGHT 0 2018, ALL RIGHTS RESERVED