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HomeMy WebLinkAbout37528-Z ..�L FGI Town of Southold Annex 10/27/2014 P.O.Box 1179 ,t 54375 Main Road �} Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37235 Date: 10/27/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 765 Beachwood Rd, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 116.4-20.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/13/2012 pursuant to which Building Permit No. 37528 dated 9/20/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with decks hot tub screened porch and covered porches as applied for per ZBA# 6585 dated 10/16/2012. The certificate is issued to Gaylord,Murray&Gaylord,Maxine (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0011 7/17/2013 ELECTRICAL CERTIFICATE NO. 37528 5/16/13 PLUMBERS CERTIFICATION DATED 6/3/2013 S99hold Plumbing& Heating A edignat re TOWN OF SOUTHOLD + BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37528 Date: 9/20/2012 Permission is hereby granted to: Gaylord, Murray & Gaylord, Maxine 10 Liberty St New York, NY 10005 To: Demolition, Additions & Alterations to a Single Family Dwelling; Decks, Hot Tub, Screened Porch, 2 Covered Porchs, Kitchen, Dining Room, Living Room, Fireplaces, Bedroom, Bath, 1/2 Bath, Walk-in Closets, Utility Room, Cellar Entrance, as applied for. At premises located at: 765 Beachwood Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 116.4-20.1 Pursuant to application dated 9/13/2012 and approved by the Building Inspector. To expire on 3/22/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,332.40 CO -ADDITION TO DWELLING $50.00 Total: $1,382.40 Bu ding Inspector 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. 'Swom statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building,industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance,from architect or engineer responsible for the building, .6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly spmpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00,Businesses $50.00: 2. Certificate of Occupancy on Pre-existing Building- $100.00 3- Copy of Certificate of.Occupancy-$25 4. Updated Certificate of Occupancy- $50.00 5: Temporary Certificate of Occupancy -Residential $15.00,Commercial $15.00 Date. �- New Construction: Old or Pre-existing Building: L (check one) - Location of Property: House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 10 , Section - 116 Block Lot � Subdivision 1 y bdt Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: �j/2Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Pa o Applicant Signature Town Hall Annex 0� c� Telephone(631)765-1802 54375 Main Road 3 Fax (631)765-9502 P.O. Box 1179 Toy • Southold, NY 11971-0959 11►�l �a0 i� roger.richertO-town.southold.nv.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Murray Gaylord Address: 765 Beachwood Rd City: Cutchogue St: NY Zip: 11935 Building Permit#: 37528 Section: 1 16 Block: 4 Lot: 20.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Shore Power Contracting License No: 42536-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 52 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 5 Smoke Detectors 3 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 21 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer AppliancesM53 Dryer Recpt Emergency Fixtures Time Clocks Disconnect W Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 200a underground service, auto transfer switch and stand by generator, 8-haloger 2-combination smoke%o detectors,electric radiant floor heat(20a),self contained hot tub with 60a GFCI disconnect,8ft lighting track Notes: 2-paddle fans,3-exhaust fans,10-ARC fault circuit breakers,1-30a oven Inspector Signature: Date: May 16 2013 Electrical Certificate.xls CERTIFICATION Date: Building Permit o. Owner: (Please print) Plumber: C. (Please prin I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 20 0 Notary Public, SAACounty CAROL HYDELL DTARY PUBLIC—STATE OF NEW YORK NO.01HY6189695 QUALIFIED IN SUFFOLK COUNTY "n":nISSION EXPIRES 06/30/204 3 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT [ ] FOUNDATION 1 ST [ ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ J FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY j ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: AOL= f 77 DATE INSPECTOR o#of Iro TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ) FRAMING/STRAPPING [ ] FINAL [ J FlREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ) FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [�LEcrnxau (Etw1GN) I 1 ELECTRICAL (FINAL) REMARKS: DATE � ''O� �3 I�Z �o��►oF�Tya6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT19N [ ] FOUNDATION 1 ST [ ] GH PLBG. [ ] FOUNDATION 2ND ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRI (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: f f DATE INSPECTOIV:�—L 7S2 k�41__ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] F G/STRAPPING [ ] FINAL [ (REPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT R NAL) REMARKS: DATE ` l-3 INSPECTOR L �o�,�OF SOl/Ty�6 TOWN OF SOUTHOLD BUILDING DEPT. 785-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ J FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ J ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR �oAo Nq TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: cam. Lv� K7-71, bLtA W DATE INSPECTOR SECB PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616 SOUTHOLD, NEW YORK 11971 TEL:631.765.2954 • FAX:631.614.3516 • e-mail:joseph@fischetti.com Date: 17 January 2013 Reference: Building Permit#327-6- $ Gaylord Gary Fish, Building Inspector Town of Southold Main Road Southold, NY 11971 Dear Mr. Fish, I have inspected the foundation and waterproofing for the above referenced application and certify to the best of my knowledge that they have been installed in accordance with New York State Building codes and also in compliance with plans submitted. �pF NEyv} �fls� Joseph Fi chetti, PE JAN 18 2013 ' Gaylord foundation eert�enfion.doex BOARD CERTIFIED IN STRUCTURAL ENGINEERING SECT PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616 SOUTHOLD, NEW YORK 11971 TEL:631.765.2954 • FAX:631.614.3516 • e-mail:joseph@fischetti.com Date: 17 January 2013 Reference: Building Permit#327-528 Gaylord Gary Fish, Building Inspector Town of Southold Main Road Southold, NY 11971 Dear Mr. Fish, I have inspected the high wind strapping for the above referenced application and certify to the best of my knowledge that they have been installed in accordance with New York State Building codes and also in compliance with plans submitted. E }p 9� 4 t1J l 0525 SS10� Joseph Fischetti, PE JAN 18 21313 _.-_� Gaylord snapping oertmeeation.docx BOARD CERTIFIED IN STRUCTURAL ENGINEERING SECB CSV// PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616 SOUTHOLD, NEW YORK 11971 TEL:631.765.2954 • FAX:631.614.3516 • e-mail:joseph@fischetti.com Date: 3 June 2013 Reference: Gaylord - BP#37528 Mr. Gary Fish, Building Inspector Town of Southold Main Road Southold, NY 11971 Dear Mr. Fish, The New York Residential Building Code definition of a guard is: GUARD. A building component or a system of building components located near the open sides of elevated walking surfaces that minimizes the possibility of a fall from the walking surface to the lower level. The current location of the whirlpool tub eliminates the possibility of anyone walking on the deck to fall from the walking surface. It is my professional opinion that guards are not required around the outside of the whirlpool tub. A 1 � E JUL - 8 2013 DEP T. TGAFvr (3ay�dS—d.mA— BOARD CERTIFIED IN STRUCTURAL ENGINEERING $ECB PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616 SOUTHOLD, NEW YORK 11971 TEL:631.765.2954 • FAX:631.614.3516 • e-mail:joseph@fischetti.com Date: 8 July 2013 Reference: Gaylord - BP#37528 Mr. Gary Fish, Building Inspector Town of Southold Main Road Southold, NY 11971 Dear Mr. Fish, The following items on your last inspection notice dated 5/28/13 have been completed and inspected by me: 1. Graspable handrails have been installed. 2. The grade around the screened porch has been raised to less than 30 inches from the grade to the floor and therefor not requiring a rail in the porch. 3. All high wind strappings have been installed 4. The ground cover of sod has been installed. In areas where wetland grasses will be installed in the fall season, jute matting as been installed to stabilize the ground. 5. All roof runoff drywells as shown on the site plan have been installed. I certify that the above has been completed in accordance with New York State and local codes. NE 0i AUL _ g 2013 ay``� 4. • Tom_— sto 6 Oeyl.,d CO liacemd— BOARD CERTIFIED IN STRUCTURAL ENGINEERING lop A# A4e X, 69W, SECT PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616 SOUTHOLD, NEW YORK 11971 TEL:631.765.2954 • FAX:631.614.3516 • e-mail:joseph@fischetti.com Date: 17 January 2013 Reference: Building Permit#337-5. 8 Gaylord Gary Fish, Building Inspector 3-75,).6 Town of Southold Main Road Southold, NY 11971 Dear Mr. Fish, I was present during the installation of the structural piles for the above referenced application. I certify to the best of my knowledge that all of the piles were installed to the design specifications provided in the foundation plans for this home. Attached for your files are the pile logs for this project. 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F� INOMATION PER N.Y.STATE ENERGY CODE �L7 , AOS ADDMONAL COMNZNTS MOM KIM=! sibn LF • Ate" l/ a 26WERMARMA, �.a MOA • TOWI'F OF5OUTHOLD BUILDING PERMIT ArrLt%,^ BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 1 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 r'7 Survey SoutholdTown.NorthFork.net PERMIT NO. 's�8 Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined , 20Single&Separate Storm-Water Assessment Form 9 / Contact: Approved l ,20 ( � Mail to: c Phone: Expiration oF-20 ' Building Inspector APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No•building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Departmei the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,N w York, nd other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for remo al or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, buildii code, hou ing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspecti S. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, les ee, agent, architect, engineer, general contractor, electrician, plumber or builder Ael +P,,✓, F h l m e to 0 Name of owner of premises rylyry w" L Owme _ (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. o Wh 2 H Electricians License No. Other Trade's License No. 1. Location of land on which propo d w rk will be done: 765 e4o� L431 cu kko v- House Number Street Hamlet County Tax Map No. 1.000 Section 116 Block 4 I Lot Z�` --- IV/ ' ' - - - Filed Map No. Lot - - 2. State existing use and occupancy of premises and`intend �} use and occupancy of proposed construction: a. Existing use and occupancy U 4 �l lyi q b. Intended use and occupancy we//14 Cl 3. Nature of work (check which applicable): New Building Addition Alteration J� Repair Removal Demolition X _Other Work (Description) 4. Estimated Cost 1001000 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 Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 4c) 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO- 13. Will lot be re-graded? YES_)(NO Will excess fill be removed from premises? YES NO 14. Names011M, of Rremises Address Phone No. RName t J 0Se p fi SC Address/7Zf' Phone No 7�5 "" - Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 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 ) �� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the h'". (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 es f his knowledge and belief; and that the work will be performed in the manner set forth in the application filed ther with. WENDY L KUKLA N TARY PU IC-STATE OF NEW YORK Sworn to be ore me t* No. 1 6176871 ;0 -day of 20 allHed S olk ount My.Comm on Ire N v m or 0 , 20 Notary P lic Signature of Applicant TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 3Survey SoutholdTown.NorthFork.net PERMIT NO. ` -c o Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined ,20 Single& Separate Storm-Water Assessment Form 9 Contact: Approved l — ,20 Mail to: 9+5� c_ � Phone: Expiration d--20 Building Inspector APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Departmei the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,NJ w York, nd other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for remo al or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, buildi code, hou ing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspecti s. (SIgnature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, les ee, agent, architect, engineer, general contractor, electrician, plumber or builder Ale,+ km ILI eo Name of owner of premises mUrV (vw �(N'� 4 � �Y�c d — NJ(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. o c4,m 2 N Electricians License No. Other Trade's License No. 1. Location ofnd on which propo d w rk will be done: 765 t5e�ti wcx� leo Cu v� House Number Street Hamlet County Tax Map No. 1000 Section 1 1 6 Block 09" Lot ZO` Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intend q use and occupancy of proposed construction: a. Existing use and occupancy b we t!l o q b. Intended use and occupancy , we/11 rl y 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition X Other Work 4. Estimated Cost �001 ()co 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 Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-46) 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO-A- 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names f lwr of premises Address Phone No. Name o`�fN mt J osep �1 SC 1. Address[72� Phone No 7d5'- 'f' Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 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 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 617fL (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 es f his knowledge and belief, and that the work will be performed in the manner set forth in the application filed ther with. WENDY l KUKLA N TARY PU IC-STATE OF NEW YORK Swornt before Y e t No. 1 b176871 a of 20 L ollfled S olk ount MY Comm fon Ire6 N v m or 0 , 20 Notary P lic Signature of Applicant w�6p 41 BOARD OF SOUTHOLD TOWN TRUSTEES SbU' bD,NEW V`ORK, PERI' I�, T NO. 77 6 DATE: I RCI 2j."211.2 ISSUED TO: 11L4RAY GYI,OD PROPERTY ADDRESS: 765 BEACHWOOD ROAR,IATTITUCi I SCTM 116-4-20.1 AUTHOI,UZATION Pursuant to the provisions of Chapter 275 of the Town Coop of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 21,2012,and in consideration of application fee in the sum of$250.00 paid by Murray Gavlord and subject to the Terms and ' Conditions as stated m the Resolution,the Sod -61 d Town Bdard oftrustees authorizes and permits the following: Wetland Permit to elevate the existing dwelling; construct a front entry; rear deck; screed porch; addition; stoops (Z); deck roof;iffitall new sanitary system; deposit clean fill; demolish the existing garage; and establish and maintaln a naturally veget t +,d 1Q' wide Aqg-turf ��r xc� n l tl� P+ � k r of the re ; ,the condition that the existing structure is not tg bae de. ,fid an is a meson for the structure to have to be demolished,new permits must be applied for prior to dwx4 Wwon4 ao;depioed qwtho a my prepaxed by;Peconk S vey-an,P.C..last dated- bruary 13,21112, and stamped approved on April.13,214 U-2. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of ttTis date. i j - i TERMS AND CONDITIONS The Permittee Murray Gaylord,residing at 765 Beachwood Road Mattituck New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90) calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completkon of the work authorized. 10. That the Permittee will obtain all other permits and consents that may required supplemental to this permit,which may be subject to revoke upon failure to obtain same. James F.King,President O��Q�SQUljfjO Town Hall Annex Bob Ghosio,Jr.,Vice-President 54375 Main Road P.O. Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer CA Nc '.`l► • �O Telephone(631)765-1892 Michael J.Domino O`�,�' Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 17, 2013 Mr. Matthew D. Ivans Suffolk Environmental Consulting, Inc. PO Box 2003 Bridgehampton, NY 11932-2003 RE: MURRAY GAYLORD 765 BEACHWOOD ROAD, CUTCHOGUE SCTM# 116-4-20.1 Dear Mr. Ivans: The following action was taken by the Southold Town Board of Trustees dt their Regular Meeting held on Wednesday, April 17, 2013: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#7923 for a 22't x 22't parking area surrounded by Belgium block curbing; a t1.0'W x ±1 1.51 x t25H landscape retaining wall and three 3' high stone piers; a t125sq.ft. bluestone landing; t35sq.ft. bluestone slab steps; and bluestone stepping stones leading from the proposed steps to dwelling; and as depicted on the revised site plan prepared by Joseph Fischetti, Jr., P.E., last dated on March 25, 2013 and stamped approved on April 17, 2013. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, 07 James F. King President, Board of Trustees JFK:amn John M. Bredemeyer III,President *OF SO(/ryO Town Hall Annex Michael J.Domino,Vice-President '`� 01 0 54 Main Road P.O..Box 1179 James F.King,Trustee Southold, New York 11971-0959 Dave Bergen,Trustee G Q Charles J. Sanders,Trustee Telephone(631) 765-1892 ly`,oU�'�� Fax(631) 765-6641 F �' . BOARD OF TOWN TRUSTEES O(�T ) 2014 i TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1053C Date: October 7, 2014 THIS CERTIFIES that the elevation of the existing dwelling; construction of front entry, rear deck screen porch, addition, stoops (2), deck roof, installation of new sanitary system; clean fill; demolition of garage; 10' wide non-turf buffer around perimeter of property At 765 Beachwood Road, Mattituck,New York Suffolk County Tax Map# 116-4-20.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 28, 2012 pursuant to which Trustees Wetland Permit#7756 Dated March 21, 2012,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the elevation of the existing dwelling; construction of front entry, rear deck, screen porch, addition, stoops (2) deck roof, installation of new sanitary system; clean fill; demolition of garage; 10' wide non-turf buffer around perimeter of property. The certificate is issued to MURRAY GAYLORD owner of the aforesaid property. dot- *V% 6 Authorized Signature BOARD MEMBERS Southold Town Hall Leslie Kam Weisman,Chairperson O�t1r4f s�Ul53095 Main Road•P.O.Box 1179 James Dinizio,Jr. Southold,NY 11971-0959 1�t Office Lecap,on: Gerard Go Town Annex/First Floor,Capital One Bank George Hornminin ger g • , 54375 Main Road-(at Youngs Avenue) Ken Schneider liY� Southold,NY 11971 httpJ/southoldtown.nordifork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION ZBA FILE: 6585 MEETING OF AUGUST 16,2012 NAME OF APPLICANT:Murray Gaylord SCTM#1000-116-4-20.1 PROPERTY LOCATION:765 Beachwood Road(adj.to Great Peconic Bay)Cutchogue NY SEORA 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 July 17,2012 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268,Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated July 24, 2012. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION• Subject parcel is improved with a one story frame house located on Beachwood Road(a Private Road). It has 72.99 feet of frontage on Beachwood Road, 196.51 feet along the east property line, 149.37 bulkhead on Great Peconic Bay and 222.39 feet on the western property line(which consists of mostly wetlands)in the R40 zone district as shown on the survey dated October 18, 2011 last revised June 12, 2012 prepared by John T.Metzger,Peconic Surveyors,PC. BASIS OF APPLICATION: Request for Variances from Article XXII Code Section 280-116(B) and Article XXIII Section 280-124 based on an application for building permit and the Building Inspector's June 21, 2012 Notice of Disapproval for demolition and reconstruction of single family dwelling, at; 1) less than the code re- q�bul head setback o 7�;2)less"than the-cod required min mum side yard setba c o less ttum theBa rear y ack of RELIEF REQUESTED: The applicant requests variances to demolish and reconstruct a single family dwelling with a bulkhead setback of 37 feet in the side yard and 45 feet in the rear yard where the code requires a bulkhead setback of 75 feet. Additionally, applicant requests a minimum side yard of 12.7 feet where the code requires 15 feet and a rear yard setback of 45 feet where the code requires 50 feet. ADDITIONAL INFORMATION: At the public hearing a neighbor spoke in favor of the application. Page 2 of 3—August 16,2012 ZBA File#6585-Gaylord CTM:1000-116-4-20.1 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 2,2012 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 variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant proposes to remove an existing two car garage with a non-conforming setback from the road. This action will greatly improve the streetscape for the entire neighborhood. In addition,the work to be completed on the house will only minimally increase the footprint by squaring off a portion on the building and adding new decks and entry ways. 2. Town Law 267-b 3 2 .The benefit sought by the applicant cannot be achieved by some method,feasible for the applicant to pursue,other than an area variance because any expansion of the house will require a variance due to it's proximity to the wetlands. 3. Town Law &267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing approximately 500/6 relief from the code at its most severe measurement. However,none of the existing setbacks of the house will be decreased and the front yard non-conforming setback will be eliminated after removal of the garage. 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 and has submitted a plan to comply with all current drainage and run off which will greatly improve the conditions that's currently exist on the property.Additionally,the Southold Town Trustees required the establishment of a naturally vegetated 10 foot wide, non-turf vegetated, buffer landward of the bulkhead under permit#7765. The applicant will be required to conform to the recommendations of the LWRP memorandum. 5. Town Law&267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6.Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dwelling 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 Dinizio,seconded by Member Goehringer,and duly carried,to ,GRANTa the variances as applied for, and shown on the Survey prepared by Peconic Surveyors P.C. and dated unT- a IZ;1012 CONDITION: 1.The application of fertilizer,herbicides and pesticides on the lawn area is prohibited. That the above conditions be written into the Building Inspector's Certificate of occupancy, when issued. Page 3 of —August 16,2012 ZBA Files6585-Gaylord CTM:1000-116-4-20.1 Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays andlor a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board ofAppeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformittes 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 minima in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes:Members Weisman(Chair)erson),Goehringer,Dinizio,Schneider,Horning. This Resolution was duly adopted(S-Y.- Leslie Kanes Weisman,C airperson Approved for filing OV/j /2012 Town of Southold - Chapter 236 - Stormwater Management ,0 SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner-Agent-Consultant-Contractor or Other(Circle One) Property OWNER:(tf Different than Applicant) Bruce Anderson-Suffolk Environmental Consulting,Inc. Murray Gaylord Address: P.O.Box 2003,Bridgehampton,NY. 11932 Pres" 10 Liberty Street,Apt 37A, New York, NY, 10005 T1D"'''631-537-5160 F-#-631-537-5291 Telephone (917)623- 5607 1 Fax 8: E-Mal. bruce@suffolkenvironmental.com E•MaR: Prep.rty Addraae:765 Beachwood Road, Cutchogue,NY Brief Description of Conebuction Activity,Proposed Suucuual BMPs,Sot S C.T.M.# 1000 116 04 20.1 St&hzation BMPs,Project Scope and/or Sequence of Construction Activity. 11�r 8etllen Bbdr Lot (Provide Addi Tonal Pages a Needed) NsrneofConF and/or Contact Person Responsible for Implementation ofSWPPP: See Attached Descri tion Same as Owner _ r?.._._.____---__--___-_,_.. Address: _____._____...,.. .___..___.__.._...----_-.--------------- Telephone#: Fax --------- _.____________.__._... -------- E-Mall: ----------------------------------- Name of Persons Responsible for installation&Maintenance of Erosion Control Practice: -------------------------------------- -_,n.._--- j. Same as Owner -..----------------------------------_... ,_...,.. _ Address: Telephone#: Fax Ale j E-Mall: --------------------------------------_._,_.. _ Taal Area of At24,797s.f. raarAreaalandaearing 5,000All --------------------------------- Project PerCels: andior Ground Diehxbance. _- (sF.rAaee) (U.IA—) ProNet Duration: Stat End .- (Anticipated) 4 Months Data: 11/12 Date: 4/13 -- (NMbmarCrend.ran) Will this Project Disturbs five(5)or More Acres at Any One Time During the Proposed Deveiopment? Yes No ----._____._.._.._..__._._ .______..,.----_--------_--_.--- IfYES-ProeseAnswertheFollowingl a. Does the Applicant have a Qualified Inspector On ® [� Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site ® ® List the NAMES or description of all Potentially Impacted Waterbodles and/or Wellands: Inspections will Occur and for What Period of Time? Yes No c. Does the SWPPP Adequately Identify All Temporary ® ® us :LeEk-`-.__.____.____-_---- and/or Permanent Soil Stabalization Measures? Yes No Great"P ecot d eBay------ d. ----d. Does the SWPPP Adequately Identify a Complete Project Phasing Plan? Yes No e. Does the SWPPP Indicate Additional Site Specific status of Impacted Waterbody:(eg.TMDL,303(d)Usted,Impaired_) ® ® � Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(sq.Lake,Creek,say,Pond,sound,Freshwater Of Intent and SWPPP Acceptance Form for Reviewj by the Town of Southold? Yes No Creeks.Ray-. .___ . STAIT OF NEW YORK, Suffolk COUNTYOF...........................................SS i That I .......BrUCe. . ..Anderson. ....................................being duly sworn,deposes and says that hPermit, lie/she is the applicant for Peit, ....... ..................... (Nems of individual signing Document) And that he/she is the ..............................Agent I. (owne ..r,Contractor,Agent.Corlwrete Otllcer,etc.y.•....-•......... ....... ....•.. Owner and/or representative of the Owner or Owners,and is duly authorized to perforin 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 herewith. Sworn to before me this; --........`?•.•••••............... ...... i 00 ... ,20/Z. NotaryPublic: ...... .............................................................. • ...................) Ivens .................... Matthew. th ew D, csignahne a Applicarrt SWPPP Assessment FORM: 03-12 Notary Pu IC 0 j N0. 0JA053859 01IRlified. irt.Suffvih County Commission Expires Jatluary 22, 2014/ o T.O.S. "SWPPP" Preparation - Chapter 236 For Department Use Only:Storm Water Pollution Prevention Plan S.C.T.M.d: Property Address: Review Checklist Checklist # 1 l000 District section' Block lot REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: t Plan Sheet YES NO ,N.A.;Explanation for NO or N.A. (Does the SWPPP Adequate) Provide for and/or Indicate the Followin Location(pg.# 1. Drainage Calculations&Stormwater 5MPs Designed to contaiN Two Inch al n rte. 2. Construction Phasing Plan Indicating Sequence of Proposed Construction Activities. 3. General Location.MaP ®;®;� 4. Dratange Site Plan Drawn to Scale at Sixty(80')feet to the Inch or larger Indicating the Followmg: a location and Description of Property Boundaries s i E b She Acreage; c.d Tlest Hoile Data Indicaral t/n r Man Made So I Charact r stics Depth to within Se50 of the Property Boundary;_ i (� g aortal High Water Table E E e Contours Indicating Property Elevations(Min 2) ; f Spot Grade&Finish Floor Elevations for Existing and Proposed Structures g Location of WoodedAreas$Isolated Trees with a Minimum Dimension of 18'Diameter ®� h Soil Const3n7atwn District Sod Survey. ... . i�, i[�i�; _ ... 