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HomeMy WebLinkAbout41376-Z �t1EFtId��QG Town of Southold 10/30/2018 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40006 Date: 10/30/2018 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 18075 Soundview Ave, Southold SCTM#: 473889 Sec/Block/Lot: 51.-1-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/20/2017 pursuant to which Building Permit No. 41376 dated 2/21/2017 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: alterations and additions, including covered porch, to an existing one family dwelling as applied for per ZBA#6962, dated 7/21/2016. The certificate is issued to Kearns,Neil&Lori of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0091 9/11/2018 ELECTRICAL CERTIFICATE NO. 41376 4/11/2018 PLUMBERS CERTIFICATION DATED 3/18/2018 Aevin fZNmpe Plumbing WA� \�- \Laj 0- " 0100 o d Sign ture X14 P FBI 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#: 41376 Date: 2/21/2017 Permission is hereby granted to: Kearns, Neil 25 Central Dr Manhassett, NY 11030 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA & SCHD approvals. At premises located at: 18075 Soundview Ave, Southold SCTM # 473889 Sec/Block/Lot# 51.-1-8 Pursuant to application dated 1/20/2017 and approved by the Building Inspector. To expire on 8/23/2018. Fees: ACCESSORY $100.00 CO -ACCESSORY BUILDING $50.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,466.00 CO -ADDITION TO DWELLING $50.00 ELECTRIC $250.00 Total: $1,916.00 r wilding Inspector so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �Q roger.rich ert(a--)town.so utho Id.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kearns Address: 18075 Soundview Avenue city,Southold st: New York zip: 11971 Building Permit#: 41376 Section: 51 Block: 1 Lot- 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE [Contractor. DBA: G&S Electric License No: 578-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 300A Heat GAS Duplec Recpt 67 Ceiling Fixtures 15 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 8 Wall Fixtures 22 Smoke Detectors Main Panel 2-150 A/C Condenser 4 Single Recpt 2 Recessed Fixtures - 69 CO Detectors Sub Panel A/C Blower 4 Range Recpt 50A Fluorescent Fixture Pumps Transformer Appliances D1IV Dryer Recpt 20A Emergency FixtureTime Clocks Disconnect 2-150 Switches 74 Twist Lock Exit Fixtures 0 TVSS Other Equipment: 1- Range Hood, 5- Bath Fans, 5- Paddle Fans, 4 ft. Plug Mold, 1- Well Pump, 12 ARC Fault Circuit Breakers, 2- Combination GFCl/ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: April 11, 2018 0-Cert Electrical Compliance Form.xls Town Hall Annex 7 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT f SEP 1 9 2018 TOWN OF SOUTHOLD BUI DING IDMT. T€~iT,"' 0)r`FMxT'HOLD CERTIFICATION Date: 3 ( � — Building .Permit NoJ G _ Owner: - (Please print) IKPlumber:_ ►Com_ _ u f}J,�— (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumb rs Signature)- Sworn to before me this l q day of 20 1 Notary Public, a-C:county BARBARA H.TANDY Notary Public, State Of New York No. 01 TA6086001 Qualified In Suffolk-County Commission Expires 01/13/20 l r 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: I 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 I. Certificate of Occupancy -New dwelling$50.00, Additions to dwelling$50 00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00,Additions to accessory building$50.00, Businesses $50.00 2 Certificate of Occupancy on Pre-existing Building- $100.00 3 Copy of Certificate of Occupancy -$.25 4 . Updated Certificate of Occupancy - $50.00 5 Temporary Certificate of Occupancy - Residential $15.00,Commercial $15.00 Date New Construction: Old or Pre-existing Building: _ (check one) Location of Property: Z066 House No. Street cHamlet Owner or Owners of Property, t1, OJI&_ Suffolk County Tax Map No 1000,Section J57 Block f Lot Subdivision Filed Map Lot: Permit No Date of Permit. Applicant Health Dept Approval: Underwriters Approval. Planning Board Approval: Request for- Temporary Certificate _ Final Certificate _ (check one) Fee Submitted $ A cant Si nat e 1 - $37? KYNENE " THE EVOLUTION OF INSULATION D OCT 2 9 2018 INSULATION CERTIFICATE T®� ® • This form must be filled out and posted to comply with building code requirements. Meets IRC requirements: 2006 IRC-N1101.2,N1101.4,N1101.8 2009 IRC-N1101.2,N1101.4,N1101.8 2012 IRC-N1101.3,N1101.7,N1101.12 The following spray polyurethane foam product(s) has/have been installed. ❑ LD-C-50 ❑LD-R-50 ❑ MD-C-200 ❑ MD-R-200 ❑ MD-R-210 ❑Other Please consult International Building Code(IBC),Chapter 26-Plastic and International Residential Code(IRC)2006 IRC R314,2009 IRC R316,2012 IRC R316-Foam Plastics for specific requirements.The aforementioned Icynene spray polyurethane foam insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness* Attic Area R- 51 at 7,5 inches Sloped Ceilings R- at inches Walls(location): lExterior Walls R- 21 at 0 inches Walls(location): lExterior Walls I R- 14 at 0 inches Floors(over an unheated crawl space) R- at inches Crawl Space Perimeter R- at inches Basement Walls R- at inches Other(location): I Overhan R- 41 at © inches *Nominal thicknesses are representative of field,spray-applied foam material. Jobsite Address 118075 Soundview Ave Southold NY 117971 Date of Insulation Installation j0ctober5th2017 Building Contractor lFred Seifort Jr Contracting Insulation Contractor lCary Insulation Insulation Contractor Phone (631)216-9350 Installed By William Kriz INSULATION CERTIFICATE ® ®O NOT REMOVE Please post near electrical panel. SOply� coum 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: vV� s. art. DATE INSPECTOR BOE SOUlh, �o� olo H O TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ]/0UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC (FINAL) REMARKS: eorpnl iii Arlt V DATE Z INSPECTOR l���(/ O��OE SOUThol cou H TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [✓J ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS® 1� Jnr DATE y INSPECTOR cOUM'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC (FINAL) R ARKS: DATE INSPECTOR --- �0 Uly TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ],ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ rFIRERESISTANT E SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) REMARKS: (D VVVI &wl'ors, 0�- olm n-y k1k 6-10 (6 wi_- lb od s armi n 0 DATE ® 16 INSPECTOR SO(/lyo l �y00UMV,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMAR - DATE 2� INSPECTOR SOUry �o� olo J TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: xi T" 63 n(. fro % DATE INSPECTOR Of SOUTyO� 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 (FINAL) REMARKS: DATE �� INSPECTOR IM ' L�.1 ._. u. •i MOM '•. MON Vr IN5.1JUTION,PEA N.Y. I' 1 j (,rr r i�" e�i�'e� ��+•"Fi�i�si � _ � w vr+- •• TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECK,.. 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 -76 —7 Surve Y So utholdTown.N orthFork.net PERMIT NO. L13 Check Septic Form N.Y S.D E C Trustees C.O Application I Flood Permit , Examined l 20_ Single&Sepaiate Storm-Water Assessment Form Contact: Approved ,20LI Mail to f&v-1, Disapproved a/c /1bV�f Expiration 20 :a D 13tQTctor PLICATION FOR BUILDING PERMIT JAN 2 0 2017 Date , 20 BUILDING DEPT. INSTRUCTIONS TOWN OF SOUTHOLD 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 11 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' na a of is ' t r name, if a cor ration) Q01-S (Mailing address applic t) 110901- State tate whether applicant is owner, lessee, agen architect engineer, general contractor, electrician, plumber or builder _,. - .�4 Name of owner of premises (As on the tax ro 1 or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on wh• hproposed work will,,be,,done,Vi House Number Street :�;:�i•,s:n�,-.;af�iYir.>.Hamlet County Tax Map No. 1000 Section �j/ Block Lot �� tvision Filed Map No Lot _ y \aate existing use and occupancy of premises and intended use and occupancy of proposed construction* a. Existing use and occupancy ` b Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work c} (Description) 4. Estimated Cost ®49 00 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 �a Ream Depth �� r Height j�' Number of Stories / Dimensions of same structure with alterations or additions: Front i r'; ' .' ':_ .-_Rear Depth 6-7-1 Height 2�a Number of,Sfgries cP, 8. Dimensions of entire new construction. Front Rear 6 -,P( Depth �7 Height X12 ' Number of Stories 1�? 9. Size of lot: Front /C90 Rear k,"O Depth 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 NOS Will excess fill be removed from premises? YES NO �- � � 14. Names of Owner of remises! Address f mba— MD Ud31"Phone No-66 x`2(0.7976 Name of Architect ( Address �2t, �— Phone No_(03 j_gj_j- qt y Name of Contractor Address Phone No. /�2!- //7 � 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO y * 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. � JJ 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�J * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS COUNTY OF5Uff W �� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor, gen , 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 filelAXff fftt'DWYER NOTARY PUBLIC,STATE OF NEW YORK Sworn to before me this NO.OIDW6306900 day of TanUAAjA 20I?QUALIFIED EXSUFFOL C U 0 0l otary Public Si e Applicant TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the,followmg,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 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 Mai to: Disapproved a/c r � Phone: 63/^ ��' Expiration ,20 Buildin ctor LICATION FOR J VAR I a =I Date , 2016 INSTRUCTIONS ; a. T , completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans` 1 e. 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. re ois At or game, if a oprporation) �� �� (PG (Mailing a dress of app cant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ell Name of owner of premises (As on the tax roll or latest deed) If applicant is-a corporation, signature of duly, authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section `jL Block_ % Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. ' Intended use and occupancy 3. Nature of work(check which applicable): New BAding Addition Alteration Repair Removal Demolition Other Work , 4. Estimated Cost * 'fo' Fee (Description) (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 82.'' Rear 81 Depth 57 Height d`I Number of Stories f1 Dimensions of same structure with alterations or additions: Front '` = Depth 57Height, '`= "2"6 Number o c rri� '� X21 'ru4J IU I - N8. Dimensions of entire new construction: FrontRear Deph � Heighty" Number of Stories 17- 9. 9. Size of lot:,Front too' Rear IOU Depth 5.23�„r ra 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 v Will excess fill be removed from premises? YES NO 14. Names of Owner remises �S Address. _u IJC Phohef 0. Name of Architect Address Phone No/�,'�}>-`f77- 75 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NGL * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_ NOL * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO \! * IF YES, PROVIDE A COPY. STATE OF NEW YORK_)_ SS. COUNTY OF J�kM 6XZM�Aa- 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. Swo pgore me this WW,, k day of 20 CYNTHIA M.CIJSATI Mntnry Public,state of N No Public �ia.01CI,16100507 igna -e f icant Qualified in SuffoilCCount' Commission Expires Oct 20� NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY 0 Stony Brook,50 Circle Road,Stony Brook,NY 11790 P (631)444-0365 1 F (631)444-0360 www dec ny.gov June 6, 2016 n� Mr. Neil Kearns 25 Central Drive �l Manhasset, NY 11030 RE: Permit No.: 1-4738-04448/00001 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we.are enclosing your permit for the referenced activity. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather and a Notice of Commencement/Completion of Construction. Please note, the permit sign and Notice of Commencement/ Completion of Construction form are sent to either the permittee or the facility application contact, not both. Sincerely, MarylA. MacKinnon Environmental Analyst MAM/Is NEW YORK Department of ...on.rr Environmental Conservation T TAft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04448 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: NEIL KEARNS KBARNS PROPERTY 25 CENTRAL DR 18075 SOUNDVIEW AVE MANHASSET,NY 11030 SOUTHOLD,NY 11971 Facility Application Contact: EN-CONSULTANTS 1319 N SEA RD SOUTHAMPTON,NY 11968 (631)283-6360 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Southold Facility Principal Reference Point: NYTM-E: 715.648 NYTM-N: 4551.459 Latitude: 41'05'08.9" Longitude: 72°25'57.5" Project Location: 18075 Soundview Ave - Watercourse -Hashamomoque Beach Authorized Activity: Remove and replace existing wooden portion of bluff stairway with a new elevated timber bluff stairway, consisting of a 4'x 4'platform, 3'x 19' steps, 5' x 6' landing and 3'x 12' steps to beach. Install an 83 linear foot rock revetment along the toe of bluff(including 75 linear feet on subject property and 8 linear feet on westerly adjacent property,to tie into proposed revetment to west). Excavation of approximately 160 cy of sand,the sand will be used for bluff restoration. The revetment will consist of three ton stone placed over 50 lb core stone and filter cloth. Restore bluff face by constructing terrace retaining walls, adding approximately 265 cy of clean sand(160 cy from site and 105 trucked in) and vegetate with native plantings. All authorized activities must be in strict conformance with the attached two page plan prepared by Jeffrey T. Butler last revised 4/11/2016 and stamped NYSDEC approved 6/2/2016. (MAM) Please note,the area landward of the "top of the bluff' as shown on the survey prepared by Nathan Taft Corwin III dated 8/25/2015 is beyond Tidal Wetlands Act(Article 25)jurisdiction. Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-04448/00001 New Permit Effective hate: 6/2/2016 Expiration Date: 6/1/2021 Excavation &Fill in Navigable Waters-Under Article 15,Title 5 Permit ID 1-4738-04448/00002 New Permit Effective Date: 6/2/2016 Expiration Date: 6/1/2021 Water Quality Certification -Under Section 401 -Clean Water Act Permit ID 1-4738-04448/00003 New Permit Effective-Date: 6/2/2016 Expiration Date: 6/1/2021 Page 1 of 6 �r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04448 NYSDLC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SUSAN ACKERMAN, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Sto y BrookJ50 Circle Rd Stony Brook, Y 790 -3409 Authorized Signature: Date G /Z /701(o Distribution List EN-CONSULTANTS Habitat- TW MARY A MACKINNON Permit Components NATURAL RESOURCE PERMIT CONDITIONS WATER QUALITY CERTIFICATION SPECIFIC CONDITION GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS; EXCAVATION & FILL IN NAVIGABLE WATERS• WATER QUALITY CERTIFICATION 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. Page 2 of 6 v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04448 4. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined to the upland area landward of the bulkhead or on a barge. 5. Clean Fill Only All fill shall consist of clean sand(not asphalt, slag, flyash, broken concrete or demolition debris). 6. Backfilling All peripheral berms, cofferdams, rock revetments, seawalls, gabions, bulkheads or other approved shoreline stabilization structures shall be completed prior to placement of any fill material behind such structures. 7. No Equipment below Apparent High Water Equipment operation below(seaward) apparent high water is strictly prohibited. 8. Revetment Rock revetment shall consist of natural capstone a minimum of capstone 3 ton in size, corestone a minimum of corestone 50 lb. in size and the toe shall be installed a minimum of 2 feet below apparent low water or 3 feet below mean sea level and all shall be underlain with filter cloth. 9. No Runoff Over or Through Bulkhead or into Wetland There shall be no discharge of runoff or other effluent over or through any bulkhead or shoreline stabilization structure or into any tidal wetland or protected buffer area. 10. No Alteration of duff for Stairway Alteration of the existing grade of the bluff or hill during construction of the stairway is prohibited. 11. Stairway Design The stairway must be elevated a minimum of 3 feet over grade to minimize disturbance or loss of the natural vegetation and reduce the potential for causing or accelerating erosion of the bluff or hill. Disturbance to the natural vegetation or topography seaward of the crest(top) of the bluff or hill must be restricted to an 8-foot wide area, including the width of the stairway, as shown on the approved plans. 12. Long-term Plant Survival The bluff face shall be planted with as per plan specifications and the permittee shall ensure a minimum of 85% survival of plantings by the end of five growing seasons. If this goal is not met, the permit holder shall re-evaluate the restoration project in order to determine how to meet the mitigation goal and submit plans to be approved by the office of Regional Habitat-TW NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 13. No Interference With Navigation There shall be no unreasonable interference with navigation by the work herein authorized. Page 3 of 6 AM Ishow NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'ROW Facility DEC ID 1-4738-04448 14. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstruction's, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 15. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed,the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 16. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 17. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Jeffrey T. Butler last revised 4/11/2016 and stamped NYSDEC approved 6/2/2016 . 18. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. WATER QUALITY CERTIFICATION SPECIFIC CONDITIONS 1. Water Quality Certification The authorized project, as conditioned pursuant to the Certificate, complies with Section 301, 302, 303, 306, and 307 of the Federal Water Pollution Control Act, as amended and as implemented by the limitations, standards, and criteria of state statutory and regulatory requirements set forth in 6 NYCRR Section 608.9(a). The authorized project, as conditioned, will also comply with applicable New York State water quality standards,including but not limited to effluent limitations, best usages and.thermal discharge criteria, as applicable, as set forth in 6 NYCRR Parts 701, 702, 703, and 704. Page 4 of 6 Iowi NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04448 GENERAL CONDITIONS - Apply to ALL Authorized Permits: I. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Excavation&Fill in Navigable Waters, Tidal Wetlands, Water Quality Certification. 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; Page 5 of 6 r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04448 e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 NOTICE OF COMMENCEMENT OF CONSTRUCTION _ RETURN THIS FORM TO:COMPLIANCE Or Fax to: 631-444-0297 Bureau of Habitat-TW Imhof 50 Circle Road Stony Brook, NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS: TELEPHONE: Dear Sir: Pursuant to the special conditions of the referenced permit,you are hereby notified that the authorized activity shall commence on We certify that we have read the referenced permit and approved plans and fully understand the authorized project and all permit conditions.We have inspected the project site and can complete the project as described in the permit and as depicted on the approved plans. We can do so in full compliance with all plan notes and permit conditions.The permit, permit sign, and approved plans will be available at the site for inspection in accordance with General Condition No. 1. (Both signatures required) PERMITEE: DATE CONTRACTOR: 'DATE THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS PRIOR TO COMMENCEMENT OF THE PROJECT AND/OR ANYASSOCIATED ACTIVITIES. FAILURE TO RETURN THIS NOTICE, POST THE PERMIT SIGN, OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE AT THE WORK SITE FOR THE DURATION OF THE PROJECT MAY SUBJECT THE PERMITTEE AND/OR CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES FOR NON-COMPLIANCE WITH PERMIT CONDITIONS. Cut alpng this line X X X X X X X NOTICE OF COMPLETION OF CONSTRUCTION RETURN THIS FORM TO:COMPLIANCE Or Fax to: 631 444-0297 Bureau of Habitat-TW 50 Circle Road Stony Brook, NY 11790-3409 law PERMIT NUMBER: _EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS: TELEPHONE: Pursuant to special conditions of the referenced permit,you are hereby notified that the authorized activity was completed on We have fully complied with the terms and conditions of the permit and approved plans. (Both signatures required) PERMITEE: DATE CONTRACTOR:' DATE THIS NOTICE, WITH PHOTOGRAPHS OF THE COMPLETED WORK AND/OR A COMPLETED SURVEY, AS APPROPRIATE, MUST BE SENT TO THE ABOVE ADDRESS WITHIN 30 DAYS OF COMPLETION OF THE PROJECT. 