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Home My WebLink About42227-Z ��O�OSUFfOI,fCaG�� Town of Southold 5/8/2019 a P.O.Box 1179 o • ; 53095 Main Rd 4 �aO�j Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40363 Date: 5/8/2019 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 280 Basin Rd, Southold SCTM#: 473889 Sec/Block/Lot: 81.4-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/21/2017 pursuant to which Building Permit No. 42227 dated 12/11/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Mazza,Joseph&Laura of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0192 03-28-2019 ELECTRICAL CERTIFICATE NO. 42227 04-15-2019 PLUMBERS CERTIFICATION DATED 04-11-2019 fNd Piecuc 00 ' e Signature �guFFnt,r�, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Pio ao�r 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#: 42227 Date: 12/11/2017 Permission is hereby granted to: Mazza , Joseph 8 Longview Rd South Salem, NY 10590 To: demolish portion of dwelling and to construct additions and alterations (non-substantial improvement) to existing single-family dwelling as applied for with flood permit per DEC Non-Jurisidiction letter, SCHD & Trustee approvals. At premises located at: 280 Basin Rd, Southold SCTM # 473889 Sec/Block/Lot# 81.-1-19 Pursuant to application dated 11/21/2017 and approved by the Building Inspector. To expire on 6/12/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $788.80 Flood Permit $100.00 CO -ADDITION TO DWELLING $50.00 Total: $938.80 i nspector J Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. r 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. September 22, 2017 New Construction: Old or Pre-existing Building: (check one) Location of Property: 280 Basin Road Southold House No. Street Hamlet Owner or Owners of Property: Joseph and Laura Mazza Suffolk County Tax Map No 1000,Section 81 Block 01 Lot 19 Subdivision Filed Map. Lot: Permit No. Date of Peninit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ �t 1 pplicant Signature pF SO(�T�®� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Cr Q �► ® Southold,NY 11971-0959 �® roger.richertR-town.southold.ny.us ®�yc®U9�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Mazza Address: 280 Basin Rd City: Southold St: New York Zip: 11971 Building Permit#. 42227 Section 81 Block: 1 Lot* 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1 st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 29 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 8 Smoke Detectors Main Panel A/C Condenser 4 Single Recpt Recessed Fixtures 14 CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches R26 Twist Lock Exit Fixtures TVSS F1 Other Equipment: 3-paddle fans, 2-bath fans, 1-24 inch under cabinet light, 4-ARC fault circuit break, 1-combination GFCI/ARC fault circuit breaker Notes: Inspector Signature: Date: April 15 2019 81-Cert Electrical Compliance Form As Town Hal!Annex , APR 1 1 2019 e1 phone(631).765-igm 54375 Main Road Fax(631)-765-9502 =' P.O.Box 1179 G _ Southold,New York 11971-0959 .r.M TOWN OF SOUTilOZZ TOWN OF SOUTHOLD -CERTIFICATION = - Date: Building Permit No. q7_7 2,7 Owner. /`'lA ZZA - (Please print) Plumber: - (Please print) I certify that the solder used in the water supply system contains less th_ an 2/10 of 1% lead. lumbers Signature) Sworn to before me this _ TRACEY L.DWYE R - I NOTARY PUBLIC,STATE OF NEW-YORK day of 1 1_ 201 NO-01 DW63Q6900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2j2a�O t - Notary Public, SUt'l d County vz� OE SOUI'yo� # TOWN OF SOUTHOLD BUILDING DEPT. co765-1802 INSPECTION [ F NDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Ow �ft4 vo�l N ;vvx o nD✓ �o DATE !0 3 ,B INSPECTOR of soulyo h� 'o * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT CIV [ ] FOUNDATION 1ST [ ROUGH PLRG. [ ] UNDATION 2ND [ ] INSULATION [Vf FRAMING;/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R MARK • Not, N" U o �) n�kt7 rCY"AVV,-' DATE 1 INSPECTOR hO�aOF SO(/Tyo� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1STv [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION KELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE ` INSPECTORc `�-� �vvv� OF SOUTy�� # TOWN OF SOUTHOLD BUILDING DEPT. °`ycou765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] R UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT.CONSTRUCTION , [, FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: DATE INSPECTOR �o�aOF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION , [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE t I INSPECTOR Li a souTy h0� Olo TOWN OF SOUTHOLD BUILDING DEPT. coom, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROLJIGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: i DATE G INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) H Is ------------------------------------- �r® � WX FOUNDATION (2ND) 119!bp O ROUGH FRAMING& PLUMBING :57 H 1 7 1 `ory 0 J W94. INSULATION PER N.Y-. H STATE ENERGY CODE 1 d O� FINAL ADDITIONAL COMMENTS -.201:7 ?L re(*, q I 1$0 7;1 wo6l &�!�a7 Al-AN 0 lz rn ;u r ox a- 1 - MCA fina-Z A 4- 11- N ?d f -1 e !" y �O O H t � Q b � y 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 V TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey ✓ SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form .i N.Y.S.D.E.C, ✓ Trustees ✓ Flood Permit Examined—a 20—U Storm-Water Assessment Form ✓ Contact: Samuels & Steelman Architects Approved 20 Mail to; 25235 Main Road Disapproved a/c utc ogue, NY 1193b —:A Phone: 631 734-6405 Expiration 20 D Ef, fTVIM 5 BQA Ins ctor J PLICATION FOR BUILDING PERMIT NOV 2 1 2017 Date September 22, 20 17 INSTRUCTIONS a. T10s7C0 - 1b0completely 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 r areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant, Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall-be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances, building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Sigilfiture of applicant or name,if a corporation) 25235 Main Road Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Architect Name of owner of premises Joseph and Laura Mazza (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will-be'done;_.t._ 280 Basin Road �_ '� SoUthol"d House Number Street' 1 'i'' i '' ' �; .=1= fI�'tn`k6i ' -D County Tax Map No. 1000 Section 81 v,:' 1Qck;;, e .;: t-r i;i,SE.F" Lot 19 Subdivision ---- -- F.iled_ VIa 'No. -- Lot ---- 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY RESIDENCE b. Intended use and occupancy Same 3. Nature of work(check which applicable):New Building Addition X Alteration Repair Removal Demolition X Other Work (Description) 4. Estimated Cost ---- Fee --- (To be paid on filing this application) 5. If dwelling, number of dwelling units one 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 87'-6" Rear 87'-6" Depth 391-211 Height 26'-6" Number of Stories two Dimensions of same�structure with alterations or auditions: Front Z,P" ' Rea Depth -g _Height- Number of St6ri65 +wo t is � �t�, s 8. Dimensions of entire new construction: Front Rear L11 q Depth rh`1✓!D Height 1,( it Number of Stories tul0 9. Size of lot: Front 150' Rear 150' Depth 204.62' , 10. Date of Purchase 2011 Name of Former Owner Keitt 11. Zone or use district in which premises are situated R - 80 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO- X— 13. Will lot be re-graded?YES X NO Will excess fill be removed from premises? YES^X_NO Joseph & Laura Mazz 8 Longview Road 914 216-1861 14. Names of Owner of premises Address Sout Salem,NY 105None No. Name of Architect Tom Samuels Address 25235 Main Rd Cutcho ne No 734 64[15 ' Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of tidal wetland? * YES X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. (see attached: Letter of No-Jurisdictior), and Southold Town Trustees Wetland Permit 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_X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) Suffolk SS: COUNTY OF ) Tom Samuels being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Architect (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this M MCKISSICK day of AJ veM Zs 2 �oRIEN NOT IC-STATE OF NEW YO No.01 MC634 ublic igna*ofApplicant Oual'fled in Suffolk County My Commission Expires May 23,2020 917 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.9075 DATE: AUGUST 16,2017 ISSUED TO: JOSEPH&LAURA MAZZA } PROPERTY ADDRESS: 280 BASIN ROAD, SOUTHOLD .r SCTM# 1000-81-1-19 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 16, 2017, and in consideration of application fee in the sum of$250.00 paid by Joseph & Laura Mazza and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish 570sq.ft.of existing westerly one-story section of existing dwelling; construct new 719sq.ft. (footprint)westerly two-story addition situated no further seaward than existing; remainder of existing dwelling,pool,terrace,and porches to remain; and to install an additional septic system with existing to remain to accommodate new addition; and as ;. depicted on the site plan prepared by Samuels&Steelman Architects,dated June 29,2017,and stamped approved on August 16,2017. 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 ofthis date. f. FF114, r - Michael J. Domino PresidentS0 Town Hall Annex�� UTyO John M.Bredemeyer III,Vice-President O l 54375 Route 250 P.O.Box 1179 Glenn Goldsmith J l Southold,New York 11971 A. Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 �01y��UNT`I BOARD OF TOWN TRUSTEES APR TOWN OF SOUTHOLD 8 2019 CERTIFICATE OF COMPLIANCE �1 a.„ , 16 D # 1567C - Date: April 17, 2019 THIS CERTIFIES that demolition of 570sq.ft. of existing westerly one-story section of existing dwelling; construct new 719sq.ft. (footprint)westerly two-story addition situated no further seaward than existing: remainder of existing dwelling pool,terrace, and porches to remain; and to _abandon and fill existingsanitarsystem and install a new septic system landward of dwelling and relocate an existing drywell to accommodate new system; At 280 Basin Road,Southold Suffolk County Tax Map#1000-81-1-19 Conforms to the application for a Trustees Permit heretofore filed in this office Dated July 6,2017 pursuant to which Trustees Wetland Permit#9075 Dated August 16, 2017,was issued and Amended on November 15,2017 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 demolition of 570sq.ft. of existing westerly one-storX section of existing dwelling; construct new 719sq.ft. (footprint)westerly two-story addition situated no further seaward than existing, remainder of existing dwelling pool,terrace, and porches to remain; and to abandon and fill existing sanitary ystem and install a new septic system landward of dwelling, and relocate an existing dWEell to accommodate new system. The certificate is issued to JOSEPH&LAURA MAZZA owners of the aforesaid property. —�q�j Authorized Signature New York State r---partment-of Environmental :)nservation Division of Environ:.,antal Permits, Region One Building 40-SUNY, Stony Brook, New York 11790-2356 Phone: (631) 444-0365 • FAX: (631) 444-0360 Website:www.dec.state.ny.us Erin M.Crotty Commissioner LETTER OF NO JURISDICTION -TIDAL WETLANDS ACT Patricia &John Keitt March 25, 2004 300 East 5e Street, #29G New York, NY 10022 Re: Application #1-4738-00177/00010 Keitt Property, 280 Basin Road, SCTM #1000-81-01-19 Dear Mr. & Mrs. Keitt: Based on the information you have submitted the Department of Environmental Conservation (DEC) has determined that the property landward of the pre-existing (prior to 8/20/77) bulkhead as shown on the survey prepared by Joseph A. Ingegno last revised on February 18, 2004, is beyond Article 25 (Tidal Wetlands Act)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. Be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15'to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Mark Carrara Permit Administrator cc: En-Consultants, Inc. MHP file U.S!DEPARTMENTOF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No 1660-0008 Expires March 31,2012 Federal Emergency Management Agency National Flood Insurance Program Important- Read the instructions on pages 1-9 SECTION A-PROPERTY INFORMATION Foy Insurance,Cd_m_pany,Use- Ai. Building Qwner's Name P611c7l Number .3:�0 1,' AAC, A2. Building Street Address(including Apt.,Unit.Suite,and/or Bidg.No or P O.Route and Box No. Cbmp6hy NAIC Nuihbd Z.