5. Background Information about the Scope of the Project,Location'&Description of the Sile, Proposed Changes to the She and All Existing Development on the site Including the Following. _ ._...._.. a ,AII.ImprovemantglncludingTotaLArea.oft-an0.DJI#urbance$t.Total.RizArea,-... b. All Excavation,Filling,Stripping&Grading Proposed and Identified as to depth,Volume ' &..Nature of Materials Involved;.. _. .. E c. Ali_Areas,Requir(ngCfeanng_andlorGrubbing,.. . _.. _. . ... ... ....... . !�,CC1�1t® _... ... d. All Areas Where Topsoil is to be Removed,Stockpiled and where Topsoil will ultimately ...... ® ®`� .... e Ali Temporary&Permanent Vegetation to be Placed on Site r f All Temporary&Permanent Storm Water Runoff BMP Control Measures Proposed _ _ g The Anticipated Pattern of Surface Drainage During Periods of Peak Runoff j(� ®i�!_ ..... .. .. . _.... .. . . ._.. . h The Location of all Rosas Driveways Sidewalks Patios Structures Ublites&Other Improvements,Including Temporary Access&C66i; talon Staging Areas;i 0 I. 'the Ezsting&'Finel Contours and or Spot Elevatftxis of the elle. s[Di , i i &Stormwater Runoff Control Measures. ^ 6. A Schedule of the Sequence for the Installation of All Planned Soil Erosion,Sedimentation �i®ETIs , ...,. _. . .. _. .. . .. .. _,. —_ . _ .i 7. Description of Pollution Prevention Measures that will be Implemented.____ __-_-___ - ' 8. AD ascription of the Minimum Erosion&Sediment Control Practices to be Installed and/or lm lamented for Each Construction Activity that will result in Soil Disturbance., m E®E 9. Desai tion of Construction&Waste materials ed to be Stored On-She r -- __,.._ __.p _ - _._...._.... F ___--- �i�i�E 10. Temporary&Permanent Soil Stabilization Plan that meets the Current Version of the ° New York State Storm Water Design Manual Technical Standard' 11. General Site Plan and Construction Drawings for the Project. 12. Dimensions,Material Specifications_&Installation Details for AI Erosion&Sediment Control-Practices. 13. Temporary Practices that will be Converted to Permanent control Measures 14. Implementation Schedule for Staging Temporary Erasion Control Practice or BMP 9 5. Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion& co;co;ED: Sediment Control Practices. 16. Names of Potenllal Surface Waters of the State of New York and/or MS4 that may be Impacted by Development i�'�'�' 17. Delineation of Storm Water Control Plan_Implementation_Responsibilities for Each part of the _.._-_. Project ConsUuctlon Site _strut ,.,.... . 18_ All other Existing Data that Describes Storm Water Runoff and/or Natural Drainage Swale. s. 19. Identification of All Contractors)/Sub Contractors) Responsible for Installing,Constructing, Repairing,Replacing,Ins222!ng and Maintaining the Erosion&Sediment Control Practices. Storm Water Management Control Plan Checklist#1 : 03-12 c r DEC "SWPPP" Preparation - Chapter 236-19 For Department Use Only: Storm Water Pollution Prevention Plan s.a.T.M./: Property Address: Review Checklist Checklist # 2 1000 (Additional Items to be included with Checklist#1 when Article III is trigered.) D1— '—°^ sWk Lot REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i i i i Plan heat (Does the SWPPP Ade uate( Provide for and/or Indicate the Following:) i YES F NO I N.A.3 Explanation for NO or NA.Must be Approved by SMO Location(pg.4) 1. Does a Plan Indicate an _ow all items Required..y.._ !s__1 in this Packet 2. Does the Plan Indicate and/or Show a Description of Each Post-Construction Stormwater r , Management Practice? . 3. Does the Site PIaNConstructlon Drawfng(s)Indicate and/or Show the Location&Size of Each Post-Construction Stormwater Management Practice? 4. Does the Site Plan/Constnidion Drawings)Indicate and/or Show Hydrologic&Hydraulic Analysts; ; ; � For All Structural Components of the Stormwater Management System for Applicable 3tonns? I®' i�' _ .."._ .. ....._.,_ _ .. _..........._. _.. ... 5. Does the She Plan/Construction Drawing(s)Indicate and/or Provide a Comparison of Post- Development StormwaterI Runoff Conditions with Pre-Development Conditions? i, ..._.. . .... _ 6. Does the Site Plan/Construction Drawings)Indit�te andMr Show All Dimensions,Material ' ' ! ' Specifications&Installation Details for Each Post-Construction Stormwater Practice 7 7. Does the Site Plan/Construction Drawings)Indicate a MaintenanceSchedule Provided by i i , the Constractor(s)to Ensure Continuous&Effective Operation of Each Post-Construction _-8. Stormwater Management Practice? .... ..............._ ..._.._.. __._._.._._.._. _._...._.._.. ... ..._.. ..3 3 3 i....... ................. .._....... _ _ _. _..._._. 8. Does the Site Plan/Construction Drawings)Indicate and/or Show Maintenance Easements to Ensure Access to All Stormwater Management Practices at the Site for the Purpose of Inspection and Repair? , , i 9. Does the Site Plan/Construction Drawi ng(s)Indicate and/or Show Inspection and Maintenance Agreements) that are Binding on AN Subsequent Landowners? , 10_ For All Activities meeting the Threshold in 236-19(8)(1),the SWPPP shall be Prepared&Signed By a Professional In the Principles and Practioss of Stormwater Management&Treatment Who Who Shap Certify thatt he Design Meets the Requirements of Chapter 236. 'f.'_Doth es e Plan Indicate-and/or Identify All Potential)Sources of Pollution which may affect the „ Quality of Stormwater Discharges?- 12. Does the Plan Provide Documentation Supporting the Determination of Approval with Regard E�il�+�� None On the site. to Historic Places or Archeological Resources that Includes the Fdbwirng _._.__..._..............; a a. Information whether the stormwater discharge or land development activities would have i an effect on a property that is listed or efigible for listing or eligible for listing on the i®i S4 e or X0bnal Re '_ter of.Historlc E9 ces b. The Results of Historic Resources Screening Determinations that have been Conducted; t ID]i®i®i c. Description'6 Measures Necessary to Avoid or Minimize Adverse Impacts on Places Listed, i or Eli Ibis for LI on the State or National Register of Historic Places and 1 ` ' ` d. Where Adverse Effects May Occii,Any Written Agreements in Place wHh the NYS Office ' i : of Parks,Recreation and Historic Places(OPRHP)or other Governmental Agency to Mitigate Those Effects. ..»..._....._...__..._..._....___..,______._..._____.__—_--------'----------"--'--........._.__._.__•.l t fr_....__..__.._...._.,....___.._—....__..__..-.._.»...............__......_.__.._.,,...,......___..._..._._..,._ 13. A Description of the Soil(s)Present at the Sfte,Including an Identification of the Hydraulic_Soil_Group. 14. Iden_F cation of Any Elements of the Design Iteat are not C.Conformance with the- Design manual.Including Reasons for the Deviation or Alternative Design and a Description of the Equivalency with technical Standards._____.__________ __ _______ . ____ _-_-___ r.. _._. ._._____w___.. _____... .. ._.._....... 15. A Hydrologic and Hydraulic Analysis for All Structural Components of the iii®1® Stormwater Management Control ' ' ' ' ------- i6. A Detafied Summary,with CW&Iations,of the Szing Criteria that was Used to Design All Post-Construction Stormwater Management Practices. 17. An erationsandMaintenancePlanthatlncludesins '� i , r------�-----_._. OP pection and Maintenance , , , , Schedules and Action to Ensure Continuous and Effective Operation of Each Post-Construction Storm Water management Practice. Storm Water Management Control Plan Checklist 4 2: 03-12 Town Hall Annex epbone(631)765-1802 54375 Main Road (631 7 5 P.O.Box 1179 G • ro er.ri o & SouthoK NY 11971-W59 Bt Df, DEPT. TO'."tt r Q01 fH0 1 D BUIMING DEPARTMEW TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ,C a Date: Company Name: Name: , License No.: Off' C_ c � Address: Phone No.: i S poi .- c v� JOBSITE INFORMATION: (*Indicates required information) *Name: U✓YG��/ *Address: '76S— c�ov-e *Cross Street: Nps fIgm— *Phone No.: Permit No.: 3 7 SP-8 Tax Map District: 9000 Section: Block: Lot *BRIEF DESCRIPTION OF WORK(Please Print Clearly) �Vl�iag d X/twso-',.vC,46 t evile JG/c- (Please Circle All That Apply) *Is job ready for inspection: �NO o h I Final *Do-you need a Temp Certificate: YES/ NO Temp Information(ff needed) *Service Size: <116W 3Phase 100 150 00 300 350 . 400 Other iNeW Service: Re-connect Ueters Change of Senrice Overhead Additional In€ormation: rb f WZ;ZE WITH APPLICATION U1 JAN 2 8 MIS 82=Request for Inspection Form BLDG.DEPT. 0 0 TOWN OF SOUTHO!_D �� 31 so APPLICATION Y PAGE 1 of 4 TOWN OF SOUTHOLD I'LOODPLA.IN DEVELOPMENT PERMIT APPLICATION This form is to be Filled out in duplicate. SECTION I• GENERAL, PROVISIONS (APPLICANT to read and sienl: 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made hcrcin- 3. If revoked, all work must cease until permit is rc issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state a-ad federal regulatory requirements. 7. Applicant hereby gives consent to e Local Administrator or his/her representative to make reasonable inspections required to verily mp ce. 6. I,THE APPLICANT,CERTI T L STA MENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO E OF KNOWLEDGE,TRUE AND ACCURATE. (APPLICANTS SIGNATURE) DATE SECTION 2• PROPOSED DEVELOPMENT (To be completed by APPLICA-h'n NAME ADDRESS DO' TELEPH`rONE 172 fb"4 K' - WS- ZgV4 BUILDER L� > ^ *Ym PS MAJ7-1 EEA AA j 110+13ZS--b�g5— EIAWNE PROJECT LOCATION: To avoid delay in processing the application, please provide coou¢h information to easily identify the project location- Provide the strce( address, lot number or legal description (attach) and, outside urban areas, the distance (o the nearest intersecting road or well-known landmark A skctcb attached to this application showing (hc projca locatioa would be helpful. 76S' .QecA woz� P4t a k vt it�f t i ' I� JAN 18 2013 i. u r ,t APPLICATION. PAGE 2 OF a DESCRIPTION OF WORK (Check all appbcable boxes): A. STRUCTURAL DEVELOPMENT ,ACTIVFFY STRUCTURE TYPE New Structure J Residential (1-4 Family) ❑ Addition O Residential (More than 4 Family) ❑ Alteration ❑ Noo-residential (Floodproofing? O Yes) O Relocation O Combined Use (Residential & Commerdal) O Demdlitioo' ' ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park?- O Ycs) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill O Mining O Drilling O Grading ❑ Excavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) O Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) Individual Water or Sewer System O Other (Please Specify) Alter completing SECTION 2, APPL[CANT should submit form to Local Administrator for review. SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADhflMaTRATOk) The proposcd development is located on FERM Panel No. Dated The Proposed Development- 0 IsI�Ql located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation at the site is:" Fl. NGVD (MSL) O Unavailable ❑ The proposcd dcvclopmcn( is located in a floodway. FBFM Panel No. Dated ❑ See Scction 4 (or addi(ional instructioos. SIGNED DATE :r APPLICATION 4 PAGE 3 OF 4 SECTION 4 ADDITIONAL INFORMATION REQUIRED (To he comnlctcd by LOCAL ADMiNISTRATORI The applicant must submit the documents checked below before the application can be processed: O A site plan showing the location of all costing structures, water bodies, adjaceot roads, lot dimensions and proposed development. O Development plans,drawn to scale, and specificatipns,including where applicable: details for anchoring structures,proposed elevation of lowest floor(including basemen(), types of water resistant materials used below the First floor, details of floodproofing of utilities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations. ❑Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofing protection level (non-residential only) Ft:NGVD (MSL). For floodproofed structures, applicant must attach certification. from registered engineer or architect_ / O Certification from a registered engineer that the propos-&d activity in a regulatory floodway will not result in.any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Otbcr. SECTION 5 PERMIT DETERMINATION (To be comolcted by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A- O Is B. Cl Is not in conformance with provisions of Local Law , 19_. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is chcckcd, the Local Administrator may issue a Development Permit upon payment of desip�aled fee. If BOX B is checked, lbe Local Administrator will provide a written summary of deficiencies. Appltcanl may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. APPLICATION �+ PAGE 4 OF 4 APPEALS:. Appealed to Board of Appcals? O Ycs O No Hearing date: Appeals Board Decision --- Approved? O Yes ❑ No Conditions SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued) The following information must be provided for project structures. This section must be completed by a registered professional engineer or a Gccesed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual(As-Built) Elevation of the top of the lowest floor, including basement(in Coastal Hizh Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofmg protection is Fr. NGVD (MSL). NOTE: Any work performed prior to submittal of the above idorruatioo is at the risk of the Appticant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based oa inspection of the project to ensure compliance with the communitys local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? O YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? O YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be comnlctcd by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE BY: I i I Attachment B i SAMPLE j CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area `.' TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: O NEW BUILDING O EXISTING BUILDING O VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #-? 