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Town of Southold Annex P.O. Box 1179 54375 Main Road yi Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37389 Date: THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2795 Wells Ave, Southold, SCTM #: 473889 See/Block/Lot: 70.4-15.1 1/20/2015 1/20/2015 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/30/2013 pursuant to which Building Permit No. 38434 dated 10/21/2013 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: renovation of existing one family dwelling with additions including screened porch covered porch deck roof top deck and attached two car garage as applied for per ZBA #6655, dated 6/20/2013. The certificate is issued to Vastola, Raymond & Vastola, Joyce (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0044 9/17/2014 ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 9/26/2014 38434 9/10/2014 Kevin Rempe Plumbing t Signat e > Town of Southold Annex P.O. Box 1179 54375 Main Road 9� Southold, New York 11971 * 1. CERTIFICATE OF OCCUPANCY No: 37390 Date: THIS CERTIFIES that the building IN GROUND POOL Location of Property: 2795 Wells Ave, Southold, SCTM #: 473889 Subdivision: S ec/Block/Lot: 70.4-15.1 Filed Map No. 1/20/2015 1/20/2015 Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/30/2013 pursuant to which Building Permit No. 38434 dated 10/21/2013 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: accessory in ground swimming pool fenced to code with terrace as applied for per ZBA #6655 dated 6/20/2013 The certificate is issued to Vastola, Raymond & Vastola, Joyce (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 38434 9/10/2014 Auto ' ed gnatur Town of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 1/20/2015 No: 37391 Date: 1/20/2015 THIS CERTIFIES that the building HOT TUB Location of Property: 2795 Wells Ave, Southold, SCTM #: 473889 See/Block/Lot: 70. -4-15.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/30/2013 pursuant to which Building Permit No. 38434 dated 10/21/2013 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: accessory hot tub on existing terrace as applied for per ZBA #6655, dated 6/20/2013. The certificate is issued to Vastola, Raymond & Vastola, Joyce (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 38434 9/10/2014 Autho ii ture Permit #: 38434 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD,NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permission is hereby granted to: Vastola, Raymond & Vastola, Joyce 80 Hampton Rd Scarsdale, NY 10583 Date: 10/21/2013 To: Additions and alterations to an existing single family dwelling and the installation of an in -ground swimming pool and hot tub as applied for per SCHD, ZBA, Trustee, and DEC approvals. 3 COs required. At premises located at: 2795 Wells Ave. Southold SCTM # 473889 Sec/Block/Lot # 70.4-15.1 Pursuant to application dated 9/30/2013 To expire on Fees: 4/22/2015. and approved by the Building Inspector. SWIMMING POOLS - IN -GROUND WITH FENCE ENCLOSURE $250.00 SWIMMING POOLS - IN -GROUND WITH FENCE ENCLOSURE $250.00 CO - SWIMMING POOL $50.00 CO - SW $50.00 SINGLE FAMILY DWELLING - ALTERATION $2,125.20 Tota • $2,725.20 uild4ng kspector G'" 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). I Approval of'eleatrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit' Planning Board Approval -of completed site plan requirements. B. For existing buildings (prior`-ioApril 9, 1957y -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 - Resid'ential $15.00, Commercial $15.00 Date. New Construction: — V/ Old or Pre-existidg Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property�:) LQ Suffolk County Tax Map No J 000,'Sechon Lot. . ' ;Subdivision --___'I-1 :Filed M '��" p. Lot: 22 Permit No. 7 .3 Lt Date of Permit. Applicant: 69MLP Health Dept. Approval: Underwriters Approval: Planning Board -Approval: . Request for. Temporary Certificate- Final Certificate: (check one) Fee Submitted: $ 5D , ignature 4licric e Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(a-)town.Southold. ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Raymond & Joyce Vastoia Address: 2795 Welle Ave City: Southold St: NY Zip: 11971 Building Permit #: 38434 Section: 70 Block: 4 Lot: 15.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e 51TE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool X New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 54 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 20 Smoke Detectors Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 38 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances 1-dw Dryer Recpt 1-30 Emergency Fixture Time Clocks Disconnect 200a Switches 63 Twist Lock Exit Fixtures �] TVSS Other Equipment: renovation of house and new pool, 6 -exhaust fans, 1 -hydromassage tub, 1-GFCI circuit breaker, 6 -ARC fault circuit breakers, deck and patio lighting, SWIMMING POOL to include, bonding, 1 -control panel, Notes: 5-GFCI circuit breakers, 3 -single use recpticles, 2 -pumps, 1 -gas pool heater, 1 -pool cover motor Inspector Signature:Date: Sept 10 2014 81 -Cert Electrical Compliance Form.xis Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 1 197 1-0959 Telephone (631).765 -1802 Fax (1631),765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD .CERTIFICATION Date: Building Permit No. Owner: y Mon . d �b yC pita 1 a (Please print) : Plumber: �t--- «Ql .Sirh� f �" COW R (Please print) Notary Public, State of New York No. 01 BU6185050 C Qualified in Suffolk County 1 Notary Public, �ounty Commission Expires April 14, 2 bl to TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 ZMSPECTION [FOUNDATION 1ST [ [ ]FOUNDATION 2ND [ [ FRAMING /STRAPPING [ [ ]FIREPLACE &CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ [ ]ELECTRICAL (ROUGH) [ REMARKS: V-\ i'" ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRH*Lr"AL) DATE L INSPECTOR # # H TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE A CHIMNEY [ ] FIRE RESISTANT CONSTRI.MON [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION [ ]ROU PLUMBING [ ] SOLATION [ FINAL [ ] FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION [ 1 ELEc'rnicaL (FINAL) [ ]CAULKING .� •� �t %/iii '- _ DATE C l INSPECTOR ��pf 804jyo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION FOUNDATION 1ST [ ]ROUGH PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ REMARKS: `%) A"(-� L ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE l � � INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 PECTION [] UNDATION 1ST [ ]ROUGH PLBG. [ FOUNDATION 2ND [ ]INSULATION [ FRAMING/ STRAPPING [ ]FINAL [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ] E�EC�RK''A4 (FINAL) REMARKS: DATEINSPECTO 44 3(o o��OF SOUTH TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECT - N [ ]FOUNDATION 1ST [ ROUGH PLBG. [ ] F NDATION 2ND [ [ FRAMING /STRAPPING [ [ ]FIREPLACE &CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ [ ]ELECTRICAL (ROUGH) [ l REMARKS: ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) nl� DATE � � � INSPECTOR OF SOUr�,o<o �6 .47 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE & CHIMNEY I l Flee RESIs'rnrrt consrnuc'noN ELECTRICAL (ROUGH) [ ]CODE VIOLATION REMARKS: [ ] ROUGH PLUMBING [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) ] CAULKING DATE Z INSPECTOR` b c�3 c(, OF SOUl9 REMARKS. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE A CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION ,)G"b [ ] FjlfUGFI PLUMBING INSULATION I ]FINAL [ ]FIRE SAFETY INSPECTION I l FIRE RESISTANT roNEtnutwN I ] eLEcTnicnL (FINAL) cauLK ,z ! 7) DATE INSPECTOR l TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ --FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING /STRAPPING [ ]FIREPLACE &CHIMNEY ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC REMARKS: DATE QS}-'- / INSPECTOR �� pf SOUT�o� um, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION IST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS: [ ]ROUGH PLUMBING [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) [ ]CAULKING 6,� pt& C-Z� - 02L -,- DATE � �d��� INSPECTORi�'� �"'—" �o��OF SOpT�,O`o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION RPUARK-Q- [ ] ROUGH PLUMBING [ ] ,!IPSULATION FINAL I l FIRE saFEry INSPECTION [ ]FIRE RESISTANT PENETRATION C 1 ELECTRICAL (FINAL) [ ]CAULKING DATE � � INSPECTOR Mill'' , , _• `y M � )���Ilt /��� WWWWAVOLMA ADDITIONAL CONMNTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined , 20 DISAPPROVAL PERMIT NO. Approved 220 - Disapproved 20Disapproved a/c0112 mw__ Expiration , 20 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Foran Contact: Mail Phone: -- ---- Building Inspector r' - APPLICATION FOR BUILDING PERMIT f ^, 9 2013 Datey- Z8 , 20_ INSTRUCTIONS a. This applic- �hjn MUST completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of -plans, accuraTe p of plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ( ign o applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No._ Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Td Block Lot 16.1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and a. Existing use and occupancy yak"1jamil b. Intended use and occupancy A 6ah'k P, of proposed construction: 3. Nature of work (check which applicable): New Building Addition X Alteration Repair Removal Demolition Other Work 221 f (Description) 4. Estimated Cost Fee —'' (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars Z 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 1- 61, Rear (s9' -G" Depth _7-4 Height 23`- 10 Number of Stories Z Dimensions of same structure with alterations or additions: Front 609'--5" Rear Depth r � Height ZPS'-�o" Number of Stories 2 8. Dimensions of entire new construction: Front -- Rear Depth Height Number of Stories 9. Size of lot: FrontSOD Rear f-5b� Depth 26G' 4 2£� 10. Date of Purchase 20 /O Name of Former Owner Don ke.i�u 11. Zone or use district in which premises are situated -SIO 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES NO_ (ZWill excess fill be removed from premises? YES_X NO 14. Names of Owner of premises &q u&-- ddress Phone No. Name of Architect rnar> Address n;;n5 iy)1 - MtiPhone No 631 -7a4 -6,40S 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 a tidal wetland? * YES_X_ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO__ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ,i�A n being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the &A- L� P� (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 y e this da of _MdrCk 20 � Q,��Aot ... t . .. -. Yol�: OMfy oust lisd in uffolk County Co' ;' ion Expires May 30, 2M -ZAY of Applicant TO«'VN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined 0 2 i , 20 13_ Approved �'i� , 20'J_ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health ✓ 4 sets of Building Plans Planning Board approval Survey � PERMIT N A � � Check ✓ Septic Form N.Y.S.D.E.C. ✓ Trustees Flood Permit Storm -Water Assessment Form__J1/__ ZFDA ✓ Contact. Mail G51 724 Asa , 20� a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housin code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. —(S'i*atLrf applicant or name, if a corporation) Y (Mailing address of applicant) 1`35 State nhwh'' ether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises I (As do 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 House Number Street County Tax Map No. 1000 Subdivision will be done: Hamlet Section _ 70 Block Lot Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy !Ein 141 rnWhAR-2-6 kzL_; b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration } Repair Removal Demolition Other Work (Description) 4. Estimated Cost* 6�iq,Q00 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars .2--*X1:e&Ir Q 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front (off '-g," Rear &91-G" Depth Height Z 2'-1" ^Number of Stories 2 Dimensions of same structure with alterations or additions: Front Rear Depth 37'-G it Height 27' A Number of Stories 2 8. Dimensions of entire new construction: Front Rear Depth - Height — Number of Stories — 9. Size of lot: Front Ion Rear401 Depth 288' 10. Date of Purchase 201i0%- Name of Former Owner 11. Zone or use district in which premises are situated R -40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_X_ NO 13. Will lot be re -graded? YES_ NO Will excess fill be removed from premises? YES NO, - 90 ' 14. Names of Owner of premises Address r' Phone No. c 4-47Z- 75 EI4 Name of Architect-aaI711(man Address 4 Phone No 734-&40S Name of Contractor 7-02f7 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.��- ec b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. j5 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) SS: COUNTY OF ) being duly sworn, deposes and says that (s)he is the applicant (Name of in vidual signiing contract) above named, (S)He is the Yri+ l+ (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. Swot to before me this 20 /3 day of �� Notary Public JOANNE M. DOUGHERTY NOTARY PUBLIC -STATE OF NEW YORK No. 01 D06204526 Cuollfied in Suffolk County My Commission Expires April 20, 2017 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 8272 DATE: AUGUST 21, 2013 ISSUED TO: RAY & JOYCE VASTOLA PROPERTY ADDRESS: 2795 WELLS AVENUE, SOUTHOLD SCTM# 70-4-15.1 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 21, 2013, and in consideration of application fee in the sum of $250.00 paid by Samuels & Steelman Architects 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 remove existing second -floor and construct new second -floor over existing first -floor; replace all existing windows and doors on first floor; replace siding; construct new entry porch and walk way; construct new 287sq.ft. screen porch over existing north deck with new concrete footings; replace existing 395sq.ft. decking and railings at existing deck structure at both decks; install new automatic awning over main deck; remove existing exterior stair at north side of house; construct 1,600sq.ft. of new stone terraces on concrete slab with frost and retaining walls; add approximately 420 cubic yards fill as required to minimize slope and level grade at terraces; new 20'x40' gunite pool and pool equipment; new free standing spa; new guard railings and pool enclosure fencing; new 3'x40' wood catwalk along landward edge of bulkhead; new drywells for roof run-off and pool backwash; abandon existing sanitary system and construct new landward of dwelling; new underground gas and electric line to dwelling; remove existing driveway and relocated to northern edge of property; remove two trees as required for pool; establish and subsequently maintain a 15' wide landscaped non -turf buffer along the landward side of the bulkhead; and install a line of staked hay bales with silt fencing prior to and during construction; and as depicted on the site plan prepared by Samuels & Steelman, Architects, last dated June 25, 2013, and stamped approved on August 21, 2013. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. oL 0 SOUjy John M. Bredemeyer III, President � Michael J. Domino, Vice -President ~ James F. King, Trustee igs Dave Bergen, Trustee p� 3,0, Charles J. Sanders, Trustee yCOU'� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 CERTIFICATE OF COMPLIANCE Telephone (631) 765-1892 Fax (631) 765-6641 # 1087C Date: January 12, 2015 THIS CERTIFIES that the removal of second floor and construction of new second floor over existing first floor,• replacement of all windows and doors on first floor,• siding replacement; construction of new entry porch and walkway 287sq ft screen porch over existing north deck with new concrete footings; replacement of existing 395sq ft decking and railings at existing deck structure at both decks,• installation of new automatic awning over main deck,• removal of existing exterior stair at north side of house,• 1 600sq.ft. stone terraces on concrete slab with frost and retaining walls,• addition of t420cy. fill,• 20'x40' gunite pool and pool equipment• free standing spa -guard railings and pool fencing; 3'x40' wood catwalk along landward edge of bulkhead; new drywells; abandon existing septic system and construction of new,• gas and electric line to dwelling; removal of existing driveway and relocated to northern edge of property removal of (2) trees; a 15' wide landscaped non -turf buffer landward of bulkhead At 2795 Wells Avenue, Southold, New York Suffolk County Tax Map # 70-4-15.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 26, 2013 pursuant to which Trustees Wetland Permit #8272 Dated August 21, 2013, was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of second floor and construction of new second floor over existing first floor; replacement of all windows and doors on first floor,• siding replacement', construction of new entry porch and walkway' 287sq.ft. screen porch over existing north deck with new concrete footings; replacement of existing 395sq.ft. decking and railings at existing deck structure at both decks; installation of new automatic awning over main deck; removal of existing exterior stair at north side of house,• 1 600sq.ft. stone terraces on concrete slab with frost and retaining walls; addition of f420cy. fill; 20'x40'ug nite pool and pool equipment, free standing spa,• guard railings and pool fencing; 3'x40' wood catwalk along landward edge of bulkhead; new drywells; abandon existing septic system and construction of new; gas and electric line to dwelling,• removal of existing driveway and relocated to northern edge of property removal of (2) trees; a 15' wide landscaped non -turf buffer landward of bulkhead. The certificate is issued to RAY & JOYCE VASTOLA owners of the aforesaid property. � � r Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: April 8, 2013 TO: Nancy Steelman (Vastola) 25235 Main Road Cutchogue, NY 11935 Please take notice that your application dated March 28, 2013 For permit to construct an accessoryground swimming pool, additions, and alterations to an existing single family dwelling at Location of property: 2795 Wells Avenue, Southold, NY County Tax Map No. 1000 - Section 70 Block 4 Lot 15.1 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXII, Section 280-116B, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy-five (75) feet from the bulkhead." Cc: File, ZBA BOARD MEMBERS Lerslie Kwes Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Horning Ken Schneider I 'i �I 1 JUN 2 5 2013 �0 http://southoldtown.northfork.net Southold Town Hall 53095 Main Road -P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 - Fax (631) 765-9064 DELIBERATIONS AND DETERMINATION MEETING OF JUNE 20, 2013 ZBA FILE: 6655 NAME OF APPLICANT: Raymond and Joyce Vastola PROPERTY LOCATION: 2795 Wells Avenue (adj. to Jockey Creek) Southold, NY SCTM 1000-70-04-15.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated May 15, 2013 stating that this application is considered a matter for local determination as there appears to be no significant county -wide or inter -community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated 6/4/2013. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property is a non -conforming 32,108 square foot lot located in the R40 zone. It is improved with a two story frame dwelling with attached garage and rear deck. It has 100.00 feet on Wells Avenue (aka Wells Road), 265.15 feet along the south property line, 141.45 feet along Jockey Creek and 288.17 feet on the northern property line as shown on the survey dated August 26, 2010 revised September 9, 2010, prepared by John C. Ehlers, LS. BASIS OF APPLICATION: Request for Variance Article XXII Section 280-116 (B) and the Building Inspector's April 8, 2013 Notice of Disapproval based on an application for building permit to construct an accessory in - ground swimming pool, additions and alterations to an existing single family dwelling at; 1) less than the code required bulkhead setback of 75 feet. RELIEF REQUESTED: The applicant requests a variance to construct additions and alterations to the dwelling and construct an in -ground swimming pool with a bulkhead setback of 36'3feet where the code requires a 75 foot bulkhead setback. i Page 2 of 3 — June 20, 2013 ZBA#6655 — Vastola SCFM#100040-4-15.1 AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. On June 10, 2013, the applicants' architect submitted a revised site plan increasing the setback to 40.4' feet at the closest point from the proposed raised terrace to the bulkhead, thereby bringing the application into more conformity with the code. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 6, 2013 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. A swimming pool is a common accessory to residential homes in this neighborhood. Many homes in this area have non -conforming bulkhead setbacks. The proposed rear yard location for the swimming pool and related attached split level raised terrace will not be visible to the street. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance, because of the location of the existing dwelling, the fact that the existing bulkhead wraps around to the sides of the subject property, and the unsuitability of a front yard location for a swimming pool in this neighborhood. However, the grant of alternative relief which increases the setback to the wrap around bulkhead by removing a proposed stone planter on the attached raised patio will bring the variance request into more compliance with the code. 3. Town Law 4267-b(3)(b)(3). The alternative relief granted herein is mathematically substantial, representing 47% relief from the code. However, this is mitigated by the fact that the existing bulkhead wraps around to the sides and bulkhead setbacks are greater at other points on the subject property. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and an increased setback for this project to the bulkhead. The applicant will install a drywell for pool dewatering and a 15 foot wide landscaped non -fertilization buffer on this sloping property, landward of the bulkhead per recommendations of the LW" Coordinator. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions to the existing dwelling and a raised split level patio around an in -ground swimming pool while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Schneider, and duly carried, to DENY as applied for, and GRANT AMENDED RELIEF as follows; The raised patio shall be no closer to the bulkhead than 40'4" feet at the closest point as shown on the revised site plan dated March 28, 2013, revised 6/7/13 as sheet number SP -1 prepared by Samuels & Steelman, Architects. Subject to the following conditions: Page 3 of 3 — June 20, 2013 ZBA#6655 — Vastola SCTM# 1000-10-4-15.1 CONDITIONS: Pool mechanicals shall be placed ina sound deadening enclosure. Drywell for pool de -watering shall be installed. A 15' wide landscaped, non -fertilization buffer shall be established landward of the bulkhead. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Schneider, Horning, Dantes. This Resolution was duly adopted (5-0). 2_jalt4�v J V40 -- Leslie Kanes Weisman, Ch irperson Approved for filing' A !�' /2013 New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631) 444-0365 • Fax: (631) 444-0360 Website: www.dec.ny.aov May 9, 2013 LETTER OF NO JURISDICTION Ray/Joyce Vastola 80 Hampton Road Scarsdale, NY 10583 Re: Application #1-4738-00464/00005 Vastola property, 2795 Wells Avenue Dear Mr. & Mrs. Vastola: Aft r Based on the information you submitted the Department of Environmental Conservation has determined that the existing bulkhead is functional, more than 100 . feet in length and was constructed before August 20 1977, as shown on historic aerial photograhs. Therefore, the property landward of the bulkhead is beyond Tidal Wetlands Act (Article 25) jurisdiction and no permit is required for work landward of this structure. Be advised, 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 disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. 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, //ark Carrara Permit Administrator cc: Samuels and Steelman Architects BOH -TW File SCOTT A. RUSSELL SUPERVISOR TOWN HALL 53095 MAIN ROAD Tel. (631) - 765 — 1560 }ii,t tilt t€riIi331_)"t.'.S -4 65 JAMES A. RICHTER, R.A. MICHAEL M. COLLINS, P.E. TOWN OF SOUTHOLD, NEW YORK 11971 Fax. (631) - 765 — 9015 OFFICE OF THE ENGINEER OCr' j TOWN OF SOUTHOLD Jj � BLDG' STORMWATER MANAGEMENT CONTROL PLAN REVIEW COER- VSHrE& ,__ (To be completed by the applicant) TO: Engineering Department FROM: Building Department DATE: CI_ tt,�'��?''�� APPLICANT: �1nt1h lA�'}c.:a Ir S.C.T.M #: BRIEF PROJECT DESCRIPTION: *** F -.: Vii%i�% , 01 KAP0,L,\�j,,-0100 ■Additional Information Requirei PLEASE ATTACH: Copy of the completed Application for Building Permit A Stormwater Management Control Plan �. Completed Stormwater Management Control Plan Review Checklist - USE ONLY *** Date: /0/1//'> REVISED 9/17/2013 REVISED 9/17/2013 al Stormwater Management Control Plan Review Checklist DATE: APPLICANT: S.C.T.M. #: _ PHYSICAL ADDRESS: 7-79 5U-1el . GOL ho Stormwater Management Control Plan Requirements Yes No NA If No or NA, Please Provide Additional Information 1. Plan drawn to scale of not less than 60 feet to the inch showing: a. location and description of property boundaries b. total site acreage c. existing and natural and man-made features on and within 500 feet of the site boundary as required in §236-17(C)(2). ✓ �_ I C4e c' OO2ejre --i d. test hole data indicating soil characteristics and the depth to water e. proposed limits of clearing and the total area of proposed land disturbance ✓ f. existing and proposed contours of the site (minimum 2' interval) ✓ g. location of all existing and proposed structures, roads, driveways, sidewalks, drainage improvements and utilities ✓ h. spot grade and finished floor elevations for existing and proposed structures ✓ i. location of the swimming pool discharge ring j. location of proposed soil stockpile area(s) Y)O so 1 k. location of the proposed construction entrance/staging areas -r ybe osc&4 Jorim 1. location of the proposed concrete washout area m. location of all proposed erosion and sediment control measures 2. Plan includes calculations showing that the stormwater improvements are sized to capture, store and infiltrate on-site the runoff from all impervious surfaces generated by a two-inch rainfall ✓ 3. Detail drawings (required for plan ap rp oval) provided for: a. erosion and sediment controls V/ b. construction entrance c. inlet structures (e.g. catch basins, trench drains, etc.) d. leaching structures (e.g. infiltration basins, swales, etc.) REVISED 9/17/2013 al Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631)78g65-1802 roster richerto—(M�11a%U 5%.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION FREQUESTED BY: Date: %a 3 Name: 6; IV J51.�G-�'%�G Name: le,,9 License No.: J Address: Phone No.. 6 fe5zffl(o JOBSITE INFORMATION: (Indicates required information) *Name: _� f �S�'D i A fi�A V /nOA/ A 0 � ` C -F- *Address: `7q S 1,h)i t -S AUe -S:oyqtoLD' *Cross Street: p P fL LA W N *Phone No.: q1 "7 -727 -- 7 3!% Permit No.: 38 V 3 JV Tac Map District: 1000 Section: Block: Lot. *BRIEF DESCRIPTION OF WORK (Please Print Clearly) / S T �V cN !Z. 7D " (ZSR 0 V RTl ©� -- & u 1 vtt Poo L - (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do you need a Temp Certificate: (ItSj NO Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 <200 300 350 400 Other *New Service: Re -connect Unde g oun Number of Meters/ Chancre of Serves Overhead Additional Information: PAYMENT DUE WITH APPLICATION e• X-1,Z.0It-J 4-11 M(c') �- _ 4 20 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 January 20, 2015 Raymond & Joyce Vastola 80 Hampton Road Scarsdale, New York 10583 BUILDING DEPARTMENT TOWN OF SOUTHOLD RE: 2795 Wells Avenue, Southold TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate. (AII permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer Telephone (631) 765-1802 Fax (631) 765-9502 BUILDING PERMIT: 38434-Z Additions/alterations, swimming pool and hot tub ILDIN& WALL FF EL 21.5 FT -&RADE LINE ELEVATION 11.5 FT. -RADE LINE ELEVATION 17.5 FT. MIN. 2' MAX. 4" /FT. T NK IE. +16.5' IE. +16.3' I IE. +15.8' / POOL IE. +15.'82' J _. OF POOL 16.13 FT. �o�• I I I \- 5' MIN SEPTIC PROFILE (N.T.S.) \ / FAband;onrneist of existing sanitary system must be in a ice with departrnent req..ircment Submit \ / completed form WWM- _ as proof. NEW DRYNELL (ON FOR \ EXIST. EXIST. RAINWATER RUNOFF FROM GARAGE RESIDENCE SUTTER5 TMP PUBL I G NATER PROPOSED NEW SEPTIC SY5TEMJ FOR A 5 BEDROOM RESIDENCE - 1500 GAL SEPTIC TANK (5T) - (?) V DIA x &1-1161-1 LEACHING POOL (LP) 'Ar -ANT - FUTURE LOCATION FOR 0) O' DIA x 8' LAND (liiiP) I Line(s) MUST Be Inspected % The S k County Dept. Of Health Services. 11852-5:'00, 48 Hours In Advance To Schedule lnsPGc§ (s) To co ., .•.. , • . - ...- SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMIV( RESIDENCE ONL Da 2 0 2013 H.S. REF, NO, I&10-13 - 004 y APPROVED FOR �MAXI=UMF �,— BEDROOMS EXPIRES THREE YEARS FROM DATE OF APPROVAL WATER MARK rEXISTING BULKHEAD SITE DATA SCM 0 10oo-7&N-Ia.1 PROPERTY: 2795 WELLS AVE. ADDRESS SOUTHOLD, NY 11971 OWNER: 80 YFWIP"CE V TM ROOM SCARSDALE, MY 10503 SITE: 32,105 SQ FT. = 0.737 ACRES SURVEYOR: JOHN C. EHLERS 6 EAST MAN STREET RIVERHEAD, MY 1150'1 53130541285 LICENSE s 50202 DATED: sm. %2010 LOCATION MAP JOCKEY L -PROJECT SITE CREEK TEST HOLE BY MARK McDONALD GEOSCIENCE NO SCALE SOUTHOLD, NEW YORK 11971 ;; EXISTING NEW POOL, TREES TO EQUIPMENT REMAIN NEW DRYWHLL (DMO FOR EXIST. AGGE RAINWATM RUNOFF FROM BUILDING GUTTERS TYP - - EXIST. RESIDENCE SITE PLAN. I PUBL I G �"�'TER SCALE: 1" = 30'-0" n ke 0 ( YV% % yx . +� 265.1 PALE BROWN FINE TO MEDIUM SAND SP COMMENTS: NO WATER ENCOUNTERED ti 1 r� OF ST W YORS W11 U 10 z ZI W >° O wwW 20 z z o O o O O 49 o s Z. W J•�iC�l � W ■ «• w ao• Iffu 1213 UT ws JwN 20, 2013 I'm 30'41' ITE PLAN 1 LAND NOW OR FORMERLY OF: MATTi}Ef"( STANTON 'y Jv P�1� • MIST, ADDITION TO' ,y NEW DRIVEWAY EXI5TIN6 RESIDENCE `t0- NEW COVERED-\ PORCH • / EXISTING • DRIVEWAY NEW • '� • TO BE WALKWAY REMOVED WE AVENUE • AKA LP • WELLS g • EXP ROAD / • 5T • TEST LP EXISTING YIATER / +113' EXISTING EXISTING /UNDERASROUNDWATER LINE TO RESIDENCE UTILITY POLE 4 - - PROPOSED NEW SEPTIC SY5TEMJ FOR A 5 BEDROOM RESIDENCE - 1500 GAL SEPTIC TANK (5T) - (?) V DIA x &1-1161-1 LEACHING POOL (LP) 'Ar -ANT - FUTURE LOCATION FOR 0) O' DIA x 8' LAND (liiiP) I Line(s) MUST Be Inspected % The S k County Dept. Of Health Services. 11852-5:'00, 48 Hours In Advance To Schedule lnsPGc§ (s) To co ., .•.. , • . - ...- SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMIV( RESIDENCE ONL Da 2 0 2013 H.S. REF, NO, I&10-13 - 004 y APPROVED FOR �MAXI=UMF �,— BEDROOMS EXPIRES THREE YEARS FROM DATE OF APPROVAL WATER MARK rEXISTING BULKHEAD SITE DATA SCM 0 10oo-7&N-Ia.1 PROPERTY: 2795 WELLS AVE. ADDRESS SOUTHOLD, NY 11971 OWNER: 80 YFWIP"CE V TM ROOM SCARSDALE, MY 10503 SITE: 32,105 SQ FT. = 0.737 ACRES SURVEYOR: JOHN C. EHLERS 6 EAST MAN STREET RIVERHEAD, MY 1150'1 53130541285 LICENSE s 50202 DATED: sm. %2010 LOCATION MAP JOCKEY L -PROJECT SITE CREEK TEST HOLE BY MARK McDONALD GEOSCIENCE NO SCALE SOUTHOLD, NEW YORK 11971 ;; EXISTING NEW POOL, TREES TO EQUIPMENT REMAIN NEW DRYWHLL (DMO FOR EXIST. AGGE RAINWATM RUNOFF FROM BUILDING GUTTERS TYP - - EXIST. RESIDENCE SITE PLAN. I PUBL I G �"�'TER SCALE: 1" = 30'-0" n ke 0 ( YV% % yx . +� 265.1 PALE BROWN FINE TO MEDIUM SAND SP COMMENTS: NO WATER ENCOUNTERED ti 1 r� OF ST W YORS W11 U 10 z ZI W >° O wwW 20 z z o O o O O 49 o s Z. W J•�iC�l � W ■ «• w ao• Iffu 1213 UT ws JwN 20, 2013 I'm 30'41' ITE PLAN 1 WELL ` AVENUE AKA WELLS ROAD EXISTING WATER � NETER PARKING AREA DRIVEWAY COVERED PORCH WALKWAY /kZ UNDERGROUND WATER p LINE TO RESIDENCE N89'48'00"W IN5TALLED 5EPTIG 5Y5TEM - 1500 GAL 5EPTI0 TANK (5T) - (2) 8' DIA x 8' HIGH LEACHING POOL (LP) N SITE PI,.AN SCALE: 1" = 3(!'-0" SITE Lu OL U DATA 1000-70-04-15.1 SCTM # PROPERTY: 2795 WELLS AVE. ADDRESS SOUTHOLD, NY 11971 OWNER: RAY & JOYCE VASTOLA 80 HAMPTON ROAD SCARSDALE, NY 10583 SITE: 32,108 SQ FT. = 0.737 ACRES SURVEYOR: JOHN C. EHLERS 6 EAST MAIN STREET RIVERHEAD, NY 11901 631 369-8288 LIICENSE # 50202 DATED: SEPT. 9, 2010 LOCATION Q > MAP CKEY LPROJECT SITE ZEES£ A, i 0 Q W Y J in 0 0 0 3 Ruvomm Sept 4, 2014 Lu OL U O N z 0 w z o � =w z0 U) Jz O O o � a c o_ Q > o of Z. _1i•pppp���. � W• ®R - SITE PLAN 1 IzRE check Software Version 4.4.4 Compliance Certificate Project Title: Vastola Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Singe -family Project Type: Alteration Heating Degree Days: 5750 Climate Zone: 4 Permit Date: 2.2 Construction Site: Owner/Agent: 2795 Wells Ave. Ray and Joyce Vastola Southold, NY 11971 80 Hampton Rd Scarsdale, NY 10583 914 472-7554 gb9876@aol.com Compliance: Maximum UA: 576 Your UA: 499 Envelope Assemblies Designer/Contractor. Nancy Steelman Samuels and Steelman Architects 25235 Main Road Cutchogue, NY 11935 631734-6405 nancy@samuelsandsteelman.com Ceiling 1: Flat Ceiling or Scissor Truss 1,827 30.0 7.0 51 Ceiling 2: Cathedral Ceiling 70 30.0 7.0 2 Wall 1: Wood Frame, 16" o.c. 1,329 19.0 2.2 54 Window 1: Wood Frame:Double Pane with Low -E 219 0.300 66 Door 1: Glass 81 0.300 24 Wall 2: Wood Frame, 16" o.c. 1,009 15.0 7.0 35 Window 2: Wood Frame:Double Pane with Low -E 104 0.300 31 Door 2: Glass 164 0.300 49 Door 3: Solid 20 3.000 60 Floor 1: All -Wood Joist/Truss:Over Outside Air 2,035 19.0 7.0 71 Floor 2: All -Wood Joist/Truss:Over Unconditioned Space 1,597 19.0 7.0 56 Project Title: Vastola Residence Report date: 09/28/13 Data filename: \\NAS\share\Office files\Common autocad files\ACTIVE PROJECTS\Vastola\Energy Pagel of 7 Calculations\Energy Calculation.rck Compliance Statement: The proposed building design described here is submitted with the permit application. The proposed building has been di requirements in REScheck Version 4.4.4 and to comply with the mandate with the bugi-no plans, specifications, and other calculations meet the 2 10 ew York Energy Conservation Construction Code ments ted ' the RES heck Inspection Checklist. 7 Ll Date Report date: 09/28/13 Project Title: Vastola Residence Pa e 2 of 3 Data filename: \\NAS\share\Office files\Common autocad filesWCTIVE PROJECTS\Vastola\Energy g Calculations\Energy Calculation.rck f 2010 New York �u Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R -Value Wall 21.20 Floor 26.00 Ceiling / Roof 37.00 Ductwork (unconditioned spaces): Glass & Door Rating LI -Factor SHGC Window 0.30 Door 0.30 CoolingHeating & Other (Except Gas -Fired Steam) 80 AFUE Electric Central Air 13 SEER Water Heater: IMZ EXIST. GARAGE EXISTING DECK EXISTING GRADE m SITE SE( SCALE: 1" = 70'-0" NIVAvv EXI5TING GRADE EXISTING STAIRS TO SECOND FLOOR EXISTING DULKHEAD TO BE REMOVED LAND NOW OR FORMERLY OF: � LOCATION MAP rrwv�vr vrrr_ SITE DATA SCTM # 1000-70-04-15,1 PROPERTY: 2795 WELLS AVE. ADDRESS SOUTHOLD, NY 11971 OWNER: RAY & JOYCE VASTOLA 80 HAMPTON ROAD SCARSDALE, NY 10583 SITE: 32,108 SQ. FT. = 0.737 ACRES ZONING: R-40 LOT EXISTING: 2,883 SF COVERAGE: ALLOWABLE: (20%): 6,421 SF PROPOSED: (18.95%) 6,087 SF FLOOD ZONE: X SURVEYOR: JOHN C. EHLERS 6 EAST MAIN STREET RIVERHEAD, NY 11901 631369-8288 LICENSE # 50202 -1 DATED: SEPT. 9, 2010 258.17 9 58.7' MATTHEW S IA IUN ` 00 ° ' \00 44. FLOOD rIQ 6� ZONE LINE m TT 111111 - LLLLiJ1 j[T m rrITT r - •., IIIIIIIIII ' �X15T. PARKING 'AREA ,,I I f\ JOCKEY V <y CREEK <o o 0 �G � ® , , .. . • . '• . .' • ' �• . _ \ \ PENCE (POOL N80•�E 0 ®® , . \ \ ENGL05URE) r \ NEW l�Ri�EWAY DDfTION' TO EXISTINS �� ; (5 ry �� )• NEW GOEiED PORCH • Et^+�v'-fit 0016 / \OL .. • • � / . .EXISTING , , . .. _ NIALKWA`r'` 70- - S N . .. . BE RF_1� M01��- EX I STI NS NEW POOL RESIDENCE 20'X40' EXISTING SECOND EXISTING / NEW WALKWAY / \ ® FLOOR TO BE fF INFINITY • TREE5 TO / _ / / �-i�EGONSTRUGTED EDGE AT s REMAIN POOL ate'• / � ® D � ao / - / � NEW O� HOT TU WELLS / / aft Sa A VENUE AKA / ,Y WELLS / / ® DR \/EWAY TO ROAD , ' • BE REM0I/ED ❑ ❑ El.` IOATE / EXISTING NEw v BASEMENT / UTILITY POLE � ACCESS �p PENCE (POOL ENGL05URE) X I XISTINS / s� REE TO m REMAIN ONING sTg / N89'48'00' W un P TE EXISTING FLAGPOLE RETAINING G WALL WITH ORNAMENTAL E S r RAILING A I _ A SP -1 50' POOL SETBACK _1 CK NEW POOL EQUIPMENT N SITE PLAN SCALE: 1" =10'-0" EXIST. RESIDENCE PUBLIC WATER i� 00 0 -}TRUSTEES ,< 6 1'-10" J EXI5TING ' m TREE TO BE 0 PLI REMOVED I 0 �a TE I _ E TING TR TO REM IN O` s EXIST. AGGE55OR)' BUILDING / 265.15' Bldg Dept copy from ZBA Final reviewed doc� ents ZBA File fav � 3 Date: to l ZBA NOTICE OF DISAPPROVAL G REVISIONS: ZBA- 617/13 DIM. TO SOUTH BULKHEAD ULJ� Z C.) o o>_ Z F_W � Q Z > p o W Z = cl) W w W o Z Q Q Z o O D cl) cl Q Q 0 0 05 Z • �. U) -I rn r M ti _j 2< o W -j •uo�>- n:� ~aWI- W =22 . ui Q N = O W Nim ti V M V) ii) • �p ,e.OF NEVV ), srFF��+ 'PROJECT 1213 DRAWN BY: NS CHECKED BY: NS DATE: MARCH 28, 2013 SCALE: 1" = 10'-0" SHEET TITLE: SITE PLAN tZECEIVE© JUNJ 0 2013 00ARD OFAPPEALS 6(o� SHEET NO: s Pe DRAINAGE CALCULATIONS FOR AREA OF EXISTING ROOF DW -A DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW A) 2668 5F x (2/12 FT.) x 1.0 = 445 GU. FT. USE: (4) 8' DIAMETER x 5' HIGH POOL (4) &'X 5' STORM DRAIN RING = 844 GU. F PROVIDED REQUIRED 504 GU. FT. > 445 GU. FT. O DRAINAGE CALCULATIONS FOR AREA OF NEW DRIVEWAY DW -B DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW 5) 1285 SF x (2/12 FT.) x 1.0 = 214 GU. FT. USE: (2) 8' DIAMETER x 4' HIGH POOL (2) VX 4' STORM DRAIN RING = 557 GU. FT. PROVIDED REQUIRED 557 GU. FT. > 214 Cu. FT. SEPTIC, PROFILE (N.T.S.) ;. —BUILDING WALL FP EL 18.E FT GRADE LINA ELEVATION 17.5 PT. GRADS LINE ELEVATION 17.5 FT. �� , l` MIN. 2' MAX. SEPT:t,. TAN IE. +16.3' . +15.8' IE. +IC .3' IE. -12' EXIST. RE51 DENGE � TOP OF POOL 16.13 FT. =AGH I N POOL gOT OF POOL 8.13 FT. TEST HOLE BY MARK McDONALD GEOSCIENCE NO SCALE SOUTHOLD, NEW YORK 11971 TEST HOLE DATA (6/25/131 ELEV +17.5' 0.5 FT. DARK BROWN LOAM OL 3.0 FT. BROWN SILTY SAND SM 091- IT, PALE BROWN FINE TO MEDIUM SAND SP GROUND WATER .... ' ' COMMENTS: NO WATER ENCOUNTERED � 3' MIN so 6vAlWa 66 MAiNTflI�, i4 Pb�� 1 of ft SAS ttit�rt'u� LOCATION MAP REMOVE EXIST. FENCE PROP05ED HAY BALES $ SILT FENCE DURING CONSTRUCTION SEE SITE DATA SCTM # 1000-70-04-15.1 PROPERTY: 2795 WELLS AVE. ADDRESS SOUTHOLD, NY 11971 OWNER:' RAY & JOYCE VASTOLA ■ NMI i 80 HAMPTON ROAD • REMAIN i SCARSDALE, NY 10583 SITE: 32,108 SQ. FT. = 0.737 ACRES ZONING: R-40 LOT EXISTING: 2,883 SF COVERAGE: ALLOWABLE: (20%): 6,421 SF ■ PROPOSED: (18.95%) 6,087 SF FLOOD ZONE: X SURVEYOR: JOHN C. EHLERS 6 EAST MAIN STREET RIVERHEAD, NY 11901 Q cl) F_ r%v.i "v I %� l I V_ 631 369-8288 LICENSE # 50202 HIGH WATER MARK DATED: SEPT. 9, 2010 EXISTING BULKHEAD PURL I G WATER EXISTING STAIRS SHEET SP 6 Zgg•17' LANDAPED BUFFER TO SECOND FLOOR 6, �` sa AS PER ZBA TO BE REMOVED \ �\ CONDITIONS NEM DRYWELL (DW A) ( x \ JD CKE Y LAND NOW OR FORMERLY OF: \ \ \ \ — �` DIA) FOR RAINWATER MATTHEW STANTONCREEK RUNOFFPROM GUTTERS TYP ' � �`� � \ ,',� � , \ \ \ NEW DRYWELL (DN -B) �Q� \ \ . , \ �, EXISTING ` EXISTING METAL GRATE � � � \ BULKHEAD (4'x8' D I A) W/ OPEN METAL ` ` AND DRYWELL BELOW \ \ \ \ \ \ ' ' y INLET GRATE FOR FOR RAINWATER RUNOFF 16 _ ®� _ EXISTING \ \ \ \ \ �\� \ \' ' , , , �, RAINWATER RUNOFF FROM _ _ _ _ — DW REE -5— Tb \ �\ \ , , REMOVE EX15 DRIVEWAY TYP FROM DRIVEWAY = = — — — — — — i�M11T\ \ �p� '�` \ \ \ �\� ' ' 2ON ���6� ZONE 9�0 FENCE � � \ k I'� F � do REMOVE\EXIST�� INE o REI4OVE EXIST. \. I II IIIIII \ . GONGSLA �\ \ o FENCE \ \� 1 48 H WALL ® Q \ \ o LLIJ1 w h I fel TTITT \\ \ x \ (POOL ENOL05URE�) \ ` EXIST. PARKING .,AREA \ 4x8 \ � �9 y� `\ ® \; / / \ EXIST.•ASP#ALT W/NE \ \ II \\ p 9 \ + REGRADING • \ � I �_ �S RED � \ 1 _ O)L CRUSH D BLUESTONE • . • i34,00,E \ ® .W.•DR11f W \ SURFACIN& I' AT \ \ \ I EXI Ti1►l k ' , I \ • ,D]71 T I ON TO -EXISTING \ 14' - AND \ \ \ Y INC A x l' BULKH ' WIASPfAL: T. B'PSE ° .' ' I \ y ©I 'rt2U En t�LS 1 ''', : :.. RESIDENCE ' .. / --_ .•: •. II. +11.5 q 1 ,.. . W B - - ti E D O GH� I NEWCOVE P R \ s . TE r• r h w •1• X . ' ' 4x8 • ' •�" . . .......................... .:. _ 4 .. _ _. .i r r I . t. ....-:, EXISTING. p • •';• { . • \ • • • " I ._ NALK i W LKW Y O T BE. / MOV TSN'. R� FD / y i • , MOPE �E EXIST I T ....... .....................................5 . f. TRE E 1 .I. I y c�S ,:.. EXISTING \ NEW WALKWAY . TREES TO .......oo, _ u B�ON GONC. SA REMAIN .: :..':•,':••,'':'• ' X t l�i 5 -c01A:....::.:.:..::.:.:.:::.:.:. EXI5TIN6 T G UTILITY POLE t'L� �• O 2 I r'� 'C • / ERI Y OG. OP XI5 TREES PRIOR To� sTTA LL- :•• LP PANTEATION OF SEPTICS TE ® \ x WELLS — EXIST.5HRU 5 , / TO REMAIN I I \ A G BULKHEADS FOR AVENUE / / ,N ® XP 155 I 1 \ EXISTING OAT / ` TSL �Nb TEST HOLE \ I+ 5.3 +I I. 1 1 \ DOGI�AGE AKA I 1 1 1 \ oN� � EL +18.2E ST Is. I f WELLS / ,ND 1 1 \ PROfij'OSED HAY BALE CT � ROAD / /® ; LR \ 1 + 5.3 I 1\ \ 1 GON�TRUGTI011-� T EW BASEMEN I OF XISL TRE I • \ 1u DW S SH I1 S� 12 11 1 1 OEI P I LOG- _ - EXISTING XISTING \ AGGES % �, FR AD INFO \ 1 I WATER METER DRI\/EWA`I' TO --- w 1 4x8 I AT 00 r A TSR PRIER TO I M I � \ EXISTING BE REMOVED IL DW POOL \ '' REMOVED \ I 1 I \ \ cSAT ' REMOVE EXIST. ST O tb A DW WALLS AND STOGKPI E UNDERGROUND 1 EXISTING \ z E OR OWNS 'S NE TO Y UTILITY POLE \ \ 4x8 I 4x8 AS REC�2U I RED \ \ ALL STONE F WATER L1 \ X I ® / \ \\ 1;,• REUSE RES 1 PENCE \ w I EX I STI NG / NEW 45"H FENCE s 1 \ TREES TO / / (POOL ENGLOS 1RE) \ I 1 / o. ® ® % REMAIN / / (SEE SPEC) \ 1 _ _ I0 0— 00 rl N89 48 00 W '0 CK) NEW POOL ,PROPOSED NEW SEPTIC 5Y5TEM oo EQUIPMENT ' / US -r 1� `O h Dnp FOR A 5 BEDROOM RESIDENCE - 1500 GAL SEPTIC TANK (5T) - (2) 8' DIA x 8' HIGH LEACHING POOL (LP) - FUTURE LOCATION FOR (1) 8' DIA x 8' HIGH LEACHING POOL (EXP) i � NtW DRYWELL (DW -A) (3'x8'—� "' L1nV��".. u'°''n".._ 1 DIA) FOR RAINWATEi2 VVO eJj/�� AiEv "�� p�i��pd' M EXIST. AGGE550RY RUNOFF FROM GUTTEi?5 NP N/����t � v ;I�UILDING r60vtDe �e55 �bf� F�tuR-etiV1cot 7eUJA1-ERia6 4p i`�-� EXIST. RESIDENCE PUBLIC WATER N SITE PLAN SCALE: 1" =10'-0" \ ( / 265.15' 1 I / 1 I / EXI5TING BULKHEAD N FLOOD ZONE LINE PROPOSED 15 FT WIDE LANDSCAPED BUFFER AS PER ZBA CONDITIONS FINAL CONSTRUCTION DRAWING G i ' UJ ■ - - Sa � �► - ■ NMI i Z �: • REMAIN i W Qz � V L Z = AS REOLJI D, I ■ ■ in -• F Z Q Q cl) J Z o O WELLS — EXIST.5HRU 5 , / TO REMAIN I I \ A G BULKHEADS FOR AVENUE / / ,N ® XP 155 I 1 \ EXISTING OAT / ` TSL �Nb TEST HOLE \ I+ 5.3 +I I. 1 1 \ DOGI�AGE AKA I 1 1 1 \ oN� � EL +18.2E ST Is. I f WELLS / ,ND 1 1 \ PROfij'OSED HAY BALE CT � ROAD / /® ; LR \ 1 + 5.3 I 1\ \ 1 GON�TRUGTI011-� T EW BASEMEN I OF XISL TRE I • \ 1u DW S SH I1 S� 12 11 1 1 OEI P I LOG- _ - EXISTING XISTING \ AGGES % �, FR AD INFO \ 1 I WATER METER DRI\/EWA`I' TO --- w 1 4x8 I AT 00 r A TSR PRIER TO I M I � \ EXISTING BE REMOVED IL DW POOL \ '' REMOVED \ I 1 I \ \ cSAT ' REMOVE EXIST. ST O tb A DW WALLS AND STOGKPI E UNDERGROUND 1 EXISTING \ z E OR OWNS 'S NE TO Y UTILITY POLE \ \ 4x8 I 4x8 AS REC�2U I RED \ \ ALL STONE F WATER L1 \ X I ® / \ \\ 1;,• REUSE RES 1 PENCE \ w I EX I STI NG / NEW 45"H FENCE s 1 \ TREES TO / / (POOL ENGLOS 1RE) \ I 1 / o. ® ® % REMAIN / / (SEE SPEC) \ 1 _ _ I0 0— 00 rl N89 48 00 W '0 CK) NEW POOL ,PROPOSED NEW SEPTIC 5Y5TEM oo EQUIPMENT ' / US -r 1� `O h Dnp FOR A 5 BEDROOM RESIDENCE - 1500 GAL SEPTIC TANK (5T) - (2) 8' DIA x 8' HIGH LEACHING POOL (LP) - FUTURE