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Home My WebLink About48138-Z Town of Southold 9/26/2024 a P.O.Box 1179 o • F 53095 Main Rd r}' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45586 Date: 9/26/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 3400 Little Neck Rd,Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.-9-13.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/28/2020 pursuant to which Building Permit No. 48138 dated 7/30/2022 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: single family dwelling with front covered entry porch,covered side porch and rear covered porch as applied for. The certificate is issued to Oakley,Eileen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0138 6/11/2024 ELECTRICAL CERTIFICATE NO. 48138 9/25/2024 PLUMBERS CERTIFICATION DATED 5/20/2024 Kevin gem a Pl bing&H ting Aut riz d ig ature ffa4z"- TOWN OF SOUTHOLD moo 1 BUILDING DEPARTMENT N TOWN CLERK'S OFFICE • ar SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48138 Date: 7/30/2022 Permission is hereby granted to: Oakley, :Eileen 3310 Little Neck Rd Cutchogue, NY 11935 To: construct a new single family dwelling only, as applied for per SCHD, Trustees and DEC permits as applied for. Replaces 45315. At premises located at: 3400 Little Neck Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 103.-9-13.1 Pursuant to application dated 9/28/2020 and approved by the Building Inspector. To expire on 1/29/2024. Fees: PERMIT RENEWAL $2,073.20 ELECTRIC $250.00 Total: $2,323.20 Building Inspector i�Fotqcp TOWN OF SOUTHOLD moo. BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE goy o,� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON.THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45315 Date: 10/9/2020 Permission is hereby granted to: Oakley, Eileen 3310 Little Neck Rd Cutchogue, NY 11935 To: construct a new single family dwelling only, as applied for per SCHD, Trustee, and DEC permits as applied for. At premises located at: 3400 Little Neck Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 103.-9-13.1 Pursuant to application dated 9/28/2020 and approved by the Building Inspector. To expire on 4/10/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,023.20 CO-NEW DWELLING $50.00 $2,073.20 ilding Inspec 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 I% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly 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. 09/08/20 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 3400 Little Neck Road Cutchogue House No. Street Hamlet Owner or Owners of Property: Eileen B Oakley Suffolk County Tax Map No 1000, Section 103 Block 09 Lot 13.1 Subdivision P c 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: $ West Creek uilders Applicant Signature o�os�>rFotx�oG - Town Hall Annex a� y Telephone(631)765 1802 54375 Main Road a P.O.Box 1179 ca Southold,NY 11971-0959 1 • , y o BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. cc / Owner: ease print) Plumber:J�tAf�rlf `\ ��J►�b(l.r v CQ' ;` "'f`,{ (Please print) I certify that the solder used in the water supply system cont ' s less than 2/10 of 1%lead. - 3 (Plumbers Signature) Sworn to before me this r' day of r ' 1 20 O'`7• Notary Public, A04-f&"Unty a Carol Ann Del Vecchio AUG 2 0 2024 Notary Public, State of New Yorq BUILDING DEPT, NO-01 OE0000524 County of Suffolk TOWN 3F s® ®� COMmission Expires- j so�ryol h O Torn Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 1 1 97 1-0959 "!COUNTN,Nc BUILDING DEPARTMENT TOWN OF SOUTHOLD i CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Eileen Oakley Address:. 34001-ittle Neck Rd City: Cutchogue St: NY Zip: 11935 Building Permit#: 48138 Section: 103 Block: 9 Lot: 13.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: GJS Electric License No: 4839ME SITE DETAILS Office Use Only Indoor Basement F7 Service Solar r Outdoor R, 1st Floor Pool r Spa r Renovation r 2nd Floor P7 Hot Tub r Generator F Surrey rr Attic I✓ Garage Battery Storage r INVENTORY Service 1 ph R7 Heat Duplec Recpt 125 Ceiling Fixtures 20 Bath Exhaust Fan 5 Service 3 ph r Hot Water gaSX2 GFCI Recpt Wall Fixtures 22 Smoke Detectors 5 Main Panel 150X2 Geothermal 2 Single Recpt Recessed Fixtures 78 ERV 1 Sub Panel A/C Blower 4 Range Recpt Ceiling Fan 6 Combo Smoke/CO 5 Transfer Switch UC Lights 17' Dryer Recpt 30AX2 Emergency Strobe Heat Detectors 1 Disconnect 4 Switches g0 4'LED 9 Step Lights 24 Garbage Disposal Other Equipment: (2) Fridges, Double Oven, (2) DW, Micro, Gas Cooktop, Hood, (2) W/D, 150A Panel 42 Circuit/41 Used, 150A Panel 42 Circuit/42 Used Notes: Two Story House w/ Unfinished Basement Inspector Signature: X �� Date: September 25, 2024 Sean Devlin Electrical Inspector sean.devlina-town.southold.ny.us 3400 LittleNeckHouseElectric OF SOUIyo� * TOWN OF SOUTHOLD BUILDING DEPT. courm '' 631-765-1802 'INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [► ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ .] RENTAL 0 k-- -bp t5A*,-Pxov nU Y�OL dYl. � <SU V S DATE / ' d��' �� INSPECTOR �o��pF SObIyO� ioO # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION ] OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE /0-Z9- ;2 2-- ANSPECTOR �g . ho�aOF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. courm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR uV l V �E SOUlyolo - TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 INSPEC P* N [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR q _ ty SOUTyOIo L4 � 1 cl LI # # .TOWN OF OUTHOLD BUILDING DEP . courm, '' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: cl 0 in r e-;' r-e) - / DATE INSPECTOR Of SOUIyOlo * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: Inc �- DATE - INSPECTOR INSPECTOR OF 50GlyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycoorrr+,��` 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINALS [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL 7om(;7 KS: •in., lcA 1 m' 1 11h ah , kk Din- (G-) 5eA KW ot &+h�K ft) �Fxw., wn- DATE INSPECTOR �o��DE SOpTyO� L4 S l # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION.1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [" ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [. ] "FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [, ] PRE C/O [ ]. RENTAL REMARKS: ti 1 M7 2 �e- e _Y�o,v Aq V) �� rom �� a DATE INSPECTOR 'A 's V A U G 2 0 2024 REW Y`O;RK IBui,LDING T E,C H'N OLO G,Y. GROUP BUILDING DEFT. Affidavit Of 2020 NYECCC Compliance Date: 6/2 `aF ®SDI 6�% Inspection Address: 3400 Little Neck Road,Cutchogue, NY 11935 This is to Certify that on 6/24/2024 the above address has been tested in accordance with the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 1 4177 Blower Door Test Result: 1 144 Conditioned Volume: 1 73974 Leakage in ACHSO: 1.51 402.4.1.2 2020 ECCC Compliance: PASS d 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of:<4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: Bsmt Leakage CFM@25: Exempt Supply R-value: 4.2 Return R-value 1 4.2 System 2: Attic Leakage CFM@25: Exempt Supply R-value: 4.2 Return R-value 4.2 System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: I Exempt . CFM@25 Leakage Limit: 1 1 167.081 JCFM@25 EXCEPTION-All ductwork and air handler is located within the building thermal envelope 403.3.3 2 2020 ECCC Compliance: PASS Mechanical Ventilation: As Tested: 1 131 Required: 1 79 IM1507 Compliance I Pass Combustion Safety Testing: See Attached Report Insulation and Thermal Bypass: Not Inspected HERS QA Provider: Signature of Certified RESNET HERS Rater: Performance Systems Development 124 Brindley Street,Ithaca NY 14850 Provider ID M 1998-072 Tom Baccarella Certification #3587347 607-277-6240 Notice of independent Status.Asper the requirements the 2020 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters), New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone:631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmaii.com New York Building Technology Group 159 Rt.25A, Bldg. 1 Suite B N E W'Y O R K B U I L D I N G Miller Place, NY 11953 CRi SCCNNOLOGY G R O U P Tel.(631)495-0289 Fax(631)389-2808 Combustion Safety Testing Form Certified Home Address: 3400 Little Neck Road City: Cutchogue Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: Seifert Construction Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Insulated Bsmt&Sealed Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 06/24/2024 Outdoors Temp During Test: 84 of CAZ Depressurization (Note:Net Change=Test Pressure-Base Pressure) Base Pressure: NA pa. CAZ Ambient CO: NA PPM Test Pressure: NA pa. Appliances/Fireplace Simulated for Test?Yes No X Net Change: 0 pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary_Yes x No Ty Furnace Boiler Heat Pump GeoT Other ELcientxt Fuel 7�pe3 Venting 7,pe; Draft Spillagg Spillage CO CO Pascal (Worst Case (Natural) orst Case (Natural) Rating: COP N P O Ex N V M S X NA Pa. Pass X Fail Pass X Fail NA PPM NA PPM Primary_Yes x _I pg: Standard Tank_Indirect_Tankless_ Size: a Style Common Vent 0 Water Heater No_ Instantaneous x Commercial_(See Note 5 below) (Gallons) Stand Alone 12 E�ci Fuel'e 71 pe2 Ve ti g?d'p Draft Spillage Spillage co CO Pascal (Worst Case (Natural) (Worst Case (Natural) EF: N P x 0 E N M S x NA Pa. Pass x Fail Pass X Fail NA PPM NA PPM Oven Oven is Electric or No Oven Exists ® Oven Range Hood Vented to Outside Yes x No Oven CO NA PPM Ambient CO(During Oven CO Testing) NA PPM --tHeating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal ZFue/ e. N=Natural Gas P=Propane O=Oil E=Electric 3Venting Type: N=Natural/Atmospheric V=Natural/Atmospheric PLUS Vent Damper M=Mechanically Assisted S=Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances re fardless of Venting Type,if the exhaust vent is accessible. 4Water Heater Style., Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Tom Baccarella Rater Number: 3587347 Rater Signature: Date: Jun 26, 2024 lh brm 90106 O1CST Form 2011 FOR 2011 USE ONLY Corresponds to BHI -2011 _t Envelope Leakage Test Testing Company: Technician: Name: New York Building Technology Group Name: Netaniah Kingston Address: 159 Rt 25a Credentials: RFIN XSQIV5 West Bldg Suite B Email: netaniah@nybtg.com Miller Place, NY 11764 Phone: 6314950289 www.nybtg.com Building Information: Customer Information: Project ID: 3400 Little Neck Rd Name: Address: 3400 Little Neck Road Address: Cutchogue, New York 11935 Geo-Tag Data: Latitude:41.012560 Longitude:-72.464157 Ti m esta m p: 2024-06-2413:40:51 Measured Leakage: 1.51 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: Multipoint Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 1,864.0 (+/-2.0%) Effective Leakage Area: 110.5 in Building Volume: 73,974.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient (C): 164.9 (+/- 13.9%) Exponent (n): 0.620 (+/-0.038) Correlation Coefficient: 0.99809 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 75 OF Post Indoor Temp: 75 OF Pre Outdoor Temp: 84 OF Post Outdoor Temp: 84 OF Altitude: 0.0 ft Time Average Period: 10 seconds Test Date and Time: 2024-06-2413:44:57 3000 I , Depressurize z E 2000• _ ( _ __ j._ _ E i Y80 i ca $88 v 600 m 500 .. 400_.. _._ 300 4 5 6 7 8 910 20 30 40 50 6070 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa), Bldg-(Pa). Adj Bldg_ft) Fan (Pa), Flow(cfm) Config Baseline 3.0 -60.0 -61.2 -63.7 -145.0 2,151.3 Ring A -54.0 -53.1 -55.7 -121.4 1,973.1 Ring A -48.0 -45.1 -47.6 -96.0 1760.1 Ring A -42.0 -38.6 -41.2 -80.9 1:618.8 Ring A -36.0 -33.1 -35.6 -64.9 1,453.8 Ring A -30.0 -26.9 -29.4 -55.7 1,350.0 Ring A -24.0 -20.7 -23.3 -37.7 1,114.8 Ring A -18.0 -14.9 -17.4 -28.2 968.5 Ring A Baseline 2.1 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6102 Calibration Date: 2020-07-27 Deviations from Standard: • None Comments: Exterior foundation insulation &Sealed Attic Report by TEC Auto Test 1.9.5 (6), © 2023 The Energy Conservatory, Inc. Page 2 of 2 �yj 3� r s y i • d . r. s ^Y 1 _ J r•' y �3� � _�� _ � } , ;R. tr �' . �F� _ ` -. �' x-� - . ,«�{ of..��€ - . . �; � Y I ,� '� -; Ak 7 ti AVM { c ).► �t r :.t r� �� C q'••'7_ .• •�i ��t •�,., tat ARM, ,•d 4 I -♦ � �' -1 -A' _ ors a- .•Y,• '�. �� . jL 'xis �tiF r r_'� ' `• •Y.. rr. �� ' �• ,Tt� .. tl r NOW- .. .�: s r� r 1F � � ''� �� rat ..5'� _; a». .,t� � �.t-.i. !il ~' �..� y,: .�� '"' � i.' ♦ •r' �� ^�� fir,""^}— R ,,�� • i i 1 t �i .� �1a41 �. ?- �� 4 �, /.• � °. E • i j '� C , � �i ' Y. FOUNDATION(Z1 ® / ROUGH e e� . PLUMBING 1 • STATE ENERGY CODE,.- � �1 •, _ pr ME W B 1 • • S �` iAJWA Ad r TOWN OF SOUTHOLD ' BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,.before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Gary Steinfeld Approved ,20 Mail to: West Creek Builders Disapproved a/c PO Box 256, New Suffolk, 11956 Phone: 631-334-9205 Expiration ,20 j-� [ECIEVIE"u- spector CEP' z $ 2020 APPLICATION FOR BUILDING PERMIT I URMING DEPT. Date September 8 , 20 20 T0NN-N, f.:X E01,TNJ_1 11j_u� 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. £ Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Gary Steinfeld -631.334.9205) West Creek Builders, LLC (Signature of applicant or name,if a corporation) PO Box 256, New Suffolk, NY 11956 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Builder Name of owner of premises Eileen B Oakley (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer Gary Steinfeld, Owner (Name and title of corporate officer) Builders License No. 41503-H Plumbers License No. Electricians License No. Dther Trade's License No. L. Location of land on which proposed work will be done: 3400 Little Neck Road Cutchogue House Number Street Hamlet. . County Tax Map No. 1000 Section 103 Block 09 Lot 13.1 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 Vacant Land b. Intended use and occupancy Single Family Residential 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $1,200,000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories = 8. Dimensions of entire new construction: Front 69.6' Rear 64.7' ;Dgpt %52.8' Height 32.3" Number of Stories 2 0.77 4 Garage: 26'x 38' 9. Size of lot: Front 121.00' Rear 177.60' Depth 695.56' • .ate 10. Date of Purchase August 7, 2015 Name of Former Owner Deloiselle Trust 11. Zone or use district in which premises are situated R40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded? YES NO_X_Will excess fill be removed from premises?YES NOS 3310 Little Neck Rd 14.Names of Owner of premises Eileen B Oakley Address Cutchogue, NY Phone No. 704-904-5252 Name of Architect Address Phone No Name of Contractor West Creek Builders, LLC AddressPO Box 256, New SuffollPhone No.631-734'8416 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. Town of Southold Trustees Permit#9383 NYSDEC Permit#1-4738-04644/00001 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property?.* YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Gary Steinfeld being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (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 9,5 day, of ` HA . FO.GARTY Notary Public•State of New York. 241421 r"Ttiry Public Qualifed in Suffolk county 9j Signature of plicant My Commission Expires'May 23,20N Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) 2 DA iG residing at D (Print property cUWA§nqakIey (Mailing Address) Cj,d&Q Q do hereby authorize �F2�( 1 ' (Agent) to apply on my behalf to the Southold Building Department. /72c� (Owner's Signature) (Date (Print Owner's Name) APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and emnlovees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. l YOUR NAME : � 6 � 6 L� (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee oSthe applicant;September 20 D)the actual applicant DESCRIPTION OF RELATIONSIHP Submitted this /7 day of. 20� Signature Print Names AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: West Creek Builders, LLC (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit X Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this 8 day of September Zp 20 Signature .cad Print Name West Creek Builders, LLC (Gary Steinfeld) f 1�,.:•i°°il~ ' .•°i°i i°i°joo. ' ::r:�°11t 11�i.. _ .°�fl °61I� . _/ ra q°9#°0•`i°ip°:�• S .....d q:°tiiP 1 °. --��` �a41N I%DD .. oeii DaD :oNi avvv, yoi L (yvv, aN v f 'atRJpe ft vv v yi �! Dv BOARD OF SOUTHOLD.TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 9383 DATE: JANUARY 16,2019 . ISSUED TO: EILEEN B..OAKLEY PROPERTY ADDRESS: 3400 LITTLE NECK ROAD, CUTCHOGUE SCTM# 1000-103-943.1 AUTHORIZATION r Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the:Resolution,of.the Board of Trustees adopted at the meeting held on January 16,20191 and J` in consideration of application fee in the sum of$250.00 paid by Eileen B. Oakley and subject to the Terms and Conditions as stated in the Resolution, the Southold..Town Board of Trustees authorizes and permits the � following: Wetland Permit for construction activity within 100' from the landward edge of wetlands to construct a 711x80.8' two-story,single-family dwelling with covered and screened porches and ~ basement; a landward 241x36' detached garage; new septic system,driveway,and-drainage systems all landward of Trustee jurisdiction; install a line of staked hay,bales and/or silt fencing prior to and during construction; all necessary vegetation to be removed landward of erosion control line for the purposes of construction;with a future.modification to existing vegetation within Trustee jurisdiction;with the condition to establish and perpetually maintain a 2.0' non-disturbance buffer landward of the flagged wetland line; and as depicted on the site i plan prepared'by.West Creek Builders dated January 8,2019,and stamped approved on 'January 16,2019. • - a IN WITNESS WHEREOF,the said'Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 16'h day of January',2019. y I r � ti dr. -yvlt i S t Y\itiiY 1 LC]Y..( nXi'G>'J55asv! 'S•e i\ GC •u .7t LlI 31t ('((.-.Z w•..v S l 7 1. 1. a Y. , t rltt a � _ 9 f` �•'• �: � .. a r � �\`„„•'•11a f �e ��i Glenn Goldsmith,President SQ(f�� Town Hall Annex A. Nicholas Krupski,Vice President ,�® ��® 54375 Route 25 P.O:Box 1179 Eric Sepenoski 9B Southold,New York 11971 Liz Gillooly CM Ztic Elizabeth Peeples •' Telephone(631) 76$-1892 Fax(631) 765-6641 nUidT`1,� 7 -BOARD OF TOWN TRUSTEES APR 2 TOWN OF SOUTHOLD 0 2022 �. Permit No.: 10106A TOWN OF Date of Receipt of Application: January 25, 2022 Applicant: Eileen B. Oakley SCTM#: 1000-103-9-13.1 Project Location: 3400 Little Neck Road, Cutchogue Date of Resolution/issuance: April 13, 2022 Date of Expiration: April 13, 2024 Reviewed by: A. Nicholas Krupski, Vice-President Project Description: Conduct construction activity within 100' from landward edge of wetlands to construct on vacant parcel an approximate 71' Off two-story, single-family dwelling with basement; a 24'x36' garage; install a septic system; and to install a driveway. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by Nathan Taft Corwin, III Land Surveyor, last dated April 6, 2022, and stamped approved on April 13, 2022. Special Conditions: None Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Glenn Goldsmith, President Board of Trustees L ''LOTAIR NUMBERS SHOWN THUSION OF REFER TO D alNA-A•cycvs• AF m•nDX- IMPERVIOUS LOT COVERAGE SURVEY OF PROPERTY YAP OF MINOR OFFICE F WE OF PROPERTY OF DDM FTYCE MOE11EL1 FOSTER R OVER UPLAND LOT AREA (63,835 sq.ft.) ONE A WE 90OF WE CLERK OF SUXOUL L'OUNTY ORI4.200 R. X MI..H, ON MAY 21.1g90 AS FILE N.aBU 4.x00 W 11.X dl7=714 ca H. D ESCRIPTION SITUATE 2.HOOD ZONE INFORMATION TAKE!PROP; 714—fL/42.E.17 v.rMool H.of a'd1c.Im hing pod mgWmd REA X LOT COVERAGE FLOOD INSIXLANCE RATE MAP No.3a1WWtw N PROVIDE(5)W dl..X 4'high STORM DEAN POOLS S,x6s,q./1• B.aX CUTCHOGUE Ta¢NO llt4 elOJO FLLV He EETERYINED ROOF AREA(HOUSE}4.950 m•fL TONE X'; ARF/5�'0$ANNIAL CNNKE I1000;NSAq OP li ANNWL CRANE i1000 4.950,g,ft X 0.17.ese cu.H. a.Tt.R.H. ,.6X TOWN OF SOUTHOLD POW DDmf OF 1135 THAN 1 MET OR IYIIII ORNNAGE ARFAg I£54 THAN ME au.H./bit"20.3"dlml It of R'We.I.xhh,e p.W nWhN SGOCR WLL•AND RE SRSE THE aF LLY®FROM' ANRJAL I:IUNCE RDDO. PROVIDE(6)B db.X 4 high STORM OPAW POOLS 3aa p.n. D.sx SUFFOLK COUNTY, NEW YORK ZONE L• AR0.g ttlmgam m BE OU19pE THE O.tX AA111D1 tENEE FTDOOPIApV. ROOF AREA TOARAG BST,q.fl. S ELEVATIONS ARE pESERENC[0 TO N.A.VJL 1BIIa DATUM 531,q. .x D.7=141 m.n. S.C. TAX No. 1000-103-09-13.1 EXC- FIRSELEVT FLOOR ARE SHOWN iNUS:JYX 141 m.H./4".3.3 v.Himl H.of a'did.Imohing P-1 mAWmd WALKSSto,q,ff. LOX FJL- FIRST FLOOR PROVIDE 0)B•die.X 4•high STORY DRAIN POOLS SCALE 1"=60' GUM GARAGE FIDt1R 6,937,q.H. /2.BY ti MIN UM SEPTIC TANK CAPACITIES TOR A e BEDROOM HOUSE IS 1,750 CALLONR PROPOSES B'DLl%1'DEEP pRYWFLLS:� JULY 17. 2015 1 TANK;10'OLl 3.5'LLONO DEPTH 3. DUNE LTV ADD SPOT ELEVATIONS .. UY LFAtlL SYSTEM i0R A a BEDROUY HOUSE IS 400,{N SNEWALL ANEA. PROPOSEO B'GIA.X 4'DEEP DRYWELIS WITH OPEN CRATES.® JANIM B,2019 LOGTED mWN TRUSIES WEIIANI MCGINS IS LEACNItlO GALLEYS(um...c 2's.. MARCH 1R,2022 RFEOC,MED PROPOSm HOUSE [_]PROPOSED eUTWE e0X[II4NSaN pAUEy APRIL a.2002 ADO NON-DbTURRANCE BUFFER _M PR MEM MW X C73'X M MIEN LEACHING OAtLEY' TOTAL LOT AREA= MSfD 1.1e0 GALLON sEPa TANK ROAD Zu 7023 D. it. @O X UPLAND LOT AREA-53.NS eq.M. fi.TIES LOGTION OF WEDS A ST NEU LS SHOWN HEREON ARE FROM FIELD 1.23a oa OBSERVAING m0/OR DATA IN 150.D FROM OTHERS. 