19_. SIGNED: DATED: B. COMPLL4.NCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C /C(93) U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires March 31,2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A-PROPERTY INFORMATION F Al. Building Owner's Name MR.MURRAY GAYLORD r� iholirty u r!' A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. i Company NAIC Number 765 BEECHWOOD ROAD City CUTCHOGUE State NY ZIP Code 11935 i i 1 j G ,T A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) 1000-116-04-20.1 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL 1 A5. Latitude/Longitude:Lat.40 DEG 59 MIN 20.12 SEC Long.72 DEG 30 MIN 00.96SEC Horizontal T 1t12T�"NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 2424 sq ft a) Square footage of attached garage _ sq ft b) No.of permanent flood openings in the crawlspace or b) No.of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade 12 within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 912 sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ® Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State SOUTHOLD,TOWN OF 360813 SUFFOLK NEW YORK B4.MaplPanel Number 1 65.Suffer I B6.FIRM Index FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 36103CO482 H Date rEffetve/Revised Date Zone(s) AO,use base flood depth) 9/25/09 AE EL6 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other(Describe) 611. Indicate elevation datum used for BFE in Item B9: ❑NGVD 1929 ® NAVD 1988 ❑ Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings` ❑ Building Under Construction" ® Finished Construction `A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,ARAE,AR/Al-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item AT Use the same datum as the BFE. Benchmark Utilized Vertical Datum NAVD 88 Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor)3.5 ®feet ❑meters(Puerto Rico only) b) Top of the next higher floor 10.1 ®feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) -- ❑feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) __ ❑feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 10.0 ®feet ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 2.4 ®feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 8.0 ®feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including 3.6 ®feet ❑meters(Puerto Rico only) structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION F N This ce�kation is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation IF 1Z information. I certify that the information on this Certificate represents my best efforts to interpret the data available.I 0 li� TZ , understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001.® Off + G� Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No Certifier's Name JOHN T METZGER License Number 49618 Title LICENSED SURVEYOR Company Name PECONIC SURVEYORS PC �}}-- �3 Address 1230 TRAVELER STREET City SOUTHOLD State NY ZIP Code 11971 � Signature Date 07/30/2013 Telephone 631-765-5020 LAND FEMA Form 81-31,Mar 09 See reverse side for continuation. Replaces all previous editions City CUTCHOGUEState NY ZIP Code 11935 Company NAIC Number SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments Signature Date 07/302013 ❑ Check here 9 attachments SECTION E-BU411f6AG ELEVATIO N(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E1-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawispace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owners or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the c ommunitys floodplain management ordinance can complete Sections A.B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8 and G9. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4-G9)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters(PR)Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR)Datum G10.Community's design flood elevation ❑feet ❑meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date Comments FEMA Form 81-31,Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt,Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No. Policy Number 765 BEECHWOOD ROAD City CUTCHOGUE State NY ZIP Code 11935 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. r 10 - I r _ Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 765 BEECHWOOD ROAD City CUTCHOGUE State NY ZIP Code 11935 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. a� - a 9 - - ds_ c 1 . r , - � f :_a t i r ; �i+ f 4 Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt,Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No. Policy Number 765 BEECHWOOD ROAD City CUTCHOGUE State NY ZIP Code 11935 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. ` •®E- t F t I 4W17", s1 _ . I .' ajilt r r Stormwater Pollution Prevention Plan Gaylord Property 765 Beachwood Road Mattituck, NY SCTM#: 1000-116-04-20.1 Prepared By: Suffolk Environmental Consulting Inc. P.O. Box 2003 Bridgehampton NY 11932 (631) 537-5160 Joseph Fischetti, P.E. 1725 Hobart Road Southold, NY 11971 (631) 765-2954 August 29, 2012 Section 1: Project Purpose and Objectives The applicant proposes to demolish the existing single family residence, and construct a new single family residence while using a similar footprint. The applicant also proposes to demolish die existing garage. In order to proceed with this matter, compliance with 4 236 of tlic Southold Town Code is required. This SWPPP complies with the performance standards set forth in 4 236-13 of the Southold 'Town Code. The Town's Stormwatcr Code requires that site erosion, sedimentation and stonnwater runolf control measures be appropriate for existing topography, vegetation and other salient natural feature of the site. This SWPPP is intended to minimize grading and cut and fill operations, ensure general conformity with natural topography, and retain natural vegetation and trees to the Maximum extent practicable in order to create the least erosion potential and handle adequately die volume and rate or velocity of'surface water runoff. No stonnwater will be diverted to another property, or onto Beachwood Road, either during site preparation or alter development. 4236 of tlic Town Code establishes performance controls that are satislied in this SWPPP. They include: 1. The appropriate control of erosion, sedimentation and stonnwater runoll'prior to, during and after site preparation and construction; 2. The implementation ol'appropriate measure for dust control during grading operations; 3. The protection of areas exposed by site preparation and during site construclion with hay bales; 4. The substantial preservation of natural drainage patterns by site design; and 5. Careful site preparation, including timing of llic stripping of vegetative cover and grading, so that no individual building site is stripped of its vegetation cover more than 30 days prior to commencement of construction through irnplementalion of a reasonable schedule to minimize the amount of time for site clearing, construction and restoration. Section 2: Project Description Applicant proposes to demolish die existing single family residence, and replace it with a new single family residence on a similar footprint. The applicant also proposes to demolish the existing garage. §236-10 requires that a Drainage Control Permit be obtained because proposed grading or stripping of the parcel in excess of 5000 square fcct is proposed. In order to obtain a Drainage Control Permit compliance with the standards set forth in §236-13 is required. Included in this Storm Water Pollution Prevention Plan is a Sltc Erosion/Sedimentation and Storm Water Control Plan prepared by Joscph Fischetti, P.E. dated August 16"', 2012. The attached site Erosion, Sedimentation and Storm Water Control Plan contains the following structural and non-structural erosion, sedimentation and store water controls: ❖ Haybale and silt Icnce details, deployment and specifications, ❖ Topsoil Staging ❖ Drywclls for storm water control for all impervious surfaces Section 3: Contact Information 3.1 Owner: Murray Gaylord 10 Liberty Street, Apt 37A New York, NY, 10005 Tcl: 917-623-5607 3.2 Contractor: ITndecided 3.3 Responsibilities of the Owner Owner shall be responsible For the following: 1. Maintaining compliance with the applicable sections of this SWPPP including installation of erosion and sediment controls and maintain erosion and sediment control Best Management Practices (BMPs) in all areas of the site under its day-to-day control. 2. Maintain the cleanliness of llic street (Beachwood Road) from construction related debris and sedimentation and implement storm drain inlet protection BMPs throughout the construction process. 3. Inspect and replace storm drain inlet protection BMPs as necessary. I Provide for adequate litter control. Control of construction chemicals and debris. .5. Provide for temporary erosion control as needed. 6. Suitably stabilize soils after construction by establishing permanent vegetative cover. The Owner shall not store erodible or hazardous nnaterials on the roadway. Section 4: Description of Soils Present at Site Soils Lound on the sub.ject parcels consist ol'the following: Be Beaches, 0 to 3 percent slopes (5.1%of,lot area) Fd Fill land/Dredged material (94.9%of*lot area) The main soil type found at the project site is Fill Land/Dredged Material. This denotes that the majority ol'the soil on lie property has been reclaimed from the nearby inlet over many years. Generally the soil composition oI'dredged materials From beach front properties has a high percentage sand of', with a much more moderate percentage of'clay, and organic matter. This composition makes tie soil very permeable,which will reduce the aniount of stormwater which will flow into the recapture systems. When dredging soil is used as till behind bulkieads such as on this property, the soil is dried before being put in place, allowing the organic material in the soil to dry and dramatically lialt the decomposition in all but the top soil layer. Fill I;.uld ��� 1)rccl;;cc1 :�9.Ucrial Because dredged material and fill land is not made up of a single soil type,but is in fact a composite of many different kinds of soil types mixed with sand and organic material, it is difficult to classify its soil characteristics beyond its propensity for being well drained. In tens of erosion, the property is well bulklieaded which will reduce much of lfie potential soil runofl'into the bay. Furtliennore the property is to be well vegetated which will reduce possible wind driven erosion. Section 5. Construction Phasing Plan and Sequence of Operations Construction Phase 1: ❖ Install silt fence and hay bales Construction Phase II: ❖ Demolition of existing garage to allow for construction entrance. Construction Phase III: ❖ Strip topsoil and stockpile it in the desigmated arca ❖ Install silt fence and hay bale enclosure at the topsoil stockpile ❖ Install crushed stone construction entrance Construction Phase IV: •:' Demolition of existing Single Family Residence ❖ Rc-grading of'site to allow for improved Septic System. Construction Phase V: ❖ Construction of Single Family Residence and relevant appurtenances. Construction Please VI: ❖ Install drainage structures Construction Phase VII: ❖ Alter all construction, re-vegetate all disturbed arca Construction Phase VIII: ❖ Remove silt fence as required Section 6: Implementation of Minimum Erosion and Sedimentation Control Practices 6.1 Schedule of initial placement or implementation of erosion and sediment control practices I ipon the issuance of a Building Permit, the owner will install the hay bales and siltation fencing as per the SWPPP Plan. Prior to the start of construction on the new dwelling, the site will be re-graded, and a topsoil stockpile will be created surrounded by siltation fencing. The contractor will then commence his construction of the proposed dwelling and its appurtenances, such as the deck and swimming pool. Aller the residence is built, the driveway and drainage structures will be completed. All excess concrete and other construction materials will be removed from the site and suitably disposed of. 6.2 Minimum time frames for continuance of erosion and sediment control practice The erosion and sedimentation control practices prescribed herein are to continue until all disturbed areas are stabilized. Stabilization is achieved upon the establislnnent of full vegetated germination in the construction area. Disturbed areas arc anticipated to be fully stabilized by the fall of 2013. In the event that disturbed areas are not fully stabilized, the erosion control BMPs sliall remain in place until the following spring. Section 7: Erosion and Sedimentation Plan The Site Erosion/ Sedimentation and Storm Water Control Plan prepared by Joseph Fischetti, P.E. August 16", 2012 and attached hereto at Appendix B. This SWPPP envisions the implementation of these temporary sediment control measures consistent with the standards contained in the §236 of the "Town code. In essence, disturbance over the land is minimized and any sediment laden stonnwater would be controlled by strategic placement of hay bales and silt fences. Beachwood Road would be similarly protected during construction. After completion of construction the full stabilization of disturbed lands will be achieved through plantings. The permanent solution is a structural upgrade for the site and a benefit to the town. Section 8: Site Map wl SUBJECT PROPERTY SUBJECT PROPERTY 3 J Section 9: Maintenance Inspection Schedule The proposed residential structure is to be owned/occupied. The contractor is responsible for the implementation of this SWPPP. As such, maintenance and inspection will be continuous and ongoing throughout die construction process up to Full vegetative stabilization ol'disturbed soils. lliercaltcr, the owner will insure that the permanent structural runoff controls arc maintained in good working order. Section 10: Pollution Prevention Measures 10.1 Litter Control and Control of Construction Debris All litter and waste materials will be collected and disposed into a dumpstcr. Only trash and construction debris will be disposed of into the dumpstcr. The dumpstcr will remain covered to prevent wind born dispersal of deposited materials. Once filled to capacity, the dumpster will be removed and replaced by a private carter. Materials such as wood pallets and cardboard will be collected and recycled. 