Loading...
HomeMy WebLinkAbout41889-Z �o4aoF.soulyo`o Town of Southold * * P.O. Box 1179 G r c 53095 Main Rd `yeouarr�, { Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46647 Date: 10/31/2025 THIS CERTIFIES that the building ALTERATION Location of Property: 65490 Route 25 Greenport, NY 11944 Sec/Block/Lot: 53.-5-12.6 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/16/2017 Pursuant to which Building Permit No. 41889 and dated: 08/17/2017 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: Additions & alterations to Cottage #4 (Brooks) including dwelling raised for FEMA compliance and outdoor shower as applied for. The certificate is issued to: Breezy Shores Comnty Inc Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 41889 10/22/2025 PLUMBERS CERTIFICATION: Joseph Whitecavage 10/6/2025 Aut o ed ignature SOUV TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41889 Date: 08/17/2017 Permission is hereby granted to: Renewal Date: 06/02/2025 Breezy Shores Comnty Inc PO BOX 925 Mattituck, NY 11952 To: Make alterations to Cottage#4(Brooks) to include raising dwelling with flood permit and trustee approval as applied for.Replaces BP#40131. Premises Located at: 65490 Route 25, Greenport, NY 11944 SCTM#53.-5-12.6 Pursuant to application dated 08/16/2017 and approved by the Building Inspector. To expire on 06/02/2027. Contractors: Fees: renewal $175.00 Total $175.00 Building Inspector FFO TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Ca • 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#: 41889 Date: 8/17/2017 Permission is hereby granted to: Breezy Shores Comnty Inc PO BOX 925 Mattituck, NY 11952 To: Make alterations to Cottage #4(Brooks) to include raising dwelling with flood permit and trustee approval as applied for.Replaces BP# 40131. At premises located at: 65490 Route 25, Greenport SCTM # 473889 Sec/Block/Lot# 53.-5-12.6 Pursuant to application dated 8/16/2017 and approved by the Building Inspector. To expire on 2/16/2019. Fees:. PERMIT RENEWAL $300.00 Total: $300.00 g Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40131 Date: 9/29/2015 Permission is hereby granted to: M0-y Bv-wl<s Breezy Shores Comnty Inc q I PO BOX 925 Mattituck, NY 11952 To: make alterations to Cottage #4(Brooks) to include raising dwelling with flood permit and trustee approval as applied for. At premises located at: 65490 Route 25, Greenport SCTM #473889 Sec/Block/Lot# 53.-5-12.6 Pursuant to application dated 9/18/2015 and approved by the Building Inspector. To expire on 3/30/2017. Fees: Flood Permit $100.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 CO -ALTERATION TO DWELLING $50.00 o a . $350.00 QBuil&QInspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses:. 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15,00 I Date. lz/tzx New Construction: Old or Pre-existing Building: \4 (check one) Location of Property: 4 6g&t�zV k Fs t;tf� Qyp House No. Street Hamlet Owner or Owners of Property: MAlf- W - Suffolk County Tax Map No 1000, Section S3 Block 0_S— Lot Z2 1, Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V/ (check one) Fee Submitted: $ ✓ p p6till, ignature pF S 0(/r�,ol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 CA • Q Southold,NY 11971-0959 'O evuffN,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF.ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Breezy Shores Community Inc. Address: 65490 Rt 25 Cottage#4 City: Greenport St: NY Zip: 11944 Building Permit#: 41889 Section: 53 Block: 5 Lot: 12.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: License No: SITE DETAILS Office Use Only Indoor IV— Basement r Service Solar Outdoor Fv-0 1st Floor W Pool r Spa Renovation F 2nd Floor F Hot Tub r Generator (— Survey rF,071, Attic rrI- Garage Battery Storage INVENTORY Service 1 ph (✓ Heat Duplec Recpt 10 Ceiling Fixtures 3 Bath Exhaust Fan Service 3 ph r Hot Water GFCI Recpt 3 Wall Fixtures 3 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 7 4'LED Exit Fixtures Other Equipment: Notes: AS BUILT NO VISUAL DEFECTS " House Raised Inspector Signature: X Date: October 22, 2025 Sean Devlin Electrical Inspector sean.deviin(cD-town.southold.ny.us 65490RT25Cottage#4 FFO(,��®�. Town Hall Annex %may® �yJ►��� Telephone(631) 765-1802 54375 Main Road --D P. O. Box 1179 y Z Southold, NY 11971-0959 I E Pu E Ir 9 U E -.Y •�r I BUILDING DEPARTMENT 0CT - 6 2025 TOWN OF SOUTHOLD Building Department CERTIFICATION Town of Southold Date: Building Permit No. Owner: A (Please print) Plumber: �1 (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 day of 4 20 _ Notary Public, County C0NNiE D:'B0N0H• Notary Public,Stat"dN 'Ow York No.d1BU6185050 QualifiedIn Suffolk County Commis j, xpir"April 14,2c), OF SOUjyolo UOUNi`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: z6fv��o� OK c ±?a� DATE INSPECTO q1VI ho��OE SO�Tyo�o �o TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION [/] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI L) REMARKS: el Q DATE r D INSPECTOR �o�aoF souryO� # TOWN OF SOUTHOLD BUILDING DEPT. o rm,N� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION Ite FRAMING /RTRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: RA&,l f3�%wt c OAR#Ai i DATE I INSPECTOR OFSOGTyOlo # # TOWN OF.SOUTHOLD BUILDING DEPT. uf+, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR /ROU H PLBG. FOUNDATION 2ND ATION/CAULKING FRAMING /STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION "[ ] FIRE RESISTANT.PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O . [ ] RENTAL REMARKS: IAsmy �("C;p . . 0 Co (6)wim Gov& 0 4 w , 0-v less - ad L-C) DATE YS` " INSPECTO so # # TOWN I F SQ8 OTHOLD BUILDING DEPT. Jl IOU rm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] 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 [ ] RENTAL REMARKS: zr2o el ML 114 V�l DATE a jig INSPECTOR r f 1 1 1 t � r DMA10MBJ-0 1-30 Kh ' I_ LONG ITHORITY i C O C� 2 2 .�v g8 i i _ y . K sw,,. ,r 14 4 Y� l'fi 1 �t; • - s _ Y 4 r t J". y � �._A j� ..� �D._ ,� ` � r � � �_ __ ;� ' .. s 1 ,I � \ ��'t�.. .r.. ^�. _ a `�� ��°. t -• .: { ., v �t.'�� �.. Y � � , �. ��a'� r i � ` ` y � ! �� :_ `'♦ � � '� ,r ��d P i I , Y Ile Per- a. J j - .A� ♦t +� ... �:+ � e �' _ .. p• - t s, F Y.� T ! �{��� � �.s � � •• \` `�\ .: +!e ^' .. �� ��_. f. )�(^. i•,x:. N �..- aa.�: 1 �._ _ � . ---_ � � � v 1p f -- --.a..,,, 4,,_. .. : / � ��:.� - �' � '� ' '1f 1 A .. M: �S 1' p f �i � /' �? q y. }. .� ,. . � � `.y, .. �` �� ,. '�' ,. i i F� f Ff r" r J r f r J 1 f •� I I 1 -w..;• � �s:�, , �. � : �,-r ' �� •' .. �:� ��.. r .ice +. �- t r_ max• T'*.rar� , .rY - ��a �~ 'J �' � i -` � � •fir v ' '� t < . .. _ _ ... - --_-•� _ -_—� ram: _ __ _ - �.-__. — _—_� _ - _��r-���•���___ -� as — -.. !__ . ._• _ a.-._ _ _ �-._ .-.. -.� - fir. -_. __ _ i Y. " u S 46 - ._._ f .woe - _ _{�.•'mow. 'Yr _.. _ _^_ ,._-.._:-� op y _ _ u CM1 March 26,2015 The Board of Directors of Breezy Shores Community Inc. (BSCI) 2014/2015, consisting of Elena Colombo, President; Jim Sage, VP; Robert Welp, VP; David Nelson, Treasurer; and Kathleen O'Neill, Secretary, hereby affirm that we have reviewed the repair and renovation proposal for BROOKS, cottage 4,which was prepared by: Fairweather Design Associates,Inc.& Robert I.Brown,Architect P.C. 205 Bay Avenue Greenport,New York 11944 Phone: 631-477-97521 Fax: 631-477-0973 and have no objections thereto. Both the Board of Directors and the Architectual Committee of BSCI certify that we have seen and approved of the proposal which includes a BSCI variance to move the entrance to the west side of the cottage and to add a double sided staircase there, move the outdoor shower to north side of the cottage, add a drywell to east side of cottage, and the addition and moving of windows noted on the elevations. Thank you, -Elena Colombo,President; on behalf of the Board of Directors BREEZY SHORES COMMUNITY, INC. P.O. BOX 925 MATTITUCK, NY 1 1952 board@breezyshores.com peconicpainting@bellsouth.net r O MA 0 r STATE ENERGY C.ODZ h aw :.%..�'�'lA�:;�"�M' %. RMR iG'�d NO - .. r r �W � � A. It ' � � • ... , a � e a •�._ ! 1. � r u M ' 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 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application �� -- --- _ Flood Permit Examined ,20 (� , Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c .)ADD DEPf Phone: Expiration ,20"7 t ding I s ector APPLICATION FOR BUILDING PERMIT Date , 20�,57' 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. (S' natur a ' n r name,if a corporation) _1AQ (Ma' ing address o applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises JV (As on&e tax roll or lat t 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. L cation of land o which proposed work will be done: House NiYmber Street Hamlet County Tax Map No. 1000 Section 15-3 Block Q� Lot / 2-. (O Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �� '9 i b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration v Repair Removal Demolition Other Work (Description) 4. Estimated Cost— i 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 �e/ Rear /_ v)- Depth 3 -/ Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 6✓z+ Rear Depth g4 S�'I. 10. Date of Purchase 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 13. Will lot be re-graded?YES NO excess fill be removed from premises? NO NO 14.Names of Owner of pLemises. Address Phone No. //'7437" 98Z!sr Name of Architect Address Phone No (0-/--'177-9-75-,?- Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V/'NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE ACOPY. - .e, ' I���i� _ •.,I������ STATE OF NEW YORK) SS. Kt k(� COUNTY O 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 ore met day of_�N_N W­0 �,. Not Pub c C iv A M.CUSATI ' ��Signgolo p hcant I Notary P•abllr,Mate of flew or � P�o.01%1�o100J7 Commissio Expires 4Pt 20t1�; ' � i I 1< ��•'�-..� �G fn •n II,�II. S.11?�5 �I:1111 • ~ t-ii T. T-CRRY P.o. nl,z 117a 1-0 WII CLERK : Suulhnl,l. Nc •Turk I 1 L..fill Faz l.S ILEGIS PAR OF V1TAJ.57AT1S ICS MARRIAcr-, OFFICER TcIcRl,c,nc l 5Ihl )(,t. RECORDS ~AGEMENT OFFICER FREEDOM OF INFORMATION OFFICER 0FI'ICE OF THE TOWN CLERIC 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 �pplica tion" (FD P(93) ) , and "Certificate of Compliance f¢r Develc,pmen t in Special Flood Hazard Area (C/C(93)) . B;�;G. Gar? TOK'l OF SOJ,IOLD Al-u-dh T. Terry Southold Town Clerk August 25 , 1993 1 •1 • I APPLICATION �+ PACE I of a TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I GENERAL PROVISIONS (APPLICANT to read and sien): 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 ALL STATEMENTS HEREIN AND IN ATTACHME.PM TO _ THIS APPLICATION ARE,TO THE B F MY ONVLEDGE,TRUE AND ACC RATE. -_ (APPLICANTS SIGNATU DATE v! r SECTION 2: PROPOSED DEVEI Op.Lt ENT(T-.-�c completed by APPL.ICANTl NAME ADDRESS TELEPHONE APPLICANT I3UILDER -/U A Y' 1d1012, ENGINEER �jj' _ JY PROJECT LOCATION: To avoid delay io processing the applicauoa, please provide enough informa(ion to easily identify the project location. Provide the street address, lot number or leg-al description (attach) and, outside urban areas, the distance to the nearest intcrsccting road or well-known la�dmark A sketcb attached to this application showing i the project locado❑ would be helpful. Vs - -s- FOP(93) APPLICATION\ PAGE2OFa DESCRIPTION OF WORK (Check aJJ applicable boxes): ___ a STR Nt TURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE O \New Structure N Residential (1-4 Family) `Q Addition O Residential (More than 4 Family) Altcratioa O Noo-residential (Floodproofing? ❑ Yes) ❑ Relocation O Combined Use (Residential & Commeraal) O DcmdUtioo' ' P O Manufactured (Mobile) Home (In Manu- a Replacement factured Home Park?- O Ycs) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES. O Fill O Mining O Drilling O Grading O Excavation (Except for Structural Development Checked Above) D Watercourse Alteration (Including Dredging and Channel Modifications) , O Drainage Improvements (Including Culvert Work) j O Roaf, Street or Bridge Construction t / O SuU vision (New or Expansion) j / ❑ ! dual Water or Sevier System / G'Other (Please Specify) Alter completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3- FLOODPLAIN DETERMINATION CFo be comIplctcd by LOCAL ADMIMSTRATOR) The proposed development is located on FIILM Panel No. . Dated The Proposed Development.- 0 Is LD1 located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). O Is located in a Special Flood Hazard Arca. FIRM zone designation is too-Year flood elevation at the silt is: Ft. NGVD (MSL) O Uoava!Jablc ❑ The proposed development is located io a floodway. FBFM Paocl No. Dalcd O Scc Scction 4 for additional instructions SIGNED DATE ♦ 1 • • 1 A-PPLICATION # PAGE J OF 4 SECTION 4 ADDfTIONAL INFORMATION REQUIRED (To he completed by LOCALADMINIST-RATOR The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing the location of all casting structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Development plans,drawn to scale, and specificatigins,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basemenQ, types of water resistant materials used below the first floor, details of floodproofing of utilities located below the first floor and details of enclosures below the first floor. Also Cl 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). 0 Plans showing the extent of watercourse relocation and/or laadform alterations_ 0 Top of new fill elevation Ft. NGVD (MSL)_ O Floodproofing protection level (non-residential only) Ft:NOVD (MSL). For floodproofed structure,ippGcaot must attach certification from registered engineer or architect. ' ❑ Certification from a'registered engineer that the proposed acdvit' iu a regulatory floodway will not result in.an increase in the height of the lo()-year flood. A copy of all data and calculations supporting this finding must also be submitted. Q.Other. SECTIONS PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activitT. A_ O Is B. 0 Is not fn conformance with provisions of Local Law # , 19 r _. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is checked, (be Local Administrator may issue a Development Pcnnil upon paymcot of dcsipated fee- If BOX B is chocked, (be Local Administrator will provide a writtco sum ry ma of deficiencies. Applicant may revise and resubmit an application to (hr Local Administrator or may request a bearing from the Board of Appeals. APPLICATION W PAGE 4OF4 APPEALS: Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: Appeals "- Conditions SECTION 6• AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Comr)lianee 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 Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 1 L Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). NOT' Any work performed prior to submittal,of the above information is at the risk,bf the App1%cant. .7 J , J ;/ SECTION 7• COMPLLANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL. ADMINISTRATOR will complete this section as applicable based ou inspection of the project to ..ensur_c compliance with the community's.local law for[lood.damagc prevention.__ . _.... INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIFS7 O YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: ,r TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA rnotzr R MI-isT RrTAiN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING O EXISTING BUILDING D VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. --C-O-MP-LIANCE -IS HEREBY._.CERTIFI.ED lyI THE REQUIREMENTS OF _. LOCAL LAW # , 19_. SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH TI;E REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC ( 93) 05 Al %� hAll 41 %ter ice.. 1 0 I / 05 a N 05 $ + r j / a + O rny➢� I ! � o°�➢prn IT! rn 3 p rd (D oil !1 9pa� 1 f + oyy ;� BR�CRr b r ♦ r 1-� X y lP�OO / ® 'O5 � A x A >.�c'"� iu Oy � j w e"`u,�> aD� Rp - ' mrn3A o, a s U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company, and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: MARTHA BROOKS A2. Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. #4 SAGE BLVD City State ZIP Code GREENPORT New York 11944 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description, etc.) 1000-53-05-12.6 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat.41 04 45.1 ON Long.72 22 56.7W Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b sq in D ��' V[E d) Engineered flood openings? ❑Yes 0 No A9. For a building with an attached garage: AUG 3 0 2018 a) Square footage of attached garage sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade BUIT D-'s1`T'21'P EITZ c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑Yes ❑ No SECTION B—FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3. State SOUTHOLD,TOWN OF 360813 SUFFOLK New York B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 36103CO159 H 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 ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: #4 SAGE BLVD City State ZIP Code Company NAIC Number GREENPORT New York 11944 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/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 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement, crawlspace, or enclosure floor) 7.14 ❑x feet ❑ meters b) Top of the next higher floor ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) 6.14 ❑x feet ❑meters d) Attached garage(top of slab) ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building feet (Describe type of equipment and location in Comments) 7.14 ❑ ❑ meters f) Lowest adjacent(finished)grade next to building (LAG) 4.04 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to building (HAG) 4.36 ❑x 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. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes ❑No ❑Check here if attachments. Certifier's Name License Number �OF NEIV JOHN T.METZGER 496184� © Title OWNER Company Name + ' PECONIC SURVEYORS PC Address -a 1230 TRAVELERS STREET City State ZIP Code tA} SOUTHOLD New York 11971 Signature Date Telephone Ext. dqk -Iqqt;5�e� 08-23-2018 (631)765-5020 Copy all page/of this Elevation `erti' e and all attachments for(1)community official, (2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) ELECTRIC HOT WATER HEATER AT EL.7.14 ELECTRIC PANEL AT EL. 10.7 FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1 008 Expiration Date:ate: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: #4 SAGE BLVD City State ZIP Code Company NAIC Number GREENPORT New York 11944 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items El—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace, or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace, or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is [-]feet ❑meters ❑above or ❑below the HAG. E5. Zone.AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or 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 Comments ❑Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: #4 SAGE BLVD City State ZIP Code Company NAIC Number GREENPORT New York 11944 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(including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box Nb. Policy Number: #4 SAGE BLVD City State ZIP Code Company NAIC Number GREENPORT New York 11944 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. 1 1 Pf 3' w Photo Four Photo Four CaptionClerfiotQiur FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: #4 SAGE BLVD City State ZIP Code Company NAIC Number GREENPORT New York 11944 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. _ Y Pho C aM �c Y, j Photo Four Photo Four Caption Clear Photo Four FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30. 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: #4 SAGE BLVD City State ZIP Code Company NAIC Number GREENPORT New York 11944 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. Mi \\ ;_ I �: yx a � � I ,4N� Phi r.. ..c s+a Photo Four Photo Four Caption Clearf�hotoour, FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: #4 SAGE BLVD City State ZIP Code Company NAIC Number GREENPORT New York 11944 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. � fn _ Vft r ' EE ,F TWi F RAW � I 1 Ph s y1� y ` i i i i Photo Two I i i Photo Two Photo Two Caption ClEaar Photo T4vo FEMA Form 086-0-33(7/15) Replaces all previous editions. f orm Page 5 of 6 r •..1�••/r►rrar•., :,�; 7•,If�Ot%`I►a..�,"W t,.illfC jr/i'�i,'iE .t�•eel•1 airier�. ,.'T�11'i i�ii� �s ,��e•�•4r♦i�r' ._ y,J''•�,i,�i Orrr.,a t BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 8647 DATE: JULY 22, 2015 e. :;••/ ISSUED TO: MARTHA:BROOKS ,•;;; PROPERTY ADDRESS: 65490 ROUTE 25,BREEZY SHORES ` t� COTTAGE #4, GREENPORT y'= SCTM#53-5-12.6 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 22,2015,and consideration of application fee in the sum of$250.00 paid by Martha Brooks and subject to the Terms and ;:• Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: ►►►/i' : h Wetland Permit to raise the existing cottage to an 8' floor elevation; raise the cottage roof for an additional I of headroom; and construct a new 41x4' landing with steps to 4 grade, and a new 4'x8'1"landing with steps to grade; and as depicted on the site plan prepared by Fairweather&Brown Associates, received on June 12,2015, and stamped ►,/� approved on July 22, 2015. r IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, ; ,tl and these presents to be subscribed by.a majority of the said Bo s of this date. ? A` a ti 1 . o �4 '� / ai'��f.6c3P.u5,v,&�i�:l'6.Sr3iY.siiS`xr6:f,i57fi"Ir,Fi,;ts�:Z:rl�ike�3Fi�,�7�nn;re u�`,�rufz '�� r�ceti%iis�eF .�,t.'r���e .try[�i,' "d�6YdC3s9E 'ra('�:Z �a�i�4er�i�',,.tr�i.Cr;B`�' "�caralu:�ala~� �,• . t� � 4:+, I�i If�l,•J `, e � ;,,✓ �r' r Ili�:llll r� r.;• } R �"w ti ��I���Iry���• ,A' �l y`,.,II �. �,�� ` , »>ilr{r rlrlii•�,�: `��illr{i.�r•:rfi" y;,`i rrl,/r.1.0 A`, I I\I-,,}LN.•r,"d, _ < 1 r .r r�•'�,?,` � I rr.� • �-1, /I�Dvi,. Town Hall Annex o� UTy® Glenn Goldsmith,President �OF so 54375 Route 25P O Box 1179 A,Nicholas Krupski,Vice President � !� Southold,New Fork 11971 Eric Sepenoski hone(631) 765-1892 Liz Gillooly G ac Telephone Q Fax(631) 765-6641 Elizabeth Peeples 04 oC� 2 2 2025 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 9 2025 #2289 C' Date: Au ust 2 THIS CERTIFIES that the raisin of the existin cotta a to an 8'floor elevation, raisin of the cotta a roof for an additional F of headroom,•and construction of a 41x4'landin with ste s to rade and a new 4'x8'1"landing with steps to grade, I At 65490 Route 25 Breezy Shores Cotta a#4 Green ort Suffolk County Tax Map#1000-53:5-12.6 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 12,2015 pursuant to which Trustees Wetland Permit 48647 Dated July 22,2015,was issued and conforms to all of the d requirements and conditions of the applicable provisions of law. The project 1 for which this certificate is being issued is for the'raising of the existing cottage to an 8' floor 1 elevation:raising of the cottage roof for an additional 1'of headroom; and construction of a 4'x4' landing with steps to grade,and-a new 4'x8'1" landing with steps to rade The certiticaieis issued to MARTH.A BROOKS QWner of the aforesaid property, 1 i Authorized Signature I I , SU¢¢p� BOB ILDING DEPARTMENT- Electrical Inspector 0CT - 6 2025 TOWN OF SOUTHOLD o ` Town Hall Annex - 54375 Main Road - PO Box 1179 'x New York 11971-0959 ®y ® O��Building De hold t Southold, Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: �S Electrician's Name: License No.: ��—� Elec. email: Elec. Phone No: 62jj 01 request an email copy of Certificate of Compliance Elec. Address.: FI(r> / �I A 5�i JOB SITE INFORMATION (All Information Required) Name: �L� S Address: D WUa 2':-Z;- '' Cot E Cross Street: Phone No.: g 9 1 Bldg.Permit#: �',� Q�' email: , 1-f g A,!: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 4- 24 6-r, CLPJ rr-L 4 Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION O � 111 [) 0`7 t� E Q E OL, _ B ILDING DEPARTMENT- Electrical Inspector DST - 6 2025 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 o • Full cling Department Southold, New York 11971-0959 ab� .,.., a.� ;s `' '`'id Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: , Company Name: C_ Electrician's Name: License No.: �,--� Elec. email: Elec. Phone No: JZI request an email copy of Certificate of Compliance Elec. Address.: Flo a5 r � I ' JOB SITE INFORMATION (All Information Required) Name: Address: Aa400 c-QL C 2 + - Cof�A-&E Cross Street: Phone No.: i Bldg.Permit #: email: MA4,ZdA Tax Map District: 1000 Section: Block: tot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �e �- 111Db� PERMIT# Address: Switches 1 Outlets ; G F I's Surface Sconces H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven q,-V%t Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Water Bond Carbdn - Micro Grb.Dis Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo :! Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments Scott A. Russell a ° uF �� 5TOPLI��l WAT]ER, SUPERVISOR o AWAN AGl]EAMI ENT -r SOUTHOLD TOWN HALL-P.O.Box 1179 O 53095 Main Road-SOUTHOLD,NEYVYORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT I1�VOL17]E AN OF THE E 1FOI.IC.,flWING: (CHECK .ALL THAT APPLY) Yes No ❑� A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[� B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 11 100 feet of horizontal distance. ❑p D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. 00 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. _____ .._.... .. ... .._...__ _... S•�•.T.iv'l. 1000 Date: i APPLICA (Property Owner,Design Profea5:ona A ent Contractor;Other) �' O District \'T NAME: SZ 5 o �P � mr S'ection Block Lot z? y" � -C?R BUIT IN"G De 1.1 N.PARTT USu_ CINLY:.:x:,: Contact Information: �J� f 2 7� T.Lplwv�Numbrr: Reviewed Bv: - - — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — E1Approved for processing Building Permit. Storm water IManaaemew Control Plan Not Required. �(Jc* I6ICA Stormwater Iv4amuemew Control Plan i;Reiltlired. (Fon and to Digineerhig Department for Review) FORNM ° SiMCP-TOS IAY 2014 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: May 3, 2016 TO: Rob Brown (Brooks) 205 Bay Street Greenport, NY 11944 Please take notice that your application dated April 15, 2016 For an amendment to building permit #40131-Z, to include a dormer addition to an existing seasonal cottage at Location of property: 65490 Route 25, Greenport,NY (Breezy Shores Cottage#4) County Tax Map No. 1000 - Section 53 Block 5 Lot 12.6 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations are not permitted pursuant to Article XXIII, Section 280-123 A., which states; "A nonconforming building containing a nonconforming_use shall not be enlarged, structurally altered or moved, except as set forth below, unless the use of such building is Chan e to a use." Au ig ture Note to Applicant: Any c e or deyia ' -the-above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. ALL2 3 4 5 6 7 8 9 10 I I 1 2 13 14 1 5 1G I 7 i',01 ER 146 VRO G) CcoES OF -ovit4 CCDr_- f,ate f-v REOU I RE r_j AN" CON S K 0 " '-8 1/2 G-,5 112" RE51DEMAL GENERAL NOTES .6 TIP UST EES, M15C. GENERAL NOTE5 ].THIS PROJEC 15 RENOVATIONS TO AN EXISTING SEASONAL SINGLE FAMILY RESIDENCE,CLASSIFIED AS 2.THE HEIGHT)F THE BUILDING AS DEFINED BY THE RESIDENTIAL CODE NEW YORK STATE WILL BE 15'-9". 3.THE TYPE OICON5TRUCTION 15 TYPE V(B). 0 4.ALL WORK STALL CONFORM TO THE REQUIREMENTS ENTS OF THE 20 10 PE51 DENTIAL CODE OF N.Y.5,AND (3) 2"x 5" P.T. THE AF il,PA WOD FRAME CONSTRUCTION MANUAL 1995 SBC HIGH WIND EDITION. R,E TA 1 N' S-10 R A I r 5.DESIGN LOA,CALCULATION ARE BASED ON: FUIF,11SUANT TO CHAPTUi 236 LIVE LOAD:AS ERTABLE P301,4,RESIDENTIAL CODE OF NEWYOPKSTATE. DEAD LOAD:CACULATED AS PER R301.3 AS PER PCNY5. OF THE TOWN CODE. SNOW LOAD:4 PSI GROUND SNOW LOAD(AS PER FIG. P,301.2(5)RCNYS. 