95-20.1 (8187)-9d New York state . Department of Environmental Conservation AM MON No CLM The Department of Environmental Conservation (DEC) has issued permit(s) . pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and - extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please, refer to the permit number shown when contacting the DEC. Regional Permit Administrator C, E Permit Number d/ 1OOR EO/ANS Expiration Date NOTE: This notice is NOT a permit FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 5, 2016 TO: Robert Brown, Architect (Kearns) 205 Bay Avenue Greenport, NY 11944 Please take notice that your application dated March 18, 2016 For permit to make additions and alterations to an existing single family dwelling at Location of property: 18075 Soundview Avenue, Southold, NY County Tax Map No. 1000 - Section 51 Block 1 Lot 8 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations on this non-conforming 52,287 square-foot parcel in'the R-80 District, are not permitted pursuant to Article XXIII, Section 280-124, which states that on lots measuring between 40,000 and.59,999 square feet in total size, a minimum single side yard setback of 20 feet and a minimum combined side yard setback is 40 feet is allowed. The proposed construct' es a side yard setback of 3.4 feet and a total side vard setback of 14.8 feet. - P Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD MEMBERS *pF SOSouthold Town Hall �o� UTyo Leslie Kanes Weisman,Chairperson OI53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning p ® �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider CQUNjy Southold,NY 11971 http://southoldtown.northfork.net REQ 1V ,�4D ZONING BOARD OF APPEALS l� 3 TOWN OF SOUTHOLD JUL 2 5 2016 'n ��� Tel.(631)765-1809•Fax (631)765-9064, f L2tX.Y.E'P. �1g k FINDINGS,DELIBERATIONS AND DETERM TION U MEETING OF JULY 21,2016 JUL 2 6 2016 ZBA FILE 6962 NAME OF APPLICANT:Neil and Lori Kearns BMDING DEM PROPERTY LOCATION: 18075 Soundview Avenue, Southold,NY TOWN OF SOUTHOLD SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections_A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated May 9, 2016stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued comments dated June 23, 2016 recommending that based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the records available that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The property is a non-conforming 52,287 square foot waterfront parcel located in an R-80 zone with 100 feet of frontage along the Long Island Sound, 100 feet along Sound View Avenue, 588.59 feet on the West side, and 560 feet on the East side. The parcel is improved with a single story frame house and an attached garage, an accessory frame building, a wood deck, a concrete walk, a staircase leading to the beach as shown on a survey by John C. Ehlers dated March 10, 2010. The building department issued certificate of occupancy, No. 38144 on-March 10, 2016 for in-ground swimming pool as shown on site plan prepared by Robert L.Brown,Architect, dated April 11,2016. BASIS OF APPLICATION: Request for Variance(s)from Sections 280-124 and the building inspector's April 27, 2016 Notice of Disapproval based on an application for building permit for additions and alterations to an existing single family dwelling, at less than the code required minimum side yard setback of 20 feet, 2) less than the code required total side yard setback of 40 feet, located at: 18075 Soundview Avenue (adj to long Island sound) Southold,NY. RELIEF REQUESTED: The applicant requests variances to make additions and alterations that will result in a non-conforming side yard setback of+/- 3.4 feet where code requires 20 feet and a combined side yard setback of 14.8 feet where code requires 40 feet. Page 2,Ju1y121,2016 #6962,Kearns SCTM No. 1000-51-1-8 ADDITIONAL INFORMATION: The existing single family dwelling has a pre-existing certificate of occupancy No:Z-34052 dated November 4,2009. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 7,2016 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance(s)will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single-family waterfront homes. The existing dwelling was built prior to zoning and therefore did not have to meet current conforming side yard setbacks at the time it was built. The proposed second story additions and alterations will meet the code required minimum side yard and combined side yard setbacks. The proposed addition on the first floor is within the existing non-conforming side yard setback. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing dwelling has a non-conforming side yard and combined side yard setback. Any additions and alterations will require the benefit of an area variance. 3. Town Law 4267-b(3)(b)(3). The variance(s) granted herein are mathematically substantial, representing 83% relief from the code for the single side yard setback and 63% relief from the code for the combined side yard setback.However,the house is an older home which pre-dates zoning. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a renovated home while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variances as applied for, and shown on the building plans prepared by Robert 1. Brown, Architect, labeled Al-6 and dated April 11, 2016, and the survey prepared by John C.Ehlers, dated March 10, 2010. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan andior survey Pag4 2,July 21,2016 #6962,Kearns SCTM No. 1000-51-1-8 cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant.an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board.• Ayes: Members Weisman (Chairperson), Schneider, Dantes, Horning, Goehringer. This Resolution was duly adopted(5-0). yw�- 1 Leslie Kanes Weisman,Chairperson Approved for filing� /0?-�/20-16 ` !IN 1 Scott A. Russell ,� °Su '�� S'7C'01KMWA\,T1E1K SUPERVISOR IOWA A.G lEAMIE NT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 �L, C Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) r-- DOES rI'FiIS PROJECT INVOLVE ANY OF THE FOLLOWING. � (CHECK ALL THAT APPLY) Yes No ❑ffA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. , E][3 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[a/C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. { . Site preparation within 100 feet of wetlands, beach, bluff or coastal 1 erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse.POi E IF. 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. i If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number'. Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of•a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building.Permit Application. APPLICANT (Propel ty Owner,Design Professional Agent Contractor.Other) S.C.T.M. 1000 Date. I i Distrkt NAME fb:mb •ae11 Section Block Lot I FOR BUILDING.DEPARTMENT USE ONLY Contact InformatioEt /// I jo' TekpMx humor Y ) • Reviewed By: Ul — — — — — — — — — — — — — — — — - VI Date: i 1 PI-operty Address /Location of Construction Work: — — — — — — — — _ — — — — — _ — i I Approved for processing Building Permit. _ j — Stormwater Management Control Plan Not Required. 1 Stormwater Management Control Plan is Required. j i (Forward to Engineering Department for Revie%,v.) FORM z SMCP-TOS MAY 2014 r• APP LICr1h f` u,�n (Prop( Owner,D sign Profes•Ondt,Agent,Contractor,Other) S.C.T.M. #: 1�(� OS jf CHAPTER 236 b bg Stormwater Management Control Plan CHECK LIST NAMEj � Section Block Lot S M C P -Plan Requirements. Provide ONE copy of the Building Permit Application. pt..Mm Date: ° * The applicant must provide a Complete Explanation and/or Reason for not pro%iding all Information that has been Required by the following Checkhsti ' �g+n ure dc,i,ue,m Gcr 1. A Site Plan drawn to scale Not Less that 60' to the inch MUSTif You answered No or NA to any item, Please Provide Justification Here) show all of the following items: YE' NO NA if you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 0E-1 b. Total Site Acreage. PS== c. Existing - Natural & Man Made Features within 500 L.F. p of the Site Boundary as required by §236-17(C)(2). _ T d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water 00 41 e. Limits of Clearing & Area of Proposed Land Disturbance. 0 f. Existing & Proposed Contours of the Site (Minimum 2'rnter,,ais) a �pOp.� (✓ g. Location of all existing & proposed structures, roads, drive\ays, sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing'& 04 V-1 r-L, Cet s �2zr, proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 1. Location of proposed Soil Stockpile Area(s). A�ev k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of pioposed concrete washout area(s). = M Location of all proposed erosion&sediment control measures. 0� 2. Stor•mwatei Management Control Plan must include Calculations showing E ENT CONTROLS that the stoi inwater imps ovements are sited to capture•stole,and infiltrate all ipclude b,it not bp limited o. on-sue the run-off from all impeivious surt'aces generated by a two V, inch rainfall/storm event A Wire Backed Silt Fencing, stabilization & 3. Detark&Sectional Drdwings tot ;toi mwater practices ate requited for approval D Items requiring details shall include but not be limited to: S a. Erosion & Sediment Controls. b. Construction Entrance& Site Access. �fP c. inlet Drainage Structures (e g.catch basins,trench drains.etc.) tyle d. Leaching Structures (e. . nfiltiation basins.swales,etc.) ° D i TOR ENGiNL'CNG DEPARTMENT USE ONLY**** !il Additional Information is Required. i ! Re4 ie\ved & I Stormwater Management Control Plan is Not Complete. I Approved By: — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date- 2 l7 /7 ® SMCP has been approved by the Engineering Department.' FORM SWCP -teck List -TOS MAY 2014 Town Hall Annex Telephone(631)765-1802 54375 Main Road pax(6313 765g5Q2, P.O.Box 1179 G� rocier.riche rtd?Qxw(r1 southo1(C17 ny.us Southold,NY 11971-0959 Ql • �� B€ aDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION' REQUESTED BY: ' Date: Company Name: 8 S E- L� fz Name: TZ. <:5� V?v4zt License No.: Address: "Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: rj S *Address: D 76- Qc>o,_JO i GAJ" *Cross Street: *Phone No.: Permit NG.: 374 Tax-Map District: - 1000 Section: � Block: ..j _ Lot � *BRIEF DESCRIPTION OF WORK(Please Print Clearly) /4IP�r✓ �JS� (Please Circle All That Apply) *Is job ready for inspection: YBS NO Rou h In 9 *Do-you need a Temp Certificate: Final YES NO Temp Information.(If needed) 'Service Size: < Phase Whase 100 150 200 300 350 400 Other 'New Service: Re-connect" Underground Number of Meters) Change of Service Overhead 4dditional Information: PAYMENT DUE WITH APPLICATION Esc s;�M6 Jo L eo r 82=Request for Inspection Form 1�V?P /I!s xstke r ROBERT I. BROWN, ARCHITECT P.0 205 Bay Avenue Greenport,NY 11944 631-477-9752 (fax)631-477-0973 info@ribrownarchitect.com Transmittal Date: January 20, 2017 To: Southold Building Dept Re: Kearns Project 18075 Soundview Ave., Southold Enclosed please find building permit application documentation for the above referenced. The following documents are enclosed: • Permit application • Application for Certificate of Occupancy • Stormwater Management worksheet • Site plan with SCHDS approval for construction • NYSDEC permit authorizations • ZBA file of approval #6962 • Survey • Energy calc • 4 sets of plans dated August 25, 2016 Thank you, Robert I Brown Architect PC ho�*pF SO!/r�Ql Town Hall Annex Telephone(631)765-1802 54375 Main Road � Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q <'reou BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Joseph & Barbara Lazzaro 400 Legion Avenue Mattituck, New York 11952 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 400 Legion Avenue, Mattituck, New York S.C.T.M. 1000-142.-2-8 Pursuant to Section 144-8 of the Code of the Town of Southold, New York, you are notified to immediately suspend all work and activities until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction beyond scope of BP 42287 issued 1/9/2018. COND,ITIONS.UNDER WHICH WORK MAY BE RESUMED: When the Building Dept. has issued approvals for all chanages Failure'to remedy the conditions aforesaid and to comply with the applicable provisions of law may constitute an offense punishable by fine or imprisonment or both. DATED: 10/15/2018 Pin ii ing nspector Bunch, Connie From: Seifert Construction <seifertbuilders@gmail.com> Sent: Wednesday, March 07, 2018 1:00 PM To: Bunch, Connie Subject: Kearns Residence (Permit#41376) Connie, Can you please let me know what I need for Kearns (permit#41376) for the CO. The address is 18075 Soundview Avenue, Southold,N.Y. 11971 Thanks, Caroline bD R C� V F %Q -� Ft \, -ti J Bunch, Connie From: Bunch, Connie Sent: Wednesday, March 07, 2018 3:57 PM To: 'Seifert Construction' Subject: Kearns BP 41376 For Kearns, BP 41376 at 18075 Soundview Avenue,Southold Johhnn eeds to re-inspect for fire separation between garage and house. �fectrical certificate g Health Dept. survey older certificate rd (VF) fication of insulation from the installer. e a nice evening. JA io 10 ZR --1 Connie 1 5UR\/Ey OF PROPERTY N 51TUATE: SOUTHOLD TOWN= SOUTHOLDE 5UH--OLK GOUKTY, NY WRV' Y O- MARCH 10, 2010Sound SUFFOLK COUNTY TAX # Lone Islond 1000 - 51 - I - 8 N89*54'30"E 100.00' CERIM:qED TO: TIE LINE ALONG A-HAM NMKEMtNS LORI KEARNS 9 E A 6 H _j IF R05T -TCP r-13LLrr 'A )IA ZAF�L*e 15T . .. ......... 05 0i C A00 jwl- pool- -Z 5- Li IN N3 Q) t tit A COD C) O g6 te 0 A or- NEW rood G. NOTE-5: t', ■ MONUMENT Property Zone R bO 4. Area = 56,-ncl S. P. Qom,"`M`° I I," --V� t. EHL Areo = 1.3035 Acres trw JOHN C. EHLERS L VEYOR anNO.50202 6 EAST MAIN Sll��T- &RAPHIC SCALE 1 501 RIVERBEAD, ax 369-8287 RIEF.C-\D 9\09-14. 5URVEY OF PROPERTY N 51TUATE= 5OUTHOLD TOWN: 5OUTHOLD ---- - -- 5UFi=0LK C:OUNT"(, NY SURVEYED: MARCH 10, 2010 L o 1 S 1 0 n d Sound _ SUFFOLK COUNTY TAX # J S 1000 - 51 - 1 - 8 ---------- N89"A'30"E 100.00' CERTff4EID TO: _ ����y77�T� ��y-�,y�A� TIE LINE ALONG AN W M NM KEA1tNS LORI KEARNS �HEAGH^ - "• "ti,...,� aa,. , ,5• ;• :tV�,��yxo t•X+.+ti....� ^fit.� M,^` �_ TOP OF 5,t)FP (p GONG Lr- 'A Ka 'A z F- �/* Cb " HAZARD LINE Ii rjTO - �_,�. I O TOP OFF N 0. P OpL O , y O 5- Ln 1 is`O � op0o ➢ '�r-C o- s� r"A 3 rn A O Bldg Dept copy from ZBA Final reviewedocuments ZBA File# 9 qG Z p Date: ZIP-1ZIP-1A0110 ,j py O Z - s� O A Q) A 3 "V, . Of NEW Y y NOTES: ,I C� ■ MONUMENT Sys .wan i a Property Zone R SO ire eaca,w.Ln. Hwy „�w� I I..ES LN `: VEYOR JOIN C EH s,mwo copVe' Area = 1.3035 Acres •Lo.iuralwe r,uv�eo h.-.m.+grU+d we "n 15 -,r . ,NO.50202 awvq.o P-opvae n ormrmv.e n w..- ' ,,,„��,p, ,��(w,a,�,,.,,.�o�•0 6 EAST MAIN STRjEET_ �7 T y ,: ax 369-8287 I(I^ .�^, tmo 5�.v p- sow cw-txra4'.crux•,n w«l RIVERHEAD N.J.: GRAPHIC, SGALE �(J wx�, >�,a .�w° �-� ,�. „ ; - - ;�,�`;,��"",�rer�;P„ "''i 109109-14: W."„„�,� �u(tia REF.C:1DoCluri�ntd� mow I,me o/s wl Iro.IWio.O le PO�,u'�YrlW br. f . J V ivd W.W V Dwuw`ev RUOv�`a'd'.' I _ 'r. i CEILING J1—f5TOPPLATE(I-0E-NAILED) 3 PER J015T CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP CEILING J015TLAP5,4ft PARTITION((FACE-NAILED) 3 EACH LAP RIDGE STRAP(EACH IW 2 PER TIE BLOCKING*D RAFTER(TOE-NAILED) 2-8d EACH END RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END WALL FRAMING TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Cd PER FOOT TOP PLATES AT INTER5ECTION5(FACE-NAILED) 4-I Gd J015T EA.SIDE 5TUD TO 5TUD(FACE-NAILED) 2-1 Gd 24'O.C. HEADER TO HEADER(FACE-NAILED) I Gd I G'O.C.ALONG EDGES TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-1 Gd,4-1 Gd PER 2x4, 2xG, 2x8 RESPECTIVELY BOTTOM PLATE TO FLOOR J015T,BAND J015T, END JOIST OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT FLOOR FRAMING J015T TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T BRIDGING TO J015T(TOE-NAILED) 2-5d EACH END BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH J015T J015T ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER J015T BAND J015T TO J015T(END-NAILED) 3-1 Gd PER J015T BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT ROOF SHEATHING January 30,2017 5TRUCURAL PANELS ad (TABLE 3.8) DIAGONAL BOARD SHEATHING January 1z,2017 15XG'OR 15X81 2-8d PER SUPPORT 2 AUGUST,2016 I N I O'OR WIDER 3-8d PER SUPPORT 5 CEILING SHEATHING 29 DECEMBER,2015 GYPSUM WALLBOARD 5d coolers 7-EDGE/ 10'FIELD WALL SHEATHING STRUCURAL PANEL ad (TABLE 3.9) THESE PLANS ARE AN INSTRUMENT OF SERVICE FIBERBOARD PANELS AND ARE THE PROPERTY OF THE ARCHITECT. 7/I G' 8d 3'EDGE/G'FIELD 25/32' 8d 3°EDGE G'FIELD INFRINGEMENTS WILL BE PROSECUTED / ' GYPSUM WALL130ARD 5d coolers 7'EDGE/ 10'FIELD HARDBOARD ad (TABLE 3.9) 2016 ALL RIGHTS RESERVED PARTICALBOARD PANELS 8d (TABLE 3.9) DIAGONAL BOARD SHEATHING - 15XG'OR 150' 2-8d PER SUPPORT 15X I O'OK WIDER 3-8d PER SUPPORT FLOOR SHEATHING STOR LES L PANELS Robert I. Brown I'OR LESS 8d 6'EDGE/ 12'FIELD GREATER THAN I' 10d G'EDGE/G°FIELD DIAGONAL BOARD SHEATHING I1XG'OR IW 2-Sd PER SUPPORT Architect P.C. 15X 10'OR WIDER 3-8d PER SUPPORT � ` EROSION &SEDIMENT CONTROLS Shall include but not be limited to: 2o5 Bair Ave. Greenport NY A well maintained Construction Entrance, info@ribrownarchitect.com Wire Backed Silt Fencing, stabilization & 631-477-9752 V-p"MAX C to(feeding of exposed and/or inactive soils, IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A T• ' � LICENSED ARCHITECT,TO ALTER ANY ITEM ON Z THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND ` DESCRIBED IN ACCORDANCE WITH THE LAW. 6"MII &D ART 634'% yOQ PERSPECTIVE VIEW FN�� DRAINAGE INSPECTIONS ARE REQUIRED i6" MINIMUM 2 x 2 Contact TOS Engineering at 765-1560 before CLIENT/OWNER Backfill, OR Provide Engineer's Certification 'ENCS POST that the drainage has been installed to Code. KEAlIl V�T S 1OVEN WIRE FENCE RESIDENCE 1x6 - 10 / 10 WWF) 18075 SOUNDVIEWA !DD ? SOUTHOLD, NY FEB 8 2017 ILTER CLOTH O N PROJECT TITLE BUILD1 G DEPT. 940p, TOWN OF 'OUTHOLD ADDITIONS & RENOVATIONS MBED FILTER CLOTH GRADE IIN. 6" INTO GROUND Z DRAWING TITLE 4" SITE PLAN IOTE: r NOTES IAXIMUM DRAINAGE AREA 12 ACRE / 100 LINEAR FEET APPROVAL OF STORMWATER MANAGEMENT' SCALE CONTRO Ptill, - o n Ca pier 236 Feb.3,2017 NOTED Date: 2 ,Z SECTION DETAILpproved by: DRAWING NO. SILT FENCE DETAIL EXISTING POOL: G33 5r - x EXI,, ` 'G DECK5/5HED5: g G 10 SF-- — x�' xAM r `"a► TOTAL FOOTPRINT: 4,973 SF xm p mow ► CONSIRI�ON , is ®NG FRAME 4,973 / 52,257 ,.= 9.51 % _ 1 =' D05TING 15TORY FRAME POOL HOU5E TO BE Rf.51DED AND REROOFED AND TRIMMED TO MATC11 HOUSE 0.9•E PROVIDE REPLACEMENT ANDERSEN WINDOWS AND ZONE 2 SUDING GLA55 DOOR IN KIND WITH EXISTING NEW 4"CAST IRON DRAIN PIPE SLOPED x�1D ATY4/FT FROM POOL HOU5E TO ow,,"RO POOL MUDROOM TO EJECTOR PUMP IN NOTE.ABANDON EXISTING BASEMENT • oaSnNG � aFPR LocATroN A. I-STORY ROOF ON GRAD NG IST x� 0 I ISI I I p IDENCE BY WOF ON M5'nNG 5TRTOW I1CiURE_ Gu= FRONT OF 15GARAGE I I Wl+r— TO DRAIN ONTO DRIVRNAYAND I I �� DRIVEWAY DRNN Ed 0.0 ED ORY ADDITION SITE �s L A N ��� �� ST,NG NOTE: BASED ON INFORMATION ' ZA d PROVIDED BY NEIGHBOR, WELL +x AND CESSPOOLS ON PROPERTY SCALE: I " - L� � � r� �nON TO THE EAST ARE IN EXCESS OF 40.' N r =1G150 FT FROM PROPOSED WELLS N O NorE A 4 oceMl+ Q AND CESSPOOLS FOR THIS •� LACATIL x(VARIES) sus l"MG � 1 PROJECT. TO BE MCRETE ABANDONED. Nc. � Z�o ZI DMUL i C� i NOTE APPDXIMATE bo I NOTE. LOCATION OF NEW �y i CDN BURIED SDDGAL LPl,AS TANK � WAS NOTE: BASED ON INFORMATION PROVIDED I BY NEIGHBOR, WELL'AND CESSPOOLS ON D®M PROPERTY TO THE EAST ARE IN EXCESS OF 1 150 FT FROM PROPOSED WELLS AND ; _ 1 CESSPOOLS FOR THIS PROJECT. 1 I Wim- NEW TRENCH DRAIN ZONE NOTE-ABANDON • D05TING WELL IN V I v U p9E , •1 4 I'KWIUCKLYL ,.VlCNI ANUCIC7CN WINU(JWSAND W ZONE 2 D ffi. � 15UDING GLA55 DOOR IN KIND WTTH EM5TING. w 1 A NEW 4" CAST IRON DRAIN PIPE SLOPED 'tiro 0 ATy4"/FT FROM POOL HOUSE TO D KA - 1 N A G E0000 49 p°°` � MUDROOM TO EJECTOR PUMP IN yABANDON EXISTING BASEMENT anNG SEPTIC SITE FLAN AT10N � PROPOSED 1-5TORY ti] ATro ADDITION SCALE: 1 /32" = 1 '-01110 1 x` O 1 Z NEW ROOF ON EXISTING I-STORY �\ EOU 5TRUCTURE. FRONT OF GARAGE GUTTER(TYPIC TO DRAIN ONTO DRIVEWAY AND 4.1• r,p DRIVEWAY DRAIN b 1.4 En F0. VARE 3 OvDff glt1CK 2°"' NOTE: BA5ED ON INI'M '0WD RM M 2A p` PROVIDED BY NEIGHBOR 91NRD 42 s - AND CE55POOL5 ON PRI x "i N ABANDON "s TO THE EAST ARE IN EXC N �x 4- ;+; E�INGWEIl. 150 FT FROM PROPOSE[ Eno MA 5 APPPDX LOCATION AND CESSPOOLS FOR Tf 41 EXISTINGSEPnG 11 G � PROJECT. srsTaa SYSTEM TO BE I - ,� ABANDONED. FfTr� �_i LNG I a 20 NOTE:MINIMUM 15' \a Zd SEPARATION i:cm BETWEEN NEWDRYWELL AND N R1M)3I DL ABANDONED SEPTIC �'a Y SYSTEM RIDGE , �Ymri TBL40M•+1WY 1 O TEST HOLE DATA NG ASND L JOIST"NI(I(�L tlOOD ELNA PSI wTCM SBG TIHIG 2A PRLHIP"G 6 G OD m,G\IaJ 111115 w�' IN,pOIOm Of I-1/420 U4•'IWPf TOR I ZOIAtI fp+if5T w11✓D 5P® CR055 5ECTION END VIEW V DARKBROWN IDAM OL `_�ppTjENT BROWN CLAY CL 3 � 1 N 88'43'35" E N sw BROWNCIAYDY5AND 5G ccvwr w 12p1FL8tsecue 1W�6L gLOG111FdC ON op WATEP.IN BROWN CIAYEY5AND SC OF BUFF CORNER 0. wroua am caw•wl cans w eic"nm ar I-1/e. 62' 20(.pOL 51RlP TOR 1ATOfAl,5lSMttaYlGIION HOLDDOWN X pTvlvmc WALL GOtML"OM RpPL3.30119gi WATER IN BROWN FINE TO MEDIUM SAND 5P 1 rac lao lcn rp,rtsrwvm� �,� Irr-10 68' 1 mut WEA WATER ENCOUNTER®521 BWV 5URFACE )� 1 BA5ED,ON SURVEY BY: NATHAN TAFT CORWIN III X 1 DATED: 25 AUGUST, 2015 1 rPONRMm LOY 9w Va16D 0r 1_IfT. • 20GIli3fRIP®200r TO WNl.WJILro WpLL.A1ID wluro.awpro"wreacvolas"rat�J SCTM: 1000-5 I—0 I -08 X X AREA: 52,287 5F TO TIE LINE a„ LOT COVERAGE X= LOT AREA: 52,287 5F 1 4;;=. EXISTING HOUSE: 3,083 5F l d PROPOSED ADDITION: G47 5F i ,:`:... •� EXISTING POOL: G33 SF EXISTING DECKS/SHEDS: G 10 UPLIFT CONNECTIONS SF— ---• Tw r` Aug CON NECTI O N 5 DETAIL TOTAL FOOTPRINT: 4,973 SF SV.L 12�IV 4,973 / 52,287 = 9.5 1 % - ave wwc 8"THICK PRECAST CONCRETE TRAFFIC BEARING SLAB. GRASS SHOULDER AREA. TYPICAL ' GRADE GRADE III 1 =IIII�IIII � '�iG•;q�•a; ` a�+: .R� 4„ SCK 1 = ®®®® PLAN G ®®®®® ® SIT E ® ®® ® SCALE: I " - 40' x C ®® CLEAN SAND 8 N x 0®®®® GRAVEL \ �q q C NOTE:APPRC ®®IN 19 �ej LOCATION OF (7 D(ISTING 5EP 8'DIAMETER x(VARIES) 4C 5115TDM TO E c PRECAST CONCRETE ABANDONED LEACHING RING. N GROUND WATER IIIA---- I111Jlllll NOTD- CLEAN SAND 3 GRAVEL BuFJE BURIE Ir-Ga NOTE: BASED ON INFORMATION PROVIDED Z MIn. 81-0"Dia. 2'o"Min. BY NEIGHBOR, WELL AND CESSPOOLS ON PROPERTY TO THE EAST ARE IN EXCESS OF Typical Section (a-) Leaching-Pools 150 FT FROM PROPOSED WELLS AND Scale: NTS CESSPOOLS FOR THIS PROJECT. z FFE: 64.01' N SLOP54"I P MIN. LE: SLOPE: 4"/ P MIN. I.E: I.E: I.E: G 1.54' G 1. ' 19 60.95' 60.4 ' 1500 GALLON SEPTIC TANK (TYPICAL) SEPTIC CROSS-SECTION 1- -I (I)LEACHING "POO NOT TO SCAIF 8'DIA.x I G'DEEP IA/ATE 52' os 1r 1� 1 1 FFE G9 OI b • _ GRADE G:48 1 T1 5L LSLOPE / 11Y_I`v'TD 'CEI 59 IE 6145 lE 6095 IF 6 5 TE5T f10LE DATA G VSLAND SOU1 LN 50D GALLON 1 1 5EPTIC TANK 1 (TwICAt) Lij0,/x/1` DARK BROWN LOAM OL ,LowpA(FRK 1SEPTIC CROSS-SECTION I BROWN CLAYGL – NOT TO 5CALE B)D IA 6 DfIG 001 N 88- 3`35" E N 43•�o BROWN CLAYEY SAND 5C 5 .48 r DRAINAGE CALCULATIONS. WATER LE EL ID Y ZONE 1 : 1 550 5F x 0. 