LOCATION FOR (1) 8' DIA x 8' HIGH LEACHING POOL (EXP) i � NtW DRYWELL (DW -A) (3'x8'—� "' L1nV��".. u'°''n".._ 1 DIA) FOR RAINWATEi2 VVO eJj/�� AiEv "�� p�i��pd' M EXIST. AGGE550RY RUNOFF FROM GUTTEi?5 NP N/����t � v ;I�UILDING r60vtDe �e55 �bf� F�tuR-etiV1cot 7eUJA1-ERia6 4p i`�-� EXIST. RESIDENCE PUBLIC WATER N SITE PLAN SCALE: 1" =10'-0" \ ( / 265.15' 1 I / 1 I / EXI5TING BULKHEAD N FLOOD ZONE LINE PROPOSED 15 FT WIDE LANDSCAPED BUFFER AS PER ZBA CONDITIONS FINAL CONSTRUCTION DRAWING G ' UJ ■ - - Sa � �► - ■ NMI i Z �: • REMAIN i W Qz � V L Z = AS REOLJI D, I ■ ■ in -• F Z Q Q cl) J Z o O J 0 U _ 0 � . , vv� - - . - ,• . � • - >10 cn 06 A00E _,ATH TO E3E M t�G J - - . • J w z D F-Qww W .vnz BUFFER oc in ui M D Ln Q C4 W U.) v N O Z Q I- U M cn cn WELLS — EXIST.5HRU 5 , / TO REMAIN I I \ A G BULKHEADS FOR AVENUE / / ,N ® XP 155 I 1 \ EXISTING OAT / ` TSL �Nb TEST HOLE \ I+ 5.3 +I I. 1 1 \ DOGI�AGE AKA I 1 1 1 \ oN� � EL +18.2E ST Is. I f WELLS / ,ND 1 1 \ PROfij'OSED HAY BALE CT � ROAD / /® ; LR \ 1 + 5.3 I 1\ \ 1 GON�TRUGTI011-� T EW BASEMEN I OF XISL TRE I • \ 1u DW S SH I1 S� 12 11 1 1 OEI P I LOG- _ - EXISTING XISTING \ AGGES % �, FR AD INFO \ 1 I WATER METER DRI\/EWA`I' TO --- w 1 4x8 I AT 00 r A TSR PRIER TO I M I � \ EXISTING BE REMOVED IL DW POOL \ '' REMOVED \ I 1 I \ \ cSAT ' REMOVE EXIST. ST O tb A DW WALLS AND STOGKPI E UNDERGROUND 1 EXISTING \ z E OR OWNS 'S NE TO Y UTILITY POLE \ \ 4x8 I 4x8 AS REC�2U I RED \ \ ALL STONE F WATER L1 \ X I ® / \ \\ 1;,• REUSE RES 1 PENCE \ w I EX I STI NG / NEW 45"H FENCE s 1 \ TREES TO / / (POOL ENGLOS 1RE) \ I 1 / o. ® ® % REMAIN / / (SEE SPEC) \ 1 _ _ I0 0— 00 rl N89 48 00 W '0 CK) NEW POOL ,PROPOSED NEW SEPTIC 5Y5TEM oo EQUIPMENT ' / US -r 1� `O h Dnp FOR A 5 BEDROOM RESIDENCE - 1500 GAL SEPTIC TANK (5T) - (2) 8' DIA x 8' HIGH LEACHING POOL (LP) - FUTURE LOCATION FOR (1) 8' DIA x 8' HIGH LEACHING POOL (EXP) i � NtW DRYWELL (DW -A) (3'x8'—� "' L1nV��".. u'°''n".._ 1 DIA) FOR RAINWATEi2 VVO eJj/�� AiEv "�� p�i��pd' M EXIST. AGGE550RY RUNOFF FROM GUTTEi?5 NP N/����t � v ;I�UILDING r60vtDe �e55 �bf� F�tuR-etiV1cot 7eUJA1-ERia6 4p i`�-� EXIST. RESIDENCE PUBLIC WATER N SITE PLAN SCALE: 1" =10'-0" \ ( / 265.15' 1 I / 1 I / EXI5TING BULKHEAD N FLOOD ZONE LINE PROPOSED 15 FT WIDE LANDSCAPED BUFFER AS PER ZBA CONDITIONS FINAL CONSTRUCTION DRAWING G UJ 010 Z O>_ -- Z �: i— W Qz 0 W Z = (nLi W w0 LLj in F Z Q Q cl) J Z o O J 0 U _ 0 � QQ >10 cn 06 z . r` 0 co M t�G J • DY uj W J w z D F-Qww W .vnz oc in ui M D Ln Q C4 W U.) v N O Z Q I- U M cn cn NEW yon co- 9 2 � 1Q�\�,U D ROJECT NO• j 1213 DRAWN BY: UT CHECKED BY: ' NS DATE: X SCALE: 1" = 10'-0" SHEET TITLE: SITE PLAN SHEET NO: s I p GENERAL STORMWATER POLLUTION PREVENTION NOTES PERMANENT STORM WATER RUNOFF CONTROL MEASURE SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE Development activities for this project will consist of: 1. Installation of temporary erosion control measures (silt fence barriers). 2. Existing portions of the building structure to be removed 3. Excavation and removal of portions of existing driveway surfaces 4. Demolition and removal of portions of the existing building foundation 5. Excavation for a new building foundation (+/- 3 ft below finished grade) 6. Construction of a new foundation 7. Construction of the new Addition and Second Floor 8. Installation of on site drainage structures (permanent storm water runoff control measures) and septic system 9. Installation of underground piping from gutters and downspouts to the drainage structures 10. Filling and grading of soil above drainage structures and septic system 13. Installation of new underground site utility lines 14 .Construction of new terraces, swimming pool and decks 15. Renovation and repair of existing driveway surfaces 15. Driveway area grading 16. Installation of new landscaping plants, lawns and automatic irrigation system 17. Refinish of all driveway surfaces 18. Removal of the temporary erosion control measures (silt fence barriers). TOP OF EXISTING SITE DATA PAVEMENT Site Area: 32,108 sq. ft. = 0.737 acres Soil Classification: See test hole CAST IRON FRAME AND Receiving Waters: Great Peconic Bay COVER TO GRADE Contractor: N/A TRAFFIC SLAB (SEE POLLUTION CONTROL MEASURES PLANS FOR LOCATIONS) In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment control measures including, but not limited to, the following shall be employed during construction: A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall remain undisturbed. dJ — o B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are = 48" HIGH x 8' DIA exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded ®® ® ® ® ® N ® ®® 0o DRAINAGE BASIN and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in 3' min ®® ® ® ® ® ® ®® w accordance with the soil conversation service recommendations. t!1 a ®® ® ® ® ® ® ®® a 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 immediately. a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. ®® ® ® ® ® ® ®® b. Soil Amendments ®® ® ® ® ® ® ®® 1. Lime to ph 6.0 2. Fertilize with 6600 lbs of 5-10-10 or equival ent per acre (14 lbs/100 sq. ft.) BACKFILL c. seed Mixtures PERMANENT STORM WATER'' MATERIAL TO 1. Temporary seedlings RUNOFF CONTROL MEASURE BE GLEAN SAND a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) AND GRAVEL b. Certified "Aroostook" winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in STORM DRAINAGE RING TYPICAL October/November. 1 NO SCALE 2. Permanent seedlings - See Landscaping plans D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from cleared slopes. E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until WIRE FENCE w/ construction is complete. FILTER CLOTH , F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The BOUND HAYBALE construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be removed or cleaned on a daily basis. 777 SURFACE removed G. All runoff shall be retained, on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be FILTER CLOTH MIN. F -E- FLOW protected from sediment buildup through the use of appropriate inlet protection. 6" BELow GRADE H. Appropriate means shall be used to control dust during construction. \ ~k w \/\� I. Sediment barriers and other erosion control measures shall remain in place until upland disturbed areas are permanently /� stabilized. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be METAL WIRE FENCE w/ cleaned and flushed as necessary. FILTER CLOTH AND METAL J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections 00POSTS 10' MAX SPACING must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance OA measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. op K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and 0",toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as �. ANGLE STAKE INTO shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically ORt SURFACE I DRAINAGE Flow US BALE clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. 2" REBAR,5TEEL PICKETS OR 2" X 2" STAKES 1-I/2" The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to -:2" IN GROUND DRIVE the Engineer/Architect for revision of the SWPPP where appropriate. FLU5H w TOP OF BALE5 ' BOUND HAYBALES (ABUT TO DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE ADJOINING BALE TIGHTLY) Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete HALSOIL MINIMUM TO BE EMBEDDED INTO septic/drainage structures, prefabricated building components windows, doors, cabinets, flooring materials, finished roofing and . SOIL MINIMUM OF 4 AND BINDINGSg p ( g g PLACED HORIZONTALLY siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor paving materials. ' WRAP SILT FENCE UNDER HAYBALE Waste materials shall include demolition materials from the existingbuilding structure, unused building materials and products, AND DRIVE STAKE THROUGH. g g trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will be temporarily stored and dumpster shall be emptied weekly by a private carting company. TEMPORARY STORM WATER RUNOFF CONTROL MEASURE Z EROSION &SEDIMENT CONTROL DETAILS NO SCALE FINAL CONSTRUCTION DRAWING LU Cl) V o Z a LU oLU� w� CJ) L.0 00 � Z Q C0 J 0 0 o tj a Q 0s Z 0 J O s 1 H D 0 Cn V' M r 11.1 J • L) Z lu- ::DW• C aZLL U) Q N W • N N U) U) OF NEW STFF� ROJE O: 1213 [DRAWN BY: UT CHECKED BY: NS DATE: SEPT. 12, 201 SCALE: NTS SHEET TITLE: SWPPP DETAILS & NOTES SHEET NO: Sig EX 15T. RESIDENCE PUBLIC WATER 4 z LAND NOW OR FORMERLY OF: MATTHEW STANTON LOCATION MAP SIT'E DATA RIVERHEAD, NY 11901 631369-8288 LICENSE # 50202 DATED: SEPT. 9, 2010 EXI5TINC5 5TAIR5 'TO . SECOND FLOOR TO BE REMOVED s� �o�J� JOCKEY No—so® goo' p�� �zoN <� CREEK q FLOOD ZONE 9<0 H, k' �6) LINEmrr so -low 0 111111 1 = I N\N� o . � r , ,• .. • i ' • • ' ' ' ' ' ' . I I I I I I I I I I I WALLS I NG EXIST. PARKING';�REA (POOL <� ® �'.. .. .......... ' .. ' . ' ' ..... ENCLOSURE) tiF ...."...•.•..�:. 90 . .. ..... 4,00allow 99E.•:..•.�•.•.•.•.-,•:.•:.•.•:..,.•.,....•. . doom NEW DRlVEW�4Y ; :A,DDIi-IoN'T� EXISTING ��...» . '::'::: ::•:'• c�. ...:•:� •:•:: ::.'. PLANTER N VEiE P . i� H . y : 9999` PL o •f . •.•.•.•.•.•.�.. .•.•.•.•.•.yam —{mak. EXISTING .•.•.:�.•:..•.•..=:=:= =:=: FLASPOLE :.:.::�:.•.•.•.•...•.•.•...•.•: . Y ''•� ... t,. /. BE REMOVED- . .:''1:;.•.•.;.•.•::.•.; NEW POOL NE Q:.: 20'X40' x�:TI:;:•r,�,,'r'�?;: S O� WALL WITH EXISTING / ,. NEW WALKWAY INFINITY MENTAL TREES TO a / :�:?QNt %i?�: EDGE AT RAILING 1101 / \ POOL X. t / -•� - .;,;:;:;.;.•9999 .•.•. 50 POOL SETBACK : w . •..•.+�: 9.9.99••• '''''••'•'''•• 1 2 TRUSTEES N i ® '» . .•: . WELLS AVENUE / � •! ...:•:::•.•:: AKA / / .' :: »: .: / XISTING ::»:: .........WELLS WELLS '"' 9999' / / ® ........................... DRIVEWAY TO ROAD / / BE REMOVED ❑ ❑ ❑ �NE EX 1ST I NG z BASEMENT / UTILITY POLE _ / Iw ACCESS X NEW HOT TU aft sq, I PL Li EXISTING TREE TO BE REMOVED PLANTER \ EXI5TINS SATE TREE TO RETAINING REMAIN WALLS (POOL ENCLOSURE) /001 FENCE (POOL .A _ ENCLOSURE) w XISTING s" TREE TO Z 75 / •o o. ® REMAIN oNING 5Z N89'48'00 W N1EW POOL r EQUIPMENT I EXIST. RE51 DENGE PUBLIC WATER N SITEPLAN— SCALE: 1" =10'-0" O O A r l _ EX15T. ACGE550RY BUILDING S' / 265.15' n 00 Q NOTI CE OF DISAPPROVAL SOUTHOLD, NY 11971 SCTM # 1000-70-04-15.1 PROPERTY: 2795 WELLS AVE. ADDRESS OWNER: RAY & JOYCE VASTOLA I— 80 HAMPTON ROAD Q SCARSDALE, NY 10583 SITE: 32,108 SQ. FT. = 0.737 ACRES ZONING: R-40 LOT EXISTING: 2,883 SF COVERAGE: ALLOWABLE: (20%): 6,421 SF PROPOSED: (18.95%) 6,087 SF FLOOD ZONE: X SURVEYOR: JOHN C. EHLERS 6 EAST MAIN STREET RIVERHEAD, NY 11901 631369-8288 LICENSE # 50202 DATED: SEPT. 9, 2010 EXI5TINC5 5TAIR5 'TO . SECOND FLOOR TO BE REMOVED s� �o�J� JOCKEY No—so® goo' p�� �zoN <� CREEK q FLOOD ZONE 9<0 H, k' �6) LINEmrr so -low 0 111111 1 = I N\N� o . � r , ,• .. • i ' • • ' ' ' ' ' ' . I I I I I I I I I I I WALLS I NG EXIST. PARKING';�REA (POOL <� ® �'.. .. .......... ' .. ' . ' ' ..... ENCLOSURE) tiF ...."...•.•..�:. 90 . .. ..... 4,00allow 99E.•:..•.�•.•.•.•.-,•:.•:.•.•:..,.•.,....•. . doom NEW DRlVEW�4Y ; :A,DDIi-IoN'T� EXISTING ��...» . '::'::: ::•:'• c�. ...:•:� •:•:: ::.'. PLANTER N VEiE P . i� H . y : 9999` PL o •f . •.•.•.•.•.•.�.. .•.•.•.•.•.yam —{mak. EXISTING .•.•.:�.•:..•.•..=:=:= =:=: FLASPOLE :.:.::�:.•.•.•.•...•.•.•...•.•: . Y ''•� ... t,. /. BE REMOVED- . .:''1:;.•.•.;.•.•::.•.; NEW POOL NE Q:.: 20'X40' x�:TI:;:•r,�,,'r'�?;: S O� WALL WITH EXISTING / ,. NEW WALKWAY INFINITY MENTAL TREES TO a / :�:?QNt %i?�: EDGE AT RAILING 1101 / \ POOL X. t / -•� - .;,;:;:;.;.•9999 .•.•. 50 POOL SETBACK : w . •..•.+�: 9.9.99••• '''''••'•'''•• 1 2 TRUSTEES N i ® '» . .•: . WELLS AVENUE / � •! ...:•:::•.•:: AKA / / .' :: »: .: / XISTING ::»:: .........WELLS WELLS '"' 9999' / / ® ........................... DRIVEWAY TO ROAD / / BE REMOVED ❑ ❑ ❑ �NE EX 1ST I NG z BASEMENT / UTILITY POLE _ / Iw ACCESS X NEW HOT TU aft sq, I PL Li EXISTING TREE TO BE REMOVED PLANTER \ EXI5TINS SATE TREE TO RETAINING REMAIN WALLS (POOL ENCLOSURE) /001 FENCE (POOL .A _ ENCLOSURE) w XISTING s" TREE TO Z 75 / •o o. ® REMAIN oNING 5Z N89'48'00 W N1EW POOL r EQUIPMENT I EXIST. RE51 DENGE PUBLIC WATER N SITEPLAN— SCALE: 1" =10'-0" O O A r l _ EX15T. ACGE550RY BUILDING S' / 265.15' n 00 Q NOTI CE OF DISAPPROVAL UJ O Z O>- Z �: I— W W Q Z Q 0 w Z=cl) LLJO F" Z Q Q Z O 0"1 F— Imm — O cl) x: Q �a O 0 06 Z to 00 ul)� Q . rn � � M T t- W v00v J •FaW� W •Un .. < R D LO W • N0� �v-. ti OF NEW), O 2� hj '92 X17 -53- V OJECT NO. 1213 DRAWN BY: NS CHECKED BY: NS DATE: MARCH 28, 2013 SCALE: 1" = 10'-0" SHEET TITLE: SITE PLAN SHEET NO: s P SECOND FLOOR PLAN - SCALE: FIRST FLOOR PLAN SCALE: 1/4" =1' -0" NENB45ENMIENTO NOTICE OF DISAPPROVAL UJ V o z �- LLJ W z > p 0 L — z = (n LU W z Q Q U J z oO _ �j � J _ cl)Q 0 Q 0 os z N Q• M Of T E3 -j n T t�v 20,� LU z MTS Q ^ a �.3W •ur y Q N z = o Vp C L W • N 1�' • V V 'Q V/ N - pF NEbyy g �. STFF�� ,fes �Gy �Z 2� 01795 \�G PR J NO: 1213 DRAWN BY: NS CHECKED BY: NS DATE: MARCH 28, 2013 SCALE: 1 /4" = 1' - 0" SHEET TITLE: SCHEMATIC DESIGN FLOOR PLANS SHEET NO: EAST ELEVATION SCALE: 1/4" = V-0" WEST ELEVATION - SCALE: 1/4" =1' -0" NOTICE OF DISAPPROVA W c 0 zU >- 0' I- W w Q z > (, 0 -- z UiW W o ~ OC z 0 a� a � J z 00 _ o cl) 0o o a a= o >U) ad Z 13 _j 2. �,8o� ° a 0� WJ•=Q�� z W • Q N = V N �Q W • a � M cn cn pF NEW1- STF�� 0- �Z 2� 017953- O� ROJE NO: 1213 DRAWN BY: NS CHECKED BY: NS DATE: MARCH 28, 2013 SCALE: 1/411 = 1' . 0" SHEET TITLE: SCHEMATIC DESIGN BUILDING ELEVATIONS SHEET NO: w , f s.: •:. w: 's Y� ;t. Y' •;,�. •.• :=y:.: '.�. .'i� �+;:•:r. •;r..: s'.a. s •�� ! .Ian• �t'•:•'w. ]Elm I � SOUTH ELEVATION SCALE: 1/4" V-0" I I TM doll TM IF 11, 1 / I k I I i z f r• s ..,r . • r.. . r . ' •. • ; . II NORTH ELEVATION SCALE: 1/4" V-0 J NOTICE OF DISAPPROVAL W Y �/� Vo VO Ix z O �� lui I— W a Z > p O— z cf) LU UJ Lu w_ OF— w z0 aF- Q J z Oo o. _ F— 1� J Cj) 3: a O to c/ ` - coa• inr� T O W J• I.- z,� M VJ • c=i Q N C7 O C L LU - •N U) N - OF NEW, i 0117953 1 G s�RE A JE NO: 1213 DRAWN BY: NS CHECKED BY: NS DATE: MARCH 28, 2013 SCALE: 1/411 = 1' . 