$0 suSi1( City SJ j,10 1_ Stale AL'i ZIP Code 17 A3. Properly Desccriplio (Lot and Block Numbers,T x Parcel Number,Legal Description,etc) 7 SJY�o��i ��. s A4 Building Use(e.g,Residential,Non-Residenl.iaf,Addition,Accessory,etc.) c A5 Latilude/Longitude:LaL 411-Oz-��S'" fJ Long -7V 44 jS-- �✓ Horizonlal Datum' ❑NAD 1927 NAD 1983 A8. Atiach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance A7 Building Diagram Number_ A8 For a building with a crawispace or enclosure(s) A9 For a building with an attached garage: a) Square footage of crawispace or enclosure(s) 4e3J sq It a) Square footage of attached garage R sq R b) No.of permanent flood openings in[tie crawlspace or b) No of permanent(food openings in the atlacheo garage enclosure(s)within 1.0 foot above adjacent grade 0 within 1.0 fool above adjacent grade Al fi c) Total net area of good openings In A8.b / sq in c) Total net area of flood openings in A9 b sq in d) Engineered flood openings? F1 Yes No d) Engineered flood openings? [:]Yes P'No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number 62.County N e B3 State � Ne rA V� i Map/Panel Number K.Suffix B6 FIRM Index 67 FIRM Panel B8 Flood B9 Base Flood Elevation(s)(Zone w Dale Effective/Reviser)Dale Z9ne(s) AO,use base hood depth) [3ZGJC03C,0i6-7 Ute, X zl 810. Indicale the source of the Base Flood Elevation(BFE)data or base flood depth entered in Vern B9 ❑FIS Profile '(`y�'{FIRM Community Determined ❑Other(Describe) 611. Indicate elevation datum used for BFE in Item B9 ❑NGVD 1929 WNAVD 1988 ❑Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes j No Designation Dale ❑CBRS F1 OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on, ❑Construction Drawings' ❑Building Under Consliuclioim• Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. q C2. Elevations-Zones At-A30,AE,AH,A(wflh BFE),VE,Vi-V30,V(with BFE),AR,ARiA,AR/AE,AR/A1-A30,AR/Atm,AR/AO Complete Items C2 a-tm below according to the building diagram specified in Item A7, Use the same datum as the BFE /}'✓ '� Benchmark Utilized c.-P.5. Verlical Datum Ji Conversion/Comments _ Check the measurement used , a) Top of bottom floor(including basement,crawispace,or enclosure floor) 37 Zfeel• ❑meters(Puerto Rico only) b) Top of the next higher floor ?.1 .�� feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) 2 0J,-[Z feeb ❑_ maters(Puerto Rico only) d) Attached garage(top of stab) JJ []feet U meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building feel ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) 9 Lowest adjacent(finished)grade next to building(LAG) feet ❑meters(Puerto Rico only) p g) Highest adjacent(finished)grade next to building(HAG) feet meters(Puerto Rico only)_�— ❑ h) Lowest adjacent grade at lowest elevation of deck or stairs,including _ 118. -7-0 feet ❑meters(Puerto Rico only) structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification Is to be signed and seated by a land surveyor,engineer,or architect authorized by law to certify elevation 4.- r ,\ information. I certify fliat the information on this Certificate represents my best efforts to interpret the data available. Vk l un erstand that any false statement maybe punishable by fine or imprisonment under 18 U.S.Code,Section 1001. �� j NFT C Check here if comments are provided on back of form. Were latitude and longitude in ection A provided by a licensed land surveyor? Yes ❑No Cerlifier's Name _-1 License Numbers ct7. Tille CompanyPame I Lqn SVi yP JOr 1a.. Ih�f r�J!LJfn � LCI�CJ Stale IP Code �i r' Address o o ( city JG at Aa !/ � 119 X17 D Signature Dale Ic I Telephone f 7 Z, ?�o I 4' FEMA Form 81-31,Mar 09 See reverse side for continuation. Replaces all previous editions +i r IMPORTANT: In these spaces,copy the corresponding information from Section A. For Insurance Company-Use. Building Street Address(including Apt,Unit Suite,and/or Bldg.No)or P O.Route and Box No Policy Number eJ !A City State ZIP Code Company;NAIC Number Sa"11 r;1VI Nzr,l V��k h 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 // CommentsAt &J�i1�tPG Se.'✓,Gln , /eSf,�.r Ur in L b-,«Mc'�� Q� e-lC✓. TL,, a!- cz,,J'Anc/ odkq Seleu. /91.5- �L. Signature /l Date r0 7 a f ❑ Check here if attachments G� SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT P;:Q1 11PPril FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B. and C For Items El-E4,use natural grade,if available. Chuck 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). ❑above or ❑below the HAG a)'Top of bottom floor(including basement,crawlspace,or enclosure)is _ ❑feet ❑meters b)Top of bottom floor(including basement,crawlspace,or enclosure)is _ ❑feet ❑meters ❑above or ❑below the LAG E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pajqes 8-9 of Instructions)•the next higher floor (elevation C2.b in the diagrams)of the building is _❑•feel ❑meters ❑above or LJ below the HAG. E3 Attached garage(lop of slab)is ❑feet❑meters ❑above or n below the HAG. E4 Top of platform of machinery and/or equipment servicing the building is _❑feel ❑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 wills 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 hest of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments i SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A.B,C(or E), and G of this Elevation Certificate Complete the applicable item(s)and sign below. Check the measurement used in Items G8 and G9. Gi. ❑ 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 Or 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 budding ❑feel ❑meters(PR) Datum— G9 atum G9 BFE or(in Zone AO)depth of flooding at the budding site [--]feet ❑meters(PR) Dalum G10.Community's design flood elevation ❑feet ❑meters(PR) Datum Local Official's Name Title Community Name Telephone Date Signature ; Comments ❑Check here if attachments FEMA Form 81-31,Mar 09 Replaces all previous editions ; f r APPLICATION • PAGE 1 of A —` TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION niis form is to be filled out in duplicate. SECTION IGENERAL PROVISION APPLICANT to read and si I. No work may scan until a permit is issued. 2. The permit may be revoked if any false statements are made herein. 3_ If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements, T Applicant herby-gives consent to the Local Adminhtrator or his/her representative to make reasonable inspections required to verify compliance. 8. i,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO THE BEST OF MY KNONVLEDGE,TRUE AND NACCURATE. DATE /2 (APPLICANTS SfG*ATURE) SECTION_2: PROPOSED DE LOPMENT (To be completed,bv APPLICANT] NAME ADDRESS APPLICANT�(�T BUILDER ENGINEER „g�t?�ECT LOC�TIOPI: ; To avoid delay iu processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. ?crlH toop ?i c!- DA&LtAt Sou x� � FDP(93) I APPLICATION, • PAGE 2 OF 4 ---- DESCRIPTION OF WORK (Cbeck all appGcabic boxcs)- A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE 0 New Structure Residential (1-4 Family) Vdditiou ❑ Residential (More than 4 Family) vz[�Alteration ❑ Non-residential (Flood proofing? © Yes) 0 Re-location ❑ Combined Use (Residential & Commercial) ❑ Demolition ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park'? ❑ Yes) ESTIMATED COST OF PROJECTS > WO B. OTHER DEVELOPMENT ACTIVITIES. El Fill ❑ Midmg O Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) 0 Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage improvements (Including Culvert Work) 0 Road, Street or B dge Construction ❑ Subdivision (New or Expansion) r *1ndividual Water or Se r System ❑ Other (Please Speci7y) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. E{;TiON 3. FLOODPLAIN DETERMINATION fro be eomnleted by LOCAL ADMINISTTORI The proposed development is located on FIRM Pascal No' , Dated The Proposed Development: 13 Is FM located in a Special Flood Lazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). 13 Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL} 0 Unavailable O The proposed development is located in a floodway FBFM Panel No. Dated ❑ Sec Section 4 for additional instructions SIGNED DATE A..PPLICATION PAGE 3 OF 4 SECTION 4 ADDITIOL4AL INFORMATION REQUIRED (To be completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checkcd below before the application can be processed Iii/A site plan showing the location of all eaasting structures, water bodies, adjacent roads, lot dimensions and proposed development. 0 Development plans,drawn to scale,and specifications,including where applicable:details for anchoring structures,proposed elevation of lowest floor(including basement), types of water resutamt materials used below the fust floor,details of floodproofing of utilities located below the first floor and details of enclosures below the fust floor. Also 0 Subdivision or other developmcat plans (If the subdivision or other development exceeds 54 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they art- not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations. ©Top of new fill elevation Ft. NGVD (MSL). 0 Fioolroofing protection level (non-residential only) Ft.•NGVD (MSL). For floodljroofed structures, applicant must attach certification from registered engineer or architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting�rhis finding must also be submitted. Cl Other: SECTION 5 PERMIT DMRMINATION ('1'o be cotnnlete y LOCAL AUMINISI'RA'TORI I have determined that the proposed activity. A_13 Is B.❑ Is not is conformance with provisions of Laval Law , 19 The permit is issued subject to the conditions attached to and made pan of this permit. SIGNED , DATE If BOX A is checked, the Loca3 Administrator may issue a Development Permit upon payment of desipated fee. ff ffQ2 Bis checked, the Local Administrator will provide written ritten summary of deficiencies. Applicant may revise and resubmit_ an application to the Local Administrator or may request a bearing from the Board of Appeals i APPLICATION a PAGE 4 OF 4 APPEALS Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Conditions SEMON G: AS-BUILT ELEVATION, To be submitted by APPLICANT before Certificate of Com liancc is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete l or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor,including basement(in Qoastal Hi_gh_Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL)- SS,% NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. ECTiON 7 COMPLIANCE ACTION (To be completed v ADM Ni TRAT R The LOCAL ADMINMTRATOR will complete this section as applicable based oa inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPP-CTIQNS: DATE BY DEFICIENCIES? 0 YES 0 NO DATE BY DEFICIENCIES? 0 YES 0 NO DATE BY DEFICIENCIES? O YES ❑ NO SECTION $ CERTIFICATE OF COMFLIANCE(To be completed by LOCAL ADMINISTR&T-M Certificate of Compliance issued: DATE: BY: • 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 Cl EXISTING BUILDING O VACAN7 LAND 'THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: -K A. COMPLIANCE IS HE, CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19-1 AS MODIFIED' BY VARIANCE # , DATED SIGNED: DATED: CIC(93) Legend Untitled • Write a description for your map. 0.2 PCT ANNUAL CHANCE FLOOD HAZARD 21 Baisin '• AE .O Feature 1 VE 280 Raisin Rd ` gasm Rd jr�ly Google Earth N C)2017 Google 200 f i Scott A. Russell SUPERVISOR ( i �j A� I��l[A\1�A\G]EI��1[]E1�T S5 Main R D TOWUTHOHALL ,NEW ox 1179 0- r Town of Southold R3095 Main Road-SOU THOLD,NEWYORK 11971 Ol � CHAPTER 236 - STOR.MWATER MANAGEMENT WORK SHEET NOV 2 2 2017 ( TO BE COMPLETED BY THE APPLICANT ) DOES TMS PROJECT INVOLVE ANY 01F TM FOLLOWING. Yes No (CHECK ALL THAT APPLY) ❑E6 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. , ❑913. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department wltS-your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. : 1000 Date District NAME: Tom Samuels 81 01 19 9/22/17 �titi� Section Block Lot '�0 *`**FOR BUILDING DEPARTMENT USE ONLY**** Contact Information, 631 734 6405 rtNO—a..b.i Reviewed By: — — — — — — — — — — — — — — — — Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — 280 Basin Road Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Southold, NY 11935 Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.0: 1000 Ttep t,o.�,Design Professional,Agent,�,tf.�.�> Bost k CHAPTER 2 6 81 01 19 Stonnwater Management Control Plan CHECK LIST Tom Samuels Section Block Lot x S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: . `� * The applicant must provide a Complete Explanation and/or Reason for not providing 734-6405 9/22/19 all Information that has been Required by the following Checklist! llR Tdq*-M-bc 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST NO NA If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location&Description of Property Boundaries X0 b. Total Site Acreage. x 0 c. Existing-Natural&Man Made Features within 500 L.F. X of the Site Boundary as required by§2ss-17(c)(z). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. X a include no a limited O: e. Limits of Clearing&Area of Proposed Land Disturbance. x A well maintained Construction Entrance, f. Existing&Proposed Contours of the Site (Minimum 2Intervals) x 0 Wire-Backed Silt Fencing,stabilization & g. Location of all existing&proposed structures,roads, .Ppding of exposed and/or inactive soik driveways,sidewalks,drainage improvements&utilities. X h. Spot Grades&Finish Floor Elevations for all existing& x 0 proposed structures. 