7.ALL METING OWELLDlGS WITHIN 160'OF SUBJECT PROPERTY ARE CONNECTED TO PUBLIC WATER. Z CERTIFIED TD, WESTCOR LAND TTIE INSURANCE COMPANY '° Ca01LE ABSTRACT Ccry THE NO KERN TRUST COMPANY. SO S.LASALE STREET,CHICAGO.R.60603 N/� OOMPAYE fA09Y 'es 1D1m � 695.56' F-I ,. y r / r o H 8 G — PgpP.vV' C) /fe� TEST XO a DATA ii •e7rE CLVG Mm' . �� L O OESF HOLE OUc BY AV, ' P e,Ho ti gar O g o aN SFPR3IBLF zb re�rssPY YACYO Mm WHO �. �L 5/1 65FM a1W'M aV®Y f6Yl l4 R s l I RO —EN mlY eNID g, N 81•03,00" E AL AM, � AL PYa roam sv n g AL Ah, A4, AY, AY, ME JND Q •;1< S JL y3 to T'a 2 OU o !� vALE aam mm sAra sr a 6 e Z AV, AV, ' E� - maI pit a VALE aNNN DNE ENO ev AILtie,C o t AL Ao cii: R TaXE rn Poetas ^XE o s+: 188.00' C? W4FX q PYE IMN •pools 11` AL MEADOW Mo E-s�4 g` wIw m,$"• W o A �e FUIE wm s 61'03'00' o lz 4. III Au, AL ALL All, iR I AV, ua 1 c,z.r1 z All, u" a1 mA 1i��1 1Tp� M�p pM ®a PMPARFD NF 450.00' A111'll'IV11E\/I'L D I"- sLPAAs av3ltl'XED rATm N' urmm x o W I 4Ng II AL A, AL A L: \ �� p�yoF APR 1 1 2022 tcoFt�o�s nAB[N 0 XPPROVED BY SaUl Wdlhwn W s 81 p3 oa" BOARD OF 1 RUSTEES 6Da`Ao)Tm9xD6 TOWN OF SOUTHOLD 1.�\ •`411&7 a .Y.s.uo.NO.sD4a7 DATE ,, � 7 �2Z DNADDaR®A RAbNORApD ON Nathan a Corwin III m TlON amvLY R A xDlAnm of SECD W 720g di iME NEW YOWf STATE uW. Land Surveyor COPES,LA OF TES eIANLY 1lAP APE aFARNG EIBOR"�5 Ls N�°9E m�OF10D ---- m x A vAm TRIz cmr. Sc ",Ta SYaNey J.Iedmen,Jr.LS B PgPARFD,ANa CN N5&]INi m TR Joaepn A M9Wno L9. SY "-suad,'daione-Ste A=- Cana"ueem L'ed Tlmmi.�T�'an�Aratt¢A"K N��1MIS°FRAaIE PHONE(631)727-2090 F.(631)727-1727 THE�EpIORSTENCE OF RICXT Oi WAYS OFFICESLOGFED AT MAOLUNG ADDRESS AN1:NOT SMOA'1FE"ARE N07 OP0UAgAN1EEp, Jameapoorrte NewMhn Ymhdii8{7 '—pd.New Yak 11947 .J Glenn Goldsmith,President W S®Upy Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ,`®� ®�® P.O.Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples ® �® Fax(631) 765-6641 CoUI�N,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2176 C Date: September 11, 2024 THIS CERTIFIES that the construction activity within 100'from landward edge of wetlands to construct on vacant parcel an approximate 71'x80 8'two-story single-family dwelling with basement,a 24'x36'garage,• installation of a septic system;and installation of a driveway. At 3400 Little Neck Road,Cutchogue Suffolk County Tax Map#1000-103-9-13.1 Conforms to'the application for a Trustees Permit heretofore filed in this office Dated January 25,2022 pursuant to which Trustees Administrative Permit#10106A Dated April 13,2022,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 construction activity within-1 00'from landward edge of wetlands to construct on vacant parcel an approximate 71'x80.8'two-story,single- family dwelling with basement,• a 24'x36' garage; installation of a septic system;and installation of a drivewyM. The certificate is issued to EILEEN B.OAK-LEY owner of the aforesaid property. Authorized Signature AM NEW YORK STATE DEPARTMENT OF.ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-04644 PERMIT Under the Environmental Conservation Law CL Permittee and Facility Information . i Permit Issued To: Facility: EILEEN B OAKLEY OAKLEY PROPERTY 3310 LITTLE NECK RD 3400 LITTLE NECK RD CUTCHOGUE,NY 11935 CUTCHOGUE,NY 11935 (704) 904-5252 Facility Application Contact: GARY STEINFELD WEST CREEK BUILDERS LLC PO BOX 256 NEW SUFFOLK,NY 11956-0256 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 713.222 NYTM N: 4543.243 Latitude 41,°00'45Q"_Longitude: 72°27'51.6" Project Location: 3400 LITTLE NECK RD., CUTCHOGUE .SCTM# 1000-103-9-13.1 EUGENES CREEK Authorized Activity:. Construct a 70'x80:8'two-story single family dwelling with basement,24'x36' ara a im ervious stone walkways, and ervious'- �vel driveway. Install se tics stem, and ells. g g p Y p Y P Y dryw All work must be'done in accordance with the plan prepared=by West=Creek Builders last revised 2/6/2019 and stamped NYSDEC approved 2/28/2019. Permit Authorizations. i I Tidal Wetlands-Under Article-25 Permit ID I-4738-04644/00001 New Permit Effective Date: 2/28/201.9 -Expiration Date: 2/2712024 I I i Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04644 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:SUSAN ACKERMAN,.Regional Permit Administrator Address: NYSDEC Region 1 Headquarters. SUNY @ Stony)3rTkJ50 Circle Rd Stony Brook,N,)( 1 1 90-3409 Authorized Signature: Date I/110/?�:� 1 Distribution List GARY STEINFELD Burea_u of Marine Habitat Protection File. Permit "Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL.CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Post Permit Sign. The permit sign enclosed with this permit `shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement east 48-hours prior o commencemen of-th�project;thep�rmittee —-- --and-s&i6r star-shall-sigma-and-return-t op-portion- a io c-e i mfv�fthey are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion ' of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. i 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by West Creek Builders last revised 2/6/2019 and stamped NYSDEC approved 2/28/2019. Page 2 of 6, i i NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 'ROW Facility DEC ID 1-4738-04644 I. 4. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from- construction'of this project shall be completely removed from the adjacent-area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 5. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or,protected buffer areas as a result of the permitted activities. 6. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater.than 75 linear feet from the tidal wetland boundary. 7. Seeding Disturbed Areas All areas of soil disturbance resulting from.the approved project shall be i stabilized with appropriate vegetation(grasses, etc.) immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 8. No Unauthorized Fill No fill or backfill is authorized by this permit without further written approval from the department(permit,modification, amendment). 9. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 80-linear feet from the tidal wetland' boundary;.or as per:;the NYSDEC-approved plan,prior..to;commencementof any.regulated activities and remain in place and in good;functional condition until the project is completed and all disturbed areas are stabilized With vegetation. 10..Install,Maintain Erosion Controls Necessary..erosion control measures,i.e., straw bales, silt i fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to i be put in place before.any disturbance of the ground occurs and is to be maintained in good and functional.condition until thick vegetative cover is established. 11. Drivervay/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved,pervious.materials. 12. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and.parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 13. Sanitary Systems above Groundwater Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. -_ i I i • i ' I i i Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04644 . ' I 14. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant(or similar Department-approved language)to the deed for the property where the project will be conducted and file it with the Clerk'of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Marine Habitat Protection NYSDEC Region.1 Headquarters SUNY @ Stony BrookJ50 Circle Rd . Stony Brook,NY11790-3409 Attn: Compliance 15. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt i curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the. i wetland.or protected buffer area. Tarps are authorized to supplement these approved methods. 16. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 17. State Not Liable for Damage The State of New York shall in no case be liable for any damage.or injuryto"the structure or work bereinauthorized which may�be'cau se,d'by or :result`from'future operations � undertaken by the State-for the,.conservation or improvement of navigation,or for other purposes, and.no claim or riW`to`compensation shall'kcm, from any such'damage. 18:.`8tate May Order Removal or Alteration of Work.:If future operations-by the State of New York •1`"require an alteration in the position of the structure or work herein`authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or.destruction of the natural resources of the State, the-owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration.or revocation o&this pern'it,the structure,fill;excavation, or other modification of the.watercourse hereby-authorized shall<riot-be:completed;the owners, shall,without expense to the State,and to such extent and in such time and mariner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. 'No claim shall be made against the State of New'York on account of any such removal or alteration. State May Reg aire-SituRvAuration If u. ation or revocatiomofthis-permit;the— project hereby authorized has not been completed,the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. i Page 4 of 6 i 14EW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOW Facility DEC ID 1-473&04644 i 20. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments,fuels, solvents, lubricants, epoxy coatings,paints, concrete,.leachate or any other environmentally deleterious materials associated with the project. GENERAL CONDITIONS -Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department i of Environmental Conservation(the Department)to determine whether the permittee is complying with, i this.permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301. and SAPA.401(3). The permitted shall provide a person to accompany the.Department's representative during an inspection to the permit area when requested by the Department: . A co of this permit,including all referenced maps,drawings and special conditions,must be available copy P � g p � for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit.upon request by a Department representative is.a violation of this permit. 2. Relationship,of.this:°Permit to.:Other Department Orders and Determinations Unless expressly ,:. i provided_for-eby the Department,issuance:of this permit does not modify, supersede or r..escind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal',modification or transfer of this permit. Such.application must include any forms or supplemental.information the Department requires. Any renewal,modification or transfer granted by.the De artment must be in writing. Submission of applications for permit renewal,modif cation or transfer.are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd i Stony Brook,NY11790 -3409 i — —a Submission-ofltenewal-Applicat e-periii tt e imst s mit axe pp iic'51 t 0 days before permit expiration for the following permit authorizations: Tidal Wetlands. i 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the-right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false'or inaccurate statements in the permit application or supporting papers; Page 5 of 6 dome NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Now Facility DEC'ID 1-4738-04644 b. failure by the permittee to comply with any terms or conditions of the permit; i -c. exceeding the scope of the project as described in the permit application; ! d. newly discovered material information or a material change in environmental conditions,relevant j technology or applicable law or regulations since the issuance of the existing permit;, e. noncompliance with previously issued permit conditions,orders of the commissioner, any i provisions of the Environmental Conservation Law or regulations of the Department related to i the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition.. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS ' Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York,its representatives, employees, i and agents("DEC")for all claims,'suits,_actions, and damages,to the extent attributable to the permittee's acts or-omissions in connection with the permittee's undertakingof activities in connection I with, or operation arid'maintenance of,the facility or facilities authorized by the permit whether.in compliance or not in with the terms and conditions of the permit. This indemnification does not_extend to.any claims, suits, actions, or damagesto the extent,attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or'actions naming-the-DEC and arising under . I Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its.independent contractors,.employees,agents and assigns of i their responsibility to comply with this permit,including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall.be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The_permittee-is_resp_nncibh-for_obtaining^any h r permits,-approy_als�lands,-e-ase��ts_and rights-of ray[ ,at may-bc�-rgquired o—ca y-oust-he=acti ities-that-axe-author-itied-h3-this-pexmit_ I Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. i Page 6 of 6 NOV 16 2022 f �guFFO(,��, BUILDING DEPARTMENT-Electrical In�pec#o�' -- tJ.v14iI IO, TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 4,, ► �a Telephone (631) 765-1802 - FAX (631) 765-9502 rogern( southoldtownny.gov- seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: GJS Electric, LLC Electrician's Name: Gary Salice License No.: 4839ME Elec. email:gary@nfay.com Elec. Phone No:' 631-298-4545 01 request an email copy of Certificate of Compliance Elec. Address.: 6615 Main Rd., Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: 0 Q e Address: 60 -C Alec,k l2j, Cross Street: 5 h9d, Phone No.: Bldg.Permit#: 481 S�3 email: Tax Map District: 1000 Section: O Block: 09 Lot: B,RfEF DESCRIPTIO UDE SQUARE FOOTAGE (Please Print Clearly): `a�r��lC� c rl�i �IN�JIi��C �/� Vv��'l,h� 2rr►�rf and r Square Footage: fo Circle All That Apply: Is job ready for inspection?: ❑ YES K'NO —]Rough In ❑ Final Do you need a Temp Certificate?: YES❑ NO Issued On Temp Information: (All information required) Service SizeK1 Ph❑3 Ph Size: A #Meters _ Old Meter# New Service❑Fire Reconnect❑Flood Reconnect❑Service ReconnectUnderground❑Overhead #Underground Laterals 1 2 XH Frame Pole Work done on Service? UY 7N Additional Information: PAYMENT DUE WITH APPLICATION ek-14- 10 "2 ' �� 1 nolq-7 r ot�SufF®c/(�i? BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD C4 Town Hall Annex-54375 Main Road-PO Box 1179-Southold NY 11971-0959 �'G. �O� Telephone (631) 765-1802 I v. a Temporary Certificate # � J'� Date I Le 2022 Customer Name a "-P, Electrician Name 6- Address ` Vo t EL j r ne e-mail e-mail av- n�(L V, U�� Phone C � " W�_ Lice nse# hA F_ 4 �n I �� Size :SQQ A Phase f Overhead Underground V #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 a Bove. Authorized by - NOV 2022 ' �6S�DLA- BUILDING DEPARTMENT- Electrical Inspector /j�O G�n TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 yr z o � .t Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(@-southoldtownny.gov - seand(d_)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: GJS Electric, LLC Electrician's Name: Gary Salice License No.: 4839ME Elec. email:gary@nfay.com Elec. Phone No: 631-298-4545 D I request an email copy of Certificate of Compliance Elec. Address.: 6615 Main Rd., Mattituck, NY A1952 JOB SITE INFORMATION (All Information Required) Name: q- e,, Address: UCH i t eG ,- 10,21 c ( 2 A-) cf 3 Cross Street: Phone No.: Bldg.Permit#: 491 3Z email: Tax Map District: 1000 Section: U , Block: 6)9 Lot: B Er DESCRIPTIO UDE SQUARE FOOTAGE (Please Print Clearly): ) ��i17 Ce ►i14�j C, WC,11fob- i/s� 0'/ nei� l Square Footage: ac Circle All That Apply: Is job ready for inspection?: ❑ YES ['NO Rough In ❑ Final Do you need.a Temp Certificate?: YES ❑ NO Issued On F p Information: ,, (AII information required) Service SizeP1Ph❑3 Ph Size: A # Meters� Old Meter# ew Service❑Fire Reconnect❑Flood Reconnect❑Service ReconnectUnderground❑Overhead erground Laterals 1 2 H Frame Pole Work done on Service? Y N ional Information: PAYMENT DUE WITH APPLICATION �� I `fitk�� Address:PERMIT 0 I, U =I Switches Outlets i I GFI's Surface Sconces H H's ( C 'Ile e C Lts �� Fans � �� Fridge � HW Exhaust oven )$ WAD r Mini I smokes DW 1 � Micro Generator arbon =ombo Cooktop Transfer Coo"o AH 11 Hood I Service Amps Have aC Usec ,pecial: AUT 104kI � S- 0 W, :omments r q -- JA re Scott A. Russell ,��®�U '� SIF01kMWA\IF1E1_. SUPERVISOR a I��1[A\lam A\G�]EI�WIENIF SOUTHOLD TOWN HALL-P.O.Box 1179, 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236: - STORMWATER MANAGEMENT WORK SHEET ( TO-BE COMPLETED BY THE APPLICANT ) IDOF-S 'f' ES PROJECT INVOLVE ANY OF THE E FOLLOWING- Yes No (CHECK ALL THAT APPLY) ❑❑ A. Clearing, grubbing, grading or stripping.of land which affects:more than 5,000 square feet of ground surface. ®❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel_ or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise-to 100 feet-of horizontal distance. ❑❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑❑ E. Site.preparation within the one_hundred-year f loodplain as depicted on FIR,M.Map of any watercourse. ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a.Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious.surfaces. New Dwelling & Pool If you answered NO'to all of the questions-above, STOP!' Complete the Applicant section below with your Name,. Signature,;Contact Information,.Date & County Tax Map.Number! Chapter 236 does not.apply to your project. If'you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed.Check List Form to the-Building Department with your Building Permit Application. APPLICANT: (Property..Owner,Design.Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: District NATAE: Gary Steinfeld, West Creek Builders 103 _2 -1-3-1 09/08/20 Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information 631-334-9205 r,kph—N" be i Reviewed By: — — — — — — — — — — — — — — — — Date: Property Address/Location of Construction Work: — — — — — — -- — — — — — — — — — — Approved for processing Building Permit. 3400 Little Neck Road, Cutchogue El Stormwater Management Control Plan Not Required. - - - - - - - - - - - - - - - - - E Stormwater Management Control Plan is Required. ' (Forward to Engineering Department for Review.) FORM * SMCP TOS MAY 2014 I I APPLICANT: S.C.T.IM.# 1000. sulk CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) O �f Gary Steinfeld 103 09 13 e $ Stormwater Management Control Plan CHECK LIST r' NAME: St C:rPPk R I Section Block . Lot We- ILcipm, 2 S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. PI—Pnn` Date: d * The applicant must provide a Complete Explanation and/or Reason for not providing 631-334-9205 09/08/20 0l all Information that has been Required by the following Checklist! signature I depww N..6. 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! YES NO NA show all of the following items: If you need additional room for explanations,Please Provide additional Paper. a. Location& Description of Property Boundaries X 1=1= b. Total Site Acreage. 00 c. Existing -Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). 00 d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 00 e. Limits of Clearing& Area of Proposed Land Disturbance. 0� f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) X g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. 00 j. Location of proposed Soil Stockpile Area(s). X00 k. Location:of proposed Construction Entrance/Staging Area(s). X 00 I. Location of proposed concrete washout area(s). X00 M. Location of all proposed erosion&sediment control measures. X 00 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 00 rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 00 b. Construction Entrance&Site Access. X �0 c. Inlet Drainage Structures (e;g.catch basins,trench drains,etc.) X 00 d. Leaching Structures (e. .infiltration basins,swales,etc.) ****FOR ENGINEERING DEPARTMENT USE ONLY**** I Additional Information is Required. Reviewed& I Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — - - — — — — — ® Stormwater Management Control Plan is Complete. Date: I SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 I West Creek Builders, LLC P.O. Box 256, New Suffolk, NY 11956 Tel 631.734.8416 Fax 866.352.5112 Lic#41503-H September 28, 2020 Town of Southold Building Department Town Hall Annex .54375 Route 25 Southold, NY 11971 RE: Construction of Single Family Residence & Detached Garage 3400 Little Neck Road, Cutchogue, NY SCTM # 1000-103-09-13.1 This project includes construction of a new single family residence and detached garage. The following documents are attached: 1. Building Permit Application 2. Application for Certificate of Occupancy 3. Four (4) Sets Stamped Construction Drawings 4. Survey 5. SCDHS Septic Permit 6. Stormwater Management Control Plan 7. REScheck Compliance Certificate 8. Southold Board of Town Trustees Permit 9. NYSDEC Wetlands Permit 10.Owner Consent to Inspection 11.Owner Authorization 12.Transactional Disclosure Form — Owner 13.Transactional Disclosure Form —Agent If you require additional information or have any questions, please contact me at 631-334-9205 or gary[)westcreekbuilders.com. Thank you in advance for your assistance. Sincerely, Gary St feld West Creek Builders, LLC SURVEY OF PROPERTY NOTE: 1. LOT NUMBERS SHOWN THUS:LOTQ REFER TO MAP OF MINOR FILE IN THE OFFICE OFSTHE CLERK ION OF OOF SUFFOLK COUNPERTY OF DORIS !PRICE MOELLER FOSTER SITUA TE ON MAY 21, 1990 AS FILE No. 8941 u ('� �j 2. FLOOD ZONE INFORMATION TAKEN FROM: CU 1T CHO�-+UE FLOOD INSURANCE RATE MAP No. 36103CO164 H ZONE AE BASE FLOOD ELEVATIONS DETERMINED TOWN OF S O U T H O L D ZONE X*: OF CHANCE2X ANNUAL ANNUAL FLOOD DEPTH OF LESS THAN I FOOT OR WITH DRAINAGE CHANCE LESSHAN S U/+F F O L K COUNTY, NEW Y O R K ZONE X. AREASUARE MILE,DETERMINEDµTO BE OUTSIDE PROTECTED0.2X LEVEES BY NUAL CHANCE FLOOOPLAIN. FLOOD. S.C. TAX No. 1000-103-09-13.1 3. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:.= SCALE 1"=60' F.FL- FIRST FLOOR G.FL- GARAGE FLOOR JULY 17, 2015 JUNE 7. 2017 ADD SPOT ELEVATIONS JANUARY 8. 2019 LOCATED TOWN TRUSTEES WETLAND FLAGGING TOTAL LOT AREA = 106,723 sq. ft. WILSON ROAD 2.450 UPLAND LOT AREA = 53,835 sq. ft. 1.236'cc. CERTIFIED TO: WESTCOR LAND TITLE INSURANCE COMPANY Ea COOKE ABSTRACT Corp THE NORTHERN TRUST COMPANY, 8 50 S. LASALLE STREET. CHICAGO. IL 60603 IRTgNwo RUyy COMPANY, ' $ ' - m RN 5.56 Ir-I ��, � D'ro USES� caWATER o 0 69 _ ,�.e `� y y 0 o 366.48' Irk / V L J TEST HOLE DATA m ��''� ND � y (TOT HOLE DUG BY A1cDOAWLD GEOSCIENCE y m@ m� i A WIRE ANCN' O m I ON SEPTEMBER 24, 18 2:25PM) ,AIIL 6 �� Fr73L� LOT 1O w n p EL 9.0 a c ;: GRAYISH BROWN SANDY LRAM OL ,IVL As FLAG E-8 ' TEST HOLE VACANT AND WOODED m € \^1 v os' $Q� C .a.�.r. BROWN SILT'SAND SM AL3. N Q+.OZ.00ff E AL ]lltt AL11L \, I AD. '� FJ'� 5d •, PALE BROWN SILT ML 5' ''11,, O •� •� PALE BROWN SILTY SAND SM AL AL AL J FLAG E- JIL 1 , •t2,.T v ;: ;••�; PALE BROWN FINE SAND SP 2 \ Y ]VtL �1�L �E-BC \ P Z AL EL Or ft, 2 \ `\ B.1 RE FENCE O N \ 6 , ONCE v� . v o O \\ AL � JAL � �\ .� � � Us. 188.00 m .� (A mO WATER IN PALE BROWN v crEj, FINE SAND S7 000. �11tL G G 9� sHRu „m » W p \\ t MEADOW \ 1hW �"Y `\ m= �gl 81�Q3 QQ O O �m O+p. \ ]1�tL J1�tt / El �• FLAG E-5jL\ `�; c V7 S �I• T7 \\ JIL . �a Gym e yc^\�yi^ O ITT P\ art JAL ',,'L \ o. A r �0. I JI L FUG -4 �\ 9.0 NOCT1 O �11 \\ FLAG E- 3,p \ % • ROW OF PREPARED IN WITH TH -MINIMUM y \ AL AL AL Q, m BY THE DS FO U AB179 450'0 FOR SUCH )ANND�s. \\\\ A L �IVc ,1VETAG E-� usEs PUBLIC WATER TITLE al� mot'a+F �+OR® x \ �11►L `\ y0T \ AIL p w AL � FLAG E-1~ S AIL g�•03'p0,� \jJ J A. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Ta orwin III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE C Q EDUCTION LAW. Land d Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAID SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED,AND ON HIS BEHALF TO THE TIRE COMPANY,GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUBON.CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 RECEIPT SUFFOLK COUNTY GOVERNMENT SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES, DIVISION OF ENVIRONMENTAL QUALITY OFFICE OF WASTEWATER MANAGEMENT, 360 YAPHANK AVENUE, SUITE 2C, YAPHANK, NY 11980 (631) 852-5700 Today Date: 03/23/2022 ® i , Application: R101 80133-ZEC APR 2 0 2022 I , Application Type: Single Family Residence Application „. BUILDING Address: TOWN OF SOUTHOLD Fee Allocation: Fee Item Description Fee Amount Amount Paid Amount Paid Total Balance Due Renewal or transfer of application $125.00 $125.00 $125.00 $0.00 ..................................................•--------------------------------------------....---------.------ Total: $125.00 $125.00 $125.00 $0.00 ------------------------------------------------------------------------------------------------------------------- Receipt No. 441582 Payment Method Check# Amount Paid Payment Date Payor Comments Check 1856 $125.00 03/23/2022 ELEEN BRENNAN OAKLEY Total:- $125.00 Contact Info: EILEEN B. OAKLEY EILEEN B. OAKLEY 3310 LITTLE NECK RD CUTCHOGUE, NY 11935 Work'Description: RESIDENCE SITE DATA PROJECT DESCRIPTION 1NIL50N ROAD 56TM# 1000-103-Oq-13.1 -CONSTRUCT C64.4' X 52.q' 4 BEDROOM RESIDENCE iN/ BASEMENT PROPERTY: 3400 LITTLE NECK ROAD -CONSTRUCT 23.4' X 38' GARAGE CUTCHOGUE, NY 11g35 -STONE PATIO AND WALKWAYS A5 SHOWN ON PLAN OWNER: EILEEN B OAKLEY -TOWN OF SOUTHOLD 1NETLAND5 PERMIT#g383 ZONING: R40 -NY50EG WETLAND5 PERMIT #1-4138-04644/00001 0 0 -NEW SANITARY SYSTEM A5 PER 5GDH5 APPROVAL R-10-18-0133 �z LOT AREA -NEW UNDERGROUND WATER, GAS, AND ELEGTRIC UTILITIES TEMPORPRYERp510N d 3 TOTAL LOT AREA 106,723 5F cpNTR4L SILT PELAGE AS REQUIRED TOTAL UPLAND AREA 53,535 5F =- Z NGE N N LIMIT OF GROUND U3 rn m ��, DISTUR6A --- � 366.48' PROPOSED LOT COVERAGE z rn NRUG ON RESIDENCE 3,554 5F _- G. -, oP ' ; ,- � .J ENT NOS -.t ' -" -T� R y,v� GO GARAGE C156 5F a �, - - �� f� Y - z _ rn w z _ - 01 '. '� STONE PATIO 520 5F d ti rn z rn FOUND N ---- -- C,' ^>= m -� ?n GONG MO _ pV 1, -Al p�O - Q z DRIVEWAY APRONS 445 5F ti cp y p m z �n POST&WIRE 1 �Dy�1 �} - L c� ' Q LU o ?o �t s o FENCE \ P i .; � 4�� ' --- �' �oTO o WALKS 310 5F �. PRCNE �°-� Q�„� , - e e� WOODED o Q d TOTAL 5,785 5F 10.75 /o ,- - ---- ---- ION 3. J oSED` z rn p 1 5�.010 O % i E5T HOLE' �� ./AGANT pND v o FLAG E-5 PAS i O \ MPORARY ER05 S IP PEON O O A L1 TE N OL MEASURE I ' \ - '., 6014 ° z cT10 - SURVEYOR 11/r, \ \p R�GcpNSTRLELINE \ O' Dom` '7Sp, rn rn al/, DIOR SAY 6A `\ \� / 10.8 z NATHAN T. GORWIN IIIOil GeA" 3 rn V_ 0�' "' �\ -i PO BOX 16 a�/,, ` N��'�� -G GpJN JAME5PORT NY 11 g41 pIFLA E- ' 1TP RYO O�c�� LLICENSE NO. 50467 � �I>� � �,\,\ 100, \ \� �� \, � � ,� , _.,-�;.,. .� �` �,.DATED JANUARY 8, 201 q �` �� \ ----- - ----- 1\pN - --- -- oalh, 5tt Tp\� s � _ 'bV POST &STORMYVTER CONTROL y GREEKAGGE ,gyp 2`y� a\ . _ „�4t _ JO 125 051ON pQ,p,,00'allr, = q`PATH oy o y; O_ RARYER 1 V VO � aVr, ally, ci �,` 0 2 c b 1lz.='� T 4�r TEMPO -p ° CONSTRUCTION ACTIVITIES: O Op o r �� y s� yp� roo 'zUaS CONTROL`-ILTFENGE O 41. alr. n�y 1 o ,\\p G G s z MEADOW z s s ti o rn 00.310•O p y y FLAG E-5 G�� Ps 0 5 �1 � AS REpFIGROUND -P 1) INSTALLATION OF TEMPORARY ER05ION CONTROL MEASURES o. '� o rn �. 0 3 rn ti��Po '`, ti P 1 h (r D STURBANGE 2) DEMOLITION OF EXISTING STRUCTURES AND BUILDING COMPONENTS C'(t � � ' d� o o�� c� 13� �o �`o \ DI„1EWN6 nj rn 3 `. 1 - O ti TER 3) EXCAVATION FOR 'NEW BASEMENT FOUNDATION TO DEPTH OF +/- 8' G '� c- pG� - ` O PUBLIC 11 s�ooT \ O USES �l.J KEEK BELOW FIN15HED GRADE C,1 LO O a\I/r, 4) GONSTRUGTION OF NEW FOUNDATION AND PORCH STRUCTURES vn, abFLAG E 4 ° \ �J 2 r �� \ nd 5) CONSTRUCTION OF NEW RESIDENCE �i ��\ M- � PLAIN DESIGN BUILD NEW SANITARY SYSTEM AND UTILITIES ��AT�RL,NE��Ny�l FLAG E 3 cos' \ _ F TR 5 �� rn I 6) �1 a\Ih, MEAN HA\ z� ROW O 1) CONSTRUCTION OF NEW 5WIMMING POOL AND PATIO 4150 �0' 8) INSTALLATION OF NEW LAND5GAPING W PLANTS AND LAN5 A5 REQUIRED , a�lr, 01/= FLAG E-2 DESIGN DRININGS q) REMOVAL OF TEMPORARY EROSION CONTROL MEASURES s NEST CREEK ' EXISTING — �� MiNI��UM-- EXISTING STORM WATER AND POLLUTION CONTROL MEASURES: o \i/ GROUND EXISTING PAVED ROAD POLLUTION CONTROL MEASURES TO BE MAINTAINED IN AGGORDANCE .FLAG E-1 e: t q;'; , - PO BOX 2�6 2"5TONEDR , PROFILE FILTERGLOTH NEIN SUEEOLK NY 11 q56 WITH THE PROVISIONS OF THE TOW � N OF 50UTHOLD, CHAPTER 236, S: REGa YEDGONGR TE , STORM WATER MANAGEMENT AND ER05ION AND 5EDIMENT -STONE SIZE 2° = r,► -LENGTH=MIN.30' 631 734-8416 CONTROL MEASURES. a1°03,00 r ' ITE PLA -THICKNESS=6" 50' MINIMUM -WIDTH= 12'MIN. OTEXTILE 1) PROTECT EXISTING VEGETATION TO REMAIN. SCALE ' 1" = 30'-0" -GEINTAINENTRAN ETHOWSTONE -MAINTAIN ENTRANCE THROUGHOUT CONSTRUCTION ��I N E E R 2) MINIMIZE THE LENGTH AND TIME AREAS ARE EXPOSED DUE TO INSPECT REGULARLY CLEARING AND ORADING. STABILIZE ALL AREAS THAT ARE GRADED AND GONDOLA ENGINEERING, P.G. STRIPPED WITH TEMPORARY SEEDING. 1755 SIGS$EE ROAD 3) DIVERT RUNOFF 1^1ATER FROM GLEARED 5LOPE5 AND MINIMIZE LENGTH EXISTING Z AND STEEPNESS. SUPPORT STAKES* GROUND FLARE EXISTING MATTITUGK NY 11 q52 ENTRANCE PAVED (2 PER BALE) ry ROAD � 4) INSTALL ER05ION AND SEDIMENT CONTROL MEASURES AT PERIMETER STRAWBALES-INSTALLED SUPPORT STAKES* 631 2g8-1 q86 CONTINUOUSLY AGAINST ( 6•MAX,SPACING] OF D15TURBANGE AREA PRIOR TO START OF CONSTRUCTION AND DOWNSLOPE SIDE OF Fit-TER FABRIC FENCE MAINTAIN THROUGH PROJECT COMPLETION. 8'MtN. 5) MAINTAIN STABILIZED GONSTRUGTION ENTRANGE. PLAN 6) RETAIN ALL RUNOFF ON SITE ACCORDING TO LOCAL REGULATIONS. Mt> { rFILTERFABRICFENCS FILL ISSUE/REVISIONS �:,�I NAG E �/' y } BACCCOMPACTED SLOPE STABILIZED 0q. 14.20 1) CONTROL DUST FROM CONSTRUCTION ACTIVITIES. BAIL BINDING � � BACKFILL S) GONTRAGTOR IS RESPONSIBLE FOR REGULAR MAINTENANCE AND ROOF AREA RESIDENCE & GARAGE FLOW �. .- ENTRANCE INSPECTION OF ALL CONTROL MEA5URE5 TO MAINTAIN PROPER RE51DENGE ROOF AREA = 3554 5F � �;�n� � N.T. .�. fax EXISTING GROUND PERFORMANCE. 35�4 5F X 0.11 = 604/42.2 = 14.31 t' s° q) DISPOSE OF ALL PROJECT SOLID WASTE AND DEBRIS ACCORDING A5 WELL A5 PROVIDE (4) 8' DIA. X 4' DRAINAGE POOLS *USE7x2"x4a.(t318*)WOODOR (TEST HOLE DUG BY McDONALD GEOSCIENCE OAKLEY RESIDENCE TOXIC, AND HAZARDOUS WATTE ACCORDING TO LOCAL REGULATIONS. EL.ON SEPTEMBER 24, 18 2:25PM) EL. 9.0' 01 J� 10) MAINTAIN TEMPORARY FENCING WHERE REQUIRED FOR SAFETY AND GARAGE ROOF AREA q56 5F GRAYISH BROWN SANDY LOAM OL 3400 LITTLE NECK ROAD 0.5' DEBRIS CONTROL. q5E SF X 0.17 = 163/42.2 = 3.86 PERMANENT STORM WATER CONTROL CUTCHOGUE, NY 11 q35 11) GONTRAGTOR TO REPORT ANY MODIFICATIONS DETAILED CONTROL PROVIDE (1) 8' DIA. X 4' DRAINAGE POOLS BROWN SILTY SAND SM J MEASURES. TYPICAL DRYWELL DRAINAGE RING 3' s NOT TO SCALE �j PALE BROWN SILT ML SCALE IN DRIVEWAY EAST •© 5� CREEK � 30� PALE BROWN SILTY SAND SM DRIVEWAY AREA = 4g40 5F �� A ` IIE I=11 6' III=11 Ili= CONSTRUCTION NOTES 4q ,0 SF X 0.17 = 840/42.2 = 20 it F ®®® ® ® O ® ®® IIIII PALE BROWN FINE SAND SP PROVIDE (5) 8 DIA. X 4 DRAINAGE POOLS -ICI- BAGKFILLW/ EL. 0.2' ��> _. JECT t GLEAN -PROPOSED SINGLE FAMILY DWELLING WITH BASEMENT AND DETACHED AND III-1 ®® ® ® ® ® ® ® ®®® !! 2',3.5',4',b $ 8 —_1 1�R j/�1I1�(Cj AND GRAVEL —III- ®®® ® ® ® ® � ®9K _ TALLSEGTION5 E -III -ICI- ®® ® ® ® ® ® ® ®®® ��I-I , +� ,-�� ,�.;.- SITE PLAN WATER IN PALE BROWN f l GARAGE PROPOSED 8' DIA. X 4' DEEP DRYWELL5 ilI'ilillli ®® ® ® ® ® ® ® ®®® ii _—+ � IS TO BE EXCAVATED AND CONCRETE FOUNDATIONS ARE PROPOSED - - I;I_I;I_ I_„1= FINE SAND SP 11 III— ®�® ® ® ® ® ®® =III I O , `'(' �' -PROPOSED DRAINAGE DRYWELL5 TO BE EXCAVATED =1i'—III= ®®® ® ® ® ® � ®® =1il-- i�.. _r - MU � � _J I I=1 I I=�I i=1 I I—III- AS PER TEST HOLE 24"MINIMUM TO GROUND WATER 17 FILL TO BE FINE TO COARSE SAND FROP05ED 5' DIA. X 4' DEEP DRYWELL5 -- — — — — — — �- -AREA OF CLEARING/DISTURBANCE - 1,500 SF -NO TREES TO BE REMOVED OUTSIDE OF LIMIT OF GLEARING & WITH OPEN GRATES --r GROUND DISTURBANCE LINE A5 SHOWN EROSION & SEDIMENT TEST HOLE LOCATION MAP CONTROL DETAILS N.T.S. N.T.S. N.T.S. ` SITE DATA DRAINAGE NOTES . LOCATION MAP SGTM# 1000-103-09-13.1 ROOF AREA RESIDENCE&GARAGE 1.LOT NUMBERS SHOWN THU5: REFER TO 1-01 10 PROPERTY: 5400 LITTLE NECK ROAD R951DENCE ROOF AREA=4950 SF MAP OF MINOR SUBDIVISION OF PROPERTY OF VORIS PRICE MOELLER F05TER FILE IN THE OFFICE OF THE CLERK OF 5UFFOLK COUNTY GUTGHOGUE,NY 11935 4950 5F X 0.11=842142.2=20 ON MAY 21,1990 A5 FILE No.8941 = OWNER: EILEEN B OAKLEY PROVIDE(b)V DIA.X 4'DRAINAGE POOLS 2.FLOOD ZONE INFORMATION TAKEN FROM: ZONING: R40 FLOOD INSURANCE RATE MAP No.3610360164 H GARAGE ROOF AREA 892 SP ZONE AE:BASE FLOOD ELEVATIONS DETERMINED EAST p LOT AREA 832 SF X 0.11=141/42.2=3.35 ZONE X*AREAS OF 0.2%ANNUAL CHANGE FLOOD;AREAS OF 1%ANNUAL CHANGE FLOOD (` CREEK WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN '� D E�+ �G N1S Y4 1 L B®N ROAD TOTAL LOT AREA 106.123 5F PROVIDE(1)V DIA.X 4'DRAINAGE POOLS 1 SQUARE MILE;AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANGE FLOOD. ZONE AREAS DETERMINED TO BE OUTSIDE THE O@%ANNUAL CHANCE FLOODPLAIN. \`I Gf� 1�\\\)TOTAL UPLAND AREA 53,835 5F �S S.ELEVATIONS ARE REFERENCED TO N.A.V.D.1488 DATUM pR©N, ©�Tl©NS JECT NEW DRIVEWAY EXISTING ELEVATIONS ARE SHOWN THUS: 2= Ap C©� PROPOSED LOT COVERAGE F.FL. -FIRST FLOOR DRIVEWAY AREA=4200 Sr G.FL.-GARAGE FLOOR w RESIDENCE 5,265 5� 4200SFX0.11=114/42.2=11 `�• ��- GARAGE 832 5F 4.MINIMUM SEPTIC TANK CAPACITIES FOR A b BEDROOM HOUSE 15 1,150 GALLONS. fR�1,�� -" y M PROVIDE(5)V DIA.X 4'DRAINAGE POOLS 1 TANK;I&DIA.3.5'LIQUID DEPTH p G DRIVEWAYAPRONS 330 SF 5.MINIMUM LEACHING SYSTEM FOR AS BEDROOM HOUSE IS 400 sq ft 51DEWRLL AREA.W �`- _S� WALKS 510 SF 5 LEACHING GALLEYS(8.5k4.1517 HIGH �IIN p vz TOTAL b,9315F 12.996 PROPOSED V DIA.X 4'DEEP DRYWELLS PROPOSED FUTURE 50%PXPAN51ON GALLEY o SURVEYOR PROPOSED 6.5'X4.15'X2 HIGH LEACHING GALLEY 6g5.56� r + �t V ' PROF05ED 1,190 GALLON SEPTIC TANK O NATHAN T.GORWIN III PROPOSED 8'VIA.X 4'DEEP DRYWELLS ® PO BOX 16 WITH OPEN GRATES t, DI B.THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 'A 'A 0 O A OBSERVATIONS AND/OR DATA DETAINED FROM OTHERS. r JAME5PORT,NY 11941 _ O 1.ALL EXISTING DWELLINGS WITHIN 150'OF SUBJECT PROPERTYARE CONNECTED TO PUBLIC WATER. e ! .,' ° LICENSE NO.50461 666AV DATED DECEMBER 10,2018 �y �Ry1NE -4 Z M FOUND N Z z m GONC.MON. Q Z i ✓._ O m ?m P05T 8 WIRE Jy�° O c ^ m2 FENCE r °E5TFJOL o °�-2n ��' VAOX14 OWOODED IxZ �t r FLAG E-8 O - ' 'oi Q o A /V o �Oy PNOTp6 � p OV(r' ° &ONG APRON('ARAGE U m V 1y 81°03,00�1 E �� IT! G a a DRY BUIL ER$ 5AN1TW6 Tit m X Po�. c . (NO $ r 0 �t60 a g s O p T E oro 2 a o d l 5 iFLAG E-1 LOT 1O 2 p cim n ,. FLAG E-6 L- i c 1010, ,v I NO 5ES8A�'K �Nnl n P05T& IRE PENCE N m F N O aG 2i o`r Epp\NGPNpfG G� �125.001 �� OF GV\yP-5�GGOI I 3u!$@ n� � MEADOW z V\d �N9 D V\Ntil U \� m Z &1 5 a j o 03 00 O �; i»a FLAG E-5 a ` 6 WEST CREED � Lp rn G D�LL�G USES PUBIIG y{p,'TSR FLAGE-4 40 LOT® PLAN I DESIGN I BUILD F +L& ma G 1GNZ6RL1Nti(BAN FLAG E-3 - N 5 DRAWINGS ME�NN OFT CREEK BUILDERS PO BOX 256 c% 450.00 �° FLAG kxA NEW SUFFOLK, NY 111156 IT C> PROP05ED 5EPTIG SYSTEM DETAIL y HOUSE EL.,11,Q FLAG E-1 (NOT TO SCALE) �ISSUE/REVISIONS' TEST HOLE - FINISHED GRADE FINISH GRADE 02.06.1 q ELEV.10.0' ELEV.5.5' O 5 (N.T.HOLE DUG BY S)U! °0310011 (TEST ON SEPTEMBER 24,18L2:25PM)]ENCE TOP EL.GLENOUT 9.0' 1'MIN•MIN.4•DU4 TOP 7. 1fiMIN. PROJEGT EL 9.0' 01SEPTIC, V CLEAN GRAYISH BROWN SANDY LOAM OL INV.EL. APPROVED PIPE TANK min.PITCH 1/8'11' G,Al1.EY GALLEY BAND 1000-103-ock 13.1 8.2' 11, EL o 6.0' INV.EL.b.T coLLAR 3400 LITTLE NECK ROAD BROWN SILTY SAND SM INV.EL 4� _ HIGHEST EXPECTED GROUND WATER GUTGHOGUE, NY 11935 3' BOTTOM EL 10' z HIGH WATER OF EUGENE'S CREEK ELEV,1.7 PALE BROWN SILT ML s' SOT.EL.5.0' DRAWING PALE BROWN SILTY SAND SM 5EPTIG TANK(1) GROUND WATER PER TESTHOLE B' ELEV.0.2' SITE PLAN PALE BROWN FINE SAND SP LEACHING GALLEI'S:(8) 1.MINIMUM5EPTIG TANK CAPACITIES FOR Ab BEDROOM HOUSE l51"MO GALLONS. SITE PLAN B^0.2 8.8' 1 TANK 10'VA.5.51 LIQUID DEPTH 1.MINIMUM LEACHING SYSTEM FOR 6 BEDROOM HOU5E 19400 sq it 51DEWALL AREA. SCALE: ill = S OI-O fI 2.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5,000 psi AT 26 DAYS. 6 GALLEYS;2'DEEP,(8.5k4.15') 51 WATER IN PALE BROWN S. ALLL TWALL$,BOTTOM ND TOP MINIMUMBEA HALL CONTAIN OP REINFORCING E N 01 RCIING TO RESISTESS OF 6"AND APPLIED FORGE OF 300 psf. LEACHING A BOTTOM THICKNESS OF#'. 2. GALLEYS STRUCTURES,SOLID OMES AND/OR SLABSARE TO BE CONSTRUCTED OF . REINFORCED CONCRETE(OR EQUAL) FINE SAND SP 4.ALL JOINTS SHALL BE SEALED 50 THAT THE TANK 15 WATERTIGHT. S.ALL LOVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). 5.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A MAX.TOLERANCE OF%%P1/4'") 4.A 10'min.DISTANCE BETWEEN LEACHING GALLEYS AND WATER LINE SHALL BE MAINTAINED. ON A MINIMUM 3"THICK BED OF COMPACTED SAND OR PEA GRAVEL. S.AN 8'min.DISTANCE BETWEEN ALL LEACHING GALLEYS AND SEPTIC,TANK SHALL BE MAINTAINED. 17' 6.A 1V min.DISTANCE BETWEEN 5EPTIG TANK AND HOUSE SHALL BE MAINTAINED. SITE DATA DRAINAGE NOTES LOCATION MAP 4 • SCTM# 1000-103-09-13.1 ROOF AREA RESIDENCE 8 6ARAGE 1.LOT NUMBERS SHOWN THUS: REFER TO L07 1D ✓ / PROPERTY: 5400 LITTLE NECK ROAD RF-51DENCE ROOF AREA=4950 5F MAP OF MINOR SUBDIVISION OF PROPERTY OF DORIS PRICE MOELLER FOSTER / FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY CUTGHOGUE,NY 11935 4950 SF X 0.11=842/42.2=20 ON MAY 21,1490 AS FILE No.B941 _ ---- OWNER: EILEEN B OAKLEY PROVIDE(b)V DIA.X4'DRAINAGE POOLS 2.FLOOD ZONE INFORMATION TAKEN FROM: r s! 2 'ZONING: R40 FLOOD INSURANCE RATE MAP No.36103G01b4 H P VED B ZONE AE BASE FLOOD ELEVATIONS DETERMINED GARAGE ROOF AREA 832 SF - •- -- - EAST � ZONE X BAR WITH VE%ANNUAL CHANCE S THAN AREAS OF I TH P AL CHANCE FLOOD MrFACIkil USTEESCREEK LOT AR A 832 5F X 0.17=141I42.2=3.SS WITH AVERAGE DEPTH OF LE55 THAN 1 FOOT OR NllTH pRAINAGE AREAS LE55 THAN 1 SQUARE MILE;AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANGE FLOOD. ��[[ w„ TOTAL LOT AREA 10b,723 5F PROVIDE(1)8'DIA.X 4'DRAINAGE POOLS ZONE X AREAS DETERMINED TO BE OUTSIDE THE Osb ANNUAL CHANCE FLOODPLAIN. (f 1 V I ® AC TOTAL UPLAND AREA 53,655 SF 3.ELEVATIONS ARE REFERENCED TO NAV.D.1908 DATUM I JECT PROPOSED LOT COVERAGE NEW DRIVEWAY EXISTING ELEVATIONS ARE SHOWN THUS: ML ..i F•FL. -FIRST FLOOR �--._. _�� I I I �� DRIVEWAY AREA=4200 5F 1 V (� �/P_ G - 1J } ®ATE RESIDENCE 5,265 5F 4200 SF X 0.17=714l42.2=1-1 .FL GARAGE FLOOR 4•MINIMUM SEPTIC TANK CAPACITIES FOR A b BEDROOM HOUSE 191,150 GALLONS. in M GARAGE 8325E i'.,_•'.�'�, , _ , PROVIDE(5)8'DIA.X 4'DRAINAGE POOLS 1 TANK;10'DIA 3. .5'LIQUID DEPTH DRIVEWAY APRONS 3305E . . .__.._�.�..� _.__ ._. _____�__..--.-- o-n 5.MINIMUM LEACHING SYSTEM FORA 6 BEDROOM HOUSE 15400 sq R SIDEWALL AREA. o O WALKS 510 5F B LEACHING GALLEYS(6.51A4.15')2 HIGH TOTAL 6,9515F 12.9% PROPOSED V VIA.X 4'DEEP DRYWELLS PROPOSED FUTURE 50%EXPANSION GALLEY SURVEYOR ��- ® PROP05ED 8.5'X4.-WX7 HIGH LEACHING GALLEY ? t"- O , NATHAN T.GORWIN III PROPOSED 8'DIA.X4'DEEP DRYW PROPOSED 1,-M GALLON SEPTIC TANK 0.1ELLS ® Z Z dart PO BOX 16 WITH OPEN GRATES i 1 6.THE LOCATION OF WELLS AND GESSPOOL5 SHOWN HEREON ARE FROM FIELD 01 OBSERVATIONS ANDIOR DATA OBTAINED FROM OTHERS. i r JAMESPORT.NY 11,44 `-' r O 7.ALL EXISTING DWELLINGS WITHIN 150'OF SUBJECT PROPERTY ARE CONNECTED TO PUBLIC WATER.LICENSE �-s o LICENSE NO.504611 rn 366.48' � °j �• � DATED JANUARY 8,2019 Cl T (Er�L\NE ' -4 Z" Op,Wp O M Q PR c1 N i ?m PO NG[A MON. P05T8WIE FENCER �.. - _ CJh{ WO �OG•• mr �,• v. .-� Qti� LOTO aIL m 31Z31- c \�TEM P OAyamo A. •EHF.!�p °• i °DIj,Q `)�O yAGAN t AND WOODED FLAG E-8 PNO g IpL pu ORAxy FRO510N 2 mO a O. . C-OWROL MEA9CU N Q O .• >. \a Y` • o GONG SED O14 V D N NFk- �go03�0on URINGI. CONSTR gL�NE :.4L d 1 NnIORHAY BW PROPOSED GARA6E ; at PENG S�N9 5 0AG a D(0 v4IATER 0R SANITARYI y s tJ PHOT02 X O_ L1 31 10� 103.2' Z \ 10. n ]23 nnpo V t � Q� ��`� NnI & IRE FENCE N n ByS ,-.^ •9.5CB P05t ,_7CEI'K rya -� ' reI5e).00 O c> L C �oSHRUBS uI , u O MEADOW � `FLAGS-5 s � ° � m a•�'0v l� o� yo�daot� 0�'P 10 �y e'•cb ,>� ul DWB rn WEST CREEK LUNG f1 ,d,l �Ojkc�i '9�ytcy O U5E5PU8L1GWATER OA ��' , to LOT PLAN I DESIGN BUILD \FLAG E-4 \o y rnd o 4l FLAGS-3 y DRAYSINGS Z� - M�NMIGHV'Ip'tERLINE(MN 7Y �s T11 z� RpWOFT WEST CREEK BUILDERS c% 415p.00' PO BOX256 FLAGE2 NEW SUFFOLK, NY 11956 HOUSE PROPOSED SEPTIC SYSTEM DETAIL o �? ISSUE/REVISIONS EL, FLAG E-1 (NOT TO SCALE) FINISH GRADE O1.OS.1 CI TEST HOLE FINISHEDGRAOE ELEV.B.5'-9.a ELEV.10.0' .T 5 c BOO" (TEST HOLE DUG BY McDONALD GEOSCIENCE TOP •0, 1'MIN. O 5L..7. �1'MIN. 5 $� 03 ON SEPTEMBER 24,18 2:2SPM) CLEANOUT MIN.4"VIA. 6° P_ROJECT EL 9.O' GRAYISH BROWN SANDY LOAM OL APPROVED PIPE SEPTIC 3'GLEAN INV.EL. TANK GALLEY GALLEY SAND 1000-103-09-13.1 B.s 8.2 min.PITCH 1f4Y1' INV. min.PITCH 116°11' 0 0 C. p R EL 8.0' INV.EL INV.EL.b.T b 3400 LITTLE NECK ROAD ' BROWN SILTY SAND SM ' 3' 50TTOM EL` 1o'-r{ 7.5 f�-- Imo- ' '�I - GUTGHOGUE, NY 11 g35 85 85 3 ------ HIGHESTEXPECTEDGROUNDWATER EL _-- m---- _________________ __- HIGH WATER OF EUGENE'S CREEK ELEV.I.T -------------------- ------------ PALE BROWN SILT ML S' SOT.EL.5.0' DRAWING PALE BROWN SILTY SAND SM SEPTIC,TANK(1) E ROUND WATER PER TESTHOLE SITE PLAN EL 8.2' PALE BROWN FINE SAND SP LEACHING GALLEYS(8) • SITE PLAN 1.MINIMUM SEPTIC TANK CAPACITIES FORA 6 BEDROOM HOUSE 151,750 GALLONS. e g 1 TANK 10'VIA.3.5'LIQUID DEPTH 1.MINIMUM LEACHING SYSTEM FOR 6 BEDROOM HOUSE 15 400 s4 R 51DEWALL AREA. 2.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 9,000 0 AT28 DAYS. 6 GALLEYS;2 DEEP,(6.51A 4.1W) SCALE: 1" = W-011 3.WALL THICKNESS SHALL BE A MINIMUM OF S",A TOP THICKNESS OF WAND A BOTTOM THICKNESS OF 4", 2.LEACHING GALLEYS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) WATER IN PALE BROWN ALL WALLS,BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. LEACHING STRUCTURES,SOLID DOMES ANDIOR SLABS. FINE SAND SP 4.ALL JOINTS SHALL BE SEALED 50 THAT THE TANK 15 WATERTIGHT. B.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). 5.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A MAX TOLERANCE OF%%P1/4") 4.A 10'min.DISTANCE BETWEEN LEACHING GALLEYS AND WATER LINE SHALL BE MAINTAINED. ON A MINIMUM 3°THICK BED OF COMPACTED SAND OR PEA GRAVEL, S.AN V min.DISTANCE BETWEEN ALL LEACHING GALLEYS AND SEPTIC,TANK SHALL BE MAINTAINED. 17' 6.A 10'min.