0" SHEET TITLE: SCHEMATIC DESIGN BUILDING LEVATIONS SHEET NO: M .ice DRAINAGE CALCULATIONS FOR AREA OF EXISTING ROOF DW -A LJPGT V`ICLL /-\r_1"/-� X I11/NIlvl n �V111_11 i i rev i vim (DW A) 2668 SF x (2/12 FT.) x 1.0 = 445 CU. FT. USE: (4) 0' DIAMETER x 5' HIGH FOOL (4) 8' X 5' STORM DRAIN RING = 844 CU. FT. FRO\/IDED REQUIRED 504 CU. FT. > 445 CU. FT. DRAINAGE CALCULATIONS FOR AREA OF NEW DRIVEWAY DW -113 DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW B) 1285 5F x (2/12 FT.) x 1.0 = 214 CU. FT. U5E: (2) &' DIAMETER x 4' HIGH FOOL (2) 8' X 4' STORM DRAIN RING = 55-7 CU. FT. FRO\/IDED REQUIRED 53-1 CU. FT. > 214 CU. FT. �,����� or, �UPANGY OR USE IS UNLAWFUL TE SEPTIC PROFILE (N.T.S.) -BUILDING WALL PF EL 18.7 FT GRADE LINE ELEVATION 17.5 PT. ADE LINE ELEVATION 17.5 FT. /� � I' MIN. 2' MAX. 1/411/FT. IE. +16.5' IE. +IC .5, l0'-0" EXIST. RE51 DENGE SEFTIG TANK 8 "/FT. =AGH I N POOL TOP OF POOL 16.15 FT. BOT OF POOL 5.15 FT. GROUND NATER 5' MIN TEST HOLE BY MARK McDONALD GEOSCIENCE NO SCALE SOUTHOLD, NEW YORK 11971 TEST HOLE DATA (6/25/13) ELEV +17.5' 0.5 FT. DARK BROWN LOAM OL \ FLASPOL \ POOL \\+7.4 3.0 FT. BROWN SILTY SAND SM RE PALE BROWN FINE TO MEDIUM SAND SP COMMENTS: NO WATER ENCOUNTERED 17' LOCATION MAP REMOVE EXIST. FENCE PROPOSED HAY SALES $ SILT FENCE DURING CONSTRUCTION SEE SITEDATA SCTM # 1000-70-04-15.1 PROPERTY: 2795 WELLS AVE. ADDRESS SOUTHOLD, NY 11971 OWNER: RAY & JOYCE VASTOLA 80 HAMPTON ROAD SCARSDALE, NY 10583 SITE: 32,108 SQ. FT. = 0.737 ACRES ZONING: R-40 LOT EXISTING: 2,883 SF COVERAGE: ALLOWABLE: (20%): 6,421 SF PROPOSED: (18.95%) 6,087 SF FLOOD ZONE: X SURVEYOR: JOHN C. EHLERS 6 EAST MAIN STREET RIVERHEAD, NY 11901 631 369-8288 LICENSE # 50202 ii- HIGH WATER MARK DATED: SEPT. 9, 2010 WITHOUT CERTIFICA PURL I G EX I STING STAIRS CiC'uPtiNCY WATER TO SECOND FLOOROF SHEET SP 6 TO BE REMOVED 4 `9 APPROVED AS N D RETAIN STORM WATER RUNOFF NEW DRYWELL (DW -A) (5'x8' \ PURSUANT TO CHAPTER 236 DAT : loll {I�i e�P.� �,lf�-FORMERLY OF. OF ATTHEW STANTON THE TOWN CODE. DIA) FOR RAINWATER FEtEL= BY: RUNOFF FROM GUTTERS TYP f NOTIFY BUILDING DEPARTMENT AT Q \ \ \ 765-1802 8 AM T0' 4 PM FOR THE NEW DRYWELL (DN -B) "� �� � � � FOLLOWING INSPECTIONS: (4'X8' DIA) W/ OPEN METAL 00-00 EX 15T1 NG METAL GRATE 1. FOUNDATION - TWO REQUIRED AND DRYWELL BELOW07) FOR POURED CONCRETE INLET GRATE FOR FOR RAINWATER RUNOFF 6 - �`� _ EXISTING 2. ROUGH - FRAMING '& PLUMBING RAINWATER RUNOFF FROM _ _ _ �� _ _ DW TREES TO FROM DRI VEWAY - REMAIN �� �O \ \ ,�\\� ?o 3. INSULATION DRIVEWAY TYP _ _ �� - - - - - - - - - 4X8 ti ,��' \� \� �' ' ,� NF 4. FINAL -CONSTRUCTION MUST BE COMPLETE FOR C.O.Cp I- - m m \ \ - i ALL CONSTRUCTION SHALL MEET THEREMOYE EXIST. GONG. SLAB �\ \ YORKREQUSTATE. NOT RESPONSIBLS OF THE CODES E FOR ENGE \ / / : ' ; - - ulu \ \ DW \\ \ \ x' \ (FOOL 0 , w �f Ill rT I T7 - -, - \ DESIGN OR CONSTRUCTION ERRORS. �� \ I I I I I IXI I I I I r A\ \' \ ' \ l I • \ \ ENCLOSURE)\ i \ \ EXIST. PARKING . AREA • \ 4x8 \ I i \ o REGRADING EXISTING BULKHEAD 2g8.17PROPOSED 15 FT WIDE LANDSCAPED SUFFER AS PER ZBA �GONDITION5 JOCKEY CREEK EXISTING F /BULKHEAD 2� _ FLOOD '1ST REMOVE EX15 ZONE TO/BE/ <°ti FENCE LINE � / o \ \ EXIST, • ,ASPHALT WN N. � \ 12 \ q S O9 a \ G 1 OIL RUSH•ED BLUESTONE \ 3 \ \' . . 4'oo"E \ W..'DRI�fW +� \ SURFAGIN6 I \ \ \ AT \ \ \ \ xl'�a ��r7 /' EXIST1't►1 N � \ .. �ll: .• '�� •I• � � \ ll \ .. .ASO � �� o RUSH 'iJO�(G ASE..' .� : : I' ADFiITION TO EXISTING . \ 14 \ \ \ ., 3 R I INS \ x l BULKHEAN I • _ \ \•. Oa . �•"Gi�USHED "B��E. ••, • . •:,•.• . RES ' \ •, � - \ 15.4 r ::i \ \ STO . E SUI�FAG I i'iG. : �!/. c ' 13.0 + L ;. , N »:;::::::•:::•:::.;:.::::: >::� : > ::�•;:�•:.:�':• 11.5 11.5 .q V RED PORCH. •\• ' NEIN�'GOE [21 ti,5+1 TE • 4 : ♦i ♦♦1 v` .I . '% a ♦• I E a\ °r T i .. 1 ... +K ... ER Rri y G I ! \•:S•:LS•:SS•.•>:4it4..•:•:•:'1:4':•:V:•JJM•:4:•M•:4•:' 1- T OOH • • • •• • • :5::• I - EXISTING a- ...... .. •. ..... , I - �GON�G�RETE� .ti n. � Lr ,._ r - I , G 1 .., 1 � ,�' ,,�. BER OV D ♦•� � - REMOVE E EXIST R :,.. TREE - I j EXISTING -: ♦X��'♦' E,05T _ I \ NEW WALKWAY, . .: .. T� ..... ?N� � :�:�:�: - s E5 TO \ / / :� : -DECK= _ I TRE W/STONE PAVERS / ll , . 4�:8:.♦. . �. •°or \ / 6 4 ,..: +18.5 I REMAIN ON GONG. SLAB / ::XR. - 15.36 I - '. EXISTING PLUMBER CERTIFICATIONOG .F. P/ L I E R r' 0 G E F r B I N / TE ?� D N - C / D � X A TY POE LEAD , UTILI L N � , r' 0 � ATE OF O - - C , 1 � 1 F T i C � a� SOLDER ER 5� DrN WATER •, f - - "� a U P LY S�S TEM CANNOT y\' C / I5T PYF1% LEA : ;5T•/ VERIFY LOG. OF.EX/ \ / RTO INSTALL i / TREES PRIO LP i ANION OF SEPTIC SYPLANTERSTE / i 4 L ANT J x�y ,�i b ,P' w ii • EXISTING \ BOT (1 \ \ \ FLASPOL \ POOL \\+7.4 EXIST. WATER \\ EX S IN `w�' '� TO REMAIN � f / NEWPOOL RE z 20'X40' � \ UNDERGROUNt O W Z = WALL WIT�\ AS REQUIRED INFINITY \ EDGE\AT POOL '\- Q CIO J _ 0" 5Y5TEM TO BE ' \ ' I \ REMOV)=D 0 � a Q TE RAGE _ +/-67' PROPO 06 LA / \ / BOT POOL _\5TON GO G EfE \EXISTING / PROPOSED�•, T CLEARED � M a M W - \ ,1 1 4 L ANT J x�y ,�i b ,P' w ii • EXISTING ujY ' FLASPOL \ EXIST. WATER \\ EX S IN `w�' '� TO REMAIN � f / W RE z RETAINS '' UNDERGROUNt O W Z = WALL WIT�\ AS REQUIRED O Z \RAILING \ �, Q CIO J _ 0" ' I ' 0 � a Q TE RAGE _ +/-67' PROPO 06 LA P _\5TON GO G EfE \EXISTING / PROPOSED�•, T CLEARED � M a M W - \ ACCESS �AT H TO BE \\ MAINTAf,KLD THROUGH 1 Ur, u•i M a N \ BUFFER 1 - 7•q \ oM L I 1EXIISTINSTRE TO BE PRO OSED 3 FST WIDE - �G Q• 1 // REMOVED WELLS - / EXI5T. 5HRU 5 o LONG GATINALK / / TO REMAIN I I.9, 6 T \ AL/,O G BULKHEAID� FOR / / 15.5+ Up 4. 4v AVENUE' �- ,N� 0 EXP �i / I 1 \ \ EXISTING BOAT +11.7. 1 \ DOCKAGE AKA TEST MOLE q'. I / A / \ / 1 No �� ST oT� 1 I 1 I 1 �, N o� EL +18.25 +15.46 PR POSED HAY BALES WELLS t���"�IEDIQ7ELY� � ����� 1 ENCLOSE POOL TO -CODE C'g`D �L ♦'♦ ♦""''♦ -(NIG) , 1 1 1 I SILT FENCE DURING \ UPON C T � +15.3 - \ / LF \ i ❑ 1 I 1 CONSTRUCTION I ROAD COMPLETION \ 1 \ / E / BEFORE"VUAjEA" NEW BASEMEN I 1 I VERIFY LOG. I / / / \ \ to AGGES DW S " Si -1T SP 1 I 1 �� OF EXIST. TREE EXISTING _ _ XI5TINO I / A I FOR ADD. INFO PRIOR TO WATER METER DRIVEWAY TO ---- --- to I i 4x8 I AT `POOL I$ TER. \ ;%' I REGRADING - REMOVE EXIST. STO / EXISTING BE REMOVED REMOVED \ AW I ON FOL �� I 11 \ \ \GATE �'/ WALLS AND STOCK P I E UNDERGROUND EXISTING \ z 4x8 I 4x8 I REGRADING \ \ ALL STONE FOR OWNE IS WATER LINE TO UTILITY POLE %%� \ \ I / / AS REQUIRED \ \ 1 REUSE RESIDENCE \ X I / EXISTING � � / NEW 48"H FENCE 1� I I \\ w I TREES TO / / (POOL ENCLOSURE) \ \ I \I Q 1 l REMAIN (SEE SPED) \ 1 \ N89048'00"W NEW POOL PLUMBING PROPOSED NEW SEPTIC, 5`I'5TEM ca EaU M ALL PLUMBING WASTE IP ENT COMPLY WITH ALL CODES OF & WATER LINES NEED FOR A 5 BEDROOM RESIDENCE NSW DRYWELL (DW -A) (5'x8' '` '`'' TESTING BEFORE COVERING EXIST. ACCESSORY NEW YORK STATE &TOWN CODES ._._.__._._.. _ . - 1500 GAL SEPTIC TANK (5T) � DIA) FOR RAINWATER BUILDING AS REQUIRED AND CONDITIONS OF -(2)5 DIA x V HIGH LEACHING POOL (LP) RUNOFF FROM GUTTERS TYP SOUTHOLD TOWN ZBA - FUTURE LOCATION FOR (1) S' DIA x 8' HIGH LEACHING POOL (EXP) I I SOUTHOLD TOWN TRUSTEES 1 N N.Y.S. DEC EXIST. 1 RESIDENCE SITE PLAN - PUBL I G WATER SCALE: 1" = 10'-0" EGTRIC/ ' / - 00 0 O M M 0 0 N \ I / 265.15' 1 I / I EXISTING BULKHEAD N FLOOD ZONE LINE PROPOSED 15 FT WIDE LANDSCAPED BUFFER AS PER ZBA GONDITION5 FINAL CONSTRUCTION DRAWING I G ANNIICHECKED ujY O Z O>_ _ Z �.p L..W W a z Q O W Z = W Lu O Z a Q CIO J Z O 0" 0 � a Q o 0 06 . ti zCD wa. ' � M a M W 00 Vim} J'wz < W LL =gz W . 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TOP OF +15.46 (17.5+) EXIST 1 Fo 5.46 48'h FENCED ENCLOSURE FOR II 15.3+ SOUND PROOFING 1 I NE BASEMENT / I I 1 ACCESS I I I I / / DN A 4x8 I I z NEN POO 16 u EQUIPMENT II )/ -- I z I NEN DRY LL (DN -A) (3'x8' DIA) (LOCATE I TOP F DRYNELL LONER THAN INLET C7ATE F- W I DRAIN AT N N I OUTDOOR BASEMENT ENTRY) I w I FOR RAI NATER RUNOFF FROM GUTTERS I TYP PROVID INLET KITH GRATE AT GRADE DW A 4x8 I POOL FOR DRAIN GE II OF FUTURE HOT TUB WATER DW 4x8 1,17 �1 /16 5 \ E T \ I \\ \\ SP -4 I � \I I \ \ \ \ \ I \ \ I \ \ \ I \ INFINITY EDGE AT `/' \ POOL \ \ I ,\ / \ V \ 11 \ �- - II � \ \61 'PAVERS'- OI�"J�THK GONG SL�AB�W/_6X6_ NNM I'YP I GAL -T- - PAV NG -PATTERN AS SHOWN \ \ \ \ \ -fI \ / RET�IING NALL WITH \ Y�11 \ PP TCH DN I RAILING \\ \ - 7 ,-T,---,, . 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STFF , t; . * 11 0111, \,;Z111V S _D ROJE NO: 1213 DRAWN BY: UT CHECKED BY: NS DATE: SEPT. 12, 201 SCALE: 1/4', /4" = 1' - 0" SHEET TITLE: ENLARGED SITE PLAN SHEET NO: EXISTIN6 D GfG r '• 1 � 1 12 "x72 "x2" THK STONE POOL COPIN6 W/ BULLNOSE EDGE AT POOL T`r'P 6RADE UPPER TERRACE STEPS 5EYOND ' • • I 1 I—III—III—I 1 I—III—III—I I i I— >. r4 I '— � / -� I -III -III -III -I I i_ I I -I ,-I I IJ i I -i I I 4,L FROPO`SED NEN 6UN I TE -� 1=16RANUL=APU�IIL-!1I37c, SW I MM I N6 FOOL. - EXISTING GRADE —'"=111= 20x40 LINE Or- DEEP FDEEP 24" WIDE GONG EXISTIN6: FTG, 56 BELOW FINISHED GRADE, (o" MIN BELOW �- EXIST GRADE (TVP { =1 11=1 11= '''•• -III=III=1 �- ( •��`�� 11=III=III- I I I -I I - •:; I III -I —1=III=111- - I I -I I NEW 6 ADE •~' -I � �-� � �-� � �-� � �- �,�• I I -III -I I I 1-I 11=l I I=1lI�=1 :..� I I III I I I I I I � I �IPRGT ID =1I1=III II I , I I -I I I -I I - FII IL IToII�S= =1II-I II -I I I ;'' -I I -III-I III I I �I I I_II I II II ��� LI -,, I I�-111_ LINE OFJ EXI5TIN6 6RAI7 SECTION THRU POOL TERRACES V J SCALE: 3/8" = V-0" 12 "x72 "x2" THK STONE POOL GOPI N6 W/ BULLN05E EDGE AT POOL TYP, I Im I LOWER TERRACE S I I—! 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I I� III11 =1 I I I -111 = I I I I I I I 11 I I A 11171,T A. ol WALL & RAILING DETAIL- 2" THK BLUF-57ONE PAVERS ON SS BRACKE75 ANCHORED INTO GONG WALL STEPS BEYOND „ (Oil „ I'- I " 1' STUCCO FINISH Q. 2" THK BLUESTONE TREADS ON MORTAR r '. -� _ AUTOMATIC SETTINO REM ON" •`'''' POOL COVER REINFORCED CONCRETE I STRUCTURE .> FOOL BOX FOR AUTOMATIC I/2" EXP JT TYP .: } : " 4. '..' POOL COVER SEE Y''' MANUFACTURERS 5PEC5 FOR BOX SIZE AND REOU I REMENT5 GRADE, ° 6 I o o SUN I TE POOL STRUCTURE /8" GONG I WALLmp/ .ILL. HORIZ. A 4 ' /' /' Q5% 16" VE / / ° /// / OF / ° 8" DEEP 2El GONG FTC 4 BEL GRAD /' ' Y /' ' � // ' / // /�# /,4 � / �/ ' / // ' / // / / i/ / /' ,r / /' i/ / /' i/��' / / /' i/ / /' ,/ / /' ,//—� N�, AUTO POOL COVER BOX & STEPS DETAIL - BSCALE: 1" = V-0" Vj SCALE: 1" = V-0" POOL ENCLOSURE RAILING W/ BALUSTERS ® I i" SPACE BETWEEN BALUSTERS (LOCATED WHERE STAIR TREADS OR TERRACE LANDINGS ARE WITHIN 48" OF FINISHED GRADE (TYPICAL TOP OF PAVING 2 "x(O" HANDRAIL 4x4 POSTS 6FT OG MAX k BALUSTERS = W/ Ii" SPACE ti BETWEEN m BALUSTERS 2"x4" BOTTOM RAIL A. 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U N C-4 W c 0 Lf) �— W • N = M U Q �-• U cn U) �pF NEW yo � � STFF. �- Q 9 S ,D PROJ NO: - 1213 DRAWN BY: UT CHECKED BY: NS DATE: SEPT. 12 2013 SCALE: 1"=1'-0" SHEET TITLE: POOL/ TERRACE DETAILS SHEET NO: DECK BEYOND 0 ELEV +18.5 UPPER DECK ST NEW GRADE 1=1 ELEV +15.5 MASONRY PIER W/ 5" THK BLUESTONE GAP $ 2" OVERHAN6 TYPICAL 0 RAILING SEE DETAIL TYP I GAL - LI&HT FIXTURE L2 _ - - -- ,SCOUPPER TERRACE •�.� FOUNDATION BEYOND iI POOL SHALL W NEW &RADE - TUGG- END BEYON i I F -' > I! 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R ROJ NO: 1213 DRAWN BY: UT CHECKED BY: NS DATE: SEPT. 12 2013 SCALE: �� f :9 3/8 = 1 - 0 SHEET TITLE: POOL/ TERRACE ELEVATIONS SHEET NO: , ,— POOL ENCLOSURE &ATE STAIRS W/ BLUESTONE TREADS AND STUCCO RISERS TYP NEW 6RADE EXISTING &RADE FOUNDATION BEYOND I I I I I I I I I I I I I-1--—I-------I—I--_T ' --------------------------------- L---1-------L----1-- I I --------------------------------- POOL ENCLOSURE RAILING W/ BALUSTERS ® POO Ii" SPACE BETWEEN BALUSTERS (LOCATED STAIRS W/ 5LUE5TONE SCALE: 3/8" = 1' -0" WHERE STAIR TREADS OR TERRACE LAND I NGS TREADS AND STUCCO ARE WITHIN 48" OF FINISHED GRADE (TYPICAL) RISERS TYP ELEV +11.85 LOWER TERRACE STAIRS W/ BLUESTONE TREADS AND STUCCO RISERS TYP - NEVA 6RADE ,,b ELEV 1111h Y LOWER LANDING I I I I I I FOUND, TJON BEYONDI �•• � �� �� I I I EXISTING 6RADE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -I — LJ -----------I I -L----------L NEW FOOTIN6 6" MIN BELOW EXIST GRADE (TYP) -ELEV +18.5 ELEV +18.0 A C UPPER DECK LONER DECK SP -3 SP -4 /� RAILING 36"MIN HT (TYP) AT 5GREENED �IN PORCH L TERRACES EAST ELEVATION MASONRY PIER W/ 3" THK BLUESTONE GAP 2" OVERHAN6 TYP I GAL RAILING BEYOND SEE DETAIL 2" OVERHANG \ TYP I GAL 1=1 1=V -os; 1; � UPPP TEKKAGE T ITERRA�--�• ' 1 . 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I LOWER LAND I N6 yam. �' — — — — I —� — — — — — — — — — — — — — — — — LOCATED WHERE STAIR TREADS OR _ _ _ _ _ _ _ STAIRS W/ BLUESTONE ( I I I I I I NEW FOOT I N6 6 MIN TERRACE LAND I N65 ARE WITHIN 48 OF NEW 6RADE i �y �T ,��• •� I I I I TREADS AND STUCCO �a ••� '4�"'r - 1 I I FOUNDATION I I I I BELOW EX15T GRADE (TYP) RISERS TYP FINISHED GRADE (TYPICAL) . �� ,�� .�•■ I I I I I BEYOND i i m I L I ------ I I EXISTING 6RADE --- __==LL__ -- ___ r'-�--- __POOH=T ACES NORTH ELEVATION � - - -NEW-1�6O�IN6-6- Mi -N SCALE: 3/8" = 1' -0" NEW FOOTING (oil MIN BELOW EXIST GRADE BELOW EXIST ,6RADE (TYP) (TYP) FINAL CONSTRUCTION DRAWING no ULI Y 00 Z � Ozl�: 0 F— UJ W a Z > D OW �- Z =cj) WW O Z a Q c J Z O O I■■� F-cl) J O Q M a O 0 06 z . 13J�• o QO O} zma^ Iy- J• W w z �az►Q► ' x W • U Q N LLT c C7 0 W • w 2 M cl) vi • . or NEW Y ST FF ;1r � 92 179 3. R ROJ NO: 1213 DRAWN BY: UT CHECKED BY: NS DATE: SEPT. 12 2013 SCALE: �� f :9 3/8 = 1 - 0 SHEET TITLE: POOL/ TERRACE ELEVATIONS SHEET NO: TOP OF EXISTING i'A1rEMENT CAST IRON FRAME AND COVER TO GRADE TRAFFIC SLAB (SEE PLANS FOR LOCATIONS) ,1-'0101 Ii / / 1 11 O �/ 1 1 PERMANENT STORM WATER" RUNOFF ATER- RUNOFF CONTROL MEASURE STORM DRAINAGE RING TYPII NO SCALE FILTER CLOTH MIN. b" BELOW GRADE 00 J 0 Cn Cn SFS" HIGH x 8' DIA o DRAINAGE BASIN W 0 - BACKFILL BAGIGFILL MATERIAL TO BE GLEAN SAND AND GRAVEL /A I RE PENCE W/ / FILTER CLOTH / BOUND HAYBALE el SURFACE x k DRAINAGE .. , FLOW .._.. METAL WIRE FENCE W/ -------FILTER CLOTH AND METAL POSTS 10' MAX SPACING r X. .s .. >« h ;•� f*–" — ,...,,ANGLE STAKE INTO. ` PREVIOUS BALE 00 `K`��` + �~�` SURFACE DRAINAGE FLOW .2" RESAR,STEEL PICKETS OR 2" X 2" STAKES 1-1/2" 2" IN GROUND DRIVE FLUSH W/ TOP OF BALES BOUND HAYBALES (ABUT TO ADJOINING BALE TIGHTLY) \HALEBALE TO BE EMBEDDED INTO SOIL MINIMUM OF 4" AND BINDINGS PLACED HORIZONTALLY WRAP SILT FENCE UNDER HAYBALE AND DRIVE STAKE THROUGH. TEMPORARY STORM WATER RUNOFF CONTROL MEASURE EROSION &SEDIMENT CONTROL DETAILS 2 NO SCALE GENERAL STORMWATER POLLUTION PREVENTION NOTES PERMANENT STORM WATER RUNOFF CONTROL MEASURE SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE Development activities for this project will consist of: 1. Installation of temporary erosion control measures (silt fence barriers). 