1. Location of proposed Swimming Pool and discharge ring. OX 0 I Location of proposed Soil Stockpile Area(s). X 0 DRAINAGE IN SPE k. Location of proposed Construction Entrance/Staging Area(s). X 00Contact TOS Engineering at 765-1560 e fore 1. Location of proposed concrete washout area(s). x 0l3ackfill. og Provide Engineer's Certification m.Location of all proposed erosion&sediment control measures. = thlat theinstalled to Code. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch x rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to a. Erosion&Sediment Controls. =X1 0 0 b. Construction Entrance&Site Access. L X ] Asting site ent driveway c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) X D d. Leachiniz Structurev . infiltration basins,swales,etcJ x not required ****FOR ENGINES NG D PART U NLY**** Additional Information is Require� �' Reviewed& ® Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: / T i SMCP has been approved by the Engineering Department. FORM * SWCP eck List-TOS MAY 2014 r I - � FFpt,�c BUILDING DEPARTMENT- Electrical Inspector �i TOWN OF SOUTHOLD Town Hall Annex- 5475 Main Road - PO Box 1179 o • Southold, New York 11971-0959 p� Telephone (631) 765-1802 - FAX (631) 765-9502 roper.richert(&town.southoId.ny.us I APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: l��,rt+ Date: Company Name: &45c r c / e, Name: ICciTi+ License No.: 3 J0/1 - me, email: AO&f/ eas -1 & ya&V c Address: ` ,QD Soc.T Phone No.: &31 - 7& -I V.2 JOB SITE INFORMATION: (All Information Required) I Name: C-CIP FAUCe Address: 44- sO LY i 1-16 Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) j r �L%() j II� Circle All That Apply: 4 Is job ready for inspection?: YES / 61 Rough In Final Do you need a Temp Certificate?: YES /( I Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: i PAYMENT DUE WITH APPLICATION i Request for Inspection FormAs I ' D [EC[E0'V[E Q OEC - 62017 S A M U E L S & Buimm mBrr• S T E E L M A N Tow i moz mom December 4, 2017 0 M • Southold Town Building Department Main Road Southold, NY 11971 Re: Mazza Residence 280 Basin Road, Southold, NY SCTM# 1000-81-01-19 Attn: Amanda Wanamaker Attached find a FLOODPLAIN DEVELOPMENT PERMIT APPLICATION, filled out and signed by me, and a copy of the surveyor's ELEVATION CERTIFICATE, for your review. The existing residence totals 3,508 square feet plus exterior porches and structural decks, all recently renovated, and has a market value of'over$1,300,000. The proposed two story addition, which would replace an existing 578 sf, one story two bedroom wing, totals 1,425 sf, and the cost of construction shall be $495,000, or less than 50% of the value of the existing structure. This value was established by competitive bidding. Therefore, l hereby certify that this project is a non-substantial improvement, costing less than fifty percentxof the market value of the existing structure. Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. Sincerely, Samuels and Steelman Architects �oF pAEW YoR,� C,.SAhy&. a Tom Samuels, R.A. 0 T[RED RG�� ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 S A M U E L S & S T E E L M A N November 21, 2017 Southold Town Building Department Main Road Southold, NY 11971 Re: Mazza Residence 280 Basin Road, Southold, NY SCTM# 1000-81-01-19 We would like to apply for a Southold Town Building Permit for the Mazza Residence. This project is for the demolition of an existing 570 sq. ft., one-story, two bedroom wing and construction of a new 719 sq. ft. bedroom wing and a new sanitary system. Attached documentation includes the following: 1. Building Permit Application 2. Four (4) sets stamped Construction Drawings 3. Red-stamped SCDHS permit 4. Southold Town Sanitary permit 5. Southold Trustees permit 6. NYS DEC permit 7. Erosion, Sedimentation & Storm-Water Run-off Assessment Form 8. Two (2) sets of Stormwater Management Plans 9. REScheck Version 4.6.3 Compliance Certificate 10. Application for Certificate of Occupancy Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. Sincerely, Samuels and Steelman Architects $�"Kc Tom Samuels, R.A. ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 G t " I Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY 11935 July 23, 2018 D LCO R Southold Town Building Department Main Road JUL 2 3 2013 Southold, NY 11971 BUILDING DEPT. Re: Mazza Residence 280 Basin Road, Southold, NY SCTM# 1000-81-01-19 Building Permit#42227 j Attn: Amanda We are in application to amend the existing above referenced Building Permit for the Mazza Residence. This amendment is for a change to the existing sanitary system. Additional requested attached documentation includes the following: 1. Southold Town Trustees permit showing-sanitary system as applied for Please get back to me with any questions or concerns. If complete, please prepare the amendment to the permit, and contact my office for pick up . Sincerely, II , Tom Samuels, R.A. i i i i S A M U E L S & S T E E L M A N June 28, 2018DD Southold Town Building Department JUN 2 9 201 Main Road Southold, NY 11971 BUELDIldiG DEPT. Re: Mazza Residence TOWN off'sofiT$GLD 280 Basin Road, Southold, NY SCTM# 1000-81-01-19 Building Permit#42227 We would like to amend the existing Southold Town Building Permit for the Mazza Residence. This amendment is for the change to the existing sanitary system. Attached documentation includes the following: 1. Four (4) stamped Site Plan Drawings 2. Red-stamped SCDHS permit 3. Southold Town Sanitary permit Please review the enclosed and get back to me with any questions. Sincerely, Samuels and Steelman Architects 0 Tom Samuels, R.A. ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 EL S A M U E L S & S T E E L M A N August 6, 2018 Southold-Town Building Department Main:Road Southold, NY 11971 Re: Mazza Residence 2-80 basin Road, Southold,W SCTM# 1000=81-01-19 -Building Permit#42227 Please amend the above referenced Southold Town Building Permit for the Mazza Residence, to show a change to the sanitary system. Attached documentation includes the following: 1. Pour(4)-stamped Site Plan Drawings 2. Red-stamped SCDHS permit 3. Southold Town Sanitary permit 4. Copy of Southold Trustees.permit showing sanitary system Please review the enclosed and get back to me with any questions. Sincerely, Samuels and Steelman Architects J I6 Tom Samuels, R.A. AUG l 2d1� � '� �� i• ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 w� I REScheck Software Version 4®6®4 T Compliance Certificate Project MAZZA RESIDENCE Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 280 BASIN ROAD, PARADISE POINT JOE MAZZA Tom Samuels SOUTHOLD, NY 11972 8 LONGVIEW ROAD Samuels and Steelman Architects SOUTH SALEM,NY 10590 25235 Main Road Cutchogue, NY 11935 631 734 6405 tom@samuelsandsteelman.com ® o ;m,,,: ,o•"a '�;�^ yaw. �yy .�,,,.aJ �, x.r"":�a. .N,:y `�'a�.. �:�+ k� ,ag t � ,t.a..�k„nsb't '„�, � :a,aJ.7il3w'�,4�"',ffti�"�' '�^,:NR,tw :rv, �:Y�i�;'S��;.. r�,�! •�,;•`;�*;.^;N S,+�'. ,r,. a"':.yrro�, �;i,,..rst '$,.'^�-v ,v,ar.,,k,,�,�,w:rb�s;4,:',W Compliance. 6.0%Better Than Code Maximum UA. 267 Your UA, 251 Maximum SHGC; 0.40 Your SHGC: 0.19 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Perimeter Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 737 19.0 7.0 0.035 26 Ceiling 1: Flat Ceiling or Scissor Truss 737 30.0 7.0 0.028 21 Wall 1 South Elevation 1 st Fir:Wood Frame, 16"o.c. 250 19.0 7.0 0.041 8 Window 1:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 2:Wood Frame:Double Pane with Low-E 23 0.450 10 SHGC: 0.19 Window 3:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Wall 2 South Elevation 2 nd Fir:Wood Frame, 16" D.C. 227 19.0 7.0 0.041 7 Window 4:Wood Frame:Double Pane with Low-E 11 0.450 5 SHGC: 0.19 Window 5:Wood Frame:Double Pane with Low-E 19 0.450 9 SHGC: 0.19 Window 6:Wood Frame:Double Pane with Low-E 11 0.450 5 SHGC: 0.19 Window 7:Wood Frame:Double Pane with Low-E 6 0.450 3 SHGC: 0.19 Wall 3 North Elevation 1 st Fir:Woad Frame, 16"D.C. 250 19.0 7.0 0.041 8 Window 8:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 9:Wood Frame:Double Pane with Low-E 23 0,450 10 SHGC: 0.19 Project Title: MAZZA RESIDENCE Report date: 10/06/17 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Mazza\Energy Pagel of 2 Calculation.rck Cavity. Ont. V, U-R4 UAV Window 10:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Wall 4 North Elevation 2 nd Fir:Wood Frame, 16" o.c. 227 19.0 7.0 0.041 7 Window 11:Wood Frame:Double Pane with Low-E 11 0.450 5 SHGC: 0.19 Window 12:Wood Frame:Double Pane with Low-E 19 0.450 9 SHGC: 0.19 Window 13:Wood Frame:Double Pane with Low-E 11 0.450 5 SHGC: 0.19 Window 14:Wood Frame:Double Pane with Law-E 6 0.450 3 SHGC: 0.19 Wall 5 West Elevation 1 st Fir:Wood Frame, 16" o.c. 349 19.0 7.0 0.041 13 Window 15:Wood Frame:Double Pane with Low-E 18 0.450 8 SHGC: 0.19 Window 16:Wood Frame:Double Pane with Law-E 18 0.450 8 SHGC: 0.19 Wall 6 West Elevation 2 nd Fir:Wood Frame, 16"o.c. 320 19.0 7.0 0.041 11 Window 17:Wood Frame:Double Pane with Law-E 10 0.450 5 SHGC: 0.19 Window 18:Wood Frame:Double Pane with Law-E 10 0.450 5 SHGC: 0.19 Window 19:Wood Frame:Double Pane with Low-E 10 0.450 5 SHGC: 0.19 Window 20:Wood Frame:Double Pane with Low-E 10 0.450 5 SHGC: 0.19 Wall 7 East Elevation 1 st Fir:Wood Frame, 16"ox. 110 19.0 7.0 0.041 4 Window 21:Wood Frame:Double Pane with Low-E 7 0.450 3 SHGC: 0.19 Wall 8 East Elevation 1 st Fir:Wood Frame, 16" o.c. 45 19.0 7.0 0.041 2 Wall 9 East Elevation 2 nd Fir.-Wood Frame, 16"o.c. 352 19.0 7.0 0.041 14 Window 22:Wood Frame:Double Pane with Low-E 5 0.450 2 SHGC: 0.19 Window 23:Wood Frame:Double Pane with Law-E 5 0.450 2 SHGC: 0.19 Window 24:Wood Frame:Double Pane with Low-E 7 0.450 3 SHGC: 0.19 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in R}ES-check Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. I XVC7 Nam,�L Title ignature Da e Project Title: MAZZA RESIDENCE Report date: 10/06/17 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Mazza\Energy Page 2 of 2 Calculation.rck Z - -25 08 Lij C0 rr 0 LO CATION MAPa o EXISTING SAN ITART > N < SYSTEM TO REtvIAIN0 NO < W ,) Z Z W OC m F/O LOT 2 ROBINS <F-\,/IN A. E3ARR i"VORREN A. 5ARR GREAT HOG NECK ad EX15TIN6 5ANITARY' Z. 5)"5TEM TO BE cc 4 ABANDONED - FILLEP IN OR REMOVED A5UJ X - REGUIRED LO ♦ W A = 4 A5 NOTES: LOT REFER TO 4 1.— 1. LOT NUMBERS SHOWN THUS: MAP OF SECTION ONE PARADISE POINT CO U) FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY U') ON APRIL 11, 1963 AS FILE No. 3761 2. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:.&Q EXISTING CONTOUR LINES ARE SHOWN THUS: EROSION&SEDIMENT CONTROLS Of Ni VV EzkNON Shall include but not be limited to: Cl A well maintained Construction Entrance, 0 Wire Backed Silt Fencing,stabilization & 19 Seeding of exposed and/or inactive soils. 0183 DRAINAGE INSPECTIONS ARE REQUIRED 4 E 4 Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. ROJECT NO: 1615 LOT G,�QVV E R A 0 D6%T1'N RAWN BY: UT Site Area: 201,1167 of HECKED BY: TS 20% Allowable Coverage: 50111-7 of ATE: 9/5/17 EXISTING: 5353 of 1-7.55% P.651clenc-0 2211 of CALE: 16' THOLE Porches 425 of Pool LE Shed 1 4 Spa 500 of 55 5f HEET TITLE: BY MCDONALD GEOSCIENCE Decks 1460 of IOLE DATA 513/17 ELEV. + 21.5 Garage 5-12 of Total 5353 sfSITE PLAN, 7. MIXED SAND LOAM 5500 Sf 15.54O % Residence 2555 of Porches 425 of Pool 4 Spa 526 of r. BROWN CLAYEY SAND ac— Shed 100 of Decks 1460 of Garage 5-12 of HEET NO: r• BROWN FINE SAND SP Total 5500 of ENTS: NO WATER ENCOUNTERED APPROVAL OF STORMWATER MANAGEMENT CONTROL 4 - 0 n Cod t 23 Date: 12 1 17 • Approve A b4: 01 OTE: NTA I N ENGLOSURE OF FOOL (J.RING GONSTRUGTION �TEMFORAR'' FEND I NG AS REa'D S 83052-9459.9 E j: u a - - _ p 9 12- - - - EX I ST I NG FOOL m - - 14 - _ - EaU I PMENT TO REMAIN N - ti _ EXISTING UNDEfi`GROUND z '6- _ - - EXISTING DECKING DR"I'NELL TO REMAIN EXISTING n 17 _ _ STONE PATH TO REMAIN N BOOL X - ' SPA 18 I h ; EXISTING SHED TO REMAIN EXISTING q + DECKING DEMOL 1 SH EXISTING I-STORY NI NG REFLAGE w/NEW 2-5TORY NI NC7 19 - - -EXI STING POOL ENCLOSURE EX 1 STING GENERATOR El❑ FOR71ON OF NEW TWO STORY HYAG WING ON NLARGED FOOTPRINT ' 20 +21.0 2 .4+ TEMPORARY STORM NATER w I ' 20.