10.2 Control of Construction Chemicals Waste materials including petroleum products, paints, solvents, and used oil filters will be stored in structurally sound and clearly marked containers. The containers will be kept separate from the litter and construction debris and disposed of in accordance with applicable regulations,which pertain to hazardous materials. Appendix A: SWPPP Checklist prepared by Suffolk Environmental Consulting, Inc. on September 4"' , 2012 Appendix B: Site Erosion/ Sedimentation and Storm Water Control Plan prepared by Joseph Fischetti on August 16th, 2012. Joseph Me o TO: Southold Building Department Date: 9/12/12 Re: 765 Beachwood Road—Gaylord Building Permit Please find attached: 1. 3 sets of architectural drawings 2. ResCheck 3. Building Permit Application 4. Certificate of Occupancy forms 5. Health Department Approval 6. ZBA Determination 7. Trustees Determination 8. SWPPP report and Checklists 9. Check for Permit and CO 1 , SECT PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616 SOUTHOLD, NEW YORK 11971 TEL:631.765.2954 • FAX:631.614.3516 • e-mail:joseph@fischetti.com Date: 31 October 2012 Reference: Gaylord BP 37528 Southold Building Department Main Road Southold 11081 Dear Sir, Please find attached 4 copies of the revised foundation plans for the Building Permit# 37528 got the Gaylord project in Cutchogue. )Ve truly yours, ph ischetti, PE Da ntl BOARD CERTIFIED IN STRUCTURAL ENGINEERING SECB PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616 SOUTHOLD, NEW YORK 11971 TEL:631.765.2954 • FAX:631.614.3516 • e-mail:joseph@fischetti.com Date: 17 January 2013 Reference: Building Permit#32W%28 Gaylord Gary Fish, Building Inspector 375x&' Town of Southold Main Road Southold, NY 11971 Dear Mr. Fish, Please find enclosed the following for the above referenced Building Permit: 1. Floodplain application and a check for$100.00 2. Under construction survey dated January 17, 2013 from Peconic Surveyors 3. Pile Certification and pile logs 4. Foundation Certification 5. High Wind Strapping Certification If you have any questions on this matter please contact me. ry truly your Jos Fischetti, PE JAN 18 2013 6j - E cayw.estrapping oarora:aiioa.aocx BOARD CERTIFIED IN STRUCTURAL ENGINEERING SECB PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616 SOUTHOLD, NEW YORK 11971 TEL:631.765.2954 • FAX:631.614.3516 • e-mail:joseph@fischetti.com Date: 8 July 2013 Reference: Gaylord - BP#37528 Mr. Gary Fish, Building Inspector Town of Southold Main Road Southold, NY 11971 G�Dear . ish, Please find attached two letters certifying items required for you to issue the CO for the above referenced Building Permit. If you have any questions on I matter please contact me. Very truly yours, .1 Q Josep Fischetti, PE JUL - 82013 BLDG.DEPT. TOWN OF SOLITNOLD Gaylord CO lists n.dmx BOARD CERTIFIED IN STRUCTURAL ENGINEERING SOl/ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 O"�r• �Q C4UNTY, d + . BUILDING DEPARTMENT TOWN OF SOUTHOLD ✓1 �.� C 3 July 12, 2013 Murray & Maxine Gaylord �.- CA � 10 Liberty Street, Apt 37A New York, New York 10005 6 -React"wbodwl load, Cutchogue NOTE: A final elevation certificate from the surveyor is also required. TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. PI lA�ef3 Certificate. (All permits involving plumbing a e 4 Trustees C to of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-193811 _ �� Final Fire Inspection from Fire Marshall. !� Final Landmark Preservation approval. Final inspection by Building Dept. BUILDING PERMIT : 37528-Z additions and alterations Suffolk Environmental Consulting, Inc. Newman Village, Suite E,2322 Main Street,P.O. Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President Hand Delivered July 24, 2013 Pat Conklin Southold Building Department P.O. Box 1179 Southold, NY, 11971 Re: GAYLORD Property Situate: 765 Beachwood Road, Mattituck, NY SCTM#: 1000 - 116 - 04 - 20.1 Dear Ms. Conklin, Please find attached a copy of the Final Suffolk County Department of Health Services pennit regarding the above mentioned property. It is my understanding that this is the last piece of documentation required before the issuance of the Certificate of Occupancy for the property. Accordingly, please commence your issuance of the Certificate of Occupancy. Sincerely, Janies F. Laird CC. J. Fischetti M. Gaylord JUL 2 4 2013 J u4� TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET —7 _ VILLAGE DIST. SUB. LOT 01 K4 vt i FORMER"O NER ACR. ( Ser) ors. S W TYPE OF B ILDING RES. \ 1 SEAS. VL. j FARM COMM. CB. MICS. Mkt. Value LAND V V IMP. TOTAL DATE REMARKS 3�6 sD0 c '►9 "% - r i gyp' s gee5 An 1 4 a �*I 1 - 7 oy C AGE BUILDING CONDITION ! NEW NORMAL BELOW ABOVE I � { FARM Acre Value Per ValueD ` Acre XL Tillable FRONTAGE ON WATER �� ICs o w f7 Woodland FRONTAGE ON ROAD + _r Meadowland DEPTH House Plot BULKHEAD Total DOCK TOWN up bvuin%JLL# rKWI-1.1mon OWNER STREET VILLAGE DISTRICT SUB. LOT r /J~iP h Yrr'NV e r (f�'� f�0 e �r C N r�'C. cx' FORMER OWNER N �Q E "' ACREAGE $ . ��, �/�l� ���C�-Q�� TYPE OF BUILDING X-e leeRES. ej �� SEAS. VL. FARM COMM. IND. I CB. MISC. LAND IMP. TOTAL DATE REMARKS �G F- —app U�+ 4r �J d IL Gr, 4 Com AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE 51�V t . Farm Acre Value Per Acre Value Tillable 1 Tillable 2 Tillable: 3 Woodland Swampland Brushland House Plot Tota I TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DISTRICT SUB. LOT a of 1ej 9` e U J: /k �C 016,1 v e FORMER OWNER N E /� ) ACREAGE r d'c3. a �d �� ✓'vr3 ,�U�Aa+ ohs 6/� S W / TYPE OF BUILDING RES. w I SEAS. VL. FARM COMM. IND. CB. I MISC. LAND IMP. TOTAL DATE REMARKS ' 6 0 J , /d2ao '�/ o 0 5�. Dv LI ) I I ; Lsainr 5 _ c 300 '96 0 ov VA s'/ .3 to AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE farm Acre Value Per Acre Value JL K Tillable 1 Tillable 2 Tillable 3 Woodland Swampland Brushkpn House Plot a Tota I ii ■■■■■■■■MESM■■■■■■■■ ■■■■■■■■u■■u■■■■■■■■ ■■■■■■wi 2WENNI■■■■■■■ EMEN M ll I ■■■■� ■■■■ ■ IES ■■ ■ ■�'1i�1■ ■ I ■■■■I Ilam■■' [� ■ . • ■ � Floors • • Interior r Fire Place Porch Porch Floor Kooms 2nd Floor i I Date: 8/16/2012 GAn � V Scale: Drawn by: JFL Situate: 765 ' j�d 4% + ', Comments: Adapted from the Survey of subject property as prepared by ' r Peconic Surveyors P.C. on March 28th,2012 SUFFOLK ENVIRONMENTAL CONSULTING, INC. .bwph F9chetti, RE P.O. Box 2003 • Bridgehampton • NY• 11932 1725 Hobart Road, Southold NY, 11971 (631)537- 5160 (phone)- (631)537- 5291 (facsimile) Phone: (631) 765-2954 +E S J VACANT y ,•�,.' WETLANDS ,• '•• o Y • . 09 SL .t. 81 l40s"665 2.r� �i r r r r ^ r r r rr .r J �w � v , �� r .€gm aar,arrra,rra a *rr YDAM r r $ rrar r A =,a • La's. .,g,a4 L»^wS•b+L+' "'•+.. ' VV �� M • ` � rLrL. �s�'.r rL i• WETLANDS A. EL -Wk DIP 6.1' 4 Y: q%, S'rDqr ed f'RpP• f:f'• 16 A PROP Dr �f 14 x � +0� 4.4 PROPOSED SEPTIC SYSTEM DETAIL FF "° MADIE SURVEY OF PROPERTY 'ue 10' (WT s�LO ( 9.a' s,° - A T CUTCHOG UE N -7- MR%PAMW • TOWN OF SO UTHOLD a&PIMN r/Ps%r TArac ew.vrrtAt r/e'/r root roa r ca►,ur clan 24M pip* $° °'u`��° `� SUFFOLK COUNTY, N. Y. INATIOR 1000-its-04-20.1 ('TIC TANK (1) 1 , SCALE.- 1 e=300 bottom 3.4' ' D OCTOBER 18, 2011 ' M TAK' s� Hua"3 is 100° 0N1A"L NOVEMBER 3, 2011 (LOC. WETLANDS FLAGS) I TAIK;6'OK q' DEt3' ' L COMVIALL HE Irrwt,NYQ A►reAuy '"°F'00°°�,AT °"'� n DECEMBER 26, 2011 TEST HOLE & SPOT ELEVATIONS) L MALL TM sW AN rt A WNrg1A1 Dr .ATO►rMdortss �•,,p"Dorm r�"�""�o<`.' 14 loll JAN. 11, 2012 ( NEW SEPTIC SYSTEM) ALL .DThSN AND, .51«!1 00rfrN11 RI[MOIIOND m�AN AFFM�or APR L ALL JO NM SHw K s�Lm so THv TW TAW 6 WA7ERr4W FEB. 120/2 (REVISJ�VSJ L T11E satic TANK W1,Lc NSE"LLM AT UM w ALL DP=r**"A"TVJPt Na Or sr/4-Y L•�H SERVICES FEB. 1 2012 !PROP S) c*A w1 k 0 s"Twpac IDDIT rP or•agHEtiIGrED saw pH rtA ORVAL L A 1C-Mn,d15TAJiC 1E11:4 ft INK AND HOUSE SHALL K WOCAs1ED. J C 0 WA''WATER MG?. ?2l (revisions) MarchFeb. overage) EACHINA POOLS (Z)EXPANSION POOLS OFGIMarch 2 , 2012 (revisions) 4 I. WN"M LM= FOR A 3 1110000W HODS[K 300 M R SMALL MEA y :. Ln >o�uo00NSoo 'E°AND/o i POKCAU rvacm oo"a'c'c V p CANT y .•�•• y c'1'T LAM x ALL.OOYtAf SHALL.E orT IMDNro1HOEA COH1aK1E 4.A 10'WJ&DWANM METOM ILEA011N0 POOLS AND WAM LINE SHALL K UNWAINM WETLANDS S,AN r MA& DWANCE KrKM ALL LEACHING POOLS AND SEPI TNK S"L K UWAile)ICU y y •.�'' '1 �L i TE: V ;w SUBSURFACE SEWAGE DISPOSAL y� wE S81�'40,:''. GRA BRA C1Y1ir D F " SYSTEM DESIGN 800 y y GUY ( ,f S81-56'40"*'* GRAVEL (PRIV BYr JOSEPH F/SCHETTI, P.E, y N7 65,00 POLE 72.99' A ROq OVERH � ' HOBAR T ROAD y Q 2 — — SOUTHOLD, N.Y. 11971 y y �� — lys_ (631) 765-2954 SpUT RA a Ftj1!RES � Q X CP ' 15 WA 7ER s ✓ 1555 VETER NEW ' TO f� t k p + GAR ° TM . REMOAVE TO BE: r 5 ZONE AE fP J (EL 6) 20• S yam y y y : 2-<m +4.A' •i / ' AS PER 0 SA CR SC �l• y 4. WETLANDS qr QQ M - HOP 3� 5c j$ EL 5.9 OF wis4 y �� I ROOF RUNOFF CAL C ROOL RUNOFF CALCULATIONS y vw c e I Q AND DRAINAGE O w' y -4� � 4.3' � 3 0 = A * IxC �N Z.s Q . 0 = 260,3 0sq.fl. \ Y 2J' I FRAJ jr Y 3 m 6'0 RING433. .g sq:ft. ' .T a 433.3728.3 15.3 VF 0t�'A \ (� R�T FFA / a USE 16 VF 4-6'I DWs 4' deep iL e�V 32.0 13 2 ' ' LOT COVERAGE o �' o 0 °• '�' EL 3.a. DWELLINGS AFTER CONSTRUCTION - 3318 sq ft. UPLAND AREA a 20,455 sq.ft. Q 3318/2045 f 6.290 WHOLE PAC 24,797 ft. { sem '\ �cK 3318/247 .4 F N rV S?y A %scyF +?. mot Q ' TEST HOLE DATA " ti McDONALD GEOSCIENCE ! `%' 12/20/11 ZN� ,yo 1� O 525 C t 4,O 8� �'p �— EL 4 4. EL 3.8' MIXED SAND AND LO AROF �yP�� tic G ---_ slo �. EL .4' 24' G e WATER WATER IN MIXED SAND >• 4' �yF90 581'0 509 ! _ "' ( 38. 4,• ti WATER IN BROWN BOG PT WATER IN BROWN CLAYEY SAND SC 6 = PROP. N OR CONTOUR >' WATER IN BROWN FINE TO MEDIUM SAND SP ELEVATIONS REFERENCED TO N.A.V.D. � 'jt�5i'E's TEM FLOOD ZONE FROM FIRM RATE MAP NUME H coP"TICNA�1�ARY SYTNIeNT SEPTEMBER 25, 2009 NE o, BY YjtiA I am familiar with the STANDARDS FOR AP VAL AND CONSTRUCTION OF SUBSURFACE SEWAGE cc N1 E Tf' DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES *� and will abide by the conditions set forth therein and on the r; A=24,797 SO. FT. permit to construct. OTIE L' S f The location of wells and cesspools shown hereon are �' ` �..'S.t.�.aS X91!°'t) 1 from field observations and or from data obtained from others. ? , -:_ _,r` / 0 N.Y.S LIC. NO. 49618 ANY ALTERA77ON OR ADDI71ON TO THIS SURVEY IS A VIOLA77ON 13ECONIC SIMVEYORS, P.C. OF SEC77ON 72090E THE NEW YORK STATE EDUCATION LAW. 631 765-5020 FAX 631 765-1797 EXCEPT AS PER SECTION 7209—SUBDIWNON 2. ALL CERT7FICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.0. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR =WETLAND FLAG 1230 TRAVELER STREET n WHOSE SIGNATURE APPEARS HEREON. 0 =MONUMENT SOU THOLD, N.Y. 11971 11-209 PROPOSED SEPTIC SYSTEM DETAIL SURVEY OF PROPERTY Hoax FF 10' (NETT l0 srx.q rrMSNtn onAnE �"""A)E s.,«on...,o,,.�. _ =. 9.4' �,. 6.9' 5% —--- A T CUTCHOGVE N MK __,_WL r L TOWN, OF SO UTHOLD APPROM"Tomv=Mn 1/4Y1' TANK mN RICHi/e./�. ► rooL z' C M olm2iW pD•a.4' ..�. ,�..,,,eI...240 SUFFOLK COUNTY, N. Y. 3.4' -t"'r•'F--s---i 7.9 '� r-�+-F a t -�-} •2 1000-116-04-20.1 SCALE. 1'--30' SEF'TIC TAMC (1) bottom 3.4' OCTOBER 18, 2011 I. WMMAl1M SUft T.WN CN*44W MR A 3 eIDROON MOM 13 -1000 a4lools. t TMK;W OK 4' DEFY NOVEMBER 3, 2011 (LOC. WETLANDS FLAGS) L CONat E*KL MVE A W►eWW OOWPfdMZK SIRID 'M Of-3,000 vW AT a Oky& DECEMBER 26, 2011 TEST HOLE & SPOT ELEVATIONS) L UALL IMCKNM W"Ill!A 11111IWJM of�'.A Tor iMIC10KSS OF e•AAE+A DOTNiA TMIC�ACNf7s or 4`: JAN. 1l, 2012 f NEW SEPTIC SYSTEM! ALL was. SOTit)W AArO•ADr SMAtl oartAu4 REJ1fORCMIC To RESKT AN AA'1'lk9 rORCE W 300.W. FEB. / 2012.(REVISIONS) . L ALL JOINS sMw.K 3VU3)$0 TW TME TAW 6 WAT�M. FEB. 1 2012(REVISIONS) S ADDIT' I,TMt SUMC TANK LMLL.it 2WALL0 AT L&M W ALL 01RDCT10M3(NTTM A MAX.TOUMME OF ti/4? L A'aa'C41 A m�0"TAN"K710"�WX Aw HOUSOR E *KL K Moff"4 a. Feb. 13, 2012 !revisions) March2�► 2012 (iof coveraq") t A HING POOLS (s 1 . (z)EXPANSION POOLS Y March 2 , 2012 4revisions) 1.,Wllww LrAC1+Nc IMM MR A 3 KDW" HOUSE is 300 a R SnEWALL AREA. June /2,,20/2 bddlNonaJ (i S. L00" POOILSs MC TO c MOTRUCM of MCAW RONFlOR=CONCRETE V�GAN y .*•' SAN. 17, 013 updar(revisc ns) QCy� LL#*"STRUCTUPIIM Stwo oo rte sum .*....JAN. l7, 2013 T`tE►derconsi.) I ALL WA Rs S kL K d rwccJ�tT ROwORCED COAICItCTE WETLANDS 4.A/0'min.DISTMNCE KIVAMN LFi1CMW0 r001S ANO WATER UNE SNV.L K M**(E4#M S.MI r min. DISTANCE KIWM ALL LEACMeIC POOts MID SLITIC TA►K swat K IIASITMIm Y •.�''• ••• y tou T EJ y , Y R ACID SUBSURFACE SEWAGE DISPOSAL O,�*E Y S81 Z6 4adrrnurr GRAVEL �� �D ROAD SYSTEM DESIGN 86 Y .EL ss' _ _ o ►t►�EaD WIRES VATE " ' 8Y► JOSEPH F/SCHETTI, P.E.. Y N� 0� POLE _ _X2.99 AD HOBAR T R y _ - SOUTHOLD, N.Y. 11971 Y . V. �L I - — - - -'- (63/) 765-2954 s�T RA �� �- a�-� pp4. .•• •J���� / �' WATER T NEW sum 0 I j OLK ROAD GARAGE 7-0 3 V 1 REMOVED BE � Y t.. 0g; F Y C 5 ZONE AE I Y (EL 6) OCA SYS 17ON OF.TEN AS PM 014� CRY �E z'< y�� \\ y �, ;. ►► "�`err scams. �� WETLANDS �¢o, TOP OF W �s, \GZ _V Y rn Z ear ROOF RUNOFF CAL C \ ;0:0 id BOOL RUNOFF CAL CULA TIONS w 9> Z a AND DRAINAGE Y IRS 6.0 3 NZN ' 0 - A * IXC /0.0- 2.1' _ _ Q v 0 - 2600 sq.It. x 2- x 1 ! STY F /i.a Q: m 0 - 433 g u./f. \ 1 HSE r R �- 6'0 RING - 28.