17 = 263.50 CF xZ, U"W,TO 1�ON 25.08/15 �"4 „ PROVIDE (2) G'DIA x 00"D DRYWELL5 ( 1 34 CF EACH) x''`` ZONE 2 1207 5F x 0 17 = 205 19 CF 52 WATER IN BROWN CLAYEY SAND 5C z oTTOM OF BLUFF u C) PROVIDE (2) G'DIAx 5'0"D DRYWELL5 ( I I I G CF EACH) 62 0 o ZONE 3: 428 5F x 0. 17 = 72.74 CF WATER IN BROWN FINE TO MEDIUM SAND 5P x G5 rn 1 WATER TO BE DRAINED ONTO EXISTING PAVING AFKA2.o r" ZONE 4: 22G 5F x 0. 17 = 38.42 CF WATER ENCOUNTERED 52 BELOW SURFACE ,e.ii '"'SM°"1 2" WATER TO BE DRAINED ONTO EXISTING PAVING 1p- 1 �" ZONE 5: 22G 5F x 0 17 = 38.42 CF BASED ON SURVEY BY. 2 WATER TO BE DRAINED ONTO EXISTING PAVING NATHAN TAFT CORWIN III mi 1 I DATED: 25 AUGUST, 2015 ;'O'r Llitye(Sl—IfVIALL—;l&Tf Imes 8 1 SCTM: 1000-5 1 -01 -08 x31.17 cit c � Court �-Y:-. � fed 'Th' AREA 52,287 SF TO TIE LINE x x�1'' ,,..x x's7 'z� � ��@�_ `"pz. = '13 i° 4 i 32.7 49.3 ZOO, 48 FOUND 1 x x{9.4 as• xAiu &'= 'o�o � �i� Inspeetaoll(s). LOT COVERAGE Top OF g1"`� %� X= - LOT AREA: 52,287 SF I= EXISTING HOUSE: 3,083 5F w.LL PROP05ED ADDITION: G47 SF S ONO W ,8Y1 EXISTING POOL. 433 SF (l/UG/yj J x EX15TING DECKS/SHEDS: G 10 5F------------- 1 x F"0" TOTAL FOOTPRINT. 4,973 5F 54_ , 1 '_-___-- _ 1_ - -- 0"N �e'8' f s x Au wWw foto No ISTING FRAME 4,973 / 52,287 = 9.5 1 °10 ¢ � o� '� 5E %ISTING 15TORI FE1k£ 1 1 1 FRAME POOL"OU5f 0 9•E wMl F�NOc15n TE NG REMOVEIC M ` NEW 4"CAST IRON DRAIN PIPE SLOPED 6� SEPTy' €�„4 �. , 0110 p� P a SYSTEM APPRO% AT%4yFT FROM POOL MOUSE TO e� e'VVq- LI'�. e1 OF rS wux 1 LocAnoN L -4.'F0-R,aT I Y�-E S01\1, MUDROOM TO EJECTOR PUMP IN /-. h„�, 1�, a a9. EXISTING BASEMENT Nv 1 °vND tom REPLACE EXISTING WATER SERVICE LINES FRC>M t10U5E TO POOL^t10USE WITH NEW � 180' HOT AND COLD SERVICE LINES(INSULATED) [��€ '"tide t ED �. t'!RgY. .t 4-. �„�,,• ,�,- � - PROPOSED I-STORY • �+”— NEW ROOF ON �t 1(.,p w<�"',t SIFT'S 8i.���'i"e'.i.3'.3 ADDITION • Y, E%ISTING I STORv T:•1 'NIO i uli 'r�...'>'�'.�..r::L.�, '��S�:.i✓ E0151� E5IDENCE 1, cf S.'i�o" r,'r�`:t 1:.i I�°`�.4 dr✓ �S'�`sD.E NMF- EW ROOF ON •Z p! q THE $�y5;, CO EXISTING 15TORt tm O y:••iT •6'r`r E ems.e� 4,• C1. STRUCTURE 14 0.8E. 6R�CK NEy ?Do PROPOSED (n GARAGE 5'RUCG oo ND STORY 1 aoUV NOTE: BASED ON INFORMATION S I T E F L A N yTRucTu ZA PROVIDED BY NEIGHBOR, WELL } ,5TORY AND CESSPOOLS ON PROPERTY SCALE: I " - 40' 7, "� �.–'' oPTO"0 TE Al NDON �, TO THE EAST ARE IN EXCESS OF G� LL 150 FT FROM PROPOSED WELLS / � � � � PI PRO%L ATION /_.f`� G!�R� NOTE APPRO%IMAT LOCAT ON OF AND CESSPOOLS FOR THIS /C,j", v"� in EX STINGG SEPTIC 2 yEP 7 SYSTEM TO BE zoN PROJECT. �O >,yl n Un ABANDONED 1 LEA HING N 20 "Z i t'll"".1 5�CEE S o�5-e, �S r 2°D �4a�.3�°D.;PAE Tt,,EN€ E�T yvAL ��'c^gay{�a e: w_S �ai mow.. y �:..t'�c.•.. � '"o"VS oS,..l ! 'lf�e ID APPDXIMATE yIJe LOCATION OF NEW 1 4 " T a 5�'.i LT y �–'•'•,T' ORA BURIED 500GAL C? I �U /7 '••"°'�`�"i� Zm e' R4 NOTE: BASED ON INFORMATION PROVIDED P-GAS TANK BY NEIGHBOR, WELL AND CE55POOLS ON PROPERTY TO THE EAST ARE IN EXCESS OF I II �} ,(5 / 6�• �y. � �, /D/ `aO 5, 150 FT FROM PROPOSED WELLS AND A ' � / / CE55POOLS FOR THIS PROJ ^+: --°��;nx � � d Intl* Y ' "4d N, vciE��)ao ..es �t?;v � M u ;@r�:xt Eb'v a�^�ai 0 I-WS: Gi.1-'?Ecdf.Pli�1C,i (/y[y I� j 5� y�1 '6s� g ;,yy�,��^^ a1� ��yy �y�°i�Iyy,, vv��5,��j `p"IL, Ie !J C4� d�aJ`�d I E,.F�i�e .� �= p ri:�,� ill/A g E ERVIGEE 0.9'E- 1 11Nf r 1 KEARNS RESIDENCE 18075 SOUNDVIEW AVE. i SOUTHOLD, NY v ;° A 100N INS— "EC 100H R - = IRED FOR SAN u ARY SYS b L6EIIVL REV. 11-22-2016 - BY HEALTH DEPARTMEN � -- I EW WELL '!( LOCATIO" NOTE ABANDON SCALE.1II — 40' };-0 ( EXISTING WELL IN 1 W[ C71BASEMENT Fy,INO W•_ `� Robert I. Brow -411. V,j �f 0 � Architect, P.C. ' WT "�wF Zo5 Bax Ave. Greenport I �5*RGAa "�wF info@6brownarchitect•co qR„ U�NHptfSE 5 — 631-477-9752 ' ' �� f REScheck Software Version 4.6.3 Compliance Certificate Project KEARNS ADDITION Energy Code: 2015 IECC Location: Riverhead, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,145 ft2 Glazing Area 16% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 18075 SOUNDVIEW AVE ROBERT I. BROWN SOUTHOLD, NY 11971 205 BAY AVE GREENPORT, NY 11944 6314779752 info@ribrownarchitect.com Compliance: 12.6%Better Than Code Maximum UA: 595 Your UA: 520 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area AsseiiAly or Cavity Cont; U-Factor UA' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,651 22.0 0.0 0.042 69 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 859 22.0 0.0 0.042 36 Floor 3:All-Wood Joist/Truss:Over Unconditioned Space 215 22.0 0.0 0.042 9 Wall 1: Wood Frame, 16"D.C. 2,299 28.0 0.0 0.050 94 Window 1:Wood Frame:Double Pane with Low-E 14 0.320 4 SHGC: 0.40 Window 2:Wood Frame:Double Pane with Low-E 14 0.320 4 SHGC: 0.40 Window 3:Wood Frame:Double Pane with Low-E 14 0.320 4 SHGC: 0.40 Window 4:Wood Frame:Double Pane with Low-E 14 0.320 4 SHGC: 0.40 Window 5:Wood Frame:Double Pane with Low-E 14 0.320 4 SHGC: 0.40 Window 6: Wood Frame.Double Pane with Low-E 3 0.320 1 SHGC: 0.40 Window 7: Wood Frame:Double Pane with Low-E 9 0.320 3 SHGC 0.40 Window 8:Wood Frame:Double Pane with Low-E 14 0.320 4 SHGC: 0.40 Window 9:Wood Frame:Double Pane with Low-E 9 0.320 3 SHGC- 0.40 Project Title: KEARNS ADDITION \ Report date: 01/19/17 Data filename: C:\Users\Ryan\Documents\REScheck\KEARNSS2.rck Page 1 ofll S 9 t Gro�s Area As 1b or Cavity Cont. U-Factor'.. UA- sem ly. Perimeter Window 10:Wood Frame:Double Pane with Low-E 16 0.320 5 SHGC: 0.40 Window 11:Wood Frame:Double Pane with Low-E 16 0.320 5 SHGC: 0.40 Window 12: Wood Frame:Double Pane with Low-E 16 0.320 5 SHGC: 0.40 Window 13: Wood Frame:Double Pane with Low-E 16 0.320 5 SHGC: 0.40 Window 14:Wood Frame:Double Pane with Low-E 23 0.320 7 SHGC: 0.40 Window 15: Wood Frame:Double Pane with Low-E 23 0.320 7 SHGC: 0.40 Window 16:Wood Frame:Double Pane with Low-E 23 0.320 7 SHGC: 0.40 Window 17:Wood Frame:Double Pane with Low-E 23 0.320 7 SHGC: 0.40 Window 18:Wood Frame:Double Pane with Low-E 14 0.320 4 SHGC: 0.40 Window 19:Wood Frame:Double Pane with Low-E 16 0.320 5 SHGC: 0.40 Window 20:Wood Frame:Double Pane with Low-E 16 0.320 5 SHGC: 0.40 Door 1: Solid 20 0.320 6 Door 2: Glass 31 0.320 10 SHGC: 0.40 Door 3: Glass 39 0.320 12 SHGC: 0.40 Door 4: Solid 21 0.320 7 Wall 2:Wood Frame, 16" o.c. 1,312 28.0 0.0 0.050 56 Window 21:Wood Frame:Double Pane with Low-E 14 0.320 4 SHGC: 0.40 Window 22:Wood Frame:Double Pane with Low-E 14 0.320 4 SHGC: 0.40 Window 23:Wood Frame:Double Pane with Low-E 14 0.320 4 SHGC: 0.40 Window 24: Wood Frame:Double Pane with Low-E 8 0.320 3 SHGC: 0.40 Window 25:Wood Frame:Double Pane with Low-E 8 0.320 3 SHGC: 0.40 Window 26:Wood Frame:Double Pane with Low-E 8 0.320 3 SHGC: 0.40 Window 27:Wood Frame:Double Pane with Low-E 8 0.320 3 SHGC: 0.40 Window 28:Wood Frame:Double Pane with Low-E 5 0.320 2 SHGC: 0.40 Window 29:Wood Frame:Double Pane with Low-E 16 0.320 5 SHGC: 0.40 Window 30:Wood Frame:Double Pane with Low-E 16 0.320 5 SHGC: 0.40 Window 31:Wood Frame:Double Pane with Low-E 16 0.320 5 SHGC: 0.40 1 Window 32: Wood Frame:Double Pane with Low-E 16 0.320 5 SHGC. 0.40 Window 33: Wood Frame:Double Pane with.Low-E 16 0.320 5 SHGC: 0.40 Window 34:Wood Frame:Double Pane with Low-E 16 0.320 5 SHGC: 0.40 Project Title: KEARNS ADDITION Report date: 01/19/17 Data filename: C:\Users\Ryan\Documents\REScheck\KEARNS 2.rck Page 2 ofll rOSS Area Cavity'' Cont., Window 35: Wood Frame:Double Pane with Low-E 9 0.320 3 SHGC: 0.40 Ceiling 1: Flat Ceiling or Scissor Truss 1,602 50.0 0.0 0.026 42 Ceiling 2: Flat Ceiling or Scissor Truss 1,027 50.0 0.0 0.026 27 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in RE check Version 4.6.3 and to comply with the mandatory re ui ements listed in the REScheck Inspection Checklist. i��$k Xat�4tafzr - Hcilyu NaMe-Title ign u Date Project Title: KEARNS ADDITION Report date: 01/19/17 Data filename: C:\Users\Ryan\Documents\REScheck\KEARNS 2.rck Page 3 of11 ' REScheck Software Version 4.6.3 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section skVerifiieci ';Field:V0rifi6d,,. ; F:re=tnspectio'n/PIan:Reviei Coiinjilios�`` Comments7Assurripions Vahze.;.,: Value . ❑Com lies Requirement will be met. 103.1, ;Construction drawings and p q 103.2 :documentation demonstrate ;;. = ' - #_°',r,,,: .. ,❑Does Not [PR1]1 ;energy code compliance for the ❑Not Observable building envelope.Thermal :envelope represented on ❑Not Applicable ;construction documents. 'J 103.1, ;Construction drawings and t`; '•'., t:, ;ti-"°; ;xk >'` ❑Complies Requirement will be met. 103.2, !documentation demonstrate _' ;;.; , '. aW=ys <;;;.;;_ 1A ;M„ ❑Does Not 403.7 ;energy code compliance for :,JI [PR3]1 ;lighting and mechanical systems. i '-, • f;>. M£d.:. fs z '; " ,'„❑Not Observable , `[M ❑Not Applicable ;Systems serving multiple �g°:;,Pr °� ,,..<:,.-• •i:.'�.. � ;dwelling units must demonstrate ,compliance with the IECC Commercial Provisions. Heating and cooling equipment is; Heating:X Heating: ;❑Complies ;Requirement will be met. 4f13i7; sized per ACCA Manual S based i Btu/hr Btu/hr ;❑Does Not [PR2�? •'", on loads calculated per ACCA 1 Cooling: Cooling: ;❑Not Observable ; Manual J or other methods ` AV;` approved by the code official. ; Btu/hr Btu/hr ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title: KEARNS ADDITION Report date: 01/19/17 Data filename: C:\Users\Ryan\Documents\REScheck\KEARNS 2.rck Page 4 ofll ' Section : •; .. - . -... ...: .. ..:� _: : � ." Foundation Inspeetlon , " Complies? CommentslAssumptions & Re .ID= 303.2.1 �.,A protective covering is installed to '❑Complies ;Requirement will be met. [FOl1]?> J protect exposed exterior insulation ;❑Does Not Sand extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 4t713 - , ❑ installed. Ul Snow-and ice-melting system controls, Complies ;Exception: Requirement is not applicable. I2 z ) tFODoes Not ' ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: KEARNS ADDITION Report date: 01/19/17 Data filename: C:\Users\Ryan\Documents\REScheck\KEARNS 2.rck Page 5 of 11 Seetiion' ; f Plans Verified c. Field'U;erified 'v =s--`C (Rough-In Inspection :: o'inplies? _Comments/Assum"ptions aiue: ti/alue:z`;. ;r_,: a._.,.:,:•.{ _ :1 - y.�..s. 402.1.1, ;Door U-factor. U- NU- ;❑Complies See the Envelope Assemblies 402.3.4 i ;❑Does Not table for values [FR1]1 ; Q ;❑Not Observable ❑Not Applicable 402.1.1, ,Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, iaverage). ;❑Does Not ;table for values. 402.3.3, ; 402.3.6, ; ❑Not Observable 402.5 ; ;❑Not Applicable [FR2]1 , 303.1.3 ;,U-factors of fenestration products " '�Y' "` r' ❑Complies ;Requirement will be met. [FR4]1 ,are determined in accordance s.Fm '` ' .,k• :' ; .* ;,* ;'•,,:.�,'•. :t"ElDoes Not ;with the NFRC test procedure or _ []Not Observable :K:'r* �'�i :.'% ;taken from the default table. :' r3; 4� r ' : `: 4: } '''?} �� Y ❑Not Applicable _: � . 402.4.1.1 ;Air barrier and thermal barrier °� '"= ,�'?.dtiavP' r t ' wt'a.❑Complies 'Requirement will be met. 1 ' .z •-.o-.;:.y=ifi' r:t?.i•:a.''+I, " '. i3.._.°�'.t , [FR23] ,installed per manufacturer's A.x 3 {'` '' _'°_" z' ❑Does Not instructions. >'', r` €m ; t: �• ". ' e K ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ' :SG~"`"'> ;`=' {.F _':> { ;�_;' 'x" ;5 ❑Complies Requirement will be met. ; y 1 *; ara [FR20]1 ,is listed and labeled as meeting >.Y, r} ^r:' 'x El Not AAMA/WDMA/CSA 101/I.S.2/A440 {� J . t' • �,�,.,.,❑Not Observable ; ... ;t: ,. r F.: or has infiltration rates per NFRC °_.'--`. ;.�,, la �•.; ;, •= ❑Not ;400 that do not exceed code •` r:> .r ",'„`"',r••,' `''T:A Applicable 'limits. Y:� Ez_1 , ?� r- :�.. +�s.•.s"4,• 402:4:5 ' , IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. arc.•, -:. r4 M«. k. [FR416]? . sealed at housing/interior finish ;,:;;;� b ' .':i rw )P _';_.,�.? ;; ❑Does Not ; ' '"R'"'4'S:Y..J\. ,dim' •b'.-=Z :'ry.io,w`. and labeled to indicate_<2.0 cfm - •: hoc, `n= °' ';�}� '"' f �_•_ s l [ , leakage at 75 Pa. " °' " ' ❑Not Observable ❑Not Applicable ❑Com lies ,Exception: Ducts located 403.2.1 ,Supply and return ducts in attics p p FR12 1 iinsulated >= R-8 where duct is ❑ ;completely•inside the [ ] Does Not >= 3 inches in diameter and >_ Su; ft , . building envelope. 'R-6 where < 3 inches. Supply and ' & ' ' ❑Not Observable 'return ducts in other portions of " "+ � ❑Not Applicable I i5`S. -r'"4 ",;s • "art x>:...:. 'the building insulated >= R-6 for ,diameter>= 3 inches and R-4.2 • � " '�:�: }E �;z�.�r• x.; ,�, .��•Lr'-:ea•.:���- Ifor< 3 inches in diameter. 403:3:35..;Building cavities are not used as ",:�,� ,I' `•=•' ,b , :.°, ❑Complies ,Requirement will be met. c<: Y•". a'.. f J., Does Not [FFt]:'5;j3,� 3 ducts or plenums. h, «�?> Y ,;����_" ��',�:� . .aY JL.Y`;•'.•Y•�lif9: y'a: s''`• ''':ttitsW° ❑ r�=<�i!.r. -'•�'Q o:.:.t'':r ; s :{;"�:r.';? Not Observable 4 a.. Z. w`N`.• Yes�.n• -,�;xt•- ;<4�,•.) + .A i';:•�'�F '` ='?s:!�iY'`,�g'ry'�'L^�`e ,L ❑ PP Not Applicable ' n. `rwl sa�a_!.3?c•L''sY t3 ,�T!=:.3rf'r�''»'i., ai "'','"',.•,`,: , 4034t " HVAC piping conveying fluids R- ( R- ;❑Complies ;Requirement will be met. [FR17;]?yy° above 105 °F or chilled fluids '❑Does Not eo : " v below 55°F are insulated to >_R- „ - {❑Not Observable3. ' ;❑Not Applicable 403.4.1 `Protection of insulation on HVAC `:'' "x` '+. '`' ' t 'R` •�� "r';:d*-,,�s,•`.�;..:.�{ ;-;���;..:,..;6.��;: ❑Complies ,Requirement will be met. [FR2411 piping. .,'`K: x".<rdm .cl�. �.. ❑Does Not ❑Not Observable , eg+a,#`e.'.re:a.;�,,u�•"zys ,..r.�'f_�c.�;=:'�:•,,:�.5„�...?R,'�;^,b3 ❑Not Applicable 403:5:3"k;,Hot water pipes are insulated to ; R- R- ;❑Complies Requirement will be met. [F1118]?; Y ?R-3. ❑Does Not ;❑Not Observable ' ❑Not Applicable ❑Com lies :Requirement will be met. ;403:6?� •(Automatic or gravity dampers are ;�s<:= �.• '�' [Fit;19]?y: '' installed on all outdoor air " '” "g '`'" ' $`' `� ,' Does Not ; 3ntakes and exhausts. !r• . . w15❑Not Observable ' ❑Not Applicable 11 High Impact (Tier 1) `•2�, Medium Impact(Tier 2) ,'_._ Low Impact(Tier 3) Project Title: KEARNS ADDITION Report date: 01/19/17 Data filename: C:\Users\Ryan\Documents\REScheck\KEARNS 2.rck Page 6 ofll Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 . Medium Impact(Tier 2) 3. Low Impact (Tier 3) Project Title: KEARNS ADDITION Report date: 01/19/17 Data filename: C:\Users\Ryan\Documents\REScheck\KEARNS 2.rck Page 7 of11 ons _ddY-'W��JAII installed insulation is labeled ElComplies :Requirement will be met. or the installed R-values Does Not E]Not Observable E]Not Applicable i Lk 402.1.1, :Floor insulation R-value. R- R- ElComplies See the Envelope Assemblies 402.2.6 table for values. E] Wood E] Wood :E]Does Not E] Steel Steel :E]Not Observable :E]Not Applicable Requirement will be met. 303.2, lFloor insulation installed per 402.2.7 !manufacturer's instruc-ions and ®R E]Does Not JIN211 hn substantial contact with the E]Not Observable underside of the subfloor, or floor E]Not Applicable iframing cavity insulation is in contact with the top side of :sheathing, or continuous ;insulation is installed on the !underside of floor framing and !extends from the bottom to t ;top of all perimeter floor framing 402.1.1, :Wall insulation R-value' If this is a, R- R- ;,E]Complies :See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the 'table for values. 402.2.6 :wall insulation on the wall f :El Mass E] mass UNot Observable [IN311 exterior,the exterior insulation requirement applies(FRIO). E] Steel Steel 1EINot Applicable Ocomplies Requirement will be met. 303.2 �Wall insulation is installed per imanufacturer's instructions. E]Does Not E]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1:'f]Medium Impact(Tier 2) Low I m pa ct��(Tier 3) Project Title: KEARNSADDITION Report date: 01/19/17 Data filename: C:\Users\Ryan\Ducunnents\REScheck\KEARN5J.rck Page DofIl ' 402.1.1, :Ceiling insulation R-value. R- R- ;,E]Complies See the Envelope Assemblies 402.2.1, E] Wood F-1 Wood PDoes Not table for values. 402.2.2, 0 Steel E] Steel :,E]Not Observable 402.2.6 1 303.1.1.1,�Ceiling insulation installed per 1, ElComplies Requirement will be met. 303.2 !manufacturer's instructions. E]Does Not [F1211 !Blown insulation marked every EJNot Applicable ElComplies !Requirement will be met. Vented attics with air permeable 00 1E122] insulation include baffle adjacent E]Does Not ig #!;^'to soffit and eave vents that able VS extends over insulation. E]Not Applicable 402.2.4 Wtic access hatch and door R-— R- :E]Complies iRequirement will be met. [F1311 I insulation �!:R-value of the :E]Does Not ;adjacent assembly. :E]Not Observable 402.4.1.2 !Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 ElComplies :Requirement will be met. [FI17]1 lach in Climate Zones 1-2, and :E]Does Not <=3 ach in Climate Zones 3-8. :E]Not Observable �E]Not Applicable laces have 402 4Q. Wood-burning firep Z Elcompiies 'Requirement will be met. E]Does Not tight fitting flue dampers and outdoor air for combusti ONot Observable E]Not Applicable 403.2.3 !Duct tightness test result of<=4 1 cfm/100 cfm/100 ElComplies ;Requirement will be met. [F1411 cfm/100 ft2 across the system or ft2 :E]Does Not <=3 cfm/100 ft2 without air UNot Observable 1 handier @ 25 Pa. For rough-in :tests,verification may need to :,E]Not Applicable ioccur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 !E]Complies ;Requirement will be met. [F127]1 :determine air leakage with ft2 ft2 :E]Does Not :either: Rough-in test:Total :leakage measured with a UNot Observable :pressure differential of 0.1 inch :E]Not Applicable :w.g. across the system including ithe manufacturer's air handler :enclosure if installed at time of itest. Postconstruction test:Total Heakage measured with a :pressure differential of 0.1 inch ;w.g. across the entire system :including the manufacturer's air 1 ;handler enclosure. El 403.3.2.1 �Air handier leakage designated Complies :Requirement will be met. [F12411 i by manufacturer at<=2,0/, of oes Not ;design air flow. E]Not Observable E]Not Applicable E]Compl i es 'Requirement will be met. 401ililt,­il Programmable thermostats El [F,191 installed for control of primary Does Not heating and cooling systems and LJNot Observable initially set by manufacturer to E]Not Applicable code specifications. 'ElComplies Requirement will be met. N;t-T t pump thermostat installed El Does Not on heat pumps. k_4 77 �E]Not Applicable I High Impact(Tier 1) ['2z]medium Impact(Tier 2) Low impact (Tier 3) Project Title: KEARNSADD[O0N Report date: 01/19/17 Data filename: C:\Users\Ryan\Documents\REScheck\KEARNS2.rck Page 0ofII V. kw g service hot water 'Requirement will be met. systems have automatic or Does Not manual controls. E]Not Observable E]Not Applicable 4 '1 All mechanical ventilation system -M-'WW-9i Complies Requirement will be met. fans not part of tested and listed HVAC equipment meet efficacy ......... [:]Not Observable and air flow limits. E]Not Applicable tIAA :Requirement will be met. Elcomplies E]Does Not 403,4"L? water boilers supplying heat through one-or two-pipe heating systems have outdoor setback q bservable control to lower boiler water E]Not Applicable 1-,- temperature based on outdoor OComplies Requirement will be met. Heated water circulation systems fjh*29-ji have a circulation pump.The E]Does Not E]Not Observable 4", system return pipe is a dedicated pipe or a cold water supply pipe.Gravity and thermos- E]Not Applicable syphon circulation systems are not present. Controls for M ulating hot water system circ pumps start the pump with signal "'i for hot water demand within the t'.'R occupancy. Controls automatically turn off the pump 114when water is in circulation loop � is at set-point temperature and no demand for hot water exists. Electric heat trace systems quirement will be met. comply with IEEE 515.1 or UL E]Does Not Controls automatically 515. —YX —]Not Observable adjust the energy input to the heat tracing to maintain the E]Not Applicable desired water temperature in the AM MT*i,Water distribution systems that IN' tiNX-,V_Z-�N",K, ElComplies Requirement will be met. F 13 0'J have recirculation pumps tha Wi E]Not Observable supply pipe back to the heated pump water from a heated water E]Not Applicable water source through a cold water supply pipe have a demand recirculation water �,_'12 system.Pumps have controls that manage operation of the p and limit the temperature pum of the water entering the cold water piping to 1049F. ElComplies ;Requirement will be met. 403'5w-4-Q",F,1 Drain water heat recovery units g� fEBM] W, tested in accordance with CSA E]Does Not B55.1. Potable water-side VT E]Not Observable E]Not Applicable pressure loss of drain water heat rec individual units connected to one or two showers. Potable water- 11� side pressure loss of drain water Y.)heat recovery units < 2 psi for individual units connected to r more showers. three o Requirement will be met. 404.1 175%of lamps in permanent s (F1611 !fixtures or 75%of permanent E)Does Not :fixtures have high efficacy lamps. E]Not Observable ;Does not apply to low-voltage 1 High Impact(Tier 1) Medium Impact(Tier 2.) Low impact(Tier 3) Project Title: KEARNS ADDITION Report date: 0I/I9/17 Data filename: [:\Usens\Ryan\Documents\REScheck\KEARNS2.rck Page l0ofll ­J� Um lans F, C Fuel gas lighting systems have Complies :Requirement will be met. no continuous pilot light. Does Not 5 Not Observable "S Not Applicable Compliance certificate posted. ElComplies !Requirement will be met. �3 E]Does Not Observable E]Not Applicable Manufacturer manuals for DComplies :Requirement will be met. [F118 mechanical and water heating E]Does Not systems have been provided. Not Observable F-]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) medium Impact(Tier 2) Low impact (Tier 3)= Project Title: KEARNS ADDITION Report date: 01/19/17 Data filename: C:\Users\Ryan\Documents\REScheck\KEARNS 2.rck Page 11 ofll A �( 2015 IECC Energy j Efficiency Certificate !"utation Rating', Above-Grade Wall 28.00 Below-Grade Wall 0.00 Floor 22.00 Ceiling / Roof 50.00 Ductwork (unconditioned spaces): Door Rating,: 0-Factor SHGC"l ' Window 0.32 0.40 Door 0.32 0.40 CoolingHeating& Beating System: Cooling System: Water Heater: Name: Date: r(I.,lot 7 Comments tom, ,•S4}kQV1.T-I'�O;NAL P=E°RryFORtNAN:CEx.G,RATT;NG;S,, rKr .re t::-,.rr .5.'