(o+ RUNOFF CONTROL MEASURE: SILT 0 ENC IsTG UCT1ON p EXISTING PROFANE TAN< LA ' X jU1t1 64 mjw C 3NOL ou1g1t6 Df A(L I f..XcWAf045 OR l- ID j)15fj)e8V0C4 L4NN EXIST 1 NC5 DRYWELL TO 3E _ „ RELOGATED VERIFY LOGA71ON 151-0 21 _ PRIOR TO CONSTRUCTION SIDE w SIDE Y RD EXISTING DRIVE;NAY O ' L07 #4 BAS 1 N ROAD REALTY TRUST L 0 � I -No 4 ,N SEPT 1 Co, S`I'STM Z =OR A 4 BEDROOM RESIDENCE 1000 GAL SEP71 G TAN< (ST) GLEANOUT f4(I) 8' DIA x 12' HI6H LEAGHINCG x POOL (LP) _ FUTURE LOG�4TION \ \ \ z q TEWORArRY STOR EOR (1) 8' 's �� 0Q !YCONTROL EAS RI DIA x 12' �� `� `� ;fit I Gtr LEACHING POOL (EX }- EXISTING f3ULKHEAD 1016/17 ESIDENCE: FIRST PLR EL 21,35 FT 50UTHOLD ��Y � � 24/17 ' GRADE LINE ELEVATION 20.0 FT SITE Di4T/� CLEANOUT EXI5TING RETAINING WALL SCTM# 1000-81-01-19 /� GRADE LINE ELEVATION *-20. PROPERTY: 280 BASIN RO�IDFADI I�162MIN. 2' MAX, ADDRESS SOUTHOLD,S83'52'45" OWNER: JOE MALZA �8 LONGVIEW "®�� kp /FT MIN 8" T MI TOP OF POOL 18.33 FT E \ SOUTH SALEM,NY 105®��A TANK EAG1-IIN a re POOL Ora 150.08' e \ SITE: 29,986.88 SQ. FT. =0.688 ACR S' IE. +I BOT OF POOL 10.33 PT 9— rB _ SURVEYOR: NATE CORWIN, LS p 18.0' ,f_ —' PO BOX 16 OJ 12_ -,4 JAMESPORT, NY 11947 GROUND WATER = Mf3— _ — —'s �- 98 LICENSE#50467 IN F' 14— �s� �_ —„is O SEPTIC PROF E EXISTING - - - Z :s— DEG "1 �:a' NOVEMBER-,27. 2006 UDATE SURVEY FOR NEW BULKHEA 111 �� —� D —„is TOBER 7, 2011 UPDATE SURVEY O (N.T.S.) 16� EXISTING I-A� 1e� _ 220 DECEMBER 14, 2011 ADDED LOT COVERAGE 0 LU EXISTING UNDERGROUND DRYWELL SAI P OL G =23 z NOVEMBER 15, 2012 STAKE NEW GARAGE ® Q DECEMBER 2, 2012 FOUNDATION LOCATION Z P APRIL 10, 2013 ADD PROPOSED SHED qq 0 ® O EXISTING SHED (100 sl', I STORY �� DW 's° n �® �T'®� 11/1/`�P NO WATERJ TO REMAIN .,_ N:u�K X15TI1�G N z Co 17 2 LU EXISTING ONE STORY WING TO BEt ':"�a`- 2 STORIES, ; za Cd uj a. DEMOLISHED 8 REPLACED w/NEW TWO STORY m rt gL- _; 6•BEDRO0 5S'W FIRST NN FLR � WING MO BASEMENT) ~'' �" PARTIAL BASEMENT, -> i ELEV+23.Sq/_ �sz f� to i-. L:2135 0i`�-6Ro55 FLOOR ' / Z o 8.4' `� -AREA= 4,332 5F � `: 22.4'1 - N PORTION OF NEW TWO STORY WING ��..•RAV11.* µ 0 ME__ a O BASEMENT) ON ENLARGED 19.6 /:+16,85 �4 ` _ EXISTI a v 23 U ® Na FOOTPRINT DW - •=�i_.�,,xY„'� �O. 35.3' . DRIVE Y N/O/F BASIN ROAD REALTY TRUST v 1 krF z O 47 Chester St, Arlington, MA 02476-7606 0 ase GLEAN ST 1 } `'T N/O/F Z w 450 Basin Rd 'lido OUT LLJ 10' 1� KEVIN A. BARR & DORREN A. BARR Z 1000-81.-1-18 ti i-`8' 1 1 / z \11 Dirksen Dr, Wilton, CT 06897 DWELLING WITH PUBLIC WATER S. 1 1 ?? 200 Basin Rd m 19.9 ��ti L 2P,9 LAWN I 221 I � 21 5 Parcel: 1000-81.-1-20 GREAT HOG NECK c RELOCATED DRYWELL NEW LOCATION z: DWELLING WITH PUBLIC WATER co N EXISTING UNDERGROUND PROPANE TANK 22 1 EXISTING' - 1 DRYWELL EXISTING DRYWELL TO BE RELOCATEDGAXIL a, VERIFY LOCATION PRIOR TO CONSTRUCTION �46E 10 — ° \ Z. I STORY,. MIN MIN w¢. 5Y5TEM #2 PROP05ED NEW ry -'NO WATER I TEST HOLE EXISTING I TEST HOLE a SEPTIC SYSTEM W FLOOR`AREA N XISTING 19.9 EL + 21.5 DRIVEWAY NO SCALE c 572 5F; BY McDONALD GEOSCIENCE o DRIVEWAY 1 w �• FORA 4 BEDROOM RESIDENCE N NO 1 TEST HOLE DATA 513117 ELEV.+20.5 C _LEANOUT BASEMENT r 5YSTEM #I EXISTING w•a g - 1250 GAL SEPTIC TANK (5T) I w• 2 - (2) V DIA x &' HIGH LEACHING POOL (LP) 0 2' 1 RELOCARE PO' V b4F EXISTING SEPTIC SYSTEM REMAIN) 2.0 FT MIXED SA DLO n - FUTURE LOCATION FOR(1) V DIA x V 1 EXISTING WA FOR A EXISTING 2 BEDROOOMM RESIDENCE a ►-- N/0/ 1200 GAL SEPTIC TANK(5T) v7 w• BASIN ROAD R TY TRUST HIGH LEACHING POOL (EXP) I Dye 47 Chester St, Arlington, MA 02476-7606 ALL SANITARY STRUGTURE5 UNDER THE 9.5 - (I) 8'DIA x 12' HIGH LEACHING POOL(LP) 8.0 FT BROWN C Y Y SAND SC 520 Basin d DRIVEWAY TO HAVE TRAFFIC BEARING 9B 1 ag 0 ALL SANITARY STRUGIURES UNDER THE 1000-81.-1- 7 TOPS AND ALL SANITARY COVERS IN THE EXISTING UNDE ROUND DRIVEWAY TO HAVE TRAFFIC,BEARING DWELLING WITH PUBLIC WATER DRIVEWAY TO BE TO GRADE WITH HEAVY '�\ F_L EGTRIG LI VERIFY I c TOPS AND ALL SANITARY COVERS IN THE 17 FT,I BROWN FINES D SP DUTY LOCKING CAST IRON GONERS OGATION �a re DRIVEWAY TO BE TO GRADE WITH HEAVY COMMENTS:NO WATER E COUNTERE F N .I/I/Y ,, \ ,s.e i u�N EXISTING U \DUTY LOCKING CAST IRON COVERS ,s\ ERGROUND---� \ ExOl�VATI®N INS Tl®N REQUIRE® FOR SANITAR SYSTEM \ \ TER LINE ROM ROAD I S 0 1°OV�d ��` (�� a 4\ \ \RI LOCATION 1 / it .� In %iced F .APP o v, rN Y HEALTH DE PI� MENT /a ELECTRIC / G, o \ \\ \ R� 1 � / \ \� 'Z\ 5 A'An” 22 17 'S0” MI 50. 0' 9 ,615 \ \ \ ® 100 00� s S 83 UT Water Line(s) Illi Be Ins acted Ey The '�� \ \ — 1 s16 , °'T ...,a�� .W...•...,.y. - - -..a._ AU IoRv'clds 835 Suffolk County bept. Of Hea Senllces• . , — '"5O. b.” -- A \ °•� '°s' SUFFOLK COUNTY DEPARTMENT ®F H� TIS � 9/6/17 �o vancei 4. - – .� a. -� r, Call 852-570®, �8 I`lCaurS In A •• a`2 EDCB OF PAVEMENT ° '°\4 r° 1"=30'-0' To Schedule inspection(s)• l� --- PERMIT Fon APPROVAL OF CONSTRUCTIOP! �OIZ e� w PUBLIC, WATER Jam= BASIN LINE UNDER ROAD N/O/F •smc-LE FAMILY RESIDENCE LY BASUN ROAD Victor J Zupint R Mary S Zupa Nr _®� � 1 SITE PLAN NOTES: �'y� 4565 Paradise Point Rd, Southold, NY 11971. U [� 1. LOT NUMBERS SHOWN THUS: LOT02 REFER TO O 4565 Paradise Point Rd = O O 1000-81.-1-13.1 �'„j, j��i f e�. MAP OF SECTION ONE PARADISE POINT E`c'gJ =Q DWELLING WITH PUBLIC WATER GATE FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY O ON APRIL 11, 1963 AS FILE No. 3761 J�2 APPROVED 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM Q� N/O/F / BEDROOMS EXISTING ELEVATIONS ARE SHOWN THUS:su Mary Pinker, James L Albert FOR MAXIMUM 0 EXISTING CONTOUR LINES ARE SHOWN THUS: —s— -- -11 �= 832 Roanoke Ct, Ramsey, NJ 07446 ��'�� ,�� ®� WE ��®SAL FFL -GFL GRA FLOOR SITE of I 4345 Paradise Point Rd TB - TOP GE FLOOROF BULKHEAD ^�(� 1 OOO-81:BLIC BB - BOTTOM OF BULKHEAD DWELLING WITH PUBLIC WATER T.W. - TOP OF WALL SCDHS FIEF # R10-17-0192 BW -OBOTTOM OF WALL SCALE' 1” = W-0" 1IQ11111ieiecinwi REC E WEED ` RESIDENCE: PIP-ST PLR EL 21.35 PT rN 2 5 201 SOUTf-fOL-17 �3�Y EXISTING BULKHEAD 1016117 GRADE LINE ELEVATION 20.0 FT SITE DATA 10/24/17 CLEANOUT UFF.CO, HEALTH SERMES I EXI5TINC7 RETAINING WALL SCTM# 1000-81-01-19 GRADE LINE ELEVATION+-20. 0FR OF WASTEWATER�JGT, PROPERTY: 280 BASIN ROAD, PARADISE POINT I' MIN. 2' MAX. 14"/PT MIN S 83'52'45" E \ OWNERS JOE MAZZA NY 11971 1/6" T t- A TOP OF POOL 18.33 FT 8 LONGVIEW ROAD SEPTIC SOUTH SALEM, NY 10590 TANK '— IE +IcI.O' BOT OF POOL 10.33 FT 9— a I 150.08 B SITE: 29,986.88 SQ.FT. =0.688 ACRESzz— mss rB SURVEYOR: NATE CORWIN, LS IE. +18.-I' IE. 18. 1+_ —� JAM SPORT NY 11947 uj JO PO BOX 16 GROUND WATER 12 � _ 12' IT 3' MIN f3— 15 a8° LICENSE#50467 Lu 14— EXISTING `_ -� '112 = p SEPTIC PROF E 15 � - ADW 1— — =117 314 NOVEMBER 27, 2006 UDATE SURVEY FOR NEW BULKHEAD N ,0 �✓ -17 B OCTOBER 7, 2011 UPDATE SURVEY 0 Luz (N.T.S.) 1B_ 1=X15TING 1 N 'B� = 1920 DECEMBER 14, 2011 ADDED LOT COVERAGE O EXISTING UNDERGROUND DRYWELL SWIMMING —Zg2z NOVEMBER 15, 2012 STAKE NEW GARAGE Q ►_ POOL —24 DECEMBER 2, 2012 FOUNDATION LOCATION z Q APRIL 10, 2013 ADD PROPOSED SHED Q O EXISTING SHED(100 sf, I STORY 17 DW 19-� NO WATER) TO REMAIN :?. - XISTl��20 Z LOCATION MAP ri. o (n a 'J EXISTING ONE STORY WING TO BE f7 =2 STORIES, = RESIDENCE 24 a W o DEMOLISHED d REPLACED w/NEW TWO STORY m -?,sz ?;u.., b BEDRooMS W/ FIR T PIN FLIR o5 a ' °=F PARTIAL BASEMENT, W ,, t WING(NO BASEMENT) .FL-21:35 oTAL'6RO55 FLOOR E +2 .5q- = s°sz u) 8.4' Q AREA: 4,532 5F 22.47 N z CRAWL srq,'f. PORTION OF NEW TWO STORY WING B.gLr ` 0 (NO BASEMENT) ON ENLARGED Qs -ELE1(+16:8v FOOTPRINT iB DW ?.'+C•; '< .u. O r Doo 35.3 DRIVEWAY 23 v Q n' N/O/F 22.7' > N Q BASIN ROAD REALTY TRUST �r 1 i^ O 47 Chester St, Arlington, MA 02476-7606 0 Sae GLS T ST 1 } �� i N/0/F z 0 1000-8450 1.-1sin-18 Rd �yp, 7^\8' 10' KEVIN A BARR & DORREN BARR W DWELLING WITH PUBLIC WATER S, 1 / 2 \�1 Dirksen Dr, Wtlton, CT 6897 z� 1 I 200 Basin Rd Q LAWN I zoo 21s Parcel: 1000-81.-1-20 GREAT HOG NECK c RELOCATED DRYWELL NEW LOCATION c4 I 21 DWELLING WITH PUBLIC W TER pa ESTING EXISTING UNDERGROUND PROPANE TANK 22 1 I DRYWELL a EXISTING L TO BE RELOCATED L — ° FOUND WITHIN RADIUS VERIFY LOCATIONION PRI 150 FEET RADIUS NO WELLS PRIOR TO CONSTRUCTION C3A GE 10' 1 — 05 z- I STORY, MIN MIN 150 FEET RADIUS NO w a• PROPOSED NEW 5EPTIG 5Y`5-1`E NO WATER I TEST HOLE EXISTING I FOU WELLS TEST HOLE �++ EL +21.5 ND yyl7}II x FLOOR AREA N RADIUS FOR A 6 BEDROOM RESIDENCE _ N EXISTING ,o, DRIVEWAY NO CAE LU�' s _ -CLEANOUT N 57N 5F DRIVEWAYI 1 i l TEST HOLE DATA 5/3/17BY LD ELEV. l 20.5 E w_j• - 1500 GAL SEPTIC TANK (ST) o NO I`J� w, (2) 8 DIA x 8 HIGH LEACHING POOL (LP) EXISTING SANITARY - FUTURE LOCATION FOR(U 8'DIA x 8' a 22' I SYSTEM TO BE g W.<r�a 0 1 RELOGPME FOR b'F ABANDONED - FILLED 2.0 FT. MIXED SAND LOAM HIGH LEACHING POOL(EXP) - 1 EXISTING WA INE IN OR REMOVED AS BASIN ROAD R/ TY TRUST I DW I I REQUIRED _ w w• - 47 Cheater St, Arlington, MA 02476-7606 8.0 FT. BROWN CLAYEY SAND SC 520 Basin d `P19.6 19.8 f 1000-81.-1- 7 EXISTING UNDERGROUND �EDWELLING WITH PUBLIC WATER �� ELECTRIC LINE VERIFY I 17 FT. BROWN FINE SAND SP �� \ _ LOCATION la COMMENTS:NO WATER ENCOUNT S M(/� ,s\ EXISTING UNDERGROUND--� / Esc •h 90140 61g>g P CTION '-SQUIRED �P < \I TER LINE FROM ROAD I I, \ c FGR b A1111TARY SS-Vt ' ( O N '4 \ VERIFY LOCATION �q -art 1' rn �`tEAL'�`LU � P �.fT r 1 O e'v ste 2F?c oT�t'S " SIR?, ,` I 1Jird"�?CT9 , �,1_uc.T \ ELEGTRIGss a - �r,,•,c'x;?-cT '�y;; C€16SubiILLt \\� \ mETE19.8 RI / � /. 5 W \ ' ''' Y18' 7" n "�"' r� T2\ 4 •• •�7 > 6 1 as TO�YI. � 100 p'— iss 50 0 1615 UT .. • I1 � d FFOLI( ®UNdV DEPARTMENT OF HEALTH SERVICES u By TS u AV 916117 "• „B 4 •� d 4\'s •�'� PERMIT F0:, APPROVAL. OF CONSTRUCTION FOR A = I a EDVE OF PAVEMENT _ a \, 1„ 30'-0” N�p " ; � w PUBLIC WATER SHNGLIr -MAIL. RESIDENCE ONLY bHttl itaryBASIN ROAD LINE UNDER ROAD N/0T,Syrsm 110j /F ' i�� lld i Victor J Zupa, Mary S Zup /� / '(�� SITE PLAN NOTES: GUId"3 CiriVC-Wa 4565 Paradise Point Rd, Southol NY 11911 H.S.1. LOT NUMBERS SHOWN THUS: LOTO REFER TO 1 4565 Paradise Point d DATE SREI=• No, MAP OF SECTION ONE PARADISE POINT 1 1000 81 1 0.1 c FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY DWELLING WITH P LIC WATER APPROVED ON APRIL 11, 1963 AS FILE No. 3761 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM \ N/O/F FOR �.1AINNIvIUM OF �EDP.00i1lS EXISTING NG CONTOURNLIARE SHOWN THUS: &D NES ARE SHOWN THUS: —5— 832 Roan kekerCt, Jannesmsey, NJ 07446 EXPIRES THREE NEARS I'ROm DATE OF APPROVAL � F FL - FlRSr FLOOR SITE-PIAN 434 ise Point Rd ""`- •-"""'�`•�"-"'®""-"�-""' G.FL - GARAGE FLOOR _� 11000-81:1-11 TB - TOP OF BULKHEAD DWEWIJG WITH PUBLIC WATER SCDHS REF # R10-17-0192 BBB _ TOO= F OF BULKHEAD SCALE: 1" = 30'-0" B W - BOTTOM OF WALL C�`1"11JC CIIQIIAICCIr1A1 i i i ' I D EXISTING BULKHEAD SOUTf-fOl BA Y SITE DATA 9Yq �a ---------rI EXISTING RETAINING WALL SCTM# 1000-81-01-19 RECE E I PROPERTY: 280 BASIN ROAD,PARADISE POINT ADDRESS SOUTHOLD, NY 11971 S 83'52'45" E OWNER: JOE MAZZA R � a 2019 8 LONGVIEW ROAD @"� SOUTH SALEM, NY 10590 �� SER�I�I-� 150.08' SITE: 29,986.88 SQ.FT. =0.688 ACRES z � SURVEYOR: NATE CORWIN, LS tau G li O lSmA�n E�,F3f AT MGT- PO BOX 16 Lu � 1 0 JAMESPORT, NY 11947 �Y = LICENSE#50467 LV U EXISTING = z O DECK cl) o Z I=XI5TIN6 W O SWIMMING ~ Q Q 0 EXI5TIN In i- cn a SHED oO10 p 1 1 < _ Q fi.l o EXI5TINOca W . iZ�51 D.EI�C.E•. o a Q EX15TI ca. iv SAN DRIVE Y �o O NI ry s, 5 / WALKWAY ST Z 6� I Lu ? IN5TALLEP 5EPTIG SYSTEM #2 P I I m -CLEANOUT - 1250 GAL SEPTIC TANK(5T) I co N -(2)& DIA x 6'HIGH LEACHING POOL (LP) P EXISTING SYSTEM #I EXISTING SEPTIC SYSTEM FOR A EXISTING RESIDENCE - 1200 GAL SEPTIC TANK(ST) - (1) 8' DIA x 12' HIGH LEACHING POOL (LP) .6 Z. EXISTING w <- �++ EXISTING I -j n• i x GARAGE DRIVEWAY w 12&>°5 O �a SUFFOLK COUNTY�EhTh3"�t r®F HEALTH 9 SERVICES - -"� N =w a N s I I EXISTING w• t�FPtiO1f 9_s°i C.;S:)hl":T F;UC;T 2D WORKS I=o 4 DRIVEWAY a�, s o • � A:;1N'GLE r:A1P 9ILY RES IDENC15 z I �y Da 'E\"" ql R ' ld—l7- 9r e ,r U.ij.4.6:; iand/o'- I'!?VC'been N ,'VspeCt� rc«��r/;y;ti'ii,^-1.3';��'itl�afz4 r;•0:,;;;r:��,� --and fOstndt @tD ��am@iSfS°@ " ��Cd`fit.' liV;�J'VlQE—E 7iLi�• EXI5TING UNDERGROUND---� RATER LINE FROM ROAD I o cu e o o .., Chief g ��P � 1615 t � — ---v - fi„ �e@ �>P_ d N 85.4440 W ® 50.90 UT 100.00' S 83-2 50 W I 220'TO TS RoaIN50x �• :.o. __ ROAD UAIL 2/25/19 "SUBJECT R)COVENAINTS 7„IC IONS Lll;m 02 5-O EDGE OF PAVEMENT _L�-� PSE OF(V�� PAI G E PUBLIC WATER `° P> LINE UNDER ROAD `' SP's C S9 �0 BASIN ROAD �° �� SITE PLAN s � cn 50-1 SGC SITE PLAN- SCALE: 1" = 30'-0" REF ASBUILT REF # R10-17-0192 DO NOT PROCEED WITH FRAKAINO UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED APP 0 ED AS NOTED L® D Z .� CI AP 4TE: ))- B.P. �IwPLY WITH TEI414S n D BY: FLOOD DAMAGE PREVENTION TIFY BUILDING DEPAR. AT SOUTHOLD TOWN CODE 5-1802 , SAM TO 4 PM FOR THE DLLOWING INSPECTIONS: FOUNDATION - TWO REQUIRED FOR POURED CONCRETE ROUGH - FRAMING & PLUMBING CERT/F INSULATION xUMBER ICATOtd -. FINAL - CONSTRUCTION MUST :�1V18A'D_CONTENTBEFCrRE BE COMPLETE FOR C.O. TEIOFOCCUPANOY ALL CONSTRUCTION SHALL MEET THE SOC�DF,R>USED IN WATER REQUIREMENTS OF THE CODES OF NEW "< - YORK STATE. NOT RESPONSIBLE FOR ^ 'U-PL'�YY`S'YSTEM CANNOT DESIGN OR CONSTRUCTION ERRORS. .E��1.2/,)0 OF 1% LEAD. COMPLY WITH ALL CODES OF ALL PLUPRBI( GV , ; NEW YORK STATE & TOWN CODES -TNGTER LINES,�; �; AS REQUIRED AND CONDITIONS OFEFORE CQVf�'zyG 1NULI7TO1NNPETRMftRD SOUTHOLD TOWN TRUSTEES TRUSS PLAOARDING REQUIRED N.Y.S.DEC ELECTRICAL INSPECTION REQUIRED All exterior lighting OCCUPANCY OR installed,replaced or ired shall USE IS UNLAWFUL rep to Chapter 172confo hpter172® rm WITHOUT CERTIFICATE of the Town Code OF OCCUPANCY Blower door and ductwork DRAINAGE INSPECTIONS ARE REQUIRED testing required. Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification Must provide Manuals that the drainage has been installed to Code. D,3 and S as per NYS Energy Code ---- --- saw divalli GENERAL STORMWATER POLLUTION PREVENTION NOTES -SITE DATA 6/28118 PERMANENT STORM WATER RUNOFF CONTROL MEASURE NOTE: EX I ST I NCS AUL KHF—AD SCTM # 1000-81-01-19 MAINTAIN F—NrLOSURE OF POOL 50UTHOL L�:, BA � SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE DUR I NCS GONSTRUGTI ONX I ST I NPROPERTY: 280 RATA I N I NCS WALL ADDRESS SOUTHOND ROAD, PARADISE POINT Development activities for this project will consist of w/TEMFORARY FENG I NCS AS RE' O'D , NY 11971 1 Installation of temporary erosion control measures (silt fence barriers), see detail 2 OWNER: JOE MAZZA 2 Clearing of trees and brush in areas shown on Site Plan 8 LONGVIEW ROAD 3 Construction of the new addition to the existing residence _� S 8305 1 �� SOUTH SALEM, NY 10590 4 Installation of the septic system °2 4 5 E SITE: 29,986.88 SQ. FT. = 0.688 ACRES 5. Installation of on site drainage structures (permanent storm water runoff control measures), see �— -n 1�_ detail 1-1 - up ZONING: R-80 UJ 8 - - _ - _ 7. Installation of underground piping from gutters and downspouts to the drainage structures (J) g - - - _ o Q 150.0W SURVEYOR: JOSEPH INGEGNOLS 8. Filling and grading of soil above drainage structures 0 l u l , 9. Installation of new landscaping plants, lawnsOL 13 ___ _ PO BOX 1931 10. Removal of the temporary erosion control measures ?1 _ - - - _ `-- ---__ -� - - - _8 RIVERHEAD, NY 11901 UJ LU >- 12- - _ _ - -- -- LICENSE # 49668 Z -rrrr r - -�_-- -__._.._._-_____.---- ---- _ _ DATED 2/3/04 SITE DATA �X I ST I NCS FOOL m 13— _ _ _______ __ Site Area: 29,986.88 sf= 0.688 ac _l 14 - - - _ �- X °i - ——Fo UPDATED 11/27/06 -J Soil Classification: See test hole FOU I�''MENT TO REMAIN 15 - - _ - I - -Qj _ __ _=t213 0ff 0 Receiving Waters: Peconic Bay I'� -I EXISTING = ` 18 _ _--14 �.. Contractor: N/A J& N EX I ST I NCS UNDERGROUND 16— — — — DEGi<ING — _ — N I -_ =16117 EXISTING n UO3"CATIC" m MAP` 1s , __ ==1819 /ii /// /moi ////'/ '/moi /�,' ;/�/,/ / DR`I'WELL TO REMAIN �- — -zo ,/ SQr�► O p' '/ v' POLLUTION CONTROL MEASURES l� 17 - - - - � �FOOL � _ _ _ =22 21 ii/�///�P,��E;�;T S�T�Fi ,,; '/./ �/ ,,/��•, , ,jLLJ In accordance with the provisions of the Town of Southold, chapter 236, storm water management and X �` SpA ________. ' _ _ _-25 /'////;�//� j/jiijj//jjiji//j//;i i,;/j/,„// , / Z STONE FATH TO REMAIN �" erosion and sediment control measures including, but not limited to, the following shall be employed during ,;; ;,, �, ", _- � � � construction: XIS / EXISTING E KING ; '" - - up / 0 RoPo .®. La EXISTING � 00 SHED TO REMAIN + ,\y _21_ _ .� / A. Existing vegetation to remain shall be protected (by Installation of construction fence or other approved I - V;';.,,;<� '< means) and shall remain undisturbed. u =tel^ vi ROBS CeR� IN o �V j�// �'/ B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of DEMOLISH EXISTING 1 -STORY WING oo Cn time that areas are exposed A maximum of 1 acreat time unless written 19 REFLAGE W/NEW 2-STOR`r W I NCS shall be disturbed 1` / /, / permission is ranted b the NYSDEC Graded and stripped - - / / p g y pped areas shall be kept stabilized through the :,�, - - -2s /, / UJ F- use of temporary seeding as required Seed mixtures shallconversation R ��'�/�/" Z p ry g q a be In accordance with the soil X 1r�- 'T'1 �O _ o or oP� POOL ENGL05UR 22 — — service recommendations. FL'"'2 .:3a.< % I iT' I.N }4F.' 08 C. Bare soils shall be seeded within 14 days exposure, unless construction will begin within 21 days as LE Y g v EX I ST I NG GENERATOR ❑ Y'< << ,"f �1I/ / sections are completed, or if construciton on an area is suspended the area shall be seeded LU cop}—��/�� -� � 'J �• - <%%��^ '; �' ' �� %'y �{!-} < '� ' immediately. PORTION O NSW T ;,.< scan soil If compacted, remove `z' /v `� �.;' a. Seed preparation - r, `r" / p p scarify p e ove debris and obsticiles such HVAC �� :�,, uc as roots and stumps I ;�;� ,- ;�','�, , b. Soil Amendments p WING ONNLARGDOOTPR I NT 20 :' F;,' +21.0 -- — — — — 24 3 GREAT HOG NECK 1. Lime to ph 6.0 20.1+ 21.4-� 3 / / 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq ft.) RELOCATED DY RWELL NEW LOCATION NOTES: I 1 ®- � c. Seed Mixtures N o I GLEAN I ® WCL WAY 1S ST 1 . LOT NUMBERS SHOWN THUS: LOT(2 REFER TO 1 Temporary seedlings OUT ® < DW _ ® MAP OF SECTION ONE PARADISE POINT > N a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) T M ®R�CRY, �jT®RM NATER �� 1 �it -K 1_V I / 1 FILED IN THE OFFICE OF THE CLERK OF SUFFOLK0 0 b. Certified "Aroostook"winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) us ' � ' I 21 COUNTY ON APRIL 1 1 , 1963 AS FILE No. 3761 winter rye if seeding in October/Nlovember. RUN® G®NTROL MEASURE: SILT N I % LAWN 4 EXISTING / I ' 23 Z I DRI'I'WELL / 2. ELEVATIONS ARE REFERENCED TO N.G.V.ID. 1929 DATUM 2. Permanent seedlings- See Landscaping plans FENCE DURING GONSTRUGTI ON X ! EXISTING ELEVATIONS ARE SHOWN THUS:5 Q D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall I ` o ` - 22- --- EXISTING CONTOUR LINES ARE SHOWN THUS: - - - - be diverted away from cleared slopes. I L�,yy>,j TEPhPORAR°I° STORM I E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or EX 1 STING PROFANE TANK WAR RUNOFF CONTROL � \�® ! ME' drainage systems. Sediment barriers shall be installed along the limits of disturbance prior to the start of 1,,,,"y-�-•»•.. � j P°`5URE: PROP05ED 9CISTING \ I ,' ',: '.,:� :, �,: L - L 51 'T FENCE DURING 1R1\/EWAY \ construction and shall be maintained until construction is complete. EX I ST I NG DR`I'WELL TO E3 " - ' 21 - N5-TRUCT[ON- F. A stabilized construction entrance shall be maintained to prevent loll and loose debris from being tracked RELOCATED VRI�Y LOGATI ON ' '<%;�`''" �^��` �_� onto local roads The construction entrance shall be maintained until the site is permanently stabilized 1j " O "X,--; RELOG,4TE PORTION OF Any sediment tracked onto public roads to be removed or cleaned on a daily basis. PRIOR TO CONSTRUCTION %'`;tX15T<ING,% EXISTING�W TER LINE SIDS G. All runoff shall be retained on site In accordance with local regulations and approvals. Drainage Inlets w SID g pp 9 I ,D I LIMITS O CLEARING AND LAND installed on site shall be protected from sediment buildup through the use of appropriate inlet protection. - -- - 1°ARt� I �T ,�;x' ';.; 1 SAN 1`�"AR`I°' �J- Y'�j°1" aM k$1 O %,%:x> - EXI TING D15TURB NGE +/-3,840 5F 1 H. Appropriate means shall be used to control dust during construction. N - PROVIDE NEW SANITARY GOVERS IN THE I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems LOT E3ASI N ROD Rj.-T`r TRUST "y;,� i< < Dill W,4Y O ' 1 D shall be cleaned and flushed as necessary. o I /' I I I RIVEWAY TO GRADE WITH NEW HEAV°I° DUTY J. The contractor is responsible for Inspection and proper maintenance of erosion control measures. Imo-EXISTING - I LOG<ING GAST IRON'GOVERS 06 z• Inspections must be performed every seven calendar days and immediately after periods of rainfall S`I°STEM #2 I UNDERGROUND I - EXI5TIN67 SEPTIC, 5"r5TEM (TO REMAIN) B• a greater than one half inch. Maintenance measures are to include, but are not limited to, cleaning of PROPOSED NEW SEPTIC SYSTEM Z I XI5 ! LAWN ELEGTRIG LINE/ I I I - EXISTING 1200 GAL 5EPTIG TANK (ST) J M. o recharge basins, sediment traps and drywells, cleaning and repair of - CLEANOUT L _ DW PERIFY LOG?c�TION , I - EXISTING (1) 8' DIA x 12' HIGH LEAGHI NG POOL (LP) w J• x sediment barriers, repair of berms and runoff diverters, and cleaning and repair of Inlet protection devices. EXISTING - - _ ! i / I VERIF= ALL SANITARY STRUGTURES UNDER THE K. During construction, the contractor will comply with all local regulations concerning the disposal of solid - I2�0 GAL 5EF'TIG TANiG (5T) DRIVEWAY TO HAVE TRAI=E I G BEAR I NG TOPS waste and debris and toxic and hazardous waste, as well as sanitary sewer and septic system - (2) 8' DIA X &' H I CvH LEAGH I NG POOL (LP) �� DRYWELL 1- _____ - ---- T Q N regulations. Temporary fencing shall be erected as shown on Site Plan along with the placement of - FUTURE LOCATION FOR (1) 8' DIA x 6 �� EXISTING UNDERGROUND 1 dumpsters to control the buildup of debris. The contractor shall periodically clean up any debris WATER LINE FROM ROAD __>9 0 Q f-- accumulated along the temporary fence and empty the dumpsters regularly HIGH LEAGH I NG FOOL (EXP) �\ VAR 11=Y LOG�4TI ON = I I / // \ `\ _L0 \\ U)' '� \ \ Z TEMPORARY STORM KATE RUNOfi F The contractor will report any required modifications to the SWPPP necessitated by field conditions or � - CONTROL ,,,.I t � � construction activities to the Engineer/Architect for revision of the SWPPP where appropriate. '6 \ o o I FENCE DU M ASURE• P' OEN, SIL I ) F/O LOT 2 � •� � RI1� GONS'FRUGTIOt� _� � N DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE 's \ \ \ IL }- I � �� 'i �� I \� <E\/IN '�• CARR Construction materials shall Include concrete wood forms, building lumber and associated metal \ \ 1 � 'r CCGTjZ1G X'S I \ DORREN A 5ARR attachments, precast concrete septic/drainage structures, prefabricated building components(windows, '� N\$Jr° ' „� - - - - J - - - - / MEZR RIVEWA V� � , — _ _ _ - - � � � ENTRANG \ 2OF = ��' doors, cabinets, flooring materials, finished roofing and siding materials, lighting fixtures, plumbing fixtures), �� - - - _ - - \50.90 ' C gypsum wall board batt and rigid insulation piping for plumbing, outdoor paving materials. 1 _1 00_00- - 50" _ —1 � Waste materials shall include demolition materials from the existing building structure, unused building ____- � � materials and products, trash from construction workers meals and drinks Project site shall have a ^ - - - - - - - , y V A- dumpster that all waste marerials will be temporarily stored and dumpster shall be emptied weekly by a �� - - - , _ - - - - - _ _ 1 __ - - - - \ a • 4; a private carting company a - \ - - I - - - - - d w \ a a Q e ddX78 A .4 °. I EDGE QP PAVEMENT \ a .I a A�`a, a ; �\ a a f _L_--- \� a ' �S ROJECT NO: N \�PURL I G WATER 1615 w DD ,LOT COVERAGE DATA S1 F= PLAN IT-3ASIN \1 LINE UNDER ROADRAWN BY: UT Site Area: 21,15-7 sf l') D 20% Allowable Coverage: 5aa HECKED BY: RES I DENGE: FIRST FLR EL 22.35 FT , Sf TS DATE: 6RADE LINE ELEVATION 21 .0 FT SCALE1 16" EXI5TIN6: 5,356 sf 17.55% 915117 CLEANOUT 5' rn in TOP OF EXISTIN6 TEST HOLE Residence 2211 sf GALE: &RADE Porches 425 sf 1" = 16'-0" GRAD LINE ±21 .0 T. TCAST SE(>s RE ANDCOVERa NO SCALE Pool $ 5pa 585 Sf MIN• 2 MAX. = TRANS'F5LAB BY MCDONALD GEOSCIENCE' Shed 100 sf HEETTITLE: W PLANS FOR LOCATIONS) TEST HOLE DATA 5/3/17 ELEV. + 21.5 I Decks 1460 sf 1/4"/FT M I NTOP OF FOOL 1' f.O3 FT Tota ge 5-72 9P /8"/�T MIN 5355 Sf SEPTI r_.. ILEAGHIN - _ WIRE PENCE W/ 48"HI6Ff x 48"DIA 2.0 FT. MIXED SAND LOAM PROPOSED: 5500 S,f 18.34% SITE PLA TANK /FILTER CLOTH _ ® ® ® ® ® ® ® ® ® DRAINAGE BA5IN O Residence 2358 Sf FOOL ,( - ® ® ® ERRS ® ® R IE. +20.0 p- @ —} �30T OF POOL -7.03 FT L. + ICJ. / SURFACE y ® ® R R R R E9 S R _I Porches 425 sf FILTER CLOTH MIN. DRAINA&E _l ® ® ® ® ® ® ® ® ® BACKFILL POOI t# Spa 5S5 5f b"BELOW&RADE 8.0 FT. BROWN CLAYEY SAND SC �' p I �' FLOW _ �- ® ® ® ® ® ® ® ® ® BE CLEAN SAND Shed IOO sf I�. +I�f.28 I�. +18.