�' sq./i. \ Y 3r _ FIN rL' �/C a 433.3/28.3 ■ 15.3 VF �O� \ !0.l eL• USE 16 VF - 4-6'0 DWs 4' deep 2LOT COVERAGE 3318 INN AFTER CONSTRUCTION DECK u/c 3 UPLAND AREA 20,455 sq. f. �A3 rV $ 3318/20455 - 16.2% WHOLE PARCEL -24,797 sq.ff. Fz A � �/ U 3310/24797 a 13.4% . '1lFq ?3�•+ o 'S4y F TEST HOLE DATA cy w McDONALD GEOSCIENCE �q 6 12/20/11 EL 3.8' F(_ 4.4' MIXED SAND AND LOAM EXISTING DWELLING TO BE �� �tiC+ ' EL, 1.e WATER 2.4 WATER IN MIXED SAND DEMOLISHED AND REBUILT �` B� >, ___ 4• WITHIN EXISTING FOOTPRINT S81'02+�� W n �� ii 38'50 WATER IN BROWN BOG PT — 7' WATER IN BROWN CLAYEY SAND SC = PROP. ELEVATION OR CONTOUR WATER IN BROWN FlNE TO MEDIUM SAND SP ELEVATIONS. REFERENCED TO N.A.V.D. _ FLOOD ZONE FROM FIRM RATE MAP NUMBER 36103CO482H 14' SEPTEMBER 25, 2009 I am familiar with the STANDARDS FOR APPROVAL (wr }yam AND CONSTRUC77ON OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES , �} and will abide by, the conditions set forth therein and on t�oe , \AREA=24,797 SQ. FT. permit to construct. TOM LINES The location of wells and cesspools shown hereon are ; T P , from field observations and .or from data obtained from oth ��` � � � N.Y.S. LIC. NO. 49618 ANY AL7ERA770N OR ADDITION TO THIS SURVEY IS A VIOLATION "=<it,�; :-: :'."` PECONIC SIOVEYORS, P.C. OF SECTION 7209OF THE NEW YORK STATE EDUCA77ON LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERT7FICAT7ONS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP'OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR =WETLAND FLAG 1230 TRAVELER STREET 11-209 WHOSE SIGNATURE APPEARS HEREON. ■ =MONUMENT SOU THOLD, N.Y 11971 1r'` . N HEALTH DEPT. REF. No.: R10-12-0011 SURVEY OF 'OPE SWM A T CUTCHOG UE uFFOuccouNnr oEPaRri�xroi=�.lr�sEs SIL o*CONS,XM WOM FSR TOWN OF SO UTHOLD aSINGLE FaM`YRESIOENCE SUFFOLK COUNTY, N. Y. Date •N.IL 17 ZM H.S.Ref.No:�I O--IQ X01 1000-116-04-20.1 The�°° '„°"�` „11-11111101 0 ftb�"�►'°"" SCALE.- 1'-30' id ancll�arllRed by Ws of o1Mt sQenoia an0lbund b be satisiadoy FOR A IiAAXiNNI BEDROOMS. OCTOBER 18, 2011 APRIL 8, 2013 (FINAL) W r J.Hilbert. N Office of Wastewater'IjilanagemeM N � wETLAW°s TEST►,o�E BRAC Y w $81"56' ,:'••••• y N�B•pp'0� Y y our ,,, �� �PRH�OOD ROAD ROAD) 65.00 99 _ I VA 7 - —0\"H A wins p) EL ►- WATER 1555' X �° AWTO �O // I �aarsr atr / NEW SUFFOLK IN 3 m \ y o Z NE AE L `� 1 y 1000 GA4. h c* y y y : m ST, U/G. PROPANE TANK 0 B 34.5'YETLMDS ro 1L ' 4> m � ONSTORY 2 \ yE HOUSE o- 0 0 \ y I Y FFLR.EL:10.1' DIV 32• g pzi - O AD A ry'S' / �CCUK WOOD DECK S \ 12.6' SEPTIC SYSTEM \ V_ 'fF9ti 3d'+ 'o• \ LP1 27' 33' y/cA/ LP2 25' 26.5' q, �j`s- _ _ — LP3 30. 38.5' LP4 35 37' BL Q � � C11tiFgO $a��5p' LP5 30' 27' fo ELEVATIONS REFERENCED TO N.A.V.D. FLOOD ZONE FROM FIRM RATE MAP NUMBER 36103CO482H SEPTEMBER 25, 2009 I am familiar with the STANDARDS FOR APPROVAL ` S AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ' -� !a ' `Y` and will abide by the conditions set forth therein and on the f �~ =24, 7 SQ. �. ""� permit to construct. TIE LINES The location of wells and cesspools shown hereon are bF r from field observations and or from data obtained from others. ' ` a �A Ori Y •V 1��r i N.Y.S. LIC. NO. 49618 ANY ALTERA77ON OR ADDI77ON TO THIS SURVEY IS A VIOLA77ON ��`^ "� " �t c.-�L�^,�.�� �, CONIC VEYORS, P.C. OF SECTION 72090E THE NEW YORK STATE EDUCA7)ON LAW. . ... (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA77ONS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR / =WETLAND FLAG 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. ■ =MONUMENT SOU THOLD, N. Y. 11971 1 c7 Generated by REScheck-Web Software Compliance Certificate Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: AdditiontrAlteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Gaylord Residence Joseph Fischetti,P.E. Beachwood Road Mattituck Compliance: Compliance:4.7%Better Than Code Maximum UA:468 Your UA:446 The%Better or Worse Than Code index reflects how dose to compliance the(rouse is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Cont,F- Gross Cavity • Assembly Area or or D•• Perimeter • Floor:All-Wood Joist/Truss Over Uncond.Space 2390 21.0 0.0 105 Wall:Wood Frame,16in.o.c. 1645 13.0 0.0 89 Door:Glass 163 0.300 49 Window:Wood Frame,2 Pane w/Low-E 32 0.310 10 Window:Wood Frame,2 Pane w/Low-E 363 0.300 109 Ceiling:Flat or Scissor Truss 2390 30.0 0.0 84 Compliance Statement: The proposed building design descri h e is consistent with the building plans,specifications,and other calculations submitted with the permit application.The propo buil . g has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck-Web and to co ly wit he mandatory requirements listed in the REScheck Inspection Checklist. ,T. 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I I 1 11 � ' 1' 11 1 11 I ',.�- 1-- 11-- -, I I U III III 1 11 -11 1 11 12-O 1 t-11 11 -11 1 I I , 1 f ---- I I •--- ----, ' E 1 •--- ----. ! :. - _G===------�-' r i , •--- , III III , 1 1 (3)1-3/4X11-7/8 ML GIRDER ; It ; ; (3)1-3/4X11-7/8 ML GIRDEg ; ; (3)1-3/4X11-7/8 ML GIRDER Q ------ -- --- -- - - --- --------------- 1 - 1 ' a--------' a-------- I I ---__----"_-`---- ----------_._..--'----'---' ---------- -----'-'-- -'--' ' `-- '----''--' -'- ---"-- i r I I I III 1!I 1 1 `'----- --, :---'--`-----'----- ----"- - - - - ---- ----------------- -----' ----- ------------'-.-, , III III I I I I s ! ! 110I '-ITI--1 ;'-ITI-I- Q m N U 11ILIJ 1 ' ! - �O r - - - - -- ! a l l l Q III 1 10" 1 _ .. --- - - j �Il1 0 0111 11 I :..- '----- - ----- -------------------- ---------------------.: �-------._.-_..-----..---------'-- --- --------- -------------- VIII - 1111 , r, 1 LL • _,III 0 III 1 I __ , I ! c- I i t l I CC 111 J III 1 I i l , I <I I I O f f 1 EF EL.10' II I ; N 1!1 r 111 1 SEE ARCHITECTURAL 3 3 r 11 c.-'_..------ ---- -- -------------- -- 1-¢' �,---...-'- - ------. ..i. _ X111 X III 1 2X10 FJ ----- - +. -., r DRAWINGS FOR LOCATION 11'-111' 1'x'111" 12t-011 , 11 -11 ;--, _- ---- -11 - "I - : M M @16"OC OF WALL EXTENSIONS ; ' lit I I I -- ---- 1 ' --- --- I 1 l l , • --- ---+ l i i I --- ---J� ' - 1 X111 III 1 11 E1 '�1 I ! I ; N I 1 - _;:*-u1__, •n111_I_, - GRADE 1 1 1 1 1 1 1 F I 1 I , —ill #S REBAR (3)1-3/4X11-7/8 ML GIRDER 1 1 ------------1 ---- , -} ---_--- -- - - _-- -�_____-____` __' i7. =- =-_ __-__, _ ______-11- _ IAL GIRDER CO -, , 1 1 ' 1 I0 (3) 1-3/4X11-7/8 ML GIRDER r 1 (3)1-3/4X11-7/8 _ _ _ __ __ _- _77: ---------------, . ���. -�..�. , 1 - ' III 6'-0" a------- — -- - ----v--=� ��_ a-------- -------- III1 1 ! I !I1 1 #5 REBAR @20"OC ' " 5-6 36"OR TO : 1 10"CONC.WALL GROUND LALLY e ! I 111 III 1 •% ------------r •�� WATER , ! , ONI III III 1 EL.3.0' 2" "r• , !In , I I I , I , I 111 In 1 , 1 , , , 1 1 I � l i I I I ♦--111__, ,__111_1_+ 4"SLAB " 1 IIII I I `--'-'-'----------------------- ------._'- -- ' = I I / 1T1" 1 1 0 1 SLAB 4- 12" 1 n+' , t 1 ----- ---- ---------------- ---------------------- -, i .�N I I , l nl l 11, , 1 till 12" 1$" 1 1111 I I r ,1, 1 #5 REBAR (3) #4 REBAR ' Y I , I 11 -11 11 -11 12'-0" � � � � - LL' 1 I ' I I I 111 III , ��;�� •-----^--+ I '•--------+ •---`----, III 1 EACH WAY _--- ------ 1 u— 1 1 1 ul 60 I I 1 - 1 II I 1 1 1 1 i 1 1 I - I I 1 18" - 2X8ACOJ 1 it I 1 II I 1 ill J 4" 4" , 1 ,ul ; -- _ ____-- (3)1-3/4X11-7/8_ _ _ _- _ _ _ - - -- (3)1-3/4X11-7/8 ML GIRDER _ 1_ X111 � (3) 1-3/4X11-7/f$ML GIRDER_ 1 1 1 1 ML GIRDER 1 1 1 1 3- - �_ - _ ___ _________ _ ALL PILES TO BE 3500psi CONCRETE 1 lul O ' ' - ' ' ' ' ' ' 7111 1 1 1111 ' -N 1 1 1 1 1 1 1 1 I if I III 1 10 TON ULTIMATE 60k STEEL x = r 1 1 1 1 1 1 1 x x 10"dia.PILE i :i::N a 111 1 ------ --- a---- -- CAPACITY('fYP.) ON EXTERIOR WALLS 6'OC 10"dia.PILE i iii: r 1 , u I 11 1 , u 1 n t , u 1 , u a �,1,--+ :i_i_� • 5-8h 6-1 6-6h 8-0 8'-51/411 81-51/4118-514 81-01/411 •R FOUNDATION GRADE BEAM (D:. 1 ISOLATE PILES : ' -�„�--' � �-- ----------- -- - ------------------ , � III ' W ---------------- ' 1 111 1 1111 ' 1 ! I ' I _' , 1111 ; ---- -- - _------------------ ------------ ---- o I , I I -- 41_ " 41 OII I I 1 -----'----'-" a-- a-- -� Y a --,------------r Z fit I ! ON I I I III q- 111 1 I I 1 I III -- _- 111 1 i � I ! I 1 1 1 � �m III 1 `w !�• 1 I III � 1 1 III 1 ^ V � v ' Z ll) I I I � I 1 I III I I I I I , I I I l 1 1 1 1 ♦J t O I I : I I I I ` , I I I 1 z [ ,7 I ' ' ----- .aI III 111 1 W Q N 1 , III - Hill I f I I I 111 III 1 1 1 1 1 _ I 1 ! I •__I 1__, M lilt , x`1O II `---'-------------------- ------------------------ -- - ---------.------- ------ -- ------------- -� i ! , 11 , t 1 I 1 : ----- - -------- -- -- ---------------- -------- r ----- ------ - -- - -- --- - --- - ------- -- -- -- ------------------ __ __-_-____-_.-___._-__ll Ill_'_� a__ _-+ 0 1 !I III 1 (`I/, 18'-4" 43'-0" :I ::: O (0 �III 1 Lu 1 `// 1 l l p 1 III� 111 1 W 1). HANDLING,STORAGE AND FIELD FABRICATION, INCLUDING TREATING OF CUT 12). IF NECESSARY,PROVIDE ADEQUATE LATERAL SUPPORT FOR INSTALLED i ::17 ::: i ENDS,SHALL BE IN ACCORDANCE WITH (AMERICAN WOOD PILINGS ASSOCIATION) INDIVIDUAL PILES TO PREVENT EXCESSIVE TEMPORARY FLEXURAL STRESSES OR AWPA M4. MOVEMENT OF THE PILE TOP OUT OF TOLERANCE. 7 O I III� III 1 1 1L X n l ' Q 2).PROVIDE 10" BUTT,8"TIP.WOOD PILES.PILES SHALL BE SOUTHERN PINE OR 13).MAINTAIN THE HAMMER COAXILE WITH THE PILE DURING THE DRIVING OPERATION ; :::dx.. DOUGLAS FIR AND SHALL CONFORM TO ASTM D 25, UNUSED,CLEAN PEELED, BY USING A COMBINATION OF DRIVING CAP AND LEADS, "' UNIFORMLYTAPERED,ONE PIECE FROM BUTTTO TIP. ' !I 1 , I I I A N 111 1 14).INVESTIGATE ANY SUDDEN DECREASES IN DRIVING RESISTANCE FOR POSSIBLE v u, nl 1 3). PILES SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA C3. BREAKAGE OF THE PILE. IF SUDDEN DECREASE IN DRIVING RESISTANCE CANNOT BE SOUTHERN PINE:1.0 PCF CCA / DOUGLAS FIR:1.0 PCF ACZA CORRELATED TO BORING DATA OR SOME INCIDENT IN THE DRIVING,AND IF THE '-i , _ PILE CANNOT BE INSPECTED,SUCH DECREASE IN DRIVING IN DRIVING RESISTANCE ; + (211-3/4X9-1/2 ML GIRD�P ; ; 12)1-3/4X9-1/2 ML GIRDED ; ; (('�)1-3/4X9-1/2 ML GIRDER; { 1 ; 1 - -h------------t - -- -1=-- ------- --_'- -- =1-- ------------'t- _- 'f= = ___-__-_�_ -- -t- -_____-_--_____------h4).TREAT FIELD CUTS, HOLES AND OTHERPRESENTATIONSINACCORDANCEWITH MAY CAUSE FOR REJECTION OF THE PILE. 1O _____________11_0_1 -____-___-____-1 _i=___�________= 1-0_I-_____________--_ �'__ _=_:_10=i._____._.___..________if__"� , , AWPA M4. 15).RE-DRIVE ANY PILE WHICH IS RAISED DURING DRIVING OF ADJACENT PILES,TO 61_6" 71_311 71_11 7'_311 7'_314 9'_611 7'-6" 5).PILES SHALL BE END-BEARING TYPE OR FRICTION TYPE AS INDICATED.DRIVE THE ORIGINAL TIP ELEVATION. END-BEARING PILES TO THE REQUIRED BEARING VALUE. 6" 6" 6" 16).CUT OFF PILES ATTOP ELEVATION DIRECTED BY ARCHITECT. REPLACE OR REPAIR 7'-0" 461-01' 81-01' 6). PROVIDE PILES OF SUCH LENGTH AS REQUIRED TO DEVELOP THE SPECIFIED PILES WHICH ARE DAMAGED WHEN CUTOFF, BEARING VALUE,TO OBTAIN THE SPECIFIED PENETRATION,AND TO EXTEND INTO THE CAP OR FOOTING BLOCK AS INDICATED, 17).DEVIATION FROM PLUMB AND ANGLE OF BATTER:1/4 INCH PER FOOT OF PILE LENGTH,BUT NOT MORE THAN 6 INCHES OVERALL. 7). INSTALL PILES TO THE REQUIRED PENETRATION,OR THE REQUIRED BEARING, AS INDICATED, EXCEPTAS SPECIFIED IN ARTICLE 3.04 C AND D.JETTING WILL 18).DEVIATION FROM LOCATION OF PILE TO BE NO MORE THAN 6 INCHES, FOUNDATION PLAN. DRAWN BY: JF/MH NOT BE PERMITTED UNLESS SPECIFICALLY APPROVED BY ARCHITECT FOR THE LOCATION. 19).PILES NOT MEETING ASTM D25 REQUIREMENTS WILL BE REJECTED. REMOVE SUCH PILES FROM THE SITE AND REPLACE WITH SOUND PILES.PILES BROKEN SCALE. 1/4" — 1'-0" HOLD DOWN ANCHORS: 8).WHEN NECESSARYTO ACHIEVE THE REQUIRED PENETRATION,DRILL HOLES OF UNDER DRIVING STRESSES MAY BE CUT OFF AND LEFT IN PLACE IF APPROVED October 28, 2012 DIAMETER NOT GREATER THAN 90 PERCENT OF THE AVERAGE CROSS-SECTIONAL BY ARCHITECT FOR THE LOCATION.OTHERWISE THEY SHALL BE EXTRACTED AND TO FOUNDATION: SIMPSON HDQ8 DIMENSION OF THE PILE ATTHE DEPTH BEING DRILLED,AND DRIVE THE PILE REMOVED FROM THE SITE. �'+� THEREIN TO PRACTICAL REFUSAL. SCALE. 1/4" = V-0'1 Zo), FIT TIMBER PILES WITH METAL SHOES ON THE TIP.WHEN THE AREA OF THE HEAD 9)•COMPLETE BACKFILL TO THE REQUIRED ELEVATIONS IN THE AREA WHICH PILES OF A TIMBER PILE IS GREATER THAN THAT OF THE FACE OF THE HAMMER, USE ARE TO OCCUPY BEFORE STARTING TO DRIVE PILES. A SUITABLE CAP TO DISTRIBUTE THE BLOWS THROUGHOUTTHE CROSS SECTION OF THE PILE, ` QF N'E 10).DO NOT DRIVE PILES WITHIN 20 FEET OF CONCRETE LESS THAN 7 DAYS OLD, 21).AFTER TIMBER PILES ARE CUT OFF,TREAT CUT SURFACES IN ACCORDANCE WITH �P rv'9� SHEET NO: 11).DRIVE PILES AT INTERIOR OF BASES OF FOOTINGS BEFORE DRIVING PERIMETER AWPA M4,REMOVE CUT OFF SECTIONS OF PILES FROM THE SITE AND LEGALLY PILES. DISPOSE. 