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Home My WebLink About37577-Z Town of Southold Annex 11/25/2014 P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37289 Date: 11/24/2014 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 6315 Indian Neck Ln, Peconic, SCTM#: 473889 Sec/Block/Lot: 86.-6-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/12/2012 pursuant to which Building Permit No. 37577 dated 10/12/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: reconstruction of dwelling with additions, including first floor decks, second floor deck, stone patio and carport as applied for per ZBA#6559, dated 6/7/2012. The certificate is issued to Root, Barry (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37577 8/26/14 PLUMBERS CERTIFICATION DATED 9/15/2014 utchogup East Plumbing //4111IDriz6d Si ature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY 1 � BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37577 Date: 10/12/2012 Permission is hereby granted to: Root, Barry 16 Horse Hollow Rd Lattington, NY 11560 To: construct partial demolition & reconstruction including 1st & 2nd story additions, carport & decking per ZBA#6559 &Trustees #7843 as applied for At premises located at: 6315 Indian Neck Ln SCTM # 473889 Sec/Block/Lot# 86.-6-20 Pursuant to application dated 10/12/2012 and approved by the Building Inspector. To expire on 4/13/2014. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,660.00 CO -ADDITION TO DWELLING $50.00 Total: $2,710.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ — 1 Ah Applicant Signature pF SDUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 A iQ roger.riche rt(&-town.southoId.ny.us Southold,NY 11971-0959 Q OUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Barry Root Address: 6315 Indian Neck Ln City: Peconic St: NY Zip: 11958 Building Permit#: 37577 Section: 86 Block: 6 Lot: 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Triangle Electric License No: 4468-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 72 Ceiling Fixtures 22 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 7 Wall Fixtures 7 Smoke Detectors 6 Main Panel 200a A/C Condenser Single Recpt 3 Recessed Fixtures 54 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 1 Pumps Transformer Appliancesdq71 Dryer Recpt 1-30 Emergency Fixture Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 200a under ground service, 2-exhaust fans, 52 ft low voltage lighting track, 1-electric oven,geo thermal heating system,2-air handlers Notes: Inspector Signature: Date: Aug 26 2014 81-Cert Electrical Compliance Form.xls W sotryo Town Hall Annex Telephone(631)765-180 .2 54375 Main Road Fax(631).70-9502 P.O. Box 1179 ' Q Southold,New York 11971-0959 Q MUM,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD SEP 16 2014 i! CERTIFICATION Date: bs—/) Building Permit No. Owner: ✓� T (Please print) p ` w L Plumber:�� (t I �(, �,�'1s' v'e: C 1 7—I (Please print) 2 g 77— I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. t umbersSignature) r .. Sworn to before me this �S day of 20 .. QttMMIM N�� I/ Comm(ssion ExPins JW�Y 2Cg,20& Notary Public, C—County TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ OUNDATION i ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ J FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: f l! l Y DATE INSPECTOR w TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 MSPECTION ] F NDATION 1 ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION j ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� Y INSPECTOR -7 TOWN OF SOUTMOLD BUILDING DEPT. 7651802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL66. [ � F0 NDAT10 [ ] INSULATION [✓J FRAMIN STRAPPING [ ] FINAL [ ] FlREPLACE & CHIMNEY [ j FIRE SAFETY INSPECTION I l FIRE RESISTANT OONSTRIIC710N [ ] FIRE RESISTANT PENETRATION � [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: w�"-(' -�`S�`�J �• 17 DATE O3 �`� / INSPECTOR i 7sOUI pF 7 � oal`l► yo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECPON 7FODATION 1ST [ ROUGH PLBG. DATION 2ND [ ] INSULATION ING /STRAPPING [ ] FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: `e DATE .3 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIR SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ IRE RESISTANT PENETRATION [ ] ELECTRICAL (R GH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR 37 9_0�7 o0 SO//lyo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECT N [ ] FOUNDATION 1ST [ ] UGH PLL BG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI REMARKS: DATE -� INSPECTOR ---. ho��pF SO//ryo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 LATION r [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �— 'Jr L N a w cj//4 DATE INSPECTOR it SOF SOUTd hod o� TOWNF O SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ]9FIRE PLUMBING [ ] FOUNDATION 2ND [ ] L O [ ] FRAMING / STRAPPING [ [ ] FIREPLACE A CHIMNEY [ ] S INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /�L ✓l� �� aG�' cc.0 d r DATE INSPECTOR oF so�lyo6 /L # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4�- DATE . INSPECTOR ` it - � ��pF SOUTyO L2 coo Akw TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [>] R OUG UMBING FOUNDATION 2ND [ LATION FRAMING /STRAPPING [ NAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIO ATION [ ] CAULKING REMARKS: &nz�� I � i DATEl 1 -C7/ NSPECTOR SOUly06 n-j TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE j INSPECTOR IDDelfino Insulation Co., Inc. INSULATION CONTRACTOR 1 19 STEPHEN HANDS PATH EAST HAMPTON, N.Y. 1 1937 (631) 329-7181 FAx (631 ) 329-7159 Insulation Certificate -- I Job Location: 6315 Indian Neck Rd. J Peconic,NY 11958 73 7S7 WORK AREA ITEM INSTALLED TO CODE 2CSC—2x12 Closed Slope Ceilings 11" Open Cell Foam R42.9 FPC—Fireplace Chase Radiant No Tear SW-Stairwell to Basement R-13 Kraft Faced Insulation SW-Stairwell to Basement R-19 Kraft Faced Insulation SDB—Sound Deaden Bathrooms R-11 Kraft Faced Insulation 4XW—2x4 Exterior Walls 3" Closed Cell Foam R-19.2 CANT—Cantilever 5"Closed Cell Foam R-32 6XW—2x6 Exterior Walls 5" Open Cell Foam R-19.5 8XW—2x8 Exterior Walls 6" Open Cell Foam R-23.4 OCSC—2x10 Closed Slope Ceilings 9" Open Cell Foam R-35.1 NCC—New Cellar Ceiling 2" Closed Cell Foam R-12.8 OCC—Old Cellar Ceiling 2" Closed Cell Foam R-12.8 Customer: Wm. Toth Construction & Management Corp. 425 Jacobs Lane Southold,NY 11958 Proposal#: 24327 Date Completed: Au ust 29 2013 Delfmo Insulation III: Branch Manager: Joseph McIntire ' 1:11 f 1,��,��0 •.�! • � • 1 1: r WAII INSMATIgN PER Y. STATE WMGY CODE ---------------------------- W.10 MIM4 MOMA WA;P— j!2=1 mvitelou X _ Jb r,r/ PON rI/ L Mw TOWN OF SOUTHOLD D BUILDING PERMIT APPLICATION CHECKLIST : .BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL' OGT 5 202 Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 BLDG DEPT, Planning Board approval FAX: (631) 765-9502 __ TO""A.G` `!�!J[4011_B i Survey South oldTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined /z/1// ,20 / Y Single&Separate Storm-Water Assessment Form Contact: Approved �v ��20 /�' Mail to: Disapproved a/c Phon&" I? <-J Expiration 20_/y Building Inspector APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building 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,latS,using code, and regulations, to admit authorized inspectors on premises and in building for necessary inspections. / 1' (Signatu1"�A pplicant or name, if a corporation) !G/f*SE- tw /)-a4,0 A,&MIAfQ r ►,N y (Mailing address of applicant) State whether applicant is owner,,lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises IDR-- kp AR R r (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: 6,31-5 1001AN NECK 90AD PF CON I C House Number Street Hamlet County Tax Map No. 1000 Section �G Block . 0 6 Lot �� __ Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy D/UF F'414)1"/ A FS/Der-�Ce b. Intended use and occupancy 0/4JE- ES 1,DC/UC6 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition _Other Work (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 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 62,21 Rear SQ,2 Depth 30.3 Height 2'Z 1 Number of Stories 1 Dimensions of same structure with alterations or additions: Front 92 ,2 Rear q2.2 Depth 3 6 Height 2 5 Number of Stories 1 /2 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories i 9. Size of lot: Front 16 6 .60 Rear 1 -5 6160 Depth 520-1 10. Date of Purchase S/17/2 0 10 Name of Former Owner M5 VAL 0.5I " 11. Zone or use district in which premises are situated F? - 140 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES V NO 14. Names of Owner of premises Address Phow No. Name of Architect /RJ9 A,95jPCL 1RD Address 6W#Y N#9)iuP" one No S7.6-398- 9753 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_V/_No * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ✓ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 6 w NCA (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application. that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20JOANN /Z Noloy &W of NoiwUYork Na Of No ary Public AwModInN-spu Signature o pplicant Campion 6tpk�Mgu�t 2i, L� BOARD OF SOUTHOLD TOS TRUSTEES 50U ilOL6,NEW VORX r. :. R NU. DAA'Ei�T T�LY 1&2012 `"` tUED' 3 ;iA►RRY ROOT' PERTY ADDRESS:6315 INDIAN NECK LANE,PECQ14 C AUTHORIZATION to the provision of Cher 2�5 and Chapter I ft.of the Town Coda of the To pfSrnithold with the Resolution of the Board of Trustees at the niecting held"on ' of appl adon fee in the suet►of$ .00 paid by Ham Root and subject to the Tams�aa9 wed n!"ktiinh�the Sou&W Town Board of Tnistees authorizes and permits the following Wedaad Permit to demolh a t6rtlpn of the existing dwelling and reco ct the Cond#ion the wire fence along the west property Nne b t4 tnto dty with the Town Code,and as depicted on the surve repared o+y pared by Bohn T.Metzger dated May 21,2012 and stamped approved on Js IN WT. LESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and a tQ�w subscribed by a majority of said Board as of this date. x :. ,_o . - c �x" TERMS AND CONDITIONS The Permittee,Barry Root,residing at 6315 Indian Neck Lane,Peconic,NY as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances wan-ant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if,in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. i John M. Bredemeyer III, President O�*QF SO�jyOl Town Hall Annex 1 O 54375 Main Road Michael J. Domino,Vice-President P.O. Box 1179 James F. King,Trustee Southold, New York 11971-0959 Dave Bergen,Trustee � � Telephone(631) 765-1892 Charles J. Sanders,Trustee IyCOU Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1074C Date: November 20, 2014 THIS CERTIFIES that the demolition of portion of the existing dwelling,and reconstruction with an addition,• wire fence along the west propegy line brought into conformity with the Town Code At 6315 Indian Neck Lane Peconic,New York Suffolk County Tax Map# 86-6-20 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 31, 2012 pursuant to which Trustees.Wetland Permit#7843 Dated July 18, 2012,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of portion of the existing dwelling and reconstruction with an addition: wire fence along the west property line brought into conformity with the Town Code. The certificate is issued to BARRY ROOT owner of the , aforesaid property. drA_ q Authorized Signature DEC Permit Applications http://www.dec.ny.gov/cf nx/extapps/envapps/index.cfTn?view=detail&... DEC Permit Application Detail ® Application ID: 1-4738-04031/00004 Facility: Root Property C � Location: 6315 Indian Neck RDISCTM#1000-86-6-20, PeconicrNY11958 Town or City: Southold ® Applicant: Root, Barry C ® Permit Type: Tidal Wetlands ® Application Type: New ® Date Received: 03/20/2012 Status: Final Decision Due as of 08/06/2012 ® Complete Status: Complete as of 06/22/2012 ® UPA Class: Minor CONST 1 STRY ADD TO SFD, PATIO, CARPORT, SS, TRENCH DRAIN, ® Short Description: DRYWELLS ® ENB Publication Date: ® Written Comments Due: ® SEQR Class: Type II Action ® SEQR Determination: Not Applicable Lead Agency: None Designated Environmental Justice: The application is not subject to the Department's Environmental Justice ® policy (CP-29). Either the permits needed for the project are not subject to the policy or it has been determined that the project would not affect a Potential Environmental Justice Area. SHPA Status: The proposed activity is not subject to review in accordance with SHPA. ® The permit type is exempt or the activity is being reviewed in accordance with federal historic preservation regulations. ® Coastal Zone Status: This project is not located in a Coastal Management area and is not subject to the Waterfront Revitalization and Coastal Resources Act. ® Final Disposition: ® Permit Effective Date: Permit Expiration Date: Stimulus Project: No Other Known IDs: 1000-86-6-20 -Tax Map Number(each county) DEC Contact: Matthew R Penski SUNY @ Stony BROOK150 Circle Rd, Stony Brook, NY 11790 Tel:(631)444-0365 Please email the Regional Office for additional information or questions regarding this application. 2 of 4 9/29/2012 11:00 AM r Ask NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04031 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: BARRY C ROOT ROOT PROPERTY 16 HORSE HOLLOW RD 6315 INDIAN NECK RDISCTM#1000-86-6-20 LOCUST VALLEY, NY 11560 PECONIC, NY 11958 (516) 467-4804 Facility Application Contact: Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 714.763 NYTM-N: 4545.376 Latitude: 41°01'52.7" Longitude: 72°26'43.1" Project Location: 6315 Indian Neck Load, Peconic, Richmond Creek Authorized Activity: Construct a one story addition onto the existing single family dwelling, a new carport and a stone patio. Install a new sanitary system and properly abandon or remove the existing cesspool. Remove a portion of the existing pervious driveway and install a new section of pervious driveway. Install drywells and a trench drain. All work shall be performed in accordance with the survey plan prepared by John T. Metzger last revised on 8/30/12, and stamped "NYSDEC APPROVED" on 10/12/12. Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-04031/00004 New Permit. Effective Date: 10/12/2012 Expiration Date: 10/11/2017 Page 1 of 6 BOARD MEMBERS *f3f SOLI Southold Town Hall Leslie Kanes Weisman,Chairperson h0� y0� 53095 Main Road-P.O. Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P.Goehringer �Q Town Annex/First Floor,Capital One Bank George Horning "'p 54375 Main Road(at Youngs Avenue) Ken Schneider l�C�jjNj`(,n`' Southold,NY 11971 http://southoldtown.northfork.netVA iDZONING BOARD OF APPEALS3'.3� TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064JUN1 4 FINDINGS,DELIBERATIONS AND DETERMINATION •� MEETING OF NNE 7,2012 ZBA FILE: 6559 NAME OF APPLICANT: Barry Root SCTM# 1000-86-06-20 PROPERTY LOCATION: 6315 Indian Neck Lane,(adj. to Richmond Creek) Peconic,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated March 16, 2012 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront'Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued his recommendation dated April 25, 2012. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The parcel is 1.7319 acres in an R-40 District, fronting 156.60 feet along Indian Neck Road to the south, running 468.40 feet along a side yard to the east, running two courses of 107.84 feet and 45.26 feet along Richmond Creek to the north and running 520.10 feet along another side yard to the west. The parcel is improved with a one story frame house and an accessory detached concrete/frame garage. The parcel has a bulkhead and rip-rap. Above, as shown on the "Site Plan", sheet S-1 of the Architectural plans prepared by Ira Haspel, R.A.,dated 11/17/11. BASIS OF APPLICATION: Request for Variance from Article XXII Code Section 280-116(B) based on an application for building permit and the Building Inspector's February 14, 2012 Notice of Disapproval concerning proposed partial demolition and reconstruction with additions to a single family dwelling, at; 1) less than the code required bulkhead setback of 75 feet. RELIEF REQUESTED: The applicant requests an area variance for a 62 foot bulkhead setback, requiring a 13 foot variance from the code required 75 feet. ADDITIONAL INFORMATION: The requested variance is to the northwest corner, which is proposed to remain, of the pre-existing subject dwelling having a Pre Existing C.O. FINDINGS OF FACT/REASONS FOR BOARD ACTION: Page 2 of 3—June 7,2012 ' Z.BA File#16559-Root CTM: 1000-86-6-20 The Zoning Board of Appeals held a public hearing on this application on May 3,2012,at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. _Town Law 6267-bQ(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties.The proposed reconstruction with additions and the proposed bulkhead setbacks are characteristic to this neighborhood and there is no evidence that they would create a detriment to nearby properties. 2. Town Law 6267-b(3)(b)(2).The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance.The requested setback variance is to the northwest corner of the pre-existing dwelling that is proposed to remain during and upon completion of the reconstruction with additions. It would not be feasible for the applicant to move this portion of the dwelling to a conforming setback location. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing a 17% relief from the code. However, this substantiality is mitigated when recognizing that the dwelling has pre-existed with the proposed bulkhead setback without any evidence of causing detriment to the community or environment. Furthermore,there are other neighboring dwellings, which appear to have lesser bulkhead setbacks than what the applicant proposes. 4. Town Law 6267-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. All storm water runoff will be contained on site and the proposed upgraded sanitary system will improve the subject property. 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 6267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a variance for a nonconforming bulkhead setback of 62 feet to a one story dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Schneider,and duly carried,to GRANT, the variance as applied for, and shown on the Architectural plans sheets: S-1, A-1, A-2 and A-3, prepared by Ira Haspel, R.A.,dated 11/17/11 (sheet S-1)and 11/19/11 (sheets A-1,A-2,A-3) Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan 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. Page 3 of 3—June 7,2012 ZBA Filet16559-Root CTM: 1000-86-6-20 Vote of the Board: Ayes:Members Weisman(Chairperson),Dinizio,Goehringer,Schneider,Horning, This Resolution was duly adopted(5-0). Leslie Kanes Weisman,Chairperson Approved for filing /2012 o,Ost>�4' • Town of Southold - Chapter 236 - Stormwater Management ' SWPPP��,�• P - Storm Water Pollution Prevention Plan Assessment Form [GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPU E -Agent- uMant contractor or other(circle one) Property Ornim Pf Different than Applicant) ; Addres= k� Teq i kphom VC - / .r1� re" .� 14 op Tekphonsa>~ Fmt E-� 73/'�-r .F V E-Mail:- t Ft°pay'Add►ass: 6315 1141 BN A)E4L AD, I C &jcf)excoptma of ConaCroction Activity,PhV osed Stfucdn-A sM!'s,Soil S.GT N.ale 1.000 7,0 BMS.�i�t Scope and/or Sequence of Construtdim Activity .I, � �Z� (Fhorkla Adduonel PaW as Needr4) Nal"o<ca►tradoramY Pers Rt ponsibiaforMnplanentatknofSlNPPi* ff plies dE .�! , CE 1 //V� ,`J / U_ .Xpb' ,pU�D�i�Pyo�N7+W!7�! St�1t/j TnegLi=l_ 'ZC------------------ F t E-Naik • • Nsma of Pwsalp ResporrslbN for 11nelallIpm d NtNttsnanee of Erosion Control Praelke: ST9�L S ,vim Addn * livS c� Telephone If: Fax A �2&/M,/j-`/�L( ,r t -------------------- -Maih ------------ ---------- - - ------ -- '] -- - --- - -- _ -c 'Total Arad of AN /f /�'9�G Total Area d Land geanng r�/�,' - Project Parcels: / andMr Grouts Disknbance: _-12-�—= - -_ _ --- (SF_/Anes) (SF.I A—) y ___—__—_ __ --___ Project Duration: Start End _ - (Antldpaled) Date: Date: - .__ _------r-------= z7o � ' '� r __.... ----------------- -- -------------------------------------------- Wilt this Project Disturbe five(5)or More Acres at ; Any One Time During the Proposed Development? N. -------------------------------------------- IfYES.Please Answer the Followingi ------------------------------------------- a. Does the Applicant have a Qualified Inspector On Staff To Conduct the Rgpuored inspections? Yes No b. Does the SWPPP Indicate How Fre"ntly'the Site List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: i Inspections vAll Occur and for What Period of Time? _Yes No n a. Does the SWPPPAcequatelyldertiIdentify E1<------------------ and/or j; PermanentSollStabolizationMeasures? Yes No ------------------------------------------------ i ! d. Does the SWPPP Adequately Identify a Complete Project Phasing Plan? Yes No saws of tnpacted oat e. Does the SWPPP Indicate Additional Sole Specific •ter te9•TMDL,3os(d)listed,knpated_) Practices that will be Utilized to Protect Water Quality? Yes No i f. Has the Applicant Submitted aCompleted DEC Notice --------------------- ---- ----- ------------ ' i Of Intent and SWPPP Acceptance Form for Review Type of Impaaterbody(eg.Lake.creek,Bay,Pond.Sound,Freshwater Welland_) by the Town of Southold? Yes No CREAK----- --- t ------------ - --- S7 ATF,OF NEW YORK, ' CODUNTY OF......................... ......SS »�»- » duly sworn de ' lfiat 11 pkpw or.. !. ......, g poses and says that he/she is the applicant for Permit, _ h And that he/she is the ..............»..... Q.,(I1J„1V LC" 1 Contacts.Agent. +M aliotir,........»................. ..»..»....»..........»....» _ Owner and/or representative of the Owner or Owners,and is duty authorized to perform or have performed the said work and to I make and file this application;that aB statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith I r Sworn to before me(h i t ......................4?.................day of.4 . m her ,20./?- , Notary Public: .. . ................._...................... ... .� al ! i Applicant) SWPPP Assessment FORM: 03-12 _ U&of Now York NCL 0311,00M CanitiNiont�iati�gtnll�, /� °suftot T.G.S. "SWPPP" Preparation - Chapter 236 For Department U:e only: S.C.T.M.s; Property Address: Storm Water Pollution Prevention Plan Review Checklist Checklist # I '- WON -'Ca— REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: I .A.I I r Plan Sheet YES, NO ,N ,EVIsnation for NCO or�. Does tFie SWPPP Ad tel aProvide for and/or Indicate the•Followfng:) , Location(pg #)1. •-Drainage__-___ ns _ rmwa r. a n contain a Two InchRainfallOn-Site. _ L- 2. ConaWction PhBs Plan indicating 9equsnce of Pnposed Construction Activities. 'Q'(�, ('[Q -- 3. General LoCatbrt b. Dralartge Sita Pian Drawn to Scale at Sb& 60'1feet to the Inch or larger Indicating the Following , I Q,Q r _ i I , r------------------------------_.._....__..__ a _400rLt ?R43�1P�14n Qf Pr4P_elty Bogndar�e_s, - I bIL82a9SL-------------------------------- c. Alltadstln�,Nattualand/orMan Made Features anand within 50'ofthe Property Bound ary V.... Test Hole Data Indicating Soli Characteristics&Depth to Seasonal Huh Water Table r e Contours indicating Property-Etevatlons�Min.2�; ,®�Q I r -- ---- ---- - - ----- -- --- --- ----- _ -- -..._ . .-� �'----------------------- "C - Spot Grade$Finish Floor Eievatkuts for fxisttng artdProposed Structures: r I __--- -- g, Locaffono�Woo�edl4�eaa�lsdatedfireeswTt�ia•iuifnlmumbtmensfonoi"is'D`iameter,• --� lQFN� ._..........h;"5'oTlConaerva�fonbrs�rTcl•Sclr3urvelr------------------__.------•-----__...__- I I I I _... 5. Background Infomtation about the Scope of the project,l ovation&Dexcrlption of the Site, Proposed Changes to the Site and AI)Existing Dev_eloarttient on the site lqt ludin�-the - _ b. All Excavation,Filling,Stripping&Grading Proposed and Identified-as to depth.Volume ._.__$_�$t5tr9.A�� lnlatYe_di-----••----^----___-_____......_..._.._...._.___-._....-•; i i i-------------------------------- c AILArgasfjaquitg �andlorOsubbirrgL------------ _ ,(�I©�0 --•--_..._ d All Areas Whom Topsoil is to bs Removed,Stockpiled and where Topsoil will ultimately - e All Temporal&Permanent Ve3tetation to be Placed on Sfte; I y ,gTj per/ f All Tempo_rary.&Permanent Storm Water Runoff BMP Control Measures Proposed; ;IZI i Q i Q l - All Te --------------- ---------- _ I I t r------------------------------------------ - h Antics ted0Wri of Sutface Drainage DurlratPefiods of Peak Runoff -------- - -- - --- ------ ------ --_ __ _. . ._. h TheLoc'a�lo�it of'ail�Foaas,Drivewa�ra,3ldetvaika,Patios,Structures,Utilities&Other r I© I I I 1 improvemenl"s-fn�aGp Temporary ICcceas i4 tronstruction Staging Areas; --I�I Q i Q i '-'--- .... I.-Thi �datTn�gtnal�onfoursanaorSpo�laevatTonsoftfiesiie-___._.__._._.. _...._. . ....-(��Q;Q~--------------------------------------- 6. A Schedule of the Sequence for the Installation of All Planned Soli Erosion,Setlimentatlon ; ; ; H� &Stormwater Runoff Control Measures. ;Q Q r z ,S �_,[? -j- 2/2 4�1, 7. Descrl on of ;ItL-U n Prevention Measures that wHl be Im lamented. '!�'C7'®;,QRIU c 2 A ____---Pi-------s------------------------�'--------------------_._.. I y`-1i-'gY£-`�- -t --- - 8. A Description of the Minimum Erosion&Sediment Control Practices to be Installed and/or - Im-PitrO flte(tfor Etch CLonat gc;gon Activlty that vAll MlylLln Soll Disturbance._ _ _._ .•-_i i i 9. Pgtgr10_q!LGj C�ts_xU_41gr14 Waste materials Expected tc be Stored On-Site. --_----i Q`Q i �j tlftLd_T�,-L� ----- - - - - - -------------- 10. Temporary&Permantrit Soil Stabilization Plan that masts the Current Version of the , ----New York State Storm Water Design Manual Technical Standard. _ 11. Gen'_oral_31tePlariandCo_natructlonDrawlr fiortMProct ----------------------'0zj=1Q� --- __ _ _--- - -- --------_- _ --_---- 12 Dime_nstons1Material 3gec iQcationa&tnstellation Details for AI Erosion&Sediment Control Practices__i r--I i ozi 0 rat 13. Temeora _ radlceathatwillbeCornertedtoPem+anarrtc_antrolMeasu_res..............�---- �Q'®'Qr_---f_ ---- ------------- -- _....._ 14. Imp'lementa_tlon Schedule for Staging Temporary Erosion Control Practice or-BMP--------- 'C]'Qt'Q ___I/__ ---_ - -, I �_ _ 15.'Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion& Sediment Control Practices. _ _ _ I _--_------ Et;Wl -----Witiii --------------------------------- ------------------------------------------- ---- I ----------- --------------------- - 16. Namea of Potential Surface Waters of the State of New York andlor MS4 that may be - -� ' ' r-- _______ ..... ...... -.. � I I 1 00 � Im acted b Dev_eb -_ ' ' ' ' ,f1pdJ C�28$YL 17._ OelineatiQnofStorm Water ControlPianlmelemerrtationFteseonsib(IitiesforEachpartofthe ,_0:=�_______________________________________ ___--._. .-_-.- P�oje_ctCogatruol�nit -- ------------------------------------ 18,_61-1q erFLxlstlnpDitatttatDescribes8torrnWaterl�unoffand/orNaturalDrainaieSwaies __ ;�iQiQr____________________________ 19. IdentMcationofAUContraiir�s)%Sub-Contractogt) Responsible.for rn iTling,Construcdng, , , , F- Repahing,Replacing, and Maintaining the Erosion&Sediment Control Practices. Storm Water Maaag0maht Control Plart Checklist#1 s 03-1.2 0f S. Town Hall hex Telephone(631)765-1802 54375 Matin Road r0iter.richert Oum s0��gg.9g5ppgg ny.us P.O.Box 1179 ( ltthOlU. Southold,NY 11971-0959 i WADING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: j. Name: License No.: t Address: T �� Phone No.: . JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: ile3 ® Al Y /1 *Cross Street: A (_ u *Phone No.. l3 Permit No.: 75- -77 Tax Map District: 1000 Section:_ Block: _ Lot: a„ Q *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YESNO Rough in Final *Do-you need a Temp Certificate: YES NO Temp Information(If n tided) *Service Size: 1 Phase 3Phase 100 150 200 350 400 Other I Re-conn1 New Service Re-connect �rgrDunumber of Meters hange of Service Overhead A di ona nforma`tion: _PAYMENT DUE W ICATION ^nL VC ' V .824Request for inspection Form JAN 1 4 213 BLDG. DEPT. TOWN OF SOUTHOLD IRA HASPEL ARCHITECT, P.C. 59945 MAuv ROAD SouTHOLD,NY 11971 PHONE: (631)765-2075 FAX: (631)765-5715 CELL(516)398-8753 Oct.10, 2012 Town of Southold Building Dept. Re: Building Dept. Application: Root Residence 6315 Indian Neck Lane Peconic, NY 11958 S.C.T.M. No. 1000 - 86 - 6 - 20 Please see attached the following: 1. Check for$200.00 for the initial application fee 2. Building Dept. Application filled out and signed and notarized 3. SWPP application filled out signed 4. Current Survey with SWPP requirements and Test Hole i 5. Four sets of signed and stamped architectural plans,including site plan with SWPP requirements 6. Town of Southold Board of Trustees Permit and requirements /,�' 7. Plans of existing house showing a three bedroom residence and plans of proposed three bedroom residence. i (,A�� 8. NYSDEC Application Detail—status of application l� 'I Dj Please advise me if there is anything else required to complete this application. Thank you. AA f1"td Ira Haspel pF SO!/jyQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • Southold,NY 11971-0959 Q �y�4UNly,�� September 3, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Barry Root 16 Horse Hollow Rd Lattington, NY 11560 Re: 6315 Indian Neck Lane, Peconic TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: **Note: Certification required for the floor insulation as requested by the inspector on 8/26/14 Application for Certificate of Occupancy. (Enclosed) �l Electrical Underwriters Certificate. 3y � A fee of$50.00. final Health Department Approval. umbers Solder Certificate. (al permits involving plumbing after 4/1/84) Uw/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 BUILDING PERMIT — 37577 - Reconstruction 1 Barry C. Root,MD 6315 Indian Neck Lane Peconic,New York 11958 November 24, 2014 Building Department Town of Soiuthold Southold, New York 11971 RE: Certificate of Occupancy To whom it may concern: Construction on our home is complete. The Board of Trustees has issued a Certificate of Compliance, dated 11/20/2014 and found attached. Based upon these facts, I respectfully request that the Building Department provide me with a Certificate of Occupancy. Should you have any questions, please contact me at one of the numbers found below. Thank you for your assistance in this matter. Sincerely, MP Barry C. Root, MD Office 516 674 7500 Cellular 516 697 5147 P-,Z:a6 ed BOOS-t72-9-9ZS:wejd OS:tT t7ZO2-t72-nON (JPEG Image,3264 x 1840 pixels)- Scaled(43%) https://mail-attachment.googieusercontent.com/attachment/u/O/?L i=2&i... tyv HomeWra 1 R H � y N' � ran 4I Mel FD M AY 1 0 2013 BLDG.DEPT. 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II 1 I • 1 of 1 3/26/2013 6:50 AM REScheck Software Version 4.4.3 Compliance Certificate Project Title: Root Project Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 35% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 6315 Indian Neck Road Barry Root Ira HASPEL Peconic,NY 11958 6315 Indian Neck Road Ira Haspel Architect P.C. Peconic,NY 11958 59945 Main Road 516-697-5147 Southold,NY 11971 BROOT@NSHS.EDU 516-398-8753 ihaspel@irahaspel.com Passes using UA trade-off Compliance:0.2%Better Than Code Maximum UA:550 Your UA:549 The%Better or worse Then Code index reflects how Gose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • or D•• LI-FactorPerimeter Ceiling 1:Cathedral Ceiling 1356 30.0 0.0 46 Ceiling 2:Cathedral Ceiling 1080 38.0 0.0 29 Wall 1:Wood Frame,16"o.c. 1173 13.0 5.0 53 Window 1:Vinyl Frame:Double Pane with Low-E 186 0.270 50 Door 1:Solid 61 0.400 24 Wall 2:Wood Frame,16"o.c. 787 22.0 5.0 23 Window 2:Vinyl Frame:Double Pane with Low-E 230 0.280 64 Door 2:Glass 20 0.280 6 Wall 3:Wood Frame,16"o.c. 926 30.0 7.0 12 Window 3:Vinyl Frame:Double Pane with Low-E 290 0.280 81 Door 3:Glass 293 0.280 82 Floor 1:All-Wood Joist(Truss:Over Unconditioned Space 1458 34.0 5.0 36 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 1140 30.0 0.0 38 Floor 3:All-Wood Joist/Truss:Over Unconditioned Space 216 34.0 5.0 5 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Versio134 y with th datory requirements listed in the REScheck Inspection Checklist. Na'me-Tide na Dat tea...sEW_..�y-�. Project Title: Root Project Report date: 10/11/12 Data filename:C:\Documents and Settings\Kathy Haspel\My Documents\RESchecMRoot 101112.rc k Page 1 of 1 WDONALD GEOQSCIENCE Box 1000• Southold,New York 11971 • (631) 765-3677 TEST HOLE DATA SHEET Name: Surveyor: Location: coiliL Tax Map Number: - Project Description: G�, Date: I� 3J� ? Oarf. Oro" tJ3, ? 0 r� - 3�`. ..�U',?c1 ilft? C� 03i':sca S3f1Gt -i• s 'rd3tC.0 i.c� u ..t<y di•v49r2 tir�e t� -Yo•�.:�:::� �xnr.� �•r�. Comments: an.--.:)an ter edi 3. 11 ,elow surface Test bol: l3ozirig. . . IUJ.i)t; 4 Ex,#srG of O CO _VM IT IB�v -� 0 6*rs n r u p Q X ON 6/1AOE � E N HASP 'yah • �LAty. Ill etc, NY 1/958 f 751 1 Ox/977NG -38-o Ex is r /y,a '0 c9 . CV OArw I i M OV _ ^~� -DW2 .cl.. KITCHeM N i ' GL N p,HASP S`crr�r ->000. sQ. os-ao -r/-n ST F400ft PIA 1Y cry 7 '--PINES)"if-cf .56 Q f o OF N F M-01A N IYECXC LANE A fAMr; ACC&SS M VAI FAN�SH 5.0 F—t— -N Y X19 8 c /s 7;YRu _Sed TT`LE -- _:. 94,eF4- AJi k[TE�T 1' c. 5/�..�o�s►- R7gfrl.� 8 up e�-Sova 1-O UP� y- 4 UT/&,)Tres ! I W ! I ox/s7; n/E►N 6Asp 7 t--�- �TvR �p -o fn O N FLED q \5� NH l scTM.... 000 -86- 06 -so n pR o r-po 9.6 p � bAsF,,M0 tj r Aq4 CY "A--CT C, S)6-398-87.53 W.vrojG ,ArOP T/ON :-r-AT t-O . A9 7-10 36 o ig-o DH i _MYil. 2 - / I b�{ ( C9 Vj tl.. wp Oboxs Desna. t ,1 -FOYER D I KI N 6 IF -1S ATG H F CI -T2,cCO PTAY "K SPF y/�t� SCT�•y, # -p/'aPo,SE,C7 1=2 PL Ary 1 = 10 �' ' �� C3/S/A01A1/ N,FCR GA,Vr N zn /RSI /19SP,6Z- AAe,1117Z-dT IDC. S/6-J 6753 Silt FQnci: . , Straw Bale Dike _ ' r :j Description I ' A temporary barrier of geotexdle.fabric(filter cloth)used to intercept sediment laden runoff Description from small drainage areas with disturbed soil. Atom temporary barrier of straw or.similar mateFial P CAUTION: used to intercept.sediment laden flow from small areas,preventing the sediment from leaving the DO NOT install sediment fence across L site. intermittent or perTnancnt streams,channels,or any location where concentrated flow is CAUTION: anticipated. DO NOT install straw bales across intermittent Installation Details or permanent streams,channels,or any location Where;concentrated flow is anticipated. 1.Locate the silt fence at least 10 feet from the toe of sieep slopes and nearly level -Installation.Details throughout its length. 1.Bales shall be placed atthe toe of a slope or.. 1 2.Dig a trench approximately 6 inches deep and on the c6otour,and innacent bales. a row with ends tightly ' 4.inches wide,or a V-trench,in thc-lina of the abutting the adj fence. 2.Each baleshall be embedded in the soil a 3.Drive posts securely at least 16.inches into minimum)of(4)inches,and placed so the the string or wire is horizontal, ground on the,downslope side of the trench, Space posts a maximum of 10 feet apart it 3,Bales shat.be securely anchored in place by fence is supported by wire;6 feet if extra . either two stakes or re-bars driven through the PLAN OF PROPERTY strength fabric.is used without snpoort wire. bale.The first stake in each bale sfi0 be �1 Adjust spacing to plate posts at low points driven towards the-previously laid bale at an A.T INDIAN N NECK along the fenceline. - , ...... angle to farce the bales tiagether.stakes nail T 0 WN OF SOU THOL D 4,Fasten support wire fence to upslope sideof be driven flush with the top of the bale, posts,extending 6 inches into the trench. SUFFOLK COUNTY, MY attach continuous length.of fabric to upslope Maintenance side of fence posts.Avoid joints,particularlyInspect straw bale dikes periodically and 1600 —, 88 r 06 — 20 at low points in the fence line.Where joints' after each rainfall event. Oct. 3, 2012 are necessary,fasten fabric securely'to support posts and overlap to the next post. Replacebroken or defective bales promptly.. 5.Place the fabric in the trench so the'bottom. Remove.built up sediment deposits folds across the-bottom of the trench.Place immediately to inaintain capacity,for the backfill in,the trench overthe fabric to the next rair1fall event, ' groundline and compactwith a power tamper. Maintenance Once the contributing area is stabilized, remove ill materials and grade and stabilize • Inspect sediment fence periodically and the area lin'accordance with the vegetative after each rainfall'even , plan. • Should fabric tear,dee mpose,or in any STRAW' BALE DIKE DETAILS 1 way-become ineffectiv ,replace it immediately. I P ow • Remove sediment deposits promptly to provide adequate storage volume for the next rain.and reduce pressure on fence.. � I- VERTICAL ' Take care to avoid undermining fence eLOPe' FACE during.cleanout. U • Remove all fencing-materials and unstable t31E C o_I rN G o E T A I t,-' sediment deposits after the contributing drainage area has been properly stabilized, inspected,and approved.Grade and stabilize the.disturbed area as'shown in the, ANOL.E IrZAST STAKE TOWARD �. PREVIOUSLY LAID PALC vegetation plan. SILT FENCE QETAI.L,S MOVLN VIK remcCrows, (LAIN, 11 1n,aAuac onlvCN nIN, 1+• INT.a NAX. t' NCIH STACINC1. �10.Ap ./� A'OUHQ DALC£ Mr P LED ON CONT,DUM - c, ro c. ,•i2 RC—OARS, STEEL PICK OR .R`x2• STAKCR' 1 1,II !TO 2- 'f•' SN OROUNO, ORIVC STANCR �,`� �,� 'q.'• ;►' FL USN WITH BALE:', ANCHCRINQ 'DETAIL NOT.-0 SCALE r/PERSPECTIVE VIEW 0 CISrGN L.XrE 3 MONTHS MOVEN rCAu ,pt• MIN, FINCC POST ITITC •ReaMCNT SLOme LCNOTM OATC 'INBTALLCO' SHIM, Al 1 3/2 snot[. . � MAX, t'MCCH APACIN•) - t•.• tLQ`� I CROVt10 LILAC f DATE INSPECTED gY. OF - c aam r:LTcn ct•Til 1'`EVV MIN, t' IMTO CNOVMO � ,+�' �®ca-+•..�.� � - • �rl 1t• LAIN. � "'+`'n.�• MAXIMUM OMAIMICC AMCA IC in ACNE rrN ltt rCCT, « 4 •� SECTION. . , OCATION SLOPE LENGTH _- I `��„ Adv, ''• " � '~` ' "moi •�'�' 0. 49618 ECONIC VEYO ;P:C. (631) 765 - 5020 'FX (631) 765 - 1797 DATE INSPECTED BY- P.O. BOX 909 10-165 S 1230 TRAVELER STREET i 'SOUTHOLD, N.Y. 11971 2 of 2 -T I , .I NYSDEC # 1-4738-04031/00004 PL A N OF PROPER T Y AT INDIAN NECK I TOWN OF SO UTHOLD 8/CW OM CREEK SUFFOLK COUNTY, N. Y. 1000-86-06-20 SITE SAL lm-40s Q GREEK . ROD I KEY MAP Scale t' - 600' I DOCK 1 74,5 (ALONG TIE UNE) -2.633,4, N85738953 N� 33.00' S75:?J,49. COR.BLKD. �000 Pvc e 9 kDYC f 1.1'E. H UNC /� T fqp 1 CJs , OP BAIT ' let- EI. BLKD. �� R SITE DATA END FE .21— .` FLOOD ZONE \ ?ONE qE- LOT AREA = 75,289 s q.fl. STONE STTpS I AE- 0.4'E. EL10O• (E� 61 LOT COVERAGE GWTWG HOUSE ;1,157 sq./l. ` SSE ATTACHED GARAGE 337,1./1, $ ZONE X m-�� 1 PA TIO 170 sq./1. PApp GARAGE 1 404 sq./I. LO'E Cq,HAYBALEsZ sLr IT A ELe.e' STOOPS '�2 sq.l1. TOTAL £XISTlNG 2,100 sq./l. TRENCH OPAS / 2/00/75289 - 2.8% EC p POP �� . w AT COWLETION OF CONCTRUC TION \1`STor PAS �_ HOUSE d CARPORT 2246 sq.11. Et 9. PA TIO. 923 sq.//. + �Z �— J GARAGE 404 sq./l. Exlsnrvc / i, L 3 STI' (n SHOWER A DECK 48 s4. /t. I STY. FRAME TOTA623 sq ft. OM NOUS !PROP.. COITION _�2 ... 36 '75289 -1•4.8%:IRK iENO S?cDE. M} m FE.I.I'E. 28 6 52.1' �u j h ,l�.^ k J 3 RA6V RUNOFF CONTALWENT • w AREA p�1 .•i �� g ( s��R 1 p h/OC/S£, CARPORT d PATIO 3173 s q.I/, 10 SYSZ7u �� . \ + 3/73 x OJ7 + I a 339 cu.ll. LV 3/73/42.2 - 12.8 VF TEST HOLE / 1 PROVIDE 3-DWs 8'0 fi S' Dsep 914 c'77 SCC g� j�e //l } EL9.J' V Pr T a 5� DRIYE WA Y(DIRT d GRAVEL(PER V'MS) 2a 1] 6215 sqA >s 6213 - OJT • 0.60 - 634 ca f7 Cow '�� / ° 634/422 13 VF GWt .R Q� �-� TOP ` I PROVIDE 3 DWs 8'0 x 5' De6p ,� W ' _ l LOT AREA PER D.E.C. = 45,175sq./ + s.o' �1 LOT COVERAGE - TAL EXISTM TUTIL 0BE terDiovt� 2°OQ/4.'A73 2,100 sq.11. J a O.S' DE 1 "--$ TO PLACM I ` s A° AT QAL.mw OAF CONSTRUCTION 361'3 spp..1t. ll 3;;3:/431 T3- B..Ox Z • SOIL TYPE PIA FROM SUFFOLK 1 -,o "d COUNTY 50iL CL.AS&FICA Ti0iv >- MAPS TOPSOL ov TO T, It - ;aA. BE SEEDED 2 O 0 41t CQ Cr L 7- CO FOR O'N W v At L Or.+T7G1N O.H.W. CAC C,7Li o.H,W. POLE � r � I !� L a� I <n CO 0 0 �P s QQ` �O 0.6N393• 6,64 OF N .F;15 , •.F.;,: ::•� fy ROA 76 * K 4.9 :.' IN[)IM FLOOD ZONES FROMFIRM =�="�' 4A 36103CO162H 9/25/09 y NAS.-11C. NO. 49618 ANY ALTERA770H OR ADDl77ON TO THIS SURVEY IS A V10LA77CW ELEVA TOYS t ComT" Lm ARE ECONIC YOBS, P.C. ` AF- SECTION 7209 OF THE NEW YORK STA 7E £DUCAT70N LAW. REFENC.6D TO NAVD. . - (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC770H 7209-SUSDIV!9ON 2. ALL CER77F7CA77ONS -RAN MA40FF FLOW DflECTFON P,O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F _ �01YUNENT 12,30 TRAVELER STREET 1.0-165 5 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR stt{OSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y 11971 1 Of 2 13005N 5TEIN ArEVoCAt3GE TRuSl' Area of Lot =75,441.56 s.f. / 1.7319 elvlo AE• 0.6 � + +� � � END SrKOE foo GPI- dvtzl�'D l:t�o SrKOE. - iw /�/ 3°4Pj 34 Jr' �� JrO FE, 1,1,E GAS TAnl< 1-p,• 0.41E � v- Existing House = 1,157.5 s.f. W I Rim F L N GE '� � , Existing Attached Garage . = 337.4 s.f. � - - - - - - - - WIRS p�ENGE Existing Garage = 404.0 s.f. •f- � � � ,� J?O / _ � � � - �01\ � Existing Patio = 170.0 s.f. f-14.91 _ STOCKADE F1Gt10E o_ P d) Existing Concrete walks = 225.0 s.f. Re L o c.a TB o x'sT _ - / a m Existing Stoops = 32.0 s.f WE L.L. ;j coNc.�' T Ti-'--- __ - -f-pw� .1 w i� t0 FRAME O i 1 ED RG KouND _ - /"-,_'¢',o un 6 / 2 N , / to �r S-I Total Existing =2,921.9 s.E WOOD 5D AREA GA(�DE (� C,4/ZAGE N res WWF. __ � wo ---� � of u g /�oP:`� s 1 0 / j -Z(3 /Z+ °F`k �� * ✓ j v Existing Lot Coverage =2,921.9/75,441.56 lP� rU AREA of 1 a , ,.'- G.81� / + -- = 3.87 EXISTING O,$' - t G)Q '' °j S4N/TAR y / 1 1 } t .-. Proposed Addition and Carport = 1,652.0 s.f. wfW - .._„_ _ ` SYSTEM / Ex+STiN G W l `� Proposed Patio and walks = 1,064.0 s.f. I +rie _isjb'9T \ / r House s g AM E Demo. Exist. Attached Garage =(337.4) s.f. �► / / c ��F� ll , �lr 41 u+ w I o `n Demo. Exist. Conc. Walks& Stoops L rjRiVE o N F,F, EL.tll,3 t0 o t 2 � {. P Q ,rte FX(ST,ST. DIRT GRAVE;___-:- DW Lr ti� cR�� I I `n -1`t h /! h ' co _(257.0) s.f. fi x Proposed Decks = 168.0 s.f. �� ` +rs Proposed Lot Coverage _3,447.5 s.L • 1 Ow o -•- -'- ,--- d 4 v 0 O V1 tl `" 4.57 % DRY W IStAl �,[� ro/o ' 10 j a CS, Site Drainage ' G� so /` , 1' �. `' (3 ro WOODED 8 r 1 N ET /� l 4' i .n i 7/,q+ �. v' o° Mair Existing House 1,157.5 s.f. • � � s a GMATS, (T`rP.) L .- ,,_' `� ' , _ _ } Z Q ! dine) Existing Garage 404.0 s.f. A1zEA / Demo. Attached Garage 337.0 s.f. WOOG> ED a o°. �� 7� °3 g ( ) - - _ Proposed Add. And Carport 1 652.0 s.f. TH/S SH66T AR E i4 � �� ADtT�►T wN. � �', � � o �� - .. ..._ �_. '. -_?W,C P P � , 40 fq � Proposed Patios and walks 1,064.0 s.f. PECONIC as SNE 4�w`"' % -� Civ i N ; O fro PRoPoS s w 9 c E�w Total 3,940.5 s.f. a c' DOCK E l „ r5'esf W n `�o ? Provide Storage for 2"rainfall ' M ` er r 1 w 119 a o ti g a = 0.17 l ,-- -�' Q ` ,tel i �7•B ST' NoGE T)zUGK tpRof,.�^w .of G. a oL)`� e Gam ; 3,940.5 s.f. x 0.17 = 669.88 cu. ft. ,.� w h , t g,3 i _�.�,' . l •, U o s C Use 8 dia. Drywell =42.25 s.f drain area/ft. m r a �� =� =1 c 669.88 c.f. /42.2 = 15.87 v.f. • ir` ` U Pit REMovE �x,ST L� •, ' a,.rtrarr� _ 7 PaL_£ o,F+.w C O 1 // ; • / - � �- --7 +�} o I -4 c�, `- Y LA y �h S .� r Use s - `W ' d R � 8' dia. x 5' deep drywell= 0 v.f, ' -J2MAMP VNpER6R9UND` NCW GIMVEZ ( T /�-f� - -{ ® I Q A C \ � 11J V � J`(/ �..