� V — GROUND WAILIt :ry {A^� - -" ,�a� / _ ® ® ® ® ® ® ® ® R AND&RAVEL Decks 1460 sf 6RouND-'°r-R- - - - - - - - - -- - - - - 17 FT. BROWN FINE SAND SP Garage 572 sf HEFT NO: MIN Total 5500 sf •® 8 TEMPORARY STORM WATER COMMENTS: NO WATER ENCOUNTERED RUNOFF CONTROL MEASURE PERMANENT STORM WATER RUNOFF CONTROL ,, EROSION &SEDIMENT CONTROL DETAILS r�1 MEASURE STORM DRAINAGE RING TYPICAL EPTIC MKIN UFILE- � L I NO SCALE � �� NO SCALE (N.T.S.) I � � i | ! | � REVISIONS GENERAL STOIRMWATER POLLUTION PREVENTION NOTES NOTE: EX I ST I NO E3UL'KHEAD PERMANENT STORM WATER RUNOFF CONTROL MEASURE , MAINTAIN ENGL®SURE ®F FOOL SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE DUB' I NO GONSTRUGTI ON EX I ST I NCS RETA I N I NO /BALL Development activities for this project will consist of: :'W/TEMPORAR"( FEND I NO AS REG ID IT E UA 1. Installation of temporary erosion control measures (silt fence barriers), see detail 3 TA- 2. Clearing of trees and brush in areas shown on Site Plan 3. Renovation of the existing residence .S 83*52 ',45 4. Site grading from the public road to the area around the existing building E _ SCTM # 1000-81-01-19 5. Installation of the septic system y �- J-7rT-r up 6 Installation of on site drainage structures (permanent storm water runoff control measures), see a _ - _ - _ = PROPERTY: 280 BASIN ROAD, PARADISE POINT detail 1-SP2 c0 9 - - _ - 0 150.08 ' ADDRESS SOUTHOLD, NY 11971 7. Installation of underground piping from gutters and downspouts to the drainage structures O 10- - - - -1 up - 8. Filling and grading of soil above drainage structures 11 _ - - - - OWNER' JOE MAZZAUJ 9. Construction of new exterior stairs, walkways, decks and terraces ® - _ --- - -- - -g 8 LONGVIEW ROAD SOUTH SALEM, NY 10590 10. Construction of new driveway and parking areas including grading and driveway surfacing 11. Installation of new landscaping plants, lawns EX I ST I NO POOL m 13 _ - -- •! -- -9 29 14 _ _ _ _ _ --_�_ _X -_-_ _ =1011 SITE. 29,986.88 SCS. FT. - 0.688 ACRES 12. Removal of the temporary erosion control imeasures CU I PMNT TDREMAIN 15 _ _ - - -_ _ - - - -12 ' - SII EXISTING = ' -'18 _ _ __- - -14 13 -1413 ZONINO: R-80 SITE DATA � ' DECKING -� _ LAWN - - - -_-1_615 I� Site Area- 30,507 sf= 0.700 ac EX I ST I NO UNDi�Oi�OUND _ - -_ - - -181� Soil Classification: See test hole Dom"l'yyJ--L TDMA I N EXISTING n 19 , _= 19 17 - - - - _ __ - =22 21 SURVEYOR: JOSEPH INCEGNO, LS Receiving Waters: Peconic Bay - FOOL \ _ _ - 23 Z Contractor: NIA X �` - - _ - -2s PO BOX 1931 STONE PATH TO REMAIN RIVERHEAD, NY 11901 _ POLLUTION CONTROL MEASURES - _ - - - up / Q LICENSE # 49668L ~ f' F® a ' 18 � )=XISTING .,` ;�;`,'''�"'' ' _221- -�_ - / � � DATED 2!3/04 In accordance with the provisions of the Town of Southold, chapter 236, storm water management and C� EX I ST I NO SHED TO REMAIN I q.�+ DEGI<ING 1:;:', r\ erosion and sediment control measures including, but not limited to, the following shall be employed during ";' % ' I- UPDATED 11/27/06 u „ ;'X,; , , construction: ?rrf,{, ,; h �;, ,'x; ; Cl) DEMOLISH X I ST I NC7 I-STORM' /�l I NC7 >> � 0p vegetation to remain shall be protected b installation of construction fence or other approved REPLACE w/NDN 2-STOi�Y /�)NO < %` : <. `;, %<� ' ;�' < <' ;;; "%,'' A. Existing eget p ( Y pp $, ^=',, ;t �, , _ _ _ _ _ means) and shall remain undisturbed. .`- "' '`; ' -25 B. Clearingand Gradin shall be scheduled so as to minimize the extent of exposed areas and the length of O POO �i O�"jU � 22 - Q g EX 1 ST I N L EN L 'I'W"I s ; time that areas are exposed A maximum of 1 acre shall be disturbed at one time unless written ❑ "`',v ;;; :i,', ' <<;< ;': r �, <;<,. 1 ®,, permission is ranted b the NYSDEC. Graded and stripped areas shall be kept stabilized through the p 9 Y p p gX 1 ST I NO ONATOi� ❑ ;' < ` use of temporary seeding as required. Seed mixtures shall be in accordance with the soil conversation �` �' i 'r,. '✓.T:, service recommendations. HVAC PORTION OF NEW T^IO STORY C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as - sections are completed, or if construciton on an area is suspended, the area shall be seeded NI NO ON ENLARGED FOOTPRINT - 20 --- +21.0 2 4+ I - 24 � N MAP immediate/ N � ' 20.0+ i -- Q �. a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. TEMPORARY STORM NATER "It I EXISTINO SANITAR/ /'i i' /, E i b. Soil Amendments O OC%N4 ST '� �� LS`rSTEM TO REMAIN 7' 1. Lime to ph 6.0 _ 2. Fertilize with 6600 lbs of 5-10-10 ore equivalent per acre 14 lbs/100 s ft.) DUB 1 NO GONSTi�UGT I ON c. Seed Mixtures q p ( q• ) I _- ` ' I � // i �- ` 23 �N Rroao / -2 • /r/,'///////' /��/ 1. Temporary seedlings EX 1 ST I NO FROPANE TAN< i X I LA X1.1 EX15TIII G a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) I , _ 22- i DRIVE Y b. Certified "Aroostook"winter rye (cereal rye) @ 100 lbs, per acre (2.5 lbs per 1,000 sq. ft.) us F/O LAWN TEMPORARY STORM (NATER Rosirvso LOT T' 2 i winter rye if seeding in October/November. RUNOFF CONTROL MEASURE: <EV IN A. E3ARR 2. Permanent seedlings -See Landscaping plans �O PROPOSED SILT FENCE I D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall i ✓>: , ;, ; DURING CONSTRUCTION I `DORREN A. be diverted away from cleared slopes. - - - - - - - - - - - - - - - EX I ST I NO DR*r/NELL TO 5 ;; =t 21 \ ok ; E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or I "':'.'' . SNF drainage systems. Sediment barriers shall be installed along the limits of disturbance prior to the start of RELOCATED VERIFY LOCATION 15 - 2O,_®„ PfiZIOfi� TO GONSTfi�UGTION -X-15TIN - construction and shall be maintained until construction is complete LG S -�-^--: F A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked Y EXISTING DRIVEWAY �� ', onto local roads. The construction entrance shall be maintained until the site is permanently stabilized O ��';.,;',' '�' <.;�;:,<, ;'; YAD I o SHIELTIER �SL.AD Any sediment tracked onto public roads to bIe removed or cleaned on 'a daily basis. # N LOT 4 DAS I N ROAD REALTY TRUST �n I GREAT HOG NECK G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets ;.;�,- ___ EX I STI NO SANT TARY� � �' '� installed on site shall be protected from sediiment buildup through the use of appropriate inlet protection. e i - I SYSTEM TO ESE 06 Z° H Appropriate means shall be used to control dust during construction. O I i 'I ABANDONED - FILLED I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems , a i shall be cleaned and flushed as necessary. - Z LAWN I I N OfiZ REMOVEID A5 J 2° o } NES SEFT I G SYSTEM _ i I� Q�I� � a ° J. The contractor is responsible for inspection and proper maintenance of erosion control measures \ / I w --i• W Z Inspections must be performed eve seven calendar days and immediate) after periods of rainfall \ l _ L x every Y v p �O� A 4 BEDROOM �'�S I D�NG� � ---.- 1 \ � w° � ` w greater than one half inch. Maintenance measures are to include, but are not limited to, cleaning of \ - _ - - -- - I a N recharge basins, sediment traps and drywells, cleaning and repair of - 1000 OAL SEPTI G TANG (ST) \ _ ___ _ - I NOTES: w• N °_ sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. - CLEANOUT '� \ \\ I "� 1 ° LOT NUMBERS SHOWN THUS:PARALOT(DDISE REFER TO � / , �r9 � MAP OF SECTION GIVE PARADISE POINT K During construction, the contractor will comply with all local regulations concerning the disposal of solid - (1) �' D 1 A X 1�' 1 OH L AGH I NO '� \ \ \\ / 1 \ FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY co co• waste and debris and toxic and hazardous waste, as well as sanitary sewer and septic system EO \ ON APRIL 11, 1963 AS FILE No. 3761 regulations. Temporary fencing shall be erected as shown on Site Plan along with the placement of FOOL (1-F) 16 � � � C) TEMPORARY STORM WATER RUNO,FI dumpsters to control the buildup of debris. The contractor shall periodically clean up any debris \ \ -I Z f) CONTROL MEASURE: PROPOSE17 SILT 2. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM I FUTURE LOCATION FOR (1) I 's fy FENCE DURING CONSTRUCT(q K- _ EXISTING ELEVATIONS ARE SHOWN THUS:50 accumulated along the temporary fence and empty the dumpsters regularly• N D I A X 12' � \\ \� �� i , '8� \ EXISTING CONTOUR LINES ARE SHOWN THUS: - - - - - The contractor will report any required modifications to the SWPPP necessitated by field conditions or H I OH LAG'H I NC7 POOL ( X construction activities to the Engineer/Architecit for revision of the SWPPP where appropriate p� \ _ \ �3\ N��S'4•'�0"�1 _ - - 6,50» � O\�o, X20 <s �� lyC w 1' . DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE \ '�R \ - - - - - ` , w �,� `�r \ \ 100_0-0- - S 83 2 � �`' '`�'�� Construction materials shall include concrete wood forms, building lumber and associated metal �_ �� \ \ \ - - _ - - - _ - - - - -- - - \-- _ -,9 �) ��e s✓ attachments, precast concrete septic/drainage structures, prefabricated building components (windows, doors cabinets, flooringmaterials, finished roofing and siding materials, lighting fixtures plumbing fixtures), 12- doors, _ \ ' - _ - - - - - - _ _ - - - - - 9 g g g , p g ) _ sum wall board batt and rigid insulation piping for plumbing, paving materials. - - - \ \ - - - - - ' - - - - - - - - \ ° a al gypsum , pp 9 p 9 P 9 - - - - d \ \ a ° a ° ° Waste materials shall include demolition materials from the existing building structure, unused building a \ - - - _ - - - __-_-_- _ - - 4' \ a \ a ,' ®l8'3`P� materials and products, trash from construction workers meals and drinks Project site shall have a , ° A \ ° 4 dumpster that all waste marerials will be temporarily stored and dumpster shall be emptied weekly by a ° ° a a a a a a a \ �� a.° private carting company. °a , ° \( � ^•d \'s 6' ROJECT NO: _ a I \ / 1615 .L Nc�' OT GO Y EAOE PATA DRAWN BY: UT Site Area: 2ci,ci87 sf SI � E PLAN ][3) A or�, -)A I F OAD 20% Allowable Covera e: 5gci'1 sf NECKED BY: g TS RESIDENCE: F I R!5T PLR EL 22.55 PT : ATE:16' =0 rr ATE: GRADE LINE ELEVATION '21 .0 PT I EXI5TING: 5555 sf 17.65% 9/5/17 CLEANOUT S i TOP OF EXISTING S� HOLE Residence 2211 sf CALF: GwnDE Porches 425 sf 1 = 16�-011 OAD LINE ELEVATION ±21 .0 PT. IRON FRAME AND COVER 7 GTShed 100 sf RAVE(AS REQURED) N® SCALE BY McDONALD GEOSCIENCE Pool Spa 585 sf HEET TITLE: ' MIN. I MI N. 2 MAX. - TRAFFIC SLAB(SEE Decks 1460 5f PLAN5 FOR LOCATIONS) TEST HOLE DATA 5/3/17 ELEV. + 21.5_ Garage 572 sf /4"/PT MIN1/5"/FT MIN TOP OF POOL 101.03 PT cn Tatal 5355 sf SEPTII G LAGH I N WIRE FENCE W/ p 2.0 FT. MIXED SAND LOAM PROPOSED: 5500 !sf 15.34% SITE �� FILTER CLOTH d5 ® ® ® ® ® ® ® ® ® 48"HIGH x A DIA TAN< _ ® ® ® ® ® ® 29 ® ® DRAINAGE BASIN Residence 2555 sf POOL ® s ® ® ® ® ® ® ® BE 1 Porches 425 sf F- +20.0' I . +18. 8' BOT OF POOL -7.05 PT SURFACE I ® ® ® ® ® ® ® ® ® d BACKFILL - FILTER CLOTH MIN. L DRAINAGE ® ® ® ® ® ® ® ® ® 8.O FT. BROWN CLAYEY SAND SC 1' Pool $ Spa 555 sf �f I Q, I 6"BELOW GRADE FLOW MATERIAL TO _ 1 E. +1 51 I^I �j ® ® ® ® ® ® ® ® ® BE CLEAN SAND Shed 100 5f Oi�OUND Y YTtT I` -/,,: WIND-BORNE DEBRIS PROTECTION FOR OPENINGS NOT S STRUCTURAL REVIEN E3'r STEVE MARESGA, Pp FOR MALL OPENING PROTECTION OF 120 MPH 3-SECOND loll NO GUSTS 188-0'7 NE5T MONTAUK H 16HNAY, HAMPTON BA`T'S, NY I I c[46 ( MAXIMUM MEAN ROOF HE 16HT: SS') SIMPSON LSTA - 20 6A6E PHONE 631 X28 X1480 RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY • � N V EWIOF STRAPE a EACH . CLASSIFICATION DESIGN CRITERIA: • ICE SHIELD UNDERLAYMENT S I NGLE FAM I LY RES I DENT I AL SHUTTER ASSEMBLY REQUIRED - 24 FROM EDSE DE51 GN IN AGGORDANGE WITH AMERI GAN N.T.5. e a'- Q FOREST PRODUGT5 WOOD FRAME FOR PANEL SPANS: 0 < 4'0 WIDE SPAN i \ \ 0ON5TRUGTION MANUAL FOR I + 2 FAMILY HOUSE 23/32 (3/4 ) APA SPAN-RATED ��48/24 SHEATHING GRADE PLYWOOD HEIGHT PRE50R1 PTI VE METHOD (OVERLAP AROUND OPENINGS 4 ) I 1 ALTERNATE R ANE CLIP IUSE °F 55-0" MAXI MUM L1.1 z ASSEMBLY: (.' I I 51MP50N H5 GROUND SNOW LOAD - 45 PSF. ' FIRST LEVEL - 40 PSF. L.L. # 3G(NGWSASHERS)GA VINIZED OR STAINL PANEL: FASTEN LESS SBUILDI /STEEL Q I I LIVING AREAS - 40 PSF. L.L. ~ WOOD SCREW ® 16" 0.0. I 51MP50N H2 HURRICANE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I I ° - CLIP NAILED. FROM BEDROOMS - 30 PSF. L.L. Q #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHERS) I I RAFTER TO STUD. - FIRE AREA WIND SPEED - 130 MPH t-• MACHINE BOLT @ 12" O.G. 1 STM-PISd NAIAL LS EACH END SEISMIC DESIGN CATEGORY - B O RES I DENGE: X WEATHERING - SEVERE APA RATED PLYWOOD TO PROVIDE Sd COMMON FROST LINE DEPTH - 56�� Z 0 EXTEND TO TOP OF TOP O Q NAILS ® 4" O.G. AT \ \ i PLATE. EXTERIORED&E OF ALL TERMITE - MODERATE TO HEAVY Q •� 1 TYPE OF CONSTRUCTION DECAY - SLIGHT CONVENTIONAL LIGHT FRAME HOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES 0CO 0 GONSTRUGTION 0 a II Qul H II-,- I I,.I 1� LTIPLE SECTION ASSEMBLY: z 1 1 1 1 1/4" THICK BOLTS ® 2' 00 O 0 GENERAL NOTES W z cn 1 I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY I I 1 I I ACCORDANCE WITH THE 2015 INTERNATIONAL RE51DENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE O Q I I 1 I I CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. PLYWOOD SHEATHING- CONSERVATION CODE, AND LOCAL AUTHORITIES. Q 1- i� I I� TO OVER LAP BOX 14. THIS STRUCTURE HAS BEEN DESIGNED IN a I'- BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY I 11 I I 11 51MgPSON MST2'i MINIMUM 28 DAY 5TREN6TH OF 3000 P51 CONSERVATION CODE. Q I I 1 O 1 I I,/2" WIDE - 20 6A&E 3. ALL LUMBER SHALL BE GRADE STAMPED DOU6LA5 FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL > I I I I I 1 I I METAL STRAP ®48" 00. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. O 0 1 .. I,I' I I ' I� I�' DOUBLE TOP 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALLz z 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND SPECIFIED BY OTHERS.SHUTTER A S S E M B LY 1 1 I I I 2 x 6 ®I b" O.G. PLATE STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL W � PARTITIONS, EXCEPT AS NOTED ON DRAWING. N.T.S. I I I I I I STUDS I, GOATS EPDXY PAINTTURAL �ALLEL �ASTENERS TO BE A5TM IS ITI�O� 1 11 11 " 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND Li. FOR PANEL SPANS:4' OR WIDER SPAN 1 I I� FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. I i I 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 23/32 APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD INSURANCE NECESSARY TO PROTECT THE ENGINEER I I VERIFIED BY CONTRACTOR(S) PRIOR TO START OF AND OWNER. (OVERLAP AROUND OPENINGS 4 ) WRAP + NAIL STRAP 2x4 STRON(S-BACK5 ® 24" OG i I - AROUND SILL PLATE CONSTRUCTION AND ORDERING OF MATERIALS. THIS °� °� AT ANCHOR BOLT-----\ - .8d NAILS FOUNDATION HAS BEEN DESIGNED FOR A SOIL Iq. DO NOT BACKFILL AGAINST FOUNDATION WALL5, ASSEMBLY: I I I I BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. 1 1 51MP50N MST2'1 1 I/2" WIDE - 20 6A6E LE55 THAN 5%. CONTRACTOR SHALL VERIFY THAT 1). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) (5ALVINIZED OR I 1 METAL STRAP ®48" oG. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW @ 12" O.G. I ' CONCRETE SLABS TO BE COMPACTED TO d15% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ NAIL SHEATHING TO SILL PLATE #10x3" (w/ WASHERS) GALVANIZED OR. STAINLESS STEEL ;:,•ts;�.; Sd NAILS ® 4" O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. otS Z . WOOD SCREW @ 16" O.G. 1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND y Q ti ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR ��:.,...%•,:: ' 2 x h ON EACH LEVEL OF DWELLING A5 REQUIRED BY SILL PLATE SUPPORTED BY DOUBLE UPRIGHTS, a.0 FT AND OVER Y =4'`t ^';�; AGC2 TREATED. NEW YORK STATE BUILDING CODE. J . e, #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) �•" � BY TRIPLE UPRIGHTS. ALL HEADERS TO BE Nap w MACHINE BOLT @ 12" O.G. ""t SEE FOUNDATION DWG. w•,-; MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. FOR DE516N. X ~` 't` 5/8"' x 12" A.B. ®48" OC. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TOW J .w ir z Q y•,"} 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT =Q Z U. ? w/FfENDER WASHER. •; WINDOWS - GLAZED OPENING }-�=`��' PENETRATIONS M NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE � W •v� w Q. PROVIDE FLASHING AT ALL ROOF BREAKS HOUSE BE UPGRADED WITH HARD WIRED $ <C4 a 0 PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS SKYLIGHTS EXTERIOR DOORS, WINDOWS INTERGONNEGTED SMOKE ALARMS. E W • N o o IN ACCORDANCE WITH LARGE MISSILE TEST OF AND DECKS ETC.. v M ASTM E IQab AND OF ASTM 1886. 23. THE NYS CODES ALSO APPLY TO ACCESSORY CONTRACTOR MAY USE WOOD STRUCTURAL PANELS Q ~ IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAW I NG5. STRUCTURE DE51 GN. y PANELS TO BE PRECUT TO FIT OVER WIINDOW5 WITH HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND 1LOAD PANELS TO BE MAIN AINED ONSITE. HEADER + SILL PLATE. SHALL COMPLY W/N`r5BG GHAPTER #2504.cl h FOR THE INSPECTION OR SUPERVISION OF THIS CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. OF N }o NAILING SCHEDULE FRAMING NOTESr , .• ,'� ' TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE I. ALL FRAMING LUMBER SHALL. BE GRADE STAMPED lo. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d ® 12 o.c. r ?1 r o BETTER' INTERMEDIATE. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL �51ZE5 „ PROJECT NO: 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8 1615 �hj MIN. THICKNESS OR AS NOTED. II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING RAFTER/TOP PLATE 3-I6d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. >3 o <'IO o CEILING JOI5T/TOP PLATE 4-8d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED 5TURD-I-FLOOR, DRAWN BY: ...................................................... CEILING JOI5T/PARALLEL RAFTER 8-I6d (PAGE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT CEILING JOIST LAPS OVER PARTITION 1-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE .:.::...:.:::..,, COLLAR TIE/RAFTER 4-IOd (ea. end I-I/4 strop) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFS BLOGKING/RAFTER 4-Sd (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS o Flo RIM BOARD/RAFTER 4-I6d (END NAILED) 4. ALL HEADERS 6-0" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE: TOP PLATE/TOP PLATE 2-I6d (PAGE NAILED) WITH DOUBLE UPRIGHTS, a'-O" AND OVER WITH CONNECTIONS. 9/5/17 TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A a O TOP PLATE AT INTERSECTIONS 4-16d (PAGED NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. STUD/STUD 2-I6d (FACE NAILED) 13 ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA h HEADER/HEADER I6d (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND TOP or BOTTOM PLATE/STUD 3-I6d (END NAILED) SHEET TITLE: s>"' 100< O (45 0 _ @ 5'-0" O.G. MIN. PROVIDE 2 SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED BOTTOM PLATE/FLOOR JOIST 3 Ibd (FACE NAILED) CIRCULATION IN ROOFS. AS PER o JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( sk II ht5, STIFFENERS MANUFACTURERS HALL BE�REQUIRED AT ALL ALOAD AND STRUCTURAL :jh BRIDGING/JOIST 2-IOd (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. y 9 BLOCKING/JOIST 2-IOd (TOE NAILED) BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" GABLE ROOFS BLOCKING/SILL orTOP PLATE 3-I6d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & 0 "I. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL lOo o <,30 O 100< o X45 LEDGER 5TRIPBEAM 4-I6d (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF JOIST ON LEDGER/BEAM 5-I6d (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE 8d COMMON NAILS"® 4' 0.0. BAND JOIST/JOIST 3-I6d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT H16H PRESSURE ZONE - 6 O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 3-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. loo o (,Boo PLYWOOD ROOF DECKING 8d ®4" O.G. EDGES, a8" 0.0. FIELD "TECO" OR APPROVED EQUAL. SHEET NO: STRIP SHEATHING 5d (ONE/RAFTER) GALVANIZED MACHINE BOLTS 12" O.G.. PROVIDE 8d NAILS a 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL 5HEATHING Sd ®4" O.G. EDGES, @8" O.G. FIELD q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PORTIONS OF PANELS IN HIGH PRESSURE ZONES. PLYWOOD 5UBFLOOR DECKING 8d ®6" O.G. EDGES, a12" O.G. FIELD BUILDING CODE A5 A MINIMUM. ALL 2X6 STUDS 15. THI5 DRAWING 15 AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL CA5E5 SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT A IN D CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. Z 0 000 z; cl) U) z Z 000 a I I'-9,V:2" 11'-'4y2.' { V p IF REPLACING FOUNDATION, EXISTING GONG. BLOCK FOUNDATION. 8" REMOVE PORTION EXI5TIN& WOOD ti Q AFTER DEMOLITION OF EXISTING FRAMING DECK AS REQ D. RE-INSTALL K_ } ABOVE, EVALUATE CONDITION w/ARGHITEG'T, AFTER POUR COMPLETE Q Z AND CHECK DEPTH OF EXI5TINC7 FOOTING5,. DETERMINE IF FOUNDATION 15 SUFFICIENT �x `' odO PROVIDE Ib"x8" FOR NEW TWO STORY ADDITION ABOVE. ENSURE FOUNDATION BOLTS ®48" o% OPERABLE FOUNDATION a VENT (TYP) W --------------------------- ----------------------------- , IF EXISTING FOUNDATION 15 DETERMINED TDA"„ BE INSUFFICIENT DEMOLISH AND REMOVE. PROVIDE NEW 10"x2O" POURED GONG. j ---------------------------------------� -------- ---- j IF NEW FOUNDATION, FOOTING w/(3)#5 REBAR, AND 8" POURED i iI PROVIDE (3)12" LON& #5 GONG. FOUNDATION ABOVE w/(2)#5 REBAR I I I " :: I REBAR DOWELS BETWEEN ` I " I NEW 4 EXI5TIN&, &ROUTED, ' AT UPPER EDGE ox i I I i I �.� I tt I I I I I I EACH SIDE Q _ I1-1V8" TJI/3b0®Ib" F.J. ABOVEO I _ I p EXISTING z POOL EQUIPMENT TO REMAIN. I { t— — ' N " O POOL CONTRACTOR WILL DISCONNECT ---- i i i I s<";. ,:,..:.,",:.::.;;.; � : s , f. :: �^>s::::;z :;.�;%: :;; Z PRIOR TO CONSTRUCTION. PREVENT I 11 j I i 8„ 1S DAMAGE TO UNDERGROUND PIPING DURINGLu I 5'-EXGVTION Q EXISTING CRAWL �• I i -_,, I Z EXCAVATE LEVEL AND m TO ABOVE Ti -r PROVIDE NEW 2 RAT � 0 SLAB I I HATCH ABOVEI 1 I N .`moi : • I I \ I = I I - X . I II x EX I ST I NCv 5ASEMENT W NEC ANL Si�AC I Il I �' EXCAVATE AND PROVIDE 2" THK. POURED 1 I I I r- EXI54G GIRDER I I GONG. SLAB ON TOP OF FOOTINGS EXISTING ROOM LAYOUT NOT 1 s SHOWN. ALL EXISTING FINISHES TO REMAIN UP Q EXISTING F.J. UNDER WALL ABOVE BOILER ��j ---------- ------------------------1- _---O�J X I 06Z IF RE-USING EXISTING FOUNDATION, REMO\/E I I i I I ; I I PROVIDE NEA 24" EXISTING u o TOP COURSE AND PROVIDE FOUNDATION 15OLTS %____� I j j i I WIDE AGGES THRU V1 Q r _ I I EXISTING GO G. WALL AGGE55 AND NEW SOLID BLOCKS AT APPROPRIATE r----� I I EXISTING SUPERSTOR Y HEIGHT FOR NEW FLOOR FRAMING ! �_ f. _ I F NEW 8"x16" CMU PIER SET i I ,Ti I I I HOT WATER TANK j I ON 36"x36"x12" POUREDW w r IF RE-USING EXISTING FOUNDATION, PROVIDE I I I I GONG. FTG. I i i lam: %«{;;' : ; t,":.: :> •::.,:. ..�;w:;.;: ::.:,:,,{: .;: -� z (3)12" LONG #5 REBAR DOWELS BETWEEN �____ /��J NEW Q EXISTING, GROUTED, EACH SIDE =) Ww �� ° v o I I I I --j I---' I II I \\\ /�� Q O a HVAC CONDENSING UNITS I I T q-1/2" Til//,B 04- M L--__J I II FOR MUD LAB I u 24" w. AGGE55 I i I i ,- \. .' " I I tr � :r" O �----------J 8" THK. POURED GONG. OR GONG. BLOCK FOUNDATION WALL w/(2)#5 REBARS TOP j OPERABLE VENTS EDGE, ON IO"x2O" POURED GONG. FOOTING I i a'-O" I I �,----_ ---^ I ' w/(3)#5 REBAR. PROVIDE FOUNDATION BOLTS ® 48" o/c. I I li r s. o ' t L--------------- - --____ --_A s I �� 0\ �. r r— n t •�ir ..;�` {n; � \ / .-' , .+.�z�^x.'Rv'.,_,;.::�s�5', Vis.L --------!L—:7 ----------------- i . (7 el a PROJECT NO: 1615 DRAWN BY: TCS DATE: 9/5/17 F 0 U N D"A T 10 N P L A N 1/4" = 1' - 0" SCALE: 1/4" = V -0" SHEET TITLE: EXISTING WING DEMOLISHED AND RECONSTRUCTED AS TWO STORIES EXISTING RESIDENCE FOUNDATION PLAN SHEET NO: BIDDING & PERMIT SET O V-GROOVE MDF PANELING Q d' b" DEEP ORNAMENTAL PAINTED CASED M. BEAM Q3-1/2" SPRUNG GROWN AT WALLS 4 SIDES OF BEAMS W >- z 1�EG�G I_ o 4 0 O to 4 � z O O g EXISTING FOOL ~ v 41 Q Inv) 0 Q I— z SPA a 4 t/� w 0) LLLLLillullllll 11141A11111, O o F— Q ry SGREENEP :5. a. EX I STING PECX REMOVE PORTION EXISTING DECK AS REO'D TO FACILITATE NEW QO CONSTRUCTION. RE-INSTALL ATTIN O COMPLETION OF FOUNDATION 4 FRAMING z REFLECTED CLG- PLAN 4v2" 4y2" DN W a SCALE: 1/4" = V -0" bye° r"-1�Y2" a � m EXISTING STAIRS DN LREA<FAST TW20510 TW3 510* TW20510ROOM — — — — — — --- — — —— —— — YA -f-1/2" w. 5HELVIN (2)2x10 HDR ® 8' O" s = SHELF 4 POLE - - - - - - - - - - - - - - - — nLANDING — — — — — — — — — — — — — GL. Q SHORE BEAM 4 WOOD FLOOR uD SUPPORT AT ALL TIME5 UP EXISTING POOL EQUIPMENT TO REMAIN. 2,-6y2„ _ x.;. .:,: ;:a t�z:: ...•:;�: POOL CONTRACTOR WILL DISCONNECT - WOOD STAIR w/GUT0 - - PRIOR TO CONSTRUCTION. PREVENT p s - -S1R�ER�aPER I21NINCG ZOOM DAMAGE TO UNDERGROUND PIPING DURING ' — I, RAILING PER SPECS. I N - EXCAVATION AND CONSTRUCTION M OUEST ROOM #2 I 1 DN 06 Z WOOD FLOOR CD 24 I 1 N O = "x24” H T H i is _ Q ween <I TGf�EN N a• M v TO CRAWL 5 UP •,J o Y " - SITTING � ry G I — — I ,�> • o � � w . v 3 M J � 01 NEW WOOD FLOORING W• w D o I I s - AM _ XI �;, I LIVING ROOM ® oo Lu. a " 0 ry I I ;` w U �� Qom. =ry - Iry I EXISTING WW INDOW ALLS DN _ _ry 30x96LL ROOF/GLC FRAMING TO I :,>;_ ., N I REMAIN. SHORE 4 1HA <: ' m m twin twin WOOD FLOOR 1, SUPPORT AT ALL TIMES 1 17/8' 1/360®16" F.J. A VE 30x96— — i ry EXISTING CONDENSER UNITS TO REMAIN. m I ry I DISCONNECT PRIOR TO CONSTRUCTION. _ � 1 $ N >: O i 1 RE-CONNECT PIPING AFTER CONSTRUCTION - ------ ---------- FOYER PROVIDE NEW PLUMBING '"" FIXTURES TH15 BATH. EXI5TING FENCE TO BE TAKEN DOWN Q ��' EXISTING FLOOR TO REMAIN PRIOR TO DEMOLITION, AND RE-ERECTED - :r CJ AFTER CON5TRUCT10N. MAINTAIN POOL <' OAC �, 0 " ENCLOSURE REQUIREMENTS AT ALL TIMES -' GUEST ROOM #1 --------- I� ~ 4 N WOOD FLOOR LQ 3ATT-T TILE FLOOR - _:;:•::.n:;, ; � :•: : ::: >.-:, :r::....: �- ,o �, /`� 0 — PROJECT NO: �e+�6 1615 ® j�Q �,}-} DRAWN BY: _ In TCS cV SHELF 4 POLE (2)11-7/8" LVL FL y�1 2)2x8 HDR®8'—O" 9/5/17 NEW 2x6®I6" FRAMED EXTERIOR WALL5 vi/INSULATION PER SPECS, s/e" PLYWD. - �, TW38510* SHEATHING, BLDG. PAPER 4 CEDAR SHINGLE 1/411 — 1' - o" 5,-IV:2„ 51DING TO MATCH EXISTING RESIDENCE �., Y SHEET TITLE: 6'--V2" 2'-6" 4'-6" 2'-6" 6"_t2" 1st FLOOR PLAN Fl L FLO 0 MR,` "Ph LAN. SCALE: 1/4" V -0" 728 5F/FLOOR = 1,456 SF NEW CONSTRUCTION SHEET NO: EXI5TING WING DEMOL15HED AND RECONSTRUCTED AS TWO STORIES EXISTING RESIDENCE BIDDING & PERMIT SET 22'-a" 11 41 `L'2nAV-116y2u b''�2" Y 2 z PROVIDE NEW TILE FLOOR 4 0 REMOVE EXISTIN& DOOR. WAINSCOTTING AND NEW PLUMBING -� INFILL 4 PA FINISHES FIXTURES THIS BATH o % OZ CT 38 TW20410 7384110* TW20410 ., ---- - jS.h�'.•.'.'i.V�"5r.,.'._. .'.'.v„�41J,,.•,,.`._' ":.L':,:.:::`:. '.hlF':,,.'r;r:.:':.:� ;.5.'•h`..'