0 z SEISMIC DESIG CATAGORY"C", FOR 120 MPH 3 SECOND GUST. 21-xGl' i= b 30 NLOCATION LIV0 LB.E D12 EAD L13GODELECT LIMIT 4/ P,77 fz I ST.FL 4 2ND.FL.(SLEERREA) 30 LB. 12 L13GO rl IATE: P.# ATTIC(NON STRAGE) 20 LB. 10 L13GO ROOF 20 LB. 15 L1360 (3) 2'x 8"P.T. G.THE ARCHfT-,T ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS.METHODS, FF z_0 PY: .......... _ :�, CEPART�vl;71-_ T AT u,- TECHNIQUES,eQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN r-.1 AM 10 4 P%ll FOR THE CONNECTION ATH'111!WORK. IN�7'FC72)NS: (3) 2"x 8"P.T. _j J THERE ARE NO VARYJNTIE5,NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED OR I I X F -QUIF Q) C IRED IMPLIED IN THE.SEDTHESE PLANS. 10"N' - 'T A10 Rr 9 coo Cb* 7.CONTRACTORTOVRIFYALL DIMENSIONS BEFORIESTARTING CONSTRUCTION.DO NOT SCALE -0-, POURED 'RETE A CONC 6�0, DRAWINGS,FOL0",'IMENS,IONS ONLY. FR.,Vllh,�G & PLUMBING �3 8.CONTRACTOR(S)5kLL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR SUILAT I ON 0) VVIA, CONCRETE 50NOTUDE DESCRIBED ON THESPRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS NOTED. ON 2'X 2'X I'D. CONCRETE CONTRACTOR,SHALLJRNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO COMPLETE THE cl,j',,I'_'TRUCT!ON MUST 0 40* Lu WORK. 7-, (-,O',�,11PLETE F-0-M C.O. @v PAD AT 3' BELOW FINAL GRADE -------- 9.ALL MATER.IlL SHL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS -17 r. .1 ON UNDISTURBED SOIL ffY`P) AND SPECIFICATION,. N SHALL l­ l;TF TIO' f;jlEET THE 10.CONTRACTR STALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF OF THE CODES OF NEW 7 x&'P.T. F,,Erv!E_ ITS 0 OCCUPANCY. NOT RESPONSIBLE FOR OR CO!'11ST RUC TION ERRORS. (3) 2"xb"P.T. H-1 DEMOLITIN OCCUPANII� OR 0 1.CONTKACTCSMALL DEMOLISH WALLS, FLOOR, AND PARTS OF EXISTING ROOF AS INDICATED ON SS DPAWNGS ANAS NECESSARY,AND REMOVE DEBRIS, USE IS UNLAWFUL 61 - J 2.CONTRACT(SHAH DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORr,AND OR bZ V) I N5TALLATION-NEW YORK. 3,ALL NEWYa SHALL MATCH AND MEET PLUSH TO EXISTING WORK AS CLOSELY AS POSSIBLE UNLESS 0 83 WITHOUT CERTIFICATE ok/ OTHERWISE NeD. a-- 4. EXISTING FUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING Z OF OCCUOPRANCY d DEMOLITION A)CONSTRUCTION. 7, z Lu z z 5. CONT PACK SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND U) V d F- -3, TELEPHONE SElICES AND MAKE ARRANGEMENTS FOP,HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT m LO Lo �D AS NECESSAK I BROOKSD NJ'- N: (o 2 fOUNDAT)N5 LIL 41-011 1.ASSUMED 9L BEARING CAPACITY. 1,500 lb.roci.Ft. o 2.CONCRETE)BE PLAIN,REINFORCED,3,000 p�.-28 DAY TEST. 3.ALL NEW FOINGS TO REST ON VIRGIN,UNDISTURBED SOIL, RESIDENCE (3) 2" 8"P.T. GENERAL 01\15TRUCTION 96 ok/ 1.PROVIDE ALABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO v - COMPLETE ALLICOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR Lu REASONABLY PLIED AS NECESSARY TO COMPLETE THE WORK. 2. FASCIAS,eFITS AND EXTEPIOP TRIM SMALL MATCH EXISTING. @ > REMOVE EX15TING 3.INTERIOR TP 61-1ALl MATCH EXISTING. Q. 6� STAI R S09 4.FRAMING EVENTS: < A.ALL rMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 OR BETTER, 41,1�`.F B.ALL EINEERED LUMBER SHALL BE AS INDICATED ON DPAWNGE,AND SHALL BE INSTALLED,CUT AND DRILLED RCCOKDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. 7!iC ARC­i,!Il!`7c-,V, NEW STAIR C.ALL 5ATMING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. D.ALL 9 FLOORING TO BE APA RATED STUPID-I-FLOOR,EXPOSURE 1.314"MIN,THICKNES. 4(0 E.ALL MDEK5 G-O'l AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,EV-O'AND OVER LOCATIONS. WITH TRIPLE UIGHTE,ALL HEADERS SHALL BE A MIN,OF(2)2'-x8"OR AS SHOWN ON DRAWING. Ln F.SOLID-OCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PEP,N.Y.S.CODE C-) OR AS NOTED 6-0"O.C.MIN..PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. C) G.PROM-5 DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)09 AS NOTED ON DRAWINGS. H.FROM:DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON EXISTING FLOOR. 5.6 1 ae DRAW NG. I.ALL FoIl WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL 74 co J.NAILINI,��JHEDULE SHALL BE AS PER N.Y.S.BUILDING CODE AS A MINIMUM.ALL 21NG,STUDS PROPOSED FLOOR:8.0' 7 CONNECTORS/-7IMPSON"ORAFPPOVED EQUAL. __L------- 3) 2"x 8"P.T. 0 4- - - SHALL RECEIVE )Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE GALVANIZED. 5 E BUILDING TO BE RAISED ATTACHED NAVY-,SCHEDULE. E 4- ON EXISTING FOOTPRINT W DRYWELL K,PLYWCO SmEATMING TO BE NAILED 5LI NAILS @ 4"O.C.EXTERIOR EDGES AND Gd NAILS @ 12" ------ Aj O.C.INTEPMOTE, SEE ATTACHED NAILING SCHEDULE. REMOVE EXISTING `(o L.ALL iwloP AND EXTERIOR FINISHES TO BE SELECTED BYOWNEK. M.ALL VF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE STAIR "DIAX 3'6"D. OUTDOOR TYPE CONNECKS BY"SIMPSON"OR APPROVED EQUAL FOR TIMBER PILE FOUNDATIONS,PROVIDE 40 SHOWER j HURRICANE CS A'ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. 5,ALL NEW W)OW5 TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RESISTANT AS Aj 7'-7 7/8" 7'-7 7/8" 1-7 REQUIRED, (o LOAD PATARE INDICATED BY SECTION DRAWINGS, Go 7 CONNECTIO SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF 4 PA WCFM-1995,(SEE NAIUNG G ....... SCHEDULE) ov 8,FLASHI NG ALL W NDOW AND DOOR OPENINGS SMALL BE EPDM OR,APPROVED KUB5ERI2ED IV-* ­1 MEMBRANE, Lu 1> 0. FLASHING ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. 10.STEP FLA_NG 5MALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT STEP FLAEHIhXND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND 221-11 112u CHIMNEY,ANDOF AND WALLS. 9 71 1 1. IN5ULATIGHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWNG5 AND SMALL BE 2-112 b. NSITY FIBER-GLASS BATTS CONFORMING TO THE SPECIFICATIONS FOR FIBROUS GLA INSULATION. NAAMM STANDARD 51, 1 L�-70, PRE-FORMED 1. 0- 2.NEW INTER DOORS SHALL MATCH EXISTING. 0 :3. NEW HARARE SHALL MATCH EXISTING, 14.GYPSUM NR0 SMALL BE EASED EDGE TYPE,CONFORMING TO ASTM C36,AND SMALL BE o "ShEETROCK'BY L1.5,GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE (n 3" 112' 15.ALL NEW REPAIRED GYP.BOARD SHALL BE TAPED AND SPACKLED THREE(3)COATS.ALLEXTERIOP < 0 f 0 U N DAT 10 N P L A N CORNERS SH HAVE METAL CORNER BEADS, z nn 0 SCALE: 114"=1'-0" PLUMBIN I.PROVIDE ARBOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES NECESSARY'COMPLETE ALL NEW PLUMBING WORK REQUIRED BYTHF DRAWINGS BROOKS COTTAGE AND SPECIR PION5,OR ZEASONABLY IMPLIED AS NECESSARY TO COMPLETE THE Lu WORK. C) #4 BREEZY SHORES J, 2. CON FOITO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WTH sl LAN REGARDS TaTEP SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE NAILING SCHEDULE APPROVED"1 OF CERTIFIED WATER,SAVING PLUMBING FIXTURES"AS PUBLISHED BY GREENPORT, NEWYORK CLIMATIC AND GEOGRAPHIC CRITERIA THE NEW Y05TATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, GROUND SNOW LOAD 20 PSF IFER FIG. R301.2(5)RCNYS) (PER AF$PA AM EK;CAN WOOD COUNCIL WFCM FOP, 3. ALL WORN THE PLUMBING SYSTEM SHALL BE PERFORMED 13YOR UNDER THE ONE AND TWO FAMILY DWELLINGS 1905 SBC HIGH WND EDITION) SUPEPVISIOF A PROPERLY LICENSED MASTER PLUMBER, UPON COMPLETION,THE WINE)SPEED 120 MPH (PE;R.FIG.R301.2(4)KCNYS) PLUMBER St PROVIDE A SOLDER CERTIFICATE AS REQUIRED BYTME TOWN OF 7 BASED ON SURVEY BY YO ND YOUNG SEISMIC DESIGN CATAGORY B PER SECT.R301.2(2)RCNYS) JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING SOUTHOLD. ( WINTER DESIGN TEMP I 11F :PER,TABLE N 1 10 1.2) 4 THE CON'CTOP SHALL OBTAIN,SUBMIT,AND PAY FOR, ALL PERMITS, FLOOD ZONE X !PER.FEMA MAP) ROOF FRAMING CEPTIFICATK, LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL,STATE,AND < FROST LINE DEPTH 3G, RAFTER TO TOP PLATE(TOE-NAILED) 3 PEP,RAFTER FEDERAL AUIRITIES,AND ANY OTHER APPLICABLE JURISDICTION.SURVEYORS Lu WEATHERING PROBABILITY SEVERE (PER FIG. K301.2(3)RCNYS) CEILING JOIST TO TOP PLATE(TOE-NAILED) 3 PER JOIST DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOAD5) CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP ELECTRIC FOR BREEZY SHORES COMMUNITY CEILING JOIST LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP ROOMS OTHER THAN SLEEPING 40 F51 (PER TABLE 301.5 RCNYS) RIDGE STRAP(EACH END) 2 PER TIE 1.FURNISH(LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES v v SLEEPING ROOMS 30 F51 �PER TABLE 301.5 RCNYS) NECESSARY)REQUIRED FOR.PROPER AND COMPLETE INSTALLATION OF ALL NEW BLOCKING TO RAFTER(TOE-NAILED) 2-5d EACH END SCTM NO 1000- 53- 05- 12. 6 ATTICS WITH LIMITED STORAGE 20 PSI ?ER TABLE 301,5 RCNYS) ELECTRICAL STEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END CONNECTIOrO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WRING,LIGHTING, < ATTICS WITHOUT STORAGE 10 PSI STAIRS 40 PSI !PE K TABLE 301.5 RCNYS) WALL FRAMING SERVICES.F)ERS,D15TPIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO LL DEC. 30, 2010 APPLIANCES ROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICESO RENOVATIONS TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT % TOP PLATES AT INTERSECTIONS(PACE-NAILED) 4-1 Ga JOIST EA,91DE WITHIN THE DPE Or THE WORK AS SHOWN ON THE APPLICABLE DPAWNGS AND AND SPCIFILION15 AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND STUD TO STUD(FACE-NAILED) 2-1 GLI 24"O.C. INCLUDING GNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND HEADER TO HEADER(FACE-NAILED) 161 1 G"O.C.ALONG EDGES ELECTRICAL STRBUTION SYSTEMS. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gcl,3-1 6d,4-I Gd PER 2x4,2x6,2x6 RESPECTIVELY 2.ALL VVOKHALI CONFORM TO THE REQUIREMENTS OF THE 2010 ELECTRICAL 20 � BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, CODE OF WORK STATE,THE NATIONAL ELECTRICAL CODE, NFPA NO,70-1984 END JOIST OR BLOCKING(FACE-NAILED) 2-1 Gl PER FOOT (NEC), LOCbTlUTY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA), FLOOR FRAMING THE NATIONELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER f, APPUCABLE)DE5. IN THE EVENT OF CONFLICT,THE MORE STRINGENT FEMA BASE FLOODPLAIN EL. 6. 0 JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAZI ED) 4-8d PER JOIST PEQUIREME1 WLL APPLY. BRIDGING TO JOIST(TOE-NAILED) 2,5,1 EACH END 3,ALL PROCTS USED FOR,ELECTRICAL WORK SHALL BEAR THE UNDERWRITERSBLOCKING TO J015T(TOE-NAKED) 2-5d EACH END LABOKATOR,INC.LABEL AND BE SUITABLE FOP,THE ENVIRONMENT IN WHICH THEY BASED ON FEMA MAP #36103CO159H 9/25/2009 BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK WILL BE INS-LED, SITE PLAN AND LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Ga EACH J015T 4.ALL MFON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE JOIST ON LEDGE TO BEAM FOE-NAILED) 3-661 PER JOIST SUPERV;SICDF A PROPERLY LICENSED MASTER ELECTRICIAN. F=OUNDATION PLAN BAND JOIST TO JOIST(END-NAILED) 3-1 Gd PER,JOIST 5.THE COWCTOK SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER,FOOT AND INSPEON5 AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, DRAINAGE CALCULATION : ROOF 5HEATHING AND ANY OIR APPLICABLE JURISDICTION. G.CARBONDNOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES 777 SF x 1 x 0. 17 132. 1 CF STPUCUPAL PANELS 5d (TABLE 3.8) SHALL BE CNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL DIAGONAL BOARD SHEATHING SWITCH, LICORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS �(Gl'0 P I"x8" 2-8d PER SUPPORT AUNOTACPTA5LE, ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH PROVIDE (1 ) 8'DIA x 3'6"D DRYWELL (147. 8 �:lx I 011 OR WIDER 3-5cl PER SUPPORT SLEEPING GITER5 ARE LOCATED. 7.CEILING SHEATHING STASTMO AKNED[EE CRTEOSPIDS NINT ICAOL CNFOODROFN CNEEW W YITOHR TKH SE EALTEEC,TTRHC AFCOA DNEA TOIOF NNAWYROERK < Cr F CAPACITY) GYPSUM WALLBOARD 5d coolers 7"EDGE/ I O"FIELD ALARM COCNO,72-1993 SHALL BE PROVIDED OUTSIDE!EACH SEPARATE SLEEPING WALL SHEATHING AREA, IN EA SPLFEPING AREA,AND ON EACH FLOOR LEVEL. STPUCURAL PANEL 8D (TABLE 3.9) SEPT 9, 2015 0 FIBERBOARD PANELS 7/1 G" GD 3"EDGE G"FIELD 251321 6 D 3"EDGE GI FIELD GYPSUM WALLBOARD 5d coolem 7"EDGE 10"FIELD HARDBOARD 8d (TABLE 3.0) CD PARTICALBOAPID PANELS 81 (TABLE 3.9) -D A CIF R(, ITISAVIOLATIONOFTHE DIAGONAL 130APD SHEATHING 1"xG"OF I NO' LAW FOP,11,11,11Y PERSON, 2-8d PER SUPPORT IN 10"OR.WIDER 3-8d PER SUPPORT 0 UNLESS AC7iNGUNDEr?THE f LOOP,5HEATHING DIPECT ION OF A LICENSED I STRUCURAL PANELS ARCHITECT,TO ALTER ANY Lu OR LESS 5LI G`EDGE/ 12"FIELD ITEI'l ON THIS DRAWING IN CD GREATER THAN I" J, DIAGONAL BOARD SHEATHING I Od G"EDGE/G"FIELD ANYWAY.ANY A-ITHOPIZED I'xG'OK I N& 2-8d PER SUPPORT A1.7 EFUIV710N MUST BE 0 I Ix I 011 OR WIDER 3-8d PER,SUPPORT NOTED,SEALED,AND C" DESCRMED IN ACCORDAACE CIZ LA E: W. WITH TH I I 2 3 4 5 G 7 8 10 II 12 1 3 14 1 5 1 G 1 7 Foundation Notes: The contractor is to verify all Measurements in the field and any discrepancies are to be brought to the Engineer prior to construction, - All concrete psi after drys minirnum. 1_�% I 4 4-0" rM E NEW WINDOWS _ _ I 1 2 - All rebar AST M A-615 Grade 60. NEWOP U) z 0 Q 3 - Footings are to be installed on undisturbed virgin soil. The bottoms of all STO AND footings are to be installed a minimum of 3' below grade unless indicated STEPS 0 LU otherwise, 0 z J 4 - Backfill around footings and pier is to be clean material and is to be mechanically compacted in 6" lifts to 95% of maximurn dry density, 5 - The areas below the building are to be filled with clean soil to grade level. OL Framing Notes: The contractor is to verify all measurements in the field and any LU r to NEW discrepancies are to be brought to the attention of the Engineer prior' STOOP 5imp5on H2.5 construction. AND ZMax Tie5 All FJ to Existing 2xG FJ All Beams STEPS zo I - The 7 1 by 7 1 beams are to be ACO No. 2 Southern Yellow Pine, 2 2 W 7 x 7 ?I P enmeter 2 - The 5.5 x 9.5 beams are to be Level 3 Wolmanized Parallarn by il-evel Trus Joist. LL _WooCi 13lockjncj 4- 5imp5an LCBGG for LVL Beams and at Piem 3 - All straps, connectors, bolts, nails, etc. are to be galvanized, ZMax LU 9 77" F \4 5.25 x 9.5 Level 3 LCB88 for 7 2 x 7 2 Beam All are coated or,stainless steel. Designated conne ap ctors, str etc. on these Wolmanized Parallam to be zMax 5T() drawings are made by Simpson unless indicated otherwise. All connectors, �4 /rIETW DOOR AN straps etc. are to be nailed/bolted in accordance with the manufacturer's 5 PHASE GRADE 1811 0 5onotube Pier5 specifications. EP J, • No, 5 Rebar 0* 1 G"x I G" CONCRETE U-1 40 FILLED REINFORCED 1,,-1� D/1— No. 5 Rebar > CONCRETE BLOCr, PIERS BELOW Scope of V11ork 2'G-1 x 00 GRADE (PERIMETER x ONLY). 10" Footing AF'CHi'11 t i:I I-- 1-1-: !'i*E� �,A! Secure the services of a surveyor to verify the existing elevation of the grade around the building and the first floor, of the building. Adjuist the 2'G"x 2'G"x 1011 foot"\,J - In Rlfwovt: DOOR elevations shown on the drawing as necessary to assure that the top of the Q - � ��t_ �_� _�_ _���_x_�-__. µ. _ O N�W WINDOW I-01 /PHASE 10 2 finished floor is 2 feet above the Base Floor Elevation at the conclusion of C\1 the work. REMOVE NOTE: EXISTING WINDOWS TO BE REPLACED EXISTING OUTDOOR 11 FOUNDATION PIER SECTION SCALE 112"=J 0" *Install erosion control systems as shown in the plan. STEPS SHOWER I EXCEPT AS NOTED Pump standing waterfrom areas below the building into the dry wells. Q) 11 Install (1) 8' x 3.5' deep precast concrete dry wells in area of lot shown in the site drawing on this page. Excavated soil is to be mixed with clean sand and used to backfill area Linder building 41-01- W G R 0 U N D f LOOP, *Install temporary shoring under existing building. The building is to be SCALE: 114"=P-0" raised to an elevation at least I foot above the final elevation to facilitate installation of the foundation system. (S) (n 7-Z 7--Z--Z7-=--Z7-7--Z--7 NOTE: EXISTING STRUCTURE(EXISTING FOOTPRINT) Remove existing brick foundation and other debris from areas below the < INDICATES N5VVWALL5 TO BE RAISED ONTO NEW FOUNDATION AS INDICATED ON FOUNDATION PLAN AND SECTION, building. All material is to be removed from the site and properly disposed. TO COMPLY WITH FEMA FLOOD MAPS. OUTDOOR EROSION CONTROL MEASURES INDICATES EX1,15TING WALLS TO REMAIN SHOWER AND STPES AND LANDING5 ARE NEW, NOTE: EXISTING TO REMAIN EXCEPT AS NOTED 1. IN ACCCRI)ANCE11VITH THE PROVISIONS OF THE U$EPA G;ENERAL PERMIT AND Excavate soil as. necessary to install new poured concrete footings and BROOKS COTTAGE THE NYSDEC,DURINIG THE COURSE OF CONS TRUCTION,CERTAIN EROSION AND piers. Excavated soil is to retained below the building as much as possible, LU 8 E D 0MENT C- 0 NTRO LMEAS UR E-S tv!AY')EC OM E NE CE SS A RY TO P RE Vr 1`41T THE [) #4 BREEZY SHORES TP,ANSPORTOF SEDMENTTO OFF-SITE AREAS,PONDS,ViATER COURSES,DRAm'S Install new floor beams as shown in the plans, GREENPORT, NY INLETS,RECHARGE BASINS,ETC- ACTUAL EROSION CONTROL MEASURES WILL BE (V CONDITI DCTAT ED BY FIELD ONS AS ONSTRUCW)N PROGM ESSES,BUT THE, LU -LBF.OBS�IIAI -E RVED: Set existing structure down onto new floor framing system and secure all floor existing joists to the beams as indicated in the drawing. U N 1)18 T U R BE f-.0. CLEARNG AND GRADING SHALL BE SCH'DULE0,90 AS TO MINW2E THE-f 1ZE 01F EXPOSE D AREAS AND THE LENG"FIA OF TIME TFWr AREAS ARE EXPOSED. Backfill the areas below the building to the existing grade elevation with THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE VINMIZED TO REDUCE RUNOFF VELOCITIES. clean sand mixed with soil excavated for the dry wells and any material BEAM SEDIMENT SHALL BE REIAINED ON THE SITE. excavated in order to install the footings. LL —-------- RENOVATIONS SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTA1.1APON AND MAINTENANCE OF EROS't URES SHALL CONFORNA TO THE'NEW YOLK GUIDELINES FOR E ROSION AND SEDINIED Install alLIminum gutters and leaders along thefront and rear roof edges. CONTROL MEA, C� CONTROU. ;J Install 3"0 drainage pipes underground from the front and rear northern 2. SEDIMENT BARRIERS(SILT FEN--E,HAY BALE',',OR APPROVED EQUAL)SHA.Ll. corners of the building to the dry wells. LU BE!N87ALLED AS REQUIRED ALONG THE LIMITS OF DISTURBANCE FOR THE DURATION OF THE APORK NOSEDIR,iEt,!'TFROkl THE SITE Sfii','I,,LB.PEr-,NiirTEDTOWAI�':HO 0 CL f °� �; i 4 '! ADJACENT PROPERTIES,VVE-TI-ANDS OR ROADS, R. U) LU Regnade excavated areas and around building and plant grass seed. 0 0 0 0 (L 3. GRADED AND STRIP TED AREAS AND S TOCKPILES SHALL BE KEPT 5TABil-QED FLOOR PLAN t, lu tu THROUGH THE USE OF TEMPORARY SEEDIN(3 AS RECIIJIRED. SEED'MIXTURES LU I SEC BE IN ACCORDANCE TION 4, D iRAINAGE INLETS INSTALLED AS PARTOFTHIE PROJECT SHALL BE PROTECTED NOTES F I",0M S 10 IME NT 6 U I LD L!P T H RO UG H 7 H E US E OF'SIE DIME Nrf 8 A RR)E:R SE DIM,"INT Floor& TRAPS.ETC.A_„_ ( E . Iry INSPECTION AND MAINTENANCE OF ERO��IONCONTriOLIVr-A-SURESISI*OB':" F PERFORMED DAILY BY-TH5E CONTRACTOR PRIORTO THE STAR'l-OF11"'ONSTRUCTION z FOR THE DAY AND AFTER HEAVY OR PROLONG EDSTOMMS. MAINTENP.NCE J A.,2 MEASUPES INCLUDE,BUITARE NOTILIMTED TO.CLEANINGANDIORRE-PAIROF Sf�.,DIMENIT BASINS ORITRAPS,SEDIIMEN'T BARRIERS,BERNI�,DIVERSIONS AND INLET 5EPT 9, 2015 0 TECTIOIN. V" PRO I'D S. APPROPRIATEMEANSSHALLBE USED TO CONTROL DUST DURIING; CD CON57RUCTION. ED AR ITISAVIOLATIONOFTliE LAW FOR ANY PERSON, UNLESS ACII ING UNDER TH 7, A STABILIZED CONSTRUCTION ENTRANCE HALL BF NVAINTAINEDTO PREVEN� E NEW FOUNDATION5 IN PLACE, SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS, THIE DIPECTION OF A LICENSED NEW FOOTINGS SEE -rECT,TO ALTER ANY A2 ENGINEERING PLANS. CONST)RUCT;ION EffTRANCE SHALL BE MAINTAINED UNTILTI�Fz SMEIS PERMANENTLY V ARcHi Lu STADLIZED, ITEM ON THIS DRAWING IN r. ANYWAY.ANY A'.171-11ORIZED 5 ff C T 1 0 N 8. SEDINIENT BARRIERS AND OT HER ER08 ICON CONTI ROL 1141EA-SURES SHALL ALTIERATION MUST BE RE?,41AIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PE RMANE NTLY STABILIZUD. NOTED,SEALED,AND STABII 2 4 N- DESCR!!3ED IN ACCORDANCE SCALE! 