_,,l?`;'o"., ; :f:,,_.,,.�•�Y;• TrY•_ Fk ,:Vis" ble:aTransmttanm. rr T ,'T.�a :. :;,wY' !j th f.,-',^ t ,t, fX r.• r� -,.a r= *.., -G��+�.,' .� yc%-'r1 `Jrw.n^ ,'.. �4, , �' y.D'g'tL'+:iS,Y$t,• :t�t s>r`..'+7':_ „F>i. ^=rt �'�'�� -n.i• �°f'h b v9.,^__>k` ,•JY ,,-},."„l ��';'.e� Via i::�'. .. �r,'tj':'.t:-`�5`>ti,:i rir��:'-.�:rrv:. ;:-..i Q., `N.L,. ,.:fir,, `1. f-�� ..r.�1,�}"• v._9��Y'::'`e,r`,.�'.;: 7rr:-<: �-•+r:9;'---a-acr--•--^------- -- ----- -•- -- ... - - _._ - - • -...ro\�','r .;5s:t;'•.y: :4z cat,r_:i:;Y 3`i.Y_- :",^:,.'^.�. _.i.'it 3:?x.`.;.°.•-_ - Jr'- _ _ ` •�,I. tir.z.., ' tr:' .. .CIS r'�'r :,ti.• IlanYteeluNr�fJpytifel,tAeeefiieii r0i:lnpa,00Mor®ltoiOppllcellRXFBC;prcdedunei:for Aeie�mininO uAole,pfoEuct?�"y'^ ,\ � , •�jettorEnntir'XF9C'tatlnpo'an,Ee!!�m'leeA lo�efi%edyettot:enulionme`�tal'�oonelifb.n�inq a;aptctfaq,pi•oAuci*aue":,F�.,.�^ ' yrs e;+ic� s,� r r4 t'� f �} `,i�, t �� i BFAC;ooir•no!nlo�menA any produce anA(9oe�no!natrent<tAl4iusta0111ty o{any Droeuet for eny speci� }�.• • .•:s �",'-^+�Z��.it j`,��A� :°t�� - � • > op Conrhltjninc}Cttul',1��'i:lltlretSA;!fon.otReryprvauct plHorIDMC!�e�oraatlon t f F,;r? .<n-.t„�:t,,? `v =�h rn r�F,y bPx,,. _ . :'i,t`S •,tit ..v's:s: t.•i;,,,`,2„ea•..k;:Wmlfafrc.o_f9-, �;..: bis”. .1; rw�<.; t s Ll , - �£ = _''.C-x,t'n,,: F,}-':: - _ ...-}.:, •t. �`'J;;f-�'�(S:.S'"t.}t�� .�•: 1. ` `.,,•:.:iMrJ;nJ•7IuIJG4:,l.4:2; - tit" __ .'��'".�...�7:.;.tF f.;<<y;_,.r�.:�rr,,n�.,.I',i-?.%j•': �...'�. _.J"S9'•"'t....-.3-'�? , :•tr�rtir:`�k'�.:tr. - 4 � ;,�, r'; t'. a .;ir' •'::F.s ,'?. ,-i, - .2.; ;y,�.'.`' !•r�'.�.-, �sf yq`x'•" trt i''A�':n'' .:r3`':t.r-Fv,.+. .Q, F I 3r -C•..:r: r_�:.�{« *=>' ,"<u+'+":.;' .<,, r •`rf".. 41S`v''s, :r }t'`'"' tar '•N`l' ` i �� ��'ratoti�� '.�`• '°� Sa �'�1`abei,to�',u"u'-e�refi�eenee,•. •k,' ih. .G=.- '{'.i-`„ '•t�, ;.y..� .,4,-.ar. y.}�X•:',`_.: - `.7' I iY�it.. � �,,.:���,"....a�..E...>t ..L «li,..{:..a.-arw°....:;4' HallmarN<Ci'rtif "'+ ` ;;:r;' I.`A_Seri'es pt S,eries•;D'oilble mugg.lG ndar­­4 :Y::,: ' >.r� .-t• -��t=,:t :t.';«� : ,_ ,t Y .��r Y'.:�_•x r,.:,` -�r�.:; ,, ,�t' °��•'""(. , �{':h�`ai%'wlu Y!�j�.t r�. , v•, - i«-rpanufacturer�stlpMates,cert_ificattnn_to;the,applir�hln:stad' .�<:%:>'- ,� .�� •!'n"�'°»:;� f,t•' t'' * ' -�,/: '�: - f„ �.„ -.%.,�.t'�.-,C:::?-:+;1 'x.i:i-: :'t _ 1 Yt� "°h:l rl iY..e'.•.., '� u ` :ftx >�, '�� �� :s,;ia'^;.::'`` ''� to •�.�• :! 4. , iN: , ;: •r: �; E RI/AE" ?- ,t'• •`,STANDAHDX.=,�l`r;",:i::.� < ;`.s'3'-;n...,.z«i..,'('6:��, .9i:'. •:t;_• :xc'1.+'' �' , ;k_Class;LC=PG7b•4T:3yin-X;i35n:31n -��'I.a't:r. - {\• :. rt?r ,, }; r id'sYz ,�.i' <,'iz' -DP+7070''�v: '.f ..yL a t• s k t �rte',� . .,.:'_ .Y` .S,R �''C°1843 _,ftir ;.,i~ 'x `y �°i" f' .L_ -t .fib.' •.°�{°i,Q.t _ `= s - r4. >h, - .z';:�t' °:L., ".;DP,7 ,.,70-, - ,`,v�^:• .,�':s:.t:.< ,-��.�' ;1$•"R,� G t 'L' ;�j S"'(,S•°Q t ,r - , 1 S: w<i;`s'..'+'.•�:aG:.:1'•: �•b`i,•r;4r.,�:�.`'.»isc$�'`-,+; _::r?,Lr-� -.ii�'c, ,2� .y� z' ` "�'Q 1 �. � ' h f. � C 'y . �l _ - ,.t:: 'rr^: _ :"r;:�,y'.. 1''..t•, ,Q d � yY'• '.`t " ,=i•• �Nib l'fi:' Q' '� � 6 S � + _ '< ><h" '.F.`� - •1''.ir�T.{�, t.. i^,W 7 r Lv``.J .Y +y °s' y b `r�/� .�t� _ ""a a'"'�„�sr` ,ai' -'�z`2416�®01�.;'.- i' '�• fi ��� 5 - L,�r,^ t_ - .---.,s°^` ..t_ MGidf`��LO�7G70,`•A200:mm �'r.i. i`'' _ .�.%�L } , .�.'+': r.'� .t Y �;• i `°'r"'a'- -m6`: h;�`! 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I ISSUES,RtwsoHe L ' - I M15C GENERALNOTE5 ' 1 � eLr raRnRfJDrxxlp A96'Dxo Bro4 nva,IIOU TORN 4KnW 9,uGLPMmY , i . I II OCRY CIAAMMDA9 RJ I I I i t I i ' ILi �msrm6'n DP TMPexenxe ewlpwero ww®e.tt w^i,owrutoDDL xevroRR 9rAtt et1 I i I' r IMe xoNsmnDDMormeD Iw eB 90 CLIMATIC AND GEOGRAPHIC CRITERIA ,I I ; 111 I7 2 oawxsTwKrCHGrrrevBa GROUNDSNOW LOAD 12 PSP (PERFIGa R3012(S)RafT9), O 1� I _{' +AuiXeP.csnXULwIOMe To mePaw,xaDrts osmPzoloRsloermx commurs rm WIND SPEED 120 MPH (PER Flea RZ'12(2) 119) j D S D I m seSMIGDESIGNCTataLr a MKTA1crJ41(9) 2)RCNrs� 1 meAnx PA WWOOwweraarRuer'ol MAwa.Is.'s sec ns,r Wvlo G ,i S.Ix51GNUDNOGILwarxMA4eABmON WINTER DE5IGN TEMP IIT tPER TABLENI(012) I I SIL L uveIDAD Rsw4nWLcolsoPM1TNr,cccs<ATn , ! TE5T MOLE DATA �S 1 i 1 IxA9m+o-w�a`T' x FUDOD 701, x (PER FEMA MAP)' Sxow wAn xG.x.9sxDW YMDW9 PeR n0 R3DI ks,xevr9 FROSTUNEDfrlH SO 1 II wxDo cs 4urepR r,NR IZDM n3se sousT WEATHePJNG FR05ABlUTY SEVERE M RG R30112(3190M)I � ov DN p� DMD Ds um DE51GN LOAD CALCULATIONS(UNIFORM LIVE LOQD5) m I i j14p ,dC,rM I 19r w 30 51 ' 1 v<urn u N 88511'r#l�34'63'^PPI� 7g'17'�7•^F. ' � ' w�,6D0R mRsnrev ParAurbwS AxD reT6wMsw ROOMS OTHER THN 5IFEHNG 40 MI (PERTABLES z0o �'N0MATTIOWn LBeD5TORAG20SI (PR TABLE3'0OfII.SS WITHOUT 9TFGE loops 305"E STARS 40 PR TABU" SROM) n99 I I'I'II1if 7v7�! y T�z'Dxo v�.s�w,rawn�Ran erzannxna,umee ants m¢"swr_1sewR•ssee fl ! � I I r. - ,<D.,,<wx.s.am ':xN"9.a � 1� I, oc,MWm,x Tlslseormne w+s. '1 i I I I I •II� I' T m4wewevvewnw.DwD,sloNnaw4sruerrXr;m.�raenex.mrnrY.,e ' '� % cwWlcs.Pouow amvelowonr I I , I ,111 I' emxrPAcrw.rsr SnuLeuw+sn Am usTAUAU VArewKAUD CL,wmvK+a lsrm oe , ! I { ! retw.<r.<m,roY Q o O I DGLWBmWrnB9 .NMMA 9UB¢CT TO mA4nCAi'CTS COXNIRYG ORDe3ProwA5 I , " T NDT®CWIxACr0R5tW1 N¢v,9n ALL Ina04'Sfl'flIXoxO.auDTDO'U x:CC,BatYTO 1 I I I � _ I ' , ' � "<Ilj f m xa exo^x n.ro,aw,Xa r •.� 1 gyp, - ' I , ICOMnCe meWOIR. , I I I I I 11 �, a nat 3elisTADeow9lRCrco•xocxu,Cevmm uwlxrcru'®wnRer.,.eMs I 1, f, I 1 I ,.Ii w<,"exrawrtem a:Imewwex'e £ l { ! toiROGTORaL oeuwal.Itmu,401rsP8.Toxs nwvavx5 a10 Ce41PGreov I I i', I, , ] M BASED ON SURVEY BY NATHAN TA FT CORWIN III '� i i DmX�4c�roeONsuuaa<'olsn uxlls,Plooa.AeDensnNc nvrAswarATmoN lxwwas AXD NAILING SCHEDULE DATED 25 AUGUST,2015 2CDxrPJlyde9nALLWAU MTC"IC RCaRm D.2 TO ReiO/a.Weu,nN6 WOR<AUDOR FIXAf rPA ANEwGN WtODGbJALR wFrAI NR I ' I 1 I iAUwT4x oexM'roRx. eANOIVA PAW LY DA4LV,G919959B:HC+f,NXDFprtKM -) , , r il' • SCTM.1000-51-01-08 arr'11 , I %um M"rol,vm rns.uen roessuo awuAsuma.w,ross,as w.ss AmTo�ma+ xuuaenoP xAis xaisP,v'ap 1 I yll ' AREA 52,287 SF TO TE UNE 1 DBx ROOF FRAMING LOT ��AxDDDxS,etCrKv 1fi � On � .N I {- TDAPK,xeBPR SAND MAelARR/N6G"Me��TO REMau AeOW'VVORCAPnICP9>aft,Dlr ' C�NGA9T i0 TOP PMre DDe-rvMPW 3 F2R�0�6TR I ' ( � iI' I 'e J7 LOT COVERAGE �''< y II rs l¢usanRr Pot noo'c ur Na. a� s i� i I (J' ^ LOT AREA,52,2875F 1 ' cel N -ITio rwwueL Pirrtem¢.Nalrrn err uR ' EXISTING HOUSE 3,0835E 1' a ,� FOUNDATIONS R=STrsrun oven PARILMx+mALEuulmr w06[STgAP IF/Lry END) 2 PYRTIC ; I I , PROPOSED ADDITION G4 SF 1, II i �%0^•150O bJ5+" aLoOCINC TO RAPI[RDce N"aED) z.ee " ,, rarx:i•2 B"CPR",N.4CNNRDGr,9DDO Pr-2e OAYT6T wMBOAROTO RAPILR(eNPN4'Lll 2164 sG,Ln BYD I I I , Norlxcs io FPsonvlvcw,u2xs,umN�'n WALL FRAMING I 1 / EXISTING POOL G33 SIP .aR w , 1 1 3 ror PwreroroP nAre RA¢xMFDJ zru `nReosl' I I 1111 GENERAL CONSTR)1Cf10N Tor HAres AT lNroacnas neCe.tLNlm) al6e ALgT eAsoE ' I I , EXISTING DECKS/SHEDS 6105E ,. 1 rPanaAu uxT¢MArgw9,nasN4Arxxl ra-++ran a,oeeRv�nB�s.AeTro I 9 W,Iner[Ni WOOD ND flI9TK N9wCP6L,®9Y rnE o?AWnG,/s ErYVlmreeDx.OR STIJDT To pI6lWIIDI 2164 2 bL� Si/ eeA9p+AElY n<sIGDbI.L�9alt TO WVPS1enSNO4R MGL[RTO HCADFR 6DGF 4t1ID1 fd 6CL ldG eD6ti , I jj. TOTAL FOOTPRINT 4,9735E r{ ^61 • tl0* z anre Aw exluoRraM snAUM.rrn elrnlNe. IOP OR B0INM%Are i09TL96xPUAxeD1 z-16431644•I^m PFR'2NIz.6.2.9 RBPP,o-„RRVCv', '{ ae�nK BD OMPMreTO OORA 6WDA6, Bid' Dept copy from'ZBA ��55 9 fGV CEVnrts VRI .0—TORBtOLMx^+V--NAIIGD 2-16e M�a^w�6R^°a9a PD�wM�^Rw.,9rwKn.a6RA�ND2 '°ID°r i I Fin I reviewed documents 4,973/52,287=9.51% 1 1p (; i RB`"`R aK Re mudaeeRana XPAS ND.mo aNAWWS AWS AuaelWram FLOOR 5HR41oPJRAeroCPDO rtoBNN IDi PERI I ZB ' File# /X�/ ANDCwus lx fLORDVC[WRn MWPARUR�4w�lRB rt9A 03 OOArpW BRDGW TOASIO M1N IDI 2-0d 'e GIEW � ll �• OALL�GTDnW t0 B2APA Mr2A DPOBUReI ICKxg9 as wDLArm BLOLxINGroJpLST(TCENa 1 2Ld HCID 1 , I xOTOBeAPARArmSNRtrIFlOORD'POSUPLI,Ru•V+xmKcfa'i BL06NNOT051LLORTOPMIEIP/[CNaV3J1 3164 ,FAChBLGCf Da ei � � DRAINAGE CALCULATIONS aa 'I e.uNw.�ea AUDwMsnauaz9u Oro 2mDanelvwcnrs Du"xowsa g I vmm pR,vlP&D ew SXNMLR�eNAU BRPwR OP(2)2+N^OR A9 en.MN OV DMWW IPOGESTWPTO BPAMD ,,C,IP01 3164 eALH ABT I ( I' ZONE I 15505Fx017=26350 CF es wenDm NRAu.1o,9rs Axo HCCR eeeasTe eDTxrs mcT HIST ON aPDce ro SPAM rtce cavum see 'FTRtaBr ' , , PROVIDE(2)G'OIAx G'O°D DRYWEIJS(134 CF EACH) m�"a ..✓^�'� I' o wrm¢c�e�Pa ianau'D�iva�P,es�siare'Rcicels wrmL.,Dww,Ws BM+D,oeiTD.IOLST�,D.wlan 316a ruc'uoesr I { a\ �D11/) J'I BAND ARiT r091LLCRTOP MreDOe NAlle01 2-1 fA '1TRIfRY• 1 llL. ZONE 12075Fx017=20519 CF a �i ou rRn is LaW",.mar•ImrRaxwc uNuaat Nsrs Aro rAMuaPAmmis oRAsrormoN I ,' ; i p ROOF 5HEATHING PROVIDE (2)G'DIAx 5'O'D DRYWELLB(I 116CF EACH 1 IAD.Nsn WDo"raXNeermee Tam Wrrn MrzD e.waAamMvi sT4LI1RN PANet9 ea '(MBlE 3tU ZONE 3 428 SF x O 17=72 7G CF _' \ I .TA,°zsxn slMPsov oRAPlNwmnxua.�' Duuaua.roalosleAmec ,Dora' �r( 1 Y 9Ln¢rK51Nw BCAS PA NYS.0IM,W CIXXMAVIxMJRl Au 2fE'EnIDs I'.6'OR 11C 2-0e F2%$VITG4 WATER TO BE DRAINED ONTO EXISTING PAVING ,ar�, sAU RCPN_B rm wNl9 Arvuallo nwrz AUDnaKR Nau slw.aeceWA•�.see ZONE 22G 5Fx017=3842 CF °"r 1' 1 �^"' 7 I "rrsrnmwWuxc wmu>: r.I o•oRW®c Sae peRlSurN4 1 I f',: "' i o.e„rBa wse:'nw.evxa'i'me,e e'salmJlRt'®rot oTewce ewesAXrose wus®rz CEILING SHEATHING I 29 Df^EMBew 2015 WATER TO 13E DRAINED OMO EXISTING PAVING �•/ 'E AunnewceAxo uTeRwR Hxlsr,es io ee seuslmwaWNeR 6H9LM waatnARD se m 'reb6ef lonBD1 I ' li ZONE 5 22G 5F x O 17 a 3842 CF ,. M a..RDoaRlwrDasruueeArraD+mromePureANDSTuovnmenwANumruRwcvn ,w uaPSRS Brs,arsorceAelwovm muAt NarvAecR n,e rwxoATxNe.PNvlm WALLSHEATHING , I, WATER TO DE DRAINED ONTO EXISTING PAVING �, II , sut ee 4aLrewMereR,o"Ts ro elRrcewvM1rLnoes srwxuRAL eANet eD RABI239i I 1 1 THESE PLANS ARE aI H15,TRUMENT OPSERVICF, qA New/xrxuA.s i0 ee rnOtMAI IR9VurzD uxv-e GA55 vrRH AFLOu GAS,mrA-r eoHrart la PIBIReDAxD Pnxn9 _ 1 / / I <.ob PArre ut rm arsPcrlDN Dw.wlrs 2x32 OD li SeWe%6Pe�iD' ,I ! I AND ARE THE PROPCP.TY OF THE ARCHREGT _ 1 Bp's' BeBu<rwnxoRau+a W+m as11A•x Mw�vM.1e954PPuauw 'S I.INFRINGCt.lENT9,VIll B_PROSECUT® ' 1 faNN9T"OM19 GYP9I.WI WalBDaO se<mbaTEDGCI,10 nao' I 1 '0""w xl 9Oi�'a y,N,Dpy M9 WCROP[N'X�5'+412C CP+oR"MOVm4'&TTP9 nA3DBOND Nom.. 839) 2014 ALL RIGHi5 RP9CRVED Ila 1 , I I e wRsruXc4nu PART'WBDnRD Pa+C9 fAdE i Y 1 ! i s.LtlnI,G AT p"PP CX,IKnOIM19 VXUif5.[lr,M,NTJ aJOOtC/M951WL8[NUI,vA DMWNPL BOMDSnMnnI,G .- ' D i[P M,I➢1G9ruu pe lb NnR9 YIdS OPs:OKD InOK4CN.5WVKS pCF/I OR 11 '2dC`- eP6't9LPlORf 1 �' '9rnDTV nzslcxcANBcomeR auoua wsnmcsruu eLlemAr llmRssr,woP roDPAvo I•.lo ozwoBc � see ;TtitsuPpu4 I I I T�„c I I IJ�rw:Ano R@sR'n usuunalw .N T wmc auvnws a,Dsn ua FLOOR SHEATHING 9S N°< A { 2126 �ST'nBOI N BATr9LWroWirG iOTrt 9FmGNGiKu9 roRPR NWA® SrRULURAL PMIF9 I 1 , , 1 A0 6 a( rKwxAAw STAXM D9r I,D GR SS ee amGEli 2 emDi' ' I Robert I.' Brown, LTALLM4Cn d'6nrC 6NlAreRTWN I' �1 ' ,A`�nMDTx'ARPBI,Nl MAT01 Gv9r,ec DYGqut apARD SMMThMG IDe Fm,6el CfmD 1 , ,, j BCARDEFrALLBZMsmPlseTmmwofi.W'NCEIDAsrtiµ0,4 TMwee, 146.ORld' 2— , �eRBDP�4 ' I Architect, P.C. ^l;� « B 1 f I9n2rROLR 9rV 8YV96Y19W LO ORPNAO/®EWnt 1TAW K SMLLee I•.IPGRW1DfR iCd I PPRBUHOd I I i 111' 29 1 I' I94�I.nvA4D R®A FD6rP BOACOaMLLILTAP[D.w05PALufDmxGfa)COAK PtL IXR4ae 1 xA nA2aR.mRxeRBP� 4 [ 1 } ( FI11*HES I I 205 Bay Ave, Greenport NY ` t 1 i ' mfo@rlbrownarchltect tom ' , S ��KD°°�n 9 BR9aD®aDRA s m GSI 477-9752 I i a xmRBn u asnenm BrDW PNS A O S a m mn mx W-0- I I z�Rm e�raxrsw.eeura.cmDeres<wnr aacYx aeAsaweD ,_ �X.C.Eur, e a.ArR✓tDw.YGDeoM1lKewrtn MAvuPnCnJse9sPc-ruMw am . T-�- _ i I i 1 i I 1 1 i i, Pr.Mnau KN,cowRroasDrcrm -�- 1 I( 4 - 1 3e5ruC WrRKRWAIa ANDQIUXa lulmol.sA=ccTPnlrrmeWow< __.S�r _ I 1 ,� rII cIFAXED AvoICPAertm Yrats ANDtt'uu6G snAu e[snum "ir 1 F 1 1 I UNLESS CMIXUOFR.T11C VPCTIC14 PERSON 1 1 UNLESS A A?CK UNDER THE DIRECTION OP A I AuniN xrm WIO roeCSeuKR'2)0045 eexwAly VOOPFAxW nsRt 1iACE '1 - .T- � �, ,,}', -I_• " "�-1- N-, ,'•� u`x i �-'- I TH15 DRDAPCHITEC)W A1TERAHYIHORlzN j it Y a 1� MDax,4oe,"iR"As KAxlxnsVnOTn,wvMm AxD nxSnmwnn TWO f2! _ "•� -},.L� •'' r( t H' 1 TH,RATI 11 M15 BE NOT N'A.5EX1 HANDED 1 1 corm eeVAVIU MDORe MrCl oc4uc senlcw.a rax< may. 1 ` t 1z L i DescX15ZODNIU9TBe NOTED,5THTH LAW Ili y moi; d j DEscweeD w'AccoRoalce WHm He uw '+ HVAC � .�9.�eY ouBOR"4swALD TRWONRrArb•I,mlm.¢vrANoseelm 1 car noeA nwe ssrD.rromAr ammo/r^e lmiss.A� 'f 5 1 T E PLAN N, A1� BDnR>w DRRMSD AxrlwumAE ,� J /� ! I j �pEDgq 'i'I 5CALE: I"-40' cal I m�� caSSWAwMawm6A ,DR �BRxaNR �O� 95s%HRDR� w T RexSre<BDI1:,L 1 I i �RRwDuc DRA DaNN��X�saerDLG BR !p�' Q i I, t.L l ti f DBAw ABOR MATewA s,TRA NRTA KN �xB.DR A�50W�5 I y A I ;PLU�MBI rocoMnele"n xavwxaM1DWceR4w�Rmavmeaxnw,,.. PERSPECTIVE•VIEW ^ '!'�A 1 eX"" yn �� I "ag'Dsrauunous oRRCSONAeLY,MPUe0Asn4�sARrraaMPlereme ( i T�OFNE� ,;;,i� 2 mx wuro reit r¢W1ORDT- euvpOxME4ALOO�INArrtMMW NnrI f WAlPR9AVIW,WDCOIEPAVAi'OX Au wnu snuA Be urr¢ T `I I I ' j i11� nrl'k TD wL50(Am WATat9AV xG IW�+&W PmNRENH,�C/ ' W 1 3r'i.. «Tirsileerw nosy« 9r�uaz ri,�o me ceuXmtra t I CLIEKTI a"M 36" MINIMUM 2 x 2 I ;1 A ,qm a4Rx4ewB. x4DB eroa w FENCE Posr KEARN5 Ce41AG�i"��'umlea O4aR 5UBWn,Aw MYNR Aw.:RWD9, 1 ' i .I; I R IVlo nalzruelss Prrna4mrlx-<y 9•ML a.O 1 I l i ELEL1a ,�AN�ANroA�D�.eeeAmBa-pN. WOVEN WIRE FENCE I I i RESIDENCE ii,' I NRN A t eDRUAreRu s,eouH w rwN tom,xD91R K s (6 x 6 - 10/10 WWF) 18075 50UNDVIEW AVE f' sA4MID Rmyn4nNRrRorcRAxDcwnm.Ixsrawmxww.xrw Z PjCAL ' I II I � 1 , ecare"„a"�`s�w.e+o°uE'rzLvlrzw°TAUMOW1iDeli�rACWUSx""9Ta�lrs w"wmxcTWHnIK I I � , 50UTHOLD.NY i 9eev�PB,DsrwellwNAllorwrxeTloNOM»T,eNrmnux<Iaeio FILTER CLOTH - I .1S AaWm�' A oAw,rwwsw Gx c DSAx „i C, ePB�HRWoa�9�WNowms ��D' D i o eoSRwe"raw Aw AS UDWAAUYsrmn®lumerwe oe PrDJrsf AxO ) N IKOJELT TT)E I, NLwpwxDxN.urcrororofRmxxs,r lNsrAumrMrsrownRS AND $L - I I I Ili , ' i °$r w�"4,�<pelN",Ir1Bierne.a„PnNwr9o.T�A10 ,RKa O Io Nwwu s4 re MKweNLTwt O e MMw Oran pF , ADDITION5 b RENOVATION5 Ila,,uxxusurcsTAxmRna OLLDMTgWMBAPCYA,O luunw caw ' I I i�' j; Texruiaa.ALnsrww.ww,PreruuaRs'AssooATeNlwaw a,Dano•nee I ' rata:rx T>e eve4 or WI/UOr,me wResTwrxvn ,3 WWDUC55 uoRBzn� �eRSn.�RrzeMaaR xs EMBED FILTER CLOTH II) wBfMe,RWIF9 TIC.UB¢AND maNTAe,e NR The Da,eOnMeM INV40rr1¢Y MIN. 6" INTO GROUND i II i i � i I DPad+1NGTliIE !111 me elPniDca yrs rex snatx PMNwnm sr oa uNOM Tne I, rxpPceLruceXsmMAsrDcelttrwoly ' I I I w.l'N��"-rK��°nR9wn�iDom"r s'iine uiuisuic A"�ND ra`�an'`� �� - ' ;SITE PLAN °' APnfGXCENRSDCiaN ` � I ' R��MArd®�RT[OrC491x COxNPxIAMYwin,a4VGxe CO® r (1 s mD tD6nwDaRDaaM KrxMwNDWa ! I ! NOTES l; stemma LoeDmi'I•saD DPST nuc+,A.D BMT'rNWum.I.R..e NOTE: I, e4rars.Pr.-•Auxw s,AleaP nerYatmov Fx<Iuwax Arno, 1 I I •I'T 91�wLMAR2R,AReIL�,Tm. MAXIMUM DRAINAGE AREA >sMca m4nr�wmNPOPUAxawm Teaeucrxxcocev mvroeR 1 't i , I , I S�,O«s RBmDmµDDoeDa,wW,Dex9T.rwmeArPAxArK.w�n.e 1!2 ACRE / 100 LINEAR FEET ' ss391uw ea PN'aaoou*5ex Ms seARAresIeTBNe 1 APA Ix v,Dr sn>�w'c APtA ao ox PsaI PVUOR� 1 I ' I I 11 APRIt zG16 r.oiEs I�1 La rRAD DRQ w LDDP A a MN DW>aS.wW�MP.N NRS :W� I ' `if j j euawlAaww.s A34¢s5A4 , I ! DRA'NNG NO SECTION E ON DETAIL SILT FENCE DETAILS ! tIl ----------- --------� , I , I55uE5/PfaTSIONs I 'i13 i ! I i EXTEND IX15TING FOUNDATION AND 1 ' 51AB ON CaRADE i i i III i � ! �' • ' � �i 'i ! Bldg,Dept cony from ZBA - Final revlewe dd6d6ment j ----- I ZBA'File # I t Date:, / / I' i; EXISTING CEDA I CLOSET I ! I 1 3 / I 1' I ' EXISTING STAB EXISTING GARAGE SLAB I ! la ! 5 ��---_-_ ON GRADE I THESE PLANS ARL AN INSTRUM@RCM Spot ' I ANDf THEPROPEKTYOPTHEARQ1RCf MU I l I IN PRING^M01TS MU BE PROSECUTED �t EXISTING CTA ^4VLSFACE I I z0 EXISTING BASEMEN I ,• I , I r , ! y M A ALL P-IGHTB RESERVBD EXIST(2)341 O GIRDER I I ( < -�--�----��� ' Brown 1 --- ArehlteGt, P.C. Q W IMT I 205 Bay!Ave Greenport NY, O I mfa@nbrownarchltect com G31,J477-9752 •�71' `Q t1P 'EXISTING WA LYO BE OVE6 A5 YY I z p I NDICATED , UN'IOLATSaUI OP THE UW FOR AIN FERSON:1 N ry EXISTNLE55 AC(It4GNDER THE DIRF.71011 d'A 3 _ t LICENSED AKCHRECT,TO ALTCA ANY REM ON _ IEXIST METER EXIS ! THI5 ORANTNG 111 ANY WAY ANYADTt1M=D I ELEC ALTERATION MU51'5 E NOTED.SEALED,AND -�- I I WELL O; PNL , DESCRIBED IN,ACCORDANCCWITH THFlAW ___ __ _� r-- NEW CRAWL-SPACE AREA ' NEW CRAWL-SPACE ARTA -- C27" 6�_ WITH 2 SLAB LEVEL WITH ' ' EPfiO AACH�T, WITH 2 SLAB LEVEL WITH u EXISTING CRAWL5PACE5 NEW 3'DIA CONE I i p r 2'G• IX19TING CRAWL5PACE5 FILIED STD Wf STEEL N• ¢ NEW CONCRETE NEW CONCRETE e COL SITTING ON 1� RETAINING WALL RETAINING WALLTop REMAINING FOOTING (3j TOP_ I ! ' WITH CRXWL-EL WITH CRAWLSPACE5IAB CRAWL-SPACE SLAB — , yD A UNDERPIN EXISTING J i — UNDERPIN EXISTING FOOTING AS NECESSARY `NEW FULL HEIGHT WITH FOUNDATION FOOTING AS NECE55AKY ' 3 ' I WALLON CONTINUO 5 B'X I G , , I CLteNr/OKTlER POURED CONCRETE%ING QA N5, n NEW BASEMENT" I NEW BASEMEN ARPA WITH STAIR ; 4•TH POURED CONCRETE RE51 D E N V E 5LAB LEVEL WRH EXISTING 18075 5OUNDVIEW AVE i v 50UTHOLD,NY r---1 r--1 r--i PP.IXIECT T,4 I I I I (l I t ❑ I _ I ❑ I I ❑ 1 ' I ❑ I I ❑ I I ❑;I ADDITIONS t.RENOVATIONS •' ' ! DRAWING TTllf FOUNDATION PLAN F G U N C> A � I U N PLAN !' 5CALE Y— 1---_--------- I SCRIP I ; DRAW*NG NO ' A2 ------------ --------------- I R . I _ � i ' � � , ISSUC9i REVI510N5 I i a L• I � i i' G 0 KO Of zo�R I I e ------ it t 4 = j' 3 i + t� V 9 5O'P�J9Uu iwro1-7� T III Bldg,Dept copy!frgm 26A Final re4iewed documents I I RsrA moRro'I ZBA File # �� Date:] ', I I errvx Nex RocPw I i I�March,2016 III — _ + FF TMESE PLANS ARE An IN57RUMENT OF SMILE' q I uPDRlac nEryis OMLL DE FROSE E I sm I I iev�e'immsnw 2014 ALL R1GMT5 RESERVED 'I 1ur 0211,u II ; I I , Rpbert I Brown Li ,' I+I ; Arehltect, P.C. 111 Baume we 205 Ba�,Ave. Greenport NY ` mfo@nbrownarchlteck com d r y J i I I G31-477-9752 9 • II I I I ITUMLEIS A V106pT1pN OP TME LAW FOR P1tY PERSON UCEN5D ARCHITECT, THC VIER NIY H O A NPNroRLn ;I I I, I ' I TMI5 VRAWING I ANY WAY A!WAUTHORIRD I DETCfJBEP Ill MUSTBESEALED,AND I. I D TEKAEOV MUST BE NOTED. 51!TME LAW I I+ , ' I � I a=o lacy �, ,•i FIR5T FLOOR 51DEYARD `o�' ' 50f!YARD i - L , 5MACK SETBACK LINE j LINE FNS CUEiT10WNEA I l KEARN5 RE51DENCE t i+ 15075 50UNDVIEW AVE. } 5OUTNOLD,NY PROJECT TITLE f I H ADDITI6N5 d RENOVATIONS, ? � I I FIRST FLOOR PLAW ' SCALE 7 -I APRIL 20IG 114'=1'/Y tt I , ' DRAWING NO 1 1 A I I I - - II I ' i ! I I l � I I i I i Bldg Dept copy from ZBA Finai ZBAIreview Fil' Date: # �J�dp6L_ d I(0 ents ----- -- -- - -- -- - � -FBF =~- - - --� � /02 / 0 I I i II 1 ; I j I ^[41:_I t�r•,d u.-e• .I s �r�,ee•,x h I ! I .� 1 - nel•;rs-I- rn'F nrl••-_ Is.5TE,13E0FCCnn EfEGRJCN 3EGN.00td , �_ ` ;':y�•v<t:s,,:•�c �r•a: I % ! Robert I. Brown Architect, P.C. ------ — I I \ I ? 5AveY --- --- 7:i3 O bay Av Creenpoft Mmfot�nblownarohltect corn --- t-- - � � 63 I-477-9752 r-----'-- rN/ ' --- •-�• -------- ,.T•n,ora__ F-r, 'ri vt, -- ------ r •c ��,a A\- 11 �`,II, I n,. ..:Y �,oi'I,•"}rl ! _ - KEAKN5 -- RESIDENCE 13075 5OUNDVIELV AVE SOUTHOLD NY ADDITIONS a RENOVATIONS SECOND FLOOR PLAN 5ECOND 1= L00P'\ i I FIN \\ 12 (' RICtEBCTRD -1 —CO. ' / \\\ COCK / / i NCIV SCG:11D fLOOR OVEP mc. \ \"Mc DOC4 --11110'1_ TCR \ \ FPANIE BTKU-=Rf \ NEW 200E�,RL1C[URE ON —SII1•'- I EX 9TUI(a GIIC 5 OPY I�� -.— Do" DWR , - _. �__-- _— — — ---_-_-_-_ ----_—__---- - - �--- Bldg Dept copy frc m ZBA Final review d�do uments File# (p Date: EAST ELEVATION � ,-- I BCT-O•,[•F 5�,B I __— Robert. I. Brown Architect, P.C. 205 orb�rcwnarch ed cm W i2 \�\\ 631 477-9752 --"0. ">:.0- ice=^„P'C"1C1 JEI,S:: �� \\\\\\ "D"A'Plnusl•E:❑COAL,•nv'•O lf'G / / IItW BI'CG(D F40JR O'/Ef; \ --- ��.