.''':;."N: (2)2x1 HDR �N 2x10 / - Ib" R.R. x x I F===-- ==— a== cv� I REMOVE SWING z cv ° DBL. R j DOOR; PROVIDE 5TU15Y O� 4t_ _ 28" POCKET DOOR PATCH WOOD _ _ a �I Q ®�� N IN , 5ATH ~ 6N REMOVE EXISTING WALL. FLOOR N ® Q MDF PANELING — THIS ROOM — O PINISHESXISTING. PATCH O 3.. I — - - - ------ - - PROVIDE NEW W 5 TO N O GUEST ROOM #4 I BUILT IN bl�V< O � EXISTING -- -- -- -- - - - - Q WOOD FL OR I ROOF TO_ REMAIN. MAINTAIN -------- Q — 2xfo@lbl G.J. — O STRUCTURAL STABILITY i NALK-IN CLOSET z =N I I In AT ALL TIMES CARPET BY OWNERod )IV - - SHELVING BY OTHERS xl0®Ib R.R. 2x10®I R.R. i iv -t- _ king F===== R Q. oPEN � %;:, �:.,. � IIII � ,- � W c '' REMOVE DOOR GL. Q I j— >` INFILL ` 4 GA'SINGS V MASTER Z DN {' 1 1 11DOOR --___� 8 G ST 1ZOOM QQ 8'-O" TYP. PLATE O _ _ _ HALL � — I — % N ' EDGE OF a'-O" FLAT WOOD FLOOR ' DN � a "ry I CEILING ABOVE Q ___ _ Q c 30x80 i CEILING I _O PROVIDE NEW TILE FLOOR 4 Q i HATCH I I I WAINSCOTTING AND NEW PLUMBING O in m I50 FIXTURES THIS BATH O 30x80 i i OIL- _ 4: N I I I +�o IN. -� O HALL -- -_ - _- z I �--- ---j I NUJ Lu (n I N m MD PANELING 0 � i ll THIS ROOM ,�, . 4444+ I - -- — - -- -- ---- -- � Ti-t .N O ,m` I queen 0 • Q _ IU1=ST R001%-1 #3j I WOOD FLOOR -� TILE FLOOR j N M � I I DBL. TER 11in g L ---- x I m I 2x Ib" I (2)2x1 HDR n V� Q• M a r � u OWN -- J • n CT 38 o TW20410 TW3 410* TW20410 W -1' w z x Q' On 5'-lvy = Q Z < W• 0 W to b n u Q r (7 eo 151-4RED CEDAR SHINGLE ROOFING ON W u N U II'-4y2" II'-4V2" LATH SHEATHING ON 2x10®I6" RAFTERS, TO MATCH EXISTINGJo (/) (n. I Ix5 ON Ix8 PVC FASGIA/RAKE PROVIDE MINIMUM (2)2x8 HDR UNLESS OTHERWISE NOTED BOARD, LAID OVER SHINGLE SIDING %JtCOND FLOOR PLAN SCALE: 1/4" = 1' -0" Tw2s3s / 2s3s Tw2s3s PTW263q]6 LINE OF EXISTING ONE STORY WING TO BE DEMOLISHED o r ". `n EXISTING WING DEMOLISHED AND RECONSTRUCTED A5 TWO STORIES EXISTING RESIDENCE RED CEDAR SHINGLES PER �_� ✓�, `` SPECS, ON 30# BLDG. PAPER _— — — — — — SECOND FLOOR ON V PLYWD. SHEATHING > _ _ PROJECT NO: ------------------------------------------------------- -- -—— --- ------------------ 1615 Ix4 ON Ixb ON 1x8 FRIEZE BOARD NOTE: C 3 _c1F3_ C 3 C C 3 C 3 AT PERIMETER. PROVIDE DRAWN BY: PROVIDE /e" PLYWD. DECKING IN ATTIC EXISTI FINISHE5 T AIN FLASHING 4 DRIP EDGE ABOVE TCS ABOVE SECOND FLOOR, APPROXIMATELY ` ` 8'x12' FOR SERVICING OF HVAC, EQUIPMENT ISA E: 9/5/17 FLARE SHINGLES AT PERIMETER 1/4" = I1 - 0" _- - -- - -- - - -- -- - - - -- — ---- -- - -- — FIRST FLOOR -- -- - SHEET TITLE: CULTURED STONE FACING ABOVE GRADE TO MATCH EXISTING NEW GONG. FOUNDATION BEYOND. 2nd FLOOR PROVIDE GONG. STUCCO FINISH ABOVE GRADE PLAN IL-—— ——— — — — ——— — ———— — ——— ———— —— —— —— —— — —————— — ———I W E S T E L EVA' 10 R SHEET NO: SCALE: 114" = V -0" BIDDING & PERMIT SET EXISTING RESIDENCE EXISTING WING DEMOLISHED AND RECONSTRUCTED AS TWO STORIES PROVIDE WOVEN, VENTED RIDGE RED CEDAR SHINGLE ROOFING ON F1 LATH SHEATHING ON 2x10®16" RAFTERS, TO MATCH EXISTING DIAMOND POINT ORNAMENTAL W 5HINGLE5 TO MATCH EXISTING � Z n 12 0 Ix3 ON Ix8 PVC FASCIA/RAKE J BOARD, LAID OVER SHINGLE 51DINC O = F- Ix6 PVC FRIEZE - - -- -- -- --- - -- -- — - - -- ---- SECOND FLR. GLC_ — CT 3 � Z aD RED CEDAR SHINGLES PER O Q ffil H SPECS, ON 30# BLDG. PAPER ON %" PLYWD. SHEATHING a -PROVIDE TEP FLASHING AT � U Li I E NG FINISUEST [71�1�N PRPROVIDE STEP INTERSECTION Q Q Q Li LJLj 2041 TW38410* W2041 0 cn 16" WIDE WOOD BOARD 4 RAIL EXISTING ROOF TO REMAIN. SHUTTERS TO MATCH EXISTING ® Q MAINTAIN STRUCTURAL Q ------------ ------ -------------------- ------ STABILITY AT ALL TIMES ~ = Z SECOND FLOOR 0 Q _ ---- ---- FIRST FLR_CLG_- - W Z Ix4 ON Ixb ON Ixb FRIEZE BOARD O _ AT PERIMETER. PROVIDE FLASHING 4 DRIP EDGE ABOVELJ I LA L IL—I.LJ. IN I ITE I Q a Q. F�JF j_1___11:::11E1 2051 TW38510* 2051 Q 0 FLARE 5HINGLE5 AT PERIMETER O W z Z FIRST FLOOR W CULTURED 5TONE FACING ABOVE GRADE TO MATCH EXISTING NEW GONG. FOUNDATION BEYOND. PRO'/IDE GONG. STUCCO FINISH Ik AV / �------ � ABOVE GRADE . -,.TH ELLVATIUM SCALE: 1/4" V -011 EXISTING WING DEMOL19HED AND RECONSTRUCTED AS TWO STORIES EXISTING RESIDENCE otf Z• . N Q• c o r �4 J �• • oma ^. s. F o o 0 DIAMOND POINT ORNAMENTAL W J• _ U_ 5HINGLE5 TO MATCH EXISTINGW Ln REPAIR WINDOW FOR W• M 12 EASY OPERABILITY W, a N U M cqSECOND PLR CLG — — — ———— — —— — — —— —— - -- - - — — — OaD3 12 32 F L -ILLF C EXISTING ROOF TO REMAIN. STIN FINISHES T RE AI FLAT SEAM LEAD COATED 2041 TW38410* W2041 MAINTAIN STRUCTURAL < r STABILITY AT ALL TIMES Ll I Ij COPPER ROOF, FLASHING INTO O� +'`N WALL SHINGLES BEHIND PROVIDE NEW DOWNSPOUT { -' THIS LOCATION SECOND FLOOR SOLID PVC, GROWN AT BAY ---- ---- -- - ---- -- --- -- -- -- -- -�--- WINDOW ROOF TO MATCH EXISTING - - PROJECT NO: Ix4 ON Ixb ON Ix8 FRIEZE BOARD 1615 T PERIMETER. PROVIDE DRAWN BY: FLASHING 4 DRIP EDGE ABOVE LW TCS dRRE ACE f 4,51NC771 iIS WI On RE5 87. TW38510* 9/5/17 1/4 = 1' - owl RST FLOOR— —— — SHEET TITLE: NORTH & SOUTH -- LEVATION SOUTH SHEET NO: SCALE: 1/4" = 1' -0" BIDDING & PERMIT SET W �- 14'-V:2" 3 z n OUVOUT ® GAMBREL RAFTERS (, J ® 0 PROVIDE METAL 5TRAPPING AT ALL RAFTER ~ TO RIDGE CONN GTIONS AS PER GORE. PROVIDE FULLY VENTED RIDGE 0 TOP ROOF RAFTERS z Z 0 0 CEDAR 5HINGLE ROOFING ON LATH ~ ON 2x10®I6 ROOF RAFTER Q 12 () 0 _ BUILT-UP PURLIN AT GAMBREL FRAMING co N BATT INSULATION IN 2x8®I6" ® Q CEILING JOISTS Z PROVIDE HURRICANE CLIPS AND ALL REQUIRED / \ 08 a STRAPPING AS PER CODE.2nd FLR. CEILING JOISTS _ (n W GUTTER ON Ix3 ON Ixb FASCIA. PROVIDE ® Q ! CONTINUOUS I" VENTING w/SCBE)=NSD OPENING PROVIDE FLASHING BETWEEN EXI5TING / / \ — 2nd FLR. TOP PLATE / / \ ROOF AND NEW WALL, WATERTIGHT / \ SHORE EXISTING ROOF 4 WALLS PRIOR TO FM Q / / \ DEMOLITION. MAINTAIN STRUCTURAL Q C' VINYL GLAD WOOD WINDOW w/5/4"x4" PVC / / \ HLIL I \ INTEGRITY AT ALL TIMES Q GAGING 4 2" EXTENDED SILL / / // \\ \ Q cl 1 0 0 UFT] STA \ _ / O �� M #BALL W � EX TING EILIN FRAM G 4 INISH T Q EXTERIOR WALL FRAMED w/2xb®I6" STUDS w/g/8" / / \ / \ RE AIN, I LUDI LIGH SOF I VE IFY m PLYWOOD 5HEATHIN6, BUILDING PAPER AND / / \ / \ R- O INS ATIO OR5U PLEM T A5 Q'D WHITE CEDAR 5HINGLE5 PER SPECIFICATIONS I 2nd FLR. SUBFLOOR Ix4 ON Ixb ON Ixb PVG FRIEZE BOARD AT PERIMETER ADDITION. LAP FRIEZE OVER WINDOW let FLR. TOP PLATE GAGING. PROVIDE FLA5HING AND CONTINUOUS TE 17-71 NcSSPRAY FOAM VAPOR BARRIER AND BATT / \ o2S Z. INSULATION, P4/GYP. BD. INTERIOR FIN15H J c Q WOOD FLOORING ON BLDG. PAPER ON g/4" / \ NEW WOOTAIR w/CLOSED STRINGS EE SPECS it PLYWD. SUBFLOOR ON TI FRAMING PER FOUNDATION PLAN. PROVIDE INSULATION w ? BETWEEN FLOORS / \ LV• w U. \ / \ W• ^' 2 M FLARE SHINGLE5 2 AT PERIMETER \ \ N let FLR. SUBFLOOR 2x8 TR. WD. SILL, BOLTED TO FOUNDATION TOP FOUNDATION ISI L 5 F CAREFULLY CAREFULLY EXAMINE CONDITION AFTER c DEMOLITION AND DISCUSS OPTIONS FOR 8 THK. POURED GONG. FOUNDATION WALL w/#5 !` SUPPORT OF EXISTING PRIOR TO FORMING �j.. REBAR ®24" O/G EACH WAY, w/36" SPLICE AND \ \ 4`s,; }`' .',,.,,• AND POURING NEW FOUNDATION. DO NOT w/L in PER SPECIFICATIONS, IOUID APPLIED / 2 THK. RAT GONG. SLAB DAMPPROOFING 4 STUCCO ABOVE GRADE UNDERMINE XI , &. E STING SLAB TOP FOOTING 10"x20" POURED GONG. FOOTING w/(3)#5 REBAR `,. i, Xy / T/ / / / \\/ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\�\ \\ \\ \\ \\ \\ \\ PROJECT NO.: // 1615 / DRAWN BY: / S�' �� TCS CHECKED BY: DATE: 9/5/17 SCALE: 3/8" = 1'-0" BU LD H %ter N SHEET TITLE: SCALE: 3/8" = 1' -0" BUILDING SECTION SHEET NO: BIDDING & PERMIT SET 3-1/2" DEEP RECESSED CUSTOM MED. CERAMIC TILE FLOORING ON CAB. w/T1'P. CASING. PROVIDE (3) GLASS CONCRETE SLAB. PROVIDE FLUSH SHELVES $ FRAMELESS MIRRORED FRONT STONE THRESHOLDS AND TRIM V-GROOVE MPF PANELING PER SPECS. 3-1/2" 5PRUNG GROWN PROVIDE Ix2 TOP SHELF w/,COVE 2'-O" MOLDING GYP. BD. m w >- CERAMIC TILE ON GEMENTIOU5 Z -ILIL BAKER BOARD. PROVIDE REGE55ED NICHE w/SHELF 4 -� / cV JAMBS, AL 1 GNED w/TILE ,COURSES O = 1 _ c°n m z r BATH TUB DROPPED INTO STONE og3 O \ m SLAB. PROVIDE FRAMING FOR o o � ~ O a _ \ / SUPPORT Q GYP. C) co BD. UO \ / / \ \ 0 w/Ix BOOKSHELVES DEEP Q F- � L PAINTED WD. FACE FRAME. Z LJ =N PROVIDE TYP. BASE $ OAK � a CE3ATH TUB PRE-FAB. VANITY, COUNTERTOP, PLYWD. COUNTERTOP w/OAK (f� W m ELEVATION ELEVATION INSTALLATION 3 UCET BY CON RA o FOR ELEVATION EDGE BANDING 0 Q 1 23 Oa. � H a 3-1/2" DEEP REGE55ED CUSTOM MED. > Q GAB. w/TYP. CASING. PROVIDE (3) GLA55 O O -0000 0 VIM z cmm% mASHELVES $ FRAMELESS MIRRORED FRONT Z O W in- SCALE: 1/2"=1'-0" _ m V-GROOVE MDF PANELING PER SPECS. PROVIDE Ix2 GYP. BD. -- - - — — — — TOP SHE w/GONE MOLD I NG // LINE OF SHOWER WALL 3y2 2'-62 2�'6y2 D co GYP. BD. GE I L I NG BEYOND Ai I / CUSTOM FRAMELESS SHOWER ELEVATION 06 Z• ENCLOSURE. HARDWARE 9 - -�' / 5ELECTI ON BY OWNER N a• JII / dJ I ' -�E LLI • z w W Lo \ SCALE: 11/2"=V-0" L N 0 a m \ 2 w• = M \ _ u L4 \ ZZZ1 `_ NOTES: NN• SEE PLUMBING, ELEGTRIO, GERAMIG S I O PRE-FAB. VAIN I TY, COUNTERTOP, 6 m 4 ELEVATION 5ELEVATION ELEVATION TILE, D INTERIOR F I N I SHE5 5EGT I ON� 5 NTCANER � 1OR MATERIAL5 INSTALLATION BY CONTRACTOR OTHER INFORMATION F ( C � Co/oor rL SLAB --- - pv`1►�'� � SEAT ` - 1615 O S CERAMIC TILE ONRAWN � � TCS m GEMENTIOU5 BACKER BOARD. PROVIDE CUSTOM SHOWER BASE PROVIDE REGE55ED N I GHE Al CERAMIC TILE FINISH. PROVIDE w/SHELF $ JAMBS, ALIGINED ATE TILE ON SHOWER WALLS OR w/TILE ,COURSES 9/5/17 'I/ GEMENTIOUS BACKER BOARD, YV 1 -P2 RECESSED NICHE. PROVIDE SLAB 112" = 1'-0" 3,_O„ STONE SILLS AND JAMBS. _Z; m X n a" VLR BA� H BATHS IN SCALE: 1/2"=1'-0" ADDITION . 7 ELEVATION 8 ELEVATION BIDD11MOG & PERMITS-JET s 4" PROVIDE NEW GROWN MOULDING 2._8 2'-Sy2" 2'-2,1/2" 2._6 3 -oil REMOVE EXISTING FLOOR $ WALL TILE FROM 5-1/2" DEEP REGE55ED CUSTOM MED. SHOWER. REPAIR 5UB-BA5E AND INSTALL GAB. w/T1'P. CASING. PROVIDE (5) 6LA55 NEW TILE. PROVIDE REGE55ED N I GHE SHELVES $ FRAMELESS MIRRORED FRONT 00 REMOVE EXISTING TILE WAINSCOTING. REPAIR EXISTING WINDOW SASH FOR PROVIDE NEW TILE PER SPECS SMOOTH OPERATION O - Or x IBJ z GYP. JFJ0 11 // \\ I(51 H ' n O - gX 15 T'6 EXIST' DOOR DOOR - z Z m TO TO / ® O `REMAIN REMA I,N o o �- o i Q aoo �t j \ / ~ U Z1AA t _ O I a , .. 10 ELEVATION ELEVATION ELEVATION w SCALE.. m BA 1/2,.--1 -0 11 12 o PRE-FAB. VANITY, COUNTERTOP, 5 _ LAVATORY $ FAUCET BY OWNER FOR o �2 INSTALLATION BY CONTRACTOR I— Q CL 0 5-1/2" DEEP REGE55ED CUSTOM MED. REMOVE EXISTING WALL TILE. REPAIR > Q GAB. w A /TYP. G51NG. PROVIDE (5) GLASS I'-6" 5U5-BA5E AND INSTALL NEW TILE. PROVIDE O 0 SHELVES $ FRAMELESS MIRRORED FRONT REGE55ED N I GHE PROVIDE NEW GROWN MOULDING z Z W Q ° NEW PEDESTAL LAVATORY m 13 ° 16 14 TOILET 5REMOVE EXI5TIN6 FLOOR 4 WALL GYP• TILE AT BATHTUB. REPAIR Br;). 5UB-5A5E AND INSTALL NEW TILE. ` 'd- PROVIDE REGE55ED N I GHE m ` - - EX15T'(� ' DOOR od z• TO / REMAIN - Q• °_ NEN TUB EXISTING WOOD WAIN500TIN6 TO / S , a oM REMAIN. PATCH A5 REQ'D, PREP. / w • W z 3 AND PAINT / a zu. / m W• v ! ui NEW TUB aC40 /W• N Q I—• v woo n d R U ELEVATION ELEVATION ELEVATION ELEVATION 13 14 15 16 SCALE: 1/2"=1'-0" 3-I/2" SPRUNG GROWN PROVIDE NEW GROWN MOULDING EXISTING STONE TILE A� FLOOR TO REMAINI-By 11 Via- ,9'• � Ea 1615 MIRROR BY OWNER GYP. 8D. SOLID GORE LAMINATE TCS NOTES: (18 'HECKED 19Y: SEE PLUMBING, ELECTRIC.,, COUNTERTOP w/EA5ED EDGE 17 CERAMIC TILE, AND INTERIOR OAK FLOORING 9/5/17 FINISHES SECTIONS IN 5" 6. PENCIL DRAWER m O NEW PEDESTAL SPECIFICATIONS FOR I I - 1/2" = 1'-0" -HLET T11° ° LAVATORY MATERIALS l$ OTHER SOLID ¢ORE LAMINATE p ' INFORMATION COUNTERTOP w/EA5ED EDGE o 0 0 0 = C� PAINTED WD. BASE CABINET o o w/(2) DRAWER LATERAL F I LE5 BATHS IN ON EACH 51 DE, ON 4" BA5E _ I 11 EXISTING :21-111 2, 5Y2 2'-1" P 0 w R M 2 SCALE: 1/2"=1'-0" ELEVATION 18 ELEVATION U D Y ml A t� R 17 SCALE: 11/2"=11'41 BIDDING & PERMIT SET z � o 0 O F z z -- 000 a 1 U 1 ® i 'N n . . ® i 0 0 J i to above. 1 Q F_i iii �' ryN STUDY UP Z \ I `� 1 II , j i 0 O 1 1 / n. desk jj � II � V♦ W SUEST ROOM #2 z 1 I' VERIFY DESTINATION OF O Q 1\1 --- --- ELIMINATE UNUSED CIRCUITSLl Q to J �` '' ---'\\``� i ` \\�� to i UP \O 1 below AA�LK—IN CLOSET ,to light In sitting room ---- \ 1 ------ O GUEST ROOM #4 1 O w ii z z W 1 SAP Y 1 I 1 I twin twin 100 amp. 5UBPANEL I I I I I I I I I I I ----------- 1 ween a ELECTRICAL LEGEND j 11 i 1 QQ DUPLEX RECEPTACLE OUTLETIT& SURFACE MOUNTED SPOT LIGHT i I I 0 20RECEPTACLE OUTLET SWITCH z•SUBST ROOM #5 I DOOR SWITCH 1, i \\ 1 , GUADRAPLEX RECEPTACLE OUTLET , , Lo HALF HOT RECEPTACLE OUTLET SWITGH4 DIMMER SUE5T ROOM #1 ', "' a M I 0 WATER PROOF RECEPTACLE OUTLET TELEPHONE J WH I I GROUND FAULT INTERRUPTOR OUTLET 0 TELEVISION - i o � H16H HAT FIXTURE 5/b SMOKE DETECTOR \� 1 W J. E a z © CARBON MONOXIDE DETECTOR Ii = W' Cl ®ra--.;4; v HIGH HAT FIXTURE LOW VOLTAGE a N � DIRECTIONAL HIGH HAT X SURFACE MOUNTED CEILING FAN � W. Is SURFACE MOUNTED CEILING FIXTURE Q ® SURFACE MOUNTED LOW VOLTAGE SPOT f UNDER CABINET STRIP HALOGEN FIXTURE N I-(- SURFACE MOUNTED WALL FIXTURE T SURFACE MOUNTED L16HTIN6 TRACK EXTERIOR WALL MOUNTED FLOOD LIGHT ® AUDIO SPEAKER EXHAUST FAN t!TW } v Co -,=, d ' L ' ' L ' C' "' ICL L IC LAY" U �, I , SCALE. 1/4" _ . " SCALE: 1/4" = 1' -0•' 1 _0 fj NOTE: - PROVIDE EXHAUST FANS TO BOTH EXISTING ' POWDER ROOM AND TO EXISTING GUEST BATH ON SECOND FLOOR, NOT SHOWN. PROJECT NO: 1615 DRAWN BY: TCS CHECKED BY: 9/5/17 1/4 = 1' - 0" SHEET TITLE: ELECTRIC LAYOUT PLANS SHEET NO: BIDDING & PERMIT SET