• 1 � - o� L �On J�po /` HO NPCK Z t( VS �Ec po�E =----- - �t,t-c• _. _ _ b_�,ve - �" ,,. .) ,`,�� i Z 3� Ro• ay Total =20v.f. �j]�A/� RR /� ) " 3 C Note : Connect linear patio drain to drywells MON \ � OI � . • � •• 'Y�� /� DW � I \� �Y 1 ' INOfAN NEC = K o•6 � l 11 ,4 + � WIRE R� y�/, 300 C4 w 5 Connect Basement Access drain to dryw 3 3o W 468 o ,w , ,, ANN W ` 4, 12.21 6 + �� ! 3 5l FEMA-Zone X -FE DIRT �vEvrAY r- 9 `d o TE /S R/GN T OF WA`s a,4 yv vR moo!♦ /- G��sE srvNE )YGg 9 [Lt�r�� Zone-R-40 �y / 0. 49AX 8R,109 I O4 H J G NEC K WEfI Storm Water Pollution Prevention Plan (SM y�l � ono wN s 1+.1'r �•,� .P^� ,. SM .•.fit HRo p �l?• Kph 5� , �� B A Y Provide drywells for 60%of driveway surface a for a 2"rainfall �SToRY Blowy Pg1F Area of Driveway = s.f. FR Hoy 6E � .. _ BRawy F1Wt 7z x 0.17 c.f. A//O�� coAasF sgND s w y7ay MAP . (,N:T'•3•� / 42.2 = v.f. SILT FENCE DETAILS N/o/ /v/O/P CIL 5 WORTH 8AYL.l 5 Use 3 -8' dia. x 5' deep drywells = 15 v.f. !/ • v O� ��"� )VA Y L(S WOVEN WIRE FENCE DS• MIN. FENCE POSTS. /J o o7W Y DRIVEN MIN. 16• INTO � � !�ER /��0 GEM' MQ N , E MIN. 11 1/2 SAUSE ..- - MAX. S' MESH SPACINS) $► Interconnect to drywells in proximity using 4" t4C)75 ` approved pipe. lt' MAX. C. TO C. a _ WATER tN PgbE $ttowN Contractor to utilize the areas marked, "Concrete_ Pitch proposed gravel driveway to center of �sv= FfrlE To CouRsE SAND SW Truck Wash-out area" "Tem r topsoil property. stockpile area" and"Material Stora a area"for the ST©f3 NI INA Poi z uT'io� p E V�'NT�a� �SwpP) WATER ENCOI.UHTERso g P • 6 MIN. A - , intended proposes. Extend Hay Bales and Silt Fencing on east and S Area - 1.7319 Acres to Tie Lines 8'1 13t,oW S�rzFacl:s _ � property lines to a point south of proposed `_7P E R S P E C T I V E VIEW 2 Ig' Contractor to be responsible for repair and construction. maintenance of the Hay Bales and Silt Fence �►- 7�i-•--""` STRAW BALE DIKE DETAILS �8ASE0 ON Su�tvE7 1�7 I'ECON+C Su�QY�'YOf�5, P,C, •T•�i5-r• KOL� DPt�•A -i GRA✓6 L pR/'Ve <T1'P,) G WOVEN VIRE FENCE 36' MIN. FENCE POST R�►,►SEp 9��20+2 until the completion of the project and approval of(MIN. 11 1/2 GAUGE, C _ [ � FLOW ti� MAX, 6• MESH PA"; =loop ZONG S' PRo" FIRM McDO/Vsl D/2 CO SC/ENC. the Trustees. { Ira- HaR el 1 20' MIN. / / 1 T 111$1.0, GROUND LINE 3Glo3CotC2N 9125/09 -� � � • •• 1e �� ; �� 1- VERTICAL / aJ! CI // , •• N 1000 -86 -0G -201. 86 O6 "Zy Arc h- i tec"t,-Pe- /� 41,FT � SLOPE FACE HIM. FILTER CLOTH Ce� MIN. 8' INTO GROUND .. . ._ - - - G L i 16' MIN. 1•� I General Notes Asphalt Shingles -Class A GAF 50 r. Paint Use Benjamin Moore products-primer -+L. Subcontractor or material supplier nor shall of required grade and finish excavate by hand. If an Y 1 t ti �; ; BEDDING DETAIL he guarantee their performance. area is over excavated the contractor is to fill and warrantee HD with"Deck Armor"underlayment. and two coats in finish and colors as per Owner. t, , . . MAXIMUM ORAINASE AREA g p 59945.Main Road • IS 1/2 .CRC PER 101 FEET. 12. The entire work shall be accurately framed compact to 95%proctor in maximum 8" layers. Install with 1/3 shingle offset at succeeding courses. Protect adjacent areas. �J�J 1. Contractor to obtain all required approvals, .��x�� •••",�•: SECTION qY P P Y '--�� Q Southold,N.Y. 11971 plumb, level and true. Backfill to be granular/drainable material placed . Closed valley over waterproof underlayment, Appliances -Install Owner purchases -- _ -_ _ ANGLE FIRST STAKE TOWARD � - permits, inspection approvals, certificate of underla ment and valley flashing. appliances. Provide all required MEP connections� �� PREVIOUSLY LAZO BALE r �- ^ occupancy, etc, from agencies having cc » e.4 /NL ET i - - 13. All materials shall be installed in strict after waterproofing has be inspected and approved Y Y pp q 631-765-2075 -phone GAArtr >✓2 -� - f Installation Details p y' g g conformance with all manufacturer's and the first floor framing has been installed. Rough Waterproof underlayment to be Weather Watch to code. Delivery, receiving and uncrating by G.C. J 631-765-5715-•-fax, TRHCF,c .+ ��' FLOW -�f jurisdiction. bF,/+�t/NG w Pi AE lrrP 1. Locate the silt fence at least 10 feet from the specifications and/or instructions. rade site after first floor framing is installed. up walls, in valleys,roof edges and entire crickets. Use concealed fasteners to secure appliances to toe of Slee slo es and pearl level 2. Contractor shall maintain coverage for all P g g s „ f(i 516-39"753-cell p P y 14. An item of work necessary for proper Finish grading and placement of 6 inches of topsoil Nails to be hot dipped galvanized to penetrate /4 countertops or cabinets where applicable. Verify ibaspei@irahaspel.eom-email (0i�.% c.Avsyto s7Dn/E 1 Y m Y P P g g P p P pP Y throughout its length. insurances,bonds, etc. as required by law » r completion of construction,which is not to be completed prior to Owner supplied into solid decking or 1/8 through plywood. clearances for installation, operation and adequate a ,.[�v[via- and by the owner. Provide roof vents per code. for ventilation. roNC,.coVE� �a ST'98 iG/2�b $ASE ----- 1='TRAtP/C c; a r POUND BALES 2. Dig a trench approximately 6 inches deep and 3. Contractor shall provide all safeguards as specifically covered on the drawings or in landscaping and irrigation. p _..__ .._,. 2 C1 95/ CoHPACTED \ ,r P CEO ON CONTOUR 4 inches wide,or a V-trench, in the line of the P g the specifications, shall be considered an Exterior Doors and Windows -to be Kitchen Casework -Install Owner seleete Pt016"aan-4 moa required to preclude injury to owners and p Shoring - Contractor to install and maintain fence. q p J ry implied condition of the work and shall be r T__1 contractors personnel, and to all other P adequate shoring for floors, walls and roofs that will Andersen j� series-white-HP Low E4 glazing, and purchased cabinetry. Install filler strips, scribe, ' '.• _ 2 RE-BARS. STEEL PICKETS 3. Drive posts securely at least 16 inches into the persons on the construction site. performed in a manner deemed good be affected by the required demolition. Shoring to "True Scene'rscreens"Storm Watch" with primed strips and moldings in finish to match by cabinet Root Residence 's i:-1 �0 ground on the downslope side of the trench. practice of the trade involved. interior wood. Hardware as selected b Owner. dust doors. Casework to be - OR 2"x2" STAKES 1/2• TO 2• 4. Contractor to exercise good Judgment to remain in place until-the required structural work is Y maker. Align and a J , IN GROUND, DRIVE STAKES Space posts a maximum of 10 feet apart if 15. The Architect shall not have control over or 6315 In R, FLUSH WITH BALES. minimize damage to adjacent and existing complete lete and braced. installed flush with ad'oinin surfaces. Install Indian Road fence is supported by wire;6 feet if extra g J g P Siding - House Wrap seams to be taped. Install adjoining Neck -------------- --- ----- charge of and shall not be responsible for • strength fabric is used without support wire. property. g P Concrete - Contractor to install 3000 psi sill flashing and opening flashir� system with taped casework and countertop level and plumb to a Pecon1C NY ANCHORING DETAIL p g P g g Y p � 2!o✓"DRA/Nfrgt,E construction means,methods,techniques, " tolerance of P/8"in 8 feet. NOT TO SCALE Adjust spacing to place posts at low points 5. All areas damaged due to new construction concrete in footings and walls and 2500 psi concrete perimeter. Install Azek components per t'1 J 7� i Mg7-C� 1,91 IrYP. along the fenceline. sequences or procedures or for safety /i g shall be restored to their original condition. in slabs. Contractor to use clean forms with manufacturer's written instructions. Use"Azek" HVAC -Contractor to comply with NEC, �•�•y DESIGN LIFE 3 MONTHS precautions and programs in connection A P C7 I r 10 - _ _ 4.Fasten support wire fence to u sloe side of 6. Each trade shall familiarize themselves with adequate ties. Contractor to install steel components for rakes, fascias,trims,window trim NEMA,National Plumbing Code and local 1. PP upslope with the work since these are solely the �' N angle to force the bales together. Stakes shall posts,extending 6 inches into the trench. the intent of these plans and coordinate their reinforcement complying with ASTM 615, Grade and built-up sill and panels. requirements. Provide radiant heating in mud set ti ;. attach continuous length of fabric to u slo work with other trades. General Contractors responsibility under - --- - --- be driven flush with the top of the bale. g upslope 60 and wire mesh complying with ASTM 185 -flat Insulation -Comply with Energy Star porcelain floors and under floors in wood floor / side of fence posts. Avoid joints, particularly 7. All work and materials shall be guaranteed the General Contractor's construction �CopFri& 4 In IHaspel All Rights Reserved.1 �✓ATE/t 641, L8,1 Maintenance at low points in the fence line.Where joints g contract. sheets as indicated on the drawings. Contractor to standards for insulation installation and sealing. areas.New gas boiler or separate radiant zones. .,� _ are necessary,fasten fabric securelyto for a minimum of one(1)year from date of install anchor bolts and shear wall hold downs as Provide a separate air conditioning unit for added �"- • Inspect straw bale dikes periodically and 16. The General Contractor shall confirm and Foam seal sills to concrete, sills to subfloor, P P Y support posts and overlap to the next post. acceptance by owner. after each rainfall event. PP P p P , indicated on the drawings. � spaces. Provide engineered shop drawings for arc( 8. All work shall conform to the Residential verify existing bearing conditions and g sheathing joints, ext. door and window sills jambs P g p g Cit L [bR I ✓,5 AIA Y Contractor to install sheet waterproofing on the and head. Pack out headers and "blind" corners radiant heating and AC for approval prior to Site Plan S WPP Plan • Replace broken or defective bales promptly. S. Place the fabric b the trench t the bottom Code of New York State 2010 edition structural members before proceeding with , Dwr�L L � 1•-�/L folds across the bottom of the trench. Place � � exterior of concrete walls and over footing to 6 with insulation. installation. Notes and Details y National Electric Code latest edition NYS the work. Any discrepancies discovered are �! Remove built u sediment deposits backfill in the trench over the fabric to the to be brought to the Architect's attention b inches above finished grade. Slabs in basement to Gypsum Board G Bd.To comply with Electric -per National Electric Code latest _ P P groundline and compact with a power tamper. Energy Conservation Code and all other g y receive steel trowel finish true to 1/4"in 10 feet. yp p y immediately to maintain capacity for the the General Contractor. ASTM C 36 and Water-Resistant Gyp. Bd. To edition and NYS Residential Building Code. I Key Map = next rainfall event. Maintenance local codes and agencies having jurisdiction. Crawl space slabs to receive wood float finish. 9. The Contractor shall notify the Architect if comply with ASTM C 630. Cementitious Units in Clean-up -General Contractor to provide a • Inspect sediment fences periodically and an discrepancies occur between actual field Demolition -Contractor to comply with Structural Steel -to conform to ASTM shower areas. Tape and three coats of spackle- professional cleanin service at the end of tlhe r`��°Dc Once the contributing area is stabilized, y p p y remove all materials and rade and stabilize after each rainfall event. A36. All pipe or lally columns to be securely sand between and after coats-Level 4 finish. to perform a final cleanin includingDistrict 1000,Sec.s6, Block 06, Lot 20 g conditions and drawings. The contractor regulations for work on houses built prior to 1980. project P g the area in accordance with the vegetative bolted, leveled with steel shims and packed tight Accessories and corner beads to be hot-dipped zinc plan. Should fabric tear,decompose,or in any shall verify all dimensions and conditions in Contractor to protect existing adjacent areas inside PP washing of windows.] way become ineffective,replace it the field prior to construction. andl outside of residence and property. Contractor with non-shrink grout. coated sheet steel. -� Installation Details immediately. 10. Do not scale drawings. Written dimensions to llawfull remove and dispose of material to be Framing - Contractor to comply with NYS '�'rye = To Y/�t)wU� E C, p• g Y P p Y Ceramic The - Porcelain file installation per 1. Bales shall be placed at the toe of a slope or Remove sediment deposits promptly to confirmed by field conditions take removed from the project. Contractor to seal off nailing schedule. Contractor to comply with Tile Council of America's "Handbook for Ceramic ^�'r DFc�rW INGS FoR; on the contour,and in a row with ends tightly provide adequate storage volume for the precedence. If discrepancies arises based on adjacent areas of residence when working in the "National Design Standards for Wood Tile Installation" standards. Install Owner selected h1 job Max- abutting m: abuttin the adjacent bales. S1%�'�lC7URAL STEEL WORK �°� g 1 next rain and reduce pressure on fence. field conditions consult with the Architect residence. Contractor to broom clean areas worked Construction latest edition. Must be one of the tile and grout in patterns as directed by Owner. Use /�,�(z" Take care to avoid undermining fence before proceeding with work or ordering on at the end of eve work da and remove debris. Approved High Wind Standards. All nails and HVAC -Z uenNoRK G�YbvT 2. Each bale shall be embedded in the soil a during cleanout. � P g g D' Y PP g "Laticrete"products, cleavage membrane and - � � minimum of 4 inches,and laced so the materials. If hazardous materials are encountered the are to fasteners to be hot dipped galvanized or stainless RRD� �T TUt3E LAYDU7- ( ) � P Y PP g cementitious backer units. Reinf. Wire Fabric to be /� / ��!40 string or wire is horizontal. • Remove all fencing materials and unstable 11. The Architect shall not be responsible for be removed legally and to protect the occupants of steel. Framing lumber to be Douglas Fir No. 2 or galvanized. P/?408 .To SrARTiN G 'WORK, / sediment deposits after the contributing the performance of the Contractor 'Owner or the residence. better. Subfloor to be 1/4 " T& G"Advantech" 3. Bales shall be securely anchored in place by drainage area has been properly stabilized, ' Finish Carpentry -Standing and running � _ &2--h low either two stakes or re-bars driven through the inspected,and approved. Grade and Excavation and Grading- glued and nailed. Wall sheathing to be %" CDX P PP trim material and workmanship to be First Quality R�c�e AtE C.E, R6 wsF brzrw 9� /r2 bale.The first stake in each bale shall be stabilize the disturbed area as shown in the plywood. Provide plywood shear walls where - driven towards the previously laid bale at an , Contractor to remove and lawfully dispose of to match existing adjacent in materials and finish. �oN A c T SBFT' /0 22 l2 P Y vegetation plan. indicated. Bridge all joists at max. 8 -0 o.c. ate., excavated fill. Machine excavate to within 6 inches Punch and fill and sand nail holes ready for paint. Bt pc. DEpTlecv, /v/S�/2 - �^ 'b/At ADVA V� CHi TiG (SLY, SUB FCDR I wl r�ADtAMT FL. TUt3INS? i CECcs nAn i u I s&oweA 5 ZT.Gob PAT - - 54MPSoM CO �. 