•�i + // C(ISTIN a ONE 5T04Y / FL mr DIkL'CTDRE 1� A —^l � I EH'R7GF•aTPUOTL RE OI+ \\\��\\ \�� -� -- J��—' \ .� . ._. _- ._—``\ CLE'T,L V'r FT51 DENCE 18075 'IEW AVE SUUTIIOLDLD,M IIY i _ ADDITIONS>f:RENOb'ATIOVS ELEVATIONS W E 5 T ELEVATION ---_ f 1 - 1 iSLI:£„:-�i101iv I a i A IJ I O r - NEUVSEC rID FLJOR O✓ER EXISTInIG ONE STORY I FRAME STRUCNRE � C mm •IEIY Poor P•UGTUR CII EI�I U, ROOo—I f,5 -NIRE CN � E%ISTIHG O`l STORY E%15 Il1G O IE STORY ®®®®® © � I Bldg Dept copy from ZBA ISEE i Final reviewed documentent - -- ---- --- --- ZBA File# FOCI�z - - -- - - Date: SOUTH ELEVATION (FRONT) Robert I. Brown Architect, P.C. 205 Bay Ave Greenport NY Info@rlbrownarchltect com 631-477-9752 -19� - IOY iY`L•.- _..`.^iii rC'v-c -tree a Jrer.l c� "tllE nF,A A�¢P„�i1011I LL=r CI n,Tir`f : kiD `1E 1 BOOP STP.l1CT:IPE Jtl IJEW 5ECOND PLO'DR O"ER IIEVV ROOF 5 CUMT C.:r, i Jt15TING ONE 5TM E%ISPNG JNE STORY E%ISnIJG OVE STOR" ' FRpMC STRUCTLPi - - - -- -- - -- -- -- ----- - ---- - - - - - KEARN mm RESIDENCE 18075 SOUNDVIEW AVE J SOUTNOLD,NY I; ADDITIONS&P.ENOVATIONS I� f 1 ELEVATIONS NORTH ELEVATION (REAR) A6 SURVEY OF PROPERTY SOUND SITUATE LANG AND SOUT]EIIOLD TOWN OF SOUTHOLD I I SUFFOLK COUNTY, NEW YORK APPARENT LOW WATER MARK I zo I S.C. TAX No. 1000-51 —01 —08 SCALE 1 "=30' I o 6 I AUGUST 25, 2015 II N 88°43'35" E N q3 0� `---'I APRIL 18, 2018 FINAL SURVEY 55.48' JUNE 29, 2018 ADD WATER & SEWER LINE TO POOL HOUSE I I I I i xWOOD STEPS & LANDINGS ARFJ> 1 I T�11E LINE ALONG APP OVER OLD BROKEN CONC. HIGH WATER MARK ON 08/25/15 J o (ROCK £ STEPS & LANDINGS WOOD STEPS o AREA = 52,287 sq. ft. Z :: o (TO TIE LINE) 1.200 ac. :o BOTTOM OF BLUFF foo f• .y�y :pH .GMITES z w Ln WELL & SEPTIC SYSTEM TIE DISTANCES Ou WASHOUT COVER HOUSE CORNER"A" HOUSE CORNER"B" 0 WELL 215' 216' COs ' CONC. WALL CLEANOUT 23 39.5' SEPTIC TANK 30.5' 47' OUTLET COVER WOCESSPOOL 44' 59' z COVER SR Ln o ,. •:'. LA Abp OF FOUND e�(�FP z z � zf x � m CONC. WAL REMAINS OF CONC. WALL A FENCE FENCE O VP1r`001-F E� ON ENCE 2.5'E. FR i S ST\OON51P SNE �� OF p9 PRO8IN CIO 0. 55 A PL rn O0PSQNO � � m ���,• )mo ` 4.! p 9'E• $ ° FENCE O.L BRICK WALI SHED 1'8W CONC• WALK 14 3 �0 '00 "a'A PAVER 31, PATIO � NGO� 4.9' ao ° m °o INGROUND POOL _� 3.7'W m 16.x..,•. •:.:.::.::`; :.:::•:,'. :,::"::.; :s:.::i19:o o :.. UNE.;': m� POOL ) O ERUIPM'E'T °'• fop Z\O Z OR W„00- PPj\0 0 GATE 2 0NCE 'W �1 .`. 41.3 'fRPME µOUSE b FENCE E 15� . 11.4' 0.6 E. 3 4IRE W gRtCK 2 GARAGE ) -Lo. IUTY U V� 8.2 POLE i I ) O 264 8 • (`[p q 4.2 W0 00 SEP! I 9 �Q�a 18 0 OBER WOODS 2 o R00 SSEP N P GL�NOUS GLUE DIA E WPLK .�o SE $ o FENCE �° n G7 O.SW. rr".,\ CESSPOOL •'° .� • : .. `�' e• ! .� ) p LE IG • . i METER m UNAUTHORIZED ALTERATION OR ADDITION C a-GENERATOR TO THIS SURVEY IS A VIOLATION OF �• _�_.. SECTION 7209 OF THE NEW YORK STATE -- EDUCATION LAW. ., ) SUFFOLK COUNTY 0EPARTM:5NT a'MSERVICES COPIES OF THIS SURVEY MAP NOT BEARING m THE LAND EMBOED SEAL SO ALL INKEDBSEAL O DERED m ° 'P ( UTILITY APPROVAL OF CONSTRUC7W wor-'51'm TO BE A VALID TRUE COPY. UNOERGROUtID i ._ POLE A SINGLE FAMILY RESIDENCE AND CERTIFICATIONS INDICATED HEREON SHALL RUN pRpPANE N PREPARED, AND ON H�S BEHAMFTTO THE SURVEY STHE TANK CPp o _ R P /�p/� � TITLE COMPANY, GOVERNMENTAL AGENCY AND /. GUY DmRSEP 1 1 2018O 2 WIREH.S. Ref. No. —6— C - 00 LENDING INSTITUTION LISTED HEREQN,NG' AND *� ) ` O - s ) P tf and/or oc and orator Shy faci�00 at thtz 1M � �n TO THE ASSIGNEES OF THE LENDING'INSTI- , S TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. /' ) 'n£ aci� "' carni by this oo,,,U Q.nt or o E (.Q ( b®ar"�t3ctay FC)F2 T TA(�^X",,PU,%j OF ' E totutd to THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IFFEN CE ANY, NOT SHOWN ARE NOT GUARANTEED. p.g'E. • ;(, { ) Crr'►q Kncpper, .'.F., Chief PREPARED IN ACCORDANCE WITH THE MINIMUM (.n STANDARDS FOR TITLE SURVEYS AS ESTABLISHED N BY THE L.I.A.L.S. AND APPROVED AND ADOPTED , 1J FOR SUCH USE BY THE NEW YORK STATE LAND : D TITLE ASSOCIATION. v J M7 V'j 106 . `FENCE �t � •��R �` �, j 3 / WELL ME1P •, f. t (P °°'• , •° S / 0 D GONG MON "l SON �'[ l Z P W W o•� CD • .°• o j M��FENCE gPs\N° Irl N.Y.S. Lic. No. 50467 W o o ., ' ! PER uj\U� p0`� �� .{ WIRE Q.W\RES fl ° GU 0\4 100 '0 P Nathan Taft Corwin III FENCE zo pPVEME , /+(����,� Ole 5� '(OOAD MEIN- FON3EOf�..� EDGE ..f �' �J ��`•'' Land Surveyor 0 NjNo�S� R aRN.eVIC,\ PPRN .: ..' : . ' 1� • ° Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. R Title Surveys — Subdivisions — Site Plans — Construction Layout I PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS I 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF PROPERTY SOUND SITUATE L ISLAND ANG SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK APPARENT LOW WAS MARK j o II I x l S.C. TAX No. 1000-51 -01 -08 I SCALE1 "=30' fill ' AUGUST 25, 2015 o N 88'43'35" E N64,530' --' 55.48 I I rrr J _ .4 _ �� - WOOD STEPS & LANDINGS II T�11E LINE ALONG P OVER OLD BROKEN CONC. HIGH WATER MARK ON 08/25/15J OC AR STEPS & LANDINGS wooD STEPS —� 8 AREA = 52,287 sq. ft. _ z'• o _10�p � (TO TIE LINE) 1.200 CIC. BOTTOM OF BLUFF IT �? -12 ILI O 10'i NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM _ — — �ONe\w� EXISTING ELEVATIONS ARE SHOWN THUS: 5u X34 EXISTING CONTOUR LINES ARE SHOWN THUS:————50——— — r 36 -36 �•• F.FL.- FIRST FLOOR 40' X38 G.FL- GARAGE FLOOR r r \ -40 T.B. - TOP OF BULKHEAD 42_ r _ r 1 41 9 B.B. - BOTTOM OF BULKHEAD 44' =\\ \ �\ T.W. - TOP OF WALL 46— r \ p B.W. - BOTTOM OF WALL 4B B 4 r r 51 \ \\` _ -42 r ---T 50� 51.4x S�Z\ \ -__ -44 52�- JZ2 \ TO _- -46 (, FAUN° \\ CFF 49.3 PIPE y n \ no �Cx53.1 52•Bx -50 -52 REMAINS OFA & -54 CONC. WALL , FENCE X56 r ' -58 -60 FENCE Jw �B i � ENCE 2..� x.;2.fi--Xim 62 1)NE Scp 1O OF A9 54-J // Np2�0 93 SNE �— � AL EROSION c 55�578� X61.2 o COPS QNOjO 1` c^ ym x 61.5 m / WO°D ORM loo, f C PIA loo, 5c m ` 4.2 FENCE � x o; FENCE / O.L BRICK WSNEp A. CONI. W {7 14.3' y)// X&U �Zo O / ) PA`�R G O 4.9' 40 0 INGROUND POOL Q ij0 3.7'W• m 16.0' p,5oy �e fir+ .rn � � •. T ❑ N� 15i Pool O o z EQUIPMEN1 y y 90 t�O Y N •., ENCE FENCE4.1' ,� 47 3 R� FRPM1r N0�56 19 5 C•. GAVE 2.0� b Q.6 LITY E }.f FI SSG �` GON •' '.\ WIRE CP S. C o •:, POLE 4, .5 y Q �iyQl N Nf • �, .,,• METAI- 1S�' 0, �S SHED ° �'.'• .. P I `1 �O Z f • I. •'Y A d . . . ; •G m x FENCE e•.'. a� 0.3 W• Lxi Ym �J. i �' >,• ) UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF x SECTION 7209 OF THE NEW YORK STATE m �°� "• '' •. 1 ) EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING m 1 THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED m OLITY TO BE A VAUD TRUE COPY. POLE CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND x ) GUY LENDING INSTITUTION LISTED HEREON, AND .. ( � WIRE TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. m ' CE THE EXISTENCE OF RIGHTS OF WAY y • AND/OR EASEMENTS OF RECORD, IF CE ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM I •• ' • Ln STANDARDS F RdRTC1='SURVEYS AS ESTABLISHED fa 1J BY THE L S. D'APPROVED.�INO ADOPTED N FOR SU U51 r Tli`E�IEW'YjPRK�STATE LAND I .. TITLESOCIATIOT Q " J c � c �i •• w <11' ti� d. 1 NC MON � ���7 - rs � fa?5°off•'� tcN •ate �y ... w gR1CK .� o�''' � IN N tjU i 4p / COIUNNS GP . y gP5 ie N.Y.S. Lic. No. 50467 MET U'n � �R� •,. ;.. •.a '. zc o N WIRE .. .;.. •• e'.' Nathan Taft Corin III G ' . 3,A855E RG�G MSN fE,10E GE Of PA p',• ... ! .. Land Surveyor Lo , . Successor To: Stanley J. Isaksen, Jr. L.S. •� ° Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS Jame4M� N&AN"I 1947 JamespJr19, - VYIN 11947 1 1 RESIDENTIAL GENERAL NOTES ISSUES REVISIONS RIDGE MISC. GENERAL NOTES 1 1.THI5 PROJECT 15 CONSTRUCTION OF A SECOND STORY ADDITION TO AN EXISTING SINGLE FAMILY O RESIDENCE,CLASSIFIED AS R-3. S2.THE HEIGHT OF THE EXISTING BUILDING AS DEFINED BYTHE RESIDENTIAL CODE NEW YORK STATE VSLA]qDTEST HOLE DATA 2015 15 10-7'. THE PROPOSED HEIGHT OF THE BUILDING 15 29'-01. 3,THE TYPE OF CONSTRUCTION IS TYPE V B)• NG ' 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 RESIDENTIAL CODE OF N.Y.S.AND CLIMATIC AND GEOGRAPHIC CRITERIA THE AF t PA VAMOD FRAME CONSTRUCTION MANUAL 2015 HIGH WIND EDITION, GROUND SNOW LOAD 20 PSF (PER FIG. R301.2 (5) RCNYS 2015) as.nw� w�„ A,:r � 1 ` s,DESIGN LOAD CALCULATION ARE BASED ON: WIND SPEED (ULTIMATE DESIGN) 130 MPH (PER FIG. R301.2 (4) RCNYS 2015) "°" "rrn�o d-N.zucuxswrs LIVE LOAD:AS PER TABLE R301.4,RESIDENTIAL CODE OF NEW YORK STATE 2015. DEAD LOAD:CALCULATED AS PER 8301.3 AS PER RCNY5 2015. SEISMIC DESIGN CATAGORY B (PER SECT. 8301.2(2) RCNY5 2015) CRO55 SECTION END VIEW 1' DARK BROWN LOAM OL `_Wp�IAM wA1En W SNOW LOAD:20 PSI GROUND SNOW LOAD(AS PER FIG.8301.2(5)RCNY5 2015. WINTER DESIGN TEMP 1 111' (PER TABLE N 1 10 1.2) BROWN CLAY CL WIND EXPOSURE CATEGORY'C",FOR 130 MPH 3 SECOND GUST. FLOOD ZONE N/A (PER FEMA MAP) a ' 76 12 FROST LINE DEPTH 3G" I • , „ `, + LOCATION LIVE DEAD DEECT LIMIT WEATHERING PROBABILITY SEVERE (PER FIG. R301.2(3)RCNYS 2015) ti N 88 X43 35 E „ 43• 1 ST.FL 40 LB. 12 u3GO BROWN QAYEY5AND SC 5 .48' DRAINAGE CALCULATIONS: 2ND.FL.(SLEEP AREA) 30 LB. 12 L/36o DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) _ ZONE 1 : 2420.3 5F x 0. 17 = 41 1 .4 CF ATTIC(NON STORAGE) 20 L.B. 10 L/36o PER TABLE 301.5 RCNYS 2015 wh,'MA wLw o��0°/" 2° PROVIDE (1) 1 O'DIA x 3'D AND (1) 4'D DRYWELL (479 CF TOTAL) ROOF 20 LB. 1 s u36o ROOMS OTHER THAN SLEEPING 40 PSI 1 x� ZONE 2: 15GO 5F x 0. 17 = 2G5.2 CF G.THE ARCHITECT A55UME5 NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS, SLEEPING ROOMS 30 P51 �. 52'WATER IN BROWN CLAYEY SAND SC Z �- * PROVIDE (i) I OIDIA x4'0"D DRYWELLS (273.7 CF) TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN ATTICS WITH LIMITED STORAGE 20 PSI --l- "` CORNER G2 0 ++Li�j o ZONE 3 (EXISTING DRIVEWAY AND FRONT OF GARAGE): C°"NEcr'°N"�r"T"E"°RK. ATTICS WITHOUT STORAGE 10 PSI cw.acnon aN.e 3.3nl w.va."'s HOLDDOWN WATER IN BROWN RNE TO MEDIUM SAND 5P x " THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILI Y OF FITNESS FOR A SPECIFIC USE EXPRESSED � 4,269.5 SF x 0. 17= 725.8 CF STAIRS 40 PSI Oil OR IMPLIED IN THE USE OF THESE PLANS. w� 2�o yyQ PROVIDE (3) 1 O'DIA. x 4'D DRYWELL5 (82 1 . 1 CF) 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE WATER ENCOUNTERED 50 BELOW SURFACE xx ' DRAWINGS.FOLLOW DIMENSIONS ONLY. 8.CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS BASED ON SURVEY BY: 2m NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO NATHAN TAFT CORWIN III XAW 1 1 COMPLETE THE WORK. 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS DATED: 25 AUGUST, 2015 1 R AND SPECIFICATIONS. 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF x,w¢rw.vCaN,.vxrw,sweren d°aF -K• OCCUPANCY. 5CTM: 1000-51-01-08 AREA: 52,287 SF TO TIE LINE S„ x x DEMOLITION is 1.CONTRACTOR SHALL DEMOLISH WALLS,FLOOR, AND EXISTING ROOF AS INDICATED ON DRAWINGS AND X xAW xJW AS NECESSARY,AND REMOVE DEBRIS. NAILING SCHEDULE LOT COVERAGE 10?d 1 xAW 2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR (PER AF E PA AMERICAN WOOD COUNCIL WFCM FOR a, xA INSTALLATION OF NEW YORK. ONE AND TWO FAMILY DWELLINGS 2015 55C HIGH WIND EDITION) - LOT AREA: 5 2,287 SF 3.ALL NEW YORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK A5 CLOSELY AS POSSIBLE UNLESS JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING OTHERWISE NOTED. EX15TING HOUSE: 3,083 5F 1 oa.c �►L 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING PROPOSED ADDITION: G47 5F `' DEMOLITION AND CONSTRUCTION. ROOF FRAMING 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AN RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER •'~•h EXISTING POOL: G33 SF )J/ O D SHALL NOTIFY ALL UTILITIES AND CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER J015T 't „ x TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT UPLIFT CONNECTIONS EXISTING DECKS/SHEDS: G I O SF"-- N x�o NAM 1 t AS NECESSARY. CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP �'- "• CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP � A-_xALN r� 1f °� FOUNDATIONS RIDGE STRAP(EACH END) 2 PER TIE C 0 N N E C T 1 0 N 5 D E T A I L 54 - „" _ _ � "'�� 1.A55UMED 501L BEARING CAPACITY, 1,500 Ib./Sq.Ft. BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END scNt p TOTAL FOOTPRINT: 4,973 5F . 5+" 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 Psi.-28 DAY TEST. RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END � XAU CP 0 3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL.>55 WALL FRAMING QJ CONSTRUCTION L STING FRAME GENERAL CONSTRUCTION TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT 4,973 / 52,287 - 9.5 I /O %;�w X15 BARRIER5HFD 1.PROVIDE ALL LABOR•MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECE55ARYTO TOP PLATE5 AT INTER5ECTION5(FACE-NAILED) 4-1 Gd JOIST EA.51DE Da5TLNG I STORY FRAME POOL HOUSE To BE RESIDED COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS A5 SPECIFIED HEREIN,OR STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. AND REROOFED AND TRIMMED TO MATCH HOU5E. REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. HEADER TO HEADER(FACE-NAILED) I Gd 16.O.C.ALONG EDGES °.•'E- ' 1 PROVIDE REPLACEMENT ANDERSEN WINDOW"AND 2.FA5CIA5,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-1 Gd,4-1 Gd PER 2x4,2x6,2x8 RESPECTIVELY w ZONE 2 SLIDING GLASS DOOR IN KIND WITH EXISTING. 3.INTERIOR TRIM SHALL MATCH EXISTING.eaLCK j BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, 4.FRAMING ELEMENTS: ruax END JOIST OR BLOCKING(FACE-NAILED) 2-I 6d PER FOOT 8"THICK PRECAST NEW 4'CA5T IRON DRAIN PIPE SLOPED A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 CONCRETE TRAFFIC A11° AT Y4"/FT FROM POOL HOUSE TO OR BETTER. FLOOR FRAMING rp t MUDROOM TO EJECTOR PUMP IN B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT GEARING SLAB. JOIST TO SILL,TOP PLATE TO GIRDER(TOE NAILED) 4-8d PER JOIST AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END NOTE:ABANDON EXISTING BASEMENT C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNE55 AS INDICATED. GRASS SHOULDER DC5TING 5 D.ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR,EXPOSURE 1,3/4'MIN.THICKNE5. BLOCKING TO JOIST(TOE-NAILED) 2 8d EACH END AREA. TYPICAL T ,APPROX E.ALL HEADERS 6'-0'AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0'AND OVER BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK LOCATroN �, PROPOSED I-5TORv t�1 WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2'1 OR AS SHOWN ON DRAWING. LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH J015T GRADE GRADE eW ROOF ON ADDITION F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.5.CODE J015T ON LEDGE TO BEAM(TOE-NAILED) 3-5d PER J015T TISNG I-ST x OR AS NOTED @ 8'-O"O.C.MIN..PROVIDE 2'SPACE FOR AIR CIRCULATION IN ROOF. x� BAND JOIST TO JOIST(END-NAILED) 3-1 Gd PER JOIST o IDENCf EW ROOF ON EXISTING I-STORY G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-1 6d PER FOOT Ea► curTER STRUCTURE. FRONT of -STOGARAGE H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON TO DRAIN ONTO DRIVEWAY AND DRAWING. ROOF SHEATHING January 30,2017 STRUCURAL PANELS 8d (T DRIVEWAY DRAIN ] I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL ABLE 3.8) ... iF7 I. to CONNECTORS BY'5IMP5ON'OR APPROVED EQUAL. DIAGONAL BOARD SHEATHING January 12,2017 0.•1 ED SEUN J.NAILING SCHEDULE SHALL BE AS PER N.Y.5.BUILDING CODE AS A MINIMUM.ALL 2NO STUDS m ;1+.ra .: .�,• ,, y r.. 4�'t':• I'x6'OR 110" 2-8d PER SUPPORT • 7+• R ORY ADDITION SHALL RECEIVE 5 I Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE _ �'`) T rBAR'00L "'G 5�NG Z°"' NOTE: BASED ON INFORMATION ATTACHED NAILING SCHEDULE. I'x 10'OR WIDER 3-8d PER SUPPORT 25 AUGUST,2016 ®®®®® ® �./ ( 1 PLAN 2 K.PLYWOOD SHEATHING TO BE NAILED ad NAILS @ 4"O.C.EXTERIOR EDGES AND Gd NAILS @ 12' 2 DECEMBER 201 A-0 0 PROVIDED BY NEIGHBOR, WELL O.C.INTERMEDIATE. 5EEATTACHED NAILING SCHEDULE. CEILING SHEATHING 9 + 5 ® ®® ® II I +Za ®i 5T AND CESSPOOLS ON PROPERTY L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER_ GYPSUM WALLBOARD 5d coolers 7'EDGE/ 101 FIELD ®®m SCALE: I 40 _ + P M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE 11ET►� rte' TO THE EAST ARE IN EXCESS OF TYPE CONNECTOR5 BY"SIMPSON'OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE WALL SHEATHING CLEAN SAND 8 x �, �E Aoa N Te:ARAN 5TRUCURAL PANEL 8d (TABLE 3.9) 0®In®® N x °� 150 FT FROM PROPOSED WELLS HURRICANE CUPS AT ALL PERIMETER Jolsrs To GIRDER CONNECTIONS. THESE PLANS ARE AN INSTRUMENT OF SERVICE GRAVEL . f Da nNc wE 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RE515TA14T AS FIBERBOARD PANELS �®®®® � NOTE:APPROXIMA �, A ox TION � AND ARE THE PROPERTY OF THE ARCHITECT. LOCATION OF AND CESSPOOLS FOR THIS REQUIRED. 7/1 G' 8d 3'EDGE/G'FIELD 8"DIAMETER x(VARIES) Ex STING SEPTIC 6.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. 25/32' 8d 31EDGE/G'FIELD INFRINGEMENTS WILL BE PROSECUTED _d PRECAST CONCRETE x 51 STEM TO BE 1 ° PROJECT. 7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF/t PA WCFM-1995.(SEE NAILING g LEACHING RING. ABANDONED. jd ro J SCHEDULE) GYPSUM WALLBOARD 5d coolers 7'EDGE/ 10'FIELD HARDBOARD Bd (TABLE 3.9) 2016 ALL RIGHTS RESERVED _ y 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED GROUND F NG I MEMBRANE.�°i p PARTICALBOARD PANELS 8d (TABLE 3.9) N WATER p I 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. DIAGONAL BOARD SHEATHING I I(I I NLjN 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT I'xG"OR I N51 2-8d PER SUPPORT 1 7'' STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND 15c 10'OR WIDER 3-8d PER SUPPORT I L I I pv �r r CHIMNEY,AND ROOF AND WAILS. 'I ISI 1lJl! u 1 1.INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE FLOOR SHEATHING Lff jJ-I I I I I c I 2-1/2 Ib. DENSITY FIBER-GLASS BATTS CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED 5TKUCURAL PANELS NOTE: MATE v FIBROUS GLA55 INSULATION.NAAMM STANDARD 51, I b-70. CLOSED-CELL SPRAY-IN FOAM INSULATION Robert I Brown CLEAN SAND 8 GRAVEL I a AnoN of Nen 1 I NOTE: ED ) I'OR LE55 8d 6'EDGE/ 12'FIELD BURIED 500C�AL � CON (R-6.5 PER INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. GREATER THAN I' ^� I 12.NEW INTERIOR DOORS SHALL MATCH EXISTING. I Od 6"EDGE/G'FIELD • LP-GAS TANK m WAS ur DIAGONAL BOARD SHEATHING Architect, P C� 13. NEW HARDWARE SHALL MATCH EXISTING. NOTE: BASED ON INFORMATION PROVIDED 1'x6'OR 1'x8" 2 Bd PER SUPPORT coNST a I 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO ASTM C36,AND SHALL BE 15c I O'OR WIDER 3-8d PER SUPPORT � 2'-0"Min. 8,4"Dia. 2"-0"Min. DEBRIS ER I "5HETROCK SW'BY U.5.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNE55 SHALL BE BY NEIGHBOR, WELL AND CESSPOOLS ON 11/2• PROPERTY TO THE EAST ARE IN EXCESS OF I 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND SPACKLED THREE(3)COATS.ALL EXTERIOR CORNER5 SHALL HAVE METAL CORNER BEADS. 20BayAVE. Greenport NY Typical Section @ Leaching Pools 150 FT FROM PROPOSED WELLS AND reen P Scale: NTS CESSPOOLS FOR THI5 PROJECT. ' ro 1 FIN15HE5 info@ribrownarchitect.com 1_ 1. NEW WOOD FLOORS SHALL BE 4'WHITE OAK 631-477-9752 2. EXISTING WOOD FLOORS SHALL BE SANDED AND REFINISHED. 18'-0w MAX. C.t0 C. 1. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS AND INSTALLED WITH THIN ,•�/iA SET ADHESIVE. 2.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED EQUAL,APPLIED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND a ' RECOMMENDATIONS. COLOR TO BE SELECTED. ATL 1 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, �N 3.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED 13Y THE WORK UNLESS ACTING UNDER THE DIRECTION OF A °yE INE SHALL BE CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE SEALED ;RADE Z 1 AND PAINTED.PAINTING SHALL BE TWO (2)COAT5 BENJAMIN MOORE AQUA PEARL :y LICENSED ARCHITECT,TO ALTER ANY ITEM ON LATEX PAINTED,COLOR TO BE SELECTED. Z THIS DRAWING IN ANY WAY. ANY AUTHORIZED FFE: 64.01 _ O i 4. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FNI5HED WITH TWO(2) ALTERATION MUST BE NOTED,SEALED,AND N1 COATS BENJAMIN MOORE LAID(ACRYLIC SEMI-GLOSS FAINT. 1 N f f f "L DESCRIBED IN ACCORDANCE WITH THE LAW. NSLOPE:Ya'/ I'MIN. :1 HVAC / ) to I.E: SLOPE:v4"/ I'MIN. I.E: I W 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES r G 18 6 L I.E: LE: NECESSARY TO PROVIDE A MVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES 4[ NEW TRENCH DRAIN AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE RESIDENTIAL CODE (-1 - 60.95' 60.4 T10N OF NEW YORK STATE 2015,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE ZONE too-- RED TO WORK. 5�(E ARC NOTE,ABANDON 2.PROVIDE WELL-MCLAIN UG-299 WALL MOUNTED GAS BLM OILER,299,000 BT , r DONNG WELL IN .Mme' 95%AFUE OR APPROVED EQUAL,TO REPLACE EXISTING BOILER. `Q_ �\�v�T 1 500 GALLON - WBASEMENT fW ,�tW 3.PROVIDE RHEEM RA 17 4 TON COMPRESSOR(2 STAGE)OR APPROVED EQUAL FOR SEPTIC TANK ip 1 �� /WIN NEW ZONEW. f 4.PROVIDE AIR-MANDLER,DUCTWORK,AND CONTROLS AS NECESSARY TO COMPLETE �O 7I (TYPICAL) W f O �'( THE WORK FOR NEW ZONES. �t PLUMBING „ w PERSPECTIVE VIEW 1 A I.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES SEPTIC C 8055 5 E CT I O N 1 a'-o" 1 NECESSARY CA COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS JtyC�� r 3,�5 E��p vtl►�� S 73 1 � �P�„plfJll AND SPECIFICATIONS AND THE RESIDENTIAL CODE OF NEW YORK STATE 2015,ORF NEW NOT TO SCALE ILEACH I NG POO �O ( ) REA50NA13LY IMPLIED AS NECESSARY TO COMPLETE THE WORK 1�.H�us 2. CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH 8'DIA.x I G'DEEP_ ��/-� U REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE lNl APPROVED'LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES"A5 PUBLISHED BY Cq THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 36" MINIMUM 2 x 2 CLIENT/OWNER 1 ' 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE FENCE POST PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF KEARNS WAT R 52' 4.THE CID. � � 4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, V p g'E- 1 C I YKVVIUt KtY-,MCN I ANUCKbCN WNUCTM.