000, ya•osz5 a $>,o z NAILING SCHEDULE PLAN CONTENTS: WIND FRAMING NOTESOCCUPANCY CLASSIFICATION R3 5QJKNTIA GENERAL NOTES 1),RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: BUILDING USE DWELLING 1-114•x 20 gauge strep shall be attached to eachpair of rafters In accordance to table 3-4. JOINT DESCRIPTION NAIL NAILNOTES �1G When a collar tie is used in lou of a ridge strap,the number of 10d common nails required CITY. SPACING BUILDINHEIGHT in each end of the collar to need not exceed to tabulated number of Ild nags In the drop. RAFTER TO W WALL:3-8d COMMON EACH TOTALS FT. OF CONSTRUCTION CONSTRUCTION NOTES: TOP PLATE 10'WALL:4-11d COMMON RAFTER TOE-ML PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 1).The information within ft set of construction doctimOnts is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST IV WALL:3-8d COMMON EACH DESIGN CRITERIA 1995 SBC HIGH WIND EDITION. WOOD FRAME CONSTRUCTION MANUAL U. intent and framing details.They are Intended as a construction aid,not a subdW Lateral tw&V and~well connections for reflor,calling or truss to top plate shell be in TO TOP PLATE 10'WALL:4-11d COMMON JOIST TOE-NAIL = for generally accepted good building practice and oomplanoe with current Now York accordance to table 3.3.When a rafter or in=do not felt In One with studs below,rafters FRAMING ELEMENTS AS PRFLOOR PLANS, CROSS SECTION AND GENERAL NOTES State building codes.The General Contractor Is responsible for providing standard or truster almishellbe attached to the wall top plate arid the well top plat shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE 016.EXT. BALCONIES 60 construction details and procedures to ensure a prolbashi*finished,structurally the to on wall stud with uplift connections.Roofs overhoriging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL mind and a weatherproof completed productshall be connected with uplift connections In accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE DECKS 40 t 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL ATTICS w/o STORAGE 10 2).The General Contractor 18 responsible for ensuring that all work and construction COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/ STORAGE 20 meet current federal,state,county and local codes,ordinances and roplebm,etc. Wall duds above and abide below a floor level shah be attached with j*connections in TORAFTER WFCM-SBC END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 Then codes we to be considered n part of the specifications for this building arid accordance with table 3.3b.When wait SlUde above do not fail In line with studs below,the (LIVE LOADS PSF) BLOCKING EACH TOE should be adhered to even if In varkmos with the plan. studs shall be attached to a common member In to floor assembly with uplift connectors in TO RAFTER 2-8d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 accordance with table 3.3. ROOMS (SLEEPING) 30 3).Dimensions shall take precedent over scaled drawings. TO BOARD 21-t6d COMMON EACH EN STAIRS 40 4).WALL ASSEMBLY TO FOUNDATION: (DO NOT SCALE DRAWINGS). Fkirt wait studs shall be connected to do 1oundlefion,all plate,or bottom plate with uplift TO RAFTER I END NAIL GAURDRAILS ANY DIRECTION) 200 4).The engineer has rot been engaged for construction supervision and assumes no correctors.Steel straps shall have a minimum embedment of 7 laches In concrete WALL FRAMING: EXPOSURE CATA ...... - responsibility for construction coordinatingwfih thew plans,nor responsibility for foundation and slab-one,15 inches in masonry block ficuriftons,or lapped under construction means,methods,tachniquaw,sequences,or procedures,or -ull for sty the plate and nailed in accordance with bible 3.3b.When a" NAIL NAIL straps are tapped under the JOINT DESCRIPTION QTY. SPACING NOTES LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION procautlors and programs in connection with the work.Thom are no warranties for a bottom plate 3 inch square washes shall be used with the ardior bob.Anchor bolt TOP PLATE TO PER FACE NAIL (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOIE PAGE specific use expressed or holed In the use of thew plans. Spooling is jRbe spaced and sized In accorderm to Ube 3.2a.In addition to spacing, TOP PLATE 2-16d COMMON FOOT SEE NOTE:I NAILING SCHEDULE SEE GENERAL NOTE PAGE anchor bob are to be spaced between 6-12 inches from the end of a sill pleter and all TOP PLATES AT JOIWS FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 5).Raw to the Window and Door schedule for exterior openings. coffmo. 4-16d COMMON INTERSECTIONS EA.SIDE NAIL FIRE PROTECTION TM 0).The General Contractor Is to ermire that masonry or prefab.no fropkesemsets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24- FACE SEE FLOOR PLANS or exceeds mervubdunes specifications and epomble codes. Type I aderW sheer wok with a minimum of 7116 inch wood strudurall,panel on the exilarky STUD 2-15d COMMON O.C. NAIL (SMOKE & CO2 DETECTORS) & attached with 8d common rob at 6"o.c.at the panel edges and 12"o.c.In the field,and TRUSS DESI N LA STANDARD STICK FRAME CONSTRUCTION HEADER TO 16*D.C. FACE -QN- 7).The General Contractor is to consult with the oww for all bulftmin home 1:/2 inch gypsum wallboard an the interior attached with 5d conler nails at 7'o.c.at panel HEADER 18d COMMON ALONG EDGES NAIL ENERGY CALCULA RESCHECK 3.5 RELEASE 1 edges and I(r mc.In the field 9W be in accordance with the length requirements specified ENE TIONS such as bookcases,shelving,pantry,closets,trims,etc. z In bible 3A5". TOP OR BOTTOM 2-IN COMMON !PER 2x4 STUD END 8).Wind iced requirements shalt be Ww Into account during construction. PLATE TO STUD 13-16d CCWA40N PER 24 STUD NAIL 0).TYPE 11 EXTERIOR SHEARWALL CONNIECTIONS: BO-rTOM PLATE TO: i Type 11 exterior shearwallis sholl most the requirements of table 3.15a-b times dw appropriate 2 PER FACE NAIL FOUNDATION NOTES: :FLOOR JOIST BAND JOIST,, 16d COMMON FOOT SEE NOTE:11,2 NOW length adjLu*m- rit factors In table 3.16. END JOIST 6i BLOCKING 1).The General Contractoi wo Mom to review plans,elevations,details and notes to I determine intended holglift of Inishod floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: table 3.14 shall be permitted to be Increased when Agowaft sklowell longthe provk1lod In NAIL ML (virgin)will.Assumed bmrkV 3MOpof JOINT DESCRIPTION NO-FES 2).AN tollings to rest on undlokirbed Interior sheorwalls we used.Sheathing and,connections Ad be in acwmlaince with CITY. SPACING 2.4.4.2 and 2.2.4 respectively. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 3).Provide 1/2-expansion pd material between comms Wallis and*Ong JOIST TO: 4-fid COMMON PER TOE concrete or masonry web occuring In exterior or unheated Witerlor area. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR C4RDER JOIST NAIL GROUND WIND SEISMIC FROST WINTER 'CE'H'ELDr,. FLOOD Header andlor girder connections shall be attached with uoift connections in accordance BRIDGING 2-8d COMMON EACH TOE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS 4).Arty now conci web being attached to existing concrete structure shall with bible 3.5.Wridow 9111 plates shell be have ded oannectors In accordance with table TO JOIST END NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED be Installed with#4 re4mr,1 Ir king at 12"o.c..Use approved epoxy ibr Wististalkin. 3.6. BLOCKING EACH TOE MODERATE SLIGHT TO TO JOIST 2-fid COMMON END NAIL 45 LBS. 120 a SEVERE 3 FT. 11 5).Unless otirmwim noted,d alsibe an gnKb to be 250D p.s.L.Concrete to be TO HEAVY MODERATE 0).CATHEDRAL CEILING ASSEMBLY: poured an 4 inch#**sand or gravel fig with OKII wire mash roln1lorcing.Interior Walbs Whom a ridge is to be used as a struchirell boom,ft rafters"I 94m be notched end BLOCKING TO: 3-111d COMMON EACH TOE BILL OR TOP PLATE BLOCK NAIL to be minimum 3-1)2 Inch thick. sndxwW on top of the boom or slope connectors shall be~ad to each r0Iff0r-b)-r4P a"the ells"calling part of the building.Connections to the ridge and wall shallbe -16d COMMON be be LEDGER STRIP EACH FACE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 6).Crawl spaces to be provided with a minimum ISW4scom opening.Install we affected with the above requirements. TO BEAM JOIST NAIL MIL SPACING NAIL SPACING AT INTERMEDIATE ry 8x16 cost hm 11burAstion vent for every 150 sq.ft.of am. joisr ON LEDGER MON PER TOE SHEATHNG LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 7).Dompproof extaft of foundation w111111 bituminous coating as par notion R406 of DECK AND COVERED PORCH NOTES: 1D BEAM 13-8d COM JOIST MAIL V PERIMETER EDGE ZONE 8d COMMON @ W O.C. fid COMMON Q 6-O.C. SEE NOTES:1,3 N.Y.S.Reeldentiall Construction Code.A ii-mll poliyathylone,film shop be spolled over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END SEE NOTES:I(BOTH FIELDS) the below graft portion of exterior was prior to backfilling. All fasteners,hangers and anchors to be galivinized or stainless steel. TO JOIST 1 3-16d COMMON JOIST NAL INTERIOR ZONE fid COMMON @ 6-O.C. 8d COMMON Q 12.O.C. NOTE:2 FOR PANEL FIELD BAND JOIST TO- PER TOE NAIL IGABLE ENDWALL RAKE AND RAKE TRUSS -O.C. fid COW"Q 4-O.C. SEE NOTES:1,3 8).Doge a par sedori R405 of N.Y.S.Reeldlerdlell Construction Code. Girders for deck Oft to be bolted to 611011 Post WNh washers and nift. SILL ORTOP RATE 12-16d COMMON FOOT SEE NOTE:I J-8d-COMMON @ 4 I GWI be anchored,to a 12' 3 n ).Posto x12x12"thick concrete footing Girders on concrete piers"I be anchored with proper steel connectors anchored LJ l 164% NOTU 0-ov FRAMtNG NOTES 'Into coriorsta with a minimum 117 die x 7'long anchor bolt with washers and nuts. ROOF SI I 1110k 1).AN framing techniques and methods a9 design of 1995 SBC VOW NAIL, NAIL NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Edlb Wood Framing Construction Manuel. suppoft girders . JOINT DESCRIPTION QTY!. SPACING Use a minimum 1/2'dis x r Wq anchor bolt with wadws and nub.FootingsShall be 3 ft.below grade.Concrete plars to be used with all porchooldecks with rocle or porgulles. STRUCTURAL PANEL 8d EWER PKER TAA BLEE 3.8 1).For,roof shoollhirig w1hIn 4 IW of the perimeter edge of the rod,including 4 fed an so&M- W of the roof peak,2)..Unless otherwise,noted,all framing and structural wood materldill to be 02+BTR- WFCM-SBCthe 4 That perimeter edge zone~mens required shall be used. Douglas Fr. 4).Deck Joists to have blocking atno.c.. CEILING SHEATHING: 2).Tabulated 12 Inch o.c,rail spacing assumes sheathing~ad to ratter!trues homing members with 0-0.49. LU LU 3).Flood,web,ceilings and matters tDbe spaced at 16 inches o.c.unkin noted 5).A minimum of 10 Inch fleshing shad be installed between ft building OW lodger. JOINT DESCRIPTION NiAIL NAIL NOTES framing members with<0.42<G<0.49,ft nall spacing shall be reduced to 6 kxtm o.c. otherwise. Ledger to be fastened to building with 1/r die.bolts with washers and nuts MTY. SPACING 3).Tabulated 4 Inch o.c.nag spacing assumn sheathing to rafter/trues framing in6inbe wtthG>0.4g.For where needed. GYPSUM r O.C.EDGE 4).Unless otherwise noted,all bearing wd headers to be(2)2x10#2+BTR.Doug.Fir. WALLBOARD 5d CCOOLERS 101 D.C.FIELD :! framing members with OA2-cG<0.49,the nasi spacing shall be reduced to 3 Inches ac. Sow"wall mft to have(2)Jack studs and(2)full length skids on each"of all 6).Concrete piers shelf be a minkritim 6"above grade. operilrigs.LVL headers to how(3)Jed sludo and(2)fulloing1h skids on each side of WALL SHEATHING: ope".Bearing wall window sills*d also have(2)window sill plain for 2X4 wall 7).All Joists to be supported w0h hangers and anchors.Each Joist shell also be anchored WAIL L openings between 44aridnand 2d WWI openings between 5'11 orw A.Proms rue in girder(s). JOINT DESCRIPTION OTY. SPACING NOTES WALL SHEATHING REQUIREMENTS FOR WIND LOADS: and blocking where applicable. 8).Covered Roofs*oil be assembled and anchored!to same manner as a typical building. LOCATION STRUCTURAL AS PER TABLE 3.9 NAIL SPACING NAL SPACING AT INTERMEDIATE NOTES 8d 5).An lush boamLlhoodors to be Installed with haw SUPPORTS IN THE PANEL FIELD duty gaMntmd hangars and PANELS WFCM-SBC AT PANEL EDGES I anchors whom applicable to 80 connecting joists. PLUMBING NOTES 7/11r OSB the floor Jo30 O.C.EWE, SEE NOTES:1.3(BOTH FIELDS) 6).Double Od CCOMMON -V EDGE ZONE fid COMMON r O.C. 8d COMMON I r O.C. PLYWOOD 6"O.C.FIELD NOTE:2 FOR PANEL FIELD le up floor Joists under wells tat run parallel to Joist and under bathtubs. 1).All water supply,dratnegaL and venting 10 be metapore w per N.Y.S.Residential Floors to have ceramic via installed shall be verified for proper load capacity unless noted Coristruction Code. GYPSUM,I 5d CCDOLERS I r o.c.EDGE INTERIOR ZONE 8d COMMON Er O.C. , 8d COMMON 1 r O.C. SEE NOTE:3 WALLBOARD 10"O.C.FIELD on plans. 2).Verify septic syslaim with the Engineer for Su"County Health Department approval. NOTES 7).pmvio bioddrigAmidging in floor joists at n o.c..Use*Ad bkftft in floor Joists FLOOR SH IHING: under all bearing walls. 3).N wal sbx*plates orjolsts we cut out during IndeRallon for any pluft"related work, NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. JOINT DESCRIPTION QTY. NOTES provide adequate bracing and plates to protect and secure the structure.Verify wfth the Y. SPACING 8).Provide instilattlon be at eon verb between rafters.Indiall draft bkx*kV a state code and manufacture's recommendation lbr maximum hole we and spooling permitted. STRUCTURAL.PANELS r O.C.EDGE 1).For well*wNng within 4 feet of the comers,the 4 foot edge zone attachment requirements,shah •8d�COMIM�ONfZ needed. HVAC SYSTEM NOTES 1'OR LESS Igo O.C.FIELD be used. 9).Unless otherwise noted,all roofs and wells to have a minimum 112'thick,4-ply Fir 1).Mechanical subccrytridor is responsible for adhearing to all applicable codes old safety NQTEM 2).Tabulated 12 Inch o.c.nallapecing anum sheathing albealted to stud froming members with COX exterior sheathing grab plywood.Plywood to cover over plain and hoodem. G4.49.For framing metntiont with 0.42-*c,the nail spacings shag be reduced 10 6 Inches o.c. Mquilrefflents. THESE NOTES ARE ONLY TCO BE REFERRED TO IF 10).Unless otherwise noted use W46 thick T&G PTS Fir or Advantach plywood sultifloor 2).HVAC subcontractor Is to fully coordinate OR system data and requirerroft with to MENTIONED IN SCHEDULE?NOTES ONLY. 3).For extorter panel siding,golvinized box nab shM,be permitted to be substituted for common mails. adhered with PL400 adhesive and screwed to floor Joists.Finished Saw to be installed equipment supplier. over sublim as per manufacture's bskuc&=. 