1. I i is i E! f /'�. 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F-6, Root Residence -7 cW3o4o 6315 Indian Neck Road Peconic, NY LL rrR7CA-L A1";1011zME1z so r-lt R, 0 R-01 1 10 fj <1 all G19 D- Aq 046 r-A10 W,914 - T V^T(C)h VE Y6"Sri A• avj-�s Fr -Al o rF- In Haspel All Rights Reserved.� vo 66A)7WcTpl,�, TO /AjX'7,9L4, 00-,VEI� FV TORE 00//? A"Wing ro J6. • "1Z Pz&A4B)AJ(; Second Floor Plan -ZIC 1--),X7-uPES c;t er-71 V150d9L5V57,_rM5 #71-?c, ,r,9,vs I- Plumbing Riser Diagram N67T 3, cl,65-�5-r 6>15r&M Finish Schedule Vol E: 4 Avp RFmovr .91t Exirr 1wrp,4FrFli�S syeAToviAlc Ian bwC, A 410 f� 00/?)Al G W,941 Second Floor F INFO OW /Zt G1,D S71CCI FRAME S -;;; 1�e-rR,qme vvlqi,6 51 P19.,�Aj 7' 70P Oil: NEW /?)0 6 f To M4 7 C H 6 x I Er TO/O of 6 . I_v7-6,k>,oA boo/tZS )y6&Dw4p,�: District 1000,See.86, Block 06, Lot 20 7, avittr C 6 0"17-.S- H6,qP7-1y,� � JTWE VfWEEI? C. 0. job Na' tio. X17-c)-irlv Y 6ATY- cAolpErs,couxirt-ATo/ps seal 4AJ gIG /I, ST,9jQ - xRk- dome thitab row A-2 m P1_ P 0 U 46 7-R.4,P Iq fz R"C� l T Trt y Avst. Finish 1 . . 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D61'r ro/5 /12 �• ADD /N'Fo i;/28/2Ol2 VF 7- PiD6 V jl?7 Ira .was el ArchitectP., C. m i I I SO YEAR WAl2R9 NTEF 59945 Main Road ��9 9101-ROVED LIA)DERLAYMBOV7 \ I Southold,N.Y. ]1971 l 1 ' \ I CENTE/?FD VAJDEiQ V ALLEY$ ' W 631-765-2075 -phone � I Ca ALL f RODE %/I)/VC 631-765-5715-fax 516-398-8753- cell A j pew ; I I SHEA17a1�1 6 ihaspel@irahaspel.com-email 2440 2440 I ' ';�g�-vMyl�P�Gou1TFRs V e r gDE s 7z VOTE To Y Pt nmead 4on3oQ l/ _ - _ I _ ' I C,Z, SrPI3-UP#' P✓c Srel4Fp C. • Vas _. . _.__. . . . . . . Root Residence x` - - - - - _ _ _ 6315 Indian Neck Road A. 2 I - _.L',_---.--- --- ------ . .-q ' LLH� r Ts V.Nreo if —__.. 2-14Ax-/, _� V Peconic, NY 11958 M r�FFT AP - - hfik. 0 ATI0H - --- - - - ++ --- --t 27'611 Cope I i d Copy fight o Ira.I'laspel All Ri0ft P"erved.r: -- --,-.-----._-___.._..---- - ----'---- -- __ - - fit. -_ > i x 6 C E,o 9R —'� j? i o!'D j>.y N' L -- i A.I w/ V2,, /�,o/z -Pi vs Jq drtw* . . . ----� _. _- ____ ------ - _ --- - - ------------------ ------ ------ Elevations �----_ _. -- ,.r Details ( I IIS - -� II � i � ---• 'II l � - � I � I ! � I � ; I (.-. -,- � � i I ii -Y r'� M � (-! t I-I t � I L 'Fix owtl-IT - F , t� 1,_l l Il t ;_�1 { ;= I F- i 1 I i I _ -. - Tax Map No. -District 1000,Sec.86, Block 06, Lot 20 C.D, FOOTING - —' _ + . l=_� — — semi �, e, --- -- UQIC dee =120 .6�/4//z . 0 0 WEST EA`T A-3 i /P4 s•s. R9/� 3,DoST TiaN ANCyo�s r-ayss/vx�x6 Y I i 7r-,If j! jR/b G6 r i /xio )6'A5'C"'I - CS,l)A/2 i2 -V/Q/ • z//vc r (n C ,DA S°fF/T S CrrP.) - Novo 6AcK� 1NTE'RS,c7jIuQw R/ngES i / 12 g,2 091 -rs'G �osiN --fir----- , 7Vf 14T FP I � I ! t p„CVV � A CVJ i A t W _ �aiFR I AGWGw .Grh► I I 2@ �sao•C, 3n4a 304 _..... .'OA0 5►n p SvNu�6 , � d - - '17713 _777 T --- ---- — -- -- ---=- - 47, �- ----- hf S i 4x6 1Q/ SiDiW6 ScFPT' /'9nrEt,S✓ I I i _ t � Q iI , � ► _ �WP,D FwG d CO FW G D I -.__. 1 — --- �t�lG _ ; Q I I GO IIA j GA/z Pof?1- s%v�/X I I 33fl 5 I I 111480 4 ,( I 33�D S _> E _F415 it tL p `� t �Ar/a C i I C o:y IGf o rU SNe F't r�P i ,� I I `' I "c�i I SSD/N 6 C r YY) NOTE :' 1'r/G/A STE.EL f/i � I I I ST,evcry AL SjE�G /2/OGF I 7 x 1 ,- } -fix/sr BsHr.' 74 , I rL#B EL• t 3,07 - - L -4 `� A1-✓lint/DnFv/vs. TJ �zs + PA u 5 oTti1 �� ExTDoa 5W�/oNNw TdB� �/vJ�TZ sv S�/` CRTU /Y4TE GGLAZ//vETO 6F_ A/JEr71976 D 5ET L a/5 Ji? 2. /?E V/sEz 5 T T/z uss E S' h S. ADA /N100 _ _ �,►6�40 .I 12 8 r-- � , �� ,. fra, Ha el �. + x • / I �'�k 6 �y 8 ArchitectRC111110, 59945.Main Road Southold,N.Y. 11971 1 ! r`� I �I 1U .ti 4 x�8 __ ____ I 631-765-207 -phone 1 I � 7x4 " 631-765-5715-fax ry� f -O Q-• s I q 92caM C 1 crnFvlt,d(SvCtYP� 516-318-8753- cell asps vv 1✓ Q ! f�5S >r 47, ihaspel@u'' ah l.com-email /g / 44x4x*7y'F116 ( _ HDRS t i I O p .. i 1WSTSPJR CE TYP `rrrP 9oZ1'o►'t ' l-- ZI i I - N f• HSS e,rc.4 X. TIE 6M WEI.Dv I F 1/� =�- 112 2 r �i2 /4 5 �ATI;S _ ' I Root Residence . ,,,,p wo, — 4 " i ? � ST• � t '� �5 6,c4rc6 -TIEt�h1 ( � I Pl•�TBES C7YP•� ' N � I � 6315 Indian Neck Road t Ir I ( I i 1 i \ W Al.l. �,� I , Peconic, NY 11958 I o { o ( Iri _T rL }►5 S 4 ><6 X.9s �}-�c 4 x G O = h x _ v k i F PENE'T/Z r/o At I U 10 �- a o P.�'ct -WELD CTY �I x ! I RI;NG�VATI o t� Copyright A Ira Haspel 1111 Rights Rtserved. '. , ' -- 1 ►�- -- ; ---- - ' North do ► i 1 i-i , tt; �/ SLXy Xs�(o sT ►/ " 'rrtl FNO, VV ' - y . ,, y .I L -. 1 J Y L L Ll L J i -Ne-t D Ta sr cab, i 1 ( 2 8 2 '�'( . WP �_ �, 1 ►1 1 '°'t°"G' Steel Truss Sections 'r ` r-'r 3'-�a w/4''��"xll" — 3 4-3 . p��,ovrr-c'ry? Details 4-11 4 ,► r TrK asses no.: 4" _ � - 2 t�-5r - a" 4 Tax Map No. -District 1000,See.86, Block 06, Lot 20 s I w14• NA x1'2" 2+C/D STEEL F/tRMF i ' I � I � PYNCHcR 1�a.rs br. job Na I sealEj 5ASTT ,BRIDGE FRAME W S7" ,KIAbftiDGE FRAME 1Vo` T;W V5E'L r178MB SOUTH s7EEL FIzAM.E .arc m 'taaK/a�e6 NQRT�/ GDo/1/NG soul'y _ 4009IN G ,_,A57 A-4 '� P4zN' S-7X`i _ U� TIO Ay w5tD5 (Tr n - - - 1G/ T% L FIS M S /v _ o NO F 1� It is A violation of the lacy for am person, unless acting under the direct supen•ision of a licensed architect, to alter any item in any prat; bearing the seal of an architect. If an alteration is made, the altcring �! �. 2 4.9, R914 PoST5-_ architect shall affix to his item the seal �,gL7 3>_ 4CQ @ POSTS and the notation "Altered by:" followed b4 _- 8"S,S, L`ig SIF JtziiZ his signature,the date of such alteration, and a specific description of the alteration. 417 - - S.FE :OWG; O° Foie zve'C'USIONAt _gyovr- IPa.07 'PD 7'CH -t ,d AVO CE yE/G147'5 Ifn_.LVi RIDGE R,R CT If ' P Sa-3A ! �IP1'EGR�AL FPAM S71-L PAN rL19SN//4G • tr _AM1L- EPDM ROOF/NG.2 ell ! AcC65so�2�cS 0 Tt -- - - _- i W $r/4X G MAY, Pc-cwA/G w/ 5.S- FASTeNE.4�s 3-2,-� Hca- ars/ @ 16 Mo.C._-Miv" OM7G 4-PDM PAD i+ �� M tI I d \ r4 1/21A 112 M, Ixf T I �-TSR J TRIPLB L/ L p.LtlN. SLS D pale '3-'2,s,12 -� �,�� I` 'I I l I ( i 2= 412 W 1, 4 GUITErZ _41,k" LM I V5NTEb L / I M�� 2.13/,4x5'2 6vL I VC i I ` SoiF,T It H ,I /I /- Qa 1Go+ aC , II i CTYP,� 2-13/4x91/21.V1 3-e14,�1I b LV4 �.T.rP� Ix� /"7.�P• GTP• / ' � (6p G►C. uND�IZ 1n/p'1.�5. Ij;HAR�I�PLANK" j'e/VFGS 3 �I %11 3/q x _ �1 �SX72vv� _ j Az Eta F 5 A ` /� G 1 ! SHEAR M94 -f� PQNEt — WOOD - (' WAtI. j'l° �t9rE 1 I � - I'y N T R'( III R-/3 t �L�Tpo1-zM S - _ ! /..81610 /NSdG ,. � ' � �-30-�, _ ►I I _ — — — - - - �_._ i � ��i CT l0� Ca UPPEjZ ��i G�' �W"7 4 w 4- ( "War. 12A8 ca - 2- - -O4 T.�D a�R_ W/'ltt. �f'.'#c7"-STr UNOE/2 -)-RIFLE VN0812-WAI, S TCK ro DRAINI W-4U. PtPE To DftYwEb� SONG . "IST. - CNI:EI4 1�9MT -- WALL 21z�. I ' rcA3H rpYlEr+�!' No(ITM WAIL �oTSCr0N SBD Ira Haspel L - ArchitectP. C. \ �tJgvJ CaNc, f��- - � Olj�.J t IO t I 'E�,vu M I ��. #'S�R�,S�RC� 6",�.w' 59945 ,v A I t Robb 5dLJTHO1;D, MY 11971 1 -- 6031.765-2075, yell-516-398-$753 Ax-G31-76D-5715 email - 1HASPEL it 1" iASPfL- .-COM OF ------ - „ Project name and location: ---�- 178 6VL 1t�4G�- �•(�'ex 2dlLvl �,��E e �x,s Root Residence /2 A7 GL YENT "I�!L3GE - I� �/EW - - -- 2I 14 Lv`' t�tDe�- f,oar*vsnr 6315 Indian Neck Road Peconic, NY 11958 - � •; - -� s� C.re (C"e.c. (Tyr.) I r t2 - 12 = ^D01 T I O( _ - ' CLlncr►ecl (TTpI I— o - -'� tG d, �.CZ: 9 3 -�i�o�I^T.! oN -Q*G µ0R1:.. �t912_-_P19N£[.S i2- I � � CONSTRUCTION DOCU,\lENTDX1L i-a �-;1_zc•rrPJ - >� - ------INFO - - - S7o R• -� -- \ TTP. 16 s\� HAt,1. t91<tK g, /?L \ p / \ �18NTED 60ffIT �.� f2-22 - fyA3H• =O _ K -� ' c�Ai3Lb ��il� !4 :r_&7; RsrrT'-ser -�,c�2 l!?G•Q _.VPSET HpR-3- /A�11��81•VL (ryP,j N + I 'C'T 7r,) - +Xfi EA.SAdE of/ y- - - - - - - - ► l u R-/9 -� -- - _ E74ST. 2rG 016"0.c• '� 1�8_I.v� � " -_�-�4x1�4W6 3'13/�SVI'v1. STE/i v 2 6�16b,c ��- h 57 >t 'Z=f'�S>z91�2 LVL @ lfo e.C. I H ' $x3 X/ I It£NTfD ( ! // TTP>G X �+'r(', 34 _ +?? M11. � 4 — �:�, ei Afss�f+BcY ( I S irr III 0Nvr•R ... E?aM @ 16"o.c 3W-ISVLT THA v I i C_ryA +J if N G ! L 2 +�Kbs IR,R. i �tlT( I I C-^3 'OM z _r4p�jeeo /i - 1_-'1a-�a�7-s HSR J�ATEs l I "j - _/z�q..tG.S,E, st,E�PeRs �DVN� �9/?E7vv 4TivN 1. 6 MAH.DECK �g Ptlwo S}{6/.C! i.AwAI-E7's TYP) t`�F C;0,o I�1IV I C j .. ct oAjZ ovEie Copyright r Ira Iaaspel g ,Q�cEss ,do�Tf/E�O I $'S, OF :ill served. . ---- Rights e Ail Building Sections EXI.:r2 8@ 16 '.,c.-y, R-30 -�-'► I _ — -- p/TcN I ---- Section GRAo>r � _ �_ rN f I I •�� r- � I , 61 z I Tax ma no.: -- - - I I P • GYP,BD,C CIG i� - �f GshT I Y ,. NErJ on►/c. Z" I I — — —. f i Tax Map No. -District 1000,See.86, Block 06, Lot 20 NEW P4ar I — - - . - - - - - _ t _ -�(� .1...�.� __ L ► _ . .a.. -- --� � — — - -r— - drawn hv: loh No. Pt`W AfL"2t�/[r0 c� T Cove• seal ' /�TYP. /?Crop �r I W I � AtC _ 5 E C T 1 O rl tk ry.._.._ 5 h GAL I�_ MZ` . .. __._.�__ _..._. �Q.� / driwmg no A-5 WARNING: It is 3 violation of the law for Any person, un)-ss acting under the direct supervision < i of it licensed architect, to alter any item in any way bearing the seal of an architect. " If an alteration is made,the altering architect shall affix to his item the seal C° and .the notation "Altered by:" followed by Ilk his signature,the date of such alteration, and a specific description of the alteration. . - n /?O©F COn1ST/z, yVOr74> a " A/R v e,&)t' .r+Ucn P/rcN $D yr. 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A)IYwo, SIHfATH/NG Peconic, NY 11958 • � I - -5-j6ol, ol�rcHeal r- �- /-` -'\�_\ _/GYNl5PRAy/NZU[RTIOIUA-j0 / \ a "'G Y/',Bo, I JQ-$ -/ RI6/D ln,.SuiAT�o/v ADD I T'I� N I ( I I � / / \ \ ;, ��j'yvc�'/!"cosiNE'/tc•aG w/�,4p -- rzEtJOUATION DGE \ r _L. 1 TAPE- . .1CvNrS Ott/ 1 \ \ /-6 S/e4AJ" CONSTRUCTION DOCUMEN-r DATE W"17'lll KR /2 # PEVISIOl�S DATE t -C-9 ` =O \ \ St S, r6rMW"s .�w� /,vto. 9 Pis 2 QJ1 / ✓ O Ail r \ 2 ADO' ,NFO. � ® `'. ' r � itis err: �ra1l• �\ \ v. /o /2 - / ` coivTiNGE m ' C`� _?.c 6 iG'o.G. {... SDP R9►t 0 3/lAAS v \r1 - — ;- 1 I — — — _ i; lCy'o c . Pj 1 ' AO SPL/CES4z 41 I \ in 11 '_- ? _� >�NTR•( I ►- LtV(NG 1 .— _-- s/ r' I I C9 m O I ySS 6��Y{6 T/F L9M OD rP I _ I I Copyright o In Haspel All Rights Rescrvcd. - PAT 10 - yT3�I IQ”T O dnw*title: cuz�r _ I - _— Buildin Sections ,ray Ty DR9�M> L I -9,1""T7C. Z a I "e.G, -� I I II 91/,21'T.1e r."* C "o,C '�- %6"M/r. rP z (r)-Py I ro OQ<a, 4 �'; �/ i 23U SEjf1E5 I v 230C-F-Rfr.15 7 �► c9 I �-�o I x'rYP e�,-IVR h �� _ _ _ L_, ro I I �R oboe ' PPSMT' L I rlucm.puo: Tax Map No. -District 1000,Sec.86, Block 06, L,ot 20 S M T I +- - -4NI .i a l L, f 3. 0/ / rY, I T I T - - 'I _.__._._ - I -T �+ ��MOV� �X►ST r0�/ - - - - • y-. ~� --- .�. - STA,// �' LONG ��--- .r_--� 5�-,w/0d- seal obNo.: CoNt, CyeeU wAlbS .4-1l ff,w Cryp) due radc E T11 �a Hry ��?ID �F KITCHF.r'�Z L'.R, �4 f Z2 z1 _ � GTtCDt`I '�^ry �TA1 �? S �a SECT� C� M � drawil no.: • r ► 1C So y/e, WA q/?AN rcE WARMING: RSAN9tT SN/N St f5 ,�Q/n UE�/T M v T) p/rcY AsPyAtT SHINGLES It is i violation of the law for any person, AP/'RflVE� uNDE/? L AYML'NT F/ 7Z-A. Ep`ll—F V/D/ //y Z,AJ C fPPR OV EO unless actingunder the direct supervision , yE/JTFC 1q)ADGe ►✓////SIl Sq&eEnv rYP,) -14 /4 ,CVL /2/OGE "w. 1vFArr/�/z wArc�/ E9Uf s of a licensed architect,to alter any item A SAAN A L T /z/ GE CAP - in any way bearing the seal of an architect . X12 E>�PLY SYF4rq,, GIf an alteration is made, the altering !/Q"ExT PZYwoor) 5yE9,ry1,VC ,� il GE ('TYl>, architect shall affix to his item the seal A/2 io C.�9,2 and the notation "Altered by:" followed by / �� 1 x 3 �ix sprre� -x lr9�E'.� ,l �9se�A 91MP50N �j21'2 his signature,the date of such alteration, �- i and a specific description of the alteration. 4 _ s uaf7s�/A YE�/T�D .S�Ff,T-cEOA�!/2 lx nP -t/VSVtAT/d�! # w .BRASS /.�SFCT SCREEN I, I Z F/u s tH� Y/�,� $L-OPEO DOWN _.__ . . /t/•o re" ' rz o " SFE DWG A'4,,�v ��vlria/uAl, /.vfo i _ oN c�TFE�,QI6/o FRAM � , - — %2'6YP BD, T,9 PE ► �A r7-EGt / SPaCAti CTYP, /X G J�f. COM, CE•0.9A �PPGti �Z W; 10 RID GE15ow0 b0i till,U2 GYP. ,BD. -TAPE AR /x ,6 -s,�, CoM, CED" -T YG V ,lo/NT l ,4l9wk /O�oo/it ,4R/V/,.pl� v,4 EjQS /Z- 34 Irvv/211TE-1/ /,vr/-7ivcTlcvvs - % L _ I 72D MPh' NIN,o ZDAvC- END RHFTEA2 - L� n GDssfT ft ro oPp, 2' s/16 paws@ sTEet 3-'�A ENo/plFrfP -1 Ttipc£ j Birt RAFT£�S : i w � � l7ort r1�rs5 I -!2)1 G /No/?/2, w/16 S7' ' GussF7' , r'v ENo Afr sod/a 12 _ Co12NEfZ fISSEHPGY ( +� I (TYPr� sE6 .S'E�Tia.v U, O i Fob yBD1T/OA)4,L _ , j /NiD�MAT/a Ir 1� t Z O I V• I �• !� I� Tra Haspel 9 � 3-12,c 10 IR.S. / 'P/� /NS u,c A i/a N BAFfLt�• -CONT 'WEAT,/e,,¢ PVA7-CY A' V,o WAttS I C7YP.� i TR#f1r1E / @I�iA M/Al /8" CT Y/') _ _ / _ 7'Y/; EA:eAY °•c - / �2�6YP�0. 75t, - - T --Z'9 t f}SPH�tT �ZBdf/N6 Architect'P. 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Raorr.? � ExT PLY O, SH,5ArA,vG !� P/PE To ORYWEt tS f / lode G'o.C. -'ilea CTYP,) TYVEC� coMNfAQ� - �,c3 ,BAN4 � , /Od'G @,�f'o.C.-PFR/MtTE/z w/eAP w/ TAPE 6315 Indian Neck Road SUS PASC/A /t/alEpi _ g� N 2x3 @!6 C. JD/NTS ¢IN/NAgw Peconic, NY 11958 CF,D I .rFE,�YitG/NG Cee-r/ovs # R- C�- SrRAY, lNSol., _ f,DR ft4SH/v6 SYSTEM FASc/A - gyp �� — 1 Y,c CE'GAR 5of�/T 9ND /��N t ) //2��6YP.DD-T�1,aE'�'sP/�c,�LE. ,•..� ,� I ,/''CONT, V EivT CT Y P.� S/�,HE9/2 Wi4 Lt. �YwooA LE✓FL 9 fIN/.*H' - RIGID A4511a \ P� DD 1 T 10 lel �{ �R�}SS /AvSEcT /c EQ. R-$ M/N, �O _Sc�2EE,V M rDR - ti F— Sip,w 6 to CONSTRUCTION DOCUMENT DATE + r # REVISIONS 00 H/ING W Ott �X/ST• OXY&/r0'O.C, A +�•• �\SiN1P<PoNl�H77S-@ F'�N/.CAV P'LDo� W/ Rf V IO S /2- G "GYP,60, `•i Cg4A1 ;S e1 DooRs co/vTAlAc r s� ro ! �fi 7YG.S'NFAT.v/NG a r /NTEC/t flL RA,D iAn/T HTG, "TrV�G~ /�x2 2 P9/N?EL� ��NF +„'* 32-/Gd SAIIA E S fL�9S}/, PAr/ SYSTEM ( 1''RppG/O //VSV6 Af/-VW zoas TRol (a'yP) '}. S/DING j/N/SH F40 I ';. Nr G ExI, /�tY sH. R/q4/9NT Fl./4EAT/NG '�' G/-UE NAiL 3 "tH, CUT .81 UE STONE P9Tia — — — — — —-- y -- —— ---- — — �- — .