1/4"= 1'0" AF7ER PERMANEN1, 11,�AT ION,PAVED AREAS SHALL BE CLEMED AND THE WITH TRE'LA111. DRAINAGE'SYSTEM CLEANED AND FLUSHED AS NECESSARY. I I 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 11 7 Ln REMOVE VENT, PROVIDE 2'x2' (�(� NOTE: ROOF STRUCTURE TO BE AWNING WINDOW W/POLECRANK, PATCH AS NECESSARY. _�_..�,.__,_.___...._._...__._..._______......,.,._..______,_....__.,_......________.__.____._._._ RAISED 12"-_..,_._..,....._.,_�.___._._�.,,__,_.__.._,,._..,�..,.__..__..._.___....-.. • NEW CEDAR SHINGLE ROOFING NEW CEDAR SHINGLE ROOFING t.....,..Nr ��.a REFRAME FOR AND PROVIDE NEW LOCATION FOR EXI5TING DOOR(REMOVED)PATCH AS i i� EXISTING SHIP I ,` NECESSARY. ... f It ; f' LAP SIDING TO ! ' -r s REMAIN- C,I REPAIRI ! "f 5/4"x4" AZEK ry REPLACE AS i _DOOR ��-Y� — ' ry • t i., NECESSARY, .rvµ _., �_.`_ __ `I... WINDOW 1 SAND RIM, ; ;+ t I :; ; r: _ a_ REPAINT f i, f }f r':::':::::.::... ::'y Y - .. ;. ._.. .__ '. "'�f t ;..� —If ,i_....•::-r...,, :i7+ f t I i i I it .. _,t.. SI (i 3 ti ry tk.., , fi._,.• ..l..._...:_.,__..I� III i : I '�� ! ,._.",,......._.,. �l ;!._.,^... i !; � V , NEW D,H. Lu WINDOW ? ? i t ( �Ir 1 ° �._,.J _-•__I } l, l' sI I; II ',±` ,,:} ;° �.__ :_;_.._i........,.. _. IN EXISTING FRAME ? ; ?, , } } ! ,I ; _... ..__._. ..,.__. ...w:.M 1 ... .,, , , ,., i NEW D.H. \GgNt,,6 `9�1 1 OPENING. _.....___-_..,, , lF c,.- ��. EXISTING FRAME ,i OPENING. .i' P•J r"� }..) :I. " ,—"'",:-,�,rxF-,•.,,.,,•.,s,.;�... {- ..,.__ .,.,_.,,.,...... E r• ; I 1 _ , }.....)........,_)!.......,,,.,., . 1. , , ... .,,..,,...,•y ,...+,:..�� !� iS ; I' .....................r......,...J..,.. .t..l.-.....d..,..,, a n. .:. , :.... ..,..-. ... t s 3. ,..u_al_i..x ...,,t.a,..k.Ji...«:....:.x. ..:....,,.x:..a...,,,..lA,:;..::...! : .1._:1...._,,.. , .. a. .) . . .............. ail G : ? i f ' i Y, f� i t ., •N M ,. n 1 bL c, I"x8" AZEK .' NEW 57EP5 AS � -, ... i ; ! NECESSARY LATTICE �7AIN I"x8"AZEK uj [z0AD SIDE ELEVATION WEST ELEVATION PHA5E i PHASE 1 SCALE : I/4"= I '0" SCALE . 1/4"= 1 'O" Lu , in CD Lo • _�__,_ ? NOTE; ROOF STRUCTURE TO BE -- RAISED 12" z i REMOVE VENT, PROVIDE 2'x2' _-•___._-,._,.. ._....,..,..._.._._ _ _ _. _.. ., __. _. _ _ _ _ _ ._ NEW CEDAR SHINGLE -' - � I 1 ROOFING f .,- � AWNING WINDOW W1 POLE CRANK, PATCH AS NECESSARY, _ I Lu NEW CEDAR SHINGLE -''} � �'�•.;��-• I"X6'AZEK FASCIA Q -�•--- �--•--- ROOFING (..Y:..:.: -:,'� -•.� .;.....,.. BOARD EXISTING SLIDING GLASS DOOR TO REMAIN. EXISTING SHIP 5/4"x4"AZEK � PHASE I <C _ A5-E3UILT WINDOWS LAP SIDING TO DOOR TO BE COMPLETED SPRING 2015 C _._..............._._...-..,.._,•.__..,,_,.._.. _..._.. ,_._., e._.......,_.._,...�___,"_..., REMAIN- WINDOW NECESSARY z EXISTING SH 1 P ...... TRIM. i._.....•..__.,... ,,.._,ti ) f _,...,......,..,... .._.....,.._.,_... I v _.w , . ..__. ,..__..,._,.___._...__., I! � i :1:.W:l:,•if I AIR/ _ .,-.,_•"__..._, u -„..._....^,._.{ i I, ..,__,._._......_._.' _....._....-.,._.,..• i is REPLACE A5 tl;. ;1 LAP 51DIPJG TO : ;".;....�,......_. � ,.._,.....'::,:'�:`:'Y;..;_`�", ; ...:.::... : i �( � ! is I q •�Y{�: i � l _ +t i!`..,._...i} ;.,.._ iE ? III ( I; ; i , ,..t..__...�_ _.•' ! i i,. ...h_,._..;^_,.._.i, i 1 RAISE COTTAGE ,n REMAIN- REPAIRI s; l i; {, ? ;, !i i NECESSARY, ; ! 514 X4 AZEK NEW FOUNDATION V 1 D } „--.,_,..,_. ,: ; ' ; i !: f s! i SAND BROOKS COTTAGE J , f 1 ; ; :.:I:.:::.: .::>:-JI l REPLACE I i tl lr...-�... ,,_...,II REPLACE AS ; !; CORNER NEW PLATFORM AND STAIRS AT EXI; W NECESSARY, I !, # ! I I -NEW D.H. I ' �� I I, I _._,._.,__I REPAINT. D 15TING fs:.::.:, ; I 1 i BOARD NEW UPPER GABLE WINDOWS p #4 BREEZY SHORES SAND t REPAINT. ;' I _v . -_ ..... i. �: I ! ? I NEW ROOF E' it I '.--I wlNDow(E 5S). ; 14 ; { I ? ,I ► ..._,_,. GREENPORT, NY I; i Il ,; ! 1f ; I! I ! WINDOW.? f 1 ! r I ?s 1 I 'i LLJi ................._. _ r, ( 41 I .,. u-:i;'_ --.E,.'. ? la,...,....i.., ..,....,,:�'...! �... ti i; !i �: ,_ .1._ }.A... -.. .. I ' a ,i �#,_�.� 'li, ,.,..,�._^._.........,.....__.._..,, I,.....,................,_^......... i 1 '! i i %i I i 3: - ....;.:.r.':� ,I 't �� , "n ! t 't ! i T 1 ?• I' J. { I I I ! Ii it "'.•..._,,.,_,,..�r t ? 4? f I ; t, 'f t t � ; Ii ... .......I i �.. �. S� ,r✓r4 r.:!'� AC,LE" I i' 1�. '!! i '? J` :S. .., i' _"..^... ..,- .• ; !3 ii ti 1 ?i +lit �µ-. , J Q 3Lu I + :i i M ! f , yx _. 'fit• .. .. ., (... ..... .... ..... ...,..i.. 1. , a , , I t ..,. :,.) { ..,...:3... _;.l.....r...x,. •.b_ .,J.:..L. ! ., ,. ,. � ., q ..1 .,...1,1.,.,..., .,..r..,-..,...,,,..._5.:.,;._..«.!.'I ...:.........-;;.,.,.,.,r..,.,,r•._:,.r,..,r...r. ! .,,..,.. "Y,' I i i I _... 4.. "r,9t,• h F. . ., . .: ' ,,. i � ; f .. ,rr. .... .. ...... .. ...,. ,.....�.. i ( is i � - , RENOVATIONS NEW STEPS i (f;? ,;; rl�%E'er%�P I x8 AZEK I"x&*AZEK I„1'+.iTlt-;t". ..�3TAl iE,t i.1�1i'iC¢=, f�+l;',i ; PHASE U EAST ELE \'' ATION °- W AT E R 5 1 D E E L E V A T I 0 N :"•4 r:•,•,f;;( V, P H AS� I W ELEVATIONS PHASE I � PHASE I SCALE : i/4"= I 'O" SCALE : 1/4'= I '0" L z `0 SEPT 9, 2015 CD , OE.D ARC IT IS AVtOCL A.TIOH OF THE �`' 7 L g y�T L,A%V FOR ANY PERSON, UNLESS ACTING U Di=E�TFs1= F- A3 — _ DIRFCTION OF A LICE14SED 1�, APCI'fITECT,TO ALTER ANY W ITEI'•w�ON TI�IIS DRAWING 114 " A �.. [=Q �,I�13'tiu�^.Y.AI�IY�`,'v.TfiC3F31ZED ALTERATION MUST UE 0 041 �TFOr I NOTED,SEALED,AND �/ DESCRIEEI;INACCOz DANCE \ V°1iTH T IiE LAIN. I I 1 2 3 4 5 6 7 8 9 10 II 12 13 14 15 IG 17 _ Ln I K RESIDENTIAL GENERAL NOTES 6 6'-8 I/2" 6'-8 I/2" MISC. GENERAL-THI5 PRO CT I E RENOVATIONS TO AN EXISTING SEASONAL SINGLE FAMILY RESIDENCE,CLASSIFIED AS R-3. 2.THE HEIGHT OF THE BUILDING AS DEFINED BY THE RESIDENTIAL CODE NW YORK STATE WILL BE 15'-9". 3.THE TYPE OF CONSTRUCTION 15 TYPE V(B). I Q 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2010 RESIDENTIAL CODE OF N.Y.5.AND 'S _ - I i i i = I 2"X 8" P.T. I- ( THE ES t PA WOOD FRAME CONSTRUCTION MANUAL 1995 SBC HIGH WIND EDITION. 1- 5.DESIGN LOAD CALCULATION ARE BASED ON: LIVE LOAD:S PER TABLE R301.4,RESIDENTIAL CODE OF NEW YORK STATE. ' DEAD LOAD:CALCULATED S PER R301.3 S PER RCNY5. �j p SNOW LOAD:45 P51 GROUND SNOW LOAD(AS PER FIG.R301.2(5)RCNY5. "() - H @ 16"O.C. U U SEISMIC DE51GN CATAGORY'C',FOR 120 MPH 3 SECOND GUST. -_ co z4 II x 2"XG" 1= in LOCATION LIVE DEAD DELECT LIMIT 4 x x� N [� I5T.FL. 40 LB. 12 U3GO t n •30 N W J I 2ND.FL.(SLEEP AREA) 30 LB. 12 U3GO V ATTIC(NON STORAGE) 20 LB. 10 U3GO N ROOF 20 LB. 15 U3CO O 8 n ( (3) 2"X Ss P.T. I I G.THE ARCHITECT S5UME5 NO RESPONSIBILITY FOR THE CONSTRUCTION MEAN5,METHODS, �/ •3' 2 -f �- TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN I CONNECTION WITH THE WORK. (- I- - THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED OR (3) 2"x 8"P'.T. -{ IMPLIED IN THE USE OF THESE PLANS. O n M co- I O "•9'K/' c (-- -I 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE F F Q FOLLOW DIMENSIONS 8.C0 TRACTOR( S 5 HIALLN FURNISH 5 ONLY. D INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR DCCEI'TION5 S NOTED. cq S ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO COMPLETE THE LL,J 20 h• �� IO 8"DIA. CONCRETE SONOTUBE CONTRACTOR SHALL FURNISH L_J 2' '� 1n ON 2'X 2'X I'D. CONCRETE Lo WORK. a? 