2. Existing portions of the building structure to be removed 3. Excavation and removal of portions of existing driveway surfaces 4. Demolition and removal of portions of the existing building foundation 5. Excavation for a new building foundation (+/- 3 ft below finished grade) 6. Construction of a new foundation 7. Construction of the new Addition and Second Floor 8. Installation of on site drainage structures (permanent storm water runoff control measures) and septic system 9. Installation of underground piping from gutters and downspouts to the drainage structures 10. Filling and grading of soil above drainage structures and septic system 13. Installation of new underground site utility lines 14 .Construction of new terraces, swimming pool and decks 15. Renovation and repair of existing driveway surfaces 15. Driveway area grading 16. Installation of new landscaping plants, lawns and automatic irrigation system 17. Refinish of all driveway surfaces 18. Removal of the temporary erosion control measures (silt fence barriers). SITE DATA Site Area: 32,108 sq. ft. = 0.737 acres Soil Classification: See test hole Receiving Waters: Great Peconic Bay Contractor: N/A POLLUTION CONTROL MEASURES In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment control measures including, but not limited to, the following shall be employed during construction: A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall remain undisturbed. B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in accordance with the soil conversation service recommendations. 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 immediately. a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. b. Soil Amendments 1. Lime to ph 6.0 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) c. Seed Mixtures 1. Temporary seedlings a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) b. Certified "Aroostook" winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in October/November. 2. Permanent seedlings - See Landscaping plans D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from cleared slopes. E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until construction is complete. F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be removed or cleaned on a daily basis. G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be protected from sediment buildup through the use of appropriate inlet protection. H. Appropriate means shall be used to control dust during construction. I. Sediment barriers and other erosion control measures shall remain in place until upland disturbed areas are permanently stabilized. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be cleaned and flushed as necessary. J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance .measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to the Engineer/Architect for revision of the SWPPP where appropriate. DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor paving materials. 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 dumpster that all waste marerials will be temporarily stored and dumpster shall be emptied weekly by a private carting company. FINAL CONSTRUCTION DRAWING UJ Y Z 00 o zl� aUJZLU oLIU� w� Cl) LU 00 � Z � a U) J Z 0" ~ F=o Q QEi COD >U) o 06 z - co Q • ,, O J �• p n W a < W x tazU. W•v Wv, Q N C7 W. N = M U to Cl) oF NEW), O s TEF�� z A N T-4 PROJECT -WO: 1213 DRAWN BY: UT CHECKED BY: NS DATE: SEPT. 12,201Z SCALE: NTS SHEET TITLE: SWPPP DETAILS & NOTES SHEET NO: --------- 7 -7 -T- I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I r--------- 7 -T -T -r -r -r-1-7 ----------- I I I I I I I I I I I I I I I I I I I I I REMOVE EXIST. STAIR POSTS, AND PLATFORMS I I I I I I I I I I I I I I I I I I I 1 i I-----------1--�--�-1--1--I--L� r_I".-i I-i—�-1--I-i-i---------t I I i I i I I i l I l l l l l l l I REMOVE ALL EX15T REMOVE EX. VINYL 51DING 4 EXT. WINDOW INSULATION DOWN TO SHEATING EXIST. GONG. SLAB REMOVE ALL EXIST. VINYL SIDING 4 EXT. INSULATION DOWN TO 5HEATING .. -------------------------, I II IZr hl I n p/ l u i w nl l I II I X Q I r---------1 iii i ii W Q h�I p-------� REMOVE EXIST. STAIRS 4 RAILING SECOND FLOOR REMOVAL I I I I I I II I I II O III , I -----------I I I I I I Jill I I I I i i i i III I I I. REMOVE ALL INTERIOR FINISHES Q 1 INCLUDING ALL DOORS, 5HEETROGK, 11 r ---------I LINE OF EXISTING 1 I II WOOD FLOORING, AND TRIM ' i2. REMOVE ALL PLUMBING FIXTURES Ii ------------- r---------------------------1 FIRST FLOOR BELOW I I I I I III I--------------� I I I I I I III I AND PIPING " L _____ EXISTING �i i It EXISTING _ BEDROOM ' 3. REMOVE ALL ELECTRICAL FIXTURES n I AND WIRING XX h I t mil 4. REMOVE ALL DUCT WORK (IF ANY) GARAIGE W REMOVE EXIST. AT SECOND FLOOR 11 �`o\ BENCHES 5. REMOVE ALL STUD WALLS II REMOVE EXIST. I e I o I IuII i I 6. REMOVE ALL VINYL SIDING II GYP. BD. 01-6 \ Q I I III ; ' 7. REMOVE ALL WINDOWS II EXISTING DECK I 8. REMOVE ALL ASPHALT SHINGLES, ii N p I I i Jill ' SHEATHING, b RAFTERS II 1 REMOVE EXIST. DECKING 1 I 1 n X p I n I X DOWN TO J5TS I I 1 1. PROTECT ALL FIRST FLOOR INTERIOR II W Q 111 I W I K FINISHES UNTIL SECOND FLOOR IS Ii DN tlI} p Jill ENCLOSED. " tt1 I I I I I I II I 111 "-----------' I III i I II 4 iii' � I ' I I t l I I --- ------------------ r-------,-�-� ' I - I II II -____-- Z I I I I REMOVE EXIST. ES 1J I I I I ' II I I I I UNIT AND BENCHES I I 1 ,;. ,�• \ GL I I II I r -1 I I I - I I-------- REMOVE EXI5T DR. — i I 11'ZEMOVE EX. ' 1 ___ __ _ _ I ' AND SAVE FOR REUSE. W ------ I I WINDOW I --J L -------J L --i r- 1T�L__ J, -- -r------------ -i - -� r- 7 —J L ---__--J L_ -- ----------------I 1----- ___— -- ------1__�.C__ ____L__ I \\� ► , I -------- ---------- CL - --, ---- I I I `\\ o GL ' 1 \�s �� REMOVE EXIST. I i i o rL-------------- i i I -- �«_ ��../-I -- I I III RAILING I I L._________________- i I REMOVE EXIST. 1 1 I I I BEARING WALL. x \ I I III I I TEMP. SUPPORT I I "' W REMOVE EXIST. 1 II I I 1 II 1 I I I I I l I FL. JST5. PRIOR t I III 0 REMOVE ALL EXIST. I 1 1 BEARING WALL. I I llil IrrII I TO REMOVAL ' _ I�� O CANETRY, FINISHES I I I TEMP. SUPPORT BII i I EXISTING iii I i I i iii AND APPLIGANGES. SAVE APPLICANGE5 I I' FL. JST5. PRIOR ? ii I REMOVE EXIST. I I i ii I i u l i i j TO REMOVAL iii BENCHES SITING i ' 'III Iu11 I 1 i i� FOR OWNER5 REU5E Lr ROOM REMOVE Iti I ilLfl REMO_ VE EXIST. rn tI 'I EXIST.—�' ] I' I L�------ Jill CHIMNEY COLS 4 TEMP I iI i REMOVE EXIST. SUPPORT FL. J5T5 OO iIniIi'I MASONRY FIREPL Q 11 I I I -------------------, r--- --, ill I I 4 BEAM I I`1 I r' i AND STONE HEARTH PROVIDE TEMPORARY ----� r-- ---------- T -I �'tr-- -� I iii Jill I i I : Q ii I SUPPORT PRIOR TO Nti' REMOVING DOOR HDR5 I I �iI"iI i Jill t LIREMOVE EXIST. 1 XISTING ' NY ' z ' KITCHEN NO1 iIIIIi IIIII IIIII EXISTING D ECKPORCH STEP i MOVE EX. II,I REMOVE EXIST. DECKINGW RE NlLK1 ------- TILE FLOOR IN EXISTING DOWN TO JSTS REMOVE EXIST. rT----T CLOS T GL ' J I I�L1GYP. BD. GLG LIVING ROOM 11lti rEXIST. WD FLOOR Ln I wi r -j------- L I-- -----------4 REMOVE EXIST. IIIIII IIII hfl ' ', IuI d GYP. BD. GLG ?" till ' 1 IuI--------\ p II BATH Jill ' I Jill .— I I Iiil II I _ ' ' ` li i REMOVE EXIST. ----J L-------------I-------------J I I -! r ��, \i I it i I 4� r--Tl---t --- i I �, �_----__ - _�j1 BENCHES I) 'r—LINE OF EXISTING I FIRST FLOOR BELOW I REMOVE ALL E;m VINYL SIDING 4 INSULATION DON SHEATING REMOVE EXIST. BAY WINDOW SECOND FLOOR PLAN -DEMOLITION )F ENTRY HALL nl I i III I i EXIST. STAIR TO REMAIN II III I I rI I I I I I I II I I i III I I III I I REMOVE EXIST. EXIST. ND FLOOR MOVE ------------------------------------- TO p r;' GL GL II GL jL ----J L --i r- I r----------\- ' REMOVE EX. t CLOSET OL EXI5TING 177-777 BATHTCT 'I .0 PRO N15HES L u REMOVE EX. WINDOW II EXISTING BEDROOM EXIST. WD FLOOR REMOVE EXIST. GYP. BD. GLG GYP BD® WALL5 TO REMAIN REMOVE EXIST. SHW ENCLOSER REMOVE EX. WINDOW FIRST FLOOR PLAN -DEMOLITION RAILING "I- ----------------, DN I- ----------------� L- I I REMOVE EXIST. STAIR 4 RAILING ----T---- REMOVE ALL EXIST. VINYL SIDING 4 EXT. INSULATION DOWN TO SHEATING FINAL CONSTRUCTION DRAWING ULJY V 0 Z � O 0 Z Liu W Q Z 0 Z uj W wZ 0 z < ilg- < - V) Z o 0 ~ ~ cl)Q O Q O v/ w Q • {7 Jam• ��� W J. V o zo z LU - aLn0�, Z LL w� W. N U n cn N to OVNEW yO S Tp �cQ 0 7 - G ROJE NO: 1213 DRAWN BY: UT/NS CHECKED BY: NS DATE: SEPT. 12, 2013 SCALE: 1/411 = 1' - 0" SHEET TITLE: DEMOLITON PLANS SHEET NO: �01 c1l ----------------- EX15TIN& OARA6,F_ EXIST. GONG. SLAB <_ a EXIST. WATER FILTER TO BE REMOVED EXIST. STAIR ay2l, all .1- 51-1011 41 41-611 - --------- ----------- 40 REINF. ----------- OONC, N_,-, ------------- ltir _L__--.1 L - - - - J L SLAB ON '!* I A;- Z�- L___ J OOMPAOTE T EX15T. 4X4 POST FILL NEV4 (oX& PT POSTS ON 16-- v Ni GONG. TUBE AND 24"XI0" REINF Xi 1111 GONG. FOOTING a 561 BELOW 0 j I: ------ GRADE ILI t2 m X XI I N' LU I Z. Lu if \ \\\� 'loll5� It **� /EXIST. 2XI0 DECK JT5 ® 16" 00 lu 111 31 IL C, ALIGN NEW FVN WALL WITH EDC7F: OF EXIST. DECK. VERIFY ALL DIMENSIONS W/ Af2rW T EX I \X 4" REINF. GONG SLAB ON COMPACTED FILL Aal =EX15T. Z TO OIL i REMAIN EXIST. 4X4 POST i iWOOD 5TEP_ ABOVE TO REMAIN EXIST. OIL TANK TO BE H \I t I i : i 3' /// // ; ; REMOVED j lu (14 ol ILIr-----i sr I /\-4" REINF. 00NO SLAB ON COM- Nr:Vq 6X6 PT PC 01 L_ ACTED FILL EXISTING GONG.-- EXIST. OIL FIRED EXIST. 2X5 FJ @ 16" 00 Ott 12'-d OoNo� I I IaLK FIREPLACE FURNACE TO BE FOUNDATION TO REMOVED �: I - —\/ i s; i v011 REMAIN LI 111 0 OF_ ok Vi 8" THK POURED! i 1K F: < CONCRETE KA EXIST. 2XIO F -I a Ic", 00 lu LL YV EXIST. 2XIO Fj a 16" 00 al'H X 16" Yq REINF. x NEW '7 1/2 T -JI FJ t SUBFL NEW P05T ON wr-Te a 56" BELOW ^ C GRADE I x EXIST FDN tu EXIST. 5 1/21, .......... 11111f111j COLUMN IC o STAIR /:2XIO FJ :•\\//\\//\\ UP EXIST id LY!L! ..... 'I Y4 POST FROM N EX15T. UNFINISHED /0 \\%\\% ABOVE I — ;// // I BASEMENT EX15T. EXIST. GONG. SLAB POST FROM rINISHED ABOVE BASEMENT N ALL FINISHES 4 t I ;�: \j ELECT. REMAINTO A55UMED EXIST. COLS /Z AND BEAM AT EXIST. 2XI0 FJ KkLL VERIFY INITH ARCHITECT PRIOR TO CONSTRUCTION ml 'AL 10 —ADDI- CcIxI5 ON N PITCH To DRAIN i y\\/\\\/ c� EX x EACH SIDE OF 61RDER - PROVIDE tf NEW W10 STAIR 5/8" M.B. a 16" O/C,TO NEW TERRACE ABOVE -5TAG9cER TOP 4 EXIST. 13 :2'w EX SEE SP -2 FOR ADD. INFO ----------------------- BOTTOM I X ------------------------------ ILI -T ----------- L i B1 III upe EXIST. ELECTRIC I I I PANEL NN EX FUTURE E3A7H ' / // / ! \// \//�/ //%/%\ 111111111111q ------ ------------ DRAIN To DRYMLL- SEE SP -2 FOR ADD L- ------------- — ------------------- INFO. _T 71 R ACE 1-71-1 't VERIFY M G BASEMENTIFOUNIDATION PLA SCALE: 1/4" = V-0" N amb 21.-1V:2-' --------------------------------------- ------------------------------- Ole NEW 20'x4O' 65UNITE SWIMMING POOL 51 I , ftr,4 I Lt II I I I I m. 5' 51 ... 51—(Ou 1- ----------------- FILL t:: ol I 4" REINF. CONC, SLAB ON COMPACTED FILL 4q' -Ill 551 FINAL CONSTRUCTION DRAWING PROVIDE &UNITE POOL COVER UJ 7 cl) V 0 z :2' 7t i Z BOX AS REQUIRED BY AUTOMATIC, W w < z > POOL COVER MANUFACTURER U) W LLJ Lu 3: a � W VERIFY N ARCHITECT PRIOR TO 4q' -Ill 551 FINAL CONSTRUCTION DRAWING PROVIDE &UNITE POOL COVER UJ cl) V 0 z 0 Z BOX AS REQUIRED BY AUTOMATIC, W w < z > POOL COVER MANUFACTURER U) W LLJ Lu 3: a � W VERIFY N ARCHITECT PRIOR TO < iiiii- < cl) z 0. CONSTRUCTION F -I== .1 c 0 < 0 > U) ca Z. cf) Le)ti C, CD in Do <0- F- LLJ w z ui•5) Q z LLr c')D V C4 (9 to N 0 OF NEW), (oil 017 5 ROJENO: 1213 DRAWN BY: ----- ------- ------ CHECKED BY: NS DATE: i 4 r t 1/4"=1'-0" SHEET TITLE: BASEMENT/ zzz & ROOF PLAN SHEET NO: --------------------------------------------- ri -7 --------- --------------------------------- I- \ AsIDINC-p .....................- �•• /\¢/ G� _ G FI - ;Y: AGTE1 FILL r 74. r----- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- -------- — — — — — — — — — — — — — — — — — — ------------ ---------- — — a" THK GONG FOUNDATION WALLS (TYPICAL) ON 8"xib" REINFORCED CONCRETE FOOTINGS SEE DETAIL ------ I 46 • 77777t. 1 --------- J_.1 4q' -Ill 551 FINAL CONSTRUCTION DRAWING UJ cl) V 0 z 0 Z F- W w < z > z U) W LLJ Lu 3: a � W z0 < iiiii- < cl) z 0. 0 F -I== .1 c 0 < 0 > U) ca Z. cf) Le)ti C, CD in Do <0- F- LLJ w z ui•5) Q z LLr c')D V C4 (9 to N 0 OF NEW), 7_4 017 5 ROJENO: 1213 DRAWN BY: UT CHECKED BY: NS DATE: SEPT. 12, 2013 SCALE: 1/4"=1'-0" SHEET TITLE: BASEMENT/ FOUNDATION & ROOF PLAN SHEET NO: m i N 140 1 A EXIST 5TL COLUMN VERIFY NEW WINDOW IN EXIST. OPEN'& O I A z� _ I w z O �o _ r it_ NEW 2 TRIPLE FLOOR _ _ 0' 4" O N JOISTS MIN (3 2x10 6'-7" w EXISTINGw GARAGE 0 EXIST. PLATFORM i EXIST. CONC.5LAB Q x TO REMAIN NEW 2-LAYER5 5/8 w N () LYLi NOR TYPE "X" GYP BD m Pv P05TI CLAMPS 00 TDP ,AND BOTIL Td I Ca p O NEW DR DOOR Q IN EXIST: OPEN'6 G1 EEN I P ROH _ w z NEW' �/ D� 4 AH06ANY OI Q O X REMOVE EXIST. O w WINDOW t INFILL i ,� _ NEW TRIPLE FLOOR OPEN'G Wx DECK ISYS ®I6 OG 1 O JOISTS MIN (5 2x10 DN \ TAPERED I/8' RFT OVER t(1 BELOW WALL ABOVE I 1 j EXIST. 2XIO FJ ® 16" OG pr Q RELOCATED EXIST. / i NFILL OPEN 6 W/ NEW r PLATFORM - PAINT N /-7 oil XIO PT J51�51 1/2" PLYWOOD EXIST 5TL z / ' / I 5HEARWALL COLUMN NEW 5/811 .rn,E 11 11 I VERIFY X v / GYP BD AT EA 51 E I POST L r / IGAMPS / (5) I I I •2X6 POST 000 /' i, T DIA 3 2x10 � � /�//,/,. I � � P05 3" 14 3-4 I ''' O KITCHEN % i PIPE COLUMN CCC!!! PAVERS �D W i GOi G. 51 1�i1i1. I 1 = OC O � Lu u - �nm=� MEM 4-2X6 P05T (TYPICAL) i r EXIST. 5-2X10 (VERIFY) IF EX15T 2x10 ARE CONTINUOUS - GIRDER 15 NOT NEEDED. IF SPLICED AT GIRDER ADD (05/8"xa" 5TL PL EACH SIDE. BOLT w/ B/8" MB ® 16" OG STA66ER TOP 4 BOTTOM DIM. INCLUDES EXT 4 INT. FIN. NEW WD FLOOR TO MATCH EXIST �% ° 5" H STUD WALL `9 i ALL CABINETRY BY W/BEAD BD WAIN- r 13 OWNERj�% % 500TIN6. COORDINATE / x %;i%/ ';yi% - . %/ % WITH CABINETRY '% i. ''% %iii%'' DINING AREA 42x Ila EXIST. WD FLOOR ST%; %�-. / ./ SISTER NEW J EXIST. 2X10 FJ ®I611 OG / q 1/4 LVL TO EXIST. O N U 11 NEW WD ST I W 2X10 FJ 4 SUBFL / i I , - 2x10 FJ ®I6 X 7 1/211 /# VE FY OF POST 3 j NEW 2X10 FJ 8 SUBFL W/ NE!}V RR -4-2X6 POST CASED IN IX "vER5ATEX" - SEE ELEVATIONS NEW 18" WIDE STEP DOWN TO DECK 0 E p— - ,, DIA PIPE GOOLE AT AREA OF. FORMER c0 ZZ O i� %'; COLUMN BELOW FIREPLACE - NEW (V 2„ FLOORING TO MATCH01 N - 4' DECK p NEW ENTRY HALL - It I POST B" DIA x DEGKI G OG NY j NEW WD FLOOR `r � I PIPE COLUMN TO MATCH EX15T in m 1 NEW HALL `Yli EXISTING 4�C1' �"5TL CIL EXIST. WD FLOOR 3 I I LIVING AREA ` dl I I �4-2x4 POST EXIST. WD FLOOR cv p O DN !Y REVERSE PLATFOR NEW 2X10 FJ +E SUBFL UP AT LANDING g p P05T51_5211 6' S1'By 11 g --- -----_(5) 2x►0 \ 5'-0 ��/ // W FL HD �-4-2x4 -INFILL EXIST. m (ERIFY �i j// =N POST OPEN'G -STONE HEARTH- % O tau 3_3 31_8 21 9 P05T } 6 PWDR .