�,— — TisNT'�i�tS sEJ' iN rAAvp _._ _ PiTr`H ro s�oPEv ,QRA/N-P/PEO n - _ Ta A?Y INE6f.S r2�8 Ic o_c /?-Bio i �,R_3S- 3'/ " TPI �16'0.c I I /e-.3 G] '� s19XIt WX '� @ R`38 i -• �. - �'w1vDOWS ORS,70 z_ /3/f px 9�12� �LVL ,RiM Jo/ST CT3"P,1 • � � - . . . J TWIST to I 2x6 A C Q I$ATI< & I) • f - 1 l� S/L� S&AL Y cOPPE Fl. •�I � ` S (Copyright e Ira Has l All Rights Reserved. f A rrij AR Corr H£ET WATERPRaofIIJ6 To ToP p Sh Pe �I a GRADE I S/6A�B,La 36 o.c, of fLoo/e sNEET�N6 T EdN @ 32 "o.C, To SoriD 11 I w sNcr/zS A=1 �CfMfNT 6oyzD - MA5DNRY (TYA) // c,J , i 2 6 R�,aA/r-coNT, �°ToP � " sroNE ,�PRoN Wall Sections //2 r7'PE M/z GYP. ,80 • -- - — 46X l S T► # rtl T'9PE DRA/N ABG ,B/iC�f/Lc Details - ' sMT 8 s M r — _0) Continuous Load Path --- I , CHEEK /UE W '�q �E y1/ 6"co/yc. FND. Wq1 L -3000 P.sr Tax map no: caNc, �xlsT, � WgAtS (2-RLQ.) Exlsr 45./C/lu . A.A ,85I''I T �jSI'1T I # �REB9R @ 24',c,C• NORi2, VERT, fNo. h/A�� _ _ � —'• � I i f Tax Map No. -District 1000,See.86, Block 06, Lot 20 -- - ,� — — CoNc. /ray? AOD/T/oN'At I C`*IEA< W9t� /�VFo/1I�9,9T/OIV � I �� S I 3'EE SECT/o1y/ ( _— s err WP7Z ji f RooFIN46 - (T Y-f;) NE►'✓ �8 ,Dow/Ft S ��'' I /6 o.C, V6-AT, / ( /'1 EYP" JTZ._ 8'x2DY CONC, FTG - 13000 PS/ seal dr""� job N°: 67Poxy SeT Tv 3,74 Et.r ��zs-j i ) r � CTYP, CMU - - - - II l/ x ; x I r 3' $�AQfBAR LONG,-�`S�R. TRBAvS�' 24 e.C. R' X x _ — I— � anlr. daec y`�CiONC.SL•98 -2600PsI I ��;'' 11 '� g/18/2012 - - - - -1 -- -- - - - 1 - - --2- I GM/-L V,n . -- -`- - Api C� [ @ ATTIC I 1 C SFf sE�cTrov �'�` 6ECTIOri C I ��l, .LY. 5E C T i O I C" ) , A 75ECrIO l �r /T17�I .LLi �'! / APq#Hgr! Aj WARNING: Sao k t� X40 r2 a GE LAP 3-2x/O ewb -RAFjE/2S It is IL violation of the lacy for any person, '-- S'cRFW aa.Tr C' /),Dcz unless acting under the direct supervision of it licensed architect,to alter any item 3.2)K6 CoRIvEA T7v0_r • 12 4 OUTRIGGER R I G G E R @ J __1Jo�Q H f ft S[ _ `�Sb hl" _S c/?F eg DLTs in any way bearing the seal of an architect q,- If in alteration is 124" o.0 CT`s'?•> h ��GE architect shall affix toah s itlern the seal 8 +2-16d To K•t�, s and f llowed 2 }I U'210 -/SEAT Hs the the date of such altey on, 8 e ADD)T/orf' -1r01'� 131-OPE-0 001JON WIAPD noT s tv5- n t Y P, - / -- sY '3-2�vL W �'�"�' and a specific description of the alteration. 2 x- sve- f2A(t -/2 134 y I1�S liV(, ITIAGE S oP,D Dowty WARD ;5 >rj M '� o/f3 R. Qo v to 1'� 9 t2 > a h�Q 6E LINE Cal aJE1z HArt GS -�'T�1' @ ADt7, �J IZ t Nfl Of L VL-,Do 4'91f- 7"�C6 M t A-7taco/ ,D owNan� 't I D yvl 4 DE TSP 3Y► "6xT• PL � 1/s1�Pro>✓ 7DP rJ6AJC.0 --� I `\ s_yl3 FAScfA 3 C1r�ST�N yA CF�2@ TR�HNs �i 1 E'w ?-i/,��16� I.VL RIDGE OT SNotu ; �9 �0 2X4 •evT-R%GGE S \ I (2"Z4110,04 _•2-1601 I \ i Ha�GE f 2 q iI H R fZ/065/I/gLGEY 12 0(2 16 6.c • , ,�• --V0iq sy Sto/>FA SKE1uEQ CrY EY-�-ST,� Y ?rU4j; R-ATE f + ,ILD-our I �.GussrT ftPATES BOTH 510ES - +1 L�T•j�L`(w0 I I OF A�► Do(�r'�ERS - a0 • v , _ _2C� u�2 6�w 5H£AT}ilr�G -fvL-, FtGT. I� f— _ SuQ�`l/T SHOP DRAW-wGs Fa/� Tbr 8d. o.6Af.u. NAf's R - T11%-�-�6 "©.c. B.whY SNDA 3-7f(o NflRf2.� \ ff,4B/?pCAT/o/V • - 13f111 D ou T- ,W1�Q HAVG ; �. ,. I y2AFrvI', ro P�pTF/sru o ,SIMPSoN �2A �7WD SH�/*Tfaft�lG �f'YPIGRL teAT-TE(t Tic oW j l T-epI CAL h / I - -WEbDS�+j rbr(tEADED R� c520 I F — lbuluD ouT _T+� R`r.'D (•ryP.) / ' .tRct<S • �coSff I 75 ' xT},,�,+�-TMTf.t i7IJ- L�S-Z 79 i 11 3 0 IV ,c7 cry F. i i ► -P�TR�1u9N -�,�8 wr,� j.�A,TF-S � _ 3T221 yCTYP� w LT-D1460.5 t-LATE �, ' ' X�CR.>:ws @ '2Qho•c• I I I� 3.2.E 1D �1/2'' �- -�, R'R• Ira Ha sp el I N�TGId r - SKEW ED III r � sFr M'Zro D.S. - 1 CTYM .�.- NANGER _1V44C•rYP, N2A , r 0520 _ ��.�� ArchitectP. C. _j 1 LIL 1-17 '�-81x1'1¢ I STWS To �OwE� STuD3 dx t�4 CTY P,) _ -----;;/-.ryp" lT 59945.Main Road Southold,N.Y. 11971 631-765-2075 -phoue - • �E-E ,dHLG f�'¢ Pop `'- CTYP•� H-2 _ _ _ II -_ X31 765-5715-fax l 516.398-8753 - cell • r SIT%4_N/ib. INFO „ I a / ;naspel@Irahaspel.com-email ON RIGi!> ST6Et _2- Vy'4*912 6V 1• w� CS-2o✓ ?x_ sus FASCIA FR AHE - -- - I'tor SHowH (T`r P 1110*t Mane am 10cw0n: No M' 'v°rE 75 FT 6")QaElz Root Residence ' lz9TED EXT, p[Y4v0 \. GE/t1NG BA"►S e_ SyEATN/iyG �-1Od H'0'Gg4.V. '��`�R'�� °°�'"F� = 6315 Indian Neck Road ` [f�a•G @/'E/2/METE/? - an�tY Peconic, NY 11958 (34w, 0 GC. +cv - tYP�cAt @NEK/ Ex T• SOD 17- 10 H • e AGC. /IvT. XWE'109/7 v✓ALbS _tri 0VAT ►Ori 0 con T- NUOU5 MAD FATH COMTIN UOUS2 4/'�D PArP -3.Qx4 -- I C 5 2,o C Tr R) - 1�,X cJ T I h G 5T K U c TU R& CONSTRUCTION DOCUMENT DATE NEW ADD ►Tf ON # REVTSIO\SDATE om so 11 I i Uyirl Psofy j -- MSTC2B 7 __ 3G - l6d SIN wsrlks iz TYPICAL @ DoolZG 516 (rYP C i __ Co(zNr�2 S e EXIsT Pi/?ST fGo w L Reck @ 6"e•c. Copyright c In Haspel All Rights Reserved. s II II - I5Iyli- TIF,'pri dr+,wit�tidt -- — -+- I -I ► I i t l i � I I I 11 I 1MPsoLU24 I I, I , Z><4Acc>1 BAND Continuous Load Path Ir i I —11 q N.n,GALV �ol-Ts 4- I Itt 2q"o,e xr.ACa& \ Framing Anchors 5 g A,g. -3 s cap- , �` �a T # ` L WASME�S � ' LL I`Cj,l'iPSOt`l'l •' �'� - f'tAt1/ 8EM/Np SI DVE/? -�'p$T b r~. 2x/2 x12 /Z x8�c12 S'THD14 - ( ,�_ FJA -2- �2Ar�, f3nND NEW Fnn �'y,97'FS 8144TCS- 4 124-164 SfnKErz5 51757- 45 " g-o, . x1'1 I y II I ,r . �rT 5- S/g".4-)3, f "o,G. Ca EX15T I 32 , I T'Ux MUFF no.: �/Q LoN` 3/Sc x/2 A•,8. �tYP.I f Fnv. PEER@ T��I6^� �� I I I _ f f Tax Map No. -District 1000,Sec.86, Block 06, Lot 20 A1161%ry s•Iac NSW POO ft-, RRAHF MoRNt�s I so Phase: seal drnm br: job No.: 2q'1orc, -HoRIZ, I I I g x 1Co VERTicAt I I c'o L.Vp`R w/ ARk - deft �i5� (Zt%�v14R EDW i I !1 / r► 161,t3.071 I I ��-3.74-' �- r- 3� =1_p 9�is/2012 .I .� .I .I .1 .i .( .� J ,I T fPi CAL t;TGK) STFUCTU(�� A-8 i • !i I I QC4 041rAICG6R@ T O:-STEEL R/D GE 2* 12 R,R,@Ilbuo. c, R/pGE tII✓B h rf+1 fi rl r�#_6 x 'A/a - l �t t• C'� Y!;�I�x4D Iz i D 6 E � EBAT�s 1 - - TO, LVL Ta� lit U- ToP Ji/OGE —� If 2x 6 Cal t s1/Z TIES LU 6x6fy2 ( � /-� w ' �.\ � 3-13�► � ilk �v� I I �,� I I A I 442 / "° / poi r/ON tuQU. vb.s. ICo"o.c. / '97T lvorF,' �OaF PiTCy£s �TbD� WA�I2 2 ft S I I I - �-33G a 52 ►-�� -1 4q_ o i y,I1F, 33 - 4 2 -30 ku W �°� v&A7 141- 0 t/21 V,t�F, r� y C, �asr �sss�iatY I � 6 sow SyiEWS - i 7X4��a - . Lol,Cryp,) �. .1 C`ONi,K �cT 5cr /C/lam, �l 118 Lv 1, �-- I f � 9 Ira Ha ' s el - I 7%a, - 3 �� ArchitectP. C. ' — — — -- - - Su,bFL oo/P �. + - - Ii I j;'1 -5"45-Main Road Cal - j f f II � ____ .•_...-,r,�_4.�'4�3��2 x s�l'�, _ Ta:"Co/v c. ,� 11 �p, �n \ ,� wru> To sl:Got, - , .d i g- 2 K -- � I b31-7b5-2075 —phone. r-'r/q"d c`r = - �' 631-765-5715—fax 5 516-398-8753-cell I ihaspel@irahaspel.com—email 0) S%Z 3 -O Il a, 3 3 , o R o. 3 3'0 Ski I or;O �,\� • f Root Residence F.R, -► r 6315 Indian Neck Road - Peconic, NY 11958 I -- _ Ex Is T,-EL+3,77 71 O, st4g � , r- s _gopMOH -ft. t`3,O7 I 2 -6/�9T�S (TyA) � r, o,s�sF�oo� — Coppright O Ira Haspel All Rights Remved I 11-©„ Dimensional Plan and Section ! I 5E CT(O � t�,�-� Tip � C�>✓ �o�M�(? � ��: - Tax Map No. -District 1000,Sec.86, Block 06, Lot 20 Ptx..z: C4, 1 br ab Na: Dimensional Plan and Section ' 12 G�ie I •o „ &W ' -_.1VOT£; S�'� ,D►�/�,-�8�� 4l��DiT/oNA� ; I D - 1 I I Site Data 1V101r It 1300EN 5rrl" AF_V0CA8LF_ TRUST .3e X 0 I15^_ /V OR x � 3: Area of Lot =75,441.56 s.f. / 1.7319se. IrIVIO Pe*1 le, av/ve'D END- STKOEiw .601 C1 Existing House = 1,157.5 s.f /V 346 .3&,E FS. M.F. GAS 7AHk__ : E #I" Existing Attached Garage = 337.4 s.f 4J X. wiftf., '106KCS Existing Garage = 404.0 s.f. W 1^1, Iw 'IN PX W ExistingPatio 170.0 s.f. IF jJ010 + AS % • Existing Concrete walks 225.0 s.f. FL1110E 1-14.91 3001 . Re i o c,,A ra o 10CV Existing Stoops 32.0 s.f. W611L COV c. d 44 6 1 1 , NEW 1-1/ FIZAME 1 4. CA e1n 21* Total Existing 2,921.9 s.f. W00,05D AREA _GA N 0 t 11 0; 6 G4/ZA C C3 GAs L.IN F, PRO LL) Existing Lot Coverage 2,921.9/75,441.56 = 3.87% :T 1191RE19 or EXISTING ON DO NOT PROCEED WITH $#At/rq ra y 0 Proposed Addition and Carport = 1,652.0 s.f. FRAMING UNTIL SURVEY "YAW 39 APPROVED AS NOTED % Evi5riiyG I U3 Proposed Patio and walks = 1,064.0 s.f. OF FOUNDATION LOCATION WS oe IL UJ 3< 1 LIONE A7� I sry,-FJtAm1 �A/ 0 U Demo. Exist. Attached Garage =(337.4)s.f. DATE EIP,# HAS BEEN APPROVED. 4 n I- Rn C11 tu U-1 Demo. Exist. Conc. Walks& Stoops ,JZ7 Z L L>IZ I VE F. ru.*11. Qi/19k -4ri -o 0 FETE, 10- ...BY PLUMBER CER TIFICA TION r 01Rr 191-?,QvE =(257.0) s.f. E)((S , . .1. . \ I- NOTIFY BUILDING DEPARTMENT AT 4J Proposed Decks 168.0 s.f ON LEAD CONTENT BEFORE I 705-1802 8 AM TO 4 PV-FOR THE Lo 2_1 0 CZ FOLLOWING INSPECTIC CERTIFICATE OF OCCUPANCY It )NS, Proposed Lot Coverage =3,447.5 s.f. 1, FOUNDATION-TWO REOUIRED SOLDER USED IN WATER 4r FOR POURED CONCRETE i I OW ®r Ir .. = 4.57 % SUPPLY SYSTEM CANNOT rj Site Drainage 2; ROUGH-FRAMING,PLUMBING, W66%, AL&CAUL ING EXCEED 2110 OF I% L EA D. STRAPPING,ELECTRIC C-r '0'4 -71N Existing House 1,157.5 s.f. -41 3, INSULATION WOODED I W IPST 10 4, FINAL-CONSTRUCTION&ELECTRICAL R pe Existing Garage 404.0 s.f. MUST BE COMPLETE FOR C,01 PLUMBING 0 WOO D SD 6? 11971 Demo. Attached Garage (337.0) s.f. ALL CONSTRUCTION SHALL MEET THE V> ODES OF NEW ALL PLUMBING WASTE AREA Proposed Add. And Carport 1,652.0 s.f, REQUIREMENTS OF THE C T_ 1 1 0 ft- .1,064.0 s.f. &WATER LINES NE PS ``Eq YORK STATE, NOT RESPONSIBLE FOR -ED oil, P E C 0 N I C Proposed Patios and walks TESTING BEFORE GOVERING A DESIGN OR CONSTRUCTION ERRORS; 0 Total 3,940.5 s.f. LF.. RETAIN STORM WATER RUNOFF 4 DOCK X N_01� We t P"vide Storage for 2"rainfall =0.17' PURSUANT TO CHAPTER 236 0 1 J, g J `a'-AI i'il 11958 So was 0 cK 1Z -:z_ 0 P.4, W4TIA' CC' 3,940.5 s.f x 0.17 669.88 cu. ft. OF THE TOWN CODE. rE Sr Not,)Ler Cn 25 Use 8' dia. Drywell 42.25 s.f drain area/ft. ICAx Poi r: �44 C",L th -T 0 669.88 c.f. 42.2 15.87 v.f 14:E0aVF `")I JT CEFRT�, ICA7E poi£ W %�o ELECTRICAL 'ex,�Sr QUIRED :kPTI V7ECTION! 7, F- Use I -8' dia. x 6' deep drywell 6 v.f 0 0 -4 LA X01 PANIUY % -4 U 41 0C\J 1%3 R 2 - 8' dia. x 5' deep drywell 10 v.f. 0 • C qWAt-Jr tva W CRA V 5 1. H X a T. C^ to I Total 16 v.f. 4 .) 9a �� .67 91 TY W % lk DW 0 30c) AN Note Connect linear patio drain to drywells G 0,)y FE WIRE 0 W. Connect Basement Access drain to drywell I W 4rob .40 ,S 3*45 3 0"W 0.1 W --------- k2 I. lez-2 r FEMA-Zone X G.4 51TE Q 4W GIRT ID11-\11 xroAqff 15 tllGqr or wA"*r-) X • C4 Zone-R-40 POi-E,., ____ 015 .- ' O -_0-91ZK 8ROL0,9M OL. AK- !09�9EE _ i S*E11 H 0 G NECK ' Storm Water Pollution Prevention Plan (SNVPP A 'momy -stiory ' � I I 4 0 re,Ir N ID Sm o P- B A Y Provide drywells for 60%of driveway surface area Z" for a 2"rainfall _-_�840WV PAtr Area of Driveway SX. Hoi4 SE a w�Y FAIE 7D x 0.17 c.f. C7 2- > th Y? SILT FENCE DETAILS COAR$Z 3*9ND SW 42.2 VS. 0/F 64L5 WORT44 8AYL15 Use 3 -8' dia. x 5' deep drywells 15 v.f j5L� 5WO/U/4' aAYUG 36* MIN. FENCE POSTS. N WIRE FENCE Onlym MIN. 16* INTO 0 OR07,H y C f-A ALD 0 L F_M r-1 Ov ,�-Olv-r !4 1/2 GAUGE.., SMOUMO Interconnect to drywells in proximity using 4" MAX. 6 MESH SPAC I approved pipe. 'a' MAX. C. To C. CA ry Contractor to utilize the areas. marked, "Concrete Pitch proposed gravel driveway to center of 0 WATER Iri PALE StROWN cr+ 05"z F(PtE To eauRSE SPiD SW Truck Washout area", "Temporary topsoil property. f5T(D1Z3/%1 WATEI�3 ' PO�I-UTION /t>/?EV6/Vr/0A/ ' �Wrp C/I LJ WATER SHCOLAHTERst> stockpile area"and"Material Storage area" for their MIN, Extend Hay Bales and Silt Fencing on east and west I Of 95-61k BtlOW SUMFACF-9 intended proposes. _A_rei_= '1_._73_1_9Ai_ris7'to TWU property lines to a point south of proposed 14 420# nes ii 10 (,;�/PERSPECTIVE VIEW Contractor to be responsible for repair and construction. maintenance of the Hay Bales and Silt Fence 'S19I.MD ON %ruRvey sy PeCON)c 'TUAVC Y-ORS, A 0, Al STRAW SALE DIKE OETAILS Wave" WIRE FENCE 36* MIN. FENCE POST 76�5T HTE DATA until the completion of the project and approval of ("1". 14 AUG the Trustees. MAX. 6• ME :PAC%.1 201 MIN. FA014 FIRM F40 OD Z 0,Y 8 S FLOW 2 Ira Haa el 4401PE GROUND LINE ,3a 103 CO IC 2N 5125/005 L N A te t, I' VERTICAL Fr PACE EMSED FILTER CLOTH _T, rchi C PeC /2/rCA)0 MIN. G* INTO GROUND IS* Him. 0 U 4- General Notes Asphalt Shingles -Class A GAF 50 yr. Pailit -Use Benjamin Moore products-primer SLO Subcontractor or material supplier nor shall of required grade and finish excavate by hand. If an BE00ING OETAIL- and two coats in finish and colors as per Owner. warrantee HD with"Deck Armor"underlayment. MAXIMUM ORArMAGr AREA he guarantee their performance. area is over excavated the contractor is to fill and 5"45.Main Road 12. The entire work shall-be accurately framed, compact to 95%proctor in maximum 8"layers install with 1/3 shingle offset at succeeding courses. Protect adjacent areas. IS 1/2 AM PER 196 FEET. SECTION 1. Contractor to obtain all required approvals, Southold,N.Y. 11971 plumb, level and true. Backfill to be granular/drainable material placed Closed valley over waterproof underlayment, Appliances -Install Owner purchases ANGLE FIRST STAKE TOWAIII::Illlill��) permits, inspection approvals, certificate of c.4 1,V46-r PREVIOUSLY LAID BALE 13. All materials shall be installed in strict after waterproofing has be inspected and approved underlayment and valley flashing. appliances. Provide all required MEP connections 631-765-2075 -phone. r GP„ Installation Details occupancy, etc. from agencies having rN�Erconformance with all manufacturer's and the first floor framing has been installed. Rough Waterproof underlayment to be"IF eather Watch" to code. Delivery,receiving and uncrating by G.C. 631-765-5715-fax FLOW 1. Locate the silt fence at least 10 feet from the jurisdiction. up walls, in valleys,roof edges and entire crickets. Use concealed fasteners to secure appliances to eryp.) 2. Contractor shall maintain coverage for all specifications and/or instructions. grade site after first floor framing is installed. 