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS �) PAD AT 3' BELOW FINAL GRADE �p AND SPECIFICATIONS. ON UNDISTURBED SOIL(fW) I 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF OCCUPANCY. G I - - - - - - - - - - DEMOLITION 4 4 I I I ( (3) 2"x 8' P.T. I I I 1.CONTRACTOR5HALL DEMOLISH WALLS,FLOOR, AND PARTS OF EXISTING ROOF S INDICATED ON 17- •�� �� �_ 2.CALL DO ALL PATCHING REQUIREDNECESSARY,AND REMOVE 5. SEPT 9, 2015 WING5 AND DUE TO REMOVAL OF EXISTING WORK AND OR .CONTRACT R5H -I I- -I (- -I I- __I INSTALLATION OF NW YORK.3.ALL NEW YORK �\ OTHERWISE NOTED SHALL n J MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY ASP0551BLE UNLESS �4. EXIIISTI N AND U N9TRAND N ERIORS TO REMAIN SHALL BE PROTECTED AS DURING S8 ���� �� 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND ILul BROOKS j U U U U TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENTil �z-, cp O H O �q O I j S NECESSARY. r// N `� `xx� N `� N N `� °' FOUNDATIONS 0 (v- dJ I W J W J W J I 1.ASSUMED SOIL BEARING CAPACITY, 1,500 Ib./Sq.Ft. OC RESIDENCE �� I I 2.ALLCONCRETENW O`BE PLAIN,REINFORCED,3,000 pT BE DAY TEST. 4 O 3.ALL NEW FOOTINGS TO REST ON VIRGIN,UNDISTURBED SOIL. GENERAL CONSTRUCTION •96 _ AS1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS SPECIFIED HEREIN,OR UA �/ O I I I I (3) 2"x 8" P.T. I I I I I REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. O \� C 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. ` 44J 3.INTER OF TRIM SHALL MATCH EXISTING. ©S 09 I - -I I- -I I- -I I- -. _I 4.FRAA.MIANLL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 i7 OR BETTER. B.ALL ENGINEERED LUMBER SHALL BE S INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. �^�• NEW STAIR ��•�/' I C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. ') ((1� ,^^ X D.ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR,EXPOSURE 1,3/4"MIN.THICKNE5. tiu V J' �8 E.ALL HEADERS G'-0'AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0'AND OVER LOCATION. WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2"x8"ORS SHOWN ON DRAWING./ - AJ � CI7 F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S.CODE tp I I OR S NOTED @ 8'-0'O.C.MIN..PROVIDE 2'SPACE FOR AIR CIRCULATION IN ROOF. OI NOTED ON G.PROVID. � � • / 13 I H.PROVIV DOUBLE UP FRAMI G FMINGODUDER ALL.POSTS ANDND ALL OPENINGSTAIRS PARALLEL PARTT ONS OR AS NOTED ONS NEW FLOOR ELEV.:8.0' F 8 DRAWING. 70710 F` I.ALL FW`H WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS D-51MP5ON'OR APPROVED EQUAL. • __ J.NAIUNG5CHEDULE SHALL BE S PER N.Y.S.BUILDING CODE S A MINIMUM.ALL 2"xG'STUDS BUILDING RAISED ON I f I I (3, 2'X 8' P.T. I I I I SHALL RECEIVE; I Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE - ATTACHED NAILIIG SCHEDULE. ti�ARCH/ EXISTING FOOTPRINT � _ K.PLYWOCA SHEATHING TO BE NAILED 8d NAILS @ 4"O.C.EXTERIOR EDGE5 AND Cd NAILS @ 12" _ CCGP T W D R YWELL �• I I I O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. S 6Rp I- -, -a I- -i -I L.ALL INTEFJOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. C?� �� REMOVED EXISTING » �/ � M M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE STAIR D I A X 3 6 D. J TYPE CONNECTORS BY'SIMPSON'OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNE OUTDOOR W WI CTIONS. * yyySS �y;RJ v J 5.ALL NEW TO BE THERMAL INSULATED LOW-E GLSS,WITH ARGON GAS,IMPACT RE515TANT Se•••� A j SHOWER REQUIRED.7'-8" 7'-8° G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. f v�163Q1 CP 00 , I 7' 8 I 7.CONNECTION5SHALL BE BUILT IN ACCORDANCE WITH AN51/AFA PA WCFM SCHEDULE) -1995.(SEE NAILING qTF OF N�� 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED ''G MEMBRANE. 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. 9 /y O 10.STEP FLASH[%SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT `o �I �f F/r STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND 1 ^ . CHIMNEY,AND ROOF AND WALLS. �/ I 'I 1 1.INSULATION 5HALL BE BATT INSULATION OF THICKNE55 INDICATED ON THE DRAWINGS AND SHALL BE 7�`. 22'-I I I/2" 2-1/2 lb. DENSITY FIBER-GLS5 BATT5 CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED FIBROUS GLSSN5ULATION.NAAMM STANDARD 51, 1 b-70. 9 •96 12.NEW I O DOORS TING. 13. NEW SHALL MATCH EXISTING. 113 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO STM C3G.AND SHALL BE 1 "5HEETROCK 5W 5Y U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS 5HALL BE I/2' 15.ALL NEW ANDREPAIRED GYP.BOARD SHALL BE TAPED AND SPACKLED THREE(3)COATS.ALL EXTERIOR O F 0 U N D A T 10 N P L A N CORNERS SHALLIIAVE METAL CORNER BEADS. p PLUMBING D SCALE: I/4"=I'-O" I.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,APJD SERVICES BROOKS COTTAGE NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AND SPECIFICATIONS,OR REASONABLY IMPLIED S NECESSARY TO COMPLETE THE WORK. #4 BREEZY SNORES si LAN CONFORM 10 THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES 5HALL BE ON THE NAILING SCHEDULE APPROVED'U5TDF CERTIFIED WATER SAVING PLUMBING FIXTURES'AS PUBLISHED BY GREENPORT, NEW YOKK CLIMATIC AND GEOGRAPHIC CRITERI9A THE NEW YORKS7ATE DEPARTMENT OfENVIRONMENTALCONSERVATION. GROUND SNOW LOAD 20 P5F ((PER FIG.R301.2(5)RCNY5) (PER AF b PA AMERICAN WOOD COUNCIL WFCM FOR 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE ONE AND TWO FAMILY DWELLINGS 1995 55C HIGH WIND EDITION) SUPERVISION OIA PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE WIND SPEED 120 MPH ((PEP,FIG.R301.2 RCNY5) PLUMBER 5HALLPROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF BASEDO N SURVEY B Y YO N D YOUNG SEISMIC DESIGN CATAGORY B ((PER SECT.R301.2(2)RCNY5) JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING SOUTHOLD. WINTER DESIGN TEMP I I°F ((PER TABLE N 1 10 1.2) ROOF FRAMING 4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, SURVEYORS FLOOD ZONE X ((PEP FEMA MAP) CERTIFICATIONS LICENSES AND INSPECTIONS S5 REQUIRED BY LOCAL,STATE,AND FROST LINE DEPTH 30 RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER FEDERAL AUTHOUTIE5,AND ANY OTHER APPLICABLE JURISDICTION. WEATHERING PROBABILITY SEVERE ((PER FIG.R301.2(3)RCNY5) CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER JOINT F O R BREEZY SHORES COMMUNITY DESIGN LOAD CALCULATIONS (UNIFO)RM LIVE LOADS) CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP ELECTRICAI CEILING J015T LAP5 OVER PARTITION((FACE-NAILED) 3 EACH LAP ROOMS OTHER THAN SLEEPING 40 P51 ((PER.TABLE 301.5 RCNY5) 1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOL5,AND SERVICES RIDGE STRAP(EACH END) 2 PER TIE NECESSARY ANEIREQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW S C TM NO 10 0 0- 5 3-0 5- 12.6 SLEEPING ROOMS 30 P51 ((PER.TABLE 301.5 RCNY5) BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END ELECTRICAL 5Y5EM5 AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: ATTICS WITH LIMITED STORAGE 20 P51 I(PER TABLE 301.5 RCNY5) RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END CONNECTIOPI5 TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, ATTICS WITHOUT STORAGE 10 P51 WALL FRAMING SERVICES,FEED.P5,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO DEC. 3 O 2010 STAIRS 40 P51 ((PER TABLE 301.5 RCNY5) APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES RENOVATION S TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT WITHIN THE 5CCPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-I 6d JOIST EA.SIDE AND 5PCIFICATIC45 AND S NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND 5 STUD TO STUD(FACE-NAILED) 2-1 Gd 24'O.C. 9 9 20 ' INCLUDING CONNECTIONS PREVIOUSLY INSTALLED TRANSFORMERS AND . HEADER TO HEADER(FACE-NAILED) I Cd I C'O.C.ALONG EDGES ELECTRICAL DIS'RIBUTION SYSTEMS. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Cd,3-1 Cd,4-1 Cd PER 2x4,2xG,2x8 RESPECTIVELY 2.ALL WORK 5H;LL CONFORM TO THE REQUIREMENTS OF THE 2010 ELECTRICAL BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, CODE OF NEW"IRK STATE,THE NATIONAL ELECTRICAL CODE,NFPA NO,70-1984 �J END J015T OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT (NEC), LOCAL UILITY STANDARDS,OCCUPATIONAL 5AFETY AND HEALTH CAT(OSHA), n FLOOR FRAMING THE NATIONAL EECTRICAL MANUFACTURERS'S5OCIATION(NEMA)AND ANY OTHER APPLICABLE C0115. IN THE EVENT OF CONFLICT,THE MORE STRINGENT FEMA BASE F L 0 0 D P L A I N E L. 6. 0 JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST REQUIREMENTS WILL APPLY. ., BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END 3.ALL PRODUCT?USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS BASED ON FEMA MAP #3 610 3 C 015 9 H 9/2 5/2 0 0 9 BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY U SITE PLAN AND BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Cd EACH BLOCK WILL BE IN5TALLD. LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH JOINT 4.ALL WORK ONTHE ELECTRICAL 5Y5TEM SHALL BE PERFORMED BY OR UNDER THE W FOUNDATION PLAN J015T ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER JOINT SUPERVISION Of A PROPERLY LICENSED MASTER ELECTRICIAN. BAND J015T TO J015T(END-NAILED) 3-1 Gd PER JOINT 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES DRAINAGE CALCULATION : BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT AND INSPECTION5 S REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, AS BUILT AND ANY OTHERAPPLICABLE JURISDICTION. J.� ROOF SHEATHING G.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES 777 SF x 1 x 0. 17 - 132. 1 C F 5TRUCURAL PANELS 8d (TABLE 3.8) SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL U DIAGONAL BOARD SHEATHING SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS LLL^LLL/ 7 l) I"xG"OR I'x8" 2-8d PER SUPPORT ARE NOT ACCEPIABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH 13 PROVIDE (1 ) 8 D I A x 3 6 D D R Y W E L L (147. 8 I"x 10"OR WIDER 3-8d PER SUPPORT SLEEPING QUARTERS ARE LOCATED. Q SEPT. 3, 2025 7.SMOKE DETECTORS IN CONFORMANCE WITH THE ELECTRICAL CODE OF NW YORK C.F CAPACITY) CEILING SHEATHING STATE AND THE RESIDENTIAL CODE OF NEW YORK STATE,THE NFPA NATIONAL FIRE GYPSUM WALLBOARD 5d coolem 7'EDGE/ 10"FIELD ALARM CODE NO.72-1993 SHALL BE PROVIDED OUTSIDE EACH 5EPA S�PI(¢@ T-� r ,`� AREA,IN EACH S-LEEPING AREA,AND ON EACH FLOOR LEVEL. I I1TVV__ 115� +III �J MAR 17, 201 6 WALL SHEATHING I P ff 5TRUCURAL PANEL 8D (TABLE 3.9) 3 IJ ! i OFIBERBOARD PANELS 11 7/1 G' GD 3"EDGE/G'FIELD 25/32' 8D 3"EDGE/G"FIELD t S 1 7 2� 5 -�GYPSUM WALLBOARD 5d coolem 7"EDGE/ 10"FIELD HARDBOARD 8d (TABLE 3.9) PARTICALBOARD PANELS 8d (TABLE 3.9) DIAGONAL BOARD SHEATHING NOTE: ALL WORK D E5 C RI BE D :,., -- I"xG"OR I'xb" 2-8d PER SUPPORT i" (�. IN10"OR WIDER 3-8d PER SUPPORT ABOVE HA5 BEEN COMPLETED A5 " FLOOR SHEATHING 5TRUCURAL PANELS L I'OR LE55 8d G"EDGE/ 12*FIELD 5 P EC I F I E D GREATER THAN I' I Od G`EDGE/6'FIELD DIAGONAL BOARD SHEATHING O I NG'OR I"x8' 2-8d PER SUPPORT I"x 1 O"OR WIDER 3-8d PER SUPPORT I I 2 3 4 5 6 7 8 9 10 II 12 13 I I 4 15 1 6 17 Foundation Notes: The contractor is to verify all measurements in the field and any K discrepancies are to be brought to the Engineer prior to construction. 0-8 I/2" 0-8 I/2" 1 - All concrete 3,500 psi after 28 days minimum. I 2 - All rebar ASTM A-615 Grade 60. x 8" P.T. I_ I 3 - Footings are to be installed on undisturbed virgin soil. The bottoms of all 1 — I footings are to be installed a minimum of 3' below grade unless indicated otherwise. @ I G"O.C. z u 2"xG" N ;� p ;� --- N L N J I i; 4 - Backfill around footings and pier is to be clean material and is to be mechanically compacted in 6" lifts to 95% of maximum dry density. • N -- — (3) 2"x 8" P.T. 5 - The areas below the building are to be filled with clean soil to grade — I— —I (— -) —� level. �— —I (3) 2"x; 8" P.T. _ —.I - — Framing Notes: �-- 8"DIA. CONCRETE SONOTUBE J _ The contractor is to verify all measurements in the field and any U u discrepancies are to be brought to the attention of the Engineer prior to I I � in ON 2'X 2'X I'D. CONCRETE PAD AT 3' BELOW FINAL GRADE rp Simpson H2.5 g io ( ON UNDISTURBED SOIL(lYP) ZMax Ties All FJ to Existing 2xG FJ C0nStrUCtlOn. IAll Beams � � • 1 - The 7 2 by 7 2 beams are to be ACO No. 2 Southern Yellow Pine. (3) 2"x 8" P.T. I I I I — -- -" �_ �. ' 7 x7 PerimBetter 2 - The 5.5 x 9.5 beams are to be Level 3 Wolmanized Parallaeam m by iLevel O I Pr Trus Joist. p� Wood Blocking z 3 - All straps, connectors, bolts, nails, etc. are to be galvanized, ZMax UA 5EPT 9, 2015 Simpson L�_CBGG for LVL Beams and at Piers p c9 U U U %p 5.25 x 9.5 Level 3 LCB88 forr 7 x 7 Beams All are + in z co �' P: � P O `n Wolmamzed Parallam coated or stainless steel. Designated connectors strap etc. on these �� � 6 �) B Z P drawings are made by Simpson unless indicated otherwise. All connectors, 0I �J� I � N � N N � � N � I � to be ZM�x , I ( �� straps etc. are to be nailed/bolted in accordance with the manufacturer's GRADE 18"OJ Sonotube Piers I I _ specifications. • N 5 Rebar I G"x I G"CONCRETE (3) 2"x 8" P.T. I I I I I o. FILLED REINFORCED WI No. 5 Rebar I CONCRETE BLOCK > PIERS BELOW Q GRADE(PERIMETER Scope of Work 2'G"x 2'G"x ONLI). 10" Footing * Secure the services of a surveyor to verify the existing elevation of the mi grade around the buildina and the first floor of the building. Adjust the in '� 2'G"x 2'G"x 10" FootingLOI I 1� 'f � elevations shown on the drav�ing as necessary to assure that the top of the Q - I I I 3 2 _6 finished floor is 2 feet above the Base Floor Elevation at the conclusion of CV the work. (3) 2"x 8" P.T. I I FO U N DATI O N PIER 5 ECTI O N SCALE : 1/2"=1'0" *Install erosion control systems as shown in the plan. • - �PEO ARC11 SRO y,T Pump standing water from areas below the building into the dry wells. OZ c►.. i �, OUTDOOR * Install (1) 8' x 3.5' deep precast dry wells in area of lot shown in �` 16 SHOWER recast concrete T63A� y 7'-8" 7'-8" I the site drawing on this page. Excavated soil is to be mixed with clean sand OFNws and used to backfill area under building ,� - E *Install temporary shoring under existing building. The building is to be I 'I raised to an elevation at leastl foot above the final elevation to facilitate 22'-1 1 1/2" installation of the foundation system. * Remove existing brick foundation and other debris from areas below the building. All material is to be removed from the site and properly disposed. F 0 U N D AT 10 N P L A N EROSION CONTROL MEASURES „ 1. IN ACCORDANCE:VJTH THE PROVISIONS OF THE USEPA GENERAL PER'"IT AND * Excavate soil as necessary to install new poured concrete footings and SCALE: 1/4 =I -0 THE NYSDEC.DURING TH'E COURSE OF CONSTRUCTION,CERTAIN EROSION APdD piers. Excavated soil is to retained below the building as much as possible. BROOKS COTTAGE .�.. Wfr\L C,ii #4 BREEZY SHORES TR NSPCRT OF SEDIt.'.ENIT I'D OFF-S!TE AREAS,PONDS,VvIATER COURSES,DR4!NAGE 1"u'_ETS,RECHARGE BASIINS,ETC. ACTUAL EPOSION CONTROL P,'EASURESV,.'ILLBE * Install new floor beams as shown in the plans. GREENPORT, NY D'C T ATED BY FIELD CON2)7'DNS AS CONSTRUCTION PROGRESSES,BUT THE FOLLO','.ING GENERAL COPNI)ITIONS SHALL BE OBSERVED. Set existing structure down onto new floor framing system and secure all EXISTL"JG VEGETA.4"ON TO R"ct.'4!N SHALL 6E PROTECTED AND REC1A!N floor existingjoists to the be«ms as indicated in the drawing. UNDISTURBED. - CLEARING AND G6PA,DING SHALE_BE SCHEDULED SO AS TO NINItAIZE THE SIZE OF EXPOSED AREAS AND'TF'_LENGTH OFTI,'AE THAT AREAS ARE EXPOSED. * Backfill the areas below the buildin to the existin rade elevation with - THE LENGTH AN'DD STEEPNESS OF CLEARED SLOPES SHALL EE tAINI'AIZED TO g g g REDUCE RUNOFFVELOCITTI= • clean sand mixed with soil excavated for the dry wells and any material - SEDIP.'ENT SHALL BE RE=TA'INED ON THE SITE. excavated In order to Install the footings. SPECIFIC P,'ETHODS A"IDt.",1A?ER!;LS EP"1PLOYED Rd THE INSTALLATION AND t.1AIPJTEPJANCE OF EROsi RENOVATIONS C CO'ITROL MEASURES SHAA6LL CONF0W1 TO THE 'NEDN YOR!'GUIDE_!NES FOR EROSION AND SEDI:1Et CON-RQL" - Install a�uminum gutters andleaders along the front and rear roof edges. Install 3"0 drainage pipes underground from the front and rear northern 2. SED!.':1ENT BAPR.IEIERS(SILT FENCE,HAY SALES OR APPROVED EQU^.L)SHALL corners of the building to the dry wells. U EE INSTALLED AS REQ'✓?RF ALONG THE LIf,11TS OF DISTURBANCE FOR THE'DURATION OF THE N,'ORK. NO SED!"I]INT FROt.1 THE SITE SHALL EE PERP,IITTED TO N.'4S' ONTO D_ ADJACENT PROPERTIES,4"':ETLANDS OR ROADS. f OU N DATION PLAN Regrade excavated areas and around building and plant grass seed. 3. GRADED AND STFR'PED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED U SECTION THRO'J H TH USE OF TEEt;ORARY SEEDING ASP,EQ'JIRED. SEED h.11XTURES SHALL BE IN ACCORDANCE V4TH i301L CONSERVATION SERVICE RECO'.1i.END WAT0IS• LLJ NOTES 4. DRAINAGE 1N'LETSSItJSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED L AS BUILT FROt.1 SEDI1.IENT BU!LDU°J THROUGH THE USE OF SEDII`.'ENT BARRIERS,SEDI'.'ENT U Q TRAPS.ETC.AS RE0UIYECD 3 5 INSPECTION RID I P-',INTENANCE OF EROSION CONTROL NQFAS'JRES IS TO BE SEPT. 3, 2025 PERFOR'..'ED DAILY BYTHEECONTRACTOR PRIOR TO THE START OF CONSTRUCTION z FOR THE DAY AND AFTER f HEAVY OR PROLONGED STORPAS. f1AINTENANCE t,1FA.SURES INCLUDE.BUT,A:,:-7NOT LlMiTED TO,CLEANING ANDYOR REPAIR OF MAR 17, 201 G SEDI!'ENT BASINS OR TRA4PS SEDIP.'ENT BARRIERS,BERNIS,DIVERSIO'IS AND INLET 0 PROTECTION, ^/ 6. APPROPRIATE r.'EEA'IS SHALL BE USED TO CONTROL DUST DURING I� CC'IS TRUCT!O'J. 7. A STABILIZEDC0t,NSTPUCTION ENTRANCE SHALL BE V''INTAIN7D TO PREVENT SOIL AND LOOSE DEBRIS FFRO'."BEING TRACKED ONTO LOCAL ROADS. THE n A2 CONSTRUCTION ENTRANS`'E SHALL EE MAINTAINED UNTIL THE SITE IS FERI,IANENTLY W STABIL IZ=D. H n S. SED!t:'ENT BARR'cFRS AND OTHER EROSION CO'ITzOL f.!E.4SURES SHALL 0 FEt.IA!`J!':PLACE UNTIL UFPLAIJD DISTURBED AREAS ARE PERPAANENTLY STABILIZED. (V AFTER PER'1ANENT STAE!!ILIZAT101N.PAVED AREAS SHALL BE CLEANED AA'D THE DRAINAGE SYS T Et.1 CLEAN!rD AND FLUSHED AS NECESSARY. I I I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 1 G 17 Ln K M 1 .5 — 12 c� 14'-9" • If o� o� I5TING SHIP P SIDING NEW WINDOWS O 14" 14" 14" 14" 4'-0" �-- NEW D.H.. WINDOW IdE':'.'LLO •F; CL 5.0 ( _ NEW o 0 W u STOOP N o I I — { STD — ---- ` ' ----- L 0 LLJ 0 • Grade '. -' MAR 17, 201 G REPLACED 5TEP5 — feb 15, 201 G I"x8"AZEK `��. CcDr"•�. iATT!Ct`_ -STAIII`D feb 15, 201 G rev wider treads, add dormer GOAD 51 DE ELEVATION WEST ELEVATION uj MAR. 3. 2015 G SCALE : 1/4"= 1 '0" SCALE : 1/4"= 1 '0" • U-i 7) e � LC) I I El I I a -- C�ll PP,IDGE STOVE — �rrl- - _ Eo ARctiIr — � O DCOP 7-8-8" %. ATE Of NEB SPLIT SHEET FOORING NEW CEDAR SHINGLE ROOFING �----- _ I ^ NEW CEDAR SHINGLE -- O / ROOFING FM FM (3)ANDER50N CN 125 STATIONARY O imi OR 1'8"x 2'4"WOOD WINDOWS c� DIVIDED A5 5HOWN WITH G" REMOVED - - - - Lij MULLIONS NOTE: EXISTING WINDOWS REPLACED EXCEPT AS EXISTING OUTDOOR NOTED STEPS SHOWER Ln BROOKS COTTAGE D #4 BREEZY S110RE5 GREENPORT, NY GKOUND EL00R 4'-°" LLL=Ii SCALE: 1/4"=P-0" MANUAL OP. INSWING AWNING WVINDOWS f NOTE: EXISTING STRUCTURE (EXISTING FOOTPRINT) IN PRE-EXISTING FRAMED OPENIPNG INDICATES NEW WALLS RAISED ONTO NEW FOUNDATION AS INDICATED ON FOUNDATION PLAN AND SECTION, TO COMPLY WITH FEMA FLOOD MAPS. OUTDOOR SHOWER AND 1 RENOVATIONS INDICATES EXISTING WALLS TO REMAIN STEPS AND LANDINGS ARE NEW. --- _ NOTE: EXISTING TO REMAIN EXCEPT AS NOTED FLOOR PLAN WATEK 51 DE ELEVATION EAST ELEVATION uj I— ELEVATIONS = AS BUILT SCALE : 1/4"= 1 '0" SCALE : 1/4"= 1 '0" R/ v SEPT. 3, 2025 z APR 7, 201 G 0 R/ A3L.L 'u A n 0