�ANU I CERTIFICATIONS,LICENSES AND INSPECTIONS ASS REQUIRED BY LOCAL,STATE,AND ZONE 2 DR 5��gW1. SLIDING GLA55 DOOR IN KIND WITH EXISTING. FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. RESIDENCE BRICK WALL ...,: X2..7 WOVEN WIRE FENCE w�K sA NEW 4" CAST IRON DRAIN PIPE SLOPED ELECTRICAL FURN15HH ALL ABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES (6 X 6 - 10 / 10 WWF) 18075 SOUNDVIEW AVE.pt NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW 49. pA` L A�10 �� ATY4"/FT FROM POOL HOUSE TO ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: Z SOUTHOLD NY A INAGE ve p00L p MUDROOM TO EJECTOR PUMP IN CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS.WIRING,LIGHTING, 3 vm 3 WNT g a> a� EXISTING BASEMENT SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO FILTER CLOTH v NEW MASTER J TE:ABANDON APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES BATHROOM NrW BATHROIOM 15TiNG SEPTIC WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND SITE FLAN AND SPCIFIGATIONS AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND HAND HAND I+AND NAND 16.0• INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND N PROJECT TITLE sulK 5wK SINK SINK L ATION PROPOSED I-STORY TOILET ."T- ELECTRICAL D15TRJBLJTION SYSTEMS. O s sn FXISnL ,ATtO ADDITION 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 ELECTRICAL14 5EC01 D BOOR 5 CALF" 1 /32" I I-OIL) PpoL O VVL� 7-'\ CODE OF NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NEPA NO,70-2017 (NEC), LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA), NEW ROOF ON EXISTING I-STORY E�Ip►AfT1T \ THE NATIONAL ELECTRICAL MANUFACTURERS'A550CIATION(NEMA)AND ANY OTHER ADDITIONS & RENOVATIONS GUTTER(TYPIC STRUCTURE. FRONT OF GARAGE ky .91 APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT �P%A TO DRAIN ONTO DRIVEWAY A.ND xl 4.1E,ADRIVEWAY DRAIN REQUIREMENTS WILL APPLY. EMBED FILTER CLOTH rj 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SMALL BEAR THE UNDERWRITERS F VI LABORATORIES.AINC.' LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY 0.6.E MIN. 6" INTO GROUND Li 3 very s vrNT 3 vrNT r11RE E 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE 2E DRAWING TITLE n [EQE� BRICK 2 C SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. Vm5nNG MISTING KITCHEN 3 V� POWDER RM GARAGE NOTE: BASED ON INFORMATIO 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,UCENSE5 T � DV1'VCti BATHROOM BATHROOM atENOWATrD) (NEM , POLE AND INSPECTIONS AS REQUIRED BYTHE LOCAL,STATE,AND FEDERAL AUTHORITIES, T" - SITE PLAN PROVIDED BY NEIGHBOR, WELL AND ANY OTHER APPLICABLE JURISDICTION. (o Z� 0 G.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES raEEr snoweR TOILET TUB TOILET HAND 2 6 AND CESSPOOLS ON PROPERT SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WTTH NO INTERVENING WALL NOTE r NOTES FEB q HAND HAND 91NRD SIIIK: SINK DIV/ SINK suds, Suu. (� AS C .5 / SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS 1n17 TO THE EAST ARE IN EXCESS C ARE NOT ACCEPTABLE. ALARMS SMALL BE INSTALLED ON EACH LEVEL ON WHICH riRST frDOP '� ;_� N ABANDON SLEEPING QUARTERS ARE LOCATED. MAXIMUM DRAINAGE AREA N a� `' ISTING WELL 150 FT FROM PROPOSED WELL ST SMOKE RESIDENTIAL�° coo NroR THE THE NFPAONA ONa�FIRS " L ro NOTE:APPROXIMAT AFPROXLOCATION A 1/2 ACRE / 100 LINEAR FEET Pjp AND CESSPOOLS FOR THIS ALARM CODE NO.72-1993 SMALL BE PROVIDED OUTSIDE EACH SEPARATE SLEEPING SCALE Z'0�.. T ll �g T. oD 7.'z] LOCATION OF 1 .5 ro NewsePncsnTei G7 EXISTING SEPTIC IE AREA,IN EACH SPLEEPING AREA,AND ON EACH FLOOR LEVEL. 3. 7 'SOU _HOLD PLUMBING RISER ABANDONED.SYSTEM TO BE y_ •I ss+ n PROJECT. Feb. 201 NOTED m m ))) CON13UTRACTOR ALARMS SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE AND NOT To 5CA_r HIHG )1- 20. SECTION DETAIL DRAWING NO. NOTE:MINIMUM 15' ZC) LS SEPARATION 1J�a f m BETWEEN NEW O Z N 1 DRYWELL � =b` DRYWELLAND v SILT FENCE DETAILS ABANDONED SEPTIC 2O INE S" SYSTEM 1 / RESIDENTIAL GENERAL NOTES ISSUES REVISIONS RIDGE MISC. GENERAL NOTES 1.THI5 PROJECT IS CONSTRUCTION OF A SECOND 5TORY ADDITION TO AN EXISTING SINGLE FAMILY D RESIDENCE,CLASSIFIED AS K-3. T 1 S'O 2.THE HEIGHT OF THE EXISTING BUILDING AS DEFINED BYTHE RESIDENTIAL CODE NEW YORK STATE TEST HOLE DATA /"1 VS.L 1 D 1 2015 15 1 G-7". THE PROPOSED HEIGHT OF THE BUILDING 15 29'-0". D�J Ll? 3.THE TYPE OF CONSTRUCTION 15 TYPE V(B). V�/ N 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 RESIDENTIAL CONE OF N.Y.5.AND CLIMATIC AND GEOGRAPHIC CRITERIA THE AF t PA WWOD FRAME CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. GROUND SNOW LOAD 20 PSF (PER FIG. R301.2 (5) RCNYS 201 5) 1 5.DESIGN LOAD CALCULATION ARE BASED ON: WIND SPEED (ULTIMATE DESIGN) 130 MPH (PEP,FIG. R301.2 (4) RCNYS 2015) „ca,ro«,-N.zo wzs.wws LIVE LOAD:AS PER TABLE 8301.4,RESIDENTIAL CODE OF NEW YORK STATE 2015. �03pDEAD LOAD:CALCULATED AS PER 8301.3 AS PER RGNY5 2015.9114 5EI5MIC DESIGN CATAGORY B (PER SECT. 8301.2(2) RCNYS 2015) CROSS SECTION END VIEW V DARKBROWN LOAM OL �-09� IFR ww SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG.R30I.2(5)RCNY5 2015. WINTER DESIGN TEMP I I'F (PER TABLE N 1 10 I.2) BROWN CLAY CL c WIND EXPOSURE CATEGORY-C,FOR 130 MPH 3 SECOND GUST. FLOOD ZONE N/A (PER FEMA MAP) 3� n DRAINAGE!"SP7 '?•! r �47 FROST LINE DEPTH 36 O!11S/4F?E RLQ. IRED _ X6'12 LOCATION LIVE DEAD DELECr LIMIT WEATHERING PROBABILITY SEVERE Contac`TOS Enginr Bring at 765-'956, before N 88' 3'35" E N e�3� 1ST FL 40 LB 12 LJ3G0 (PER FIG. 830 I.2(3)RCNYS 20 15) � � �~ 5 .48' DRAINAGE CALCULATIONS: 2D.FL.(SLEEP AREA) 30 LB. 12 Ia3GO DESIGN LOAD CALCULATIONS UNIFORM LIVE LOADS Backfill, OR Provide ,_ngineer's Certi kation BRONX CIAYEYSAND sc ZONE 12420.3 SF that x 0. 17 = 4 I I .4 CF ATTIC(NON STORAGE) 20 LB. 10 1/3G0 the dralnaC^has been Install8*� 1 Colic, I I I ROOF 20 LB. 15 L13Go PER TABLE 301 .5 RCNYS 2015 waTx Iaax ON 25.06/15 PROVIDE (1) 10 DIA x 3 D AND (1) 4 D DRYWELL (479 CF TOTAL) xpa �+ ROOMS OTHERTHAN SLEEPING 40 PSI 1 xA1 ZONE 2: 1 560 SF x 0. 17 = 265.2 CF G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS, SLEEPING ROOMS 30 P51 ,� 52. z w O ' ' " TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN ATTICS WITH LIMITED STORAGE 20 PSI r ". iL 3 # 1.n WATER IN BRONX CLAYEY SAND sc Llw� .Pr PROVIDE (1) 10 DIA x4 O D DRYWELL5 (273.7 CF) ,+ , ,,; E j QamN ■��a.K„ CORNER CONNEcnONwrmmEwoRK. `I 2 �i PLUMBER CERTIFICATi 7^d � S A�•, F Co q o ZONE 3 (EXISTING DRIVEWAY AND FRONT OF GARAGE): THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC L15E EXPRESSED ATTICS WITHOUT STORAGE 10 PSI n _1_ l l 1al 7� r 4 �.p. ONLEA A.1wra.ww.correcno„rr.�c A.3el wro,.,r HOLDDOWN WATER IN BRONX FINE TO MEDIUM SAND SP x I�. I 7 I r- �'p „��1w-�. „1� 6& ' 4,269.5 5F x 0. l 7= 725.8 CF OR IMPLIED IN THE USE OF THESE PLANS. STAIRS 40 PSI t -1-F W940%0„� zoo 210 �i. '' PROVIDE (3) 1 O'DIA. x 4'D DRYWELL5 (82 1 . 1 CF) 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE I 'A II`��r7�t CERTIFICA i F OF OCCUP NC WATER ENCOUNTERED 52•BELOW 5URFACE C= DRAWINGS.FOLLOW DIMENSIONS ONLY. sae 1 8.CONTRACTORS)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,U5TED,OR - - 7 J'2 DE's,=, MEN I AT SOLDER USED IPJ WA Ti R DESCRIBED THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS " tX �1.1 FOR oI THE SUPPLY SYSTEM CAPJN )T BASED ON SURVEY BY: Z4`' � �2 � O NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO c. COMPLETEE WORD " �' `� :1 IN�' EXCEED 2/10 OF 1% NATHAN TAFT CORWIN III x ' 1 9.ALL MATERIAL 5HALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS I jN - v`4't_l PT LE �, DATED: 25 AUGUST, 2015 ' AND SPECIFICATIONS. r ji�ryEL. CC�,;,�Rc c 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF oR�aam0.p .r�"roaI-1.. m�uz e.wr®rzaor 10 w•u ru*o w Nm ICF,M tMt/^5 SCTM 1000-51-01-08 OCCUPANCY. hAPl'NG 3. •'�: •J:.ATION PL����i�jj',,rn \ x A DEMOLITION 4. FI:v,1L - CONSTRUC lON MUST ALL FLU ^;N AREA: 52,287 5F TO TIE LINE 3z2 x ` 1.CONTRACTOR SHALL DEMOLISH WALLS,FLOOR. AND EXISTING ROOF AS INDICATED O DRAWINGS AND r T c r� x�'x.0.4 A2j xAa NAILING SCHEDULE L= C,1"IMPLETE FC'i C.0 �.+&WATE. i L1,.4tE , ,dEE-D AS NECESSARY,AND REMOVE DEBRIS. T�c7TII1JO BEFORE- COV•ERIN LOT COVERAGE �w Fad° x 2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR (PER AF t PA AMERICAN WOOD COUNCIL WFCM FOR +:L CON IS T F.UCTION SHA MEET THE INSTALLATION OF NEW YORK. ONE AND TWO FAMILY DWELLINGS 2015 SEC HIGH WIND EDITION) t1E_OUIRC%1,ENTS OF THE C 'JES OF NEW LOT AREA: 52,257 5Fx� 3.ALL NEW YORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS POSSIBLE UNLESS JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING YO Rj I I OTHERWISE NOTED. STATE. NOT RESP 4SIBLE FOR g-� pP�'+. ��nn p�! =.` EXISTING HOUSE: 3,083 SF , '""I' 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECE55ARY DURING I ELECTRi�•.or�-9L ?. DEMourroNANDCONSTRl1GT10N. ROOF FRAMING ` DESIGN OR CONSTRUCTI N ERRORS, �,,, NE -D PROPOSED ADDITION: 647 SF T ti RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER II"�.PECT190N 6'lEQU.6q; ND 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND �•~ EXISTING POOL: 633 SF `Y* x TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER J015T EXISTING DECKS/SHEDS: 610 5F--'-'-'-•--- T.N x&w x� , i AS NECESSARY. CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP UPLIFT CONNECTIONS -re+ - 1 x� 1 ° •q CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP y, - '-•L_... _ '� ''��p E��O FOUNDATIONS RIDGE STRAP(EACH END) 2 PERTIE COMPLY WITH _L CODES OF �"� �'��"A�A��� ' =�¢-�1 � CONNECTIONS D E T /A I L "� _- M�" " 1.ASSUMED 501L BEARING CAPACITY, 1,500 Ib./Sy.Ft. BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END ,1? p TOTAL FOOTPRINT: 4,973 S F x i col 00.00�9"° �" 32..ALL RE FE TO FOOTINGS REST ON UNDISTURBED p SOR8 DAY TEST. RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END NEW YORK STATE x TOWN CODES WALL FRAMING AS REQU cD AND CONDITIONS OF CONSTRUCTION STING FRAME GENERAL CONSTRUCTION TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT 4,973 / 52,287 - 9.5 1 % , DEBRIS BARRIER ,' 5HED TOP PLATES AT INTERSECTIONS(FACE-NAILED) 41 Gd J015T EA.51DE I.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO - ' EXISTING I STORY FRAME POOL HOUSE TO BE RESIDED DO NOT PROCEED.'LITH _ COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR STUD TO STUD(FACE-NAILED) 2-1 Gd 24.O.C. SOUTHC D TOWN IBA ` 1 AND REROOFED AND TRIMMED TO MATCH HOU5E. REASONABLY IMPLIED AS NECE55ARY TO COMPLETE THE WORK. HEADER TO HEADER(FACE-NAILED) I Gd I G'O.C.ALONG EDGES FRAPt�I IPTG UNTIL SU �VEY p9� y �E 2 1' PRO'AD DOOR REPLACEMENT KIND WITH INDDOW5 AND 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-I Gd,4-1 Gd PER 2x4,2xG, 2x8 RESPECTIVE L`r �v I !U KLAN I BOARD OF FOUNDATION LO ATIY 11 �, 3.INTERIOR TRIM SHALL MATCH EXISTING. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, 4.FRAMING ELEMENTS: T - le t .� NEW 4"CAST IRON DRAIN PIPE SLOPED END J015T OR BLOCKING(FACE-NAILED) 2-16d PER FOOT �� - ,. HAS BEEN APPRO D. 8"THICK PRECAST � � A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE N0.2 '- �■ CONCRETE TRAFFIC 110 AT&FT FROM POOL HOUSE TO OR BETTER. FLOOR FRAMING 7 B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT r BEARING SLAB. I,q POOL MUDROOM TO EJECTOR PUMP IN AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. JOIST TO SILL,TOP PLATE TO GIRDER(IDE-NAILED) 4$d PER JOIST EXISTING BASEMENT C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. BRIDGING TO J015T(TOE-NAILED) 2$d EACH END GRASS SHOULDER NOTe:A3ANDON -0BLOCKING TO J015T(TOE-NAILED) 2$d EACH END OCCUPANCY OR • F�aSTING D.ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR,EXPOSURE I,3/4'MIN.THICKNES. AREA. TYPICAL APPROX E.ALL HEADERS G' 'AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0'AND OVER BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK LOCATION PROPOSED 15TORr WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2'x8'OR AS SHOWN ON DRAWING. LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH JOIST GRADE GRADE Ew ROOF ON ADDITION F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.5.CODE J015T ON LEDGE TO BEAM(TOE-NAILED) 3$d PER J015T USE I S U LAW F .. III I I STING IST x OR AS NOTED @ 8'O'O.G.MIN..PROVIDE 2'SPACE FOR AIR CIRCULATION IN ROOF. BAND JOIST TO J015T(END-NAILED) 3-1 Gd PER JOIST fr�-1 p001 O IDENCE EW ROOF ON D,15TING 15TORY G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. BAND J015T TO SILL OR TOP PLATE(fOE-NAILED) 2-1 Gd PER FOOT I-r I I I I CURER 5TRUCTURF. FRONT OF GARAGE •� H.PROVIDE DOUBLE UP FRAMING UNDER ALL P05T5 AND PARALLEL PARTITIONS OR AS NOTED ON 1 ETN UT C E RT I F CA�� �i TO DRAIN ONTO DRIVEWAY AND DRAWING. ROOF SHEATHING t a arY3o,2017 _I I I 4A DRIVEWAY DRAIN ] 1.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WTTH RATED GALVANIZED METAL STRUCURAL PANELS 8d (TABLE 3.8) O� OCCUPANCY^^' 1���^`, T•a vt CONNECTORS BY'SIMPSON'OR APPROVED EQUAL. (\J"IV'U �(V'Y JdIIlld 12,201 �# DIAGONAL BOARD SHEATHING January 7 �• +.•-••�;15�•?}•�;y?y-;.,,.• � 45;�,� °•6E' SED sEC�N ,� J.NAILING SCHEDULE SHALL BE A5 PER N.Y.S.BUILDING CODE AS A MINIMUM.ALL 2kG'STUDS I'xG'OR I k8' 2$d PER SUPPORT o ;. ~vA�.;i.` ..•r^L. R oRYAoomoN SHALL RECEIVE 5 I Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE SITE L A N G vIGSTING zO'" NOTE: BASED ON INFORMATION ATTACHED NAILING SCHEDULE. I k oR WIDER 3$d PER SUPPORT zg AUGUST,ao16 17®®®® ® 5TR ' a P°`E PROVIDED BY NEIGHBOR, WELL K.PLYWOOD SHEATHING TO BE NAILED,5d NAIL5 @ 4'O.C.EXTERIOR EDGES AND 6d NAILS @ 12' ®®®® ® •.7 ZA- O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. CEILING SHEATHING 29 DECEMBER,2015 10FY AND CESSPOOLS ON PROPERTY L.ALL INTERIOR AND EXTERIOR FINI5HE5 TO BE SELECTED BY OWNER. GYPSUM WALLBOARD 5d coolers 7-EDGE/ 10'FIELD ®® ® II I K gpCbED M.ALL ROOF RAFTER5 5HALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE ® SCALE• - 40 _ tL� TO THE EAST ARE IN EXCESS OF TYPE CONNECTOR5 BY'51MP50'OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS•PROVIDE WALL SHEATHING CLEAN SAND b r�r ®®®®® N x x � � � `5 N�-I•E:ARAN HURRICANE GLII°s AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. STRUCURAL PANEL 8d (TABLE 3.9) GRAVEL n� T r L7(15TING wE 150 FT FROM PROPOSED WELLS THESE PLANS ARE AN INSTRUMENT OF SERVICE ®®®®® >�\ NOTE:APPROXIMAT tq A ox L TION 5,ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WALLET ARGON GAS,IMPACT RESISTANT AS FIBERBOARD PANELS '■S AND CE55PO01-5 FOR THIS REQUIRED. 7/1 G' ad 3-EDGE/G'FIELD AND ARE THE PROPERTY OF THE ARCHITECT. V DIAMETER x(VARIES) f� D 5T N6 SEPTIC 1 G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. 25/32' ad 3'EDGE/G"FIELD INFRINGEMENTS WILL BE PROSECUTED e PRECAST CONCRETE x SYSTEM To BE d yw�+� I PROJECT. 7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WTTH ANSI/AF/E PA WCFM-1995.(5EE NAILING ARAN XJNED 1- GYPSUM WALLBOARD 5d coolers 7-EDGE/ 10'FIELD LEACHING RING. ,hl n ! SCHEDULE) 2016 ALL RIGHTS RESERVED : t HARDBOARD 8d (TABLE 3.9) o - 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED it GROUND 0 - I MEMBRANE. PARTICALBOARD PANELS 8d (TABLE 3.9) WATER a� I �j 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. DIAGONAL BOARD SHEATHING 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT I XxG'OR I k8' 2$d PER SUPPORT I(I I I DR,wai r STEP FLASHING AND COUNTER-AND GAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND I'x 10'OR WIDER , 3$d PER SUPPORT 90.0 �1NE 1 CHIMNEY,AND ROOF AND WALLS. a 1.INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE FLOOR SHEATHING 1JJJJ-I I I I It I 2-1/2 Ib. DENSITY FIBERGLASS BATT5 CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED 5TRUCURAL PANELS CLEAN SAND b GRAVEL = NOTE:ON OF NEATEW 1 r FIBROL75 GLASS INSULATION.NAAMM STANDARD SI, I b-70. CLOSED-CELL SPRAY-IN FOAM INSULATION I'OR LE55 Sd 6"EDGE/ 12'FIELD Robert I Brown LOCATION of L NOTE` ED (R-C.5 PER INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED A5 INDICATED ON DRAWINGS. GREATER THAN I' BURIED saoGAL H` coNc _ 1 I Od 6'EDGE/G'FIELD • LP-GAS TANK m I wq5 LIT � 12.NEW INTERIOR DOORS SHALL MATCH EXISTING. DIAGONAL BOARD SHEATHING 13. NEW HARDWARE SHALL MATCH EXI5TING. I'xG'OR I k8" nd PER SUPPORT NOTE: BASED ON INFORMATION PROVIDED I 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO A5TM C3G,AND SHALL BE Architect, P.C. CONST I k I O'OR WIDER 3$d PER SUPPORT Z'-0"MITI. 6'-0"Dia. T-0"Min. omRts ER 'SHEETROCK 5W BY U.S.GYPSUM GO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE BY NEIGHBOR, WELLAND CESSPOOLS ON I 1 ti 1/2' PROPERTY TO THE EAST ARE IN EXCESS OF 1 j 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND 5PACKLED THREE(3)COATS.ALL EXTERIOR Typical Section Leachin Pools 150 FT FROM PROF05ED WELL5 AND CORNERS SHALL HAVE METAL CORNER BEADS. 205 Bay Ave. Greenport NY Scale: NTS CE55POOL5 FOR THIS PROJECT. N ' FINISHES info@ribrownarchitect.com ' _ 1. NEW WOOD FLOORS SHALL BE 4'WHITE OAK 631-477-9752 I 2. EXISTING WOOD FLOORS SHALL BE SANDED AND REFINISHED. •�$■_An _ 1. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS AND INSTALLED WITH THIN �I M C,t�C. 1 CP I 1 SET ADHESIVE. 2.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED EQUAL,APPLIED IN ACCORDANCE WTTH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. COLOR TO BE SELECTED. A C 1 3.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK IT IS A VIOLATION OF THE LAW FOR ANY PERSON, SHALL BE CLEANED AND REPAINTED. NEW WALLS AND CEIUNG5 SHALL BE SEALED ;(�pE UNLESS ACTING UNDER THE DIRECTION OF A AND PAINTED.PAINTING SHALL BE TWO (2)COATS BENJAMIN MOORE AQUA PEARL ; 7. LICENSED ARCHITECT,TO ALTER ANY ITEM ON LAID(PAINTED,COLOR TO BE SELECTED. TttE ,,. Z THIS DRAWING IN ANY WAY. ANY AUTHORIZED FEE: 64.01' ' I 4. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2) COATS BENJAMIN MOORS LATEX ACRYIJC SEMIGLOSS PAINT. ALTERATION MUST BE NOTED,SEALED,AND N SLOPE:Ya'l I' N. 1 I N HVAC { j DESCRIBED IN ACCORDANCE WITH THE LAW. J / LE: SLOPE: 4'/ I'MIN. I E; � I W I.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES LE: I,E; � _ NECF55ARYTO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES 6 I. _ GO 951 i WELL NEW TRENCH DRAIN AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE RESIDENTIAL CODE (� N GOA ATO" OF NEW YORK STATE 2015,OR REASONABLY IMPLIED AS NECE55ARY TO COMPLETE `/ RED AR + _ � zONE ILS TO WORK. •� NOTE:ABANDON N' 2.PROVIDE WELL-MCU+JN UG-299 WALL MOUNTED GA5 BOILER,299,000 BTU/H, 89 yi�� EXISTING WELL IN Mp'T' 95%AFUE OR APPROVED EQUAL,TO REPLACE EXISTING BOILER. QO BASEMENT 3.PROVIDE RHEEM RA 17 4 TO COMPRESSOR(2 STAGE)OR APPROVED EQUAL FOR 1500 GALLONI tr a �+ . �yy1E. /v�,,N NEW ZONEW. SEPTIC TANK tD f 4.PROVIDE AIR-HANDLER,DUCTWORK,AND CONTROLS AS NECESSARY TO COMPLETE G``(TYPICAL) THE WORK FOR NEW ZONES. `� i �J PLUMBING ` Ln g w "' A v PERSPECTIVE VIEW I.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES SEPTIC C DOSS-S ECT I O N 8� 13D �T ANDNECESSARYTO IONS AND ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS �T 34A !�'r'*SAD �w -'TJ' 1pDR �'� AND SPECIFICATIONS AND THE RESIDENTIAL CODE OF NEW YORK STATE 2015,OR EYII 1(0 NOT TO SCALE (1)LEACHING POO HNOV56 S �f (� Y REASONABLY IMPLIED E NECESSARY TE COMPLETE THE WORK. .� •j� \ ) 2. CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH U DIA. x I G'DEEP �►/� v y t REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE II`!1 1 APPROVED'LI5T OF CERTIFIED WATER SAVING PLUMBING FIXTURES'AS PUBLISHED BY 1 THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 36�� MINIMUM 2 x 2 CLIENT/OWNER 1 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE 5UPMV15ION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE FENCE POST PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF KEARNS WATER 52' 4,THE CLD. V � � 4.THE CONTRACTOR SHAM OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, p.VE• 1 I rKWIUc ICCPLA(,tMCN I ANDCK7tN WINLKAV�ANU I CERTIFICATIONS,LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL,STATE,AND RESIDENCE foam WALL ZONE 2 D 82.3 � N L SLIDING GLA55 DOOR IN KIND WTTH EXISTING. FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. W ELECTRICAL WOVEN WIRE FENCE �$ NEW 4" CAST IRON DRAIN PIPE SLOPED 1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES (6 x 6 - 10 / 10 WWF) 18075 SOUNDVIEW AVE. '�10 ATY4"/FT FROM POOL HOUSE TO NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW -0 D A I N A G E CONNECTIONS SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED,LI z SOUTHOLD NY 3 VENT 3 VWT g �` MUDROOM TO EJECTOR PUMP IN 5EORVICE5oFEEDER5,DISOUSLY INSTALLED TRIBUTION AND PROTECTION ELECTRICAL QUIPMMEN .CONNELCTIONIS TO NEW MASTl3t TL:ABANDON EXISTING BASEMENT APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES FILTER CLOTH - 15ATHROOM NrW BATHROOM 15TING SEPTIC WITHIN THE SCOPE OF THE WORK A5 SHOWN ON THE APPLICABLE DRAWINGS AND �� AND 5PCIFICATION5 AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND MAHD HAND kD GT • PROJECT TITLE J i 1LN �6 L ATIO PROPOSED I-STORY INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS ANDNra ErroI Er• CO PAT1D ADDITION ELECTRICAL DISTRIBUTION SYSTEMS. I�R 2.ALL WORK SHALL CONFORM TO THE REQUIREMEN75 OF THE 2015 ELECTRICALI"noon SCALE: 1 /32" I 1-OIII ❑ x CODE OF NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NEPA NO,70-2017 POa O NEW ROOF O EXISTING I-STORY (NEC), LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA), E000 STRUCTURE. FRONT OF GARAGE THE NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER ADDITIONS & RENOVATIONS GUTTER(TYPICAL 'm '*S APPLICABLE CODES. IN THE EVENT OF CONFLICT.THE MORE STRINGENT DR DRAIN ONTO DRIVEWAY AND EMBED FILTER CLOTH �RA REQUIREMENT5 WILL APPLY. 