� ATH O EDGE OF DECK 5H 8 PL EX15T GL. _ GL_ . P 1 I --- -' NEW PRE -FAB NEW 36" WD RAILING p (3) 2x10 BELOW WALL VE 5H Q PL = O 5T v STONE HE H WD FIREPLACE 14'-B" i (SEE THROUGH) (V N L WOOD MANTEL p (SEE INT. ELEV. X 4 0; NEW HALL m = EX. WD. FL EXI5T j (�)IBEDROOMI #1 =N POST X 515TER NEW 2x10 TO to p EXIST. WD FLOOR O w EXIST. 2x10 FJ ® I6" OA —NEW WINDOW IN X % EXIST. OPEN'6 � EX. TOILET EX SITTING ROOM- IED VY ERIF • p 8 GL EXIST. AD FLOOR ®TOP OF GONG. WALL =� O I O BLU ES TONE TOP CAPm H XIST L HA IL E 5 DE i 5) 2x10 BELOW WALL VE FL OR W (3) 2xI0 BELOW WALL ABOVE �O EX. PED SINK NEW G LA55 'NEN S A R T EXIST. 2X10 F 0161,00 ENCLOSURE B S E T H H OO 2„ NEW Vi EXIST. NEW WI OW, IN NEW WINDOW 1N , IN OPEN'(5 4) EXIST. OPEN 6 4y2 EXIST. OPEN'& 5y2" BLUESTONE TREADS VERI I�'�jpR SIZE q1 411 14'-8" AND RISERS WITH (B) 2x8 va/ 2 BLUE STONE GAP DIM. INCLUDES AT CONC. WALL5 JACK POSTS 57'-4" EXT 8 INT. FIN. IF REQUIRED FIE D VERIFY TO DRY WELL (SEE SITE PLAN) NOTE: ALL EXIST. WALL ARE 2X4 STUDS ® IWOG. AT FIRST FLOOR. NEW EXTERIOR WALLS AT FIRST FLOOR TO BE 2X6 STUDS @16" OG. FIRST FLOOR PLAN_ FINAL CONSTRUCTION DRAWING Lu Y ♦ ^ c/ V o z F— UJ WaZ 0 INEEN Z cf) W W Lu 0 Z 0 a cl) J Z O 0 F- F=.j cn 0 Z � F— a QD O 06 Z c//)C, a • � M O O Jam• QO13� WJ•�z DW•o Q Q N t W• N v a t- • U U) c/)• of NEW YO S TFF ��P G -mv� G 0 179 �S7�R ) R of PROJ T NO: 1213 DRAWN BY: NS CHECKED BY: NS DATE: SEPT. 12, 2013 SCALE: 1/4"=1'-0" SHEET TITLE: FIRST FLOOR PLAN SHEET NO: r_ WU) o z � O - Z I- UJ w Q z > 0 O- z (f) w = LV 0 F- z0 Q~ Q cl) J z OO _ imm o to _ o � Qo Q � �U) od Z. V+ Q • M � m Y C • Q � h W -i• o 1ZZ zi LLJ • v aNc'� LL. ui9N q W• N 0. w v Q �"• cA cA OF NEW j, s=ro: 0179531 j SHRED A P OJEC O: 1213 DRAWN BY: UT/NS CHECKED BY: NS DATE: SEPT. 12, 2013 SCALE: 1/419 = 1' I. 0" SHEET TITLE: SECOND FLOOR PLAN SHEET NO: 4 IX8 RAKE W/IX4 TRIM WITH IX(6 FRIEZE BD— BOT. OF GLG.JST TOP PL O d - REMOVE EXIST. VINYL SIDING 4 INSTALL NE? CGEDAR SHINGLES ON 30# BLDG PAPER OV ,FX15T. SHEATHING z x W EXIST. FIRST FL. MTL FLUE GAP v 9 NEW 2X10 RAFTERS CULTURED' TONE 16" OG W/ 5/4" PLYWD VENEER ON 2X4 - NSEHEATHING STUDS ON GONG. � / ONNIASPHALT ROOF NGHFELT� BACK BOARD N RIDGE VENT 12 12 ���II I�'lll�ll �IIIIII�I�IIILI��IIII�III�I�IR_ IRI EXIST. DECK STRUCT .............................." NEVIII 56" VO - .. ono ■ NEVq - I i •Sim •::• ::: •••::.�•:•i:•• i•: •:� •::: TO a TOP OF SLAB I pii EXIST. FOUNDATION K4LL EAST ELEVATION_ SCALE: 1/4" = V-0" RIDGE VENT PVG COMP0511 5HUTTER5MTYP. IX8 FASICA BOARD W/ ALUM GUTTER5 DOWNSPOUTS 0 ul "911110 'rffREMOVE EXIST. VINYL GGSIDING 4 INSTALL NEW 30D $BLDG I PAPER ON EXIST. SHEATHING NEW GARAGE MRS - (SEE SPEC) EXIST. FD WALL WEST ELEVATION - SCALE: 1/4" = V-0" 15 EXIST. DECK 5TRUCT. EXIST. DECK 5TRUCT. \—NEW STAIR YV MA��ANY EXIST. 4X4 POST TREADS AND VE TEX RISERS (PAINTED) L — VINYL LATTICE AT EXIST. DECK NEW 2XIO RAFTERS a 16" OG W/ 5/4" PLYWD 5HEATHING VIEW ASPHALT SHINGLE ON I5# ROOFING FELT EZE 1■_ u 11111111mrs'llIoIi MTL FLUE GAP RIDGE VENT 56" H RAILING SEE DETAIL IX8 FASCIA BOARD WITH ALUM GUTTERS iJ I O H -H O III V PVC COMPOSITE SHUTTERS TYP. REMOVE EXIST. VINYL GSIDDING, 4 INSTALL NEW 30# BRLDG 1 PAPER ON EXIST. 5HEATHING TAPERED VER5ATEX COLS 8' AT TOP, 12" AT BASE z � 0 O F— LLJ Lu < CULTURED STONE VENEER ON 2X4 STUDS ON GONG. BACK BOARD O EXIST. FDN — — wALL — — NEW GONG. FDN WALL AT EXIST. DECK - SEE FOUNDATION PLAN 6X6 POST CASED IN IX VERSATEX BOT. OF CLO NOTE: REMOVE EXIST. SECOND FLOOR DOWN TO EX15T. SUBFLOOR. EXIST. TOP mm= - —:_� r ��������a���� X11=��I�• r�02®EXIST. &RADE WAM i I - CONC.. TREAD RISERS AR SHIN&LES ON > VENEER ROW BL.BLDC7 PAPER • ON . •:• TERRACEBACKER BOARD. FINAL CONSTRUCTION DRAWING I WU) V 0 l�: z � 0 O F— LLJ Lu < z \ 0 z cl) UJ LLI LuH z0 cf) J z 010 o Cj) 0 3:F— a Q= >10 U) 06 Z. co Q • "Q CDV 13a lwoe- W -J. w F- Z w x W • U a Q Z tai. W to N t�0 W . Q i-• N = M U n us (1) cf) < OF NEW k G'Q,� S TF 4 e o' ROJE NO: 1213 DRAWN BY: NS CHECKED BY: NS DATE: SEPT. 12, 2013 SCALE: SHEET TITLE:, BUILDING ELEVATIONS SHEET NO: c�T RO F ORISC lima RAILING TYPICAL 2x(o TOP RAIL W/ CANTED TOP 2x4 BOTTOM RAIL 2x2 BALUSTERS ® 4" SPACING 5 WItH �- P tt =ry DOOR FRAME HEIGHT AT LIVING ROOM BOTTOM OF CASED BEAM "1'-2 1/2" ABOVE COVERED PORCH DECKING 2x6 ® 16" OG OUT WITH �" PER FT PI m L71" dvj ® I6" OG PROVIDE CONTINUOUS PROVIDE VENTING W/ CONTINUOUS Ix VERSATEX CEILING BEAD BOARD PANELINSCREEN TYP VENTING G W/ SCREEN TYP 01 ROOF DECK DETAIL ) SCALE: 3/4"= V-0" PROVIDE CONTINUOUS VENTING W/ SCREEN TYP PROVIDE TECO JOIST HANGER5 2X8 �2'R ®160 00 � PROVIDE FLASHING AT ALL- WALL/ROOF INTERSECTIONS 12 2� —� PROVIDE TECO JOIST HANGERS ENTRY PORCH DETAIL_ / SCALE: 3/4" = 1' -0" IN 4" 50 POST W/ POST GAP Ix VER5ATEX BD GUTTER TYP (5) -1 �" LVL CASED W/ Ix VERSATEX NEW SCREEN PANEL O 2x8 GJ ® 16" OG TOP PL I I I I c Ix VER5ATEX CEILING PROVIDE BEAD BOARD PANELING N CONTINUOUS O F=Xl5T- OPENING CASED BEAM 11" WIDE x 5�" HIGH VE INC W/ - SCREEN TYP 13" TOP OF SUBFLOOR COLUMN 5" WIDE 2" HIGH VER5ATEX COLUMN CAP TRIM W/ 1�" QUARTER ROUND O POST CLAMP POST TO BEAM Z 4-2X6 COL. BEYOND, PROVIDE POST CLAMPS -4 LU= TOP AND BOTTOM SQUARE COLUMN - Ix VER5ATEX BD ❑ ON J" PLYWD ON 2x4 COLUMN 5TRUCTUIRE �V .Y ZO aF- Q v♦ 2" THK CULTURED STONE COPING �5 � Nt Z PROVIDE 1�" OVERHANG AT O STONE VENEER WALL NEW GONG. FDN CULTURED STONE VEENER ..Y' ••!' CULTURED 2x4 PRESUME TREATED FRAMING W/" THK STONE 2' MARINE GRADE PLYWD WALL AT NEW PORCH VEENER cV BLUESTONE PAYING ON MORTAR ON 4" THK 36" DEEP. GONG SLAB W/ 6x6 }8 MM ON GOMPA TED Jam• 13 5UBGRADE PROVIDE Zwx Q Z LL DIA WEEP C C �• W HOLES AT EACH PIER r v N N• POST CLAMP POST TO GONG 5TUGTURE I ��-pF NEl(rY -----CONC FOUNDATION ENTRY PORCH DETAIL_ / SCALE: 3/4" = 1' -0" IN 4" 50 POST W/ POST GAP Ix VER5ATEX BD GUTTER TYP (5) -1 �" LVL CASED W/ Ix VERSATEX NEW SCREEN PANEL O NEK TOP PL I I I I O O F=Xl5T- OPENING - ZW TOP OF EX. EXIST. FIRST FL. SUBFLOOR EXI T. TOP PL VER5ATEX COL - SEE SECTION AT PORCH O c0 ill F'ILI I I I I O F=Xl5T- OPENING - ZW EXIST. FIRST FL. 0 RIDGE F MTL FLUE GAP u o ui CULTURED STONE VENEER ON 2X4 STUDS ON GONG. BACK BOARD 0 SOUTH ELEVATION SCALE: -1/4" = 1'-0" MTL FLUE GAP CULTURED STONE VENEER ON 2X4 STUDS ON GONG. BACK BOARD RIDGE VENT NEW 2XIO RAFTERS 16" OG W/ 5/4" PLYWD SHEATHING NEW ASPHALT SHINGLE ON I5# ROOFING FELT 36" H RAILING SEE DETAIL O m NEW REMOVAL SCREEN PANELS TAPERED VER5ATEX GOL5 8' AT TOP, 12" AT BASE NEW VINYL LATTICE — AT EXIST. DECK 6X6 POST GA5ED IN IX VERSATEX NEW 56" D POURED GONG FDN WALL (SEE FDN PLAN) 4A PANELS EXIST. DECK STRUCTURE NEW GONG. PIERS AT EXIST. DECK - SEE FOUNDATION PLAN NORTH ELEVATION SCALE: 1/4" = V-0" _"I 56" WD RAILING TAPERED VERSATEX COLS 8' AT TOP, 12" AT BASE NEW 56" WD RAILING MtrbcNEW WD STAIR W/ MAHOGANY TREAD —AND RISERS NEW VINYL LATTIr- AT NEW STAIR NEW CONG. STAIR TO BASEMENT. SEE SECTION NOTE: REMOVE EXIST. SECOND FLOOR DOWN TO EX 1ST. SUE3FLOOR. r Omni ���� � iiia •�. ., MEN VER5ATEX SEE SECTION AT en -•- • IIII IIII _ 042111170=1.1040te. I�I'I'I'I'I�II'I'I�II��I!I!EXIST. FIRST • .• • FINAL CONSTRUCTION DRAWING W Y U O F=Xl5T- OPENING - ZW EXIST. FIRST FL. w Q Z O Z BOT. OF FL .JST -4 LU= Lu ❑ �V .Y ZO aF- Q v♦ �5 � Nt Z O O NEW GONG. FDN ..Y' ••!' Q WALL AT NEW PORCH Q 06 Z • 36" DEEP. U'^) v/ Q • Lo M V Jam• 13 o�� W-i•W ~ Zwx Q Z LL �1 .../ W • V a C C �• W wvn r v N N• I ��-pF NEl(rY EXIST. FOUNDATION WALL TOP OF SLAB :.-f. , . = C� 017953 SERE �.0 � A OJEC O: 1213 DRAWN BY: SOUTH ELEVATION SCALE: -1/4" = 1'-0" MTL FLUE GAP CULTURED STONE VENEER ON 2X4 STUDS ON GONG. BACK BOARD RIDGE VENT NEW 2XIO RAFTERS 16" OG W/ 5/4" PLYWD SHEATHING NEW ASPHALT SHINGLE ON I5# ROOFING FELT 36" H RAILING SEE DETAIL O m NEW REMOVAL SCREEN PANELS TAPERED VER5ATEX GOL5 8' AT TOP, 12" AT BASE NEW VINYL LATTICE — AT EXIST. DECK 6X6 POST GA5ED IN IX VERSATEX NEW 56" D POURED GONG FDN WALL (SEE FDN PLAN) 4A PANELS EXIST. DECK STRUCTURE NEW GONG. PIERS AT EXIST. DECK - SEE FOUNDATION PLAN NORTH ELEVATION SCALE: 1/4" = V-0" _"I 56" WD RAILING TAPERED VERSATEX COLS 8' AT TOP, 12" AT BASE NEW 56" WD RAILING MtrbcNEW WD STAIR W/ MAHOGANY TREAD —AND RISERS NEW VINYL LATTIr- AT NEW STAIR NEW CONG. STAIR TO BASEMENT. SEE SECTION NOTE: REMOVE EXIST. SECOND FLOOR DOWN TO EX 1ST. SUE3FLOOR. r Omni ���� � iiia •�. ., MEN VER5ATEX SEE SECTION AT en -•- • IIII IIII _ 042111170=1.1040te. I�I'I'I'I'I�II'I'I�II��I!I!EXIST. FIRST • .• • FINAL CONSTRUCTION DRAWING W Y U O Z - ZW w Q Z O Z cl) LU= Lu ❑ ZO aF- Q v♦ Z O O Q Q 06 Z • U'^) v/ Q • Lo M V Jam• 13 o�� W-i•W ~ Zwx Q Z LL �1 .../ W • V a N W O N o q �• W wvn Q F- • v N N• ��-pF NEl(rY :.-f. , . = C� 017953 SERE �.0 � A OJEC O: 1213 DRAWN BY: NS CHECKED BY: NS DATE: SEPT. 13, 2013 SCALE: 1' - 0" SHEET TITLE: BUILDING LEVATIONS SHEET NO: EXIST. GRADE MTL FLUE GAP NEW 2X10 RAFTERS FRAMED ABOVE LOWER ROOF FRAMING �— NEW 2X10 RAFTERS a 2-2XI2 RIDG 16" OG W/ 3/4" PLYWD ! 2-2X12 RIDGE \--NEIN 2X10 RAFTERS SHEATHING NEW ATTIC 16" OG W/ 3/4" PLYIND 4-2X4 POST NEW ATTIC —2X4 POST NEW 2X18 GLG JTS SHEATHING NEW 2X18 GLG JT5 I6 OG W/ R-30 BATT 16" OG W/ R-30 BATT INSUL. INSUL. '\—1/2" GYP BD CEILING I/2" W.R. GYP BD NEW NEN NEW THRU OUT SECOND FL. @ WALLS 4 CEILING MASTER MASTER MASTER NEW NEW CLOSET LIN. BATH TOILET Nye HALL BATHROOM N MAS GL. SHOWER ROOM STAIR HALL Roo NEW 2X6 STUDS AT 16 "OC W/ R-11 BATT IN5UL. I T. SURF NEW TILE FL ON EXf T. SUBFL W/ NEW TILE FL ON MUD BASE WO DFL MUD BASE EXIST. 12" D STEEL BEAM -2X10 EXIST. 2X10 FJ 16" OG NEW GYP BD GLG VERIFY EXIST. INSULATION 01�IDE TWO LAYERS NEW V2" GYP BD GLG NEW WINDOW IN AT CE I L I NG I N GARAGE 5/8" TYPE "X" GYP BD 4 ALL WALLS EXIST. OPEN '& AT CEILING NEW NENj�(J� HALL NEW R-13 BATT INSUL KITCHEN HALL F -XI STING EXISTING ALL CABINETRY I$ BATHROOM COUNTERTOP BY EXIST. FINISHES TO EXIST. 2X4 STUDS GARAGE EXIST. 2X4 STUDS OWNER NSW � NEW R—Ict BATT REMAIN EXIST. GYP BD TO F-NTR)' INSUL REMAIN AT 3 ViALLS PROVIDE ONE LAYER BALL EXIST. WD FL TO EACH SIDE OF 5/8" NEW WD FLOOR REMAIN GYP BD TYPE "X" AT EXIST. SUBFL EXIST. 2X10 — EXI5T TILE FL JST @ I6" TO REMAIN EXIST. GONG. SLAB EXIST. 5-2X8 ZEX15T. GONG. BLK /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ EX 1 STING FIREPLACE FDN \/ \///\//\//\//\//\//\//\//\//\//\//\//\//\//\ BASEMENT TO REMAIN 7 EXIST. FDN WALL //\//\/ EXIST. GONG. SLAB //\ xx A BUILDI SCALE: 3/8" = V-0" EXIST. 3-2X8 EXIST. ACOUSTICAL TILE CEILING TO REMA I N EXIST. BASEMENT STAIR TO REMAIN EXISTING BASEMENT 7—EX15T. GONG. SLAB EXIST. STUD WALL - 4 PANELING TO REMA I N EXIST. FDN WALL TOP OF EX. SUBFLR EX. TOP PL. 0 TOP OF EX. SUBFLR EXIST. GRADE o/'V FINAL CONSTRUCTION DRAWING uJ� c') V� z O Z� II-- W W Q z O'— z (%) W W Lu 'z O Q ~ Q u J Z O '00 0 cl) = 0 Q l< 0 > 0 xs z V / Q • Mev Jam• oma^ 13 a LLJ_j • W Z X F -Q Z LL U W • W of a � o W • N U r (1) cl) OF NEVV), .a—f _iktY M� G� 0 79 E �A ROJE NO.:1213 DRAWN BY: NS CHECKED BY: NS DATE: SEPT. 12, 2013 SCALE: 3/8" = 1'-0" SHEET TITLE: BUILDING SECTION vvAvv SHEET NO: LEAD COATED COPPER PAN AT DORMER 12 1N6 ocXw/ 3 4F PLYWn 12 SHEATHING NEW GARAGE DOOR IN EXISTING OPENING EXIST. GRADE NEW 2X10 RAFTERS ®. 1(0" OG YV/ 5/4" PLYWD SHEATHING B BUILDI SCALE: 3/8" = V-0" I D5E VENT -2XI2 RIDGE \ERIFY 12 NEW 2X10 RAFTER5 1(0" Or, W/ 5/4" PLYWD 5 F-An±Nes _ 5PHALT 5HINGLE ROOF ON 50# ROOF I N5 FELT NEW ROOF DECK 56" HIGH WOOD m 1= W TI=;p;p J& �. FINAL CONSTRUCTION DRAWING uJ U) V� O Z .O z I'- UJ w Q Z 0 Z cn W W LLJ Z a ~ Q U) Z O o" J cl cj) ol F- 0 O 06 Z cn Q • " o Fy- O LV --� ' w zw t .M�. x _ WQ •LML� Q N Z LL (� W • N t0 = M NEW ro es_ PROJE NO.: 1213 DRAWN BY: NS CHECKED BY: X DATE: SCALE: 3/8" =1'-0" SHEET TITLE: BUILDING SECTION "B„ SHEET NO: 2X8 RAFTERS (p 16" — OG W/ 3/4" PLYWD SHEATHING 12 12 / 2X4 STUDS a , X\,INFW 2 x8 GLG JT5 ®16"00 W/ R-30 BATT I N5UL ' I/2" GYP BD GLG LINE OF ROOF BEYOND NEW DBL HUNG WINDOW �— ASPHALT SHINGLES "H WD RAI L'G ICE 4 WATER SHIELD _ NES A1:2 � , ENTRY HALL :2142111 J, �----------------------------- LINE OF FL. JT5 2X8 GLG JST IN/ I BEYOND "VER5ATEX" BEAD BOARD PANEL'& I CASED OPEN'& NEVI F-NTRY I NEW R-11 BATT PORCH I INSUL EXIST. WD FL TO "4" GONG. SLAB I REMAIN (V W/ BLUESTONE EXIST. 2X10 cy PAVERSI FL J5T 0166"11 RIDGE PENT NEW AT'F1G NEW 2X10 RAFTERS 16" Or, W/ 3/4" PLYWD SHEATHING 2X4 SlgJDS b 16" OG WR -11 NEN BF_nkOaM NEW DBL HUNG IN NVOV4 -EX15T. 2X10 FJ @ 1(o" OG \ \\\ -EXIST. 5UBFL W/ NEW \\\ \\\ WOOD FL \ \ \ NEW 1 3/4"Xa 1/2" 515TERED TO EXISTING 2X10 FL. J5T5. NEW R -IQ BATT INSUL NEW 1/2' GYP BD CEILIN& EXISTING LIVING ROOM NEW SL. &L. Df IN NEW OPEN'& maria 9 TOP OF EX. aBFLR STOP PL. m 9 TOP OF EX. SUBFLR WD HANDRAIL (SEE DETAIL) —EXIST. 2X8 DECK JT5 0) 16"00 K/ NEW 5/4X4 WOOD DECK'& • EXIST. GRADE / // // // // / =:� `� -I N �/�( EXIST. 3-2X8 EXIST. EXIST. Al UFFFFF 4X4 P05T ; `': — CRAWL CRAWL NEA PVC, LATTIG // ; ;: // // // // // // //::. / SPA& SPA& EXIST. GRADE PANEL 8 THK GONG TYPICAL) ON 8 \ '�� �� EXISTING GONG FTGS SEE DE / // +:: / // // // // // // : ` , •: // / / / / / �� ��/Y: / //����� /��/ 2 THK GONG. SLAB BASEMENT ��/��/� /��/��/��/N�� / // / / EXIST. FDN WALL/�/�/� i EXIST. GONG. BLK EXIST. GONG. SLAB FIREPLACE FDN / TO REMAIN 00 BUILDING SECTION 8 " Mwl m .L• t ♦1.�.. t.. .. . •/ "q 00 4" GONG. SLAB lN' BLUESTONE PAVERS 5EE SP -2 FOR ADD NFO FINAL CONSTRUCTION DRAWING I L uJ U) V� O Z >_ 0Z 1- LLJ W Q Z > alO Z U) W W LLJ W _ cl H Z Q~ a Z O Oo � J cl) Z Q a >1 0 � Z• 0 Q F � W J'wz,x o ~ QZ = � LL �w • U a N W of � •' N U n cli cf) u) - r- SrFFq�,� s- 01795 1 G� �� c'S�RE A ROJE NO.:1213 DRAWN BY: NS CHECKED BY: DATE: X SCALE: 3/8" = 1'-0" SHEET TITLE: BUILDING SECTION VICV, SHEET NO: 9 0 TOP OF EX. 5UBFLR EX. TOP PL. NEW ASPHALT SHINGLE ROOF NEW 2XIO RAFTERS - 16" co W/ 5/4" PLYWD SHEATHING 2-2X12 RIDGE NEW 2X10 RAFTERS FRAMED ABOVE LOWER ROOF FRAMING LINE OF ROOF NSW ATTI STRUCTURE / BEYOND / / / / /2X4 STUDS / 16 OG BEYOND NEW /// / / BEDROOM. NEW 1/2" GYP/ 6D AT WALLS f CL;,e VERIFY EXI5T. (2X10 BEAM SEE NOTE FLOOR PLAN) BEDROOM #1 EXIST. GYP BD WAL1-5 TO REMAIN 11 EXIST. WD FL TO REMAIN TOi ,OF EX. SUBFLR EXIST. GRADE / / / EXIST. 3-2X8 EXIST. STUD WALL /\\/\\ REMAIN /\\/\\/\\/\ NEL I NG TO EXIST. FDN WALL EXIST. GONG. SLAB 2X4 STUDS ® 16" OG W/R- I I BATT I N5UL NEN BATHROOM TILE FL ON MUD BASE EXIST. 2X10 FJ @ 16" OG G?ILu, n� --i EX 1 ST I NG BATHROOM EXIST. FINISHES TO REMAIN EXI5T TILE TO REMAIN EXIST. ACOUSTICAL TILE CEILING TO REMAIN EXISTING RECREATION ROOM F— X. OL. \\/\\/\\/\\/\\/\\/\\ BUILDIN SCALE: 3/8 = 1'-0" MTL FLUE GAP NEW 2 x 10 CLC? JT5 0`16 "O�,'\ K/ R-50 BATT IN5UL \ NEW \ \\ BEDROOM ` \ NEW 1/2" GYP BD \\ AT WALL5 4 GLG NEW FLUSH BM W/NEW JST. HANGERS \ ` \ EXIST. 