516-39"753-cell toe of steep slopes and nearly level 14. Any item of work necessary for proper Finish grading and placement of 6 inches of topsoil Nails to be hot dipped galvanized to penetrate3/4" countertops or cabinets where applicable. Verify G`4PC-4A"c-1?vslto.M throughout its length. insurances,bonds, etc. as required by law into solid decking or 1/8"through plywood. ihaspel@irahWeLcem-email kxrwr, 1%%V1111 and by the owner. completion of construction, which is not to be completed prior to Owner supplied clearances for installation, operation and adequate -CON 2. Dig a trench approximately 6 inches deep and specifically covered on the drawings or in landscaping and irrigation. Provide roof vents per code. for ventilation. eauNO GAL[ 4- 3. Contractor shall provide all safeguards as CEO ON CONTOUR 4 inches wide,or a V-trench. in the line of the required to preclude injury to owners and the specifications, shall be considered an Shoring - Contractor to install and maintain Exterior Doors and Windows -to be Kitchen Casework -Install Owner selected fence. implied condition of the work and shall be -white-HP Low E4 glazing, and purchased cabinetry. Install filler strips, T= contractors personnel, and to all other adequate shoring for'floors,walls and roofs that will "Andersen"400 series scribe deemed good "True Scene"screens"Storm Watch" with primed strips and moldings in finish to match by cabinet 3. Drive posts securely at least 16 inches into the persons on the construction site. performed in a manner be affected by the required demolition. Shoring to Root Residence Qry L•7 -E. 2 RE-BASS. STEEL. PICKETS OR 2"X2- STAKES 1 1/21 TO 21 ground on the downslope side of the trench. practice of the trade involved. interior wood. Hardware as selected by Owner. maker. Align and adjust doors. Casework to be 4. Contractor to exercise good judgment to remain in place until the required structural work is IN GROUND DRIVE STAKES Space posts a maximum of 10 feet apart if 15. The Architect shall not have control over or 6315 Indian Neck Road FLUSH WIT� BALES fence is supported by wire; minimize damage to adjacent and existing complete and braced. �Sidin _-"House Wrap" searnsto be taped. Install installed flush with adjoining surfaces. Install ire;6 feet if extra _g strength fabric is used without support wire. property. charge of and shall not be responsible for casework and countertop level and plumb to a Peconic, NY 11 ANCHORMNG DE:TAXt- construction means, methods,techniques, Concrete - Contractor to install 3000 psi sill flashing and opening flashing system with taped NOT TO SCALE tolerance of F/8"in 8 feet. Adjust spacing to placeposts at low points 5. All areas damaged due to new construction meter. Install"Azek"components per f I D 516 i _A1,97-0,QiA1 &YP-) along the fenceline.' shall be restored to their original condition. sequences or procedures or for safety concrete in footings and walls and 2500 psi concrete Peri manufacturer's written instructions. Use"Azek" HVAC -Contractor to comply with NEC, in slabs. Contractor to use clean forms with ---*r 1 DESIGN LIFE 3 MONTHS precautions and programs in.connection D, 0 rq 4.Fasten support wire fence to upslope side of 6. Each trade shall familiarize themselves with adequate ties. Contractor to install steel components for rakes, fascias,trims, window trim NEMA,National Plumbing Code and local with the work since these are solely the OY/blITA 0 anile to force the bales together. Stakes shall 11 posts,extending 6 inches into the trench. the intent of these plans and coordinate their reinforcement complying with ASTM 615, Grade and built-up sill and panels. requirements. Provide radiant heating in mud set General Contractor's responsibility under 4 4- porcelain floors and under floors in wood floor be driven flush with the top of the bale. attach continuous length of fabric to upslope work with other trades. side of fence posts. Avoid joints, particularly the General Contractor's construction 60 and wire mesh complying with ASTM 185-flat Insulation -Comply with"Energy Star" Co In Haspel All Rights Rewrved.� 7. All work and materials shall be guaranteed areas.New gas boiler or separate radiant zones. prion 0 W-9TB &Irz I V, Maintenance at low points in the fence line.Where joints contract. sheets as indicated on the drawings. Contractor to standards for insulation installation and sealing. are necessary,fasten fabric securely to for a minimum of one(1)year from date of install anchor bolts and shear wall hold downs as Foam seal sills to concrete, sills to subfloor, Provide a separate air conditioning unit for added • Inspect straw bale dikes periodically and 16. The General Contractor shall confirm and after each rainfall event. support posts and overlap to the next post. acceptance by owner. indicated on the drawings. spaces. Provide engineered shop drawings for verify existing bearing conditions and sheathing joints, ext. door and window sills,iambs /7-Y101 CA 4 OR I VE WAY , etoct 5.Place the fabric in the trench so the bottom 8. All work shall conform to the Residential radiant heating and AC for approval prior to Site Plan- structural members before proceeding with i • Replace broken or defective bales promptly. Code of New York State,2010 edition, -- folds I Contractor to install sheet waterproofing on the and head. Pack out headers and "blind" comers SWPP installation. folds across the bottom of the trench. Place exterior of concrete walls and over footing to 6 with insulation. the work. Any discrepancies discovered are Notes and Details National Electric Code latest edition,NYS WE L,41 06 T4 backfill in the trench over the fabric to the inches above finished grade. Slabs in basement to Electric -per National Electric Code latest .21- 0 Remove built up sediment deposits Energy Conservation Code and all other to be brought to the Architect's attention by : Gypsum Board -Gyp. Bd.To comply with immediately to maintain capacity for the : receive groundline and compact with a power tamper. the General Contractor. e steel trowel finish true to 1/4" in 10 feet. ASTM C 36 and Water-Resistant Gyp. Bd. To edition and NYS Residential Building Code. Key'�` local codes and agencies having jurisdiction. inish. next rainfall event. Crawl space slabs to receive wood float f Maintenance 9. The Contractor shall notify the Architect if comply with ASTM C 630. Cementitious Units in Clean-up -General Contractor to provide a 0 9 Inspect sediment fences periodically and Structural Steel -to conform to ASTM shower areas. Tape and three coats of spackle- professional cleaning service at the end of the Once the contributing area is stabilized, any discrepancies occur between actual field Demolition -contractor to comply with remove all materials and grade and-stabilize after each rainfall event. A36. All pipe or lally columns to be securely sand between and after coats-Level 4 finish. project to perform a final cleaning'including District 1000 Sec.86, Block 06, Lot 20 the area in accordance with the vegetative conditions and drawings. The contractor regulations for work on houses built prior to 1980. , 9� plan. 0 bolted, leveled with steel shims and packed tight Accessories and comer beads to be hot-dipped zinc washing of windows'.] Should fabric tear,decompose,or in any shall verify all dimensions and conditions in Contractor to protect existing adjacent areas inside way become ineffective,replace it the field prior to construction. and outside of residence and property. Contractor with non-shrink gout. coated sheet steel. Installation Details immediately. 10. Do not scale drawings. Written dimensions to lawfully remove and dispose of material to be Framing - Contractor to comply with NYS Ceramic Tile - Porcelain tile installation per. C 0. 1.Bales shall be placed at the toe of a slope or 0 confirmed by field conditions take removed from the project. Contractor to seal off nailing schedule. Contractor to comply with Remove sediment deposits promptly to Tile Council of America's"Handbook for Ceramic 4c on the contour,and in a row with ends tightly provide adequate storage volume for the precedence. If discrepancies arises based on adjacent areas of residence when working in the "National Design Standards for Wood �A_, Tile Installation"standards. Install Owner selected tog a < butting the adjacent bales. residence. Contractor to broom clean areas worked Construction" latest edition. Must be one of the next rain and reduce pressure on fence.. field conditions consult with the Architect tile and grout in patterns as directed by Owner. Use Take care to avoid undermining fence ►A ore proceeding with work or orderin on at the end of every work day and remove debris. Approved High Wind Standards. All nails and "Laticrete"products,cleavage membrane and before 2. Each bale shall be embedded in the soil a during cleanout. 9e : ; "dw minimum of(4)inches,and placed so the materials. If hazardous materials are encountered they are to fasteners to be hot dipped galvanized or stainless cementitious backer units. Reinf.Wire Fabric to be string or wire r galvanized. i�, is horizontal. 0 Remove all fencing materials and unstable 11. The Architect shall not be responsible for be removed legally and to protect the occupants of steel. Framing lumber to be Douglas Fir No. 2 o sediment deposits after the contributing the performance of the Contract6t,'Owner or the residence. better. Subfloor to be 3/4"T& G"Advantech", 3. Bales shall be securely anchored in place by Finish Carpentry -Standing and running drainage area has been properly stabilized, e re-bars driven through theglued and nailed. Wall sheathing to be V2"CDX either two stakes or re inspected,and approved. Grade and Excavation and Grading- trim material and workmanship to be First Quality C, Y T rg C FA Aq OMC-1, PL4�01�v bale.The first stake in each bale shall b6 stabilize the disturbed area as shown in the plywood. Provide plywood shear walls where remove and lawfully dispose of aterials and finish. driven towards the previously laid bale at an Contractor to remo to match existing adjacent in ni, ING vegetation plan. indicated. Bridge all joists at max. 8'-0"o.c. Punch and fill and sand nail holes ready for paint. S 1 excavated fill. Machine excavate to within 6 inches 6toc.. -Dsp;r JZFd, 40/s/ '�/A" AZNAWTeC{i" T46 (SLY, 5UE5 F60OR 6 LVE � TIAIt, ! FIN 1K, W/ JIAL)tANT FV Tvt31rvG 1 I j1 II E-�+ctosv`If _ • --T-- -- _ .___--____ _ __:::: ._..._:�-_:�"-1-i'� i i I '%51mrsoN� - I L1R54r6z rr u i6-SPS-1/4 FIr/2 (TV.) �91 l �32q SE�i)rs i Nb .� 3-2�►+f 230 ! , �LYLH riI_II (orc6 A ccR P05T i -+- /t2p6 B'xIG° CoNC. 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E Cab. t loll on} wt0 ba0 - v- i - a _ I I I I P W G /060�� c4v1k CwHdrF_) t ,I i 7 Cl 0 E RSHIPLfP sra }-1-4 Z I_ wSL i 1! F "! 3 d1 11` oil A C Q Parts r_l 1' STEW fdaT/N u t4 x►� COC, CotLAR SOurH z, �-V, �• AIaD /IVro 6/28/201-4 . .C'iDCr V,�'NT Ira- .was el � i '• j"yP/Ci9t �ODf/N� Architectp, c 0 50 Yr,91? W 4RR9 N � .� � I � I ,,,,.,.• fjSPHAL T SN/N GG E /?0��^/G 59945-Main Road ' ' j ►> , .9PYWO vE p LA DE/�LAYMgMr Southold,N.Y. 11971 I 1'2 '/$ / I -i 4 X it — \ HQ tc ! CE.vTE/?FD vu.DrR VAtcEY� 631-765-2075 –phone I v � 0 A✓Es'/zoo/cam c r/oN 631-765-5715—fax s � s / " lywovD 516-398-8753 - cell Cwt4 1 , - CIV14 ` I SHEArHlA/ G ihaspel@irahaspel.com—email Ptoiecr carne n+d 10cu3qw - -. ►► , .:� - Root Residence 6315 Indian Neck Road - `-- Peconic, NY 11958 /r S.S. PosTs I I -11 IC wl I 4A ` f 7 . .- t�k'VCj � O V,6,T 10 t`i 4rGSHOW - ..� �{u� WDPdSr Copytright o In Haspel All Rights Resavcd. 6 C F�9R _ �s o L 3 d P,;N tj I j' A. --.�: W/ V2,1 r ----- --- - _ I rP9C)A/(vt , - - - - -- �. � _ Elevations �r etas s � . I i i I I - Flit c 00 ! i I t I. I M I I r I L I I r�eu,ee�►m. y ( Tax Map No. -District 1000,Sec.869 Block 06, Lot 20 sell job Mw KIG �`E, .F •:;,e< °;;R� KWM dee r- 12 0 6//4//2 0 WE 5T �a &Rub low Y A-3 so . /?A/LYlefa7, I aP4 s•5. R9/G -eAOST i ' ' en ` �Q � � E � `� +`' i �PJ�5,5• GApJ�� AIL . { I • � rri rz 6A ID GL � So Yip. /.�qn,t /x�o , rvHiTE �i`IZEl� 8 `mow 6/AY 9sPAa 9`T I S'H/N G1 E /,ZOO,- IT YP,) / X 3 L✓H/TGA 4 Z err TiL�M e. / VENT (rYP, ) i Ile 71' / pA rzA �A►� r, \ N if / �OVol N. �.._.__._._. A P 352v C W l4 A P s h"2V A P 3 5T A 312 AP 3Tj2V � 2).G e l di"o.G, � r M•9TCH FlDo7� A____ ( R T j G Oe C�j ^H9/z�,F P�A�/� FlAr siA �6 5o�p,T /�9ivELS� �I p`�a5Q I f ff5$ iDx 4�c6- yo/Q/z. � FWG � x CH/7 P0/ 7- Co r�E/� AG 80-4 �W G FWG AWG Q • pe ,�+` i ar° • �O61I (o06it t006u � Lj� LL=J _ I I /,X _ .0197,10Coar�daN SNaf l9P I — t ► I _ _. — esmr r Crfsr• '. 0 14t' f 6 --�------ i r �.,q� ,' _ '' cY Y�•) 2. /ZE v/sE,D 67. T/,'uss E s 9/6/i2 t,vt �� oG� t•A .9 DO /,VPO b/18 fit : �lip at ---- --- - ------ -14 Yc T ' � 4xC3X�14 / 5 � Y ? c —,�--_-- . Has el Architect '2-4��2 P, C -- _ i S t?!r�1;�"P 5 - - - - �, � I �' –:------ �. � ,/ i� c�.�Biu' � � LIAIC; moo" 5- I1 :C•� C,, 59945.Mafn toad i` Southold,N.Y. 1 1971:TYP Vf 631-765-2075 –phone 631-765-5715—fax r 516-398-8753-cell Gsh. F > aspel@irahaspel.com—email! --- Pmim -MAI mid kxft�m � �.E' r - , �n CALa ?,AIL / I . +af• IMF= LL- ` 155 .Gx K CT`fP.� { ' -+- I I ` I R;5'On4s�-a - Root Residence Ivor trrtswr I s �c .. fj�$ l./✓X�x�v - [t i1 r i i ' I r ¢�il��E /1455100.1l9z -If*5'. i ' �Tia11{ �,��,�� r 6315 Indian Neck Road J:A a;c_ ." w�,C I /N FRTINA16 S^/9!i • C: I er• Ct L �"M F ; ��/'� G, �. Peconic, NY 11958 .� A�4'c G – --I v, ,�: � I ��~ -� � rwa •� i mob• r�,,D•D}T�o C/d• to f/. tr h RAN V^TI 0 N _._-_.. --------- ---- - -.. .--------------------- -- -- - ---------- - -- r , I e IZtSL"f'Vetl_° I ..—. r , I North Elevation .._Z/zIC s II 1-0u Steel Truss Sections m Details Tax Map No. -District 1000,Sec.86, Block i TC s 1 �! ��at vMl,� I � i i I' 06, Lot 20 J•' _ � f -- -- C D — U ' Z /c/2;! 1 Al teal dnwa tr, job Na: 7�r21 �"�; � 'W ( . AgvvE x - �,. « ...,,✓``.t,®,'i S!' 3 r'�.`,� 4;�' 1pll� AIG nolle C ;r/!" ' faf/slCy / Q�� : A-4 E Alb r46,' ,414 EGDs ro 5 rucL P v G 7"1 a/`� - LONG. W � ENE r�P7 rr oN WeLD 5 - GRIND 6MOOThl _._ WARNING: \ It is A violation of the law for any person, n -C�� unless acting under the direct supervision of a licensed architect, to alter any item in any way bearing the seal of an architect. ---- - - - If an alteration is made, the altering \ �= i%/4 55, AP04 -�` PoSTS_ architect shall affix to his item the seal p8L: 3 _ r9Cq @ PnSTS and the notation "Altered by:" followed by f8".S,.r,. Cfi�9rF R�4iL his signature,the date of such alteration, and a specific description of the alteration. 4i7 - i , 9/�1 Etry?) �tioGvENTtry?) � 3<II v - C R 30 7"T6-G7.' SILL /°AAt fLASH C - Z4 -2r�B / sT,r;uszE'T 1� s =t x 16IV� it 9 I 7"jlL. EPDM Roof/NG �ccESsas a -_. 3 _ HDR ►N w 1,l _ -- tTY P) -t�•l�tt A - -? Moa. 2 _ AGQ @ l6"C"G,Zrn►-90M/L 4'T0M PAD �gx(112 M, Nl PJR ' M61Z !✓T H01,rS ` - 'Z7f/z J TR lPL E I f I F-- '' j'�4/�EJ2 E'D= Sr--L� 1 �'o i G/`''� ► VLH 11 t • _ I F f„WM, DIRIP ti-A4%-712 Wt ------ - - 3- rJ�Q�V4 11 IGoTrtk Mb1z ,ax51�2 Lv(. ��I' Soif�T -�6" ! + '2-13-'41g12 Lv . 