4.1 �. C1.1E DRIVEWAY DRAIN C 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY �� D T� IIJVVCC�" ,CE r WILL BE INSTALLED. MIN. 6 INTO GROUND 3 vmT 3 WNT 3 VENT �I11RE 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE Z DRAWING TITLE gR1CK Z,o'w SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. C IXISTNG EXISTING KITCHGN 3 VENT FOWDFRIN GARAGE T 1� NOTE: BASED ON INFORMATION 5.THE CONTRACTOR SHALL OBTAIN.SUBMIT,AND PAY FOR ALL PERMITS.UCENSES - SITE PLAN ��� -" �v� + BATHROOM BATHROOM MrNOWAT®) olrm AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, PROVIDED BY NEIGHBOR, WELL AND ANY OTHER APMCA13LE JURISDICTION. to HADD HAND 4.2 6 ?A O AND CESSPOOLS ON PROPERT G.CARBO MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES r■ wwo HAND SINK SINN: SINK DA,,, SINK 'J•1" SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL TOILET SINK SINK SHONE TOIIJ? TUB TOILET AS �■ [-] � L SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS NOTE: NOTES tT�T�D:_I TG D y M TO THE EAST ARE I N EXCESS C ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED O EACH LEVEL O WHICH Z' eIR3T rLOOR �r �"^ •-t "' �T ly �j;f NQ E:ABANDON ." SLEEPING QUARTERS ARE LOCATED. MAXIMUM DRAINAGE AREA t �0UT11 )- N G� ♦.7 %, N15TING WELL 150 FT FROM PROPOSED WELL 7.SMOKE DETECTORS IN CONFORMANCE WITH THE ELECTRICAL CODE OF NEW YORK 1'D co t' NOTE:APPROXIMAT APPR01 LOCATION A STATE AND THE RESIDENTIAL CODE OF NEW YORK STATE,THE NEPA NATIONAL FIRE 1/2 ACRE / 100 LINEAR FEET co LOCATION OF AND CESSPOOLS FOR THIS ALARM CODE NO.72-1993 SHALL BE PROVIDED OUTSIDE EACH SEPARATE SLEEPING SCALE AREA,IN EACH 5PLEEPING AREA,AND O EACH FLOOR LEVEL. Feb.3,2017 NOTED ro NFwsEFncSSTI9A S� SYEX1STEM TO 1 TIG , PROJECT. PLUMBING RISER ABANONED. y_ O rn m )) CONTRACTOR TOR SHALL A COORDINATE WITH OWNERS ALARM COMPANY FOR SMOKE AND NOT TO SCALE TING 20. SECTION DETAIL DRAWING NO. '•11. NOTE:MINIMUM 15' `La is SEPARATIONBETWEEN NEW lt ABANDONED AND a Z N I DRYWELL SILT FENCE DETAILS ABANDONED SEPTIC 20. �NL`- SYSTEM ISSUES/REVISIONS E AS (3) 30" x 30" x 12"d POURED CONCRETE FOOTING AT MIN. 3' BELOW GRADE ON 14'-7" 14'-7" 11'-5" UNDISTURBED SOIL. (TYP.) ❑ i i ❑ i I ❑ EXTEND EXISTING FOUNDATION AND SLAB ON GRADE ------------------------- I I I - I I N I I I I I I I I I EXISTING CEDA CLOSET N i O O I PROVIDE NEW PIT FO EJECTOR PUMP O I 25 AUGUST,2o16 B I U I EXISTING SLAB EXISTING GARAGE SLAB B ON GRADE m d THESE PLANS ARE AN INSTRUMENT OF SERVICE I EXISTING CRAWLSPACE AND ARE THE PROPERTY OF THE ARCHITECT. I I z O EXISTING BASEMENT INFRINGEMENTS WILL BE PROSECUTED I I 0 - I 57< I i 2oi6 ALL RIGHTS RESERVED I I I t 1 � _ EXIST. (2) 3"x 10" GIRDER Robert I. Brown Architect P C EXIST. oC I I W.H. 00 205 Bay Ave. Greenport NY inPo@ribrownarchitect.com IL A I 10'-I 112" 631-477-9752 A7 - UP A m 0 I EXISTING WA L 0 A7 12" NO. 5 DEBAR @ I G" I ® BE REMOVE S . 1 2DICATED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, r OC (VERTICk�L) EPDXIED - I I EXISTNO. 5 REBAR @ 16 UNLESS ACTING UNDER THE DIRECTION OF A INTO EXISTINGw aU I I UEX15T. FILTER EXIS . OC (VERTICAL) EPDXIED LICENSED ARCHITECT,TO ALTER ANY ITEM ON FOUNDATICIN WALL ELEC INTO EXISTING THIS DRAWING INANYWAY. ANYAUTHORIZED -----—- P FOUNDATION WALL ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. NEW CRAWL-SPACE AREA --- - - --` T LMS-M�`X 75" NEW CRAWL-SPACE AREA WITH 2" SLAB LEVEL WITH I �j WITH 2" SLAB LEVEL WITH EO ARC EXISTING CRAWLSPACE5. NEW 3" DIA, CONC. Q p N 2' 6" EXISTING CRAWLSPACE5. ��S��P�I BRO FILLED STD. WT. STEEL N NEW CONCRETE 2-6 NEW BASEMENT COL. SITTING ON NEW CONCRETE � RETAINING WALL. STAIR REMAINING FOOTING z dU RETAINING WALL. TOP LEVEL WITH TOP LEVEL WITH CRAWL-SPACE SLAB CRAWL-SPACE SLAB �. UNDERPIN EXISTING sTr a1 yob 12" NO. 5 REBAR @ 16" UNDERPIN EXISTING OF N FOOTING AS NECESSARY OC (VERTICAL) EPDXIED NEW FULL HEIGHT 8"TH. FOUNDATION7 FOOTING AS NECESSARY INTO EXISTING WALL ON CONTINUOUS 8"X I G" FOUNDATION WALL POURED CONCRETE FOOTING /OWNER (VERTICAL) 12" 5 REBAR @ f CLIENT LEARNS NEW BASEMENT AREA WITH \I OC (VERTICAL) EPDXIED 4" TH. POURED CONCRETE - INTO EXISTING RESIDENCE SLAB LEVEL WITH EXISTING o FOUNDATION WALL in — 18075 SOUNDVIEW AVE. SOUTHOLD, NY r——-17 112" PROJECT TITLE I I I I I I I I I L---J L---J L---J L---j L--J L--J ADDITIONS & RENOVATIONS (G) 30" x 30" x 12"d POURED CONCRETE FOOTING AT MIN. 3' BELOW GRADE ON UNDISTURBED SOIL. FYP.) DRAWING TITLE f O U N D A T 1 O N F L A N FOUNDATION PLAN SCALE: Y4" = I 0' A A A + D C SCALE f s January lz,zolj 1/4'=f-0" i DRAWING NO. ISSUES/REVISIONS E D C O O O O WINDOW SCHEDULE MODEL SIZE TYPE LITE5 QUANTITY NOTES A ADH 3054 30"x 5'4" DH 2 OVER 2 G 4-2 3=2' 3=2 3=2' 4-2 B ADH 2438 2'4"x 3'8" DH 2 OVER 2 4 C ACRD 20 2'0"DIAMETER CIRCLE I SPECIALTY F D ADH 3050 3'0"x 50" DH 2 OVER 2 9 FIRST FLOOR EGRESS A E ADH 3454 3'4"x 5'4" DH 2 OVER 2 4 N F ATF 3414 3'4"x IA" TPAN50M 2 LITE5 4 d G ADH 3250 37"x 50" DH 2 OVER 2 G SECOND FLOOR EGRE55 EXISTING LIVING ROOM = H ADH 2430 2'4"x 30' DH 2 OVER 2 4 EXISTING LOWER LEVEL TO I ACRD 30 3'0"DIAMETER CIRCLE I SPECIALTY REMAIN G 1/2" 151-211 O 7'-G" 7-5" 1.NOT ALL WINDOWS TO BE ANDERSEN 'A' SERIES,STORMWATCH. 2. WHITE EXTERIORS AND INTERIORS. 3 • • 3. PROVIDE SATIN NICKEL HARDWARE. 4'-9 1/2" 7'-8" _ 4. SIMULATED DIVIDED LITE GRILLES TO BEj" 13'-0 I/2" O • Ont 3'-1 1" STEP DOWN G 1/2" TO5'-0" NEW GxG WOOD �' NEW MUDR OM COLUMNS TO BE CLAD I nl DOOR SCHEDULE No. LOCATION 51ZE TYPE MAKE SWING HARDWARE NOTES NEW STEPS O N I I BUILD UP REMOVE, LEVEL TO NEW fXTEFIOR FLOOR TO REFRAME AND G FLOOR HEIGHT I FRONT ENTRY 3'0"x G'8"O RH LOCKSET O A A A A LEVEL WITH REINSTALL DOOR RISE: 7.5" O O O O I EXISTING TO NEW FLOOR RUN: 9" O n1 D LEVEL I RISERS: 4 5'- 1/2" 2'-1" 1 1'-2 1/2" 2 GARAGE ENTRY 2'G"x 6'8" _ RH LOCK5ET EXISTING FIRE RATED EXIST. 19 N CL. 4'-2 1/2" 3'-3" 3'-3" 3'-3" 4'-2 I/2" 121-G" 5'-2" 3 MUD ROOM ENTRY 2'G"x G'8" ANDERSON LH LOCKSET CLOS. O - O 4 LIVING ROOM ENTRY GO"x G'8" 5UDE (L V) m 18 - — REFRIG— 2"x 4" @ AG"OC FRAME I I —O 5 MASTER BED ENTRY 5'0"x G'8" SLIDE LNUFAET R 4 LITE5 EACH a MANUFACTURER I I N NEW 2xG CONSTRUCTION • EXISTING W.I.G. G IRST FLOOR PARTITION WITH�" GYP BD EXISTING MEDIA ROOM WITH�" FIRECODE X GYP. z 8 BOTH SIDES TAPE, SPACKLE I I COFFERED CEILING ABOVE I BD. BOTH SIDES. TAPE a? G KITCHEN 2'8"x G'8" 2 PANEL MDF LH LocKSET AND PAINT I AND SPACKLE AND nl c0 EXISTING MASTER I I - CABINETS AND COUNTERS PROV DE I CAULK AS NECESSARY m 7 LAUNDRY 5'0"x 6'8" 2 PANEL MDF PAIR DUMMY w/MAGNETIC CATCH REMOVE EXISTING CERAMIC TILE N N AND INSTALLED BY OTHERS. FOR I HOUR FIRE RATING 2 I I Ln BEDROOM FLOOR. INSTALL NEW 4" WHITE — CONTRACTOR TO COORDINATE 8 MUDROOM BATH 2'2"x G'8" 2 PANEL MDF LH PRIVACY `r I I `r I 25 AUGUST,2oi6 OAK FLOORING THROUGHOUT cA SINK HOOD EXHAUST 9 CLOSET 2'G"x G18" 2 PANEL MDF LHR PASSAGE 17 March,2o16 2 I FIR5T FLOOR. III O WITH INLINE FAN 10 CLOSET 2'G"x G'8" 2 PANEL MDF RHR PASSAGE v - - - - - -D - o 11 BASEMENT 2'10"x G'8" 2 PANEL MDF RHR PASSAGE BD. THROUGH THESE PLANS ARE AN INSTRUMENT OF SERVICE ° — NEW GxG WOOD GARAGE EXISTING GARAGE 12 HALL BATH 2'4"x G'8" 2 PANEL MDF RH PRIVACY NEW DOOR IN EXISTING JAMB AND ARE THE PROPERTY OF THE ARCHITECT. COLUMNS = INFRINGEMENTS WILL BE PROSECL.Fn 0 EXISTI NIG D/W 13 BEDROOM I 2'G"x G'8" 2 PANEL MDF RH PRIVACY NEW DOOR IN EXISTING JAMB B MASTEIR ISTING FIREPLACE T TO BE CLAD I Cn B 7 REMAIN 3_g O r A7 2o16 ALL RIGHTS RESERVED O BATH _ L— 14 BED I CLOSET 2'0"x G'8" 2 PANEL!','Df LHR DUMMY NEW DOOR IN EXISTING JAMB ° NEW KITCHEN — EXIST. 1 5 BED I CLOSET 4'8"x G'8" 2 PANEL t'"^F 17 IPAIR DUMMY NEW DOOR IN EXISTING JAMB I I CLOS' I G BED I CLOSET 4'0"x G'8" 2 PANEL NIDE PAIR DUMMY NEW DOOR IN EXISTING JAMB 15 13 � _ I _ r _ N N N I 17 MASTER BED 2'G"x G'8" 2 PANEL MCF RH PRIVACY NEW DOOR IN EXISTING JAMB RERIG z BUILD UP V 18 MASTER BED CLOSET 1'8",x G'8" 2 PANEL MDF RHR DUMMY NEW DOOR IN EXISTING JAMB Robert 1. Brown EXI5T. I I FLOOR TO i' Architect P.C. 19 ASTER BED WALK-IN 2'4"x G'8" 2 PANEL MDF EXISTI G RH PRIVACY 14 CLOS. o LEVEL WITH m i � i STEP DOWN I I I EXISTING I 20 MASTER BED CLOSET 3'4"x G'8" 2 PANEL MDF PAIR DUMMY NEW DOOR IN EXISTING JAMB 20 Bay Ave. Greenport NY N I II I n � �� �i A 21 MASTER BED CLOSET 4'0"x 6'8" 2 PANEL MDF PAIR DUMMY w/MAGNETIC CATCH A7 p G 7-7 I/2 7-G I/2 7-G I/2 '-3 I/2 —O 22 MASTER BATH 2'4"x G'8" 2 PANEL MDF POCKET HEAVY DUTY HARDWAREIriO@ribrownarchitect.com = — _ — — — — — — — 631-477-9752 � DN UP � — ..i�1 9'-4 1/2" G I ECOND FLOOR NEW STAIR: OAK TREADS NEW GxG WOOD ,�� 13'-0 I/2° IT IS A VIOLATION OF THE LAW FOR ANY PERSON, O WITH�YP 6D A WITH PAINTED PINE K15ERS COLUMNS TO-BE CLAD 23 MASrER BED 2'8"x G'8" 2 PANEL MDF RH PRIVACY UNLESS ACTING UNDER THE DIRECTION OF \ EXISTING BEDROOM LICENSED ARCHITECT,TO ALTER ANY ITEM ON A 24 MASTER BED CLOSET 2'G"x G'8" 2 PANEL MDF LH PASSAGE THIS DRAWING IN ANY WAY. ANY AUTHORIZED zs MASTER BATH 210"x G'8" 2 PANEL MDF RH PRIVACY ALTERATION MUST BE NOTED,SEALED,AND i<ABOVE 6) DESCRIBED IN ACCORDANCE WITH THE LAW. DINING ROOM O NOTE: PUMBING FIXTURES TO BE 2G BEDROOM 2 2'8"x " 2 PANEL MDF G'8 RISE: 7.5" 3'-7 I / \ BUILD UP FLOOR TO LEVEL m F PROVIDED BY OWNERS 27 BEDROOM 2 CLOSET 2'4"x G'8" 2 PANEL MDF LHR PASSAGE /2� RUN: I I" �� I � I WITH EXISTING " 16 RISERS: 15 \\ 2„ A9 28 BEDROOM 3 2'8"x G18" 2 PANEL MDF LH PRIVACY \�� U gp O i O � _ - A 29 BEDROOM 3 CLOSET 5'0"x 6'8" 2 PANEL MDF PAIR DUMMY w/MAGNETIC CATCH - i / N 30 HALL CLOSET 3'0"x G'8" 2 PANEL MDF PAIR DUMMY w/MAGNETIC CATCH 3'-7 31 BATHROOM 26"x G18" 2 PANEL MDF RH PRIVACY " Q� 5'-10" 1 5-5 112" o O 3'-0" 3'-3 112" 1 3'-3 1/2" 1 2'-1 I / T 34N y0 m N G I GARAGE PLACEMENT EXISTING DESIGN I I W CLOPAY OH MOTORIZED RE O p 5'-I I 112" 1 12-2 1/2" 2'-7" 2'-7" 5'-G 11211 3'-2 112" O O p jrW(NDOW5 90241 O CLIENT/OWNER 4" x G" IPE DECKING KEARNS — NEW PORCH WITH HIDDEN I? CON NECTOR5 RESIDENCE 1 4'-10 112" 4'-10 112" g'-g" 9'-8" Cn �' ��� `2� 18075 SOUNDVIEW AVE. SOUTHOLD, NY 3G" HIGH HANDRAIL HBG PERMACSTVC PROJECT TITLE A (NP) 10" DIA COLUMN, TUSCAN STYLE (TYf') �,'� ` �,�i� ADDITIONS & RENOVATIONS , I- I R S T f L 01 O 49'-10 112" _I qL� DRAWING TITLE SCALE: V4" = I' FIRST FLOOR PLAN E AgA SCALE ' A9 D C January 12,2017 1/4"=f-0" DRAWING NO. ISSUES/REVISIONS E (2) " x I 0 P.T. CrD IN I " VE AT'EK ROOF BELOW U O d- N rz d LU U co x N 7-10" 3'- . 12'_0 I/ 3'-4" 1 12'-0 112" 3'-4" 7-1 112" OG G G CG OG OG 41 oo 7-3 1/2" 3'-4" 5'-1 1 112" 5'-8" 3'-4" G'-0" 5'-7" 3'-4" 7-4" I 0-7" 15-0" 1 G'-3" 4" W. WHITE OAK FLOOR THROUGHOUT, EXCEPT &5 ROOF BE OW NOTED. PROVIDE 3 COAT OI z5 AUGUST,=6BA5ED POLYURETHANE FINIS:' ROOF BELOW THESE PLANS ARE AN INSTRUMENT OF SERVICE e MASTER BEDROOM - BEDROOMo BEDROOM AND ARE THE PROPERTY OF THE ARCHITECT. 7 LnA7 INFRINGEMENTS WILL BE PROSECUTED 2oi6 ALL RIGHTS RESERVED ROOF BELOW BUILD UP CHIMNEY 5' Robert I. Brown N 27 Architect, P.C. N 3'-1 1/2" N 2'-7" 2G 28 - 20Bay Ave. Greenport NY CLOSET. 3'_8�� 12'-2 I/2" 2'-8" I'-5" 2'-8" 4'-2" 2 inPo@ribrownarchitect.com 24 PROVIDE ROD N 631-477-9752 AND SHELF �t N A p 00-0 - A IT IS A VIOLATION OF THE LAW FOR ANY PERSON, A7 ROOF BELOW 25 8-8 � N • N A7 UNLESS ACTING UNDER THE DIRECTION OFA DN HANDRAIL — LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED 9'-0 1/2 31 ERAMIC TILE m ALTERATION MUST BE NOTED,SEALED,AND RISE: 7.5" FLOOR. TILE To DESCRIBED IN ACCORDANCE WITH THE LAW. 3'-8 1/2" 1 m CERAMIC TILE • RUN: I I" BE PROVIDED 5Yi FLOOR. TILE TO N R15ER5: 15 OWNERS BE PROVIDED BY 12'-7 1/2" 7 vEDARC�,/7 LINE K DRAIN OWE OWNERS TO o — UWL LINEAR DRAIN ��`50�Pt I.BRo ccs 12'-G 112" OU'N G) o • �O 61) 2--1 1" 2'-1 1" 2' 1 1 112" 3'-0" -0° 3'-7 112" 3'-7 112" 3'-2' T 1 141 OQ� F Nfc`Ny iv111 22'-9" N O O O O CD CH O CLIENT/OWNER 5--1 1" 2'-G" 13'-5" 3'-0 112" 3'-0 1)12" 13'-0" 2'-7 112" 5-9" K EARN S O ABOVE RESIDENCE 18075 SOUNDVIEW AVE. SOUTHOLD, NY R010F BELOW PROJECT TITLE ADDITIONS & RENOVATIONS DRAWING TITLE 1 SECOND FLOOR PLAN SECOND FLOOK SCALE: /4" = I' SCALE ` � � January iz,zoic 1/4"="-0" i E I AU8 A8 r DRAWING NO. ISSUES/REVISIONS 25 AUGUST,=6 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 201 6 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. (�P,E0 AROh,/T TF0 rly CLIENT/OWNER KEARNS RESIDENCE 18075 SOUNDVIEW AVE. SOUTHOLD, NY PROJECT TITLE ADDITIONS & RENOVATIONS DRAWING TITLE ROOF PLAN I� C� OF PLAN scaLE: y�" = i e SCALE January 12,2017 1/4'="-0" DRAWING NO. ISSUES/REVISIONS CIERTI-GRADE YELLOW CIEDAR ROOF SHINGLES, NO. I 18" PERFECTIONS, 5-1/2" EXPOSURE 12Q 8 NEW SECOND FLOOR OVER EXISTING ONE STORY FRAME STRUCTURE SIDING TO BE EASTERN WHITE CEDAR SHINGLES PRE-DIPPED (DOUBLE) SCARBOROUGH PRE-FAB I"x 4" 'NANTUCKET'GRADE, CUPOLA, 3G"5Q. x 56"H. COLOR TO BE SELECTED, IN RED CEDAR, 5TAIIN TO VER5ATEX FLAT BY MAIBEC. MATCH SIDING CERTI-GRADE YELLOW CA51NG (TYP) CEDAR ROOF SHINGLES, NO. I 18"PERFECTIONS, CERTI-GRADE YELLOW INSTALL WITH 5-1/2" 4-112" EXPOSURE CEDAR ROOF SHINGLES, EXPOSURE NO. I 18" PERFECTIONS, i �❑ 4-112" EXPOSURE 1-1/21 SILL TRIM 3 12 CERTI-GRADE YELLOW 12 -2 2 CEDAR ROOF SHINGLES, a3 NO. I 18" PERFECTIONS, _ ______________ __ 5-1/2" EXPOSURE NEW ROOF STRUCTURE ON 12 EXISTING ONE STORY BEAM CLAD IN I" REMOVE EXISTING SIDING 5 D VERSATEX SIDING TO BE EASTERN REMOVE EXISTING 51DING WHITE CEDAR SHINGLES REMOVE EXISTING SIDING NEW PORCH PRE-DIPPED (DOUBLE) 'NANTUCKET'GRADE, COLOR TO BE SELECTED, BY MAIBEC. x G" IPE DECKING W HIDDEN CONNECT INSTALL WITH 5-1/2" EEI EXPOSURE -------------------- --------------------------------------------- -----------—————————————— —————————————————————————J 5'-G" 25 AUGUST,2oi6 E A S T E L E V A T 1 0 N ONE STORY ADDITION TO EXISTING ATTACHED GARAGE SCALE: 1/4" = I'-Cl" EXISTING EXCEPT AS NOTED THESE PLANS.^5 AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY ON 1 HE AhLi Z-TRCT. INFRINGEMENTS WILL BE PROSECUTED 2oi6 ALL RIGHTS RESERVED Robert I. Brown CERTI-GRADE YELLOW Architect, P.C. CEDAR ROOF SHINGLES, I 18" PERFECTIONS, 5-1/2" EXPOSURE CERTI-GRADE YELLOW 2o5 Bay Ave. Greenport NY 5-I 1 2 / CEDAR ROOF SHINGLES, info@ribrownarchitect.com NO. 1 18" PERFECTIONS, 631-477-9752 5-1/2" EXPOSURE NEW SECOND FLOOR OVER EXISTING ONE STORY FRAME STRUCTURE SIDIINGTO BE EASTERN IT ISA VIOLATION OF THE LAW FORANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A WHITE CEDAR SHINGLES LICENSED ARCHITECT,TO ALTER ANY ITEM ON PRE-DIPPED (DOUBLE) 'NANTUCKET'GRADE, THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND COLOR TO BE SELECTED, DESCRIBED IN ACCORDANCE WITH THE LAW. BY MAIBEC. INSTALL WITH 5-1/2" EXP©SURE NEW SECOND FLOOR OWER R?D r3 C,, i� EXISTING ONE STORY NEW ROOF STRUCTURE ON CERTI-GRADE YELLOW FRAME STRUCTURE EXISTING ONE STORY Q CEDAR ROOF SHINGLES, ,t NO. I 18" PERFECTIONS, CERTI-GRADE YELLOW I'-6" 4-1/2" EXPOSURE CEDAR ROOF ES, 4 �� NO. I 18" PERFECTIfECTI ONS, cP � 4-112" EXPOSURE FO W-p CfRTI-GRADE YELLOW CEDAR ROOF SHINGLES, a 3 \ NO. I 18" PERFECTIONS, REMOVE EXISTING SIDING --------- - -----`�-IJ�'�C�O�U�E --------- _ _ -___ - CLIENT/OWNER REMOVE EXISTING SIDING REMOVE EXISTING 51DING BEAM CLAD IN I" VER5ATEX KEARNS SIDING TO BE EASTERN SIDING TO BE EASTERN SIDING TO BE EASTERN RESIDENCE WHITE CEDAR SHINGLES WHITE CEDAR SHINGLES 1"x 4" WHITE CEDAR SHINGLES 180 SOUNDVIEW AVE. PRE-DIPPED (DOUBLE) PRE-DIPPED (DOUBLE) PRE-DIPPED (DOUBLE) 75 'NANTUCKET'GRADE, 'NANTUCKET'GRADE, VEK5ATEX FLAT 'NANTUCKET' GRADE, SOUTHOLD, NY COLOR TO BE SELECTED, COLOR TO BE SELECTED, CASING (lYF) COLOR TO BE SELECTED, BY MAIBEC. BY MAIBEC. BY MAIBEC. I N5TALL WITH 5-1/2" INSTALL WITH 5-1/2" INSTALL WITH 5-1/2" PROJECT TITLE EXPOSURE EXPOSURE 1-1/2"SILL TRIM--------v EXPOSURE ————————————————————————— ----------------------------- ADDITIONS & RENOVATIONS DRAWING TITLE ELEVATIONS WEST ELEVATION SCALE r5CALE: 114" = I'-Cl" EXISTING EXCEPT A5 NOTED s r-o I January iz,zoic 1/4" i= { DRAWING NO. ISSUES/REVISIONS CERTI-GRADE YELLOW CERTI-GRADE YELLOW CEDAR ROOF SHINGLES, CEDAR ROOF SHINGLES, NO. I 18" PERFECTIONS, NO. I 18" PERFECTIONS, 5-1/2" EXPOSURE 12 5-1/2" EXPOSURE 10 CERTI-GRADE YELLOW CERTI-GRADE YELLOW CEDAR ROOF SHINGLES, NEW SECOND FLOOR OVER CEDAR ROOF SHINGLES, NO. 1 18" PERFECTIONS, EXISTING ONE STORY NO. I 18" PERFECTIONS, 5-1/2" EXPOSURE FRAME STRUCTURE 5-1/2" EXPOSURE IDING TO BE EASTERN SCARBOROUGH PRE-FAB NEW ROOF STRUCTURE ON WHITE CEDAR SHINGLES CUPOLA, 36"5Q. x 56"H. EXISTING ONE STORY PRE-DIPPED (DOUBLE) IN RED CEDAR, STAIN TO 'NANTUCKET'GRADE, MATCH 51DING COLOR TO BE SELECTS , 1�01 T I"x4" —1 FI ] BY MAIBEC. VERSATEX FLAT LLI F1 CASING (TYP) CERTI-GRADE YELLOW INSTALL WITH 5-1/2" [� ❑ NEW ONE STORY ON CEDAR ROOF SHINGLES, EXPOSURE 11:p ILE NO. I 18" PERFECTIONS, 4-112" EXP05UU CERTI-GRADE YELLOW CERTI-GRADE YELLOW CEDAR ROOF EXTERIOR WINDOW AND DOOR TRIM 1-112"SILL TRIM-/ CEDAR ROOF SHINGLES, SHINGLES, NO. I 18" PERFECTIONS, TO BE VERSATEX 3-1/2" FLAT STOCK NO. I 18" PERFECTIONS, 4-1/2" EXPOSURE WITH DRIP CAP TYPICAL CERTI-GRADE YELLOW 4-112" EXPOSURE CEDAR ROOF SHINGLES, NO. I 18" PERFECTIONS, 5-1/2" EXPOSURE REMOVE EXISTING 51DING SIDING TO BE EASTERN 1' x 4" WHITE CEDAR SHINGLES V RSATEX FLAT 51DING TO BE EASTERN PRE-DIPPED (DOUBLE) C N51NG (Tl'P) COLOR TO BE SSEELLECTED, ® ® ® ® ® PRET DIPP DA(DOUBLE)NANTUCKET'GDE, ES BY MAI BEC. NANTUCKET'GRADE, COLOR O BE SELECTED, INSTALL WITH 5-1/2" I 1/2" SILL TRIM-- / 13YMAIB EXPOSURE REMOVE EX15TING 51DING INSTALL WITH 5-I/2" EXPOSURE III U111111 111111 11111111 Jill 11111111 1111 11 11 11 11 11 11 11 11 11 25 AUGUST,2o16 5 0 U T H ELEVATION (FRONT) THESE PLANS ARE AN INSTRUMENT OF SERVICE ALE: 1/4" = P-0"" AND ARE THE PROPERTY OF THE ARCHITECT. EXISTING EXCEPT AS NOTED INFRINGEMENTS WILL BE PROSECUTED 2o16 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY into@ribrownarchitect.com 631-477-9752 CERTI-GRADE YELLOW CEDAR ROOF SHINGLES, NO. I 18" PERFECTIONS, IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 5-1/2" EXPOSURE UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. \�.�ERED ggCy, SCARBOROUGH PRE-FAB CUPOLA, 3G"5Q. x 56" H. IN RED CEDAR, STAIN TO , MATCH 51DING t = r � � SIDING TO BE EASTERN rF0 E\N�O� ❑❑ WHITE CEDAR SHINGLES CERTI-GRADE YELLOW CEDAR ROOF PRE-DIPPED (DOUBLE) SHINGLES, NO. I 18" PERFECTIONS, I - LU NANTUCKET'GRADE, 4-112" EXPOSURE NEW SECOND FLOOR OWER COLOR TO BE SELECTED, CLIENT/OWNER CEXISTING ONE STORY BY MAIBEC. NEW ROOF STRUCTURE ON S NEW ROOF STRUCTURE ON SHHINGLINGL ES,, N NYELLOW CEDAR ROOF O. I 18" PERFECTIONS, FRAME STRUCTURE EXISTING ONE STORY INSTALL WITH 5-1/21' EXISTING ONE STORY 4-1/2" EXPOSURE KEARNS EXPOSURE RESIDENCE CERTI-GRADE YELLOW CEDAR ROOF SHINGLES, I 18" PERFECTIONS, 5-1/2' EXPOSURE 75 m m m m 180 SOUNDVIEW AVE. 5-I SIDING TO BE EASTERN SIDING TO BE EASTERN SOUTHOLD, NY WHITE CEDAR SHINGLES WHITE CEDAR SHINGLES PRE-DIPPED (DOUBLE) PRE-DIPPED (DOUBLE) 'NANTUCKET'GRADE, 51DING TO BE EASTERN 'NANTUCKET'GRADE, PROJECT TITLE WHITE CEDAR SHINGLES COLOR TO BE SELECTED, COLOR E SELECTED, PRE-DIPPED (DOUBLE) BY MAIBEC. BY MAIBEC. 'NANTUCKET' GRADE, EMOVE EXISTING SIDING INSTALL WITH 5-1/2" ADDITIONS & RENOVATIONS COLOR TO BE SELECTED, LU INSTALL WITH 5-1/2 EXPOSURE REMOVE EXISTING 51DING BY MAIBEC. EXPOSURE INSTALL WITH 5-1/2" EXPOSURE DRAWING TITLE ELEVATIONS SCALE January 12,2017 1/4'=1'4' NORTH? ELEVATION (REAR) t DRAWING NO. SCALE: 1/4" = 1'-0" EX15TING EXCEPT AS NOTED ISSUES/REVISIONS 2"SPRAY IN CL05ED CELL FOAM INSULATION R22 BATT IN5ULATION 2xG WALL @ I G"O.C. N N N N2x10 CEILING JOISTS @ 2"SPRAY IN CLOSED 22'-9" N CELL FOAM INSULATION NEW 2xG CONSTRUCTION R15 BATT INSULATION II 2"SPRAY IN CLOSED CELL FOAM INSULATION TERIOR WINDOW AND R!5 BATT INSULATION DOOR TRIM TO BE 3-1/2" FLAT STOCK WITH " BACK BAND TYPICAL NEW ROOF STRUCTURE ON p EXISTING ONE STORY GARAGE NEW ROOF STRUCTURE ON m 2x10 RAFTERS @ I G"O.C. EXISTING ONE STORY - N 2x10 RAFTERS @ I G"O.C. 2"SPRAY-IN CL05ED CELL C? FOAM INSULATION - R19 BATT INSULATION O c� (2) 2x12 RIDGE BEAM 9-1/2"TJI 230 @ I G"O.C. 14"'TJI 230 @ I G"O.G. COFFERED CEILING N N N cau i EXISTING WALLS TO REMAIN 0 EXISTING GARAGE / NEW RAISED FLOOR EXISTING ---- PROVIDE R22 BATT INSULATION BA5EMENT/FOUNDATION ---- IN FIRST FLOOR FRAMING ( NEW ---- AND EXISTING)TYPICAL E C T 1 O N A 25 AUGUST,2016 =___ SCALE: 114" = I'-0" THESE PLANS ARE AN INSTRUMENT OF SERVICE EXISTING EXCEPT AS NOTED AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2016 ALL RIGHTS RESERVED _ NEW EXPOSED CHIMNEY TO BE 2" SPRAY IN CLOSED BRICK CLAD, GLEN GERY CELL FOAM INSULATION Robert I. Brown DAN15F1 BLEND '.