1).Nalling requilromerb are bused on well sheathing 3).HVAC subcontractor to provide Mel systain layout drawing and submit I to the General neffeel 6'on-center at ft period edge.If wd:1 aheathing 1).All beffiroorn wells to how 1/2'thick molgibeipfeiiistarit sheetrock.Garage wells and Contractor and owner for Arial review and approval. is nailed 3"on-center at ft poanel edge to obtain Now ceilings and over furnace to how W thick Mwx shostrock.AN other ports of bU!kft shear capacities,noNng requitirernents for structurw to have regular 1/2"shostrocIt.AN web 10 be taped and finiShadl. ELECTRICAL NOTES: members shoN be doubled,orr alternate commAors, such as show plotss.shall be i used to maintain load path. 12).AN mat with a pitch less than 4:12 sholl be Installed with an Ice&Water barrier or 1).An ekictrkorl to be Installed as per N.Y.S.Residential Construction Code. approved equal.Flat roofs shall be applied w1h a Fiberglas bass~we an EPDM1 2).When wall shei0ing Is conntiv tious over connected torch dam type material over. 2).AN electrical work shag be BPPV*vd by 8 quillifilld Und@mftf mombers,the tabulated numbeer of nab ohd be permitted tete reduced tot-16d rep pow kat. 13).AN sillplain andwood In contact with concrete to be procure tented.SIR PMU to 3).kldd Smoke detactore and Carbon Monoxide detectorsthroughout as per section 8317 be installed with a foam 91111 gasket and cop-r-lex termite sihield or approved equal. of N.Y.S.Rest kirft Cantruction Code. (V NE 05 ss1O CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE—TO—RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS ' RAFTER—TO—WALL RT20 APPLY TO EACH RAFTER U. fiZ APPLY TO EACH RAFTER RAFTER—TO—PLATE RT15 USE WITH SPTH4 CONNECTOR NOTCHED RAFTER RAFTER PLATE—TO—WALL STUD SPTH4 APPLY TO EACH WALL STUD ' RIDGE RIDGE 2ND. FLOOR .WALL—TO-1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD 115 HEADER—TO—JACK STUD LSTA12 APPLY TO EACH JACK STUD CRIPPLE STUD—TO—HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END 1ST. FLOOR—UNDER—SILL PLATE MSTA36 OR RS16—R WRAP UNDER DOUBLE SILL PLATE �� USE WITH Y SQUARE WASHERS TYPICAL RIDGE IQ RAFTER STRAPPII`w USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTUReS RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Q Q PROVIDE 10 SPACING �— RAFTER BETWEEN THE END-STUD ANCHOR BOLT CONNECTION AND THE 2 OTHER STUDS , . FOR ALLOWINGNG ��,eolT � FOUNdAT10W �'�.ANCHOMAMUM R ,. RAFTER. HOLDDOWN INSTALLATION . , CONNECT CORNER STUD SILL PLATE TO FOur�►TM � TO TRANSFER SHEAR SPACE1�roarr ` TOP PLATE FASTEN WITH (2) 164 siu`Pu ToNaATiaN • TOP PLATE COMMON NAILS @('O.C. M SP OR M z STORIES oC / —© WALL eOT701W PLATE To FouNDATMs 1,2 STORIES sr oc WALL STI.)D . S{DEVWALL ENDWALL USE wrTH W sctuARE WASHERS WALL STUD W LW=OR BM) TYPICAL RAFTER TQALW L MIRCOMBO- &•1" MEIV E RAMR T`Q W&L Mp CO NTN • STUD � 2ND. FLOOR WALLa KING STUDS LU 2ND. FLOORPLATE CRIPPLE STUD SUBFLOOR ` WOOD JOIST RIM BOARD HEADER • : BLOCKING WOOD JOIST 1ST. FLOOR TOP PLATES JACK STUDS GIRDERIHEADER WOOD GIRDER WOOD JOIST 1ST FLOOR WALL STUD TICAL HEADER CONNECTION JQIST FRAMING MR WOQQGIRUEB_ JOISI FRAMING FLjMH M G{ TICAL,b;ULTI-STORY CONNECTIONS 1 ST. FLOOR WALL STUD 1 ST. FLOOR PLATE SUBFLOOR SILL GASKET & WALL STUD WALL STUD RIM BOARD TERMITE SHIELD BOTTOM PLATE BOTTOM PLATE DBL. SILL PLATES ' BATHTUB SUBFLOOR DOUBLE SILL PLATE (TO OVERLAP JOINTS) DOUBLE JOIST DOUBLE JOIST + " FOUNDATION WALL P# ' FOUNDATION WALL a y ,�¢18CyF .Q DOUBLE F,�Q1ST, OR UNDER A�j4THT B Q�LE,� LFS�R.N -$ ING WALLS 1ST FLOOR TQ FOUNDATION GONNI IONS Ess+ .r �� G e i A.44 MND RESISTANT CONSTRUCTION CONNECTORS DECK 8c PORCH CONSTRUCTION DETAILS 8c WIND LOAD PATH CONNECTION DETAILS CONNECTION OCATIO:N PART NUMBER OTE.5 4x4 POST TO, FOOTING ANCHOR PA 44 OR WE44 AU44: USE wZ MIN, IAJ —lj2" DIA, x 7" AN �T 6tL x6 POST TO FOOTING ANCHOR PAU66 OR WE66 AU66: USE w/ MIN. 1Z2" x4 POST TC GIRDER/H ADER PBS44 Z PBSE44 / KC JSE ONE TYP DIA. x 7' ANCHOR T E FOR EACH POST x6 POST GIRDER HEADER PBS66 PBS 66 / KC66 SE ONTYPEFOR EACH POST 0 OST/COLUM TO GIRDER HE DER LSTA12 OR LSTA24 JSE (2) FOR EACH POST COLUMN P4 X6 POST ST COLUM T RAFTER TAR STRINC :R CONNECTION TM U26 OR MPA1 JSF ON EACH STRINGER RAFTER/JOISa —TO HEADER TYDOWN RT1 5 --JSE FOR EACH RAFTER JSE ON EACH RAFTER. MPA1 USE ONLY RAFTER TO Lt :GER BOARD TMU26 OR MPA1 qD RAFTER--o 1WHERE TMU26 CAN NOT BE USED LEDGE U. - THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. f F( LOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. .4 RIDGE NAILING SCHEDULE -40 HEADER-- X jRj 44 ROOF FRAMING: RAFTER JOINT DESCRIPTION MAIL . ISPACNAIINL G NOTES CITY RAFTER TO Ir WALL 3-8d COMMON EACH TOP PLATE VY WALL:4-8d COMMON RAFTER TOE-NAIL CEILING JOIST V WALL-3-8d COMMON EACH TO TOP PLATE 1(r WALL:4-8d COMMON JOIST TOE-NAIL JOIST TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALLCONNECTION ALTERNATIVE RAE1Q TO HEAQEB QQNN CTION PARALLEL RAFTO AS PER TABLE 3.7 EACH FACE TER WFCM-SBC LAP MAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL TOLRAAFRTER AS WPFECRM TA-BC .4 EACH FNAACILE STAIR TRE BLOCKING 2-8d COMMON EACH 'ME qD GIRDER/HEADE-k— E) TO RAFTER END NAIL SON" RIM BOARD 2-16d COMMON EACH END POST— E) RIM BOAR TO RAFTER END MAIL z WALL FRAMING: NAIL NAII - ci POST/COLUMN STRINGER JOINT DESrRIPTI,'.)N I NOTES QTY. SPACING A RIM/DECK J O I 0 TOP SAE FPEOO2-16d COMMON RT FACE NAIL TOP PLATE 0 TOP PLATES AT JOINTS FACE 41 0 STRINGER TO QECKIEQRCH CONNECTION4 4-led COMMON ION INTERSECTIONS EA.SIDE NAIL C X GIBUERLHEADEB TO POST/COLUMN CONN CTION STUD TO 2 24- FACE -116d COMMON STUD D.C. NAIL HWER TO 16d COMMON Ifir D.C. FACE HEADER ALONG EDGES NAIL POST M.—DECKIPORCU COUNES.,TION TOP OR BOTTOM 2-18d COMMON PFR 2x4 STUD END PLATE TO STUD 3-18d COMMON PER 2X8 STUD NAIL BOTTOM PLATE TO: FLOOR JOIST,BAND JOIST, 2-ted COMMON PER FACE NAIL END JOIST OR BLOCKING FOOT DECK JOIST FAMING: JOINT DESCRIPTION NAIL NAIL NOTES Lo iACI GIRDER/HEAD QTY. SP JOIST 4L-5dCOMMDN PERNG TOE '41 SILL,TOPE OR GIRDER JOIST NAIL BRIDGING EACH TOE GIRDER/HEADER-- TO JOIS r 2-ed COMMON END NAIL JOIST BLOCKING EACH TOE POST/COLUM 2-8d COMMON TO JOIST END NAIL BLOCKING TO. EACH TOE 3-18d COMMON POST/COLUMN SILL OR TOP PLATE BLOCK NAIL LEDGER STRIP 3-16d COMMON EACH FACE TO BEAM JOIST NAIL GIRDER/HEADER! E) JOIST ON LEDGER3 PER TOE TO BEAM -8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3-18d COMMON I JOIST NAIL BAND JOIST TO: U 2-led COMMON PER FOOT TOE NAIL I SILL OR TOP PLATE I OOFSH HING: GIRDER/HEADER TO POST/COLUMN CONNECTION GIRDER/HEADER TO POST/COLUMN.QQNN CTION MOIST TO RISER ZHEADER CONNECTION JOINT DESCRIPTION INAL I NAIL NOAES QTY. SPACING STRUCTURAL PANEL-1 Od FAS—PER TABLE 1.8 I WFCM-SBC DECK AND COVERED PORCH NOTES: 1).Unless otherwise noted,alf ftmkV malarial to be#1 ADO prawn Iroafad lumber. An hisleners,hangars OW anchors to be golvinlamd or stainless steel. 2).Girders ibr dock OW ID be bolled or anchored to each post or pier With walhers and nuls. Girders on concrete piers shall be anchored with proper deal connectors arch med GIRDER— ft concrete w1h a minimum 1/2"the x r"anchor bot with washers and nuts. • 3).Posts supporting~shall beand oW ID a 12"x12'x12*thick coners forting. • Use a minimum 1/7 die x 7"long anchor bolt with wasihars and nuts.Footings Shall POST—e be 3 ft.below WOO.Gkdws with mob$hall have Ir die.concrete piers Tbelow gods. WOOD JOI! 4).Deck joists to have blocking at 60 o-c.- 5).Aminimmol10inch ilashli dial be Inelialkid between thea building and ledger. CONCRETE PIE (A Ledger lo be fastened to building with 1/2-die.bob with washers and nunub'A I F\ V, 12 x`12"x`12" CONCRETE FOOT`4T GIRDER/HEAD�WOOD J 01 Sat 1fro.c. I Concrete pim shal to a m1nimum W above greets. V v � —T— I - 7).AN Plain to be supported with hangars and anchors.Each Joist shall Mm be wduW A to girder(s). ">> V POST TO FOOTING CON NEQ ION 16).Covered Roofs$hall be weembled and anchored the same manner n a typical haft. A JQ115I FRAMING,_ ELU2H WITH QtB1ffRZ-HF-ADER CLIMATIC & GEOGRAPHIC DESIGN CRITERIA C41OMD WIND SEISMIC FROST WINTER rMIELD FLOOD G18QE9 IQ CONCRETE PIER CONNECTION SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT LOAD (MPH) CATEGORY DEPTH TEMP. REQUIREDHAZARDS 45 LBS. 120 a SEVERE 3 FT. MODERATE SILIGHTTO TO HEAVY MODERATE 11 NONE ()IF NE FAA �" 5 C525 C; FLOOD ZONE CONSTRUCTION AS PER N . Y. S . RES . CODE R327 1.1 SUMMARY O R POURED A. This Section includes unit masonry assemblies consisting of the following: FOOD VENT BLOCK1. Flood vents INSTRUCTIONSINSTALLATION 1.2 QUALITY ASSURANCE 16-1/4- ROUGH OPENING A. Conforms to applicable BOCA, SBCCI, ICBO, and ICC code for automatic flood venting requirements. EXTERIOR INTERIOR }�RN S ° DOOR • ► ► • ► UPPER STRAPS LOC �T�hI S ° REMOVED ° P BEHIND WALL PART 2 — PRODUCTS o ALTERNATE 15-1/4" OPEN • ► SIDE STRAPS 2.1 FLOOD VENTS • ' v BEHIND WALL ° ° P A. General: Provide automatic opening two—way single height and double height vent activated by flood waters to relieve unbalanced lateral farces on foundation walls. .. 2— r OPEN ° ° 2"x 15-1/4- OPEN PE B. Minimum Opening: Ability to pass objects up to 3 inches (75 mm) in diameter. „ �" 8-1 4""H GH X 8-1/4 OUGH I6 4 WIDE OPENING � ROUGH OPENIN C. Size: Designed to fit openings in modular masonry construction. 3—0" N "x 15-1/4" OPEN 4 0 x 200 mm . OPEN �pE RAME DOO 1. Single Height: 16 x 8 inches ( 0 ) 16 OPEN 2. Double Height: 16 x 16 inches (400 x 400 mm). •► ► eel Type 316 formed and welded construction. ° OOR SHOWN OPEN FRAM p' ° • ► BOTTOM STRAPS D. Frame, Vent, and Louver Material: Stainless steel, yp �IN FRAME. P BEHIND WALL 1 E. Vent: Pivoting, solid insulated face, perforated face for ventilation, removable. J. , ti STRAPS GO BEHIND WALL MAX AND CAN BE BROKEN OFF AT SLOTS TO AVOID • ► 1. Free Area (Ventilation): 1/4 inch (6 mm) square perforations; single: 50 sq. in. (0.032 sq. m.), OBSTRUCTIONS ' � double: 100 sq. in. (0.064 sq. m.). ► 2. Free Area (Flood Relief): single 200 sq. in. (0.129 sq. m.), double: 400 sq. in. (0.258 sq. m.). EXTERIOR VIEW FINAL GRADE • ' 3. Louvers: Automatic ventilation louvers with bimetal operator. SIDE SECTION VIEW 4. Vent Operation: Sealed float releases vent on rising and falling water. F. installation Anchors: Stainless steel straps, four for each vent. No installation tools required. 1. Prepare a CLEAN 16-1/4" wide by 8t--1/4" high rough opening for each vent (1 block wide x 1 block high) G. Maintenance Tools: Requires thin blade to release float pins. with the bottom of the hole no more then 12" above finished grade. itfrom pointed end. 2. Measure wall thickness and bend (more than 90 ) 4 straps at nearest slot to the measureme 3. Remove door from frame. turn upside down, one of the fotlowFng: rotate bottom of door outward and slide out of slots) H. Products: Subject to compliance with requirements, provide 4. Insert two straps into two top sets of .slots in frame from rear. After pushing teeth through rear set slots, ONLY PUSH STRAPS ONE CLICK INTO FRONT SLOTS. Straps should have bent legs pointing up; 1. Smart VENT manufactured by Smart VENT, Inc. 5. Caulk may be applied behind front frame Pian e. Tilt frame so top goes into wall opening first with strap legs &% Zggoing behind wall above opening. Push frame into opening so front flange is tight to face of wall. going through frame opening and install two bent straps through two bottom sets of slots in frame, trapping wall PART 3 — EXECUTION between front flange and bent strap. Squeeze all straps tight. Frame should be flush to wall face and secure. -- 7. Check that frame is square and slots are clear of d bris, mortar an caulk. into frame b grasping bottom of door with plastic pins and front with smaller squares) facingup. 3.1 FLOOD VENT j 8. Install door 9 P 9 Slide door into frame such hat metal pins on each si a slide into slots on sides o frame. Let the door slide down following the path of the slots, until they are at the bottom of the slots in the dimples. A. General: Install flood vents in accordance with manufacturer's instructions, spaced evenly around foundation 9. Let the bottom of the door go so that the door rotates down into the frame. Check that door is latched an both sides. perimeter, maximum 12 inches above grade to bottom of vent. 60w Z B. Install one single height flood vent for every 200 sq. ft. of enclosed space below fl=ood plain. C. Install one double height flood vent for every 400 sq. ft. of enclosed space below flood plain. D. Adjust flood vents for proper operation. V41 NEw yo scyFr�' Cl) - . 0525,E 7.. C, .Jc. •`,t :;, .,� 7 J r.1.1" ... F �.,"� ti;' ,^4 ', A. w 14 414 r.r4Fe1 i "'"' p'- p'", } �l....•�r !'" j 14. I�C[d " gqr ►yam :,, ? 1 t yrs j y^,',#"", 1 !OTO 1,.^', ` d .a,e''r °.'3 <.,.r1r'+.,.� ,r,.- aM ! - �.,�.mo```w.,., , S 1 ' _ PLU BIN d WAl"ER i�11145"f 4-- - - 6*1 _ � . . - „ . .. ._...�............. ..__--.____.-._.,..-....,._..,._..,.- ..,... ,. . ... .. . ._ ;. _. . ....... ....._. ._.-_...,,,_.. ,,..._.�._._,.�. _ ,_.. - �,,..�=r _.� ..� RING �```� �:�ESI`JNG 8Ef0�E PLUMBER CERTIFICAT[DN . - - m ONCE10 ?1ENTBEFJRE NCY ER7IRtCATEdOGUPA SOWER-USED IN WATER ` .4----- T.,__ ___�_.�. �_� � .� � l> � SU1 ,4 Y SYSTEM CANNQT 2110 OF I%LEAD RETAIN r . I a STORM WATER RUNOFF PURSUANT �. T TO CHAPTER 236 �.�. OF THE TOWN CODE lip r - -- ,_ �-x � 41 f 7-7 41 , M i I •+ I' .;-„ _,,, j2>(i oio !_ .. �.{+- C... { I '^„ ' �• m ' d x.. �„�..5• ,W,..., ^,� .. ..: r�- { r'" 1, 1 r'w'CcI �.e F lrr-1'� !`�•� 7 4Y,.f Li a ` E I IGa Y'" s,► ,r ice: nr t ELECTRICAL .....�. [ , INSPECTION � .'I"ICxN m �I.I ED �d OCCUPANCY OR �.�t ! i USE I S L { UNLAWFUL CERT .�__ __._��. � WITHOUT fFICATE 0 OCC UPANCY , 12 tipAC _ }- 4f COMPLY WITH ALL CODES OF NEW YQRK STATE & TOWN CODES, AS REQUIRED AND CONDITIONS OF SOUTHOLD TOWN'ZBA y I 1 X t r �'I3 SOUTHOLD TOWN I „ .� 0 PLANNING BOARD !I.L SOUTHOLD TOWN TRUSTEES ! I I ! -,-� N.Y.S. � � �.�.._.__ DEC �r APPROVED ASAOTED g -- —---- M_.. .w._ , _ _., __.._ __ _._ __ _ __ � _ P. P+ d”d NOTIFY'', BUILDING DEPARTMENT AT L I 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED dt { I FOR ;POURED CONCRETE I 2. ROUGH - FRAMING & PLUMBING ' .�..-..._......... ___ `�.! I c7 _ ll� 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. I i ALL CONSTRUCTION SHALL MEET THE + ! REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN 'OR CONSTRUCTION ERRORS. LA Orr r �FTik` r} SCALE: k A APPROVED BY: DRAWN BY CL DATE: n Santora • fi� 5i ewhowil ml nti l nem ner � !L a. a525 ,� , Er ee lZa" sem, r�,r i" dFE8S10N� 63�" t� 9 Cut-choeue, 1�1 1 ''� aRwwt a Htr a R cF , �1 '," .�� � V Wi ! . ts1 �-4 PX F jJ � l � :.'; ` , k i�. C '. 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"°' �� �_ , V ems ; r .� r - k 40 is ' 1 y �f - Q i L � d ! �I T i- , tt i C � ,, , 1, �• f .� i .� . 7 jQ 41 y,. • � � _ }.� ���,�� + ! , 1 U f ( t y �> 17 O M M,l t o T��- , Zi y . ` P ! { 9 t nt F ,, r� Y f_ t � 60 VIA �,y� Y.��- :'-�,a, 1 cam- , t.. �- ' ` E ! 1- Gil t __ — _ ._ y �L_ z v' T R& f' 1= 1�� fi w� = �—F , Nei - �-i , U to - -___._ - - _ w 5 � <1 w wit h� f ... X t \� i �! � � L� rat'✓ ��: C`� � �`f('Mp�:k�,,, , i ,. ._ .__._., ell 1z LA -,.�yy. ." - ✓ _- •I \�_.. - �, ' ---�-- �P �F,Sv # , APPROVED BY SCALE -. I PJB DRAWN By ~ : L. ,� tl ,/ a` ._ # DATE' Jose h Fischetti, PE _ Eileen Santora • Residential Designer p 1725 Hobart Road • 5outhold, NY 11971 631-734-2794 • Cutcho ue, NY P� 9� ESS1ON tf� f ' ' DRAWING NUMBER ti g 631-765-2954