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. FF [I wl JE T D� JUL eRPro s Lo overate SURVEY OF PROPERTY 1.LOT OF MIN 5 SHOWN M iXU OF PRO REEER D DR!MAOR APSMWY .rrn,ATTeA•s• 0veli UPLAND L T ARE, 53,835 s SITUATE MAP IN HE OR SUMMONFTHE OF PROPERTY SU FO K CO PRINTY YOELLEA Fp57CR DROEWAY AREA:/.20D w-tt. 4• •, ONE A THE Oink[OF IL E o.0 Of SUFF011L COUNTY A.200 w•tt.x a17 0 71A eu.rt DESCRIPTION AREA %lDf ON WT 21,1980 A9 FILE Na.09E1 71E w.rt/4=.17 NWtlml n.of W ma.1.o—q Pm I.RL9md 2. cavaimmI FLOOD ZONE INFORMATION TAKEN FROM. PROM(5)0•mo.X A'Nab STORW CHAIN P001S BUILDI 5 �263„,} 9Ax CUTCHOGUE FLOOD INSURANCE RATC MAP Na.3610 10A N ROOF AIW DHDIsq•A.f50 rt y� p� C N]1FANCE W.- LSL4 rL000"[1LYAIXrS DE1vm® A.950 w•n.x an.Lu'$eu fl. TOWN OF, c F-' Lux.R•a tsx TOWN OF SOUTHOLD mNID x•:WMI v v oa Awlvi e T naaa OT O o IX nautE w'NCE nano ax ev.n./a7.a a aaX..nmm n..r e•m..M.wno PSI ewnD.a SU FFOLK COUNTY, NEW YORK WIIN AYEPXE OFPIM O L69 1MN1 1 FOOT Ofl IB1N OW WGE NIFA9 1E591NAN 1 SaWAE uAF•ANO ARFA9 PROL¢Tm CI ILTTm rPnTR v Areluu D1vL¢iw0a PROVIDE(6)m ma.X A'Nipk STORM OMW POOLS DRIVEWAY APRONS 330.R.n. D.a% zart D AREAS oETiRMB®1D DE GUISOE TxE a2x ArWurL aRArLGE FLDOOTAPL ROOF AREA(GARAGU:e32 w•rt S.C. TAX No. 1000-103-09-13.1 3.OVATIONS AXE REFER CEO TO"V.a 1900 DATUM 032 w• x 0.].1A1 m IN. WALKS 310 w•H. I.Ox 1XSIINc ELEVATIONS ARE SHOWN THU9JOX 141 a.R/A2.2 v 5s wrOmi fL Pf 0'dra.1.oW:p pool Iwutltl SCALE 1"=60' I- FIRST FROM PROVIDE(1)W ma.x A'liph STORM DRAM POOLS TOTAL Ht.957 w•0. 12.9X FJL- DAMAGE FLOOR PROPOSED 0'CIA X P DETP DRFWELLSO JULY 17, 2015 A.YINWVM SEPTIC TANX.CAPAcmES FOR A 8 BEDROOM HOUSE IS 1.750 GALLONS. JUKE 7.M17 AM SOT ELEVATIONS 1 TAW.10'DLA&W UOUID DEPTH �j �T� JANIIMY 0.201D lDG1ID TRRN TRUSTEES WMLAHD RACaNO 5.MINIMUM ILCJCNO SYSTEM FOR A 0 BEDROOM HOUSE 0 A00 w H SDMALL AREA PROPOSED 0'DIA X 1'DEEP DRM[LLS TnIH OPEN OMTFS:® WILSON ROAD M=APRIL B 4022 2 NO PROPOSED n-06N BUFFER 0 UACIO10 GALLEYS(aXIC Si 2•HIGH JIOE IS.2022 RLVSE PROPOSED SEPTIC SYSTEM L TION Q ROPOSEO—Sos @ANmN CAUEY TOTAL LOT AREA=106.723 3R.% 2•A50 Ie. TwarT»I. %uIa X ,IOCN IFAEIDIO OAII[T UPLAAD EOT AREA.WAS3.,fl. PROIRIID I,TA OAILAM SEPTIC DAIS EXCAVATION INSPECTION REQUIRED 1ZTB ea 4 MC IDGMON OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD FOR SANITARY SYSTEM OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. u CERFMTEID 2D., BY HEALTH DEPARTMENT {4, COOKE A R SAND TITLE INSURANCE COMPANY N%/7YA93r LTNIPWr• Y 2pyO IRSTRACT THE NORTH TRTRU6F COYPANI'. F>Q D'P�0m3DL �, 695.56' L E 50 S.LASAL E STRO T.CHICAGO.IL 60603 Yffi paPUG TA A � y� to y �+ ' U .'. .-t ::. ,�( •.�:.= Z4 LyJ LST ROLE DATA MT Hm=c BY Na POST O MADE a+F WRI. .. ON 24.1 JUL .Q {•- 1 M e 2:23Pu g�sy' EJ _ LOT O _aun9l DRaM LaYr a AL , x3LO a YA1MM ADO " E ALL ALL ALL\ 81'03 00 au nlLx m DLY TAV v+IT Ip :,::'.mE DD.N 9T n JUL A` ALL AR. ALLAL _ �R-9s_' I{ `1� w c HFina scar wm a1 PNE DFrIEI ME aw0 50 Z ALL ILA rue a-B _ - ,1C .rv•._ i (A m N AIL _ � '� o 0 AL AL \ n 188.00 A W s Ems o °owx o o.f A1T �noa' xa aA` \I AL 81'03 Y( o o l L � AI4 RIa c-a JUN S 'OD" 0 1] Er-. \ ALL 999 \��\\90004+�, y. N o m $\� ALL MAIL rucF P OIA ,L !c to V, E C7 Z ; ALL ALL ALL •p ETWPAIIID INev t31 �� cp T Ala AIL A,-E-2 VACS �y Revised Plan Approved 7rzDrzo22 �� L; USE ' , 0.�, LOT 2 EtPires svm:s TIREAaa AL rut E--� 4TP E SLFrDLK C—DEPA9TA£M Or H—S— 7 1�f �,r w W P—F.R APPRovu OF CoNsrRIcllDx Fw A $ 1✓a.,ut,`qA 5 $1 03'00 '0L HOUSE SwGLE FA LY RESIDENA7=ONLY PROPOSED SEPTIC SYSTEM DETAIL rJc rL J2O Om m=U DATE —1. H.S.RE N0. R10.1B0133 ® M'�'.a5-DG APPROVED Jn-•.c .. %jam / FoR MAAmLIu OF BErNIaDs � Ox-E,• loP fl. •ROy E. s �,�,p, EXPIRESTHREE YEARS FROM DATEOFAPPROVAL CNA•T C()�J N.Y.S.U.No.50467 .•HA ax ' .'�"'°'"' °" .bSINS TO I31-IIIS AAY—H Nathan Taft Corwin III _ •m' �.a �• ar SECTION 72®OF THE NEW YOHI SFATE 73• ` • -►I— rJmum 1DUEn T3LdOON"` Land Surveyor wnoWi °�'I__"-'_ _ 4s'-'-(�- iaal wtER a Euvcs atltt EEv.I.r caP�Rx TIC svmtt caw Nm DURw 11O W!a SATIEYOi'D RaOa SEAL dl u - DOE FL 5D' EIOWYD SUL SNYL NIT BE COLaOO® SEPTIC TANK(11 GROUND IAOER PER mTIOLE TO DE A VAW TIE CBPE. DEv.w• SaoeesmT To:SLD J.1,g a Jr.LS.CFRRIiliI01C:TIDXAITD 1016OL 9WL Oa 1.MIl1NY 9Pc UNx OTPMiXs roll A B—HOUSE Is 12.CNLOLS. LEACHING GALLEYS(e) s Y m ®m h A Iegro LS TNW;lo'I>N JS 1Lam DFRN REF-D.AND ON HIS 1.IIIYJY 1UiDArm FTO B PEtOW fIOlg E FOo q n sxItWNL AIXA M.-so6sd:iNm- sae Pi..- CoroOHcc.Layout 1 oaMiaTE 914E LOVE A LOONY RaWg55NE sR�L N a ap00 FM Ar 2a pni h GYlE15;r bQP,[aD'.1.7s7 HIRE COPMH.W19000NIIL M.EM.Y DID Rlb 1 rNL T1.O063S• ff A MrYN 6]•,A Tm TI.DpR55 O'C Arm A IAIrOY ttTOa65 Di�•. z LEAmWHo GNLLYS AIK m BE caH—/O rc PR W RARORRD OONpRR IENOHO ESITIIIIIOI F THE IERDON.HD TD TIE macs�1M LEHouc I16T- PHONE 631 727-2090 FOR 631 727-1727 (OR ewAL) TULI311.IXFUU10 ME ARE NOT TIMNSFEUBIE ) ( )ALL WALlS,mTOu AMID TOP SNNL aONMN RFDf10ROW 10 IamTNF AI'ALXD FOR¢Oi 3Oo I>d. IEAOPNO SIRUCRPII SOLD OOVF9 AIHDA71 9ABE l ALL.IenS tRWI Baum 50 111V HNC 1Nai O M1FxDOR. J.ILL Ca131a SO I DE ET EfN LIA PFIOORL4D NHQI.T[IOU EpWL} THE IMSTEiCE OF RUINT OF WAYS OFFICES LOGTFO A7 IEVIINO ADDRESS 0.THE SE91e lAKK•SWML ff IaTAIIm R LL\TL IN ALL DIREOFI S 0-A YAk TMWILE O't1/A•) A.A IQ'mW.ESTAM(X gIYFE!ICAOWO OLLkYS DID WATER LWE SXNL YAaRYItD. AN OR EASEMENTS OF RECORa 6 I586 Noin Rood P.O.Boa 16 W A W W W]DTI(®6 RAOAnm SVO OR Pu murtL 4 AIR C mn OFNNCE O.l'ALD!ALL IFAooNO OV1tYs IIID sEPx TANt 9pLL g wwdCan. AN�NOE 9W WN ARE NOT GWRANIEID. Jomesporl,N-Yak 11947 JmN,ymt,NFL Yak 11947 a A TC:n..019>W¢ffTV01 SFPIC LWH AND IIOIhT 9V1L DE YAaLV®. NOTE: 1 IMPERVIOUS LOT COVERAGE SURVEY OF PROPERTY 1. LOT NUMBERS SHOWN THUS:LOTQ REFER TO DRAINAGE SYSTEM CALCULATIONS., OVER UPLAND LOT AREA (53,835 sq. ft.) MAP OF MINOR SUBDIVISION OF PROPERTY OF BORIS PRICE MOELLER.FOSTER DRIVEWAY AREA: 4,200 sq_ ft. SITUATE FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY 4,200 sq. ft. X 0.17 = 714 cu. ft. DESCRIPTION AREA % LOT COVERAGE ON MAY 21. 1990 AS FILE No. 8941 714 cu. ft. / 42.2 = 17 vertical 0. of 8' dia. leaching pool required CUTCHOGUE 2. FLOOD ZONE INFORMATION TAKEN FROM: PROVIDE (5) 8' dla. X 4' high STORM DRAIN POOLS HOUSE STEPS do 5,265 aq. ft. 9.8% FLOOD INSURANCE RATE MAP No. 36103CO164 H ROOF AREA (HOUSE): 4.950 sq. ft. CELLAR ENTRANCE" TOWN OF S 0 U T H 0 LD ZONE AE. BASE FLOOD ELEVATIONS DETERMINED 4.950 sq. ft. X 0.17 = 858 cu. ft. GARAGE 832 sq. ft. 1.5% ZONE X': AREAS OF 0.2%ANNUAL CHANCE FLOOD;AREAS OF 1%ANNUAL CHANCE FLOOD 858 cu. ft. / 42.2 = 20.3 vertical ff. of 8' dia. leaching pool required SUFFOLK COUNTY NEW YO R K WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE;AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD. PROVIDE (6) 8' dia. X 4' high STORM DRAIN POOLS DRIVEWAY APRONS 330 sq. ft. 0.6% S.C.ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN. ROOF AREA (GARAGE): 832 sq. ft. TAX No. 1000-103-09-13.1 ER 3. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 41 cu. If. . / 42.2 = 31 vertical ff. of 8' dia. leaching pool required WALKS 510 sq. ft. 1.0% SCALE 1"=60' EXISTING ELEVATIONS ARE SHOWN THUS:= q•PROVIDE (1) 8' d1a. X 4' high STORM DRAIN POOLS TOTAL 6,937 a ft. 12.9% F.FL- FIRST FLOOR JULY 17, 2015 G.FL- GARAGE FLOOR PROPOSED 8' DIA. X 4' DEEP DRYWELLS:U 4. MINIMUM SEPTIC TANK CAPACITIES FOR A 6 BEDROOM HOUSE IS 1,750 GALLONS. JUNE 7, 2201 ADD SPOT�pELEVATION 1 TANK; 10' DIAL 3.5' LIQUID DEPTH '1 DECEMBER 10, 2018 REVISE scbHS NOTICE (12/90$1E( HOUSE NOTICE (11/27/18) 5. MINIMUM LEACHING SYSTEM FOR A 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. PROPOSED B' DU. X 4' DEEP DRYWELLS WITH OPEN GRATES:�J APRIL 2, 2019 REVISE AS PER S.C.D.H. . N/OTSIJCE OF 03/26/2019 8 LEACHING GALLEYS (8.5'x4.75') 2' HIGH TOTAL LOT AREA = 106,723 sq. ft. [�PROPOSED FUTURE 5OX EXPANSION GALLEY WILSON ROAD 2.450 cc. 0 PROPOSED 8.5' X 4.75' X 2' HIGH LEACHING GALLEY UPLAND LOT AREA = 5 1.236 cc. it. 36 PROPOSED 1.750 GALLON SEPTIC TANK 7LTH �� 6. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD EAVA- NSPE, ON REQUIRIM CERTIFIED TO: OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. COOKEWESTCOR LAND TITLE INSURANCE COMPANY 7. ALL EXISTING DWELLINGS WITHIN 150' OF SUBJECT PROPERTY ARE CONNECTED TO PUBLIC WATER. ONITARY SYSTEM �, COOKE ABSTRACT Corp. �y DEPARTMENT THE NORTHERN TRUST COMPANY, g 50 S. LASALLE STREET, CHICAGO, IL 60603 • m Ui ' Egg NORTORN LNG T COIIPAU'TY. a N N 6g5.56' LU r wo USES DWELLING WATER % Z Z c _&I �- �o / z 366.48' � .. O ^' ' _ pRDP' a 'f V L J TEST HOLE DATA c N Y { (TEST HOLE DUG BY AfcDONALD GEOSCIENCE c ) w� ,?� FOUND�W �'V� [�•p�\ {,�Z O m ON 9.0' BER 24, 18 2:25PM �, miA 7-9 F�� a OT O OTiQQ �j EL 9.0 D m_ 4m. ec WIRE• COW �.�Y'Ll .•f 1 o i GRAYISH BROWN SANDY LOAM OL CF 6,� ' �J •/r! . i AND WOODED € m :.:.:j':, 0z' A,L I TEST.H VACANT m •o � E..ri:�':�:;i�iii`:i�i`;?�iiiii:{'•''(:i;:;ii:;:;ii. �.. C� � ,11iL '�f,FLAG E-B t t;•:.:•i:;;i•:;{_iii:;:•iiii::c::::.'•::•::•::•:::•: 3 0 �� p o m BROWN SILTY SAND SM \ I u �,1 JAL �p S IL =1 •';;.•: PALE BROWN SILT ML 00 AL E >�L d 14 $1 03 \ �111D S�pCK t >tF:N W�•" ' � B9 q � AIRY) N. lY 5': A ? �' S g ??. : .S . PALE BROWN SILTY SAND sM . .. . �•. : : :::: :; • i : •AL AL AL � FLAG E- O�\ 1.� ':::•:'1\p.;';r:}•:.•:•. PALE BROWN FINE SAID SP 1111E I {•i)t' ..:: \\ �\ 150, +� EL 02' ' N �, y LLIL ]111L to FLAG E-e ••..•.N , b o f AL a ` \ E FEN \ , FQiCE POST • m'^ O �m WATER IN PALE BROWN j. Q A ; JAL \{.� `\ is?::i. � 1.25• 1$$.00 � W FINE SAND SP \ , \ �'� SHRUBS x u 99 W O e= C\Y 000. \\ MEADOW A. �Ts`ri �! mo ,JlLAN S $1.03 00 O o ^ O0. • \ � AL �, RAG E-5 / `�, _ t 0 17 \ A ,F �L \ 0% '��\• 9� CASUFFOLK COUNTY DEPARTMENT OF EAL.T ER IDES % C,\ Ul cy\ 4 AG E- S JIJt mo .o PERMIT FOR APPROVAL OF CO CONS t UC`I'1®N POE ` �' ;g ROW OF f m �I�� Ip��f r5 �t� �)'`". ONLY PREPARED IN AQGORMNOEWIRI THE MINIMUM L"C STANDARRDS q SURVEYS AS%DS�TADBOLISHED 450•00 PTED FOR EOCH US AN STATE LAND VN ILIWG MAY 0 6 2019 3 � nDN��r �O} \ 911E J111E�E-`\ C� \\ ,111E 1111E �\ LOT ® DATE H.S. REF i�®, �lo�45-0513 �I � .p n O 1111E cren is AL ,1VL FLAG E-1 APPROVED ''ma�yy��++pp.,RpOp{Oq S T�6,yIfCFi O/Itl.7 » )N JAL HOUSE PROPOSED SEPTIC SYSTEM DETAIL FOR MAXIMUM®F DATE r� {y p�7� ae S $�•03'00 TEL i2.o FINISHED GRADE (NOT TO SCALE) FIFISN GRADE ��R��®�1�®�TE,y��C'9�TS��i"a 6a ELEV. 10.0' EL.N.'8.5'-9.0' EXPIRES THREE 1 TOP FJ_9.0' 'MIN. TOP EL 7.5 _ f�' MIN. "+��► S. LTc. No. 50467 UEoWUT MIN.4'014 8' LEAN 1t,A, APPROVED PIPE SEPTIC APPROVED P I G LEACHING GAlEY �+ SAND UNAUTHORIZED ALTERATION OR ADDITION 8.2' min.PITCH 1/4'/1' I 1. min.PITCH 1/8%1' ; ; O 1 COLLAR Nathan iq orwin III Ny m o TO THIS SURVEY IS A VIOLATION OF _ EL&0' INV.EL INV.EL 6.7' i_ SECTION 7209 OF THE NEW YORK STATE y� v 7S' D' EDUCATION LAW. 4 0=�{ _ •. �•---+E1•Y . .I"r--8.5' �;�{ .3w HIGH WATER GF�GEUGENVS OCREEK ELEV. 1.7 Land Surveyor BOTTOM EL_- Li___ __�------------ --+-_----� -'-y--''------ =- ------ COPIES OF THIS SURVEY MAP NOT BEARING y 3.7' a: _ THE LAND SURVEYOR'S INKED SEAL OR o EMBOSSED SEAL SHALL NOT BE CONSIDERED BOT. EL 5:)'• TO BE A VAUD TRUE COPY. GROUND WATER PER TESIFfOLE SEPTIC TANK (1) ELEV.0.2' CERTIFICATIONS INDICATED HEREON SW Successor To: Stanley J. Isaksen, Jr. L.S.LL1 RUN LEACHING GALLEYS (8) ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A Ingegno L.S. t 1.MINIMUM SEPTIC TANK CAPACITIES FOR A B BEDROOM HOUSE IS 1,750 GALLONS. IS PREPARED,AND ON HIS BEHALF TO THE 1 TANK; 10'DIAL 3S'LIQUID DEPTH 1.MINIMUM LEACHING SYSTEM FOR 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA TITLE COMPANY.GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout -�-�9 SERVICES LENDING INSTITUTION LISTED HEREON,AND t-r5: Y"T� ; A:._;YT^ty' gp�pCn� 2 CONCRETE SHALL HAVE A MINIMUM COMPRESSNE STRENGTH OF 3,000 pat AT 28 DAYS. 8 GALLEYS;2' DEEP„(tt.5'z 4.757 TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 r� tqo Pl'• 3.WALL THICKNESS SHALL BE A MINIMUM OF 3',A TOP THICKNESS OF 8'AND A BOTTOM THICKNESS OF 4'. 2.LEACHING GALLEYS A'tE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) TUITION.CEFMFICKnONS ARE NOT TRANSFERABLE .TAT"�- R Vyw,aD Il AL WALLS,BOTTOM AND TOP SHALL CO IN REW RGNG TO RESNST AN APPLIED FORCE OF 3DO psf. LEACHING STRUCTURLn SOLID DOMES AND/OR SLABS. OFFICES LOCATED AT MAILING ADDRESS 4.AL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3.AL COVERS SHALL l;:OF PRECAST REINFORCED CONCRETE(OR EQUAL). THE EXISTENCE OF RIGHT OF WAYS 5.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX.TOLERANCE OF t1/47 4.A to'min.DISTANCE BETWEEN LEACHING GALLEYS AND WATER LINE SHALL BE MAINTAINED. AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ON A MINIMUM 3'THICK BED OF COMPACTED SAND OR PEA GRAVEL 5.AN 8'mrn.DISTANCE EETWEEN ALL LEACHING GALLEYS AND SEPTIC TANK SHALL BE MAINTAINED. ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jannesport, New York 11947 B.A 10' min.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. NOV t:. LOLL � ! NOTE: SURVEY OF PROPERTY . , 1. LOT NUMBERS SHOWN THUS:LOTO REFER TO SITUATE MAP OF MINOR SUBDIVISION OF PROPERTY OF DORIS PRICE MOELLER FOSTER C UT C H 0 GUE FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 21, 1990 AS FILE No. 8941 2. FLOOD ZONE INFORMATION TAKEN FROM: TOWN OF S O U T H O LD FLOOD INSURANCE RATE MAP No. 36103CO164 H S U FFO LK COUNTY, NEW YORK ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD S.C. TAX No. 1000-103-09-13.1 WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. SCALE 1 "=40' ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. .IULY 17, 2015 3. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM JUNE 7, 2017 ADD SPOT ELEVATIONS EXISTING ELEVATIONS ARE SHOWN THUS: JANUARY 8, 2019 LOCATED TOWN TRUSTEES WETLAND FLAGGING F.FL — FIRST FLOOR MARCH 18, 2022 RELOCATED PROPOSED HOUSE G.FL. — GARAGE FLOOR APRIL 6, 2022 ADD NON—DISTURBANCE BUFFER JUNE 16, 2022 REVISE PROPOSED SEPTIC SYSTEM LOCATION AUGUST 22, 2022 REVISE PROPOSED HOUSE OCTOBER 21, 2022 FOUNDATION LOCATION TOTAL LOT AREA = 106,723 sq. ft. 2.450 ac. UPLAND LOT AREA = 53,835 sq. ft. 1.236 ac. CERTIFIED TO: WILSON ROAD WESTCOR LAND TITLE INSURANCE COMPANY COOKE ABSTRACT Corp. THE NORTHERN TRUST COMPANY, 50 S. LASALLE STREET, CHICAGO, IL 60603 u, za Pz r/01F CGMpMO', THE NORTHE,0 TRUST N N 695.56 I—I v / X 366.48 O rn �1 x rri m N V n w� m FOUND O y 0. m i� i m P05T k MIRE CONC.MON. m O m _� �� FENCE _ \ �oR LOT (D C" 0 1 L, FLAG E-6 i �N ' v�N 0 C l L 3 z � ''' !! L `fit `k \ I CO, % �Gy $�003900 E goo, ok D6 goy x N No SEA AC K gy �o z N O $ V. o o m g / Z ";�—. /, his y k5 s O \ x Fu►c E-7 go �y ° 9 �� Z o \ u` g FLAG E-6t o c� I `\ 3 z � � � � �r 1� �' \ p�p�E CE y v FEN yic� v_ O N \ O nj � �• �\ B.5 CE P m r�i o \ ,,� i �� \ ��" s. gg.00 .p W �. O 2 1 1 p� I.ff vc SHRUBS " x ! !! O 0 \\ L MEADOW ,, �,`�° s�,� mo x� $1003 00 0 +, O Q \ ll�i rr7 FLAG E-5 N S " O Xza \ f 1 . F°G� y�\0y \ O 0% ^ G�\ FLAG E-4 Az O P FLAG E-3 �4�y J J � O " OF 450-00 J ( I&ILAG E-22 Goo 'p0Gif PREPARED IN ACCORDANCE WITH THE MINIMUM U1 \ �OFOG !L STANDARDS FOR TITLE SURVEYS AS ESTABLISHED J ,O G BY THE LI.A.L.S. AND APPROVED AND ADOPTED " \ \ P�m�a LOT 2O ��0 FOR SUCH USE BY THE NEW YORK STATE LAND •� O \ ` %AO� 0,O9,y TITLE ASSOCIATION. UA (` \ t� � 00 FLAG E-1 s y00T� 0r ti .�;j� c� / ^"� .per, =.437 S ILic. No. 50467 UNAUTHORIZED ALTERATION ADDITION Nathan Ta t--Co win III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Successor To: StanleyJ. Isaksen, Jr. L.S. TO BE A VALJD TRUE COPY. Joseph A. Ingegno L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys — Subdivisions — Site Plans — Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Fax (631)727-1727 PHONE631727-2090 LENDING INSTITUTION LISTED HEREON, AND ( ) TO THE ASSIGNEES OF THE LENDING INSTI- OFFICES LOCATED AT MAILING ADDRESS TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. E—Mail: NCorwin30aol.com 42-034DI _ - 5 1 D,� VV E 0- HEA T�_ _ H 5 F il SURVEY OF PROPERTY n Da t c: r" SITUATE —juta—jut MAE_ H.S. Ref. No._9 01 CUTCHOGUE Ti,e- zindi-tor supply BUHMMIG Dr,FET. facilit Ies at this locadon.have been TOWN OF SOUTHOLD lr,,�Pectpd a rid/or certified by this Department or other agencies and TONI N1 )F SOUT1101 SUFFOLK COUNTY, NEW YORK found to be satisfictory FOP,A MAXIMUM OF_& BEDROOMS, S.C. TAX No. 1000-103-09-13.1 SCALE 1 "=40' f 1.4 CRAIG KNEPPER,P.E.,CHIEF JULY 17, 2015 OFFICE OF WASTE MANAGEMENT JUNE 7, 2017 ADD SPOT ELEVATIONS JANUARY 8, 2019 LOCATED TOWN TRUSTEES WETLAND FLAGGING MARCH 18, 2022 RELOCATED PROPOSED HOUSE APRIL 6, 2022 ADD NON—DISTURBANCE BUFFER JUNE 16, 2022 REVISE PROPOSED SEPTIC SYSTEM LOCATION AUGUST 22, 2022 REVISE PROPOSED HOUSE OCTOBER 21, 2022 FOUNDATION LOCATION FEBRUARY 23, 2024 AS BUILT SURVEY W I L S O N ROAD TOTAL LOT AREA = 106,723 sq. ft. 2.450 cc. UPLAND LOT AREA = 53,835 sq. ft. 1.236 cc. 0 o PN TRUST Coi[PAO' 0 0 0 VORT11-V TfrF r4 695.56 CA 366.45 0 1 0 0 m 0.4 G % t I Dp C) 0 0 cosc. ----------- -- OST & 0 co FENCE IAAY� L'07' 0 CIA ��PROPlJ1°E°UNO .03,()0 o oy ISM 26. N T_ % t' P.0 21 owws-LS 'TOR*f 2 5 GPIFAGE4" C V, FRAME FLAG E-7 12.0 26-6' ——————- ——————— 0 .dL LgOR FLAG E-6\ r C 130 P z 0 :2 m vnRE 0 m IL 0 0. 188.00 0 0 00. 0 N WAN 'U SHRUBS 0 MEADOW rn 00YY 0 9 0 03 Qj *0 0. FLAG E-5 ell W S 8 0 0. 10� 'r 0 JIL 0 -T Ln m LM JI FLAG E-4 0)L AFLAG E-3 AL ILI ROW O� m .00 °tip 450 11ILFLAG E—` \ 0 LOT 0 ip FLAG E 1 01T PREPARED ACCORDCE WITH THE S Bic, STANDARDSIN FOR TITLE AN SURVEYS AS EST MINIMUMABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW Yjqj"IlfIq D TITLE ASSOCIATION. &I// oF Nt� 0 �pFT C, CO C' 05. 61 S. Uic. No. 50467 SEPTIC SYSTEM TIE MEASUREMENTS HOUSE HOUSE UNAUTHORIZED ALTERATION OR ADDITION NOTE: TO THIS SURVEY Is A VIOLATION OF Nathan Taft Corwin III CORNER CORNER SECTION 7209 OF THE NEW YORK STATE 1. LOT NUMBERS SHOWN THUS:LOT(D REFER TO EDUCATION LAW. MAP OF MINOR SUBDIVISION OF PROPERTY OF DORIS PRICE MOELLER FOSTER SEPTIC TANK 46' 21.5' Land Surveyor FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY OUTLET COVER COPIES OF THIS SURVEYNKED SEAL W NOT BMING THE LAND SURVEYOR'S I OR ON MAY 21, 1990 As FILE No. 8941 LEACHING GALLEY EMBOSSED SEAL SHALL NOT BE CONSIDERED COVER 1 58' 33.5' TO BE A VAUD TRUE COPY. Successor To: Stanley J. Isaksen, Jr. L.S. 2. FLOOD ZONE INFORMATION TAKEN FROM: Joseph A. Ingegno L.S. FLOOD INSURANCE RATE MAP No. 36103CO164 H LEACHING GALLEY 77' 645' CERTIFICATIONS INDICATED HEREON SHAH RUN . ZONE AE: BASE FLOOD ELEVATIONS DETERMINED COVER 4 ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys — Subdivisions — Site Plans — Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD LEACHING GALLEY TITLE COMPANY, GOVERNMENTAL AGENCY AND Fax (631)727-1727 WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN COVER 5 65.5' 36.5' LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. TO THE ASSIGNEES OF THE LENDING INSn— OFFICES LOCATED AT MAILING ADDRESS ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAJN. LEACHING GALLEY1 82.5' 65.5' TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. P.O. Box 16 COVER 1 1586 Main Road THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 James port, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. E—Mail: NCorwin3*aol.com 42-034E SURVEY OF PROPERTY SITUATE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-103-09-13.1 SCALE 1"=40' JULY 17, 2015 JUNE 7. 2017 ADD SPOT ELEVATIONS JANUARY 8, 2019 LOCATED TOWN TRUSTEES WEMND FLAGGING MARCH 18, 2022 RELOCATED PROPOSED HOUSE APRIL 6, 2022 ADD NON-DISTURBANCE BUFFER JUNE 16. 2022 REVISE PROPOSED SEPTIC SYSTEM LOCATION AUGUST 22, 2022 REVISE PROPOSED HOUSE OCTOBER 21, 2022 FOUNDATION LOCATION FEBRUARY 23, 2024 AS BUILT SURVEY W I L S O N ROAD TOTAL LOT AREA = 106.723 sq. ft. 2.450 ac. UPLAND LOT AREA = 53,835 sq. ff. A 1.236 cc. tr v' z� Pc N/O r vsT 0 COYPAxY. 0 rxs xoss o 0 695.56, Z H Im— X 366.48' / o 0 oa _.` i o A N,r� + z� Fotlt+DVOW m W►>3� • _--"% a1EYs 'w P� OO c z Z� Z �E�wtteE � 1. 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No. 50467 SEPTIC SYSTEM TIE MEASUREMENTS HOUSE HOUSE TO THIS SURV "'IS A VIOLATION� �� Nathan Taft Corwin III NOTE: TO THIS SURVEY IS A VIOLATION OF 1. LOT NUMBERS SHOWN THUS:LOT 1Q REFER TO CORNER QA CORNER© SECTION 72EDUCATION LA . THE NEW YORK STATE MAP OF MINOR SUBDIVISION OF PROPERTY OF DORIS PRICE MOELLER FOSTER SEPTIC TANK LAW. Land Surveyor FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY OUTLET COVER 46 21.5 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR ON MAY 21, 1990 AS FILE No. 8941 LEACHING GALLEY 58, 33.5' EMBOSSED SEAL SHALL NOT BE CONSIDERED Successor To: Stanley J. Isaksen, Jr. LS. 2. FLOOD ZONE INFORMATION TAKEN FROM: COVER 1 To BE A VAUD TRUE COPY. Y Joseph A Ingegno LS. 77 FLOOD INSURANCE RATE MAP No. 36103CO164 H LEACHING GALLEY , CERTIFICATIONS INDICATED HEREON SHALL RUN ZONE AE: BASE FLOOD ELEVATIONS DETERMINED COVER 4 64.5 ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys - Subdivisions - Site Plans - Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE ZONE X`: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD LEACHING GALLEY 65.5' 36.5' �COMPANY. �Nj�Ep AGENCY AND PHONE (631)727-2090 Fax (631)727-1727 WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN COVER 5 TO THE ASSIGNEES OF THE LENDING INSTI- 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. LEACHING GALLEY TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. COVER 1 82.5' 65.5' 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY. NOT SHOWN ARE NOT GUARANTEED. E—Mail: NCorwin3®aol.com 42-034EI Generated by REScheck-Web Software Compliance Certificate Project 3400 Little Neck Road Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,940 ft2 Glazing Area 20% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 3400 Little Neck Road Cutchogue, NY 11935 Compliance: Pasges using LIA-tracle-off Compliance: 11.5%Better Than Code Maximum UA: 635 Your UA: 562 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly I or U-Factor UA Ceiling: Flat Ceiling or Scissor Truss 1,170 30.0 0.0 0.035 41 Ceiling 1: Cathedral Ceiling (no attic) 1,299 30.0 0.0 0.034 44 Wall:Wood Frame, 16"o.c. 3,792 30.0 0.0 0.049 145 Door 1: Solid Door(under 50%glazing) 77 0.210 16 Door: Glass Door(over 50%glazing) 243 0.300 73 SHGC: 0.30 Window:Wood Frame 517 0.300 155 SHGC: 0.30 Floor:All-Wood joist/Truss 2,671 30.0 0.0 0.033 88 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 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the nclatory requirements listed in the REScheck Inspection Checklist. N e-Title - Date Epp� rt CO ®A Project Title: 3400 Little Neck Road � � �, Report date: 09/26/20 Data filename: � Q FEES Pa 149 1 - Pagel of 9 ter:: g REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the building envelope.Thermal ❑Not Observable ; envelope represented on ❑Not Applicable construction documents. 103.1, :Construction drawings and ❑Complies 103.2, :documentation demonstrate []Does Not 403.7 :energy code compliance for [PR3]1 :lighting and mechanical systems. -]Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate , ;compliance with the IECC ; :Commercial Provisions. 302.1, ;Heating and cooling equipment is Heating: ; 'Heating: ;❑Complies 403.7 ;sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 !on loads calculated per ACCA ; Cooling: Cooling: Manual J or other methods j Btu/hr Btu/hr ❑Not Observable , approved by the code official. ;❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 3400 Little Neck Road Report date: 09/26/20 Data filename: Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 ;protect exposed exterior insulation QDoes Not and extends a minimum of 6 in. below ;❑Not Observable grade. :❑Not Applicable 403.9 ;Snow-and ice-melting system controls;❑Complies ; [F012]2 installed. ;❑Does Not i ;❑Not Observable; % 1 ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) '2 1 Medium Impact(Tier 2) 3', Low Impact(Tier 3) Project Title: 3400 Little Neck Road Report date: 09/26/20 Data filename: Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not ;table for values. [FR111 ❑Not Observable U ;❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, 1average). ;❑Does Not ;table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 ;❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not iwith the NFRC test procedure or taken from the default table. ❑Not Observable ; il]Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ; [FR23]1 'installed per manufacturer's ❑Does Not ;instructions. ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 �i ;or has infiltration rates per NFRC:or Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures �❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ; ❑Not Applicable ; 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >=3 inches in diameter and >_ ❑Not Observable ' R-6 where<3 inches.Supply and I return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for ;diameter>=3 inches and R-4.2 :for< 3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter ❑Complies [FR1311 :boxes are sealed with ❑Does Not U ;joints/seams compliant with ,International Mechanical Code or ❑Not Observable International Residential Code,as ❑Not Applicable ; applicable. 403.3.5 . Building cavities are not used as ❑Complies ,[FR15']3, ducts or plenums. ; ❑Does Not I ❑Not Observable ; ❑Not Applicable 403.4 3 HVAC piping conveying fluids R- ; R- ;❑Complies [FR17]2 above 105°F or chilled fluids ❑Does Not ?below 55°F are insulated to?R- V ;3 ; ;❑Not Observable ; ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not U []Not Observable ' ❑Not Applicable �403 5 3 'a Hot water pipes are insulated to R- ; R- ;❑Complies [FR18]? =;>_R-3. ❑Does Not ;❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 1 ,2'1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 3400 Little Neck Road Report date: 09/26/20 Data filename: Page 4 of 9 section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.6. Automatic or gravity dampers are ❑Complies [FR19]2 i installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 TLow impact(Tier 3) Project Title: 3406 Little Neck Road Report date: 09/26/20 Data filename: Page 5 of 9 Gection Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. []Not Observable I ❑Not Applicable 402.1.1, Floor insulation R-value. 1 R- R- ;❑Complies ;See the Envelope Assemblies 402.2.E ❑ Wood ;❑ Wood :❑Does Not ;table for values. [IN1]1 ❑ Steel ;❑ Steel UNot Observable OJ ;❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the J I underside of the subfloor,or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable j contact with the top side of sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, :Wall insulation R-value. If this is a;, R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the ❑ Wood ;❑ Wood :❑Does Not ;table for values. 402.2.E ;wall insulation on the wall ❑ Mass ❑ Mass UNot Observable [IN3I1 exterior,the exterior insulation ; CO) requirement applies(FR10). ❑ Steel ❑ Steel :❑Not Applicable ; I 1 1 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not []Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1.3 1 Low Impact(Tier 3) Project Title: 3400 Little Neck Road Report date: 09/26/20 Data filename: Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, :Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable [Fill' 6 ;❑Not Applicable ; 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every 1300 ft2. []Not Observable ❑Not Applicable 402.2.3 ;Vented attics with air permeable 10complies (FI22]2 insulation include baffle adjacent []Does Not to soffit and eave vents that extends over insulation. ❑Not Observable , ❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- jElComplies ; [FI3]1 :insulation >_R-value of the �❑Does Not adjacent assembly. UNot Observable ' ❑Not Applicable 402.4.1.2 :Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = ;❑Complies ; [FI17]1 :ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. UNot Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ;❑Not Observable ; pressure differential of 0.1 inch ;❑Not Applicable w.g.across the system including ;the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g,across the entire system including the manufacturer's air handler enclosure. 403.3.4 :Duct tightness test result of<=4 cfm/100 ; cfm/100 ;❑Complies [94]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in UNot Observable tests,verification may need to ;❑Not Applicable :occur during Framing Inspection. , 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 ;Programmable thermostats ❑Complies ; [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to []Not Observable code specifications. ❑Not Applicable j 403.1.2 ;Heat pump thermostat installed ❑Complies ; [FI10]2, l on heat pumps. :a❑Does Not ❑Not Observable h ❑Not Applicable 403.5.1 Circulating service hot water JE]Complies [FI11]2 ysystems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: 3400 Little Neck Road Report date: 09/26/20 Data filename: Page 7 of 9 r -Section Value Id Verified Plans Verified Fie Final Inspection Provisions Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system 10complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable 1 R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies ; [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable (temperature based on outdoor []Not Applicable `temperature. 403 5.1,A Heated water circulation systems ❑Complies [F128]z have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply []Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump . when water is in circulation loop is at set-point temperature and !no demand for hot water exists. ; 403.5.1.2 Electric heat trace systems '❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically ; 1'1 adjust the energy input to the []Not Observable , i heat tracing to maintain the ❑Not Applicable ; desired water temperature in the piping. 403.5.2 Demand recirculation water ❑Complies ; [F[30]2 i systems have controls that ❑Does Not manage operation of the pump []Not Observable {and limit the temperature of the +water entering the cold water ❑Not Applicable piping to <= 1049F. 403.5.4 {Drain water heat recovery units ❑Complies [FI31]2 !tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one I or two showers. Potable water- !side pressure loss of drain water heat recovery units< 2 psi for individual units connected to 1 three or more showers. 404.1 1 90%or more of permanent ❑Complies [FI611 :fixtures have high efficacy lamps. ' ❑Does Not ❑Not Observable ❑Not Applicable :404.1.1 "' Fuel gas lighting systems have JE]Complies ,[FI2,3]3 no continuous pilot light, ❑Does Not _. 1'"• ,, : ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not ❑Not Observable o .. IE]Not Applicable 1 High Impact(Tier 1) 12'1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 3400 Little Neck Road Report date: 09/26/20 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303 3 Manufacturer manuals for ❑Complies [FI18]3 . '�mechanical and water heating ❑Does Not a systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) .3; Low Impact(Tier 3) Project Title: 3400 Little Neck Road Report date: 09/26/20 Data filename: Page 9 of 9 201-8 IECC Energy Efficiency Certificate . . Above-Grade Wall 30.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): D.. Window 0.30 0.30 Door 0.30 0.30 Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments PROJECT DESCRIPTION O SITE DATAH7 1NIL50N ROAD 1000-103-09-1 -GONSTRUGTA64.4' X 52.9' 4 BEDROOM RESIDENCE lN/ BASEMENT SGTM# - - 3.1 -CONSTRUCT 23.4' X 38' GARAGE PROPERTY: 3400 LITTLE NECK ROAD GUTGHOGUE, NY 11 q35 -STONE PATIO AND WALKWAYS A5 SHOWN ON PLAN 41 -TOWN OF SOUTHOLD WETLAN05 PERMIT#g3b3 OWNER: EILEEN B OAKLEY ZONING: R40 NY50EC WETLAN05 PERMIT #1-473b-04644/00001 TRU SFL/`,CARDING REQUIRED - di tt=p o 0 -NEW SANITARY 5Y5TEM A5 PER 561)H5 APPROVAL R-10-1 b-0133 -NEW UNDERGROUND WATER, GAS, AND ELEGTRIC UTILITIES TEMPORARY EROSION X LOT AREA . LOT AREA 106,�23 5F 7� CONTROL SILT FENG o 56 N N �' O O LIMIT OF GROUND TOTAL �$I 3 g -•-I A5 REQUIRED TOTAL UPLAND AREA 53,b35 5F r G - a: tski�Eu `' ' < T - -- 'a t.ae s _ - -�,�"�Lll 1 DA E 10•q•�d ' .f'., S� _--�- - 366 , OVERAGE l'Ir'(T - _ r3] Z -- 4 ' O PROP05ED LOT C `� H ALL CCD Or Z o \- - - ��G , , o rTI ,� `� O RESIDENCE 3,554 5F fJ -�1/`YC R'{STATE & TOWN COD d f: ., 0�0 __ Q1 . _- __ - " _ = - ' , - ' _ .��_. 3 STA I.KEO AS FtL41UIR ES ^1O Y PU11 4Il>.,, : ,".I;i'..:PS d „ X'� ? P , - P� _ .',r �� `D R G ON ED A �.. . - - P ti�tio �RL�N v�'I �oN � . AND CONDITIONS 1.�.a '\ --.1 q56 5F TIONS OF 7' J.iF21��, l st _ _ -------------- GARAGEr�,/ \' O ��, N /" �o - ' 'ENT N C. S ' FOLL7VV!i',Ci iiVcr':.':�'!)�')�! -- -- - - - ' STONE PATIO 520 5F ","' N IR G p - - 1. F'lii 3;'•'[`s"' I C'^^ r_ Cn N M -� E rn F ONG M N `.\ - D�r _ >.� C n Q� y� Q U v d'C� c I��" 11'°'' ,�i Ud:,.-I•' d Q Y � (P z rn P05T&W \ ,�D� Q (3 ----� ` " Q�\ DRIVEWAY APRONS 445 5F u ,,,, p ;; fi,�i�k:?�� ;-�..�T r z d , o - - - - ' \\ GO,•L, .,: o o FENCE P / o- �O I, \ Q O SOUTHOLD TOWN TRU �. !~^U^ ? - F '.:n•;'Il,c.: <t i'LU'4 c c �. pgo �D�/ �``•� j y� Q�.J 0 a WALKS 310 5F "' STEES . !"<SIJLATIG`� --_-- -. A 5 °�o y resr F�oLF �-� L cx v m �<_ (0 VACANT AND WOODED O o TOTAL 5,-1b5 5F 10.75% �J.1•�.DEC f. F I" ,� C0;';"T^;',?^TiO'a FL G E 8 - t M UST pRA1�Y ER05t0 `' \ �. o\\� . g } 'D�i PR OS O o � N P ' ED z m rn O C':E CO% E OR c, \ TEMP RES 3� � RON m - �, LET,.. FOR,, C. '�-7 ` ' ROL MEASU ' ?. •• • - - ' �, GONG' P U -o Z >_ r. ' :ifE 'C� "�T;.. ' rj� L ,rET Ti al p R�N T L TLp E \ O, D u' S G 115TRUG N i ;DN IURVEYOR E _INT 0 ••THE D • \�n, � G Go N O �.a STATE. NOTn t PJL dl/, tIDIORI-IA B \ \ % 10.8 X rn V GDRY`JIN III 5�° 3�� Y02 Sig ,ESi'Ois�u/?LE d•a;� gILT FENCE P O � � NATHAN T. is �. , -d4! OR COPS RUCTIO,�,-Rrr ;'. D 5��p,GK � \\ � a� PF.;�Fosr � � N PO BOX 16 \ — JAME5PORT, NY 11 C141 '' '� � ��\`�, OP� ' - � DAY OR \V,, LUi,445-.;=s C :TIFICATION ,. FLA o \© '� �\ e�° - _ LICENSE NO. 50461 o ! �F LEAD CONTENT .�. ,�. � >� I><�t � � a \� y��L °�__ ,r' -� �,�- \ �" T ENT BEFORE . ` x `¢ '. 0 � '� \ \ \ \ DATED JAN UARY 8, 2019 t 171C!TE OF OCCUPANCY \`wf� 1 i 0� R 2\000. , �yDC USED !N l�JATER ,. . "..,,w� ¢ � � �� a - F�T�R �A.��pN 113, �,�css �; :, -- -\ -- -- ------- -- ---SYSTEM C/1N,'��OT .� I i f_'O �T CER I It-I j E\i/n, �� I �a� s o \ v vy FETI!.E z rn dm GESS / � � PAST g IRE ts� rn r- �roEX EED?/10 OF 1% LEAD. � ;� O'�''Cr��A Cyr z AG � � �� A -- FENCESTORMINA —ER GONTROL o y G�EEK �o ti�� , :- p,\I/, 2 A'PPT� 02 o 1_ 1.2'S. R,EROSION 1 as0�� n' Opo \Il, \Ih, — ,► CONSTRUCTION ACTIVITIES: NN `� �� ti� c `' " �- gHiJBS , ;LT FENCE� MEADOW � �`� � S�sFti `�� s� � � � �•� � � ,00+� CONTROL�? � �•O _ \Ili, cs o 0 o GP L� s�2 `' r z 0.1°03 A5 REaUIi•ED -1� 1) INSTALLATION OF TEMPORARY EROSION CONTROL MEASURES o. "� d P�_I �"� �I�`�� c 1FLAG E 5 � ��• n CU - o� �.•E_t_FLU"',531NG WASTE _ c do po ti p L LIMIT OF GROUND 2) DEMOLITION OF EXISTING STRUCTURE AND BUILDING COMPONENTS 4'. 3 \/'' �� ` CO tGE U. .^l;:=fi Li;a'-; f<e E Must d r �� ` �'�' o� , 'o ELLING DISTURB TEu-I; �E�=O�i : COVERING st provide Manuals n a�� p��'� `' ` � o � DW yAATER 3) EXCAVATION FOR NElN BASEMENT FOUNDATION TO DEPTH OF +l- 5' 07N D, 3 and S as per �o pUBLiG E S , EEK p �1.1 0 G.0 ooT �' y ��` O USES ` BELOW FINISHED GRADE p �� `�� 0 ` �`� + ` �' 1- 0 \In, NYS Energy pode FLAG E-4 0� o \� o T 4) GONSTRUGTIION OF NEW FOUNDATION AND PORGH STRUGTURE5 — �� m� � Ny�l �„ FLAG E-3 <� Y1 t' O 5) CONSTRUCTION OF NEW RESIDENCE �� Blower door UNE�M \!/' `, �o �� \ ' � �J = PLAN DESIGN BUILD 6) NEW SANITARY SYSTEM AND UTILITIES All exteriorlig�ting and duCt<�rOrlt MEAN"IGN�I�TER I d 7) CONSTRUCTION OF NEW SWIMMING POOL AND PATIO installed,repel or testin required. AND LAWNS A5 REQUIRED repaired shall conform g q 4�O 0� 5) INSTALLATION OF NEW LANDSCAPING PLANTSl � to Chapter 172 AI/I, F. 9 REMOVAL OF: TEMPORARY EROSION GONTROL MEASURES BFLAGE-2 CAN DRAWINGS '�+ � of the Town Code ,\i,,, •, !NEST CREEK E'LfCTR2C1i1.2:`t.�'�"�T;�l+!REQ4)2R1:D , EXISTING_ J�'' MINIMUM STORM WATER AND POLLUTION GONTROL MEASURES: so del,, GROUND — — -- EXISTING R \\ �- .a_— ..�_ PAVED ROAD PO LOX •.•FLAG E-1 "ti-',-F� Ir:r'��'„'_��-�I�,.. �—•—=e., 256 POLLUTION CONTROL MEASURES TO BE MAINTAINED IN ACCORDANCE b �' WITH THE PROVISIONS OF THE TOWN OF 50UTHOLD, CHAPTER 236, RE TAIL' ST0R[�l WATER R11� �� ONCRETR FILTERGLOTH RE YGLEJGO GRETE ERJ�iLE N ElN 5 U E FOLK, NY 11 q56 STORM WATER MANAGEMENT AND ER05ION AND SEDIMENT PUR U,7iJT TO CHAPTER 2�6 -STONE 51ZE N. °03►��„ V OF TiIE TOG"uN CODE. -LENGTH 55=6" 0' 631 734-8416 -THICKNESS=b" � —_..__._. :� 0 MINIMUM CONTROL MEASURES. 5 i; E PLAN. -WIDTH= 12'MIN. � I SCALE. 1 11 = 30�—O��6. -GEOTEXTILE FABRIC BELOW STONE 1) PROTECT EXISTING VEGEtATION TO REMAIN. -MAINTAIN ENTRANGETHROUGHOUTGON5TRUGTION 2) MINIMIZE THE LENGTH AND TIME AREAS ARE EXP05ED DUE TO DO NOT PROCEED WIT INSPECT REGULARLY E N G I N E E R CLEARING AND GRADING. ''STABILIZE ALL AREAS THAT ARE GRADED AND FRAMING UNTIL SURVEY \ GONDOLA ENGINEERING, P.G. OF FOUNDATION LOCATION STRIPPED Y�IITH TEMPORARY SEEDING. HAS BEEN APPROVED, z 1755 51 G 5 B E E ROAD 3) DIVERT RUNOFF WATER FROM GLEARED 5LOPE5 AND MINIMIZE LENGTH `_EXISTING - SUPPORT STAKES FLARE EXISTING GROUND 1 MATTITUCK NY 111152 AND STEEPTJE55. {z PEP BALE ENTRANCE PAVED 4) INSTALL ER05ION AND'SEDIMENT CONTROL MEASURES AT PERIMETER STRAWBALES-INSTALLED-� SUPPORT STAKES ROAD Q Q AND CONTINUOUSLY AGAINST (Q 8'MAX•SPACING) 1 6�3 1 2 18—1 186 OF DISTURBANCE AREA PRIOR TO START OF CONSTRUCTIONDOWNSLOPE SIDE OF FILTER FABRIC FENCE — - MAINTAIN THROUGH PROJECT COMPLETION. 5) MAINTAIN 51-ABILIZED CONSTRUCTION ENTRANCE. AN 6) RETAIN ALL RUNOF F ON SITE ACCORDING TO LOCAL REGULATIONS. F(LTERFABRICFENcc ISSUE/REVISIONS DRAINAGE I N�G E �� COMPACTED SLOPE I 7) CONTROL DUST FROM CONSTRUCTION ACTIVITIES. rl BACKFILL TEE D C TR 1 )CTI O N 0 q. 14.20 BAIL 81NDlNG 8) CONTRACTOR 15 RE5PON51BLE FOR REGULAR MAINTENANCE AND ROOF AREA RESIDENCE & GARAGE }' F••0,_1-01N INSPECTION OF ALL CONTROL MEASURES TO MAINTAIN PROPER RESIDENCE ROOF AREA = 3554 5F i "_ '� �" N.T.S. rn EXISTING PERFORMANCE. 3554 5F X 0.11 = 604/42.2 = 14.31 ``f, _ _ " PROJECT q) DISPOSE OF ALL SOLID WASTE AND DEBRIS ACCORDING A5 WELL A5 PROVIDE (4) b' DIA. X 4' DRAINAGE POOLS �USE 2"X2'x48"(t3,'8')WOOD OR (TEST HOLE DUG BY MCDONALD GEOSCIENCE G�AKLEY RESIDENCE EQUIVALENT STEEL(UORT)SIAKES ON SEPTEMBER 24, 18 2:25PM) � �'� TOXIC, AND HAZARDOUS YNIASTE ACCORDING TO LOCAL REGULATIONS. EL. 9.0' 01 10) MAINTAIN TEMPORARY FENGING WHERE REQUIRED FOR 5AFETY AND GARAGE ROOF AREA C156 5F GRAYISH BROWN SANDY ICAM UL. 3�400 LITTLE NECK ROAD 0.5' � . DEBRIS CONTROL. q56 5F X0.17 = 163/42.2 = 3.bb STORM WATER CONTROL G,UTG 11) CONTRACTOR TO REPORT ANY MODIFICATIONS DETAILED CONTROL PROVIDE (1) b' DIA. X4' DRAINAGE POOLS PERMANENT S O BROWN SILTY SANDSM �1 �,�c,\ f �� HOC7UE, NY 11 q35 MEASURES. TYPICAL DRYWELL DRAINAGE RING 3, NOT TO SCALE \ �/ PALE BROWN SILT ML ` EAST - ^ --- NEW D.C?IVEWAY ' -� �. . DRIVEWAY AREA = 4940 5F PALE BROWN SILTY SAND SM CREEK .�_ A �� = 30� II III -II II 6 6.• L CONSTRUC' TION NOES 4g40 5F X 0.17 = 840/42.2 = 20 i-% \ \: r i11 ®®® � ® ® ®®® iI IiI PALE BROWN FINE SAND SP I + PROVIDE (5) 8 DIA. X 4 DRAINAGE POOLS BAGKFILLiN/ - JECT 9 K EL. 0.2' D RAIN I N G GLEAN SAND —' �— I I % , a AND GRAVEL I I—I f r `i �' I E I -PROPOSED SINGLE FAMILY DWELLING WITH BASEMENT AND DETAGHED lilii ®®® � ® � ® �®® liliii_ TAL�SEGTICVS r I�, ®® — SITE PLAN GARAGE =Iillrl ®®® ® ® ® ® ® ®®® l�Iiii� ii. + AM WATER IN PALE BROWN \ PROPOSED 8 DIA. X 4 DEEP DRYWELLS -Iil-u ®� ® ® � ® ��®® —III_li FINE SAND SP r •'+ 15 TO BE EXCAVATED AND CONCRETE FOUNDATIONS ARE PROPOSED - 111-!II Ti—il ` MUD-CREEK LIIIIIIIIIIIII ®® ® ® ® ® ® ®® llllllllllll= - -- 9 ,1 tt ' PROPOSED DRAINAGE DRYWELLS TO BE EXCAVATED --- -- \ -FILL TO BE FINE' TO COARSE SAND A5 PER TEST HOLE 24"MINIMUM TO GROUND I^IATER PROP05E08' OIA. X4' DEEPDRYWELLS -- - - - - - — — — — — — — — — — — v' -AREA OF CLEARING/015TURBANCE = 1,500 5F -NO TREES TO BE REMOVED OUT51DE OF LIMIT OF CLEARING & WITH OPEN GRATES o;' EROSION & SEDIMENT TEST HOLE LOCATION MAP GROUND DISTURBANCE LINE AS SHOWN u N.T.S. N.T.S. CONTROL DETAILS fi N.T.S. II j GEN AL NOT FRAMING NOTES DESIGN CRITERIA SQUARE FOOTAGE: 4106 5F INTERIOR 1. THE INFORMATION WITHIN TH15 SET OF CONSTRUCTION 850 5F COVERED PORCHES DOCUMENTS 15 RELATED TO BASIC DE516N INTENT AND FRAMING THE CONTRACTOR 15 TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY 1050 5F UNFINISHED BASEMENT DETAILS. THEY ARE INTENDED AS A CONSTRUCTION AID, NOT A DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR 1420 5F CRAWL SPACE 5UB5TITUTE FOR GENERALLY ACCGEPTED BUILDING PRACTICE AND TO CONSTRUCTION. 1608 5F GARAGE COMPLIANCE, WITH CURRENT NEW YORK STATE BUILDING CODES. WOOD FRAMING 2. THE CONTRACTOR 15 RESPONSIBLE FOR ENSURING THAT ALL 1. ALL LUMBER 15 TO BE NO. 2 OR BETTER DOUGLAS FIR LARCH (N) WITH THE TYPE OF WORK, MATERIAL, AND EQUIPMENT COMPLIES WITH CURRENT FOLLOWING MINIMUM SPECIFICATIONS: CONSTRUCTION: SINGLE FAMILY FEDERAL, STATE, COUNTY, AND LOCAL CODES, ORDINANCES AND FB = 825 PSI INCLUDING BUT NOT LIMITED TO THE NEW PORK CONVENTIONAL LIGHT FRAME REGULATIONS I FV = g5 PSI WOOD CONSTRUCTION STATE UNIFORM BUILDING CODE AND THE NEW YORK STATE FG PERP = 625 F51 ENERGY CONSERVATION CODE. E = 1,600,000 P51 DESIGN CRITERIA: 2. ALL PARALLAM (P5L) LUMBER 15 TO HAVE THE FOLLOWING MINIMUM 3. DESIGNER AND ENGINEER ARE NOT RESPONSIBLE FOR NY5 RESIDENTIAL GODS R301.2.1 .1 AND UTILIZED METHODS AND PROCEDURES STIPULATED SUPERVISION OR INSPECTION OF THIS CONSTRUCTION PROJECT. SPECIFICATIONS: IN CHAPTER 2 ENGINEERED DESIGN AND CHAPTER 3 PRESCRIPTIVE DESIGN IN THE 2001 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS - FB = 2,1100 P51 AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL (2001 DO NOT SCALE DRAWINGS. FV = 2q0 P51 WFCM) FOR ONE AND TWO FAMILY DWELLING UNITS AND ASGE 7. 5. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM OF FG PERP = 150 P51 28 DAY STRENGTH OF 3000 P51. E = 2,000,000 PSI GROUND SNOW LOAD: 20 P5F 6. DO NOT BAGKFILL AGAINST FOUNDATON WALL5 UNTILL FLOOR 3. ALL MICROLLAM (LVL) LUMBER 15 TO HAVE THE FOLLOWING MINIMUM ROOF & ATTIC: 20 P5F L.L. SYSTEM INSTALLATION 15 COMPLETE. SPECIFICATIONS: 15 P5F D.L. 7. ALL PENETRATIONS BETWEEN LEVELS SHALL BE FIRE STOPPED. FB = 2,600 P51 15T & 2NO LIVING LEVELS: 40 P5F L.L. AIR SEAL ALL EXTERIOR PENETRATIONS. FLASHING TO BE FV = 285 P51 15 P5F D.L. PROVIDED AT ALL BREAKS IN ROOF LINES, CHIMNEYS, SKYLIGHTS, FC PERP = 150 P51 WIND SPEED: 135 MPH A5GE-7 MWFRS-METHOD 2 0 P5100 g00 EXTERIOR DOORS, WINDOWS, DECKS, AND WHERE REQUIRED. E = 1 SEISMIC DESIGN CATEGORY: B 8. NOTIFY ENGINEER IN WRITING OF ALL CHANGES PRIOR TO AND 4. ALL PRE55URE TREATED LUMBER 15 TO BE MCQ NO. 2 OR BETTER SOUTHERN WEATHERING: SEVERE DURING CONSTRUCTION. YELLOW PINE. FR05T LINE DEPTH: 3611 q. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE FB = q75 PSI TERMITE: MODERATE TO HEAVY NECE55ARY TO PROTECT DESIGNER, ENGINEER, AND OWNER. FV = g0 P51 DECAY: SLIGHT 10. CARBON MONOXIDE ALARMS SHALL BE PROVIDED ON EACH LEVEL FG PERP = 660 P51 ICE SHIELD UNDERLAYMENT REQUIRED: YES, VALLEYS & PERIMETER AND IN BASEMENT WHEN APPLICABLE. SMOKE DETECTORS ARE E = 1 ,100,000 P51 REQUIRED IN EACH BEDROOM AND EACH LEVEL OF DWELLING 5. ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER ACCORDING TO NEW YORK STATE BUILDING CODE. BOARDS ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE WEST EK MANUFACTURER'S SPECIFICATIONS. I I'l 6. ALL TJ15 ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND SHALL INCLUDE 5QUA5H BLOCKING AND WEB PLAN I DESIGN I BUILD STIFFENERS AT BEARING POINTS ON GIRDERS AND OTHER LOAD BEARING AREAS. 7. ALL STRAPS, CONNECTORS, PLATES, BOLTS, NAILS, ETC. ARE TO BE PLUMBING RISER DIAGRAM, _DESIGN DR KINGS GALVANIZED OR 5TAINLE55 STEEL. DESIGNATED CONNECTORS, STRAP ETC. NOT TO SCALE V1E5T CREEK 1 ON THESE DRAWINGS ARE MADE BY 51MP50N UNLE55 INDICATED FOUND)1T -ONNOTE; OTHERWISE. ALL CONNECTORS, STRAPS ETC. ARE TO BE NAILED/BOLTED IN PO BOX 256 ACCORDANCE WITH THE MANUFACTURER'S 5PEGIFIGATION5. NEkN SUFFOLK, NY 11 q56 THE CONTRACTOR 15 TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY 8. ALL FLOOR 5HEATHING 15 TO BE 23/32 INCH AC TYPE PLYWOOD, TONGUE AND 411 ROOF VENT GROOVE, WITH AN APA SPAN RATING OF 48/24. FLOOR 5HEATHING SHALL BE 631 734-5416 D15GREPANGIES ARE TO BE BROUGHT TO THE ENGINEER PRIOR TO GLUED AND SGREWED TO THE FLOOR J015T5 ( 6" O.G. EDGES AND 12 " O.G. GONSTRUCTION. 3 FIELD ). " 1. ALL CONCRETE 4,000 P51 AFTER 28 DAYS MINIMUM. g. ALL WALL SHEATHING 15 TO BE 15/32 INGH APA RATED EXP05URE 1 PLYWOOD ENGINEER 2. ALL REBAR ASTM A-615 GRADE 60. 3. FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE AND SHALL BE NAILED WITH 100 COMMON NAILS 6" O.G. EDGES AND 12" O.G. GONDOLA ENGINEERING, P.G. BOTTOMS OF ALL FOOTINGS ARE TO BE INSTALLED A MINIMUM OF 3' BELOW GRADE UNLE55 INDICATED OTHERWISE. 10. SOLID BLOCKING 15 TO BE INSTALLED EVERY 8' MAX OR MID SPAN OF ALL 1 1/2" 1 1/2" 1755 SIGSBEE ROAD4. REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALL5 WITHOUT FLOOR JOISTS WITH SPANS EXCEEDING 8'. 1 1/2" 1 1/2" MATTITUGK NY 11 q52 WINDOWS A,RE TO BE INSTALLED 10" BELOW THE TOP OF THE FOUNDATION WALL. 11 . DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALL5. 1 1/2" 1 1 1/2" 1 1/2" W.C. W.C. C _ 1 1/2 5. REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALL5 WITH WINDOWS ARE 12. BLOCKING 15 TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. WM LAV. L V. 631 2q8-1 q86 TO BE INSTALLED 3" BELOW THE BOTTOM OF THE WINDOW OPENING. 13. WALL5 ARE TO BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES OC 6. ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS UNLESS INDICATED OTHERWISE. sHOWER OR BATH SHOWER OR BATH SECOND FLOOR 14. ALL BOLTS NUTS AND WA5HER5 ARE TO BE HOT DIPPED GALVANIZED. 211 1 1/211 1 1/2" IONS 3 311 2 ARE TO BE SEA,LEDIGROUTED. 211 7. THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND11 q. 14.20 ELECTRICAL CONTRACTORS RELATIVE TO INSTALLATION OF SLEEVES AND OTHER STEEL 15. ALL STEEL 15 TO BE ASTM SPECIFICATION A-gg2-50 3" PENETRATIONS PRIOR TO POURING CONCRETE. 8. INSTALL ISOLATION JOINTS ALONG FOUNDATION WALL5 AND AT COLUMN AND 16. ALL STEEL USED IN THE FIRST FLOOR FRAMING IS TO BE GALVANIZED IN PROJECT OTHER FLOOR PENETRATIONS. ACCORDANCE WITH ASTM SPECIFICATION ASTM A123 g. INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18' 17. ALL BOLTED GONNEGTIDNS ARE TO BE MADE WITH A-325 BOLTS. O��cKLEY RESIDENCE MINIMUM. 18. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM 1 1/2" 1 1/2" 1 1/2" 3400 LITTLE NECK ROAD SPEGIFIGATION A500. 1 1/2" 1 112" 10. FOUNDATION EXCAVATION 15 NOT TO BE BACK FILLED PRIOR TO THE 1' 1 1/2" 1 1/2" GIUTGHOOUE, NY 11 q35 INSTALLATION OF THE FLOOR FRAMING. 1 g. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND LAv. W.C. LAv. W.C. 3 W.C. 11. BAGKFILL Al-ONG FOUNDATION WALL5 15 TO BE GLEAN MATERIAL AND 15 TO CONFORM TO AW5 AND AISG STANDARDS. LAv. (2> SINK SINK SINK BE MECHANICALLY COMPACTED IN 6" LIFTS TO q5% OF MAXIMUM DRY 20. ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. SHOWER OR BATH FIRST FLOOR SCAL DENSITY. 21. STEEL 15 TO BE PRIME COATED. 1 1/2" 3" 1 1/2" 1 1/2" 1 1/211 12. FOLLOW GOLD WEATHER CONCRETE TREATMENT RELATIVE TO ADD MIXTURES 22. 1/2" WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING 1 1/2" 311 311 2' 311 1 1/2" IC.O. N.T.S IN ACCORDANCE WITH ACI 212.3R. USE AIR-ENTRAINING ADMIXTURES PER POINTS AND OVER ALL COLUMN SUPPORTS. ASTM G260, AA5HTO M154 OR WATER REDUCING AND 5ET-CONTROLLING ADMIXTURE5 23. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1/2" BOLTS AND 311 3" PER ASTM 64g4, AA5HTO M 1q4 ONLY. DO TO WOOD GIRDERS WITH 1/2" LAG BOLTS. DRAINING NOT USE CALCIUM CHLORIDE OR OTHER CORROSIVE TYPE ADMIXTURE5. 24. ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. 1 1/211 TO HOUSE NOTES SANITARY SYSTEM WM (OPTIONAL) BASEMENT AM FRAMING DETAILS FOUNDATION D�TAIL.� HSS 5 X 5 X 1/2 /16 2x6 studs 16" OC HSS 5 X 5 X 3/8 5/8" Dia.Anchor Bolts 25" O.C. in 8' 3/4" Steel Base Plate 2„ 1/2 End Zones 29" O.C. Interior Zones 5/8" 0 Simpson TITAN Anchor Bolts 1/2" 2x8 MCQ Sill 9 I TCopper Termite Shield 6" 3/16 2x6 studs 16" OC 3/4" Steel Base Plate 5,18" Dia.Anchor Bolts 25" O.C. in 8' 13" 1/2 5/8" O Simpson TITAN Anchor Bolts End Zones 29" O.C. Interior Zones 3„ s° I I ° 61' Copper Termite Shield 2„ � L 2„ - Expansion Joint and Steel Column Base Plate and Anchor Bolt Details ° Joint Sealer - �! A ° 2 x 4 ACID Sil► 10" 6x6-W 1.4x1.4 WWM --4" Poured Concrete Slab 4" Poured Concrete Slab z _Expansion Joint 2 10" and Joint Sealer 1-1/2" M Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018, Pages 149 and 193) 12„ ° d 3" 12" \ WESr"Spacing \'Subbase - Compacted Fill CKEEK Joint Description Nall Spa g 3 Subbase -Compacted Fill \ ROOF NAILING 20" \ Rafter to Top Plate(Toe-nailed) 3-8d 3-8d per rafter 3,. (2) No. 5 Rebar 6 MIL Vapor Barrier 20 (2) No. 5 - 60 ksi Rebar 6 MIL Vapor Barrier Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d per joist PLAN DESIGN I BUILD Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap Foundation Section B Foundation Section Detail Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap A O Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie Blocking to Rafter(Toe nailed) 2-8d 2-10d each end Rim Board to Rafter(End Nailed) 2-16d 3-16d each end DESIGN D RAN l N G S WALL FRAMING Top Plate to Top Plate(Face-nailed) 2- 16d(1) 2-16d(1) per foot YN E ST G RE E K Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side Stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c. PO BOX 256 Header to Header(Face-nailed) 16d 16d 16"o.c.along edges HSS 5 X 5 X 1/2 Top or Bottom Plate to Stud(End Nailed) 3- 16d 2-40d per stud 2" N EN 5 U F FOLK, NY 11 C156 Bottom Plate to Floor Joist, Band Joist, End joist or Blocking(Face-Nailed) 2- 16d (1,2) 2-16d (1,2) per foot 631 734-8416 14" FLOOR FRAMING 14 "X 14" X 3/4" 3/16" CC J st to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist Base Plate 2" E.N G I N E E R Bridging to Joist(Toe-nailed) 2-8d 2-10d each end 14" Blocking to Joist(Toe-nailed) 2-8d 2-10d each end Anchor Simpson TITEN Cr0 N DO N ENGINEERING, Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4- 16d each block Ancr Bolts Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist 2' Top of Footing -TOF 1 755 51 G 5 B E E ROAD Joist on Ledger to Beam(Toe-nailed) 3-8d 3- 10d per joist 4,000 PSI Non Band Joist to Joist(End-nailed) 3-16d 4- 16d per joist 3/4" Steel Base Plate 2 Shrink Grout MiTTITU GK, NY 11 g52 Band Joist to Sill or Top Plate(Toe-nailed) 2-16d (1) 3- 16d (1) per foot Pedestal 1' ROOF SHEATHING ° ° ° ° 631 2q8-1 q86 Structural Panels(See Notes 4,5 and 6) Interior Zone 8d 10d 6"edge/12"field 6 Perimeter Edge Zone 8d 10d 6"edge/6"field 8d 10d 6"edge/6"field 12" ° ''GG Gable End Rake with up to 1'Rake Overhang ° 1�J 5 U E�REV l�J' 1 O N�J d CEILING SHEATHING 3" 0�. 14.20 Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field ° WALL SHEATHING See Plans Structural Panels(See Notes 1,2,and 3) 8d 10d 6"edge/12"field 3" Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field ° ROJ EGT No. 5 Rebar Isolated Footing Detail d Ste Footin Section OAKLEY RE5I0ENGE FLOOR SHEATHING C p g Structural Panels 8d 10d 1 or less 6"edge 112"field 3400 LITTLE N EGK ROAD (1l Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall G UT GHOG U E, NY 11 q35 be used where wall sheathing nailing is reduced. For example, if wall sheathing is nailed 3 inches on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled,or alternate connectors shall be used to maintain load path. (2)For wall sheathing within 4 feet of the corners,the four foot edge zone attachment requirements shall be used. (3)Tabulated 12 inch o.c. nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49. t (4) For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the 4 foot d perimeter zone attachment requirements shall be used. 11411 = 1 (5)Tabulated 12 inch o.c. nail spacing assumes roof sheathing attached to rafter/truss framing members with G>0.49.For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. (6) For wind speeds greater than 130 mph, blocking is required which transfers shear load to two additional rafters(3 rafters in total). D RAN I N G (7)For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. NOTES & DETAIL5 5 1 Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education r�? t ;R - - , Law.Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 6cn, ' /t9Q T' the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or " r ` �,�,�,�;,.'+1! Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her "- �� s ,, signature and the date of such alterations,and a specific description of the alteration. I 0 2i_On 12"GC 0 °o 0 ORAFTEF ' 1 O O O O 3 Framing 2.5A TOP PLATE Simpson LSTA30 Rid O OR HEADER S each O 1 O O O O Washer Simpson MTS30 Rafter Strap at each Rafter Tail O 0 12" RAFTER . O TOP PLATE O O 1 wooD O Glass STUD ® O ® ® O Plastic Coated Permanent ood Screw Anchors Simpson H2A Hurricane Ties O O 01 0 O O at each Rafter Tail W Glass O O O O O O 12"Plywood OO O O O O Framing_ STU BOTTOM O O O PLATE O O O O O WaSt1P.r RIM JOIST 3 1 O (TY0.) TOP 2 O O — 3"No.8 PLATE O O Screws O O 12"OC ODetail A-Typical Attachment of Plywood Openings O O O O O Protection to Wood-Frame Building Simpson ST22 Strap Typical 2nd Floor O O O Note: In Lieu of Screws, Lugs with Nuts and 2 1 Washers May be Used Strapping Detail NTS 2 O O 2 OLight OWood-Frame wall O O 03 03 1 (J3 ; Zone 1 Zone 2 Zone 3 CKEEKWES IIIIII 111,R1,11111111 Pill IIIII + SIMPSON LSTA3P, Field 6" OC 12' CC 4" OC PLAN I DESIGN BUILD SiMPSONLTPS Panel Edges 6" OC 6" OC 4" OC Box Nails Number of STRAF Simpson BP S-eft- 1-ypical Wall an Nailing Requirements for 140 MPH,,3 Sec. Peak Gust, Detail Sill Strapping 12" Thick Roof Sheathing with 8d Common Nails or 10d Box Nails i �?ESIGN DRANINGs STRAPPING DETAILS ROOF SHEATHING NAILING DETAILS _I INEST CREEK Plywood Openings Protection; N• Thickness Depends on C B0� 256 Window Cpening Width(i) I P l� X 6 SIMPSON SPH4 ;TE TO 120 MPH CERTIFIED WINDOW INSTALLATIO] NEN SUFFOLK, NY 11 g56 STRAP SIMPSON LSTA9 D PANEL 1NINDOIN AND DOOR PROTECTION FOR V 631 134-8416 STRAP BUILDIN65 WIND-BORN DEBRIS PROTECTION ENGINEER TYPICAL WINDOW AND DOOR =Length of Beam GONDOLA ENGINEERING, P.C. L/4 L/2 L(4 HEADER STRAPPING DETAIL No Openings-T--Openings N0 Openings 1755 51 G 5 B E E ROAD EACH CORNER N .T.S. MATTITUGK, NY 11 q52 631 2q8-1g86 Tea MIN.DISTANCE available MIN.DISTANCE FROM TABLE A DO NOT CUT HOLES FROM TABLE B for openings LARGER THAN 1 1/2" 11/2"HOLE MAY BE CUT -5 HOLES NO FIELD CUT IN CANTILEVER ANYWHERE IN WEB OUT HOLES IN SIDE OF HATCHED ZONE Range of Web Openings HATCHED ZONES DO NOT CUT O 7/L, ❑ o NOTCH FLANG E. Along Length of Beam Cg. 14.20 0 °. ❑ 6 3/16" 6" L 2 X D D L 2 X D g g Range of depth of Circular 1 MINIMUM 2 MIMMUM opening o enln beam for openings 4-1/2"0 Bolts PROJECT (APPLIES C ALL CLOSELY GROUPED ROUND HOLES ARE HOLES EXCEPT PERMITTED IF THE GROUP PERIMETER MEETS 1/2"Web Stiffener 1/2"Web Stiffener KNOCKOUTS) REQUIREMENTS FOR ROUND OR SQUARE HOLES. DO NOT CUT HOLES IN 1/2"R(TYR) OAKL EY R E 51 D E N G E CANTILEVER REINFORCEMENT. Steel Beam TABLE A-END SUPPORT MINIMUM DISTANCE FROM ECGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 4-1/2"0 Bolts 400 LITTLE N E G K ROAD DEPTH 2" 3" 1 4" 5" 6Y" 7" 87/" 11" 13" 2" 3" 4" 5" Y" 7" 8T/" 11" 13" 114"Stl.Plate 6 9Y" 360 1'-6" 2'-0" 3'-0" 4'-0" 6-0" 1'-6" 2'-6" 3'-6" 5'-0" 5'-6" 3/16" GUTGHOOUE NY 11 q35 11 7/" 560 V-0" V-0" V-6" 3'-0" 5'-0" 5'-6" V-0" 2- - -6" 5'-0" T-0" T-6" 8'-0" 14" 560 V-0" V-01 V-0" V-0" 2'-6" 3'.0" 6'-0" 9'4' 1'.0" V-0" V-6'' T-6" 6'-6" T-0" 9'-0" 10'-0" NOTE: 16" 560 V-0" V-0" V-0" V-0" V-0" V-0" 3'-0" 6'-6" 10'-01, 1'-01, V-0" V-0" V-6" 5'-0" 6'-0" 1U-0" 11-4- 12'-G" 1 S2LE3 W Unless indicated otherwise,all interior columns are d=Diameter of circular opening =D13 to be bolted to steel girders with 1/2"bolts and all J h=Height of rectangular opening =D/4 perimeter columns and beams are to be welded. SCALE TABLE B-INTERMEDIATE OR CANTILEVER SUPPORT W=Width of rectangular opening =DA 1/4 r f �' 1 l 1 MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE S1 =Minimum distance cl transverse member=❑ TYPICAL INTERIOR STEEL COLUMN JOIST TJI® or 12",whichever is larger. DEPTH 2" 3" 4" 1 5" 6Y" 7" 8 11" 13" 2" 3" t6'-0" 8'-0" 6Y" 7" 8��" 11" V S2 OR S3=Minimum distance between openings bas?d TO STEEL BEAM COLUMN DETAIL 9 1i2" 2'6" 3'0" 4'-0" 5'0" 8'-0" 2' " T-0" T-6" On larger opening =3 x d OR 3 x h OR;x w }''� A '^' 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" 3'-0" 4'-6" 8'-0" whichever is larger N .T.S. J1 Rl"�Y `L I N G 11 T/8' V-6" T-0" 4'-6" 5'4' 8'-0" 8'-6" 12'-0" 3'4' 4'•6" 10'-6" 11'-0" 12'-0" 14" 560 V-0" 1'-0" V-6" T-6' 5'-6" 6'-6" 9'6" 13'6" V-0" 3'-0" 5'-0" T-0" 10'-0" 11'-0" 13'-6" 15'-0" 1 Ei" 560 1'-0" V-0" V-0" 1'-0" 2'-6" 3'6" T 0" 11'-0" 15'0" 1'0" 1'-0" 3'6" 5'6" 9'-0" 10'-0" 14'-6" 16'0" 18'0" Notes: Opening Size and Spacing NOTE 5 & DETAIL 5 . RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. 1 This detail may be used for shopor field cut openings without -HOLE MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB.LEAVE 1/5"OF WEB(MINIMUM)AT TOP AND BOTTOM OF HOLE. y "} consulting the structural engineer Any opening outside these KNOCKOUTS ARE LOGAT'ED IN WEB AT APPROXIMATELY 12"ON-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT. constraints must be approved by the structural engineer s�M e : -FOR SIMPLE SPAN(5'MINIMUM), UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND t r,. , HOLE MAY BE LOCATED AT THE CENTER OF THE J0I5T SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. 2• All field cut openings must be cut with as smooth of edges as possible and then ground to eliminate notches and irregularities -015TANCE5 ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL 5PEGIFIER'5 GUIDES. FOR OTHER LOAD " CONDITIONS OR HOLE CONFIGURATIONS USE ILEVEL®TJ-BEAM®SOFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE. TYPICAL BEAM PENETRATION DETAIL OM 154 Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education '' ALLOWABLE H 0 L E S - TJI® JOISTS N , I .S. Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or —- - Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her signature and the date of such alterations,and a specific description of the alteration. B I -5QUARE FOOTAGE I UNFINI5HED BA5EMENT 1050 5F 64'-8 1/4" CRAM 5 PAtC E 1420 5 F 45'-6 114" I 8"THK.POURED CONC. r - - - - - - - -�- - - - - - - - - - FOUNDATION WALL W/ 8X16 FOOTING - „ "1 FIREPLACE SUPPORT I I � - - t - - - - - - - - - -- - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — - 'I mrm. I" ,• _I _ — _ _ _ _or _ J�IIIII I I I II �.•,II••,• -rX2III-I I II I'I{'I I 5 3u/�1—8 II I aF�Xm-r1,-_o__�q—'—2—„ ---ouiTH.1.•4 I'-4 II—q1/11'-6-1"1-3-_e/-8"�-rXim-`At r III—lI — —---q— IrABOVE a- x1-1-77&-F5L_FH -'—r.I.II�1IIIIIIIIII 4.•-1.—1/16——"--o�°NO ——-----oo —I--5--1--.:--d° ----III,I�iiI- iiIi -----------J-—_-- _— —-- — ---�+ --- -'— ---" ---=---=rI --_- —5t/ 8—"—fi ---_-I —II —�i—T-IlII — --IIII --v�IIIII —t7 -—III O 17— — —"III —1 --+ 1IIIII ---- BS-3 5X16 VENT TYP.!zt 10" THK. POURED BLUESTONE PORCH ABOVE m CONCRETE SLAB W/#5 REBAR @241 O.G. 5'X5'X12"FOOTING N#5 REBAR I3"O.C.BOTH DR. 4"WIDE STEP 4"WDE STEP H55 5X5X1/2 COLUMN @ TOP OF WALL @ TOP OF WALL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W8X24 r �_s1MPSON 1'-113151, 3a3 - _III-IIIII-I�IIIIII - f• 3 III1IiII 1I/IiII 4--" 20-5 i/z, CONNECTORS (III - - III 12"X2 0" POUR ED CONC. F O OT ING - 3-1/2X111/8J51 . SET ON UND15TURBED 501L W/(2) # 5 in CONTINUOUS REBAR 2'-65/16" 4� THK. POURED 5-107/8' 11'-101/ 2_4 /2 X6 VENT TYP.CONCRETE SLAB WbXb, #10/#10 WWM u 10"THK. POURED GONG. o oN � xTT � FOUNDATION WALL kV#5 RE BAR BOTTOM OF FLR. V _ WEST 6 CREEK JOISTSLL @36" O.G. EACH WAYW/3b" SPLICE cn n FIREPLACE SUPPORT ~ j JJ4'-4 13/16"ii • o q Iq'-113/4" ji v WUID APPLIED DAMPOFINGaI PLAN DESIGN BUILDGRNL BASEMENT r r x x (2)#5 CONTINUOUS REBARx - I GONGREtE FLOOR c3 /2"X1118 PSL TOP OF WALL 3-1/2"X1 1-1/5"P5L« I "I m l m m' - - - - - - - - - - DESIGNDRANINGS 6 VENT TYP. - - - - - - - - - 8xaX12"FOOTING N#5 KITGH. ISLAND REBAR 13"O.G.BOTH DR. I CABINETABOVE 11-1/5"TJI/560 @16"O.G. kNE5T CREEKI FLR.JOISTS 5/5"X 12"ANCHOR BOLTS @ 25" O.G.AG �AP50N H555x5X1/2COLUMN , STEP FOOTING cn NDLER NNEGTO HVAG AT VEND ZONES AND 29" O.G. AT IT 2.31/11 )TYP. R-HAND R PO BOX 256 INTERIOR ZONES W 3X3X3/16" b., . 9'-11 1/16" 12-5 A 3'-9 3/4" H55 5 5X1/2H55 5X5X1/2 HSS5H55 5XX1 �5_X1 STEP FOOTINO METAL WASHER NElu 5UFFOLK, NY 11 q56 12" FROM EACH CORNER -- /4"X11 1/8" '15L FLUSH BEAM 631 734-8416 — — — — — — — — — 2•8°x6 1'FooTING w45SL 3- 21P — — - - b' REBAR 11O.G.BOTH DR. 4' 9 1/2" H55 5X5X1/2 COLUMN Ln 4%012"FOOT)NG J,"5 ENGINEER t- J rREBAR 15""O.C.BOTH DR.ILLL 4"THK. POURED I iONG N#5 H555XX/2COLUMN REBAR11"O.G BOTH DR. CONDON ENGINEERING, P.C. .CONCRETESLAB ~ X H5 5X5XIb COLUMN -q 112, 4'-q 1/2' LL LID u' W/6X6 #10/#10 WWM "' 5165BEE ROAD8"THK.POURED ONG, POST UP FOS FOUNDATION LL W/ I 8X16 FO TINS a 1ZL 1 MATTITUCK NY 11 q52 LL BASEMENTENTRY5 AIRS IL BOILER 1 r' 3'-4 1/2" UP — - 6- 1sr --Ii —•':`-III_-: T r "aj I, i IIII L ;6r�!y3�Cl1 ,2i� c�q8— m w 10„THK. POUREDBASEMENT ~ ILL OPROPANE Q CONCRETE SLABCONCRETE FLOOR SERVICE r 5-1/4X1-1/8' 5L 16'- " m � ENTRANCE W#5 REBAR @24" O.G. ISSUEL R' E Y IS IONS L 1 ' /4J- - - - - - - -, LL 0 q. 14.20~ V)G 2 x u- REHAR 1"O.G.BOTHDR. � H55OX1/2 COLUMN IL/4" a-GUN4024 - - - - - - - m IT M LJ c 1881/2" TER 5-2 1/4" 5EICEL ;z PROJECT 31 OAKLEY RE51DEN C E DWINDCUWN4024 Q 3400 LITTLE NECK ROA OW WELL AREA WALL '8 THK.P.G.WALL W/ 3'4 34 8X16 FOOTING A IL _J GUTGHOGUE, NY 11 q35 VERIFY STEM WALL 10"THK. POURED S-3 4"WSTEP @ OP OF WALLTOP ELEVATION CONCRETE SLAB Li WINDOW WELL AREA WALL/#5 REBAR @24" O.G. BLUESTONE PORCH ABOVE b"THK P.G.WALLW 3'4" 3'4 L - - - - - - - - - J- - - - - - - - —� 8X16 FOOTING VERIF STEM ALL, 1 /4 1 — -- - - - - - - - _ TOP ELEVATION L - - - - - - - _ - _ _ - - - - _ DRANING -3 1/4" 10'-3 1/4" q' 4'-4 1/2" 1 V-4 1/4" 10' 4'-10 1/4" V-2 1/4" FOUNDATION ELAN 21'-4 3/4" 20'-6 1/2" 22-5 3/4" SCALE : 1/4" = 1 -0 !LU E4, ntjNDAT-ION PLAN A 1 _ J - " 4. B I I 14' 33'-11 3/8" 10'-9 5/81, ol DARE FOOTAGE 11 1/4" 4, ,11 1/4" 11,_q„ 9'-3 1'4" 11 1/4" 4'-11 1/6" 4'-11 1/8" 11 1/4" 4, �11 1/4" STONE VENEER CHIMNEY ' 1'-1" 1'-1" 1'-1° 14' 1-1/2"STONE STONE STEPS F I R5T FLOOR 2660 5 F FINISHED STRUCTURAL COLUMN 1/2"CEMENT BACKER BOARD SIZE 15 1/4"X 15 1/4"TYP. 5/8"PLYWOOD SHEATHING 1'_1" 2'9" 2'-9" ol S EGO N D FLOO R 3-1/2"FRAMING I 1446 S F _ � I TOTAL INTERIOR 4106 5F _ 3 1/2" ry GUDH-NG3226 E GUDH-NG3226 E i ry ry 1'-1'L L1'—, 4 G G _ I �FV-3 -- - r 1 r'1 7 — � , GOYERED PORCHES 850 5F (2)9-1/2"LVL HDR. (2) -1/2"LVL HDR. - - I -(2) 14"LV HEADER m (2)14"LV HEA ER FIREROGK PRE-ENGINEERE �� p36"MASONRY GAS FIREPLACE ATI0 523 5F �? In W/METAL FLUE Lu 2X10 @16"O.G.R.R. 2X10 @16' O.G.R.R. ' � , ii ii � 4 1/2' 1 1 1 1 JtL = Q �, J SKYLIGHT j i SKYI IGHT i i SKYLIC+HT i i SKYLIGHT J J SKYL IGHT j j SKYLIGHT i i SKYLIGHT J N Q p = O - 1 1 I I 1 1 I I I I (v d - J fV J OrC s ABOVE I I ABOVE I I B@O,LE 11 ABOVE O v 'I' �VE 'I' v Q� w 1 1 ABOVE ABOVE -� w n a ua I COVERED PORCH m Q 1 STONE STEPS t- m W r '] I I I I CV I I I I (V in � � � � � �� -- L` � L ... BLUESTONE FLOOR � o _J KING '� J -1 J J J (VAULTED GEIL.BEADED) EXTERIOR WALL W/5HINGLE SIDING 3� (VAULTED CEILING) ON 30# BLDG. PAPER ON 9 1/4"LVL F.J.@16" 1 , zj J - / ,rp 2X8 FALSE R.R. °� BAYKNOOWABOVE 5/5" PLYWD. SHEATHING Fi 2 v v v I 16"O.G. �- _� - 3 9-1 m I ry l I N I 2X10 @ 16"O.G ON 2X6@16 O.G. FRAMING (TYP. 14'71/4" 4' 1 3/4' cu5Fr12o2o U5FD1206a cu T12020 GU5FD1 066 PROVIDE R-19 BATT _ _ - °' INSULATION PER SPECS. m ,+ zo I I I I I GAB. -112"X11-1J8"P5L FLUSH It'W (SET AT LOWERED P TE HT.) I I H55 5X5X1/2 H55 5X5X112 I 1 �' I H55 5X5 ,/2 N f2'-q I I 13-1/2"X1 1-1/8" I I I 5XSX112 I — _ (LINE UP WITH VALLEY P05T FROM ABOVE) z_ e _ - - - -I- - - —. - - J2X10 @16"O.G.R.R. --� I _1T2,Kl =118"-p5L FLIJSf� - �v-18 P F - f'� :o P5LFLU5HIIILINE OF WALL ABOVELINEN 11-1/8"T I 0 @l6" C. FLR.JOISTS vw�II I I I 5/8" 2'-0 5/5" 1'-8 1/2" = 1 -1118", I LINE OF WALLS ABOVE�� 23'-8 1/8" 'I 'I 20'-8 1/4" FIREROGK RE-E GINEERED I I I iI I I 2' 12' �; 36"MASON GA FIREPLACE I I I I I I " i 10 @1 "O.G.R. . - DINING ROOMmI I d. I I IJ_L W/METAL UE3'-11 1/2" z �5 TH ° ( J I _ 3 1/2"X11-1/8" I I I2SFLR.II I (2)9-1 "LVL R.- 11-1/8"TJI/560 - z (8'-v DROPPEDP5L FLUSH11-1/8"TJI/560 @�6"O.G.FLR.JOISTS I I I ' I m @16"O.G. FLR.JOISTS �' g 4 w-'u "n I I CEILING HT.) r )�.L 9-114"LVL F.J.@1b" IJ o3-1/2"X11-1/8 > Nm "-W I I x I I I P5L FLUSH tr � i1i ( 11 SAY WINDOW I J z _ WESTCREEK ' = 4'0 1/8" 12'8" 4'0 1!8" `� 6"� Q :fl 1 0 0 GAB. w PATIO �2xea- m l l I .-I I m I I I -,ova" 2 ,ova., LIVING'ROOM I II I _ _� BLUESTONE in (9 9 3/4 G 'LING HT.) z n @ F R. 15T5 II'I I I m 13 I I 9'-13/8" III cn i JI b' m z x1-1/8"TJ11560 ,b" I 11 m1 I _ _ - - _ - - - - - � - - _ - - _ — II► lrn 12'b" _ — PLAN ( DESIGN BUILD I --_ 5 /4'X11 1/8 P5 (2)FLR.J 15T5 UB ^- _ _ 5 1/4"x11-'1%8"P5L FLUSH - - - - - g 2X10 @16" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �o (2)9-1l2"LVL HDR. 3-1/2"X11-1/8"P I I I � � I I �, I I I I� � I I „ r -I I ,.., m - - - - - - - - - - - - - - -I - - - - - - - - - - - - rn - - - - -+��JI��_ I I I cn s O.G.R.R. 1 36xa4 —:fl — �— — — — ---� :U - -- �— I I i o XI 1-77F (b'-&DROPPED T / 'X11 7/ '�5 — — — �— — —3-1/ 'X11?!8F F*i:N.U6H- - - I- _ CEILING Hr.) I I I I I I I I �� ©' I I L_ - J ' q Uw DESIGN DRAVAINGS cn z i IIIII I I � I I I I I �}- - `` y I I 0 - c0 I I I LINE OF WpLL5 ABOVE I , i1\J I I I > 2 m N <p �u In I � I�I m v II I _ w 1 JI "O.G. R.JOI T5 p ►n l�lEST CREEK I `t I 1'-8 1 N H55 5X5X!2 I I I I H55 5x5X1/2 ' I I N _ v ( N j iv r 415-1 1/4 4'9 3/4" 4'-1 1/4" in I I KITCHEN I u m IL � d) 1 I ul 32x84 �\ ( _ — — _ I I — _� — — l l — _ J) I .p ry PO 13OX 256 IXJ 30xa4 ,2A100 _ _ _ _ _ — _ — — _j _ cv _ _ _ — — — — 2X10 @1 b"O.G.R.R. L 2'-0 5/8" I = T I 2"x11-115" FLUSH 3-1/2"xl 1-1/8"P5L FLUSH I )9 1/4" VL R.R. r m I '-3 Wall 5-3" I 12'-1 1/4" I I I 1 11 I I/ H555X5X1/2 I b" N Elul 5 U F FOLK, NY 11 q56 1/2" 9 1/4" ' LINE OF WALL5 ABOVE (a'-a"DROPPED I I 1'-10" M0,39 Q _ 631 734-8416 J 11-1/8"TJI/560 @16"O.G.FLR.JOI 11- / "TJI/560 FJ I h v w CEILING HT.) - � 5J3MV2lQ dab H55 5XSX 2 I BALL I I ?J3Za3a� 11.1/8"T.111560 @16"O.G. F R.J015T5 3-112 1 y � � tu (9'9 3/4"�GEILING) L� - - t _ _ r� BASEMENT J I _ _ - - - _ _ _ _ _ _ X OFFICE 'l� — — -- - — 42x84 - _ _ _ _ _ a 3-112X I I Q ENTRY Q v 3 112 X 1-1/8"P5L FLUS cn 11-va'P L oI _ -� _ - - _ - =-a J v L °J _ _ _ _ _ _ _ _ _ _ _ _ _ I� (8'-8 DROPPED I I U I I _ - 0 3-1/s'"X4-1I21PSL —�I:HawcAelners ove 6� =�, r i v r I I I Im CEILING HT.) I I I I�S I ( m 3'-11 IS �,1 r I I�- +�0 I ° TE N G I N E E R m I ( I I N I I LINE OF WALL5 ABOVE I I I I �0 4'-1 1/4" N (8'-8"GEIL.)I I N �' v (2)9-1/4 LVL HEADER FLUS _ _ _ _ _ _ _ _ _ _ _ _ � � 30x84 I I �� = I STON STEPS _ _ _ _ _ CONDON ENGINEERING P.G. - L-_ _ - - _ - - - _- - � - — - - -- - - _ - - �F9-1/2"LVL TV ,I/2"x9 5TL. FLT�- - - � 5-1/4"X11 1/8"P5L I - c 1 155 51 G 5 B E E ROAD in m �r �' VAULTED EIL.BEADED I r 11 QY ^ I I I I I I 10-5'-8 1/2" m .mo "I , a 2X10 @16 O.G.R.R. �/ v Iry / -- - - _ - - - _ k _ _ 2�2X,4 "�V� TTITUGK, NY 11 q52 1'-1 118" 3 1/2" / 60 00 P05T ON HANINI TSAS 631 2q8-1 q86 (aj ry 'nl w 5'-1 1/4" GAeINET9A80VE d - - - -�- - - - d L_J v (BARREL-VA EDGEILING) O 12'-3" 4'_b" d?'5'-21/4" iv t (2)9-1/2"LVL HDR. (2)9-1/2' L L HDR. (2)9 1/2' LVL HDR. 2axa4 51/2"v �? G ` _ Q (2)2X10 _ ., `;_ O RANTS - - � ° .ISSUE/REVISIONS GUDH-N42014 GUDH-NG2014 GUDH-NG3625 E 5'-4" > - m .1 (8 \ IL.) :2 (8'-8"DROPPED r N r G I BASEMENT C I A it w J 2X10R.R. o CEILINGHT.) Dq. 14 20 _ I WINDOW WELL I OFFICE z I �� - - - - _ - - - _ - _ - m •- �o N V-11 3/4"—„ . BELOW I STORAGR i �T-10t I f `4 T i 1/2' _ _ _ _ _ _ _ _ _ _ in (8'-8" (2 q-1/2"LVL HD — ( q-1l LVL HDR. ( q-1/2"LVL H R. (2 q-112"LVL H R. 1(2).q 1/2"LVL HDR. Oki (2)9-112"LVL HDR. N _ - _ (2)9-1/2"F U5H HDR.� _ _ _ - _ _ _ _ _ � PROJECT cV BUDH-NG1614 GUDH-NG1614— GUDH- 61614 GUDH- 61614 ( AUDH•NG362b E i Q •r 2'0 3/4" I IENT PORCH I I 12'-0 3/4' I BASE ENT I OAKL EY R E 51 D E N G E I WINDO WELL I BLUES E FLOOR I BE OW �D 2X1 R.R. (VAULTED G IL.BEADED) = 12xi 3400 LITTLE NECK ROAD ` �@16'1 O.Gj 1 2X10 R.R. ( 2X10 R.R. 0a 16'1 O.GJ @16"O.G. V-3 1/4" GUT CHOG U E, NY 11 q35 @16"O.G. 4 yr i d (2)9-1/2' LYL HEADER 1'-1" 1'-1" 11'-9" 11_1il 11.111 s_ FI ISHED STRUCTURAL GOLU NSCALE 51 E 15 1/4"X 151/4"rYP. 1/4�� -- 1 � I I STONE STEPS 11 1/4" J11 1/4" I 11 1/4" 11 1/4"_ n '^'4'-1" 7'-3" 1'-1" 3'-3" ., 11;-9" „ 3-1 11/4" 5'•1" 5'-10 1/2" 8'-2 1/4" �,l RAY `+L I N G 10' 10' 22'-9" 14' F I R5T FLOOR PLAN oo FI RST F g ST UCTURAL A2 I I v SCALE: 1/4" = V-011 \ SQUARE FOOTAGE $ FIRST FLOOR 2660 5F SECOND FLOOR 1446 5F r TOTAL INTERIOR 4106 5F ----- COVERED PORCHES 550 5F ' PATIO 523 5F 12 4 3/4 bah s?So CHIMNEY ' ROOF BELOW 5YNTHETIG SLATE 5HINGLE TYP. I 12 SKYLIGHT SKYLIGHT I SKYLIGHT SKYL S IGHT 2 15116 12 12 F SKYLIGHT KYLIGHT SKYLIGHT a a � 14'-5" 14'-3" ;k 16-5 3/4" 11'-10 1/4" 2'-3 1/2" 16 10 1l2" 3'3" 3' i?/16" 5'-3 1/5" 3'-8 11/16" 3' 1 3/4" 16'6 1/2" 2'3 1/2" I 7cs 716„ 1p510 b' z-lane•• �.ivis• g0 b GUDH-N 4426 E C 10'-1 1/2" G ON G16 R N UDAY GUDH-462624 GUDH- G2624 IFBENC SEAT P 2'3 1l2" 12 3 1/2"X9 1 PSL HDR. - — — — GU N3040 iv KUA N3040 ROOF g r— /2"LVL HD I III)9 1/ 'LVL HDR. ( - - - - - K ry cv CABINET11 — — r r Q IIIIII CONCEAL5 W ROOFPLANE 2 9-1/2" V HD -n — �J— — — — — — 12 5 51b u, w (2)9-1/2"LVL HDR. z ry m m '8�' .D III 0RE55ER DRAWER5 A ry r- I GREAT ROOM 11 D INTOATTIC, u J z 2'-3 1/2" RECESSE \ 1'-9" (VAULTED CEILING) X _ _ L9 26x84 KNEE WALL SPACEWEST CR o -, LINEN ° iv I v QUEEN dJ — — — — --IC, - ul b o lei' \ 2X10 @16"O.G. R.R. 2X10 @16"O.G. R.R. �_, r , QUEEN L--j----- ---------27-�— — — — — ��' � m SKYLIGHT (3 o _ z cv @J \ I 1J7 � ABQ� I A s o \ 30x3o ��jj N6 PLAN DESIGN BUILD / 3'-5 1/4" 2'-6" c '5 114" X ;fl u cXv \ 1 b'-4 3/4" cN 66 - _ P05T UPI N 5T UP = w s CV _ 3-1/2'X9-1/4'P5L FLUSH � � m \ / 3�_.��o 5' 6" - r - - - - - - - - - - - - - d� - - - - - - - - - - - — _ - - - - - - _ - - - - - - - - - - - - - - - �- - o _> �1/2X9.1/4"PSLFLUSH-,_, �' � `� -DESIGN DRA1�lINGS 05T UP/DN V // N 12 POST UP/ m 11)9 1/2"LVL POST UPf6\ _ `fl JY�I E 5 T CREEK 4 3/4 - ate F m u _ J QUEEN � r RK7175Ht' vvUNDR PO BO/� O HAL / 1 6 J m 256 2 p ATTIC _ '*8'5EGOND F OR CEILINGS NEhl 5UFFOLK NY 11 q56 QUEEN ACCESS ° UNLE55 NOTEID OTHERWI5E �� I a `D �� Mjm o c ------- AC�FSa i DRYER /ry , 11'-63/4" � :� �631 734-b416°w r30x84N m ry - — - 36x&4 —ry m N z v I (2)9-112"LVC HDR. ry l'-10 1/4' v4'-10 114" 11'-10" m z 9"� I 10'-8" r ---- 10'-1 o m 5-TAig HALL (2)9-1/2"LVL HDR. z ry 3ENGINEER (RAISED CEILING) ( I (BARREL VAULTED G l�N ) 2 (2)9-1/2" V HD / I X " ' I �I CONDON ENGINEERING, P.G. U N v \ BATH l 1/4" 11/4" T1755 51G5BEE ROAD cuAwN3oao t 0 l'-4" 1,4„ I I I I I p \ K I 3'9 1/4" I l GUAWN3040 ROOF 12 m I I I I I L_ - - - - - - - - K 2-3 1/2" 8r12 — `' q-1/2"LVL D 10 5!8" I o L MATTITUGK, NY 11 q52 DRE55ER DRAWERS REGE55E0 INTO ATTIC ROOF UDH-NG2822 SUAI^1N3232 TUDH- G4024 5U N3232 I I KNEE VgALL 5PACE �31 2q8-1 q86 5'0 9/16"I 5'-0 9/ b" ' 812 � I I I I I I 12 12 2 11 "IIS" VL DR. 8 2 13/16 � I _ I GUDH- 64024 J55UE/REVISION5 T I 5'-6 11161, 5'b 1116" 0q. 14.20 4 l/1612 5 5/5( 12 SYNTHETI 5LATE 5HINGLE YP. 2'3 1/2" 15'9 1/2,, b'-9 1lb" 3'-91/8"�—3'-9'1/8" -1 13/1 Ib" ''ROJEGT ! I 1 T-4 5/16" ' OAKLEY RESIDENCE I ! 13'-113l4" 11 14'-81/4" 5'-55/8" 11'-01/8" 11'-101/4" 5400 LITTLE NECK ROAD I I GUTCHOGUE, NY 11 q35 4 3!4� 812 � 8l 12 4 3l4 12 I SCALE I 1 /4 = 1 ' I I i .D RAIN I N G SECOND FLOOR PLAN .. . S FCO N D FLOOR PLAN, a r_ SCALE : 1/4" = 1'_O s B I I 60' I 15'-2 1/4" 31'-5 1/2" 13'-4 1/4" s I i I 12 4 3/4 1 I i 12 SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT 215/161 SKYLIGHT SKYLIGHT SKYLIGH12 12 S � 8 � 12'-0 1/2" 2'-1 l 1/4" 2-11 1/4" 13'-6 1/2" GU N1618 GU N4032 GUA N1618 U V U I — 12 2X10 R.R. 2X10 R.R. 16"O.G. 16"O.G. 12 2X10 R.R. / 16"O.G. 2X10 R.R. / rw. - tK �7+/ SKYLIGHT SHAFT I p - VAULTED WES CKEEK x GREAT ROOM cJn X `2 " METAL FLUE PIPE 5PEC5 A5 PER FIREPLACE _ S� CEILING BELOW ( " MANUFACTURER i I POST DOWN TO z PLAN DESIGN BUILD X+ RIDGE BELOW v� N ry I I P05T ON \ I / POST DIN w �+ z 5 1/4"x14"P5L RIDGE —�_ / 5 1/4"x14"PSL RIDGE �v " Z J> ATTIC, I L_'J ( / • HVAG ATTIC Q> ry " ,DESIGN DRA61NGS CHIMNEY ABOVE I UNITDIM NEST GRBBK — I POST ON I ��+, F — HVAr, ACr-E,S J / \ uA ATTIC PO BOX 256 UNIT I �� L — 41 2X10 R.R. L O N Elul 5 U E EOLK, NY 11 q5b � p � � _ J � 0 X " 631 734-b416 'T 2X10 R.R. BARREL Al)I.TED YAUI�TEO STAIRW ILL/HA �N G I NE E R / UPSTAIRS HALL CEILING BELOW CEILIN BELOW �GONOON ENGINEERING, P.G. 12 X I er— '1155 51G5BEE ROAD " ry 2X10 R.R. MATTITUGK, NY 11g52 2X10 R.R. 16"O.G. 12 16" a 12 (531 2qb-1 qbb 12 2 13/16 12 ISSUE/REVISIONS 4?/1 b� 5 5/8 O q. 14.20 PROJECT OAKLEY RE5IDENCE 3400 LITTLE NECK ROAD 43/412 8� 8� 43/412 GUTGHOGUE, NY 11 q35 I 1 /411 = 11 15-5 3/4" 31'-2" 13'-4 1/4" I 60' D RAM I N G I ATTIC PLAN pp ATTIC PLA SCALE . 1/4 = 1 -0 A4 li)� "-=�- 4 I 12 4 3l4 4 3l4 12 I E SKYLIGHT SKYLIGHT I SKYLIGHT SKYLIGHT 2 15/16 12 12 12 SKYLIGHT 5KYLIGHT SKYLIGHT ROOF PROVIDE SYNTHETIC SLATE ROOF SHINGLES ON 8 8 _ MANUFACTURER SPECIFIED UNDERLAYMENT ON 3/4"PLYWOOD DECKING ON 2X10@16'ROOF RAFTERS. PROVIDE CONTINUOUS RIDGE VENTING GUTTERS 6"BERGER HALF ROUND 5 5/8 12 FREEDOM GREY COATED COPPER #20 REGAL BAR HANGER W/ROD& NUT #2 PLAIN ROUND DOWNSPOUTS owYu�l�.aWa wa4u��V.^• 12 12 12 gl 12-- 8l 8F ` 8 WEST REED SKYLIGHT -- CHIMNEY PLAN I DESIGN I BUILD A DESIGN DRANINGS NEST CREEK PO BOX 256 N EN S U F FOLK, NY 11 q56 8F 12 e12 8l 12- 8F 12 631 734-8416 ENGINEER GONDON ENGINEERING, P.G. 12 8F 12 1155 51G5BEE ROAD MATTITUGK, NY 11 q52 E ,2 631 2q8-1 q86 12 8 12 8� 2 13/16 E I5SUE!REY15IONS 12 5 5/8 F Oq. 14.20 12 �- 4'7/16l PROJECT OAKLEY RESIDENCE 3400 LITTLE NECK ROAD 4 3/4 12 8 12 01 12 4 3l4 12 GUTCHOGUE, NY 11 q35 SCALE 1 /4" = 1 ' I I DRAnlING ROOF PLAN ROOF PLAN, SCALE : 1/4 ' = 1'-0" A5 GABLE TRIM DETAIL TYP. STONE VENEER CHIMNEY BLUESTONE CHIMNEY GAP LEAD COATED COPPER HEAD FLASHING PROVIDE THRU FLASHING 5" GROWN MOULD AND COUNTER FLASHING AT 2 118" FASCIA ROOF SHINGLES 2 1/2"X b" CORNICE BOARD SOLID GROWN CUSTOM BRACKETS 1 1/4"W X b" H X V-4 112" L ROOF PROVIDE SYNTHETIC SLATE ROOF SHINGLES ON _ MANUFACTURER SPECIFIED UNDERLAYMENT ON 3/4" PLYWOOD DEGKING ON RAFTERS. PROVIDE CONTINUOUS RIDGE VENTING UPPER EAVE TRIM U w�tl � TERIOR TRIM ES KEEK 5" GROWN MOULD Al I , I . I . 1 . 1 , 1 . 1 . 1 . 1 . 1 . 1 . 1 . 1 1 12� EX' 2 1/5" FASCIA 2 1/2"X b" CORNICE BOARD PROVIDE CELLULAR PVC TRIM AS NOTED PROVIDE CELLULAR PVC CASED BEAMS & SOLID GROWN COLUMNS AT PORCHES P LA N D ES[ N B U I LD RAKE TRIM LEAD COATED COPPER RAKE FLASHING iv 5 GROWN MOULD " PROVIDE PRE-PRIMED SHINGLE 17ESIGN DRAWINGS m 4111111 5/4 X 9 1/4" RAKE BOARD __ — SIDING IN FIBER CEMENT ON WRB SPECIFIED BY MANUFACTURER. NEST CREEK GUTTERS 5/8 SHEATHING ON 2X6@16" O.G. FRAMING W/ BATT INSULATION PO BOX 256 6" BERGER HALF ROUND SHINGLE FLARE DETAIL AT 15T FLOOR N EN5 U F FOLK, NY 11 q56 FREEDOM GREY COATED COPPER #20 REGAL#2 PLAN ROUND DOWN POUTS LOWER EAVE TRIM 631734-8416 r -----5" GROWN MOULD 1 1/2"X l 1/4" HEAD CASING BOARD 5/4 X 12" FRIEZE BOARD N1 1" 51DE EXTENSIONS AND 50LID GROWN 5/4 X 5 1/2" JAMB CASING BOARD TYPICAL ATWINDOWS �� _` _-151/4" X151/4"WRAPPED GONDON ENGINEERING, P.G. 2' -0" WIDE OR LESS COLUMN - CELLULAR PVC TYP. 1155 55 5IG5BEE ROAD BLUESTONE PATIO MATTITUGK, NY 11 q52 ON GRADE 631 2q8-1 q86 I I I I I I i 1 1 1 15 1/4"X 15 1/4"WRAPPED 1 I I I 1 1 5/4 X 2 1/2" JAMB GASIING I -- I COLUMN - CELLULAR PVC,TYP. 1 1 1 1 1/2"X 1 1/4" HEAD CA51NG BOARD 1 I 1 'G BOARD W/ 1 1/2"X 5 1/2" H AD 1 I I kV 1" SIDE EXTENSIONS AND 50LID GROWN 1 I I FARMHOUSE SILL & BED MOULD 155UEIREVISIONS L - - - — J W/GUSTOMBRACKET 1 1 I L_ - - - - - - - - - � 1 CASING BOARD W/4 1/2" SIDE 12"W X 24" H I I I 514 X1 1/4" JAMB CASING 1 YPI AL AT kNI NDON5 0q. 14.20 EXTEN51ON DE f All 1 1 I BOARDTYPIGAL AT WINDOWS 1 FARMHOUSE SILL & BED MOULD 1 I 1 WIDER THAN 2' -0" . I I POWRED CONCRETE FOUNDATION 1 ER EGT 3400 LITTLE NECK ROAD GUTGHOGUE, NY 11 q35 1 /4" = 1 ' DRANING ELEVATION EAST ELEVATIQ SCALE : 1/4" = V-0" A6 GABLE TRIM DETAIL TYP. LEAD COATED COPPER HEAD FLASHING 5" GROWN MOULD 2 1/8" FASCIA BLUESTONE CHIMNEY GAP— STONE VENEER CHIMNEY 2 1/2"X b" CORNICE BOARD SOLID GROWN PROVIDE THRU FLASHING AND COUNTER FLASHING AT CUSTOM BRAGKET5 1 1/4" W X b" H X V-4 112' L ROOF SHINGLES ROOF PROVIDE SYNTHETIC SLATE ROOF SHINGLES ON MANUFACTURER SPECIFIED UNDERLAYMENT ON 3/4" PLYWOOD DECKING ON UPPER EAVE TRIM 5" GROWN MOULD 2X10@16' ROOF RAFTERS. PROVIDE ® CONTINUOUS RIDGE VENTING 2 11b" FASCIA 2 1/2"X 6" CORNICE BOARDWE SOLID GROWN S EXTERIOR TRIM RAKE TRIM E _____ PROVIDE CELLULAR PVC TRIM AS NOTED LEAD COATED COPPER RAKE FLASHING PROVIDE CELLULAR PVC, CASED BEAMS & PLAN DESIGN BUILD 5" GROWN MOULD COLUMNS AT PORCHES IIIIIIII Hill IT Illim 5/4 X 9 1/4" RAKE BOARD SIDING DESIGN DRANINGS FARMHOUSES & BED MOULD PROVIDE PRE-PRIMED SHINGLE Y�lEST CREEK TYPICAL AT WINDOWSi LL--±— SIDING IN FIBER GEMENT ON WRB SPECIFIED BY MANUFACTURER. 1 0 QOv 25/ 5/8 SHEATHING ON 2X6@16"O.G. FRAMING I E3 X V m — — I OWER EAVE TRIM 5" GROWN MOULD W/ BATT INSULATION 5/4 X 12" FRIEZE BOARD SHINGLE FLARE DETAIL AT 15T FLOOR N E1�15 U E I=OLK, NY 11 q56 631 134-8416 6=E RCI FREEDOM GREY COATED COPPER E N G I N E E R i, #20 REGAL BAR HANGER WI ROD & NUT GONDOLA ENGINEERING #2 PLAIN ROUND DOWNSPOUTS P.C. ® ® 1155 51G5BEE ROAD 1 1/2"X 7 1/4" HEAD CASING BOARD MATTITUGK NY 11 q52 W/ 1" SIDE EXTENSIONS AND SOLID GROWN BLUE STONE PATIO --5/4 X 5 1/2" JAMB CASING _ 631 2q8-1 q86 ON GRADE BOARD TYPICAL AT WINDOWS 2' - 0"WIDE OR LESS m FARMHOUSE SILL & BED MOULD I I I TYPICAL AT WINDOWS I 5/4 X 7 1/4" JAMB CASING 155U E/REVISIONS BOARD AT WINDOWS WIDER POURED CONCRETE FOUNDATION THAN 2'-0" Oq. 14.2D - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - I L - - - - - - - - - - - - - - - - - - - - - -�- I- � - - - - - - - - - - -1 1 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1- - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T -� 15 1/4"X 15 1/4" WRAPPED I I PROJECT GOLUMN - CELLULAR PVC TYP. STONEVENEER CHIMNEY W/ CUSTOM BRACKETS PROVIDE THRU FLASHING E — — — — — — — — — — — — — — -� OAKLEY RESIDENCE 12"WX24" H AND GOUNTER FLASHING AT L- - - - - - - - - - - - - - I ROOF SHINGLES 3400 LITTLE NECK ROAD CUTCHOGUE, NY 11 q35 GALE 1 /411 1DRANING ELEVATION WEST EI - FVATION, SCALE : 1/4" = 1'-0" Al _ +''- STONE VENEER CHIMNEY GABLE TRIM DETAIL TYP BLUESTONE CHIMNEY GAP PROVIDE THRU FLASHING LEAD COATED COPPER HEAD FLASHING5" GROWN MOULD AND COUNTER FLASHING AT 2 1/8" FASCIA ROOF SHINGLES 2 1/2"X 6" CORNICE BOARD 50LID GROWN CUSTOM BRACKETS 1 1/4"W X 6" H X 1'-4 1/2" L I� ROOF PROVIDE SYNTHETIC SLATE ROOF= SHINGLES ON RAKE TRIM MANUFACTURER SPECIFIED UNDERLAYMENT LEAD COATED COPPER RAKE FLASHING ON 3/4" PLYWOOD DECKING ON 5" GROWN MOULD 2X10@16' ROOF RAFTERS. PROVIDE 5/4 X 9 114" RAKE BOARD CONTINUOUS RIDGE VENTING UPPER EAVE TRIM i BLUESTONE CHIMNEY GAP 5" GROWN MOULD EXTERIOR TRIM WEST CREEK 2 1/8 FASCIA e PROVIDE CELLULAR PVG TRIM AS NOTED - 2 1/2"X 6" CORNICE BOARD PROVIDE CELLULAR PVC CASED BEAMS & STONE VENEER CHIMNEY50LID GROWNFT I I I COLUMNS AT PORCHES PLAN DESIGN BUILD PROVIDE THRU FLASHING GUTTERS AND COUNTER FLASHING AT 6" BERGER HALF ROUND ROOF SHINGLESji --- FREEDOM GREY COATED COPPER l7 ES I G N D R1�1 i N G 5 iv #20 REGAL BAR HANGER W/ ROD & NUT NEST CREEK LOWER EAVE TRIM #2 PLAIN ROUND DOWNSPOUTS 5" GROWN MOULD PO BOX 256 5/4 X 12" FRIEZE BOARD 15 1/4"X 15 1/4" WRAPPED NEN SUFFOLK, NY 11 q56 COLUMN - CELLULAR PVC,TYP. W/CUSTOM BRACKET 631 134-8416 1 1/2" X 1 1/4" HEAD CASING BOARD W/ 1" 51DE EXTENSIONS AND 50LID GROWNFfl IT 5/4 X 5 1/2 JAMB CASING SIDING BOARD TYPICAL AT WINDOWS mENGINEER PROVIDE PRE-PRIMED SHINGLE 2' -0"WIDE ORLE55 ® ® ® SIDING IN FIBER BYMENUFA CONDON ENGINEERING P.G. WRB SPECIFIED BY MANUFACTURER. 5/4 X 7 1/4" JAMB CASING 5/8 SHEATHING ON 2X6@16"O.G. FRAMING 1155 516513EE ROAD BOARD AT WINDOWS WIDER W/ BATT INSULATION THAN 2' - 0" SHINGLE FLARE DETAIL AT 15T FLOOR. 1 ITT MTTITUGK, NY 11 q52 SHINGLE FLARE 631 2q8-19b6 I I FARMHOUSE SILL& BED MOULD I I I I 155U I I POURED CONCRETE FOUNDATION I I I I ON5 I I TYPICAL AT WINDOWS I I I I - -, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 0q- 14.20 I I I - - - - -- - -- - L - - - - - - - - - - - - - - - - - - - - - - L - - - - - OAKLEYRESIDENCE 3400 LITTLE NECK ROAD CUTCHOG U E, NY 11 q35 SALE 1 /4 = 1 ' DRAINING ELEVATION _. ., • S; SOUTH ELEVATION 1 e II 1 11 SALE . 1/4 = 1 0 STONE VENEER CHIMNEY BLUESTONE GHIMNEY GAP PROVIDE THRU FLASHING AND COUNTER FLASHING AT ROOF ROOF SHINGLES PROVIDE SYNTHETIC SLATE ROOF 5HINGLE:5 ON MANUFACTURER SPEGIFIED UNDERLAYMENT ON 3/4" PLYWOOD DECKING ON 2X10@16' ROOF RAFTERS. PROVIDE CONTINUOUS RIDGE VENTING GABLE TRIM DETAIL TYP. LEAD COATED COPPER HEAD FLASHING EXTERIOR TRiM 5" GROWN MOULD PROVIDE CELLULAR PVG TRIM AS NOTED 2 11b" FA5GIA PROVIDE CELLULAR PVC CASED BEAMS & 2 1/2"X 6" CORNICE BOARD ® RAKE TRIM COLUMNS AT PORCHES SOLID GROWN GUSTO BRACKETS 1 1/4"W X 6" H X V-4 1/2" L LEAD COATED COPPER EBLUESTONE GHIMNE:Y GAP � 5" GROWN MOULD �— 5/4 X q 1/4" RAKE BOARD FARMHOUSE SILL & BED MOULD TYPICAL AT WINDOWS 5l"ONE VENEER CHIMNEY PLAN DESIGN BUILD PROVIDE THRU FLASHING LWST U L' AND GOUNTE:R FLASHING AT LL ROOF SHINGLES DESIGN DR, Y�lINGS oELI �u-rrERs Y�lEST CREEK m 6" BERGER HALF ROUND LONER SAVE TRIM FREEDOM (5REY COATED COPPER PO BOX 256 5" GROWN MOULD #20 REGAL BAR HANGER W/ ROD & 5/4 X 12" FRIEZE BOARD P..A!N ROUND DOWNSPOUTS NEN SUEEOLK, NY 11 q56 1 1/2" X-1 1/4" HEAD CASING BOARD 15 1/4"X 15 1/4" WRAPPED 631 134-8416 W/ 1" SIDE EXTEN51ON5 AND SOLID GROWN COLUMN - CELLULAR PVG TYP. 5/4 X 5 1/2" JAMB CASING BOARD TYPICAL AT WINDOW5IE ® ® ® W/CUSTOM BRACKET 12" W X 24" H LLI 2' - 0"WIDE OR LE55 -ENGINEER MITI 5/4X71/4" JAMBGASING TFITT SIDIN z GONDOLA ENGINEERING, P.G. BOARD AT WINDOWS WIDER PROVIDE PRE-PRIMED SHINGLE THAN 2' - 0" SIDING IN FIBER CEMENT ON 1755 SIGS$EE ROAD WRB SPECIFIED BY MANUFACTURED MATTITUGK, NY 11 q52 515 SHEATHING ON 2X6@16" O.G. FR,WI BATT INSULATION 631 2q8-1 q86 SHINGLE FLARE DETAIL AT 15T FLOC SHINGLE FLARE------' I I I I I I BLUESTONE PATIO I I I 155UE/REVI5IONS POURED CONCRETE FOUNDATION ON GRADE I I I r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i - - �-, Oq. 14.20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- - J PROJEGT 1 - - - - - - - - -r__j- - - - - - - - - - - - - - - -17 - - - - - - - - I _ - - - - - - - - - -I- - - - - - - - - - - - - - - - - I - - - - - - - - - - - -- OAKLEY RESIDENGE 3400 LITTLE NEGK ROAD GUTGHOGUE, NY 11 q35 SGA LE 1 /4 = 1 ' DRANING ELEVATION ORTH ELEVATION. SCALE : 1/4" _ 1'_0if ;ll"' D 2X10 ROOF (2) 11-7/5"LVL RIDGE BEAR UPPER RAFTER5 ON 2X12 PLATES LAID RAFTERS @16"O.G. - FLAT ON LOWER RAFTERS (3)11-"(/8""LVL RIDGE 5 1/2 --3, (2) 11-718"LVL 2X10 ROOF LINE OF FRAMING BEYOND n TOP OF 2ND RAFTERS @16"O.G. FLOOR 5UBFLOOR 5-1/4'Xq-1/2"P51- I I ------ - ------ ------------------------------- ------ - ------ ------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I 1 1 I I — — — — — — (3)q-1/2"LVL I I I I I 1 I I I 1 , I I 1 1 I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I 1 I I I I I 1 I I I I I I I I I I I I I zo STRUCTURAL COLUMN(TYP.) I I I I I I 1 1 I I I I 1 1 I I I I I I I I I I I I I I I I I I 1 1 I I TOP OF 15T "1 1 I I I I i t I I I I FLOOR 5UBFLOOR I I I I 1 1 FRAMING DETAIL - MASTER BEDROOM FRAMING DETAIL - FRONT ENTRY PORCH (VIEW EAST) (VIEW WEST) SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-10' TOP OF E - W RIDGE BEAM_ — _ f - m 1 CREEK TOP OF N — 5 RIDGE BEAM WEST im:zil PLAN ( DESIGN BUILD l TOP OF PLATE TOP OF PLATE 1 a o DESIGN DRANINGS 1 m 3/ THK. YWD. BFLR — — — TOP OF ATTIC FLOOR 5UBFLOOR — — — _ _ BET EEN Bit AUN — — m — — — — — — TOP OF PLATE GREAT ROOM TOP OF ATTIC FLOOR 5UBFLOOR 1^IEST CREEK - - — PO BOX 256 BTM. HEADER NEN 5UFFOLK, NY 11 g5b LINE OF FRAMING BEYOND — I — 631 734-8416 `~ HALL BATH BE�ROb� #3 �- �NGINEER O O TOP OF 2ND FLOOR 5UBFLOOR ' _ _ _ _ _ - — _ _ _ _ CONDON ENGINEERING, P.G. a TOP OF 2ND FLOOR SUBFLOOR i _ TOP OF PLATE TOP OF PLATE 1755 51 G 5 B E E ROAD BTM. HEADER MATTITUCK, NY 11g52 � � 631 2g8-198b m m cV _ Ln 1 BATH HALL IT 155UE/REVISIONS r Og. 14.20 tn m 1 TOP OF 15T FLOOR 5UBFLOOR TOP OF 15T FLOOR 5UBFLOOR TOP OF FOUNDATION .I, II' ' ' 'i0"— - - THK. POURED GONG. PROJECT (3) 11-1/5" LVL IN/(2) 7X11 7/8" PSL CRAWL SPACE TA I FLOORFRAME (SEE PLANS (2) FLR. JOISTS AT (2)2X6 TR. ND. SILL _ FOUNDATION WALL W/05 REBAR OAKLEY RESIDENCE l/8"X11" 5TL. PLT. BASEMENT FOR 51ZE &5FAGING)W/R-30 WALL (TYP.) W/TERMITE SHIELD @36" O.G. EACH WAY W/36" SPLICE � 3-1/2"X11-7/S" F 5L 7X11-7/8" P5L INSULATION WI LIQUID APPLIED DAMPROOFING 3400 LITTLE NECK ROAD m TOP OF FOOTING • • . e e .. . .. a .• _0 . • e m ' . .. • a (2)#5 CONTINUOUS REBAR GUTCHOG U E, NY 11 g35 L _ _ _ _ _ _ 4" THK. POURED CONCRETE 12"X20" POURED GONG. FOOTING I I TOP OF WALL SEE PLANS FOR SLAB W/6X6,#10/#10 MM SET ON UNDISTURBED 501L K(2)#5— I PROVIDE CONTROL JOINTS CONTINUOUS REBAR I I TOP OF FOOTING I I FOOTING DETAILS I I 50'X 12"ANCHOR BOLTS @ 25" O.G. r AT 8END ZONES AND 2q O.G. AT - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — J- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — INTERIOR ZONES W/3X3X3/16" 1 /4" = 1 � 14'-10 1/4" METAL WASHER 12" FROM EACH CORNER D R,�hll N G SECTION [ELDING SECTION SCALE : 1/4" = V-0" Al - ' I TOP OF E —W RIDGE BEAM m : `~ TOP OF N - 5 RIDGE BEAM ` TOP OF PLATE TOP OF PLATE \ � \ ` - - - - - �`— - - - - - BTM. HEADER LINE OF FRAMING BEYOND —I L _ r - -% - - - - - - - - - - - - - - - -- - - - - - - - - - - - .� Ln - - - - - - - - - - - - - - r - BTM. HEADER ►n _ o I I I I I II II II II I I UPSTAIRS WESTHALL � o II o II II II ' II II II 11 II II . TOP OF2ND FLOOR SUBFLOOR II II II PLAN DESIGN BUILD TOP OF 2ND FLOOR 5UBFLOOR BTM. HDR. ENTRY DOOR \ BTM. HEADER 1D E S I G N D RANI I N G S BTM. HDR. PORCH NEST CREEK PO BOX 256 ENTRY HALL EORCH � NEIN SUEFOLK, NY 11 q56 in HALL �r 631 734-b416 TOP OF 15T FLOOR SUBFLOOR - — — I "" TOP OF 1ST FLOOR SUBFLOOR TOP OF FOUNDATION — _ _ s� �NC71NEER — - '•'I•IIIIIIIIIIIIIIIIIIIIIIIIIIITItllllllll�III .. - . . . l_li,l-III-III-III=III-III=III- TJIFLOO FRA E(SEEPLANS r 5-1/2" X11-7/8"P'SL GONDON ENGINEERING P.G. =1 l-ITI=1TI i 1 u-iT1=iTl=iii _ ° : (2)2X6 TR. NO. SILL FOR 51Z &5 LING)W/R-30 FLUSH BEAM �g�L 4"w STEP I- Ti�}7153P11 1 1755 51O5BBB ROAD 1 2'O. TL. TERMITE SHIELD @ TOP OF WALL III 'TGDi' IOkL11111�-III IN •BASEMENT II-I =III-II-! I--III--IIiiI1 III- _ UMN( P.) ' I I-II I-III=1!I-III-III-I.IIII1 I I-I I m - TOP of FOOTING : . I MATTITUGK NY 11 q52 - i- • ' I1�I=1�1 I I-I�I1 I I11 I=1 I I==11 I==111=�, i I I-=1!I-� • � •. - � , 00 . 11I=1 - =1JI-I =1 1=1 =1 1=1Ti=1 1-1jII-1 L-1I =1 I-III=1 l=III 1 =1 i=! =1 _ !=i- _ J _ - : , : 631 2qb-1 qb6 ! I r=1 i 1=1 i 1=��i t—TI=1Ti--I �i.-1 n-1�Ii=i . • ' . � I IlillililTi11ITiI�IITI�llll�ll�� _�— °• •. • .. ' 10" THK. POURED GONG. BASEMENT 1i1=11l=Ti--III-III=Ti=1TI 4"THK. POURED GONGRE 1=1if=IilTi FOUNDATION WALL W/#5 REBAR _t__TOP OF FOOTING I IIIT1 i11I11!,m__ : � � „ SLAB W/6X6 #10/#10 WWM @36 O.G. EACH WAY W/36 SPLICE — PROVIDE CONTROL JOINTS 15SUE/REI/ISIDNS ' W/ LIQUID APPLIED OAMPROOFING 12"X20" POURED GONG. FOOTING SET ON UNDISTURBED 501L W/(2)#5 4"THK. POURED CONCRETE 2 2 2 2' 2 2 4 (2)#5 CONTINUOUS REBAR Oq• 14.20 CONTINUOUS REBAR SLAB W/6X6, #10/#10 WWM TOP OF WALL PROVIDE CONTROL JOINTS 5/5"X 12"ANCHOR BOLTS @ 25" O.G. PROJECT AT 5' END ZONES AND 29" O.G. AT INTERIOR ZONES W/3X3X3/16" OAKLEY RE5IDENGE ASHER 12" FROM 3400 LITTLE NECK ROAD 12 FROM EACH CORNER GUTGHOGUE, NY 11 q35 SCALE 1 /411 12RAVNING 5EGTION ILDING SECTION �I ¢, r SCALE .� 1/4 �� t0 1 1 — 1Al it _. - - -----— ---- - 5Q UARE FOOTAGE GARAGE 615 5F 1NORK5HOP 280 5F EXTERIOR WALL W/SHINGLE SIDING ON 30# BLDG. PAPER ON 2 N D FL R. 5TO RAGE 650 5F 5/8" PLYWD. SHEATHING ON 2X6@16" O.G. FRAMING (TYP.) TOTAL INTERIOR 1608 5F PROVIDE R-1 q BATT INSULATION PER SPECS. 26 1'4" 23'-4" 1 4 GU N4828 X C,LOSET 3 q-1/2"LVL HDR. I - ''-11 3/4" 18'-1 3/4" m INORKSHOP o � ROOF BELOW SYNTHETIC,SLATE 5HINGLE TYP. J0I5T5 CONCRETE FLOOR 2X6 R.R, (VAULTED CEILING) § J J J Q' ry J IX 5 m (! ry I(3)11-1/8"LVL RAFTERI> P ml x N ry — — STANDING SEAM _ — — 13' 13' METAL ROOF d, GU N4828 — X �_ - - N, —36X84 — — (2)q-1/2"LVL HDR. — — - - (3)1-1/4" VL HDR. — — v 0 0lz � — — _ _ WESTum W m° KEEL Za I IJ (2�q 1L2°1YL I Io m N F ~ � O[a w wH�m am �w( r o ^III o (5; J o T J o f PLAN DESIGN BUILD > I ° o cV I? I> -30X84 °�, >! °�, x O ry O I I N — — — — — — — — —� — — — CxV 6 — — — X ry — — — — — — — — 6 -� - k— *J LOOK 7E 51GN DRAN ING5 NEST CREEKW12Xlq (2) W2)5 "5TL. PLT. I JZD — = — — ' — — 1l m x � I ` NSIMPSON PO BOX 256 ?RAGE �—GONNEGTOR5 (IT52.31/q.5)TY - - " j - - - -CONCRETE FLOOR N P. NEN 5UFFOL K, NY 11g56 :o o a o ( iN w ww w WO 631 734-8416 7- o Z!FF Ix O � Iw- wiww � (3jO _ o cc� its z j 2N' W 1L H w w q w Q� !- w in I I w O w kD § � D LL pC O w 'n vm o v o w w - w 7 u- -1 o w 8J015T ENGINEER m v 25' 1" I N I cXv O ° J O J O ° N 2X6 R.R, ry �d X " v X GONDOLA ENGINEERING P.G. O I III - - - - - - - - Y — T( - - — - - - - - - - - lz 115551G5EEEROAD (2)q-1/2"LVL HDR. (3) 11-1/8"LVL HDR. (2 q-1/2"LVL HDR. — — — (3)1-1/4" VL HDR. MATTITUGK, NY 11 q52 — — — — - - - - - - - - - - - - -GUDH-NG1614 GUDH-N64426 GUDH-NG1614 GUDH-N64026 B R B Y 631 2q8-1 q86 13' 1 13' 5' 1 1/2" 1'-10 1/2" 1'-10 1/2" 26' 26' 155UE/REY1510N5 Og. 14.20 PROJECT FIRST FLOOR PLA SECOND FLOOR PLAIN. OAKLEY RESIDENGE SCALE : 1 4" = 1'-0" 11 _ �_ 11 3400 LITTLE NECK ROAD / SCALE : 1/4 - 1 0 GUTGHOGUE, NY 11 C135 SCALE 1 /4" = 1 ' BRAINING GARAGE FLOOR PLAN5 GARAGE t FF r SCALE : 1/411 1 11 = 1 -0 - 1'4" 23'-4" 1,4, - - - - - - - - - - - - - - - - - - - - - - - - - -FITT- r ROOF - - - - - - - - - - - - - 5YNTHETIG SLATE ROOF SHINGLES TYP. 12 I '..• I WORKSHOP 5r— I . . ( CONCRETE FLOOR 4" THK. POURED I I 12 13/4 CONCRETE SLAB I I i W/6X6, #10l#10 WWM I I STANDING SEAM. I METAL ROOF 8"X16" POURED GONG. FOOTING L- - - - - - - - - - - - - - - - - - - - - - -J `l SET ON UNDISTURBED 501L W/(2)#5 r r - - - - - - - - - - - - - - - - - - - - - - - - - - I m 12 12 CONTINUOUS REBAR I I I I ry 5 5 (-- ',I 8" THK. POURED GONG. FOUNDATION WALL W/#5 REBAR I WESTI I CKEEK @36" O.G. EACH WAY W/36" SPLICE W/ LIQUID APPLIED DAMPROOFING m 11 4 I I 12 12 I I I I b1 41 81 12 PLAN DESIGN ( BUILD (2)#5 CONTINUOUS REBAR i I GARAGE I TOP OF WALL I CONCRETE FLOOR I I ES I G N D RAN I N G S 5/8"X 12" ANGHOR BOLTS @ 25" O.G. ry I I I I m ry NEST CREEK AT 8' END ZONES AND 29" O.G. AT I ' GUTTERS PO BOX 256 INTERIOR ZONES W/3X3X3/l6" I I I b"HALF ROUND GUTTER METAL WASHER I '.' I I I FREEDOM GREY COATED GOPPER N Elul 5 U F FOLK, NY 11 q56 12" FROM EACH CORNER I I I I #20 REGAL BAR HANGER N1 ROD& NUT #2 ROUND DOWNSPOUTS 631 734-8416 4" THK. POURED CONCRETE SLAB I I 2 8 2 41 12 8 F 12 W/6X6, #10/#10 WWM I I I i ENGINEER ::• I I I CONDON ENGINEERING, P.G. 1755 5165BEE ROAD 12 12 5 r12 MATTITUCK, NY 11 q52 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 6312g8-1g8b 26' 15SUE/REVISIONS Oq. 14.20 F13OJ5 FOLJNDATION PLA OOF FLOOR -PLAIN. OAKLEY RESIDENCE SCALE : 1/4" = 1'-0" SCALE : 1/4" = 1'-0" 3400 LITTLE NECK ROAD CUTCHOG U E, NY 11 q35 1 /4" DRANING GARAGE FLOOR PLANS GARAf , SCALE : 1/4" = 1'-0" Al --- it } ROOF PROVIDE SYNTHETIC SLATE ROOF 5HINGLE5 ON MANUFACTURER SPECIFIED UNDERLAYMENT ON 3/4" PLYWOOD DECKING ON 2X10@16' ROOF RAFTERS. PROVIDE CONTINUOUS RIDGE VENTING EXTERIOR TRIM TABLE TRIM DETAIL TYP. PROVIDE CELLULAR PVG TRIM AS NOTED LEAD COATED COPPER HEAD FLASHING PROVIDE CELLULAR PVG CA5ED BEANS & 5" GROWN MOULD COLUMNS AT FOR(HES 2 11b" FASCIA 2 1/2" 6" CORNICE BOARD UPPER EAVE TRIM 50LID GROWN 5" GROWN MOULD CUSTOM BRACKETS 1 114" W X 6" H X 1'-4 1/2" L 2 1/5" FASCIA 2 1/2" X b" CORNICE BOARD WINDOW TRIM SOLID GROWN 1 1/2" X-1 1/4" HEAD CASING BOARD W/ 1" SIDE EXTENSIONS AND SOLID GROWN ROOF OVERHANG N 5/4 X 5 1/2" JAMB CASING STANDING SEAM BOARD TYPICAL AT WINDOWS METAL ROOF W/ 2' -0"WIDE OR LE55 CUSTOM BRACKETS III IIIIIIIIIIIIHIll 5/4 X 7 1/4" JAMB CASING SIDING (� BOARD AT WINDOWS WIDER r THAN 2' - 0" � Ffl PROVIDE PRE-PRIMED SHINGLE SIDING IN FIBER CEMENT ON _LL® ® WRB SPECIFIED BY MANUFACTURER. FARMHOUSE SILL & BED MOULD TYPICAL AT WINDOWS ® 5/8 SHEATHING ON 2X6@16" O.G. FRAMING W/ BATT INSULATION SHINGLE FLARE DETAIL AT 15T FLOOR SHINGLE FLARE WEST CKEEK - - - - - - - - - - - - - - PLAN DESIGN ( BUILD �IEAST ELEVATIO DESIGN DRANINGS SCALE : 1/4" = 1'-0" NEST CREEK ROOF Y `f,PO BOX 256 PROVIDE SYNTHETIC SLATE ROOF SHINGLES ON NE SUFFOLK, NY 11 q5b MANUFACTURER SPEGIFIED UNDERLAYMENT t ON 3/4" PLYWOOD — DECKING ON 1631 134-5416 2X10@16' ROOF RAFTERS. PROVIDE CONTINUOUS RIDGE VENTING ENGINEER EXTERIOR TRIM CONDON ENGINEERING, P.G. PROVIDE CELLULAR PVC TRIM AS NOTED ALE TRIM DETAIL TYP. PROVIDE CELLULAR PVC CASED BEAMS & LEAD COATED COPPER HEAD FLASHING 1755 SIGSBEE ROAD COLUMNS AT PORCHES I I I f I 1 1 5" GROWN MOULD 2 1/5" FASCIA MATTITUGK, NY 11 q52 UPPER EAVE TRIM 2 1/2"X 6" CORNICE BOARD 631 2q8-1 q86 �I 5" GROWN MOULD SOLID GROWN 21/8 FASCIA ,"T�5T1;4" WXb" HX1' 41/2" L 2 1/2" X 5" CORNICE BOARD 50LID GROWN - Y�INDOW TRIM JSSUE/REI�ISIONS 1 1/2"X 1 1/4" HEAD CA51NG BOARD W/ 1" 51DE EXTEN51ONS AND SOLID GROWN 0q, 14.20 ROOF OVERHANG 5/4 X 5 1/2" JAMB CASING STANDING SEAM BOARD TYPICAL AT WINDOWS ry METAL ROOF W/ CUSTOM BRACKETS 2' -0"WIDE OR LE55PROJECT 5/4x71/4" JAMB GASING OAKLEY RESIDENCE SIDING BOARD AT WINDOWS WIDER PROVIDE PRE-PRIMED SHINGLE THAN 2' - 0" 3400 LITTLE NECK ROAD 5101NO IN FIBER GEMENT ON WRB SPECIFIED BY MANUFACTURER. FARMHOUSE SILL & BED MOULD GUTCHOGUE, NY 11 q35 51b SHEATHING ON 2X6@16" O.G. FRAMING TYPICAL AT WINOOW5 W/ BATT INSULATION SHINGLE FLARE DETAIL AT 15T FLOOR / SHINGLE FLARE SCALE 1 /411 = 1 ' DRANING ELEVATIONS GARAGE WEST ELEVATION 11 1 SCALE : 1/4 = 1 -0Al SCALE : 1/4" = 1'-011 Y GABLE TRIM DETAIL TYP. LEAD COATED COPPER HEAD FLASHING 5" GROWN MOULD 2 1/8" FASCIA 2 1/2"X 6" CORNICE BOARD ROOF 50LID GROWN PROVIDE SYNTHETIC SLATE ROOF SHINGLES ON CUSTOM BRACKETS 7 1/4" W X 6" H X V-4 1/2" L MANUFACTURER SPECIFIED UNDERLAYMENT ON 3/4" PLYWOOD DECKING ON 2X10@16' ROOF RAFTERS. PROVIDE RAKE TRIM CONTINUOUS RIDGE VENTING LEAD COATED COPPER RAKE FLASHING UPPER EAVE TRIM 5" GROWN MOULD 5" GROWN MOULD EXTERIOR TRIM 5/4 X 9 1/4" RAKE BOARD 2 1/5" FASCIA PROVIDE CELLULAR PVC TRIM AS NOTED 2 1/2" X 8" CORNICE BOARD PROVIDE CELLULAR PVC, CASED BEAMS & 50LID GROWN GOLUMNS AT PORCHES WINDOW TRIM 5/4 X 7 1/4" JAMB GA51N6 ® GUTTERS BOARD AT WINDOWS WIDER 6" BERGER HALF ROUND THAN 2' -0" FREEDOM GREY COATED COPPER #20 REGAL BAR HANGER W/ ROD & NUT FARMHOUSE SILL & BED MOULD #2 PLAIN ROUND DOWNSPOUTS TYPICAL AT WINDOWS ROOF OVERHANG i STANDING SEAM METAL ROOF W/ ROOF OVERHANG EE11 EE] EE11 ED] CUSTOM BRACKETS STANDING SEAM METAL ROOF W/ I Hill I III - CUSTOM BRACKETS SIDING 6 PROVIDE PRE-PRIMED SHINGLE SIDING IN FIBER CEMENT ON L L] IJ Ll WRB 5PEGIFIED BY MANUFACTURER. 5/8 5HEATHING ON 2X6@16" O.G. FRAMING SHINGLE FLARE I I I W/ BATT INSULATION POURED CONCRETE FOUNDATION SHINGLE FLARE DETAIL AT 15T FLOORWESTI CKEEK " I I I CI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5 - - - - - - - - - - - - - - - - - - - PLAN I DESIGN BUILD NORTH ELEVATION DE51ON DRANIINGS SCALE : 1/4" = 1'-0" NIEST CREEK PO BOX 256 GABLE TRIM DETAIL T'�P. N ENI 5 U FFOLK, NY 11 q56 LEAD COATED GOPPER HEAD FLASHING 5" GROWN MOULD 631 734-8416 2 1/5" FASCIA ROOF 2 1/2" X 6" CORNICE BOARD PROVIDE SYNTHETIC SLATE ROOF SHINGLES ON SOLID GROWN MANUFACTURER SPECIFIED UNDERLAYMENT CUSTOM BRACKETS 7 1/4"W X 6"H X V-4 1/2" L ENGINEER ON 3/4" PLYWOOD DECKING ON 2X10@16' ROOF RAFTERS. PROVIDE GONDON ENGINEERING, P.G. CONTINUOUS RIDGE VENTING BR1'J`TBI.d. 1755 51 G 5 B E E ROAD &TWT 11 LEAD COATED GOPPER UPPER EAVE TRIM _ RAKE FLASHING MATTITUGK, NY 11 q52 EXTERIOR TRIM 5" GROWN MOULD I I I Illy I I I I 1 5" GROWN MOULD PROVIDE CELLULAR PVC,TRIM A5 NOTED 2 118" FASCIA 5/4 X 9 1/4" RAKE BOARD 631 2q8-1 q86 PROVIDE CELLULAR PVC, CASED BEAMS & 2 1/2"X 8" CORNICE BOARD COLUMNS AT PORCHES SOLID GROWN 1111111 Hill 155UE/REVISIONS NINDOW TRIM GUTTERS ® 1 1/2" X 7 1/4" HEAD CA51NG BOARD 0q. 14.20 6" BERGER HALF ROUND 11 HIM 11 11 11 Ill 1 11 11 1 1 1 W/ l" 51DE EXTEN510N5 AND SOLID GROWN FREEDOM GREY COATED COPPER _ 5/4 X 5 1/2" JAMB CASING #20 REGAL BAR HANGER W/ ROD & NUT BOARD TYPICAL AT WINDOWS PROJECT #2 PLAIN ROUND DOWNSPOUTS 2' - 0"WIDE OR LE55 5/4 X 7 1/4" JAMB CASING OAKLEY RE5IDENGE BOARD AT WINDOWS WIDER 3400 LITTLE NECK ROAD PROVIDE PRE-PRIMED SHINGLE I 1 1111 THAN 2' -0" HIM SIDING IN FIBER CEMENT ON1A11 GUTGHOOUE, NY 11 q35 WRB SPECIFIED BY MANUFACTURER. 1 1 1 Hi 1 1111111 1 1 1 11 FARMHOUSE SILL & BED MOULD 5/8 SHEATHING ON 2X6@16" O.G. FRAMING ill IIII HIM ® TYPICAL AT WINDOWS Hill III HIM W/ GATT INSULATION SHINGLE FLARE DETAIL AT 15T FLOOR —SHINGLE FLARE 1 /4" = 1 ' I I i I I i I I I _D RANI I N O - - - - - - - - - - - - - - - - - - GARAGE ELEVATIONS C" C SOUTH ELEVATION a SCALE : 1/4" = 1'-0" Al :p SCALE : 1/4" = V-011 She',ff i Ur Ur acwvt 2X10 OUTRIGGER RAFTERS @16"O.G. r - m N TOP OF PLATE TOP OF 2ND FLOOR 5UBFLOOR TOP OF PLATE TOP OF PLATE m ■ m " r TOP OF FOUNDATION TOP OF FOUNDATION 8"THK. POURED GONG. 4" THK. POURED CONCRETE7 N FOUNDATION WALL W/#5 REBAR cn SLAB W/6X6, #10/#10 WWM r m @36"O.G. EACH WAY W/36"51-LIGE TOP OF FOOTING PROVIDE CONTROL JOINTS TOP OF FOOTING W/LIQUID APPLIED DAMPROOFING - - - - - - - - 8"X16" POURED GONG. FOOTING SET ON UND15TURBED 501L W/(2)#5 (2)#5 CONTINUOUS REBAR CONTINUOUS REBAR TOP OF WALL 5/8"X 12"ANCHOR BOLTS @ 25" O.G. AT 8' END ZONES AND 29" O.G.AT INTERIOR ZONES W/3X3X3/l6" METAL WASHER12" FROM EACH CORNERWEST .' C 0 A SCALE : 1/4" = 1'-0" PLAN DESIGN BUILD DE51GN DRANINGS !NEST CREEK PO BOX 256 NEN 5UEEOLK, NY 111156 TOP OF RIDGE 631734-8416 ENGINEER TOP OF PLATE CONDON ENGINEERING, P.G. BTM. OF HEADER - - - - - - - - - m 1755 5165BEE ROAD iv MATTITUCK, NY 11 q52 m 631 2qb-1 q66 " TOP OF 2ND FLOOR 5UBFLOOR 'G - - - - - TOP OF PLATE - TOP OF PLATE 155UE/REYI5ION5 BTM OF HEADER 0q. 14.20 m �I m ■ � r PROJECT ° 01AKLEY RE51DENGE 3400 LITTLE NECK ROAD TOP OF FOUNDATION TOP OF FOUNDATION - - - " - - - - G UT GHOG U E, NY 11 q35 8"THK. POURED GONG. - 4"THK. POURED CONCRETE N FOUNDATION WALL W/#5 REBAR r `r cn SLAB W/6X6,#10/#10 WWM m 3 " O.G. EACH WAY W/36 SPLICE @ 6 TOP OF FOOTING PROVIDE CONTROL JOINTS TOP OF FOOTING alCALE W/LIQUID APPLIED DAMPROOFING - - - 11 - - - - 8"X16" POURED GONG. FOOTING 11411 SET ON UND15TURBED 501L W/(2)#5 (2)#5 CONTINUOUS REBAR CONTINUOUS REBAR TOP OF WALL 5/5"X 12"ANCHOR BOLTS @ 25"O.G. nn 1 AT 5' END ZONES AND 29"O.G.AT L RAY `^' l I N G INTERIOR ZONES W/3X3X3/16" METAL WASHER 6ARAGE 5EGTION5 12" FROM EACH CORNER SECTION SCALE : 1/4" = 1'-0" �. GARA .f SCALE : 1/4 = 1 -0 6 - r 4 = - ELECTRICAL LEGEND -0' SURFACE MOUNTED LIGHT 0 RECE55ED CEILING LIGHT kNALL MOUNTED LIGHT F IO DUPLEX RECEPTACLE I-9 DUPLEX RECEPTACLE - HALF 5NITCHE0 M DEDICATED RECEPTACLE - - - - -� I - - - I - - - - - - - - -I- - - - - - - - - - - - - - - - - - -- -I- - - - - - - - - - - - - - - - - - - - - - - - - - - M GUADRUPLEXRECEPTACLE I' - EXHAUST FAN - - - - - JL - - - - -� L - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - I EXHAUST FAN W/ LIGHT I I 5NlTGH 5NITCH 3-NAY ® FLOOR RECEPTACLE LL 10" THK. POURED ABOVE BLUESTONE PORCH I I I I CONCRETE SLAB o I I w/#5 REBAR @24" O.G. II 1 i L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - -� I II I � POURED GONG, I I OI I PAD W/#5 REBAR 14"O.G. - IN BOTH DR / �IIIIII IIIIII j ESI E - PLAN DESIGN BUILD GRAWL BASEMENT CONCRETE FLOOR DESIGN DRAkNINGS NE5T GREEK PO BOX 256 NEN 5UFFOLK, NY 11 q56 - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -/- - - - - - - - - - - 631134 r-- - - - - - - - - - - - - - - - - - - - - - - - - - - - --\- - -- - - - - - - rII -� - -� -� •� -� - - -f -'-I - /I►/�II/'II ®�Ii-!'.Ii . Il_\ry\,\-I'.. :�` -�-��m��'1-IlIII -S--I-/-/ - - -JIiiI ENGINE ER BASEMENT INEE R I N G, P.C.G G v CONCRETE FLOOR 1155 51G5BEE ROAD I LL MATTITUGK, NY 11 q52L - - - - - - - - 631 2q8-1 q86 ELKGTRICAL J55UE/REYI5ION5 ERVIGEPANEL - --- - - - - - -- - - - - - - - - EP Oq. 14.20F PROJECTL _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - OAKLEY RE5IDENGE - - - - - - - - - - 3400 LITTLE NEGK ROADr I L - - - -J I GUTGHOGUE, NY 11 q35 BLUESTONE PORCH ABOVE - - - - - - - - - - - - - - - - - - - - - - - - - IIII -- - - -� � /411 = 1 ' - - - - - - - - - - - - - - - - - DRANING L - - - - - - - - - - - - - - - - -�I BA5EME NT ELECTRICAL PLAN SEMENT ELECTRICAL PLA 13A SCALE : 1/4 1 0 LECTRICAL LEGEND 0- 5URFACE MOUNTED LIGHT LAN05CAPE LM REGE55ED CEILING LIGHT \ LIGHTING ' WALL MOUNTED LIGHT \ k� DUPLEX RECEPTACLE DUPLEX RECEPTACLE - HALF 5WITGHED \ DEDICATED RECEPTACLE WP [IV ---- - -- Li -------- Jf'� "- _- ! - : - 1 3 QUA DRU P LEX R ECEP TA CLE EXHAUSTFAN EXHAUST FAN N/ LIGHT a SWITCH SWITCH 3-WAY( L SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGH SKYLIGHT SKYLIGHT ABOVE ABOVE ABOVE ABOVE ABOVE ABOVE ABOVE FLOOR RECEPTACLE LJ L i -------- --------J --- -A--------! K N - VL I II �\5\\/-- /\1 III I 1 IIII I - /U N�ERG AI�III��IIIiIuIIIIFIa BI IIIm a rLLVUIIIIIlIII I IIIII I------ --------- --- I-- I ----+-- II _- I�I -I iI ..- - - , ... --------- --J NO E RECEPTACLE PL ACEMENT EN T 5HO NW N AE5 5P E _ G IFIED BY O NER.G ADDITIONAL RECEPTACLES WILL BE PLACED A5 REQ U IR ED ( T12020/ U5D12068 GU5T120201GUS12068� TO MEET ELECTRICAL CODE 5PAGING REQUIREMENTS. _ DROPPEDCILI CABINET tdT&GBO - - - - - - - - - - - - - - - - 1 F LINEN I I � I I LIA - - - - - - - - - - - — — TILE/ IVING ROOMLCOFFER 7 CEILING WOO FLOOR HALL OOD FLOOR WESTCKEEK MAKEUP I T G-IL. / PATIO32x I\ 6 - - - - - - - -4 - - - - - - - - BEAM LETO WP PLAN DESIGN BUILD Ki - - - - - - - - DE516DRNINGS-TLE 36x84 J - - - - - - - - - - NEST GREYK IJI m LE s, PO BOX 256 =30x84 � L32x84 "12x100 CABINET NEW SUEEOLK, NY 11 q56 631 134-8416 No�aa NA"63OFFICE WOOD FLOOR o rmE551NGROOM I I LAND5GAPEJm 42x84 BASEMENTVqOODFLOOR UE v HERRINGBONE — — lN� I C6 ENTRY U BENCH WCABINET B E LINEN MUnROO-M BEAD GONDONENGINEERING, P.C. . 30x84 MOD 1755 5165BEE ROAD m ON 0 U m1 ; CLOSET \� OOD - - 1 I �6M'S3A1 T2TqIT8-U 1 GqK 86 N0YN 151 q52 3 IF, 60x100 6 HANGING R - � W/CABINETS ABOVE � LL WP w w WOOD FLTOR ID I w FREEZER REF.UA pl I ! 4 ED 28x84 �Oil PANTRY J(D 5UE/REY51 OOD FL WOOD R. OOD FLOORE RINGB �E BASEMENT � Oq. 14.20 WINDOW WELL (° T - - TBELOW L < - - - - - L - - - - - - - - - - PRO .. R, OKL ..EE YC' T P BASEMENT WINDOW WELL BELOW 400LITTLE S NI DE11 ECNKC r ROADL- - - - - - - - - - UTGHOGUE, NY 11 q35 Y�� 1 /4 = 1 LOW VOLTAGE LIGHTS LANDSCAPE REGE55ED IN R15ER(TYP.) DRA ^ ING LIGHTING ~ R5T FLOOR ELECTRICAL PLAN FIRST FLOOR ELECTRICAL PLAN. SCALE : 1/4 = 1 _0E2 11 i -J r A. '. ELECTRICAL LEGEND 0 SURFACE MOUNTED LIGHT K; RECESSED CEILING LIGHT WALL MOUNTED LIGHT IO DUPLEX RECEPTACLE I0 DUPLEX RECEPTACLE - HALF 5WITGHED 00 DEDICATED RECEPTAGLE M QUADRUPLEX RECEPTACLE EXHAUST FAN EXHAUST FAN K LIGHT SWITCH 51NITGH 3-WAY ® FLOOR RECEPTACLE SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT NOTE RECEPTACLE PLACEMENT 5HOlNN AS SPECIFIED BY INTERIOR DESIGNER. ADDITIONAL RECEPTACLES WILL BE PLACED AS REQUIRED TO MEET ELECTRICAL CODE SPACING REQUIREMENTS. BENCH SEAT WALK-IN CLOSET I I II I I I WOODFLR. — — — — — — Lu II W . II L°• 1 ` \�\' P1P—EA IIIIII ' I L �L D A III Df�iIIII � /�B L I iI IIII CABINET ABIN—E T p N � 'WES O Tv \ I �I CKE28x84 L QUEEN LINEN 6 E QUEEN SKYLIGH Ag03030 PLAN DESIGN BUILD BEDROOM #3 WOOP FLOOR FLOOR-- DESIGN DRANINGS ' QL s I II I ❑ BEDROOM #2 \ \ — 66x84 w _ w U EN 1NEST CREEK PO BOX 256 L WOOD FLOOR L m \ r - - - -�� - - - - LAUNDRY m / / --------� HALL \ a ----- a I ATTIC r }� —Y�IQOD FLOOR i UPSTAIR5 HALLS I w�OD FLor� / A(,�,F�,S L \ x WASHERS' DRYER I N ElN S U F F O LK NY 11 g56 QUEEN / m I— BEAMED CEILING \ I � �--------� � ' _1� _ _w°BDAM°°R - - - I �------► / � 631 734-841 30.84 ` 96x84 11 � z I \ I _ -j 1 Ji I I II L ` \ ` — I I m ENGINEER gg \ I � III \ S 111 — \I a TB LE IF — — — —BEAM — — — — — I� I! - - - - - - - - GONDON ENGINEERING, P.G. II II � i IlI L _ _ _ _ _ _ _ J 1155 51GSBEE ROAD I i I L - - - -gil - MATTITUGK, NY 11g52 ►' I i, I 631 2g8-1 g66 ISSUE/REVISIONS Oq. 14.20 PROJECT I OAKLEY RESIDENCE 3400 LITTLE NECK ROAD GUTCHOGUE, NY 11 q35 SCALE 1 /'4" = 1 ' 1D RAW I N G SEGOND FLOOR ELEGTRICAL PLAN,t ..;_ r . Fl E SECC) ND FLOOR CTRICAL Ai 4, n i` r I SCALE : 1/4" = 1'-0" \ i El ECTRICAL LEGEND � 5URFACE MOUNTED LIGHT M RECE55ED CEILING LIGHT JNALL MOUNTED LIGHT rO DUPLEX RECEPTACLE r r9 DUPLEX RECEPTACLE - HALF 5JNITCHED M DEDICATED RECEPTACLE M OUADRUPLEX RECEPTACLE EXHAU5TFAN EXHAU5T FAN K LIGHT 51NITCH 3 5NITCH 3-NAY ® FLOOR RECEPTACLE GUDH-NG4022 Z GUDH-N61614 GUDH-NG4426 GUDH-N61614 I / I . . ... . � I /� I � DN i I I a III I I I I I III I I I, / I I I I l i t III � � III I I I I I III I WEST CKEEK _30X84_ / f - - - PLAN DESIGN BUILD � I - - - - - - - - - - - - - - - J \10 L� Z, I L - - - - - - - - - - - - DE51GN DRAINING5 II LON K m NEST CREEK QX ow I I I I Qx ► , PO BOX 256 I� �� - - - - - - - i- - - - - - _ _ r - - - - - - NElN SUEI=OLK NY 11g56 631134-6416 ENGINEER I I� GONDON ENGINEERING, P.G. m WP I 1155 5165BEE ROAD 36X 4 -J ATTITUGK NY11g5 108X96 108X 6 GUDH-N64022 - - - - - - - - P L - - -- - - - - - Z ROOF rni � 6312g8-1g86 i7 L - - - - - - - - - L \ I r-- d i - - - - �/` - - - - - - - - - - - - - A z MOTION — O Lo rn 155UE/REV15IONS ACTIVATED 3 aq. 14.20 .P ROJ EGT RIT r A I FIRST FLOOR ELECTRICAL PLAN SECOND FLOOR ELECT P LA-im OAKLEY RESIDENCE SCALE : 1/4" = 1'-0" SCALE : 1/4" = 1'-0" 3400 LITTLE NECK ROAD CUTCHOGUE, NY 11 q35 5GALE 1 /411 = 1 ' 12RAINING GARAG E ELECTRICAL PLAN aGARA SCALE : 1/411 = 1'-011E4