{� R22 BATT INSULATION Architect, P.C. EBB f lit If 2oB @ribrownarchite Ave. Greepport NY n?o ct com } 631-477-9752 z: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. .iI r NEW ROOF STRUCTURE ON ! EXISTING ONE STORY ��EaED AfinyZ 2x10 RAFTERS @ I G"O.C. cfl �G p 2"SPRAY-IN CLOSED CELL O 2x10 RAFTERS @ I G"O.C. QQpO PT! 13R FOAM INSULATION 2"SPRAY-IN CLOSED CELL 3, RI 9 BATT INSULATION FOAM INSULATION N N El LEA A77M FT R19 BATT INSULATION l 41 (2) 2x12 RIDGE BEAM 14"TJI 230 @ I G"O.C. 9-112"TJI 230 @ I G"O.C. CLIENT/OWNER Zv N COFFERED CEILING KEARNS - NEW 24 CONSTRUCTION RESIDENCE 2"SPRAY IN CLOSED 9 CELL FOAM INSULATION N 18075 SOUNDVIEw AVE. .t R 15 BATT INSULATION SOUTHOLD NY EXISTING WALLS TO REMAIN PROJECT TITLE NEW STAIRS TO MATCH RAISED FLOOR LEVEL EW RA15E FLOOR ADDITIONS & RENOVATIONS RISE: 7.5" RUN: 9" N RISERS: 4 EXISTING PROVIDE R22 BATT INSULATION EXISTING RAISED FLOOR IN MUDROOM BASEMENT/FOUNDATION AND 2" CLOSED CELL SPRAY-IN DRAWING TITLE FOAM IN5ULATIONIN PIR5T EXISTING GARAGE SLAB FLOOR FRAMING R12 (NEW BUILDING SECTIONS AND EXISTING)TYPICAL SECTION B SCALE SCALE: 114" I'-O" F — r January 12,'201'7 1/4" - EXISTING EXCEPT AS NOTED ---- DRAWING NO. (2) 2x12 RIDGE BEAM 2x12 @ I G"O.C. 7.5"SPRAY-IN CLOSE CELL FOAM INSULATION R-50 3/4"CD-X RATED PLYWOOD ROOF SHEATHING PROVIDE CEDAR-BREATHER UNDER ROOF SHINGLES VERRCOI 2y6" 2x8 CEILING J0I5T5 @ I G"O.C. VERSATEK EXTERIOR TRIM I" DIA. QUARTER ROUND I G'-I O" \ 12 2 5 11 VERSATEK i 2x8 @ I G"O.C. FASCIA BOARD ,i i VERSATEK BEAD i/ .�\ BOARD SOFFITloe TO BE PAINTED ,� \ , O O , 7-4 112" 7-4 112" _ r BEDROOM 3 r 5"THERMO5OTE _ CLOSET BATHROOM _r I xG ROOFERS 0.5 112 __— 4'-5" (11 1 112" L 2 3 civ 2 2 2x8 RAFTERS @ IG"O.C. N TJI 230 @ I G"O.C. N RIM 2x8 CEILING J015T5 @ Gx 10 ROOF RAFTERS @ (2) 1-3 4"x 1 1-7/8" INTERIOR WINDOW AND (2) 2x 10 GIRDER CLAD 32"O.C. RECESSED FIR 2.0E MI RO LAM LVL N O BE WITH I"VER5ATEX // \\ // \♦ �� �� // \\ �p TOCK WITH N TYICAL �q NEW 10" DIA. COLUMNS 0 i i NEW PORCH G x%4" DECKING (2) 2x 10 GIRDER P.T. Yo 2x I 0 JOISTS P.T.@ 16"O.0 GALV. METAL STRAPPING EXISTING SLAB ON GRADE GALV. METAL �2x 10 P.T.LEDGER BOARD GxG P.T. POST ON 10" EXISTING STRAPPING DIA. SONOTUBE BASEMENT/FOUNDATION GALV. METAL POST HOLDER POURED CONCRETE FOOTING S E C T I O N C 30"x 30"x 1 2"d (TYP.)AT MINIMUM OF 3'0"BELOW GRADE SCALE: 1/4" = 1'-0" EXISTING EXCEPT AS NOTED 2x10 RAFTERS @ I G"O.C. 2"SPRAY-IN CLOSED CELL FOAM IN5UTATION (2) 2x12 RIDGE BEAM (1) 2x10 RIDGE R-19 BATT INSULATION 2x12 @ I G"O.C. 7.5" SPRAY-IN CLOSE - VERRCOI 2yG' CELL FOAM INSULATION \\ VERSATEK EXTERIOR TRIM 2x 10 @ I G"O.C. R-50 \ 2" DIA. QUARTER ROUND Y4"CD—X RATED PLYWOOD \ I 'I VER5ATEK 7.5"SPRAY IN CLOSED ROOF SHEATHING \ 2x10 CEILING JOISTS @ I G"O.C. FASCIA BOARD CELL FOAM INSULATION 11 K-50 13'-7 112" VERSATEK BEAD \ BOARD SOFFIT VERRCOI 2 y6' � TO BE PAINTED VERSATEK EXTERIOR TRIM \ I" DIA. QUARTER ROUND / I"I VERSATEK loo,, (2) 2x12 \ FASCIA BOARD / N, 2xG WALL @ I G"O.C. VERSATEK BEAD i0 \ 2"SPRAY IN CLOSED BOARD SOFFIT CELL FOAM INSULATION c� TO BE PAINTED — R-15 BATT INSULATION O O O 07 CD r r 1 12 0.5 2 12 _ 2x 10 P.T.J015T5 @ I G"O.C. m GALV. METAL a N 2x 10 P. G 3 1 2"x 8" EXPOSED CEDAR RAFTERS STRAPPING BOARD @ 24"OC n 14"TJI 230 @ I G"O.C. (2) 1-3/4"x 14" T 2.0E MICROLLAM LVL (2) 2x 10 GIRDER CLAD N WITH I"VERSATEX NEW 2xG CONSTRUCTION O NEW 8" DIA. COLUMNS 2"SPRAY IN CLOSED CELL FOAM INSULATION NEW 10" DIA. COLUMNS R 15 BATT INSULATION NEW PORCH `* NEW FLOOR JOISTS , r---------- GxV4" DECKING 2x 10 P.T.JOIST5 @ I G"O.C. (2) 2x 10 P.T. GIRDER EXISTING FLOOR JOISTS GALV. METAL STRAPPING GALV. METAL :; �2x 10 P.T. LEDGER 6x6 P.T. POST ON 1011 STRAPPING r', BOARD DIA. 50NOTU13E EXISTING BASEMENT/FOUNDATION POURED CONCRETE FOOTING I ` 30"x 30"x 12"d (TYP.)AT S CT I ON V D MINIMUM OF 3'0" BELOW GRADE SCALE: 114" = 1'-0" � EXISTING EXCEPT AS NOTED WWM IN 4"CONC SLA E\ r , { a 3 EA. NO. 5 REBAR CONTINUOUS IN NEW FOOTINGS ISSUES/REVISIONS 2x10 RAFTERS @ I G"O.C. 7.5" 5PRAY-IN CLOSED CELL FOAM INSULATION R-50 (1) 2x10 RIDGE (2) 2xI2 RIDGE BEAM 7.5"SPRAY-IN CLOSED VERRCOI 2XswimCELL FOAM INSULATION VERSATEK EXTERIOR TRIM R-50 I" DIA. QUARTER ROUND / / 2x12 @ I G"O.C. 2x 10 @ I G"O.C. I NG" VER5ATEK / / 3X4' CD-X RATED PLYWOOD 7.5"SPRAY IN CLOSED FASCIA BOARD 2x 10 CEILING JOISTS @ I G"O.C/ / / ROOF SHEATHING CELL FOAM INSULATION R-50 VERSATER BEAD BOARD SOFFIT 13'-7 1/2" / TO BE PAINTED / // // 2xG CEILING JOISTS VERRC012X6' VER5ATEK EXTERIOR TRIM // / (2) 2x12 I" DIA. QUARTER ROUND / FILL WI H // / FIREPROOF FOM I"x6"VERSATEK 2x6 WALL @ 16"O.C. / / FASCIA BOARD 2"SPRAY IN CLOSED CELL FOAM INSULATION // VEK5ATER BEAD = BOARD 50FFIT R.15 BATT INSULATION e/ TO BE PAINTED / m BUILD UP EXISTING Fq N 8'-8 I/2° CHIMNEY j � � O 12 3 � "AAA 4 J015-T I G"O.C. 14"TJI 230 14"TJI 230 @ 16"O.C. @ (2) 2x 10 G!RDER 16" O.C. CLAD - WITH I"VERSATEX TRIM N FILL WITH BOARDS 12" FIREPROOF FOAM 2xG WALL @ I G"O.G. 2" SPRAY IN CLOSED p o EXISTING WALL TO NEW 10" DIA. COLUMNS CELL FOAM INSULATION c4 cp REMAIN K 15 BATT INSULATION RISE: 7.5" RUN: I I" NEW PORCH RISERS: 15 EXISiTING FIREPLACE TO REMIAIN 9'-2" 4'10" G x%" DECKING (2) 2x 10 P.T. GIRDER2x I 0 P.T.JOISTS @ 16"O.C. NEW FLOOR JOISTS EXISTING FLOOR JOISTS EXISTING FLOOR JOISTS GALV. METAL STRAPPING 6x6 P.T. POST ON 10" 2x 10 P.T. LEDGER GALV. METAL DIA. 50NOTUBE BOARD STRAPPING NEW EXISTING EXISTING POURED CONCRETE FOOTING •:, BASEMENT BA5EMENTIFOUNDATION BASEMENT/FOUNDATION 30"x 30"x 12"d (TYP.)AT FOUNDATION MINIMUM OF 3'0" BELOW GRADE WWM IN 4" S E C T I O N E CONC SLA 25 AUGUST,zoi6 SCALE: 1/4" = P-0" - EXI5TING EXCEPT AS NOTED E.'''' ''•` THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2oi6 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. zoBay Ave. Greenport NY 12 in?o@ribrownarchitect.com Q 8 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON 12 THIS DRAWING IN ANY WAY. ANY AUTHORIZED 5 ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. NEW 5ECOND FLOOR OVER EXISTING ONE STORY FRAME STRUCTURE �\S�ERED,49c OVERT 1.EJE:l99 'Sid 3 OQ`� 12 (2) 2x12 RIDGE BEAM 12 12 12 a2 2x10 RAFTERS @ 16"O.G. a 3 2x10 RA 2"SPRAY-IN CLOSED CE CLIENT/OWNER 12 NEW ROOF ST UCTURE'.ON FOAM INSULATION 5 EXISTING ONE FTORY GARAGE R19 BATT INSULATION KEARNS NEW 2xG CONST'RUCTICN �� RESIDENCE 2" CLOSED CELL FOAMAM INSULATION NEW 2x6 CONSTRUCTION 180'75 SOUNDVIEW AVE. INSULATION w R-1 5 BATT INSU ILATION — 2"SPRAY-IN CLOSED CELL SOUTHOLD, NY p _ FOAM INSULATION N ( N R-1 5 BATT INSULATION PROJECT TITLE 1 1'-4 112" -- ----------------------•----- — ------ -- ADDITIONS & RENOVATIONS N � CV � C\ DRAWING TITLE 2" RIGID INSULATION EXISTING GARAGE SLAB 2'-0" BUILDING SECTIONS m NEW FOUNDATION WALL AND FOOTING S ECTI O N F 5'_6" EXTEND EXISTING FOUNDATION SCALE SCALE: 1/4" = P-0" AND SLAB ON GRADE January 12,2017 1/4"="-0" s EXISTING EXCEPT AS NOTED ( t I DRAWING ISSUES/REVISIONS I II I I I it I Z ILU tu (V U *U 0 o _-1 I II I l o o I II I (2) 13/4'x I I�/8 2.0E MIC OLLAM LVL 111111 O I Ul I I IO-U � EXISTING ROOF TO � REMOVE EXI5TING REMOVE EXI5TING _ REMAIN CEILING JOISTS CEILING JOISTS — — 3) [3/4"Ix 1 I /8" I X-O N OE MICROLLAM LVL (3) 13/4"x 1 17/5" 2.0E MICROLLAM LVL I TT7=7T:::] III Ll - w I I I 111 I I 1 . 1 I I • � • • • • • � � � � � ' p . : z�,. I o 25 AUGUST,2oi6 I �O pLn L i O ' Om > z'I THESE PLANS ARE AN INSTRUMENT OF SERVICE (2) BEA I> z l I I I I I I I I I I I I N I I m W $x 1 2 IDGE I AND ARE THE PROPERTY OF THE ARCHITECT. 0 J ,�U I I I I N — I II INFRINGEMENTS WILL BE PROSECUTED : U ' I �t 1 `t 201 G ALL RIGHTS RESERVED I I I I I I 11 I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1) 13 "x I " 2.0 FLAT CEILING MIG OLLA LVL 9-1/2"TJI 230 o_C. . . Robert I. Brown l g l I I I I I I 1 1 II II I I oJ Architect, P.C.. . . . : : . . . up . 0. � . ° zo Bax Ave. Greenport NY X n 2) EAM U II3 @rlbrOwnarChlteCt.COn. m O p MICROLLAM LVL o 631-477-9752 I I I I I - I I ISI I I I I I I p ISI N C9 I I I I I I ° 1 1 _ - I I I - I � IT IA VIOLATION OF THE LAW FOR ANY PERSON, I 1 L—L— J� UNLESS ACTING UNDER THE DIRECTION OF A lu 0 > Z. ----------------------- — LICENSED ARCHITECT,TO ALTER ANY ITEM ON N Ow' I I \ REMOVE EXISTING THIS DRAWING IN ANY WAY. ANY AUTHORIZED iI 1 I I I I IU-j U I CEILING J015T5 ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. I gn ooll ' ��� -' O lo �l I0 -' I I I I I I I I2 FU m � ����tiA�► g9o�lu 0 wU 16341 OQ'� �Sb NEWS • I I I I I ;—�--�I -I--E— I 3 (2) 1314"x 14" 2.0E MICROLLAM LVL — — — CLIENT/OWNER KEARNS RESIDENCE ALU Lob 18075 SOUNDVIEW AVE. " �`� SOUTHOLD, NY C\d n PROJECT TITLE (2) 2x 10 P.T. GIRDER _ ADDITIONS & RENOVATIONS DRAWING TITLE SECOND FLOOR SECON D ( LOOK TAM I NG PLAN FRAMING SCALE: /4" = I' SCALE January 12,2017 1/4'=1-O" DRAWING ISSUES/REVISIONS 71 1 LU LU— . . I — . . LU III o II O � II o III � . ISI O� I I I I I �O I O� 25 AUGUST,2o16 I � I I I I �. . . �' : � I I : � . . �.� 1 I I � • � c-- � � �' I I I I � I LU I I I I I THESE PLANS ARE AN INSTRUMENT OF SERVICE 1 I I I I I i I AND ARE THE PROPERTY OF THE ARCHITECT. II I I I I I I I INFRINGEMENTS WILL BE PROSECUTED 201 G ALL RIGHTS RESERVED 1 I _ I I ; I I I O 2,112 RICIGE B AM (4) 2x I RID E BjM I _ - _ = _ = = Robert I. Brown I I I I ! I I I I Architect P.C. 5 Bax I 20 Ave. Greenport NY info@ribrownarchitect.com o I I I I I o ; ; o I I I I I nfo@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, Tt I I ( ( I I I I I ( UNLESS ACTING UNDER THE DIRECTION OF A LICEN N I N NSED TH SDRAWING INANYWAY.HITECT,TO L ANY AUTER ANY THORIZED TEM OHORIZED x N I I I I N x ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 1 . . I I I I s�EAEDgq . II � III • 1 • • . 11111 � C tr,G Af�RT t.@R y% . I ISI I — . . I ISI I _ . ,�• ��. O�N .10 CLIENT/OWNER KEARNS RESIDENCE 18075 SOUNDVIEW AVE. SOUTHOLD, NY PROJECT TITLE ADDITIONS & RENOVATIONS DRAWING TITLE ROOF FRAMING PLAN ROOF FRAMING SCALE January iz,zoic 1/4"=i-o' t r r I DRAWING ISSUES/REVISIONS N L9 2�� - 9" 41-011 21-011 21-011 � o \ \ / / N N N N N N N N N N N N N N N KITCHEN ELEVATION I KITCHEN ELEVATION 2 SCALE: Y2' = 1' 25 AUGUST,2m6 SCALE: Y2' = I' THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2oi6 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 611 nAve. Greenport NY f�o@ribrownarchitect com cv 12" 631`477-9752 � IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON _ THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND N DESCRIBED IN ACCORDANCE WITH THE LAW. rn I 1-011 VJ ED A&C ��kT L BR1-011 21-011 51-911 21�011 4 y�TF 2 9 F NEW�O D O / CLIENT/OWNER KEARNS RESIDENCE 18075 SOUNDVIEW AVE. N N N N N N N N N N N N N N N N N N SOUTHOLD, NY PROJECT TITLE KITCHEN ELEVATION 3 KITCHEN ELEVATION 4 ADDITIONS & RENOVATIONS SCALE: Y2' = I' SCALE: Yz" = I' DRAWING TITLE KITCHEN ELEVATIONS SCALE i January iz,zoiZ z/i'=I'-d' DRAWING ISSUES/REVISIONS MASTER BATH 00 5h R C 00 INMOT1 PAt El-5 WIT G" WMNOT- WAI\45C DTIf PAN flS VITZ� :HA IL D 'B E PA 4ELS WIT I C AIR AIL HA RPA L A D 013A E O IN AN G"BAE E M LDI 4G O IN i MASTER BATH ROOM A MASTER BATH ROOM B MASTER BATH DOOM C MASTER BATH ROOM D 25 AUGUST,2016 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2o16 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 000 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 2 N D FLOOR EAST BATHROOM ED D�Ra C 14 Q� ® ® OF �O w CLIENT/OWNER 6 W AIN C E "W WAt SC TE P NE WI H HAI RAI AN WITH H DI L KEARNS D "B E o A EOL NG ND "BSO DIN RESIDENCE III 18075 SOUNDVIEW AVE. SOUTHOLD, NY BATHROOM A BATHROOM B BATH ROOM C BATH ROOM D PROJECT TITLE ADDITIONS & RENOVATIONS DRAWING TITLE BATHROOM SECTIONS SCALE t January 12,2017 3/8"=i-o" r � 4 DRAWING ISSUES/REVISIONS EXISTING CEDAf CLOSET (n 0i PROVIDE NEW PIT FO 0 I EJECTOR PUMP 25 AUGUST,2oi6 i OLL J i EXISTING GARAGE SLAB THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. � 0 i INFRINGEMENTS WILL BE PROSECUTED z EXISTING BASEMENT I 2oi6 ALL RIGHTS RESERVED i I I EXISTING STAT EXIST. (2) 3"x 10" GIRDER TO BE REMOVED EXI5TI G AI ———--i Robert 1. Brown HANDL R T I—————I Architect, P.C. REMAI li---� EXIST. UH, TO BE I EXISTING J301 LER TO I r————L k REMOVE D ND 205 Bay Ave. Greenport NY O 1 BE REMOVED AND — � REpL{C D info@ribrownarchitect.com o LED r— 631-477-9752 x m � ------ z IT IS A VIOLATION OF THE LAW FOR ANY PERSON, U' UNLESS ACTING UNDER THE DIRECTION OF A (n _ I I I EXIST. LICENSED ARCHITECT,TO ALTER ANY ITEM ON I I REMOVE FLOOR ' EXIST. LOVED TANK I I I I I FAMINEfRAMINf L I EXIST, FILTER EXIS I G ELECTRICAL THIS DRAWING IN ANY WAY. ANY AUTHORIZED O PANE BE UPGRADE ALTERATION MUST BE NOTED,SEALED,AND TO BEi I I I I NECESSARY FOR WELL DESCRIBED IN ACCORDANCE WITH THE LAW. L--- ---J I II INEW5TAIR. ij------------1 4------- -----------4-L------- I EXISTING WALL TO BE DEMOLISHED (EREDA& 1.8 ��o I I ` - s I I X 3 W� CLIENT/OWNER KEARNS RESIDENCE 18075 SOUNDVIEW AVE. SOUTHOLD, NY PROJECT TITLE B A S E M ENT DEM OLITI O N P L A N ADDITIONS & RENOVATIONS DRAWING TITLE BASEMENT DEMOLITION PLAN E SCALE January 12,2017 3/16"=l'-o" i ? t t , DRAWING N ISSUES/REVISIONS EXI5TING LIVING I ROOM III I III I REMOVE EXISTING, l DOOR lC I I III I III I NOTE; III I REMOVE ROOF STRUCTURE AND CEILINGS I THOUGHOUT THE FIRST FLOOR A5 NECESSARY FOR ADDITION OF SECOND FLOOR II REMOVE EXI5TING 00 i WINDOW I — C�. EXI5TING W.I.C. EXISTING DINING ——— AREA EXI5TING MEDIA I I I EXI5TING MA5TER BEDROOM ROOM Il II I 25 AUGUST,2ol6 II 11 I II I THESE PLANS ARE AN INSTRUMENT OF SERVICE EX15TI NG GARAGE AND ARE THE PROPERTY OF THE ARCHITECT. o INFRINGEMENTS WILL BE PROSECUTED MASTER EXISTING �/, F�\� zoi6 ALL RIGHTS RESERVED O BATH0 L=—-j r i I i � ii I I II I I Robert I. Brown J i i----- Architect P.C. II II I I � II ► I I � I O I I I I I I 205 Bay Ave. Greenport NY I I I I info@ribrownarchitect.com 631-477-9752 II II I I I II II I I I I I I i t I I I ( IT IS A VIOLATION OF THE LAW FORANY PERSONo , I I I I I I I UNLESS ACTING UNDER THE DIRECTION OF A I I I I I I I I LICENSED ARCHITECT,TO ALTER ANY ITEM ON ___ THIS DRAWING IN ANY WAY. ANY AUTHORIZED EXISTING BEDROOM ——— _____L———J L_— ____ _—_—J I��1 ( L ALTERATION MUST BE NOTED,SEALED,AND —'�\ /� 7 rr —I II\i `�I L——-I-—— DESCRIBED IN ACCORDANCE WITH THE LAW. III I I I EXI5TING KITCHEN TOED q III I I i BE DEMOLISHED q III I III L------------J �-� EXISTING COVERED i I I F- 163 163 A PORCH TO B11 11 OF I LL°JJ DEMOLI5HEDLI L— ILI— Ill Ill CLIENT/OWNER "'�---------' " KEARNS III Ill n RESIDENCE 18075 SOUNDVIEW AVE. SOUTHOLD, NY PROJECT TITLE ADDITIONS & RENOVATIONS F IR S T F LOOK DEMOLITION PLANDRAWING TITLE FIRST FLOOR DEMOLITION PLAN SCALE January 12,2017 3/16" k t } t DRAWING N ISSUES/REVISIONS ZONE I COMP SSOR 3 TONS PROVIDE POWER ZONE2 AS NECESSARY TO PROVIDE NEW PIT FOR COMPRSSOR COMPRESSORS EJECTOR PUMP 3 TONS EXISTING GARAGE SLAB ZONE 3 EXISTING CRAWLSPACE COMPR SSOR 25 AUGUST,2o16 1 .5 TON5 EW ZONE 2 AIR HANDLER THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. ZONE 4 INFRINGEMENTS WILL BE PROSECUTED 2 TON5 SSOR 2 TONS NEW ZONE I AIR HANDLER EXISTING A� � CONNECTED TO EXISTING HANDLER Tfr BE 2oi6 ALL RIGHTS RESERVEDEXIST. W.H. TO DUCTWORK FOR EXISTING REPLACED _ BEDROOMS ANE MEDIA ROOM L J r_ BE REMOvz(5 1 20kW KOH LER NEW 200,000 ���DI BGOIL ATOTKAGENERATOR BTU LP-GAS �' Robert I. Brown TO �€{�E-0.4�0VED AUTO TRANSF R HIGH-EFFICIENC SWITCH ON CONDENSING PRECAST BOILER Architect, P.C. CONCRETE PAD UP NEW I CD GAL INDIRffC F ED ______ _ ® 20 Bay Ave. Greenport NY WATER ATER r / EX15T.fILTERT0 In?o@ribrownarchitect.com EXISTING OIL EXIS . WALL TO B� BE RELOCATED EXIST. ELEC. PANEL TANK TO BE ABA DOMED / 1 TO BE UPGRADED TO 631-477-9752 REMOVED _/ 300A 0 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. (FRED AAC TSO Q LG2 .a .0 qp� 16341 O �`I CLIENT/OWNER KEARNS RESIDENCE 18075 SOUNDVIEW AVE. SOUTHOLD, NY PROJECT TITLE ADDITIONS & RENOVATIONS DRAWING=E EO U N DATION ELECTRICAL P LAN ELECTRICAL PLAN SCALE: V4" = P BASEMENT SCALE January 12,2017 1/4'="-0" DRAWING N ISSUES/REVISIONS SC � / \ SOI LJ 1 � n 1 , Y I � l I / LIGHTS RECESSED / IN CENTER OF BEAM II UNDERCOUNTER REFRIGERATOR 25 AUGUST,2oi6 EXISTING LIGHT FIXTURES TO REMAIN EXISTING LIGHTR R FIXTURES TO REMAIN I I / 8 d I \ TO EXISTING THESE PLANS ARE AN INSTRUMENT OF SERVICE I III ( ) ,I GARAGE LIGHTING AND ARE THE PROPERTY OF THE ARCHITECT. o INFRINGEMENTS WILL BE PROSECUTED I \ I HOOD 2ol6 ALL RIGHTS RESERVED O I POWEI FOk Robert I. Brown Architect, P.C. gXIDE DETECTOR \ ( NAll 205 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 O — .�}YI LIGHTS RECESSED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, N�ENT OEB�AIyl_ DN UP _ _ ' — — UNLESS ACTING UNDER THE DIRECTION OF A –– �— _ —Y LICENSED ARCHITECT,TO ALTER ANY ITEM ON \\ =_––/ _ THIS DRAWING IN ANY WAY. ANYAUTHORIZED \ ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. OST EXISTING LIGHT CH R R\ FIXTURES TO REMAIN P I I / NOTES: \ScE Rcy�\ ( 1 . UPGRADE EXISTING SERVICE TO 300 A. III P 2. FIXTURES WILL BE PROVIDED BY OWNERS EXCEPT RECESSED F15TURE5. 3. KECE55ED FIXTURES TO BE 4" DIA LED. . ill I I 4. PROVIDE CENTRAL FIRE, SMOKE AND 1 — — BURGLAR ALARM SYSTEM NEw WP CLIENT/OWNER / \ � KEARNS ' RESIDENCE 18075 SOUNDVIEW AVE. SOUTHOLD, NY _ PROJECT TITLE ADDITIONS & RENOVATIONS ===A DRAWING TITLE ELECTRICAL PLAN FIRST FLOOD ELECTRICAL PLAN FIRST FLOOR SCALE: 14" = I' SCALE EXISTING EXCEPT AS NOTED I } January iz,2017 1/4"=i o' DRAWING N ISSUES/REVISIONS q FO 5C / 5-C OA / 25 AUGUST,2o16 FAN FAN FAN THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. f \ \ I INFRINGEMENTS WILL BE PROSECUTED I I / 2o16 ALL RIGHTS RESERVED FO/5C \ -.5c a 1 � �D SD I / - � I SD I / C� ❑ I / / T ss i$;s; Robert I. Brown 6 $$ T 6 Architect, P.C. \ CARBON N XIDE DETECT CO i � EQ / C EQ / \ 20 Bad Ave. Greenport NY lnl?o@rlbrownarchltect.com �� sD sEI 631-477-9752 4A \ ❑ 6 o� � / I� (TI) � IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 1\ li I / / LICENSED ARCHITUNLESS ACTING ECT,TO ALTER ANY ITEMR THE DIRECTION FON /a THIS DRAWING IN ANYWAY. ANY AUTHORIZED \ \ I ALTERATION MUST BE NOTED,SEALED,AND L i DESCRIBED IN ACCORDANCE WITH THE LAW. Xa � , OgERT1.gRO�� ® O L _ \ VENT DOWN5TAIR5 VENT _ 5WITCH TFdfi 4 0 . CLIENT/OWNER KEARNS RESIDENCE 18075 SOUNDVIEW AVE. SOUTHOLD, NY PROJECT TITLE ADDITIONS & RENOVATIONS DRAWING TITLE SECOND FLOOD ELECTRICAL FLAN ELECTRICAL PLANSECOND FLOOR 5CALe: y4° = 1 SCALE January ia,zoic 1/4"=f-0" c DRAWING N ISSUES/REVISIONS 0 0 N OEXI5TI NG POOL HOUSE POWDER ROOM NEW 4"CAST IRON DRAIN PIPE SLOPED AT/4"/FT FROM POOL HOUSE TO MUDROOM TO EJECTOR PUMP IN EXISTING BASEMENT e O NEW MUDROOM AND LAUNDRY ROOM ON SLAB ZONE I COMP R SSOR 3 TONS RUN NEW DUCTWORK INSIDE OLUMN 70 REGISTER IN 25 AUGUST,2oi6 A5CIA AE50VE FOR LIVING PROVIDE NEW PIT FOR OOM EJECTOR PUMP ZONE2 1 THESE PLANS ARE AN INSTRUMENT OF SERVICE COMDR SSOR AND ARE THE PROPERTY OF THE I INFRINGEMENTS WILL BE PROSECUTEITECT. 3 TONS CONNECT TO EXISTING HOUSE DRAIN LINE 2o16 ALL RIGHTS RESERVED IEXISTING SLAB EXISTING GARAGE 5LAB ZONE 3 I 011 GRADE COMPR 5508 EXI5TING CRAWLSPACE 1 .5 TON EW ZONE.` 2 AIR HANDLER Robert I. Brown - - - Architect, P.C. ZONE 4 COMPR 55OR _ 1 1 zo Bad Ave. Greenport NY 2 TONS NEW ZONE I AI HANDLER EXISTING A K ino@ribrownarchitect.com CONNECTED TO EXISTING HANDLER TPBE 1 EXIST. W.H. TO 631-477-9752 DUCTWORK FOR L EXISTING REPLACED _ BEDROOMS AN MEDIA ROOM J BE REMOVED r—� 1 � 1 FLO�R REGISTER NEW 200,000 �RqD BOOIL I `� // IT IS A VIOLATION OF THE LAW FORANY PERSON, BTU LP-GAS FI lD 1301L R J UNLESS ACTING UNDER THE DIRECTION OFA HIGH-E FFI C I ENC , I LICENSED ARCHITECT,TO ALTER ANY ITEM ON CONDENSING I THIS DRAWING IN ALTERATION MUST 'NOTED,SEALED,ANWAY. ANY D BOILER UP DESCRIBED IN ACCORDANCE WITH THE LAW. NEW 103 GAL ® ' ® I INDI P,ffC FF ED _ WATER ATER r r EXIST.FILTER TO EXISTING OIL BE RELOCATED EXIS . EL C. �EREDq Ac I I EXIS LL TO B� QC�o��Pf yo TANK TO BE I ABA DO ED / 11 PANE BE O REMOVED 1 `_/ / UPG D D I Q. �2 , L------ —J 1 I , KIUN NEW DUCTWORK UNDER � I R/AISED FLOOR FLOOR REGISTER FLOOR REGISTER 1 IROOF ��3" ROOF CLIENT/OWNER KEARNS BATHROOM ' RESIDENCE No.4 ,.- 18075 SOUNDVIEW AVE. SOUTHOLD, NY 2"1 LAV. ' w.c 1 5H 2nd PROJECT TITLE FLUUK `= 2„ 3" C.O. 4" ADDITIONS & RENOVATIONS r1 1 1 A l fA 1 /1 6 1 t1 A A l -_- ---- % T 1 i2�� NEW V I BATHRO M DRAWING TITLE W. I TU R FLOOR MEHANICAL PLAN 15t DRAIN :C.0:.Lly2" 3" 2° BASEMENT TO NEW SEWAGE EJECTOR PUMP IN1EXISTING BASEMENT. EJECTOR PUMP C.O.SHALL TIE INTO EXISTING HOUSE c SCALE SEPTIC SYSTEM anuary 12,2017 1/4"=l'-O" s E DRAINAGE RISER DIAGRAM I DRAWING NO. NO SCALE ISSUES/REVISIONS 0 0 N O EXISTING POOL HOUSE POWDER ROOM OWALL UNIT/SPLIT SYSTE COMPRESS DR WALL REGISTERS ABOVE SPLIT 5Y5T M I i T I25 AUGUST,2oi6 i THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2o16 ALL RIGHTS RESERVED ZO►N � HOOD EXHAUST OO WITH INLINE\AFAN /zW - - - - - - Robert I. Brown 0 FIRECODE GYP. F-11 BD. THROUGH Architect, P.C. o GARAGE ® 20 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 T IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. zn DN UP �,G\Sj�FtD T I.6 X6341 Q� FOF N �p CLIENT/OWNER KEARNS RESIDENCE 18075 SOUNDVIEW AVE. SOUTHOLD, NY PROJECT TITLE ADDITIONS & RENOVATIONS DRAWING TITLE pr MECHANICAL PLAN FIRST FLOOR SCALE January 12,2017 1/4'=l'-O" FI R 5 T f L O O R = DRAWING NO. SCALE: Y4' = I' ISSUES/REVISIONS X"" X CEILING REGISTER CEILING REGISTER CEILING REGISTER 25 AUGUST,2016 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED i 2oi6 ALL RIGHTS RESERVED Robert I. Brown T T Architect, P.C. ' 20 Bay Ave. Greenport Ny info@ribrownarchitect.com - - - - - - 631-477-9752 • 4 DN IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON E 3 AI THIS DRAWING IN ANY WAY_ ANY AUTHORIZED HAND -7 ALTERATION MUST BE NOTED,SEALED,AND VE CE HAN DESCRIBED IN ACCORDANCE WITH THE LAW. CEILING REGIS • � • � � �,vO��FtT 1,e9�y/��O * 2 O O VENT O CEI G T O VENT �9T l 4 OPS CLIENT/OWNER KEARNS RESIDENCE 18075 SOUNDVIEW AVE. SOUTHOLD, NY PROJECT TITLE .ADDITIONS & RENOVATIONS DRAWING TITLE MECHANICAL PLAN 5 E C O N D f LOOK SECOND FLOOR SCALE: Y4° _ 1 6 • SCALE r = January lz,2017 1/4" r.. DRAWING NO.