3-13�4x11��8 Lvl. \fir j � 11 it _+�f S_-7`7'PE X M,.I?. 6 T P. r8D �Wk,PtATH � 16 OrG. UIVI)1•iR M//4'1.�5. �l AlZl?/_PLANK" pB/V4cGS7! fir....-- 1 SHf9R r✓qu - PQNEI I i i FA G IA ., W600 oEcK -/9 — - - - `5�CT t C7t'I Ca ..PES UFi C } -- . - - ------- All -- } 1•�0 _WAtl. .� x "War, �I".$ � IC ..c, - 11 II 1 11 �._.� -O rITCK ro oRtA)N �T .X7--STs --UNDE/2 -rAJPIE Vx"I? WAI-&5 Pt PE To pR`(vVEbl. NEIN �' ` n ^ SONr_ I Sj'� �- NEW 3,12 Sr.co t � WALL1` 09MT -- 1 {i;�, �t 9sH i £MEM' (P.Norak wA6L �'RflTrGr�oN .BD �. _ _ _ _ _ _ _ ' Ira ...was el _ _ _ �, P ! Ir ( ArchitectP. C. ' \ �II6rJ_ CoNG• FiGQ � 2-1 24'x/o"-t - 63�CT( C) N +kvu M , PJI?. � e,w 59945 M A.I N ROAD SOUTH=, NAY 11971 <l' — A=I 651.765-2075,cell-516-398-8753 ti 1HASPEL IRAHA9Pn -COM I --a '2'1�dx 1 Ca''Lv t I I l P."ea name and locuion: Root R I AyFw -M�►TcH ELt:V^T,oN Residence 7z � VCNT (rrP) 2x to �� 1�-f*Venr 6315 Indian Neck Road -13/4rxil�l� R�b6E - � I • ,RsTA z 4 econ><c, NY 11958 o.c, (yT1'�,� I r �2 -�mPSow H'`2 --- - � j 2-13/4 --1°r C) T (0._N____ \ \ ° N <:C)tiSTRCJMON DOCL'NIENT DATE ` ( - 4f R 22 — •1'1 I j/ / 57aR• � ' ��dN \�� !- /TTP �tnP� " '^- �R4 L 2 t31"GI'S _-----..._...-- ---- 6/21�1�2 �/ / \\ �l�s•MTfD��JfFll �—I, � .i I =� `�. 3 RSV. _ to $' �? . `'�[►tPSON i t / �/ T �l ET HP •3- VL P, niI-ts/P2 USG-Q �' R t�A�il S L � Y� - ! fTYP.) 1I�iQ ��2 S lei " 4'.131�54 LVL StsTE J� v,.l?)c 6 i2 I6 b,e I i �--1`1f__.t•Vb � Sf3'z% " II \ I y i i 4 '2=t��32 LVL @ t6 •c- %£, ac AfSfNBLY ( I I xTtA ! h s 'TzPE Xa-Cyr. 30 _fid M I1. �431q Xl�s�LV L SUN I � �"1 (• �ALcsl vND�R �3=�3�4yc11��01.YL r R oF-IP� � l6"o.0 3 V ;2-.1�krs r�+R� '1! I I _SAI. __._. -- _ 1� �1 _ it -a \� GA1Z PO 11 T H OR lLA1 I --- C9 �� stf M H DE vNo 9?ENvAticv ,, NAn.PIY�_-P.GAKIZ ...._ RrceS5_,9,W*,b1to%D I ( ��_p1Yv�n $H&,AFt ��A� CTyP) � ��}(]FilsS _ - � !K6 a cK � ' _0 Copyright r Ira Elaspel All Rights Reserved. I'Allo- - draw-.nq tire: Lj x =r A-1 9 -- - - - �z - Bullld>ing Sections E 2.aa 6"o.c.--y -- -- - - T ------ -- : --- -- Section fit C v/t tl GRAO 6 7IrQTE: I If tt tH s� ! I I �}- — - ct,4rN7 AD. 8 77PE iZ M,R, DOW EL I / , _-► _ GYP„BD,G�_-CIG I.I ! r _ _ w� I I I /Tp"O.0• Tax map %_astir Oxy s,e T I w CO,Ve !I I � �� NA6b - _ � � I I I I Tax Map No. -District 1000,Sec.86, Block 06, Lot 20 - -�- r , 1— -► r- - - - -- - - -1— - .. - - - 1 ,Bsr>'T wrw.24'k 24*M 4, , -� • drawn by: lob No con,c, FTSr I .„ !J LiCiT �0� _ .. tkru �VH.--_�.rA�.r-�. - - - - -.. .. ... . . - --- ---- ---- -- - - - - - .CTA�N-- - -- . �rfnOl'1T �% ---- `�/' `y 0,, ;`��i4 f +�? <� J - -_ - - -�1nr u a r drawing no.: y A-5 WARNING: oIt is 3 violation of the law for any person, A( {�„ '� un)-ss acting under the direct supervision of a licensed architect,to alter any item in any way bearing the seal of an architect. If an alteration is made,the altering architect shall affix to his item the seal and the notation"Altered bv:" followed by d his signature,the date of such alteration, and a specific description of the alteration. T>'p/G 91- ROOF 00/v5T/z, 50y&-, f}S!�//AtT�oof rl�in�CLES APPR611" 0A/Df/Q L a y M E.vT "ICE V RAiN ,9W16tD"'ts 611✓CF,4 A E f W rz�n 6e yENT CT't P /2oor1W/ 914, JuJvCTioN eFYP") NEW "2A 0/?./t.P /G"0.C, r2-V4,141aw�YL J?"ExT, ptYwD .5HE9TH�NG CstoCIF ZKIn C t�"o.c, --- ` „ExT, PV<wD 27 ST'EE1. � Gop,U6G�D/2 S'T�EL� eeN></fcTol� Imo- TA1MM6-R S CT`(P•� I . IG” I•'Vb ruoG� y 2-1/4X20 bVl. /e�06F �- R-??..�+ .l 11 4 LVL 9"061-W1 - t'` ?=13/ax II/# iV6 (z,DGF_ Ai•�1'1 i C"r,TRV,445 K Ya F_-.t L 3-J3q/ct1��8 / / x LVL � C,' I'�! er - 2,x6 STUD - d 2no GrvD T - Q0 Cq, CM AP S @ GHBtE END STUDS :*,CDX ?PtywD / I I I I - �' e•C. SNtt9R W9tl i ! Ij- 2X�� (rv� Z>r 6 16 o.c, "-•w }•IP.I.L 3�4.,CDK P�Yw4j sO ca _ii 95toxgx G i9.s. IV IN G I EX�sT 2n y z7oDSM le"O.0 SavID PVIi�'/3 prs WIOX? rc+ 3q"CD P�YWD - - 1O - - 1 x 6 r G VIEW rid WD, CaG Q �..J3/4x ��2� �� -Z-J-/4A9y2p141, C°tfno.G. / X&CAR l✓9LL I _ - - - ✓/ h _ VEti T30 / ,R-15 A6107-TI INSV4 -- - I �-I - - PO I I HARDIC I''ANE6 SOfFIT " ,R/G%D /.w S v t. , L.. C^tRP01RT t777-71 11 - - -- �--� I X--. 9V2T13,CIW,o.c -230 Gor-RIMS WSx18 -Ftusy -��, I ' 1 -T , R-/9 3-134><7a � , 3_ID/4,7i4'L.VL 7rP 7 '),J� ff /z-30 J ; I / - - -- - ' �x,, ✓ i W/2--/!'14 7" fLvSff 1 - .-- CfP.$0 2 /�r><9/21yL , 1 II -' pas � sr. � �I , � I 13A S E M S h T i- - - I _t' 1`tl✓W I I 0 I 13ovTs- MriT J ,1 y I 4'eOAIC, �C f)/3 I - �'�. I�O.l�, o CoNC'PI$ KEW '2M;' ST. , `t sr.T �F I -t WWF41"'2( i 40co �X t " ne .H. . r_ f 6M/t v S7, es/"�T y - Ira Has' pel -/, 2 �/ / NEW PSMT. jl. T 3.74 Z' r , - - -1 T-7-1 -1 - --- _ Et, + 3,07 ' 1241.,24'x10 -- _{ _ _ r =► - - ArchitectP. C. 6x/STinG coNc: 1 rte, (TYR) � coxa, ' 24"x24',', (0 cl � � —..— SECT1o � 9 NORTH � -�.,+ I Coax. ��. �T'fR) — 00 T at - LooKln / / 59945.Main Road Sjuthold, N.Y. 11971 c, worE % 631-765-2075 -p;tonp sown -2,,e8 &ocrl-09 Tf y X31-765-5715-fa7v SBL,2x/2 AA/D a FROM G*SLE e'OS o".r/r�s�E/t �Ty�) ."6-?98-5;53 - cell /Z0AF /'�9FTt� inaspel@irahaspel.com-email r 1-5/4,- 14 Lvl- rt1DGE 2,42e {- - - - - - - I- - - - - - - - - - - - - _, SQ,Cb" fJ00/T/O/Y r'°jcecaa e.nal«.aa, I I I I I TI �j ryPCoHHoN CED9 / f3N �S ° E I ( _-2-2,cL2 Nog /c�c FxT w,�c� co $rr�. Root Residence I ,/o/"n ws/i TRvss /1 EM,BE/1 S oNtY @ j DW E(2 JZ10 G E ('f TP,) 2x8 s7uD S ? 16 o,c, 6315 Indian Neck Road ( I I { I I ( L, � -- — — — — — — —— — -t I - — — — F-'� 3/4"exT. 0cYwo, syfArs//NC,r Peconic, NY 11958 I I 2 -(4xll bVl. I— � X111 51''EtiL R-�O -pAn/Nsuc9rio�v HDR(- RIDGE I ` I I I I ( / . �� SEE OwGA-5 fns TI 41\I^TjGGSN . � I for CONSTRUCTION DOCUMEN1-r DATE 2 (a L6"o.o, { / / RR \ # REVISIONS DATE / \ I ADD /NPO. G 28 /2 { / j (Dj r. p r r�t T \ AOD" iyFO, / -� SNS %A14B PAIL \ � I ; � /NTE(5RAL )IT/,. P9A/ 3 Rev. /D S' /a 0 i �KrcDlce.c, Q.4RL - - - - - �; f•,ksC- 4z 41 IJ SrAICA ' of,2 K I,tVING 11 o I yrs/BrrP, r0 x j I � � t� OD e I I I IO Copyright o In Haspel All Rights Reserved. PAT d. i _ „ - I /s/ ` i p O I-9(2 TJI@t� o.c. j co (l 1 i y FL�SHCT}'P.t s,nfs�R Building Sections OD (rrP.) P'rq' �_.�” I � 1 n 1 i, � Parc h� 7� ARaaV ` 91f2 7?I I(o"e.C, _ _ _ -- 91"a TJI @ lla o�c i j� M/z-CYP. u To 04/n v �4oPE I LD I (7_'3o ( I �N�' ( �/�I" 7'P Tf Xr?�6rYbDi- I i ...�1 i I V�INDf511✓ � I � � J I , ' r/sMr. I I w�Lts L_ I T=n"no.: ,(r 2 1 oN I - -µ j Tax Map No. -District 1000"Sec.86, Block 06, Lot 26 �I C ,E3sMr I I +- - -,} 44� I ( `°Q I L - - - - , D, ,ak _/ q_ I — --1 X L, t 3. 0/ / r� - I - - I "- ,1 ♦ i • -_ -. I J 'L � T. R�MOV� EX, � ' L - - '6 +► �1 � Q -- •- s - u-. #-r--� STA/R C4 i -.-J' � 3 ic3°x 14 cc"C. 1=rG. ,R G rwr dam I� 5E CTI o N STA) t 5 j 5E c7' 0 M 4z tbf? D GF KITCHF-r� _..i'a ye, WARRANTEE WARNING: A SAf✓9t T SH/N Ct Fs As,�yALT SHi�vGt6s It is IL violation of the law for any person, .yP/'Rfl vEo uNL�E/�t AY/")EN T unless acting under the direct supervision veAlI&o Rio G'6 h/�'ovs�cT SC'/�EE^� ' APPROVED /j/1b�jQL/IYME/Vl ,, �� of a licensed architect,to alter any item ?-14r�/4 LVA► /?i/�G'E 36 w. lvEATHE�2 t✓i/TCJ/ � E9UE' s y' AS/�H A t T /2)D GE CAP in any way bearing the seal of an architect: „ /e9x'Fs J/?. Ei�T'PLy, SHT'THi N C Nh'/T� ,9tu►+. pj e,P E,o G� If an alterationis made, the altering //Q"Exr Rzywoo/) s,YE9tr/�i�+C /� / architect shall affix to his item the seal .7/MRS o N" L STA 24 �' �. and.the notation"Altered bv:" followed by � Min/. AiR '"Z,,► 1 X 3. STR9P - /8 -/ad E9 �) sPneE 1Ta,+�Es .�gsvA his signature,the date of such alteration, 4• + and a specific description of the aluration. R9f1"6/! R.3S ! suoF7s�iq YE'ivTL-D AFF/TP I 6, / C. �6 //215YP BD, TAPF f / SPQGfi r�2p,, �2-1'/4►'xclg' �1 1+ CEDA/= rt 910 G E SPACKt4 /x 6 -S,E, coM. CFDB,t-T 9'G '�., 1r� A-3 SuP.S-E'Asc/H/ ~�( I �IO vV i ENo RAFTER - n I ( C7it `3 -2,- 1O wl /g sT, ' (1 GuaS�T F; To opP, �8 %S" pa TsG 4 . 3-�, $ END/7AfTER RioGI;..j JK PAFTFr s 'TYPi ct.� AL.L. . i i pofz r1��y i i GuSS ET /7, ra e'ND /?AFTEj? � Sos/D l2 COl?NCA #aPCPPLy �t CTYP,> Zre .secriDv ' Fo�? yD�/TioNAc „ WE9Tn/FR iv9TCN UNDER pAAf �c✓E� rv9e.L rNfATN/N6 bra Ha s . e1 AWWA,-Cy 9 C7YP, -2�Ca IZ,(2, / �? /SIS✓.cAT�aN BAFFLE EATHE/t WA,-CyV? WALLS I ( TR�rIME� / x/00" _ - _ ' 7Y' M/N /8„ CTY/',) o1 �2(9yE,9• BAY 1AGuN. ArchitectP. C. X'Al"e� e } t5�t/PAN fcAS NC` FuLG /NTFG/tRt FtF)Si1/nrG of ' � - , - / �•�2 I \ -cn 59945.Main Road 3-12"/Q D/7//Ei? � 2-2,-8 To/° /E,orE - `11 "x' i 1 = Southold,N.Y. 11971 /NSvc9T/DIy ,0flFFCES �TYP) C�/R✓�E/? ?/ * �' 9cu�y 3-fax II 8 VI. SiHPSvA/ HSA@EA, 1q'R. I� �� II D2/p 631-765-2075 -phone { t�rSET HSR S- BCL X 1'/2'' TD 'A.3'SldD ,} �" „ R•30 — — — _ 2 �, •• •� •• 0 4-1314,, 2 0 VL NDR I 63!-765-5715-fax 516-398-8753 - cell — — — — — — _� c�6' ex..c. sT/laTs "o.e, ihaspel@irahaspel.com-email V 11` _ I C //'L"5 a-.4 QST 1/ENrED SDffiT y✓//NS6cT 4rt5 wy/TE ,t 1 -6 s9A vn GuTTE'12S, -- -__— s,HNSON' �'•/?„�, _ � I `---- SiHPS oN"�2,^ �Ao;mss . r/f-b v jCrYP, EA, RAFTE/z �V &7,, 04YHO, sH,5,Qr,NG I ,��. To FR. Root Residence P/PE To DRY WE Li s t /Oc(@(, 'o.c. -f!L`zb CrYP,) TYVEC' cvNN6R, 6315 Indian Neck Road QA-3 BA�o w AP w TAPE Peconic NY 11958 2X— SuBPASC/A �' , IOc,L @ �f�o,C.-PEiQ�M ETES /� 2x3 @t6'e.c. .lo/n/Ts ¢GvnvA, /�- 30 BA1T /NrelL, � //2"GYP 4t7-7'9/aESSPect'l E �� dC rsTEM N CT Y P,> L:E✓FG 114 f/'v/.YH _ RICiP /u-sua Xt -1°�-I3� i.T1..0 M R-5 M/N. _ arg0V^T10t1 MbR F- Z/40.'Ai G CONSTRUCTION DOCUMEV-r DATE } + 00 # REVISIONS A AVIIVG W,QAL FX/ST• 1x�C .c, �2KGYP,4/7, ,'i ��Si�fPsoN"HT75-@ F„v/r,y pt001Q rpooW/ RE i/ m/5 /2 Ps a 1 + /NTCOA04 RADIANT Hlr, "TY✓!rG” '/�X'Z 2 A9�NTED /NE /6ds.N, "S I�LASN. PAS/ SysTEM -- . . k/Glo //vsi 6 my V Z'gaE rRIN (TyP,) +�+ . S/D/�vG It/NISH fLOO�Q � a+ SH� Rl�O/9N7- j1.NEAT/NG jam' 6'LUE V NA'1� j "NH, Cur $Luz sToNdP9Tia - - - - — Tiskrvb/,vrs Ser 11l rA,up /Tr'H To sc010E4 pRr9/N-P/10ED /2.30 - 9//2., TJI CdtF'o.c,`� ; \� TTI C' t6"o.c• -y (fl JUL t—I /314 „x 91/2LVt Alm Iolsr CTrP,1 -- "S,MPsan"FJA TW,ST -- - 2 x 6 A C Q I1�AT g • I� • - I , S&I -S&,AL �CoPPEIQ 4, `'� CoM' ShlEET w�rtE Copyright a Ira Haspel All Rights Rescrvcd. rrI I S/BA,Be36o,c, - "rq. /QPR,ort//6 ro 70P _= rlEd� @ 32'�o,c, 11 of FLoo/e sN'fEr1&G ro 2- 42'A-D To So►•iGII I h/i4SNF/ZS I /l2 -MA50NIZY (TY „CfMf vt 6orV?D P•� C2. I 2 ,BA�z-Co/vT, t�ToP ( 114le" srnivE RPiea/y Wall Sections -- — — Ex t S T. �{ ( E � Details xis ' _0 Continuous Load Path ,85MT COAIC, CYe k 4xi57, IVFW I I -� /YEYv g"Colyc. f'YD, w,91L -3000 As'I Tax nap„ne: wg�ts (7-/?tQ.) /' SMT ,851"1 T OOMT @ 2,4 C. HDR)2. 'vz. ". Ex/sr�'cMu � Tax Map No. -District 1000,See.86, Block 06, Lot 20 , CONC. f0�? AD.a/T 1ONA1. Phwc: h C1#EEK H19�t /x/f0/2MAT/OA/ WC I'✓ 8 I,bowEtS rte/ SEE SECT/O/y 1 - —.- swESr W4TE jt PRoop/N�x - (T r?, /6 "D.C, VERT, L,t 3,74/ EL.Y , I '/?'t E7�P, JTt.__.. _ drawn job No.: �PoxY Sir Tv - - - --- �a7 _.-..._-- ) 8x br CTYP, 2D CoNc, FTG 3000 Psi S � �=. ,4A CMUx x ' to>r6..rrS�R. ?R9NS@ 24-6.c -( y"GonrC,SLA6 -2SaopSt < . �f sdc daft, Sl4 .9//8/20/2 drtwie�no.: 1t n �M , h ° 6ECTIOri CT�vi IL 5ECTIOrt t= �, � , �r o I[ 5 E� T I O ATT G 1 �t . we5bcr r� M e) ri4 A-7 2-1 x 16�LvL 5�8„TUREaoEo ao n WARNING: 1 y 13 �/AH E IZ 1z DG E It is i violation of the lacy for siny person, unless acting under the direct supervision of a licensed architect,to alter any item - I �,�4 ouTR16�ER@ • in any way bearing the seat of an architect. '2q" a.0 (TY F•> If an alteration is made,the altering p GESg 12-(G& ro ig,Iz, s architect shall affix to his item the seal it-4 NUT 1 I ! I � - �2 and the notation"Altered by:" followed by 10 W0 I �j @ADD/T/oN his signature,the date of such alteration, and it specific description of the alteration. ! I — SuB- RAKE MOT SHowry (rYP,) , � � @ avECZ HAtt 6S I � i LL 2-'2��? N Dig, �TR IM M S{a S ._------• -- _. .... �1 "51MPSeN LT�T2oa �5M3x1/411 �/� }i� �/e �D6E 5Th 24 10-1Od, x3 /U �pc�' 2-t4 11 n A / f SimPson HH4iL koP1F'1rte (,TYP.) / Y q�4 (TY('.) 31'2>,L7`I 0rc" —�— — FA fZ d,,"A M 1151. 5T 2 2 t aj — cot,, (T-Yp.) 20 -I 64 Cv.fToM 2,cto@ �1556�4G / 8 �n f t/a/rGE f (Ty P, @ �7 y , 11 li �zlA�� ALL 5 VEY 6.1a,LI(/d LV{, / 12 4+\O \` r!••)PSON�/ NSC4-SIN,j.+9/t r CUSTOM 44ANGS1Z 9T GuSSET BATES 5oTH 51DE5 OF A. Po(2 t"1 L IZ S ST'2215 Iiy —__—__ . 1 I� s'd�rY/T SHOP ORAwini�' 6aR A _" /" "� 111 APPRoVAl el?,,PA ro S1MPSoN 1.5T173 - ., I 't51r1P50"1, H2A ' 1 FAB/?,CAT/ON 11 98 -I od- 7,1'/2 I nAfTER- r1E Drl.. 3-?,�!o sNDs T`fF I CAL av(I D-OUT ! JAc.1J5-f�VSM fi1AFTVj ro po Ar /sru o Cr'fPICh1.) j j G620 I l i , 51N►Psory STZZ I�i I C52o - rcEDH MSTc46 W5 I � e I I I �•?K 1a Ira H- a s el ir�►SEt i 51�t><w ED �SI1IPSOI'( 3't'q'x/1'�D 02,C 10 + � NaNGER -U3510/14 11 Clll R,R' GT'f P� -N2/°e �� i ;C52Q -'G�9�E ArchitectP. C. 15_b4'`IV' I 5TuDS To fowl-� S TuD3 iNU$r2rE� 38 �RRI�STuD 'CrYP, � l Od i 2 SCL�A E Iva" I (T`f P') / 59945.Main Road LTY P,1 - Southold,N.Y. 11971 •- 4-13a,+2o I.vl. (914 1'L`CwD wl r2K3 ;<RAr'tE Y SDN p` 63i-76.5-2075 — hoire ~�05-c-0 CT P.) (TY P-� _ I � H-2 _ _ - � _- _ u3i-765-5715—fax - i 516.398-8753 - cell 2' 1ai4�*°�I/2i.vi, w� zS-20 ;haspel@irahaspel.com—email t ; I 't/$.' 13"ST. ((� . -HDR 2x_ SuB FASCIA NOT SHOWN (TY P.) or Ptojea nine aed Ioc•tion: Na r E,' VI-5 ET C,iRo�'R aM s Root Residence 6315 Indian Neck Road 15nrCY Peconic, NY 11958 4 r>_D 1 T-l.0 N J ! 3/¢.,lzArF� ,6x1% _ I LYwo, saEAr��c 0con rlNuou5 �O�D C'ATN 0P�-RrMETEz CONTINUOUS 14�D - `, / N�VV �� DIT � ON FEtp'o.GAtb. �6e.c. C520 �TrP,� �xiSTInG 5T>ZUcTU��, 01 T YPic A t ca NEh/ ExT, � CONSTRUCTION DOCUItErT DATE # REV?SIO?�S A WALGs � ,944- INT, RFV, /D S i7 'SNe,#R WALL'S - - - UgIrI Psoty SIM psoh M OTC 26 H 75 3G - 16d SirlwSRS - 2G-t64Y2112 c5'2o TYPICAV0 Doo�2s TYPI CAL Le NEW Doortri (TYR Cv -- C SIrO� GUIgNE+ZS 5TO �, ! co(tNE�2s @ ExIST j/QST Xt r :4L, I L 4xc4 Ac.0k @ �C"e.c. �tMQ$DI'i 11 Copyright O Ira Haspel All Rights Reserved, _HR S41GZ II I I( II II 11 I I l I Ti�i'Dn I 12[MPsojyl► LU24 clrn..itide 11 1 1 ' I ; ` I l>�gI`eq BAND Continuous Load Path i n I� N IL{ I� LL 24 1� l;a � I k I i I�� +� It+� I+1 24"o.e, ><CAC.at Framin Anchor 5�8 A,g. -3 sca I I �-►- r L� 1_>. "S�tn�soHt 1.� ft9t1/ dFH>ND S' ovE,v �pgT g S WASHErZs cc IMPS& I 3G"o.c. d I L. 5 " � _ NEW Frir2 STHP 14 - K aJ 10 eL.!/2'A-E5. t W2 @ 81lu13 4-16d sin ERS I ,1 I 2 "o/G.L' EX15T 12 );M13Ep, (Tt'P.1 � I 32 I i 2'u map no.: E I• FMD. I I f f Tax Map No. -District 1000,Sec.86, Block 06, Lot 20 I I : raw: l o , ►t I I sell01 job No.: 8)c IG c� c ort c' 1-- ' VE/Z7'/CAL I E ✓ '�- ``,r.a�", ec1 \'`!�'. Awe dine I � I � J5/-1 71310 TYPI GAL t")EIGK ST uc1'u J A 8