5UBFL W/ NEW \ \ \ \ WOOD FL \ \ \ \ \ EXIST. 5-2X8 EXISTING BASEMENT SECTI `-CEILINGS GYP BD SITTING ROOM EXIST. GYP BD WALLS TO REMAIN NEW R -IQ BATT INSUL EXIST. WD FL TO REMAIN EXIST. 2X10 `FL JST ®ib" TZF7MM77�= W R -IQ BATT INSUL EXIST.2-2X10 ' NEW 5-2X8 HDR AT NEW DR. NEW BASEMENT DR YERSATEX BEAD BD SOFFIT PANELS DECORATIVE CEDAR SHINGLES AT END GABLE 4 XS FRIEZE BD NEW DBL HUNG WINDOW NEW 2X6 STUDS @16" OG W/I SHEATHING 4 CEDAR 128 SHINGLE SIDING 1,-6" 5/4 XS FRIEZE BD NEW WINDOW AT EX. OPEN'G NEW 36" H RAILING AT EXISTING DECK NEW 56" GUARD RAIL AT NEW BASEMENT STAIR e� STUCCO :FINISH ' \IL \ \\ \\ \ NEW POURED GONG STAIR W/ BLUESTONE \ \ \ \ TREADS 4 STUCCO RISERS 4" GONG. SLAB W' BLUESTONE PAVERS 4" GONG. SLAB W' BLUE5TONE PAVERS SEE 5P-2 FOR ADD INFO FINAL CONSTRUCTION DRAWING ' Lu Y c V� ZO i- 0 Z �"_ UJ W Q Z O�- Z wWW W = a F - Z0 Q~a u Z O Oo Fmj 0 cj) 0 = i -- Q O > C/) Drs z co Q • M N Jam• a o LV wZ � a x z W • N a ua. j C N W • N U n Q I-- • U cn cn OF NEW yo ST 5 .E ROJE 'NO.: 1213 DRAWN BY: ' NS CHECKED BY: DATE: X SCALE: 3/8" = 1'-0" SHEET TITLE: BUILDING SECTION PSD. i SINK i GYP BD r 3 2 1 ox 6 4p I/2" MDI= BEAD WOOD FLOOR BOARD W/ CAP r � b ox C G i m POWDER BATH SCALE: 1/2'= V-0" SECOND FLOOR BATHROOM PLAN SCALE: 1/2'= 1'-0" O \—IX4 BASE OEAST ELEVATION MIRROR BY OWNER CURTAIN ROD LI/2" W.R. GYP BOARD o O o o m ANITY4 COUNTERTOP BY OWNER 5 EAST ELEVATION OSOUTH ELEVATION OWEST ELEVATION TILE TUB 5HOWER CURTAIN ROD ENGINEERED QUARTZ 5LAB AT WINDOW CA51 NG t STOOL T MIRROR BY OWNER ONORTH ELEVATION 5HOWER CURTAIN ROD L1121, W.R. GYP BOARD TILE _SHOWER TUB OWEST ELEVATION L1121, W.R. GYP BOARD PAINTED WOOD MANTEL // / PREFAB —1 j FIREPLACE ON/ j ) LIVING ROOM -SOUTH ELEVATION IX4 TRIM W/CAP OSOUTH ELEVATION IX4 CASING BACKBAND / 2,3 1/2" W.R. GYP \ BOARD \ IX4 TRIM W/CAP \ i ONORTH ELEVATION FINAL CONSTRUCTION DRAWING N LLJ Y o 00< i zl�: O UJZ � Z r � wW cl) o � UJ o z0 � —j• a~ z 3 x i v Q z w F - 0o QN oco Q cj) Lu . N C-4 o V > 0 cl) 06Z• �/� y/ Q • M V r � a o W —j• W z 3 x W• v Q z w LL o QN oco Lu . N C-4 o V � Q F— • v U) (n• <-Z-pF NE W yo c� �Gy �,. F�c9 S T OJE NO: 1213 DRAWN BY: KS/NS CHECKED BY: NS DATE: SEPT. 12, 2013 SCALE: 1/2"=1'-0" SHEET TITLE: INTERIOR ELEVATIONS SHEET NO: LIN. - 36- HATOH AT LIN. CL �- WHIRILPOOL TUB 38 I �-37 LIN. LIN. 30 EOUIPEMENT ACCESS \ 7771 DECK MOUNTED TUB ON SLAB TO MATCH COUNTERTOP � I T LE 5HOWER 5 r\ANb, BASE W/F ME - NE1N M,418 "J, 1 12_� Tj EF �ATH N�W�TILE �L ITY4 V 0 0 000 0 0 \ FURR OUT WALL FOR 8'D MED. CABINET (SEE SPEC) MASTER BATH PLAN SCALE: 1/2' = 1'-0" TOILir-i 39 NEW TILE FL 0 O O 1/2" MDF BEAD BOARD W/ IX4 BASEBOARD rRAMELESS GLASS ENCLOSURE sEAST ELEVATION MEN ■ ■■■■I No MEN ON CONC. BACKER 0 MENEM MEN mommomm BOARD BORDER ■■ ■■■■■• ■■■ INli M■MO■■■■ ■■■ ■■■�■■ONE �:::::■■:::::II:IIIIsm min IIII Isms ■■■■■■■■■■■■■■■■■■■■ ■ O■■■■■■■■■■■■■ ......■■■■■■■■■■.■ ■. ■■ .■■ ■■■■■��■����■■■■■■■0 ■■ ■■ - ■■■ ME MEMEEM ..■■■. Im114 iNMI - _ ■ 12 NORTH ELEVATION X16 �15', 14 39 1� . o MASTER BATH TOILET SCALE: 1/2'= V-0" L1121, W.R. 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W • 15 u.P Ln aN 0 4 W • N = M U vq cn N OF NEW Y O _.s TFF` � z Z r� .s { Q,,f 017953 V� SHRED ,R PROJE O: 1213 DRAWN BY: KS/NS CHECKED BY: NS DATE: SEPT. 12 2013 SCALE: 1/2'1 = 1' - 0" SHEET TITLE: INTERIOR LEVATIONS SHEET NO: I� El El 7W EXISTING GARAGE EXISTING ELECTRICAL LIGHTING AND OUTLETS TO REMAIN TO EXIST. LfG�N� � 0 0 0 9J qp UNDER CABINET MOUNTED F- -� \FLORSNT FI L^ LTJ / IIL � j _ \ L KITCHEN \ r�}-I rN LTJ �L�J� 7' NEW ENTRY HALL l SCREEN PORCH \ WP O� l� NEW HALL GM ulT NEW TV a OUTLET BEDROOM #1 EXISTING ELECTRICAL LIGHTING AND OUTLETS TO REMAIN DININ AREA \ \ FLOOR OUTLETS VERIFY EXACT LOG. W/ OWNER iT-XI5TIN& L i NG AREA LTJ Fr -:010 :: —1 Wim re -.I SITTING ROOM —V EXISTING ELECTRICAL LIGHTING AND -00 1 OUTLETS TO REMAIN EIXISTIN6 ELEOTRIIAl LIGHTING AN OUTLETS TO RE IN uu 1st FLR SCALE: 1/4" =1' -0" 0 VEW TV 4 OUTLET CTRI EXIST. DECK ELECTRICAL LEGEND DUPLEX RECEPTACLE OUTLET 220V RECEPTACLE OUTLET QUADRAPLEX RECEPTACLE OUTLET HALF HOT RECEPTACLE OUTLET WATER PROOF RECEPTACLE OUTLET '^ GROUND FAULT INTERRUPTOR OUTLET RE HIGH HAT FIXTURE ��.v HIGH HAT FIXTURE LOW VOLTAGE DIRECTIONAL'HIGH HAT SURFACE MOUNTED CEILING FIXTURE F' SURFACE MOUNTED WALL FIXTURE SURFACE MOUNTED SPOT LIGHT SWITCH DOOR SWITCH SWITCH DIMMER PH TELEPHONE QN TELEVISION SW STRUCTURED WIRING S/D SMOKE DETECTOR GM CARBON MONOXIDE DETECTOR X SURFACE MOUNTED CEILING FAN F SURFACE MOUNTED FLORESCENT FIXTt UNDER CABINET MOUNTED FLORESCEN' T SURFACE MOUNTED LIGHTING TRACK EXTERIOR WALL MOUNTED FLOOD LIG( EXHAUST FAN SURFACE MOUNTED CEILING FIXTURE r MOTION DETECTOR AT LIGHT FIXTURE NEN S A i2 T 5/\5 z E T TO LANDSCAPE 1..),GHTING I T NOTE: PROVIDE WALK-THRU vi/OWNER, ELECTRICIAN, ARCHITECT 4 CONTRACTOR FOR VERIFICATION OF FIXTURE 4 DEVICE LAYOUT PRIOR TO INSTALLING DEVICES OR WIRING. ARCHITECT WILL REVISE ]DRAWING FOR CONSTRUCTION 2nd FLR. ELE( SCALE: 1/4" = l' -O" AY FINAL CONSTRUCTION DRAWING G W Y ''^^ V/ V lo z O>- Z;;t H LLu u a z 0 wLU .Z cj) Lu 1.6. O F z a Q U J z oO _ Eo �= o C!� o s a Q= O 06Z• U) Q • M � a up co, 0, W -1' w z �-a W x W - u m Q N za W N o W • N = M U Q F- • v cl)- OF NEW S TEFF 017g53-� PROJ 57 NO: 1213 DRAWN BY: NS CHECKED BY: NS DATE: SEPT. 12, 2013 SCALE: 1/411 = 1' - 0" SHEET TITLE: ELECTRICAL LAYOUT SHEET NO: WIND-BORNE DEBRIS PROTECTION FOR OPENINGS SSTRUCTURAL REVIEN 5`I' STEVE MARESCA, FE 1 as-0�1 NEST MONTAUK H I C�HY�IAY, HAMPTON SAYS, NY I I c146AOR NOTPHONE Y�IALL Oi�N I NCS i�'ROTGTI ON O 120 MPH-SGOND Yell ND GUSTS ' , 651 -7.2a c[400 ( MAXIMUM MEAN ROOF HE 1 CHT: 559 • AIMPSON LATA - 20 RAGE RIDGE STRAP -ALL ROOT= RAFTERS to o C-1 USE/OCCUPANCY 0 a 2 x 6 TIE ® EACH RAFTER IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: r� - o FN- ICE SHIELD UNDERLAYMENT S 1 NOLE FAMILY RESIDENTIAL SHUTTER ASSEMBLY 1 \ W REQUIRED - 24" FROM EDGE ci DESIGN IN ACCORDANCE WITH AMERICAN - FOREST PRODUCTS WOOD FRAME w - N.T.S. .'1'' \ • R Ls Z tai CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE FOR PANEL SPANS: O < 4'0 WIDE_ SPAN J a HEIGHT PRESCRIPTIVE METHOD 4 SHEATHING GRADE PLYOOD J 23/32" (3/4") APA SPAN -RATED 48/2W � W • (OVERLAP AROUND OPENINGS 4") { = Y i ALTERNATE POSITION OF HURRICANE CLIP USE �5'-O" MAX I MUM GROUND SNOW LOAD - �F5 PSE. ASSEMBLY: { -' I SIMPSON H3 U FIRST LEVEL - 40 PSE. L.L. ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ ° I J H• AS _ #10x3" (W/ WASHERS) GALVINIZED OR 5TAINLE55 STEEL I I SIMPSON H2 HURRICANE BEDROOMS - 30 PSF.' L.L. WOOD 5GREW ® 16 O.G. I ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I d CLIP NAILED. PROM RAFTER TO STUD. - FIRE AREA WIND SPEED - 120 MPH #10 TEE NUTS ATTACHED TO BLDG. iW/ #10x1-1/2 (W/ WASHERS) I 1 TYPICAL ALL RAFTERS SEISMIC DESIGN CATEGORY - � MACHINE BOLT o 12" O.G. 1 5 - ad NAILS EACH END izESIDEN GE: a�. WEATHERING - SEVERE \ - I I APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PROVIDE 8d COMMON FROST LINE DEPTH - 36" • 1 " 0.0. AT PLATE.NAILS EXTERIOR EXTERIOR EDGE OF ALL TERMITE - MODERATE TO HEAVY SHEATHIN6. TYPE OF CONSTRUCTION DECAY - SLIGHT CONVENTIONAL LIGHT FRAME NOOD IGE SHIELD UNDERLAYMENT REGUIRED -YES ' CONSTRUCTION 11 MULTIPLE SECTION ASSEMBLY: di 1 1/4" THICK BOLTS @ 2' OG I, I, GENERAL NOTES I I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY I 1 I I ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE I i 1PLYWOOD BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. i l I I ( I SHEATHING TO OVER LAP BOX CONSERVATION GODS AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN ' DE51 GNED IN 1 I Id , I� , 11j . BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY I 1 MINIMUM 25 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. J I I I I 1 I 1 51MF50N M5T27 1 I/2" WIDE - 20 GAGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS 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. 1 - 14' 1 � � I � 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE SHUTTER ASSEMBLY I ► , J I I DOUBLE TOP 2 x 6 ®I6" o.G. PLATE STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL PARTITIONS, EXCEPT AS NOTED ON DRAWING: DESIGNED AND SPECIFIED BY OTHERS. I I 1 I 1 STUDS � 11. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE N.T.S. 1 J I 1 I I 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM „ FOR PANEL SPAN5:4' OR WIDER SPAN 1 I , le, FLOOR BEAMS. SPACING NOT TO EXCEED 5.0 FT. A-325 BOLTS, 3/4„ DIAMETER. 23/32" APA SPAN -RATED 48/24 SHEATHING GRADE PLYWOOD 1 I I 1 1 1 I I 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTORS) PRIOR TO START OF 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENING5 4'9 2x4 STRONG -BACKS 24 OG " I°�-/ J�, WRAP + NAIL STRAP AROUND SILL PLATE 4,- ad NAILS AT ANCHOR BOLT CONSTRUCTION AND ORDERING OF MATERIALS. THIS . FOUNDATION HAS BEEN DESIGNED FOR A SOIL AND OWNER. flet. DO NOT BACKFILL AGAINST FOUNDATION WALL5 ' ASSEMBLY:I 1 I 51MP50N M5T2'7 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. 1). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (W/ WA5HERS) GALVINIZED OR 1 1 J 1 1/2" WIDE - 20 GAGE --METAL STRAP ®48" 00. LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW (9 12" O.G. � I�' CONCRETE SLABS TO BE COMPACTED TO 15% AND IN BASEMENT ( IF APPLICABLE). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ NAIL SHEATHING TO SILL PLATE " ;.r:; ;< 8d NAILS ®4" o.G.RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. #10x3" (W/ WASHERS) GALVANIZED OR STAINLESS STEEL WOOD SCREW (9 I6 O.G. �.r:,r° �:'1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - REBAR :;\__2 :. �v TE .4Y�'::'_., SUPPORTED BY DOUBLE UPRIGHTS, q.0 FT AND OYER ON EACH LEVEL OF DWELLING AS REQUIRED BY #IO TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHERS) ..-^''' ^ y ���� BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING GODS. MACHINE BOLT i2" O.C,- SEE FOUNDATION DWG. ;w:', - SEE FOR DESIGN. '`'� 5/8" x 12" A.B. ®48" OC. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO w/ FENDER WASHER. S. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT � INDOWS - GLAZED OPENING WINDOWS '"; �''�'�"�' PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE Y Y cf. PROVIDE FLASHING AT ALL ROOF BREAKS, K HOUSE BE UPGRADED WITH HARD WIRED PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. IN ACCORDANCE WITH LARGE MI551LE TEST OF ASTM E Igab AND OF ASTM 1556. AND DECKS FTG.. 23. THE NYS GORES AL50 APPLY TO ACCESSORY CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. PANELS TO BE PRECUT TO FITOVER WINDOWS WITH TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD HARDWARE PROVIDED. FASTENERS TO BE DESIGNED ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE.SHALL COMPLY Y�I/NYSE3G Gt�APTER #2304.�f FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED Oil SITE. .6 THIS CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING GORE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. NAILING SCHEDULE FRAMING NOTES .......... ....................... TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 5 d @ 4" 4 PAPER ASSOCIATION DOUGLAS FIR -LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. INTERMEDIATE. oBETTER' 51ZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8 If. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING h RAFTER/TOP PLATE 3-Sd (TOE NAILED) MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. o to ° CEILING J015T/TOP PLATE 3-Sd (TOE NAILED) _ 3. ALL 5UBFLOORING TO BE APA RATED 5TURD-I-FLOOR, CEILING JOIST/PARALLEL RAFTER 7-16d (FACE NAILED) EXF05URE I, 5/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE CEILING JOIST LAPS OVER PARTITION 1-166 (FACE NAILED) • PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 2-5d (ea. end 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR &ABLE ROOFS BLOCKING/RAFTER 2-56 (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE o �Io RIM BOARD/RAFTER 2-16d (END NAILED) �� 4. ALL HEADERS 6-O AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, q' -O" AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER o TOP PLATE/TOP PLATE 2-16d (FACE NAILED) TOP PLATE AT INTERSECTIONS 4-16d (PAGED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2X8 OR A5 SHOWN ON DRAWING. CONNECTIONS. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA STUD/STUD 2-16d (FACE NAILED) t, HEADER/HEADER Ibd (PAGE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC, GPI SERIES WOOD -I -BEAMS AND LVL TOP or BOTTOM PLATE/STUD 2-Ibd (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND lo° o X45 ° BOTTOM PLATE/FLOOR JOIST 2-16d (PAGE NAILED) ® 8'-O" O.G. MIN. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED ' yy JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) AS PER MANUFACTURERS RECOMMENDATIONS. WEB o BRIDGING/JOIST 2-5d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND T Th BLOCKING/JOIST 2-5d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE I 3/4" GABLE ROOFS 0 o orTM PLATE 3-16d (TOE NAILED) 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF lo0< o X30 ° to < o X45 LEDGER STRIP/BEAM 3-Ibd (PAGE NAILED) LEDGER JOIST ON LEDGER/BEAM 3-Sd (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS PROVIDE ad COMMON NAILS ® 4' O.C. BAND JOIST/JOIST 3-16d (END NAILED) 5. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HI&H PRE55URE ZONE - 6" O.C. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TVP. BAND JOIST/51LL or TOP PLATE 2-16d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. IO0< o ('30 ° PLYWOOD ROOF DECKING 95d @4" O.G. EDGES, ®8" O.G. FIELD "TECO" OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS @ 12" O.G.. STRIP SHEATHING Sd (ONE/RAFTER,9 ' PROVIDE ad NAILS � 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 5d o4" O.G. EDGES, (oW O.G. FIELD PLYWOOD SUBFLOOR DECKING Sd i@&" O.G. EDGES, X12" O.G. FIELD q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.5. BUILDING GORE AS A MINIMUM. ALL 2X6 STUDS I5. THIS DRAWING IS AN INSTRUMENT PREPARED TO PORTIONS OF PANEL.5 IN H16H PRESSURE ZONES. NOTE a = 4 FT. IN ALL GASES SHALL RECEIVE 5 -IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. FINAL CONSTRUCTION DRAWING cla Z • ' , c) �///�� • to o C-1 0 FN- O ° W J• ci w z x � w - R Ls Z tai a C-4 q W • N = Y U Q H• U W cl) - s OF NEW yo STFFZN _ 0179 , ROJEC7I NO: 1212 DRAWN BY: UT CHECKED BY: NS DATE: SEPT. 13, 2013 SCALE: NTS SHEET TITLE: NOTES & DETAILS SHEET NO: