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HomeMy WebLinkAbout44406-Z guFFO y Town of Southold 6/22/2024 o P.O.Box 1179 v► x T .53095 Main Rd �w�y o� • Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45300 Date: 6/22/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 850 Third St,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.-8-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/6/2019 pursuant to which Building Permit No. 44406 dated 11/13/2019 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 finished basement and front entry deck as applied for per ZBA#7193,dated 9/20/2018. The certificate is issued to Cottage on Third LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0024 6/25/2024 ELECTRICAL CERTIFICATE NO. 44406 10/13/2021 PLUMBERS CERTIFICATION DATED 10-5-2021 J. Zee' P H Inc. utho 'zed ig ature TOWN OF SOUTHOLD BUILDING DEPARTMENT �. TOWN CLERK'S OFFICE oy • oP SOUTHOLD', NY BUILDING PERMIT (THIS PERMIT., .-MUST-,BE KEPT ON THE PREMISES .. .. WITH ONE SET OF APPROVED PLANS AND 1SPECIFICATIONS. UNTIL FULL COMPLETION OF THE WORK AUTHORIZED). Permit#: 44406 .... .... Date: 11/1:3/2019 Permission.is hereb.y.granted:to: Cottage.on Third LLC 26 Remsen St Brooklyn, NY 11201 :::. _. To:­. demolish ari existing:dwelling:and construct:a new single-family dwelling as applied for per ZBA & SCHD approvals: At premises located at: . 850.Third St.New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-8-7 Pursuant to application dated .9/6/2019 . _ and approved by the Building Inspector. To expire on "5/14/202,1:.: Fees: . .... .... SINGLE FAMILY DWELLING ADDITION OR ALTERATION. $1,511.20- CO -NEW DWELLING $50.00 DEMOLITION . ... $472.20 ... p . .. Total: - $2,033.40 . .... Bui s Peor ct - d 3 TOWN OF SOUTHOLD ; BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE oy 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#: 44217 Date: 9/26/2019 Permission is hereby granted to: Cottage on Third LLC 26 Remsen St Brooklyn, NY 11201 To: new 200a underground electric service. At premises located at: �(O -�� 4 L4 L[ 850 Third St, New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-8-7 Pursuant to application dated 9/26/2019 and approved by the Building Inspector. To expire on 3/27/2021. Fees: ELECTRIC $85.00 Total: $85.00 :i Building Inspector OF SOUr��l Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 R Q sean.devlinO-town.southold.n us Southold,NY 11971-0959 Y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Cottage on Third LLC Address: 850 Third St City,New Suffolk st: NY zip: 11956 Building Permit#: 44406 Section: 117 Block: 8 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Glens Electric License No: 4770ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 80 Ceiling Fixtures 8 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt Wall Fixtures 15 Smoke Detectors 4 Main Panel 200 A/C Condenser 2 Single Recpt Recessed Fixtures 57 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 4 Combo Smoke/CO 3 Transformer UC Lights 4' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 45 4'LED Exit Fixtures 11 Pump Other Equipment: Hood, Fridge, Gas Oven, DW, W/Dx2, Instant Hot, Humidified, Mini Fridgex2 200A Panel 54 Circuit/ 53 Used Notes: New Two Story w/ Finished Basement Inspector Signature: Date: October 13, 2021 S. Devlin-Cert Electrical Compliance Form so Town Hall Annex Telephone(631)765-1802 54375 Main Road g, Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q A BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: / Cg "— JO a / / 11 Building Permit No. '�1 �7 6 Owner:Lgr-r A G-L c)ry 3 ra L G �, (Please print) Plumber: Ja ��°S 1"1 4 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. umbers Signature) Sworn to before me this c,,, 4 day of 08 20 of l Notary Public, (zt��O�� County EVE L.GATZ-SCHWAIVIBORN NOTARY PUBLIC.STATE OF NEW YORK Registration No.01GA6274028 Qualified in Suffolk County Commission Expires Dec.24,204 o�aOF SOGTyo * # TOWN OF SOUTHOLD BUILDING DEPT. cuurnv�� 765-1802 A.-NSPECTION [ FOUNDATION 1 ST Np [ ] ROUGH PLBG. [ ] FOUNDATION2ND - j ] 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 REMARKS: Gv A&A DATE 1 �0 INSPECTOR qugo soUlyol * # TOWN OF SOUTH.OLD BUILDING DEPT. 765-1802 INSPECPON [ ]'F DATION 1ST [ ROUGH PLBG. OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMIN /STRAPPING [ ] FINAL [ ]n FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O EMARKS: 4r~ I as 9647,w, Vie fib✓ D 4 ' DATE Zd INSPECTOR u/� Q 7 r OfSOUT �LA 1 V � V SO ''{/��rG # # TOWN OF SOUTHOLD BUILDING DEPT. yco 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 REMARKS: ox DATE S Zd INSPECTOR OF SOUIyo Li l Li ofo 4 .7 V �I11`r� v 4 �} TOWN OF SOUTHOLD BUILDING DEPT. N courmN�'' 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 REMARKS: T-o vG l G DATE I INSPECTOR �"" 4ggOY afSOUIyo� f TOWN OF SOUTHOLD BUILDING DEPT. `rbum e 765-1802 ,. ,- INSPECT -ON [ ] FOUNDATION 1ST- . [ ] OUGH 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 REMARKS: u - _ � off✓ `C� �� DATE INSPECTOR I SOUTyo6 1 = # # TOWN OF SOUTHOLD BUILDING'DEPT. 765-1802 INSPECTION , [ . ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND _ - [ ] ULATION/CAULKING [ ] FRAMING/STRAPPING - [ FINAL [ ] FIREPLACE & CHIMNEY " [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I-qv 4�� ( ` s r P FVVC40000*u s DATE �� °1'� INSPECTOR q SOUTyolo qL4q 66 # * TOWN OF SOUTHOLD BUILDI G� DEPT. °ycouun�f'' 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 REMARKS: -w ft juls H&D'AAM CA DATE 10 .INSPECTOR Third850 Street, New Suffolk Permit . / I / • BALUSTERS LOWER STAIRS 41 • t �y S + 5 1 Third Street, New Suffolk Permit . . .41 . TRUSS PLACARD � 1 Ai d X - ICA ; � •.��,:' ..�_,.':..yam -'++:�i =� >``�w �:-'; ��'� \ \ \: • .�. `mod., � , - ` -r �\ .:y�1Mv "' `� •'M. ; �� � y.�,�� ♦ - �� -mac/ \' -� � + t- . NOV 17 2022 . NEW YORK (BUILDING 17 T.E C N N O L O G Y G R O U P Affidavit Of 2020 ECCC Compliance Date: 9/22/2022 Inspection Address: 850 3rd street, New Suffolk NY This is to Certify that on 9/1'5/2022 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: 3070 Blower Door Test Result: Conditioned Volume: 29255. Leakage in ACH50: 1.98 402.4.1.2 2020 ECCC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested 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: 0 Supply R-value: NA Return R-value NA System 2: Attic Leakage CFM@25: 104 Supply R-value: 8 Return R-value 8 System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 104 CFM@25 Leakage Limit: 1 1 122.81 JCFM@25 4013.3 2 2020 ECCC Compliance: PASS Mechanical Ventilation: As Tested: I 68 Required: I 68 M1507 Compliance I Applicable Not Operational Combustion Safety Testing: See Attached Report Insulation and Thermal Bypass: Not Inspected HERS L A Provider: Signature of Certified RESNET HERS Rater: Performance Systems Development 124 Brindley Street,Ithaca NY 14850 Provider ID#: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@gmail.com ��. New York Building Technology Group 159 Rt.25A,Bldg.1 Suite B New YORK r ITtCH OLOG Miller Place,NY11953 e, , r C 6 U#1 LOGY Tel.(631)495-0289 Fax(631)389-2808 Gaout Combustion Safety Testing Form Certified Home Address: 850 Third Street City: New Suffolk Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: West Creek Builders Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Conditioned Mechanical (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 09/15/2022 Outdoors Temp During Test: 63 OF CAZ Depressurization Note:Net Change=Test Pressure-Base Pressure) Base Pressure: na pa. CAZ Ambient CO: 0 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 x Boiler Heat Pump Other Efficiency_l Fuel Type2 Venting Type; Draft Spillage Spillage CO CO (Cirde Type,) (Pascal) orst Case (Natural) Worst Case (Natural) Rating: 96 AFUE NXP O E N V M S x na Pa. Pass X Fail Pass X Fail na PPM na PPM Primary_Yes x _Type:Standard Tank x Indirect_Tankless_ Size: 75 Style4 Common Vent❑ Water Heater No Instantaneous Commercial_(See Note 5 below) (Gallons) Stand Alone EffLgie..75 Fuel Type2 Denting Types Draft Spillage Spillage CO CO Pascal Worst Case (Natural) Worst Case (Natural) EF: .86 NXP O E N M S X na Pa. Pass X Fail Pass X Fail na PPM na PPM Oven _F__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 IHeatdng System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2Fuel Type: 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 regfardless of Venting Type,if the exhaust vent is accessible. 4Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) SWater 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: e Date: Oct 04, 2022 lh brm 90106 O1CST Form 2011 FOR 2011 USE ONLY Corresponds to BHI -2011 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: 850 3rd St Name: Address: 850 3rd Street Address: New Suffolk; New York 11956 Geo-Tag Data: Latitude:40.991849 Longitude:-72.473755 Ti mestam p: 2022=09-1511:07:30 Measured Leakage: 965.5 CFM50 Test ID: multipoint Purpose of Test: RESNET Multi-Pt Env. Leakage Measured ACH50: 1.98 (+/-4.5%) Effective Leakage Area:40.9 in Building Volume: 29,255.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient (C): 50.7 (+/-22.2%) Exponent (n): 0.753 (+/-0.064). Correlation Coefficient: 0.99893 Test Standard: RESNET 380 Multi-Point Test Mode: Depressurize Test Characteristics: Indoor Temp:76 OF Outdoor Temp: 63 OF Altitude: 0.0 ft Time Average Period: 30 seconds Test Date and Time: 2022-09-1511:10:30 2000- ----t— , • Depressurize — 600-- i i _ 300 1 -._.J 22 i 1 200--- - — - - --- 100- 4 5 6 7 8 910 20 30 40 .50 60 70 Building Pressure(Pa) NOV 17 2022 C, .ue v _i Envelope Leakage Test Test Readings: Target(Pa) Bldg(Pa) Adj Bldg-(Pa). Fan (Pa) Flow (cfm) Config Baseline -0.1 -60.0 -58.0 -57.8 -34.6 1,069.8 Ring A -48.0 -47.9 -47.7 -27.7 960.3 Ring A -35.0 -31.5 -31.4 -143.5 710.7 Ring B -23.0 -25.1 -25.0 -96.3 583.3 Ring B -10.0 -13.6 -13.4 -36.5 360.7 Ring B- Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6102 Calibration Date: 2020-07-27 Deviations.from Standard: • None Comments: None Report by TEC Auto Test 1.8.0 (206),© 2021 The Energy Conservatory, Inc. Page 2 of 2 f: V West Creek Builders, LLC P.O. Box'256, New Suffolk, NY 11956 Tel 631.734.8416 Fax 866.352.5112 Lic#41503-H November 11, 2019 Town of Southold Building Department Town Hall Annex 54375 Route 25 Southold, NY 11971 RE: Electrical Disconnect and Temporary Power 850 Third Street, New Suffolk, NY 11956 SCTM # 1000-117-8-7 This letter is to confirm that electrical service has been disconnected(from;"house.at 850 Third Street, New Suffolk and transferred to the temporary service meter and panel as shown on the, attached photos and Town of Southold Temporary Electrice;l Certificate #635. If you require additional information or have any questiorns, please contact me at-- 631-334-9205 or garyCa-westcreekbuilders.com. -Thank.you.in advance for your assistance. Sincerely, Gary Steinfeld West Creek Builders, LLC 7 r• _ 1 I f t NOV 1 2 2019 a i 1 I { a� 4� t` ri Ai �'-�_ x.- __.._ r lr.ll, v l ..� l 1 , �_r31 ��— ,. _�� - _.._:��.sa:. t -- -�� _ � ��lw.«-.. i} i v''� �':. �' £r ( -� � n ., ;� �. r? -_— - 71� - -- r _ � _ ., .'t ... . ..� � _ r :, �,,..., � .. •. ram. ,� [ ._^'" � .,- N}�ra. FOUNDATION ---------------------- �i■!; ^ ' Ili .ROUGH FRAMING& PLUMBING INSULATION ENERGYSTATE •D At 1 MR ADDITIONAL COMMENTS i ' I 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 n Survey Southoldtownny.gov PERMIT NO. (l�- Check Septic Form N.Y.S.D.E.C. Trustees _ C.O.Application 3 I` �z rr9 ;-;t' ' Flood Permit Examined 20 ! ��L V i Single&Separate Truss Identification Form S E P - 6 2019 Storm-Water Assessment Form Contact: Gary Steinfeld Approved uh,3120) ITT' v'av 5 Mail to: West Creek Builders Disapproved a/c PO Box 256, New Suffolk, 11956 Phone: 631-334-9205 Expiration ,20 Bui n ector !J APPLICATION FOR BUILDING PERMIT OCT 1 18 Date October 10 , 20 18 BUg G DEP ; INSTRUCTIONS a. This a lication MUST be comp etely filled in by typewriter or in ink and submitted to the Building Inspector With 4 sets of plans, curate plot plan to scale. Fee according to schedule. b. lot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 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 Cottage on Third LLC (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. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 850 Third Street, New Suffolk. NY House Number Street Hamlet County Tax Map No. 1000 Section 117 Block 8 Lot 7 Subdivision Filed Map No. Lot M 2. State existing use and occupancy of premises.and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Residential b. Intended use and occupancy Single Family Residential 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition X Other Work ° (Description) 4. Estimated Cost $600,000 Fee.. (To-be paid on filing this application) 5. If dwelling, number of dwelling units 1 Numberof.dwelling units on each floor If garage, number of cars r 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 2 House to be Demolished 22.5'x47.5', Shed to be Demolished 10'x20' Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories., 1 8. Dimensions of entire new construction: Front 47.5' Rear 47.5' t Depth 22.5' Height 28.3' Number of Stories 2 Garage/Pool House 20'x24'xl6.6'H 9: Size of lot: Front 96.71' Rear 98.94' Depth 86.1' 10. Date of Purchase 03/1/17 Name of Former Owner Mandusic NJ &HA Trust 11. Zone or use district in which premises are situated R40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO Lot Area. Front Yard Setback 13. Will lot be re-graded?YES NO_X_Will excess fill be removed from premises?YES NOS_ 26 Remsen Street 14.Names of Owner of premises Cottage on Third LLC Address Brooklyn, NY 11201 Phone No. 917-568-6525 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 NO X * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO 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, GONNIE D.BUNCH is the A Notary Public,State of New York (S)He Agent No O1 Bl161 85050 (Contractor,Agent,Corporate Officer, etc.) Qualified In Suffolk County Commission Expires April 14,2-22)0 of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of © 20A Notary Public ignature of Ap licant Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Cottage on Third, LLC residing at 26 Remsen Street (Print property owner's name) (Mailing Address) Brooklyn, NY 11201 do hereby authorize West Creek Builders, LLC (Agent) to apply on my behalf to the Southold Building Department. 07/15/19 (Owner's Signa e) (Date) Donald Brennan, Cottage on Third, LLC (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 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 : Cottage on Third, 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 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) l3)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 th' 5 day of JU1Y 2019 Signature Print Name Cottage on Third, LLC (Donald Brennan) 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 15 day of JUIy ,20 19 Signature Print Name West Creek Builders, L C (Gary Steinfeld) CONSENT TO INSPECTION Cottage on Third, LLC ,the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owner(s) of the premises in the Town of Southold, located at 850 Third Street, New Suffolk, NY 11956 , which is shown and designated on the Suffolk County Tax Map as District 1000, Section 117 , Block 8 , Lot 7 That the undersigned(has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: Demolition and Re-Construction of Single family Residence and In-Ground Swimming Pool That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: 09/02/19 ( ignature) Donald Brennan, Cottage on Third, LLC (Print Name) (Signature) (Print Name) FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 15, 2018 TO: Gary Steinfeld (Cottage on Third LLQ PO Box 256 New Suffolk,NY 11956 Please take notice that your application dated October 10, 2018: For permit to demolish existing dwelling and construct a new single-family dwelling, accessory pool house and accessory swimming pool at: Location of property: 850 Third Street,New Suffolk,NY County Tax Map No. 1000— Section 117 Block 8 Lot 7 Is returned herewith and disapproved on the following grounds: The proposed construction, on a non-conforming 8,420.6 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124, non-conforming lots, which states lots measuring less than 20,000 square feet in total size require maximum lot coverage of 20%. The site plan shows the lot coverage at 22.85%. (Note: ZBA #7183 issued on 9120118 granted variance for proposed front yard setback.) / 1, Authorize re Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: rile, Z.B.A. BOARD MEMBERS Southold Town Hall Leslie I:anes Weisman,Chairperson ��0� SOUjyo 53095 Main Road-P.O.Box 1119 Southold,NY l 1971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lelmert,Jr. �p� 54375 Main Road(at Youngs Avenue) Nicholas Planamento cOO Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809-Fax (631) 765-9064 RECEIVED FINDINGS,DELIBERATIONS AND DETERMINATION � r:3 MEETING OF SEPTEMBER 20,2018 P 2 6 d.18711V,(.M ZBA FILE: 97193 So thold Town Clerk NAME OF APPLICANT: Donald Brennan, Cottage on Third,LLC PROPERTY LOCATION: 850 Third Street,New Suffolk,NY SCTM: 1000-117-8-7 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. ' SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application-is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject, 8,420.6 square feet, non-conforming rectangular lot located in the R40 Residential Zoning District measures 100.81 feet fronting on Third Street, with a northern lot line of 86.13 feet shared with a residential neighbor, an eastern lot line of 98.94 feet along a second residential neighbor and a southern lot line of 86.10 feet shared with a third residential neighbor. The site is improved with a two--story, wood frame dwelling with an attached, one-story wood frame enclosed front porch, a one-story wood frame addition to the south, a frame garage and rear wood patio. There is a stone curb asphalt driveway,wood shed and 6 feet high stockade rear fencing along with 4 feet high side fencing, as shown on the survey by Donal A. O'Buckley, Professional Land Surveyor and dated March 27, 2017. BASIS OF APPLICATION: Request for two Variances from Article XXIII, Section 280-124 and the Building Inspector's April 19, 2018, Notice of Disapproval based on an application for a building permit to demolish an existing dwelling and to construct a new single family dwelling, accessory pool.house and an,accessory in-ground swimming pool; at; 1) single family dwelling located less than the code required minimum front yard setback of 35 feet; 2) proposed improvements more than the code permitted maximum lot coverage of 20% at: 850 Third Street, New Suffolk, NY. SCTM#1000-117-8-7. RELIEF REQUESTED: The applicant requests variances to demolish the existing site improvements, totaling 1,658 square feet (19.62% lot coverage) consisting of a single family residence with an attached deck and garage and detached shed, located at the closest point 4.1 feet from the front lot line, where the Code requires such improvements to have a minimum front yard set-back of 35 feet and to build in its place a two-story, single family residence measuring 47.5 feet by 22.5 feet for a total first floor footprint of 1,069 square feet with an attached front Page 2;September 20, 2018 #7193, Cottage on Third LLC —Brennan SCTM No.<l000-117-8-7 f porch measuring 7 feet by 12 feet for an additional 84 square feet, along with a proposed 16 feet by 32 feet in- ground swimming pool of 512 square feet and a proposed 20 feet by 24 feet garage pool house of 480 square feet, for a total of 2,145 square feet (25.47% lot coverage) where the Code limits such improvements to 20%, necessitating the need for a second, lot coverage, variance. ADDITIONAL INFORMATION: The applicant's agent provided the addresses of four area residences with less than Code conforming front yard setbacks and five variances in the immediate vicinity for similar relief relative to front yard setbacks or lot coverage for existing structures, and accessory structures, including files: #6708 granted January 23,2014 for front yard setback and garage in partial front yard #3873 granted December 19, 1989 for excessive lot coverage 96462 granted May 18,2011 for excessive lot coverage #6931 granted March 17, 2016 for excessive lot coverage and construct garage located in other than rear yard #6270 granted June 16, 2009 for front yard setback relief and excessive lot coverage A neighbor spoke during the public hearing against this application citing change in community character and identity. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 6,2018 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance relative to the front yard setback will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The site is presently developed with a single-family residence built prior to zoning, characteristic of most of the `village grid' of New Suffolk, which contains numerous principal and accessory structures with non-conforming setbacks, due primarily to.the small lot sizes and historical development of the area. The applicant proposes to maintain the existing footprint of the residence slated for demolition, however shifting it slightly to the north allowing for widening of the driveway, and placing accessory structures in Code conforming locations. Further reducing the relief requested relative to the front yard setback is a grassy buffer approximately 16 feet wide, owned by the Town of Southold, along the street creating a visual front yard of approximately 20 feet. Grant of the variance relative to lot coverage will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. While New Suffolk is densely developed and many small lots feature a primary residence and accessory structures, few small lots enjoy the benefit of both accessory structures and an inground swimming pool. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant regarding the front yard setback cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing residence has a non-conforming front yard setback and any alteration or addition will require a variance. Moreover, the existing residence is old, in a state of disrepair, and built on a poor foundation. It would be too costly for the applicant to completely renovate the existing home and to bring it up to modern standards relative to high wind building codes and modern comfort. The benefit sought by the applicant regarding the lot coverage can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant can build a smaller house or choose between accessory structures to conform to the Code limitations. 3. Town Law §267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 88.3% relief from the Code relative to the front yard setback and 27.35% relief from the Code relative to lot coverage. Page 3, September 20, 2018 #7193, Cottage on Third LLC— Brennan SCTM No. 1000-117-8-7 The proposed structure utilizes the existing footprint with the non-Conforming front yard setback remaining the same. As a result of the overall proposed improvements, excessive lot coverage exists and while the hamlet of New Suffolk is noted for higher density of development relative to lot size, the proposed improvements should be viewed as new construction and more closely mirror current zoning requirements. No residential property of similar lot sires in the immediate area enjoys the benefit of an accessory garage pool house and in-ground swimming pool with non-conforming lot coverage. Moreover, the applicant failed to provide proof that residential properties in the immediate area on similar lot sizes had received variances that contain both accessory garages and swimming pools with non-conforming lot coverage. 4. Town Law §267-b(3)(b)(4) Evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. The proliferation of in- ground swimming pools with accessory pool house/garages on small lots, where lot coverages is exceeded, would change the character of the neighborhood. 5. Town Law $267-b(3)( O). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the ,limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief, relative to the front yard setback, is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a 47.5 feet by 22.5 feet, 1,069 square feet footprint, two-story residence with a 7 feet by 12 feet, 84 square feet open air porch while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Grant of the requested relief, relative to lot coverage for accessory structures including a garage pool house measuring 20 feet by 24 feet and an in-ground pool measuring 16 feet by 32 feet is not the minimum action necessary to enable the applicant to enjoy the benefit of an accessory structure(s) while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Acampora, and duly carried,to GRAN T the variance for a front yard setback as applied for, DENY the variance for excessive lot coverage as applied for, and shown on the survey by Donal. A. O'Buckley, Professional Land Surveyor and dated March 27, 2017 and the site plan by West Creek Builders and stamped by John J. Condon, Licensed Professional Engineers and dated March 12, 2018 and the construction drawings by West Creek Builders labeled A 1 —A 11 and dated March 27, 2018. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a buildingpermit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation front the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Rage 4, September 20, 2018 #7193, Cottage on Third LLC—Brennan SCTM No. 1000-117-8-7 The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The-Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman (Chairperson),Dantes,Acampora,Planamento and Lehnert. This Resolution was duly adopted(5-0). Leslie Kanes Weisman Chairperson Approved for filing / / a /2018 w'jo '4 V S%3fF BUILDING DEPARTMENT- Electrical Inspector a�O� CMG TOWN OF SOUTHOLD o Town Hall Annex - 54375 Main Road - PO Box 1179 'x Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(c-)-southoldtownny.gov - sea nd(cD_southoldtownny.gov APPLICATION FOR ELECTRICAL,INSPECTION ELECTRICIAN INFORMATION,(AII Information Required) Date: Company Name: S �C Name: e-le-C_4c, C'@'Llc+. ' .co License No.: X email: Address: o �o Phone No.: JOB SITE INFORMATION (All Information Required) Name: o h cy, �---(—C, Address: -a ,vim Cross Street: ,) op Phone No.: - o �o Bldg.Permit##: email: Tax Map District: 1000 Section: 1 1-7 Block: $ Lot: 7 BRIEF DESCRIPTION OF WORK (Please Print Clearly) ADO Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 3 Ph Size: ;?cn A # Meters_� Old Meter# New Service - Fire Reconnect - Flood Reconnect - Service Reconnected Eerground Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION let Request for Inspection Formals 9 /,Q I ' l �o�gOfFOl��oG BUILDING DEPARTMENT-Electrical Inspector y� TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631) 765-9502 Temporary Certificate# .G 3S� Date:500� 2& 2019 Customer Name ��� � j GLL Electrician Name Address �p r 2� Phone ,; �- ,r,5 t e-mail A/W -f4C 7 1k__ e-mail ewt4rSEr(,*1!92 40,Ld) Gg, Phone License# 7a (�" Size 7,AO _A Phase l Overhead Underground #of Meters Remarks 640 #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#1 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 days from the date above. Authorized by —————— r a SvfFOL,I BUILDING DEPARTMENT - Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex - 54375 Main Road - PO Box 1179 u' - Southold, New York 11971-0959 y o� Telephone (631) 765-1802 FAX (631) 765-9502 rogerrp.southoldtownny.gov seandp_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Zo Company Name: $ r- Name: License No.: ;;4;20 ,/Oe email: Address: • Phone.No.: 3 JOB SITE INFORMATION (All Information Required) Name: Address: .411Z 15 Cross Street: 04 Phone No.: Bldg.Permit#: HH406 email: Tax Map District: 1000 Section: 11, -] Block: g' Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: ) Is job ready for inspection?: YES�_0 Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Siz �, P 3 Ph Size:!:Zg20_A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 100 Request for Inspection FormAs SVFFO(,+- BUILDING DEPARTMENT - Electrical Inspector TOWN OF SOUTHOLD _� - Town. Hall Annex - 54375, Main Road - PO Box 1179 Southold, New-York 1 1 971-0959 y o� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(c�southoldtownny.gov sea.nd(cr�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: zo Company Name: S Name: License No.: ��ZZp I-Affe email: Address: • Phone No.: JOB SITE INFORMATION (All information Required) Name: Address: 3R0 nl Cross Street: All — Phone No.: oc Bldg.Permit email: --- ------------ -- - - = - - B{oek:----- - ---- - - - ot - - ---- --- -- Tax Map District:-:- -1-000._. __._.:_Sectrorr:- - -�=7 — J- BRIEF DESCRIPTION OF WORK (Please-Print Clearly) Circle A(I That Apply: ) Is job ready for inspection?: YES4_1 Rough In Final Do you need a Temp Certificate?: YES] NO Issued On Temp Information: (All information required) Service Siz 1 P 3 Ph Size:�_A # Meters Old Meter# New Service- Fire Reconnect - Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals . 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xis PERMIT# d ress: At. - :. A .. v _ M 4. Outlets G;FVs surface seonce Y . Flans Fridge �! HW fthaust `i oven Dryer fnci es. . ow NIicF© ; - Cbmlio--; AH mihi f . . Comments; /l r r 6�gUFFgk� Slott A. Russell STO][�.l\�IWA�'7C']EIK ,� SUPERVISOR � MAN NNT SOUTHOLD TOWN HALL-P.O.Box 1179 � 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold "'04 C/ CHAPTER 236: - STORMWATER MANAGEMENT WORK SHEET ( TO-BE COMPLETED BY THE APPLICANT ) DOLES THIS )PROJFCT INVOLVE ANY OF THE )FOILWWING: 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 FIRM Map of any watercourse. ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. 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 NAME, Gary Steinfeld, West Creek Builders 117 -p$_ n7 07/15/19 (rrmo Section Block Lot c� ****FOR BUILDING DEPARTMENT USE ONLY**** Contact information: 6 1-334-9205 Creiepfione Numbrrl Reviewed By: ZqZ12 Date: ' �—�2 Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — 850 Third Street, New Suffolk, NY 11956 ❑ Approved for processing Building Permit. St water Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.#: 1000 SU CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) ��- 0 d Irk Gary Steinfeld 117 _8 7 Stormwater.Management Control Plan CHECK LISP NAME: Section Block Lot West CrPPk RuildPrs w z S M C P,-Plan Requirements: Provide ONE copy of the Building Permit Application. T, rleax Pnm Date: * The applicant must provide a Complete Explanation and/or Reason for not providing 631-334-9205 07/15/19 od all Information that has been Required by the following Checklist! benature Teiepbnre Number. JV 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! YE NO NA show all of the following items: If you need additional room foi-explanations,Please Provide additional Paper. a. Location& Description of Property Boundaries X 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). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0� e. Limits of Clearing & Area of Proposed Land Disturbance. 0� f. Existing& Proposed Contours of the Site (Minimum 2 Intervals) 0® Level Site - See Site Plan/Survey g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 0� j.. Location of proposed Soil Stockpile Area(s). 00 k. Location of proposed Construction Entrance/Staging Area(s). X 00 1. Location of proposed concrete washout area(s). 00 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 00 Existing Site Access/Driveway to Be Used c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) X I O0 d. Leaching Structures (e. .infiltration basins,swales,etc.) ****FOR ENGINEERING DEPARTMENT USE ONLY Additional Information is Required. Reviewed& I Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: D SMCP has been approved by the Engineering Department. FORM 0 SWCP Check List -TOS MAY 2014 N-unemaker, Amanda From: Richter,Jamie Sent: . Thursday,August 01, 2019 9:31 AM To: Verity, Mike; Nunemaker,Amanda; Rallis, Damon Cc: Collins, Michael. Subject:' Stormwater Review .Follow Up Flag: Follow up Flag Status: Flagged Michael I have been backed up with other town projects and have not given the Stormwater Reviews the attention they deserve. If.the plans were sent to Engineering more than ten working days ago and the applicants are calling please release them with the understanding that the stormwater review will follow. I will do my best to catchup and when I do-we can terminate this temporary situation. Thank you for your attention.to this matter. Jamie If you can please keep a running list of permits issued and include the Tax Map Number and send them to me by E-Mail. That.way I have a record of who to contact with the approved stormwater plans. Thanks again! yam. A ' ! . James A.Richter, R.A. Stormwater Manager . . Office of the Engineer Town of Southold,New York Stormwater Management Control Plan Website: http://www.southoldtownny.gov/index.asp0? id=195 . Office: 631-765-1560 CONFIDENTIALITY NOTICE: This communication with its contents.may contain confidential and/or.legally privileged information. It is solely fdr the use of the.intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy.Act. If you are not the intended recipient, please contact the sender and destroy all.copies of the communication. 1 . West Creek Builders', LLC P.O. Box 256, New Suffolk, NY 11956 Tel 631.734.8416 Fax 866.352.5112 Lic#41503-H September 6, 2019 Town of Southold Building Department Town Hall Annex 54375 Route 25 Southold, NY 11971 RE: Construction of Single Family Residence & In-Ground Swimming Pool 850 Third Street, New Suffolk, NY 11956 SCTM # 1000-117-8-7 This project includes the demolition of existing single family residence and shed, construction of a new single family residence and in-ground swimming pool. 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. ZBA Variance Grant 9. Owner Consent to Inspection 10.Owner Authorization 11.Transactional Disclosure Form — Owner 12.Transactional Disclosure Form —Agent If you require additional information or have any questions, please contact me at 631-334-9205 or ga[y cD-westcreekbuilders.com. Thank you in advance for your assistance. Sincerely, Gary Steinfeld West Creek Builders, LLC WEST CREEK PLAN I 'DESIGN BUILD CERTIFICATE OF OCCUPANCY OPEN ITEMS PROJECT COTTAGE ON THIRD 850 THIRD STREET NEW SUFFOLK, NY PERMIT#44406 ENCLOSED l Balusters at Lower Stairs — Photo Truss Placard VF— Photo ,' � Affidavit of ECCC Compliance JUN g �024 Leakage Test Combustion Safety Testing Form Amended Plan — Finished Basement REScheck Finished Basement U B"E=64IuVERED`` ,Fin,al''S,CD;HS BOH,Suir.:vey— Completed once inspection of sanitary tie-in for new Pool House. P.O. BOX 256, NEW SUFFOLK, NY 11956 TEL 631.734.8416 SUFFOLK COUNTY TAX MAP *1000-117-8-7 ADDRESS: 850 THIRD STREET, NEW SUFFOLK, NY OWNER: THIRD STREET COTTAGE, LLC SITE AREA: 8420.E SF 86. 13 01SAPPROVAL � LOT COVERAGE: 1608 SF = 19.1% EXISTING 5870 14'r= 1924 SF = 22.85% PROPOSED -- W LL PROPOSED HOUSE = 1069 SF j 55G\�'"'� PROPSED PATIO PROPOSED GARAGE/POOL HOUSE = 480 SF `- m ON GRADE PROPOSED SWIMMING POOL = 375 SF }' t PERVIOUS PAVERS ZONING: R40 W LINE OF EXISTING STRUCTURE SITE PLAN DATA BASED ON SURVEY BY DONAL A. O'BUCKLEY LAND SURVEYOR 275, 11.7 J 2 5� r - DATED MARCH 27, 2017 to W STING (� } 5TR TORE 10.5' aTO BE RE OVED 6 I r IYI. 15' I _ NEST CREEK ~ w r cl i ! 7 SF I DESIGN I BUILD I REMODEL z O 0 EXI5TING I ! T i:G `Q Ln f'--- WOOD DECK ! I TO BE REMOVED I 0 I t ! jS o DRAWINGS: 25, _4 West Creek Builders,LLC GRASSYBUFFEROFAPPROX i X = Z ry 47.5' i 13. O I�, , 5 16'FROM EDGE OF ROAD 6 a 1z — - 3S'I PO Box 256 N ..,. ..,�: - - ::�c'.; LOC1A PAVEMENT TO PROPER New Suffolk, NY 1195E LINE IN L---- to Z S , I ! GRESES T 831.734.841E O PERGIEVED ! ! " ra F i;._-N-i�, :N SETBACK 1 ! �o : �N TO27.5' ----------I in _ I ! REVISIONS/ISSUE: 10.01.18 LINE OF 15TING ' 5T U T EXISTING i OL STRUGTURE , QUIP. To DRIVE WAY REMOVED "~ �.;; • ' NE � TO BE REM N � ' PROJECT: LOCATION MAP - - - - - - _ _ _ _ Cottage on Third, LLC N.T.S. — 24' 850 Third Street - -�-r- - _ J , w New Suffolk, NY N850 45'N EXI5TIN65HED TO BE REMOVED DRAWING: N PROPOSED SITE PLAN Proposed Site Plan PROJECT NORTH SCALE: 1 15' S1 i SUFFOUK COUNTY TAX MAP #1000-117-8-7 cq3 ADDRESS: 850 THIRD STREET, NEW SUFFOLK, NY 13ECEYVED OWNER: THIRD STREET COTTAGE, LLC MAY 10 2018 86.13 SITE AREA: 8420.E SF ZONING BOARD OF APPEALS � LOT COVERAGE: 1658 SF = 19.62% EXISTING 58TO 14'E OF 2145 SF = 25.47% PROPOSED of , % jZib PROPOSED HOUSE 1069 SF ; 1 BEf'TIG `--�'' PROP5ED PATIO = PROPOSED COVERED ENTRY PORCH = 84 SF CD ,�''—' , ON GRAD PROPOSED GARAGE/POOL HOUSE = 480 SF `.� PERVIOUS PAVERS ;ti PROPOSED SWIMMING POOL = 512 SF 1 l l r t IJHEOF G t 9 ZONING: R40 W p� GTURE a �\N, f SITE PLAN DATA BASED ON SURVEY BY DONAL A. O'BUCKLEY LAND SURVEYOR to 27'5 r DATED MARCH 27, 2017 STING 0 5 TURE I 1 10' _ TO B OVEt7 a F ' ! NEST CREEK ~ W N z ! t DESIGN I BUILD ( REMODEL 57ING OD DECK SE REMOVEv z�� DRAWNGS: 01 GRASSY BUFFER OF AP s a West Creek Builders,ttc Q r �' -' a�� I&FROM EDGE OF: X. fL i f� 3' PO BOX 266 LQi - N PAVEMENT TO PROPER ROAD 4�1• ! f Now Suffolk, NY 1195E - LINE INE ES Z I ! T 631.734.8416 n d i p 5" i+ t PERG�D A T8 CL _ ' r _ - -1 I fq I REVISIONS/ISSUE: ca _ 03.1Z18 0.7 ITJ t i UNE OF STING EXI5TIN6 Z i 5 UGTIIRE TRUGTURE , UIP. . .12h . _.- . STONE ;r ' IyEINAY TO BE REMOVED ' , PROJECT' LOCATION MAP — — — _ _ _ _ Cottage on Third, LLC N.T.S. ' — — — - $:r_ _ _ 24' 850 Third Street j NBj'O 45 -',� New Suffolk, NY � E�USTING SHED TO BE REMOVED t! DRAWING: � P 0 OS D IT � OAP Proposed Site Plan PROJECT NORTH SCALE: 1" = 1WEVIEWED BY ZBA SEE DECISION #># S 1 DATED lolp) != 10 1 2 3 ORIGINAL SIZE IN INCHES 11 LAND N/F .MALINOWSKI RECEIVED 1 1 MA 0 2018PC S87° 14'E 0 86.13 Z0N 14 _ �p`1 Zola rNc a ARD -- u a— a— n u— FAPPEgt� o77 VERY_IRREGULAR 6' WOOD FENCE G BOAS OF AAA MAP IN FENCE wi c 0�1� •• 3 5' 347 0 15.8' TIMBER CUR GRASS 0 ONE CURB ER 00 15.8'W m • W 11.7E c� ASPHALT DRIVEWAY •1 •STORY FRAME* GARAGE• • o a 15.8' ONE CURB 3 , CV ry W o 2 STORY. O ONE a • •FRAME • WOOD a .8 PATIO o �. •�,, �" . DWELLING , & Z Z .NO. 850 w W= B Zp d• • . . . . . . . . O Saw ELLAR I o '1 STORY FRAME' DOOR 4.2 W LO In 5.5'1N = 10.7 E � 9 gig STONE CURB 3 Q ASPHALT DRIVEWAY o STONE CURB 2.4'N 3.2 N .r o � 8 LL 6' WOOD FENCE, 0.3'W w a �.� 715.6-W — 0. S .— o -0.3'�� . 4' WOOD_FENCE -- _ 1.3 S --? 21/2 STORY & FRAME BARN C 85°45'W 86. 1�0 m� law N >;X �o 00 z 8 0 O oz o� Ore + o �-o � � 83 u � U) 0 W MAIN STREET eomiEm � �o a FINAL MAP 6�ao��� Up W2O REVIEWED B]BA SEE DECISION DATED ' ��M��zm ic-It4 o Z�N�Mf�lAfOI� CERTIFIED T0: DATE SURVEYED: MARCH 27, 2017 �, 0� �z DONALD BRENNAN AND JESSICA BRENNAN DONAL A. 0 BUCKLEY � ,A.0. PROFESSIONAL LAND SURVEYOR o CORNERSTONE LAND ABSTRACT LLC PRO167-17 45TH AVENUE xr V F WESTCOR LAND ABSTRACT, LLC FLUSHING, NY 11358 •� ° ' TEL 718-358-8114 � TAB( MAP FAX. 718-353-0938 a® SECTION 117 EMAIL• DOBUCKLEYOACLSNY.COM BLOCK 8 TOWN OF SOUTHOLD TITLE No. CL-15769-S ��` LOT-7 (AUNTY OF SUFFOLK STATE OF NEW YORK WN yc 11c, � TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON OCTOBER 31, 2018) SURVEY OF PROPERTY ° SITUATE DARK BROWN LOAM OLN10 NEW SUFFOLK WALTER & CARAN EF zo CWERTHMULLER 1 & CIL & ELLEN GOLDSTEIN TOWN OF SOUTHOLD ° 0 cwi PALE BROWN SILTY SAND SM SUFFOLK COUNTY, NEW YORK DWELLING ° 0 USES PUBLIC WATER 7 S.C. TAX No. 1000-1 17-08-07 ° �z 3 S 87° 14'00" ESCALE 1"=20' x o0 86. 139 JANUARY 17, 2019 e e w PALE BROWN FINE SAND SP a 22.4Ln Ln _ sT EL 4.3' TOTAL LOT AREA = 8,421 sq. ft. ° ^ c Ln x CONC.CE 2 Z 17' 0.193 ac. ° o MIN. 2.5'S. o.5 W L,3 w EL 2.1' I I 19.2' W N HIGHEST EXPECTED GROUND WATER ry�H p 0) TEST WELL No. USGS 4055072284001 S 6544.1 d _ n e 0 p t TEST HOLE C NOTES: m 21.3 N 1T 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM '. -m EXISTING ELEVATIONS ARE SHOWN THUS: AKz Q3 O 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE IS 1,250 GALLONS. PROP. GLEANOUT 1 TANK; 8' DIA. 4' LIQUID DEPTH CO PROP. B' 3. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. `/1 < ' — 11.7' :: :"�DRY!^II=LLDIA. X 7 DEEP 2 POOLS; 8' DIA., 6' DEEP 20.3 •:. ..?........ �:.... .: :: ....... a e r-- - .•..•...•.•..•..�....:�..�••� •••• �`••�•"� x 20.4 � � PROPOSED 50/ FUTURE EXPANSION POOL � • .•:.:•. .•:.•.•:..::::.•:.:•:.:..:•' w' Z °:::: :: :. 2Q2 z 3 o ; m :::�. :::: :::':; W ca �N PROPOSED 8' DIA., 6' DEEP LEACHING POOL ......::....(n �.......... . _ chi 0 w N — EXISTING GE55POOL V Qr-1$:: o'::: :: :: :::Tv. 111. . :::.u?: —� 'r ad° W ro BE_ :•: :: :: :: :p '::::::::d:: I x 20.2 ABANDONED :`.. •: PROPOSED SEPTIC TANK a w^ w U)V:1L::::::::i':'r: a �,z N:•::•:::•:•::•::. 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD p "" OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. ..:R . :. :. . . . : // e PROP 9� 4. p "' "' SEWE NE 5. THE EXISTING SANITARY SYSTEM IS TO BE ABANDONED. IT SHALL BE PUti PED CLEAN w a � �:•;::ly::•:::•::•::•:::::.:•:'::: LINE PROP Ot'ERH WIRfS �� w N ZSa : a :::: :: — GSEANOUr AND EITHER REMOVED OR FILED WITH CLEAN SAND AS PER S.C.D.H.S. SPECIFICATIONS. e•. W —_ DRAINAGE SYSTEM CALCULATIONS: ° .:::.%::. ::.:...... ' .. . ::..::::. . :. :. PROP ::... 6.0 O ::..22.5':.. ' ::: •WATE►2_ HOUSE ROOF AREA: 1,633 sq. ft. O a J0.4' LINE :: :::::::::::: : ::: :: 127`::rr: O " 1,633s . ft. X0.17 = 278 cu. ft. q 1� Z a —d_ .:. — p:. :.;.: .— 278 cu. ft. / 42.2 = 6.6 vertical ft. of 8' dia. leaching pool required ° __�— a: °® - + ..:.:..GIA5TO ":.; i PROVIDE (1) 8' dia. X 7' high STORM DRAIN POOL °' 'd '.a ,Y1""!.d'.'.�:.:':. OO ° PROPOSED d ° e •:!�. REATIO GARAGE ROOF & DTIVEWAY AREA: 1,633 sq. ft. :::•:;/STONE DRIVE ° `f d• . ': ::•::•F PL ROOM 1 e e eY'• f ° d' EL. 0.5:::: O 1,360 sq. ft. X 0.17 = 231 cu. ft. A :::: ;;:;:;;:;:; ( 231 cu. ft. / 42.2 = 5.5 vertical ft. of 8 dia. leaching pool required HEDG s N. PROVIDE (1) 8' dia. X 7' high STORM DRAIN P ��- ,e 4.1' E ANCE THE MINIMUM w Jlow: . PHALT DRIVEWAY tZ 0 0.8'S. W/CURB TO BE REMOVED PICKET FENCE PROPOSED L 0 T COVERAGE '�rT,JHE°I k AP "�SwESTABLISHED OP,m e G • r A 1 e , �s EXISTING 1 & 2 STORY HOUSEFENC a ,6R uAM i A . RI(STATE LAND XO tV 85 45 00 W� GAR+E, PORCH & DECK 86• 1 1.3'sE DESCRIPTION AREA / LOT COVERAGE TO BE REMOVED ..e °• Q O EXISTINGiSHED HOUSE WITH PORCH 1,153 sq. ft. 13.7% _ - ° Q TO BE � REMOVED r . } �• ° DWELLING GARAGE WITH i0 PUBLIC /FAIR 480 sq. ft. 5.7% * usEs , DoN 0 RECREATION ROOM KEITH HABER TOTAL 1,633 sq. ft. 19.4 l u o & ANITA HABER 8 4AAin ' N.Y.S. Lic. No. 50467 TO THIS SURVEY ALTERATION TI ADDITION Nathan Taft Corwin III O SECTION 7209 OF NEW YORK STATE COPCATION IES O LAW. Land Surveyor �Z COPIES OF THIS SURVEY MAP NOT BEARING K THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. LS. �� ONLY TO THE PERSON FOR WHOM THE TO SURVEY Joseph A. Ingegno LS. STREET IS PREPARED,AND ON HIS BEHALF TO THE TITLE 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 Fax (631)727-1727 IUTION.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 TEST HOLE DATA =* w '- (TEST HOLE DUG BY McDONALD GEOSCIENCE ON OCTOBER 31, 2018)° SURVEY OF PROPERTY DARK BROWN LOAM OL SITUATE WALTER & GARANO/FCE r=` -' ': _ � '- 1 r NEW SUFFOLK & CIL & ELLEN COLDS Y =� r:., �,� TOWN OF SOUTHOLD STET' t SUFFOLK COUNTY, NEW YORK ° y w ^ ' f PALE BROWN SILTY SAND SM DWELLING f USES PUBLIC WATER W ,' _ = S.C. TAX No. 1000-1 17-08-07 0 C 2 0: .:,�, r 7';...: ,.. SCALE 1"=20' 00 - S 870 14YO099 E _ _ x 86. 13' W JANUARY 17, 2019 PALE BROWN FINE SAND SP ° ° 22.4- EL_ 4.3, TOTAL LOT AREA = 8,421 sq. ft. d 0 _ x KADE NCE 17' 0.193 cc. •E ° 0 5' CONC. MON. 21Lz CO o MIN. 2.5's. 0.5'W.W 3 w EL 2.1 I I 19.2. W W Z N HIGHEST EXPECTED GROUND WATER o TEST WELL No. USGS 4055072284001 S 6544.1 NEST HOLE OR 00 NOTES: N 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: AKx 3 O 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE IS 1,250 GALLONS. PROP. GLEANOUT 1 TANK; 8' DIA. 4' LIQUID DEPTH a< ° 2o.s PROP.&'DIA. X 7'DEEP 3. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. �..... DRYWELL 2 POOLS; 8' DIA., 6' DEEP RECEIVE D ° .. cc Ell ...••................. •• .• .�`•"� x2O.4 a � PROPOSED 50% FUTURE EXPANSION POOL 3 n �? 3 O H :..:'�:: :: ':: : :::' 3 \W -3 ' �•Ul"" :::::::::: 0 a '�N PROPOSED 8' DIA., 6' DEEP LEACHING POOL FE U �+ �ry�� a. opO En N;1Y - ———, EXISTING G1=55POOL o V �.� �C):::. �i, L+1 .o ::N :�:; TO BE�ANDoNE '~ PROPOSED SEPTIC TANK V! ad z: �.J::::::.::tt x 20.2 ti "�.' k Q w W tf:IL:':i�a:'!:':7: '.`.;. A 4t j".ry_ n oz r'i N' ' _ - �'° . THE LOCH N OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD O Z .,� 4 ° o c� .I a:'•`:``•:'.'::'`•`:`• :D::::::::• :• :::`•`::`• ,,. 1; ''''`" " ='' ;��-'3°'OBS ATIONS AND/OR DATA OBTAINED FROM OTHERS. O 4. ::;:'0::::(:"`:`::'`::i —,SE OP. �, ,'` ;.�'• ''Y '.`• `-'`gin; _'`' S. THE�EX STING SANITARY SYSTEM IS TO BE ABANDONED. IT SHALL BE PUMPED CLEAN 0� _ �3 a•::iiic::::?..... - -LINE PROP. e :_'..-`,:1:,"' ,:. >�' H _ d o N r::I1' `' —=- GL4NOt1T, °; ` ' F `-'` AND EITHER REMOVED OR FILED WITH CLEAN SAND AS PER S.C.D.H.S. SPECIFICATIONS. O — o y DRAINAGE SYSTEM CALCULATIONS: ° o ... PROP. 6.0. - " "r.= a a• _ r�=`t f ::: ....:::.:: :::. ::. ::....:.... O '� 7, ;z: HOUSE ROOF AREA: 1,633 s ft. LINE �::: : 9.7::r': O q• '`""'`'""``' 1 633 s ft. X 0.17 = 278 cu. f . 278 cu. ft. 42.2 = 6.6 vertical ft. of 8 dia. leaching pool required • u °� . .` `:` a, `° n .J�' ........'6ARq `•..... D i PROVIDE (1) 8' dia. X 7' high STORM DRAIN POOL 6.b a. ..: PROPO .° : o •; SroNE DRIB d tl Tlo Roots L GARAGE ROOF & DTIVEWAY AREA: 1,633 sq. ft. °• ° —° VEWAY'" fQ• ' d. : ::f.fL. EL. O 1,360 sq. ft. X 0.17 = 231 cu. ft. 52 —s ... ra �; x »:s — e ° . 'f :;:;:;'24�: ;;;;;: ;:;: ' 231 cu. ft. / 42.2 = 5.5 vertical ft. of 8 dia. leaching pool required HE G 8 ""' ' N PROVIDE 1 8' dia. X 7' high STORM DRAIN POOL o 0.8 SE P T DRIVEWAY PROPOSED LOT COVERAGE PREPARED IN ACCORDANCE WITH THE MINIMUM SSS SfANDAFtDS AS ESTABLISHED wz W/CURB Tp{) d a O o BE REMOVED PICKET FENCE BY TH L.S. OVER• D ADOPTED `'y• " ` ° �-� ° N p�a s „ &IXIGTING 1 & 2 STORY HOUSE FENCE a RT14 RrATE LAND N 8 45 00 W ARAHE, PORCH & DECK 1.3's. DESCRIPTION AREA / LOT COVERAGE �� ��� T XQ YY TO BE REMO ( � Q "�° 86, 10' EXISTING SHED HOUSE WITH PORCH 1,153 s ft. 13.7%e n ° I) DWELLING TO BE REMOVED q' C r'C e dJ USES PUBLIC WATER GARAGE WITH , -r /0/F T- . > �,..•�..r.-,..� .._.. , � « RECR�A71015€ROOM 480 sq. ft. 5.7% ." A. HAB t'T a`' 4„^:,�5'..� ;:. r'� Y: O ER .c�� ; ';_ ;., T�L� 1,633 sq. ft. 19.4/ `�`_.- p & ANITA HAB ,- �� — F - w•ir t„'=,,, , ./ rY ,N.Y.S. Lic. No. 50467 P, TO THIS SURVVEY IS VI�An� FU1AlHDSAmGN Nathar�'—'�l�i1 Corwin III j+ SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. m_ Sr_. _ � .1 . ) 4 Land Surveyor o COPIES OF THIS SURVEY MAP NOT BEARING U t,y r�-3 �� '- a"- •••- '-^_'- THE LAND SURVEYOR'S INKED SEAL OR to C.;• ,`-° F P EMBOSSED SEAL SHALL NOT BE CONSIDERED Fj r. i E TO BE A VAUD TRUE COPY. Successor To: Stanley J. Isaksen, Jr. L.S. G r I !.. CERTIFICATIONS T HE INDICATED HEREON SHALL RUN Y 1 ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. •+r ,,-. /'^� MAI"� -� i' :mot. T I'• -tea•::•a 1 IS PREPARED,AND ON HIS BEHALF TO THE v STREET p 'Q•--I I' TITLE COMPANI',GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING ASSIGNEES LISTED HEREON AND er ra'r•..-��"';' �j�i•'•�•:_•?:'-'.%"•iP"��1' h `�t p 1 TO THE ASSIGNEES OF THE LENDINC'INsn- PHONE (631)727-2090 FaX (631)727-1727 ::.�'tF:e € E'.-:-...:��_-.'.••`'' :-':Yi�'i`' t`" ran t"Y�,° di`?t� TLMON.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 SURVEY OF PROPERTY SITUATE N/0/F J 7 NEW SUFFOLK o WALTER & CARANCE WERTHMULLER I l 1 TOWN OF SOUTH 0 LD & CIL & ELLEN COL OSTEIN SUFFOLK COUNTY, NEW YORK DWELLING 0 USES PUBLIC WATER I r S.C. TAX No. 1000-1 17-08-07 0oZ °14'00" E �(,�(1�� SCALE 1"=20' �Z� - S 87 86. 13 WU JANUARY 17, 2019 NOVEMBER 23, 2019 STAKE FOUNDATION E NCE DECEMBER 15, 2019 FOUNDATION LOCATION KAD l (/�• ( 1 v I 5S.ONC' MON. TOTAL LOT AREA = 8,421 sq. ff. . °., 2.5S. 0.5'W.w w 0.193 ac. ° U4 W � WZN 4 ° I N 00 ) NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM A :e 11.7' d r7 _ o rA w j Q N laU� � a �Q N 4 pa \N J w ^I t • .d U Q J o Z V0 4 DEC 16 2019 o O . • aQ 0 a LA- duo ° f .a N 3 °• °. ol O 3W O ° z %O� NI OI L / I NI 1�0 e Zp v/ PREPARED IN ACCORDANC THE MINIMUM NCE STANDARDS FOR As'ESfA9uSHED o 0.NC G e I`o PICKET FENCE BY THE LIJL D D SATCGPjID n SUCH N $5° s ff FENCE TTTIL'� EQ �`B `P'MP u�tN1� 45 00 W 1.3's. ; 86. 10' a �® USES DWELLING PUBLIC WATER DD KEITH HABER & o o ANITA HABER 'c. No. 50467 TOUNAMORIZEIDSURVEY ALTERATION TI ADDITION Nathan Twin III TO THIS SURVEY IS A VIOLATION OF O SECTION 7209 OF THE NEW YORK STATE o� COPIES "LAW. Land Surveyor Z 12 p COPIES OF THIS SURVEY MAP NOT BEARING W a! THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 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 Ingegn0 L.S. IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND rtre Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INS I— PHONE (631)727-2090 ' Fax (631)727-1727 TUfION.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 i i SURVEY OF PROPERTY SITUATE .coN/0/F NEW SUFFOLK WALTER & GAR.q]VCE HIERTHMULLER MAY U 7 2024 TOWN OF SOUTHOLD & GIL & ELLEN COL DSTEIN SUFFOLK COUNTY, NEW YORK W uSEs P"e'wAT SUFFOLK CO.HEALTH SERVICE OFFICE OF WASTEWATER MGMT' S.C. TAX No. 1000-1 17-08-07 °� • 4 � W S 87e 1 4'00" E SCALE 1"=20' 86.13 ' NOVEMBERJ 23, 2019ARY 1STAKE 1FOUNDATION FOOD DECEMBER 15, 2019 FOUNDATION LOCATION woDD aLL MARCH 29, 2021 FINAL SURVEY E cE MAY 15, 2023 UPDATE SURVEY ° I EXISTING C INC. MON. 2 .7 MAY 7, 2024 UPDATE SURVEY 1>1 e B' DIA. X 12' DEEP 2.5'S. O.S.W. , LEACHING POOL f1 • a TOTAL LOT AREA = 8,421 sq. . • d "� • ' � 0.193 cc. p �HOLE 0 N NOTES: EXISTING 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM ccoa,, 11SEP GALLON SEPTIC TANK 1 I EXISTING ELEVATIONS ARE SHOWN THUS: M-x / $ � �—� 2. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD cLEANOUT l j OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 24.4' 3. MINIMUM-SEPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE IS 1,250 GALLONS. 1 TANK; 8' DIA. 4' LIQUID DEPTH v` 4. MINIMUM LEACHING SYSTEM FOR A 4 'BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. C A 14.1' a 3 m z j \ 2 POOLS; 8' DIA., 6' DEEP Lai. 2o.2x �m o z a q YS 'a SEPTIC SYSTEM TIE MEASUREMENTS Li z tiL,,, W HOUSE HOUSE � NQ 4 CORNER QA CORNEROB f•J� a F Q SEPTIC TANK , �' L'- W� COVER 21 24.5 D �`? aVE c k e N 3 3 �� oa b31B' 14.6' LEACHING POOL u9 C) .2;z ga s SEWER LINE S� COVER 24' 37' r\ o ''`s e 0 10.9G 24.4' JUN. 1 8 202,q c' - ---__---- 1 2z7 CLEANDUj O TEST HOLE DATA ° Z --___ r � .— (TEST HOLE DUG BY A&DONALD GEOSCIENCE DR v Ay M I DiRr 1 STORY O ON OCTOBER 31, 2018) BUH,DBIG DEFT. DRMAY GARAGE & ai Lf) 0' ��✓S a''`] � � -_---- _7 __-_�_---_-� �N� �` RECREAT£ONzO OOM O POOL DARK BROWN LOAM OL L4 ----- W 22.7' S EQUIPMENT ---x- 7 7' (n ON CONC, SLAB 1' .,' .. c RZ 0.8'S. aiI 19.4 SET WOOD STAKE PREPARED WITH SURVEYS AS Q ED ' -.a'd p PICKET FENCE O.L.N. PALE BROWN SILTY SAND SM BY THE LIALS.AND APPROVED AND ADOPIED ° • a: 85e45'oo" ►A/ FOUND CONC. MON W. FOR BYATHE NEW YORK STATE LMID YY 0.2'S. 0.9'W. OggE () // DWELUNG PALE BROWN FINE SAND SP �� .�' TAF '•. usEs Pueuc WATER S10'I%; L:-OUIN T Y aEP�1Li; {�,L P,:'X 0" "'ALTH SERVICES • •• TDO'. O /. °D KEITHO/FHAB APPRCtVAL OF CONS ri-tiCe Ltd 1,L/OkKS FOR EL 4.3' n. j o & ANITA HABER A+SE•NLE FA�IL1 RE,�i1D�E�lCE AfC� EL 2.r 1sa a _. .- HIGHEST'EXPECTED GROUND WATER m TTI • / . TEST WELL No. NSGS 4055072284001 S 8544.7 y s ; %f : Q'N.?.S. Lic. No. 50467 oatQ:_ L - Ln� h TO THIS SUM ALTERATION VIOLATION ADDITION NathC_ , at , � rwin III g lUN e H. , Ref.No. 'F To UNAUTHORIZED RIZED IS A ON OR OF DI SEC1ON 7209 OF THE NEW YORK STATE ,� EDIIGTION LAW. � �1� Ra The sewage disposal and water supply facilities at.this location have been Lan �urVeyor' COPIES OF THIS SURVEY MAP NOT BEARING inspected and/or wertified"Iiy this Department or other a enties and THE LAND SURVEMS INKED SEAL OR g R M; EMBOSSED SEAL SHALL NOT BE CONSIDERED found to be satisfattory FOR A MAXIMUM OF�BEDROOMS TOTAL ` TO BE A VAUD TRUE COPY. •CEROFlCAIIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isakeen, Jr.L.S..,�.�•ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. STREET IS PREPARED,AND ON KS BEHALF TO THE MAIN . LEND eOa SITI caVERNMENTHE EOENGY AND Tile Su/veys-Su6dlvisions - Site Plans - Construction Layout TO THE SSGNEES OF N UT1ED HEREON,AHD CRA I G KN E P P it R, RE., CHIEF NIION L'�.UMCACAMON ACRE NOT 7NRRA NSFFIMM E PHONE (831)727-2090 Fax (531)727-1727 OFFICE OF WASTE, M A N A C F I% !N T THE EXISTENCE OF RIGHT OF WAYS OFFICES LOGITED AT MUNG ADDRESS .... µ��,j.1va..eu. a..u..Y r.Y,•D;.Js.Hv.w..w:,, ... 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 REScheck Software Version 4.6.5 Compliance Certificate Project Cottage On Third Energy Code: 2015 IIECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,080 ft2 Glazing Area 21% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 850 Third Street New Suffolk, NY 11956 Compliance: 8.9%Better Than Code Maximum UA: 405 Your UA: 369 Maximum SHGC: 0.40 Your SHGC: 0.19 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,080 30.0 0.0 0.035 38 Wall 1: Wood Frame, 16" D.C. 2,643 20.0 0.0 0.059 122 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 502 0.300 151 SHGC: 0.19 Door 1: Glass 56 0.310 17 SHGC: 0.21 Door 2: Solid 25 0.210 5 Basement Wall 1: Solid Concrete or Masonry 144 15.0 0.0 0.055 8 Wall height:8.0' Depth below grade: 7.2' Insulation depth: 8.0' Floor 1:All-Wood joistfFruss:Over Unconditioned Space 861 30.0 0.0 0.033 28 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The propoft building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory req ents listed in the REScheck Inspection Checklist. 9� . Name-TI ignature Date Project Title: Cottage On Third Report date: 09/05/19 Data filename: C:\Users\westc\Documents\REScheck\CottageOnThird.rck Page 1 of 9 REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 97.0% 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 & Re .ID 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 :energy code compliance for the U ;building envelope.Thermal ❑Not Observable ; ;envelope represented on ❑Not Applicable construction documents. 103.11 ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable U :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 Requirement will be met. 403.7 )sized per ACCA Manual S based Btu/hr Btu/hr :[]Does Not [PR2]2 Ion loads calculated per ACCA Cooling: Cooling: :❑Not Observable Manual J or other methods Btu/hr Btu/hr japproved by the code official. ; ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 13:1 Low Impact(Tier 3) Project Title: Cottage On Third Report date: 09/05/19 Data filename: C:\Users\westc\Documents\REScheck\CottageOnThird.rck Page 2 of 9 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1 ;,Conditioned basement wall ; R- R- ;❑Complies See the Envelope Assemblies [F04]1 insulation R-value.Where interior; R_ R- ;table for values. j insulation is used,verification I❑Does Not may need to occur during ;❑Not Observable ;Insulation Inspection. Not ;[]Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 ;Conditioned basement wall ❑Complies ;Requirement will be met. [F05]1 ;insulation installed per ❑Does Not v :manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.9 ;Conditioned basement wall ft ft ;❑Complies ;See the Envelope Assemblies [F06]1 :insulation depth of burial or :❑Does Not ;table for values. distance from top of wall. ;❑Not Observable ❑Not Applicable 303.2.1 IA protective covering is installed ❑Complies Requirement will be met. [FO11]2 to protect exposed exterior []Does Not insulation and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.9 ;Snow-and ice-melting system ❑Complies ;Exception: Requirement is [FO12]2 controls installed. ❑Does Not not applicable. r� If❑Not Observable j ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Cottage On Third Report date: 09/05/19 Data filename: C:\Users\westc\Documents\REScheck\CottageOnThird.rck 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. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;see the Envelope Assemblies 402.3.1, average). :❑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 :Requirement will be met. [FR4]1 .are determined in accordance ❑Does Not U :with the NFRC test procedure or ❑Not Observable taken from the default table. ' ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies :Requirement will be met. [FR23]1 :installed per manufacturer's ❑Does Not ;instructions. ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built I ❑Complies ;Requirement will be met. [FR20]1 :is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC []Not Observable 400 that do not exceed code ❑Not Applicable i limits. 402.4.5 p;p IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]z isealed at housing/interior finish ❑Does Not and labeled to indicate<_2.0 cfm leakage at 75 Pa. ❑Not Observable SSS ❑Not Applicable 403.3.1 :Supply and return ducts in attics ❑Complies ;Requirement will be met. [FR12]1 :insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ❑Not Observable R-6 where < 3 inches. Supply and , :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. 4031.3.5', " Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids ; R- R- ;❑Complies Requirement will be met. [FR17]2 above 105°F or chilled fluids :❑Does Not 3elow 55°F are insulated to >_R- i ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies :Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable j J❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ;❑Complies :Requirement will be met. [FR18]2 >_R-3. ❑Does Not ❑Not Observable ❑Not Applicable 403.6 (Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19]2 ;installed on all outdoor air []Does Not intakes and exhausts. []Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 1 .2 1 Medium Impact(Tier 2) :3' Low Impact(Tier 3) Project Title: Cottage On Third Report date: 09/05/19 Data filename: C:\Users\westc\Documents\REScheck\CottageOnThird.rck Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3:; Low Impact(Tier 3) Project Title: Cottage On Third Report date: 09/05/19 Data filename: C:\Users\westc\Documents\REScheck\CottageOnThird.rck Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies :Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. ,I ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood :❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable V :❑Not Applicable 303.2, ,Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.7 :manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the ❑Not Observable underside of the subfloor, or floor ;framing cavity insulation is in ❑Not Applicable contact with the top side of ;sheathing, or continuous insulation is installed on the j underside of floor framing and I 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 ❑Not Observable [IN3]1 ;exterior,the exterior insulation 1 requirement applies (FR10). ;❑ Steel ❑ Steel :❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 :manufacturer's instructions. [-]Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) '3 1 Low Impact(Tier 3) Project Title: Cottage On Third Report date: 09/05/19 Data filename: C:\Users\westc\Documents\REScheck\CottageOnThird.rck Page 6 of 9 EI.IR tion Plans Verified Field Verified Final Inspection Provisions Value Value Complies? Comments/Assumptions 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ; ❑ Wood ❑ Wood :❑Does Not table for values. 402.2.6 ;❑ Steel ❑ Steel ;❑Not Observable [Fill' UNot Applicable 303.1.1.1,;Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI211 ;Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 iVented attics with air permeable ❑Complies ;Requirement will be met. [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- ;❑Complies Requirement will be met. [FI3]1 :insulation >R-value of the UDoes Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies Requirement will be met. [FI17]1 :ach in Climate Zones 1-2,and PDoes Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.3.4 ;,Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI4]1 .cfm/100 ft2 across the system or ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable ;handler @ 25 Pa. For rough-in ; ; ; ;tests,verification may need to ; ;❑Not Applicable occur during Framing Inspection. 403.3.3 ;,Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies [F[27]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. 403.3.2.1 ;Air handler leakage designated ❑Complies :Requirement will be met. [FI24]1 ;by manufacturer at<=2%of ❑Does Not design air flow. -]Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ;Requirement will be met. [Fl9]2 installed for control of primary ❑Does Not heating and cooling systems and Not Observable 5 initially set by manufacturer to ❑ i code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies ;Exception: Requirement is [FI10]2 . on heat pumps. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies Requirement will be met. [Fl11]2 systems have automatic or ❑Does Not i accessible manual controls. � ❑Not Observable i ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Cottage On Third Report date: 09/05/19 Data filename: C:\Users\westc\Documents\REScheck\CottageOnThird.rck Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 ' ,All mechanical ventilation system []Complies ;Requirement will be met. [FI25]2 ;fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat []Complies !Exception: Requirement is [FI26]2 )through one-or two-pipe heating ❑Does Not not applicable. systems have outdoor setback control to lower boiler water ❑Not Observable j temperature based on outdoor ❑Not Applicable �temperature. i 403.5.1.1 j Heated water circulation systems ❑Complies ;Requirement will be met. [FI28]z I have a circulation pump.The []Does Not system return pipe is a dedicated 4 return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are Z not present.Controls for !circulating hot water system pumps start the pump with signal for hot water demand within the i occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and j no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies ;Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515. Controls automatically ❑Not Observable adjust the energy input to the heat tracing to maintain the ❑Not Applicable jdesired water temperature in the ?piping. 403.5.2 Water distribution systems that ❑Complies ;Requirement will be met. [F]30]z have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a !demand recirculation water !system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold j ;water piping to 1049F. 403.5.4 ;Drain water heat recovery units ❑Complies ;,Exception, Requirement is [FI31]2 !tested in accordance with CSA ❑Does Not not applicable. 1355.1. Potable water-side pressure loss of drain water heat []Not Observable recovery units < 3 psi for []Not Applicable individual units connected to one or two showers. Potable water- j side pressure loss of drain water heat recovery units < 2 psi for individual units connected to jthree or more showers. 404.1 ;75%of lamps in permanent ❑Complies Requirement will be met. [FI6]1 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable ; ;lighting. ❑Not Applicable 404.1.L.. Fuel gas lighting systems have ❑Complies ;Requirement will be met. [FI23]3 no continuous pilot light. ❑Does Not 49 ❑Not Observable j ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Cottage On Third Report date: 09/05/19 Data filename: C:\Users\westc\Documents\REScheck\CottageOnThird.rck Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value :Complies? Comments/Assumptions & Req.ID I: 401.3 I Compliance certificate posted. ❑Complies ;Requirement will be met. [FI7]2 i ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies Requirement will be met. [FI18]3, mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable j ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Cottage On Third Report date: 09/05/19 Data filename: C:\Users\westc\Documents\REScheck\CottageOnThird.rck Page 9 of 9 national gn c! November 7, 2019 West Creek Builders c/o Gary Steinfeld PO 256 New Suffolk, NY 11956 - Email:.pary aOwestcreekbuilders.com National Grid WO#T102249553—850 31 St, New Suffolk To Whom It May Concern: This letter is to advise you that the natural gas service line to the above location was physically disconnected on November 6, 2019. Please advise your contractor that care should be taken not to damage or remove the existing gas valve curb box. This curb box will be used in the future by National Grid to reconnect the gas servige line to this property. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, but not more than 10 working days in advance of starting work, not including the day the call was made. The number to call is either the nationally sponsored"811",or the local number for NYC/LI area, 1-800-272-4480.This confirmation letter of a gas cut-off does not relieve the excavator of making this"811" call. If you have any further questions, kindly contact me at 631-348-6150. Respectfully, Christina M. Bonelli Sr. Supervisor, Central Processing Gas Customer Connections t L4 t-t Ll zKe C& 44'-b" 11-6 1/411 56-113/4" — — — — — — — — — — — — — — --Q — — — - -- — — — — — — — — — — — — — — — — — — — — — — % -Z =77T BASEMEN SCALE: 1/4" = V Ir - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - FINISHED WALLS .4,1 1-112"RIGID FOAM AT FOUNDATION WALL —2M FRAMING PROJECT NORTH RIS STONE V400L INSULATION EGRESS WINDOW— 1/2"DRYWALL ----------- 4 l'-10 3/8" FINISHED FLOOR FINISHED 1-1/Z'RIC710 FOAM 3/4"PLYWOOD 5USFLOOR BASEMENT I FINISHED FLOORING WEST CREEK '-4 1/8" 23'-q 3/4" 1 l'-'l 5/4" PLAN I DESIGN I BUILD DRAWINGS 36 ,R ViE5T CREEK BUILDERS WASHER/ HW PO BOX 256 DRYER UP NEW SUFFOLK, NY 11 q5b MECH.ROOM clt tn EA c' ISSUE/REVISIONS UP 10.06.21 Yf — — — — — — — — — LL— �:w PROJECT L- — —— — — — -- - — — — — — — - — — — — — — — — — —— bl-bit COTTAGE ON THIRD ----------------- 850 THIRD STREET INSULATION I I NEW SUFFOLK, NY 11 cl5b R22.5 WALLS (2" RIGID + 3.5" STONE WOOL) 1000-11 11-b-11 d� - - - - - - - - - - 14) R30 CEILING (7" STONE WOOL) DRAINING R7.5 FLOOR (1.5" RIGID) .ki BASEMENT PLAN FIELD VERIFIED 684 MEETS OR EXCEEDS 2018 IECC AND 2020 ECCCNYS SO Al -B DO NOT F^ "dED WITH FRAf,41Nfl U'",'TIL SURVEY / SITE DATA PROJECT DESCRIPTION O FOU D N PP OVED0,1 HAS5CTM# 1000-117-b-7 -DEMOLISH EXISTING RESIDENCE AND STORAGE SHED PROPERTY: b50 THIRD 5TRE=T -CONSTRUCT NEW 24' X 44.5' 4 BEDROOM RESIDENCE W/ BASEMENT NEW 5UFFOLK, NY 11 c156 N53 0r? T l-6: 2 U,6-a N U4<ING'I'-O ERV4Z:LJ5'Ta,K ETA cV0� APPROVED AS NOTED OWNER: THIRD STREET COTTAGE, LLG -ZBA VARIANCE FOR NEW HOUSE SETBACKS - APPROVED (#-1193) DATE: 3 B. ZONING: R40 -NEW SANITARY SYSTEM A5 PER 5GOH5 APPROVAL FEE BY: Q ;r -REMOVE ASPHALT DRIVEWAY(5) AND CONSTRUCT NEW PERVIOUS NOTIFY BUILD114G DEPARTMENT AT ' 5-1802 8 AM TO 4 PM FOR THE LOT AREA STONE DRIVEWAY XLO LING INSPECT:DNS: TOTAL LOT AREA b,420.6 5F 0.1°i3 AG -EXISTING WATER, GAS, ELECTRIC UTILITIES TO BE CONNECTED TO NEW FOUNDATION - TWO REQUIRED r I` FOR POURED CONCRETE STRUCTURE 2. ROUGH - FRAMING & PLUM-SING 'C 3. INSULATION ON/Cg PROPOSED LOT COVERAGE 4. FINAL - CONSTRUCTION MUST PROPOSED HOUSE 1,068 5F BE COMPLETE FOR C.O.ALL CONSTRUCTION SHALL MEET T E OP P 2 REQUIREMENTS OF THE CODES OF NEW PORK STATE. NOT RESPONSIBLE FOR TOTAL 1 ,580 5F 18.'16% DESIGN OR CONSTRUCTION ERRORS. Must provide Manual LOCATION MAP D,J and S as per SURVEYOR NrT S• NYS Energy Code TEMP 51TE PLAN BASED ON SURVEY BY; NEW FENCE COMPLY WITH ALL CODES OF ,All exterior hgfi-Eln€; NATHAN TAFT CORWIN III LAND SURVEYOR POOL ENCLOSURE TEMPORARY ER05ION CONTROL NEW YORK STATE & TOWN CODES installed,replaced or 1586 MAIN ROAD, JAMESPORT, NY 11941 MEASURES DURING CONSTRUCTION AS REOU11; AND CONDITIONS OF repaired shall conform ELECTRICAL (4' HIGH) to Chapter 172 INSPECTION REQUI ED LIMITS OF CLEARING & GROUND �OUT�iOLDTOWwZBA ----- ------ --- — 86• 13' DISTURBANCE of the Town Code DATED JANUARY 17, 20 ___ _ _ ' ' ARD I ---- --------------� v S LIN 27-7 NEN I -BLJ TRUSS PLRCARDING 1113=171CD STORM kNATER CONTROL fY_ I I LP SANITARY LP I I+oV 8 2019 I_L.I i t SYSTEM - - PROP5ED PATIO i OCCUPANCY OR CONSTRUCTION ACTIVITIES: l _ ! - 1) INSTALLATION OF TEMPORARY ER05ION CONTROL MEASURES ! GATE TEST HOLE SOIL STOCK ON GRADE USE IS UNLAWFUL Moyer door as ! 5T �'3 PILE AREA PERVIOUS P,4yER5 I WITHOUT CERTIFICATE and ductwork PLUMBERCERTIFICATI N 2) DEMOLITION OF EXISTING 5TRUGTURE5 AND BUILDING COMPONENTS }. testingre uired. 3) EXGAVATION FOR NEW BASEMENT FOUNDATION TO DEPTH OF +/- 8' -- m - Q ON LEAD CONTENT BEFORE OF OCCUPANCY CERTIFICATE OF OCCUP NCY BELOW FINISHED GRADE _ L I NE OF EXIS ING r ON I SOLDER USED IN WA STG UR T R RUE 4) CONSTRUCTION OF NEW FOUNDATION AND PORCH 5TRUGTURE5 11-1 I o; Z ''... `"I DRAINAGE iNSI'ECTIONS ARE REQUIRED � Dyv �� 1���E3�j'�r1(� SUPPLY SYSTEM CANN T 5) CONSTRUCTION OF NEW RESIDENCE Z ___ _______T - ---------------- I contactTOSEngsne ring at EXCEED 0 --- -- -- - --- - , P! EI EE F 1°/ LEAD r-e w,b° ---- 2-4`----------------- i -- E3ackfill,On Provide Engineer s Certification F._L' _L":�- Nu VAST G � ul _R LINES 6) NEW SANITARY SYSTEM AND UTILITIES I --------- I that the drainag?hGs been in t�lied to Code. TESTl" G IBEFORECNEED l ERIN 7) CONSTRUCTION OF NEW 5WIMMING POOL AND PATIO -- --------------------- b) INSTALLATION OF NEW LAN05GAPIN6 PLANTS AND LAN5 AS REQUIRED I 1 2..T4 16' � �I�`": I EL.21.5 0, NI 9) REMOVAL OF TEMPORARY ER05ION CONTROL MEA5URE5 A- I 68 I __ ' ;� DAR1 BROWN LOAM OL WEST CREEK Z U o i V_ ! _ lL! EXISTING CE55FOOL STORM WATER AND POLLUTION CONTROL MEASURES: W t!— I TO BE PUMPED GLEAN '" 20_2 I PALE BROWN SILTY SAND 5M POLLUTION CONTROL MEASURES TO BE MAINTAINED IN ACCORDANCE Q I ° - --- -- O o „ � AND REMOVED , PLAN DESIGN BUILD WITH THE PROVISIONS OF THE TOWN OF SOUTHOLD, CHAPTER 236, LU EXI5TING I W PERVIous oN- ADE STORM WATER MANAGEMENT AND EROSION AND SEDIMENT STRUCTURE O PORCH ' 15', i o TO BE REMOVED I -� 32, I PALE BROWN FINE SAND 5P DESIGN D RANI I N G5 CONTROL MEASURES. Q STONESLgB Q ENTRY A- I EL. 4.3' WEST GREEK EXISTING WATER EPS PROTECT EXISTING VEGETATION TO REMAIN. / I 17 1) PR GA5 ------ 2) MINIMIZE THE LENGTH AND TIME AREAS ARE EXP05ED DUE TO OVERHEAD -`f - - --- ---- - PORGHGANOPY j I EL.2.1' 1q PO BOX 256 2'x 15' GLEARING AND GRADING. STABILIZE ALL AREAS THAT ARE GRADED AND ELECTRIC LINE I ________ in I HIGHE51 EXPEGTED GROUND WATER EXISTING WATER ' �_EXISTIN& TEST WELL NO. U565 40550-12284001 5 6544.1 N EN 5 U E FOLK, NY 11 q56 STRIPPED WITH TEMPORARY 5EEDING. LINE 3 D kNOpD DPCK I 3) DIVERT RUNOFF WATER FROM CLEARED 5LOPE5 AND MINIMIZE LENGTH - ---- r x 4D/.H TO BE Ri MOVED I TEST HOLE DATA N .T.S. AND STEEPNESS. LINE OF EXISTING TEST HOLE DUG BY MCDONALD GEOSCIENCE ENGINEER ,a-a sne^ ' ' 4) INSTALL ER05ION AND SEDIMENT CONTROL MEASURES AT PERIMETER STRUCTURE - L ___ I ENCOUNTERED UNTER OF DISTURBANCE AREA PRIOR TO START OF CONSTRUCTION AND 2018 -To BE REMOVED ; L9 F ►-GE � - NO O ED CONDON ENGINEERING, P.G. I ------------ - ! 199 GATE ------ ---- ' MAINTAIN THROUGH PROJECT COMPLETION. TABIL1zED ________________ 5T DING AREA 1755 5IG5 EE ROAD -------- I - I B :.. -- -- ----------------- - ---= 5) MAINTAIN STABILIZED CONSTRUCTION ENTRANCE. CON TRUCTION - --- - GON RETE WASH POOL b RETAIN ALL RUNOFF ON SITE ACCORDING TO LOCAL REGULATIONS. ENTRANCE DW ! !, PROPOSED DW „ ! EQu'P. J MATTITUGK, NY 11 q52 I ;/ r z(EXISTING ASP ALT DRIVE) I r 7) CONTROL DUST FROM CONSTRUCTION ACTIVITIES. STONE DRIVEyyA , rn EROSION & SEDIMENT CONTROL DETAILS S) CONTRACTOR 15 RESPONSIBLE FOR REGULAR MAINTENANCE AND ------I___ NEW FENCE NOT TO SCALE ---------- --- 155UE/REVISIONS INSPECTION OF ALL CONTROL MEASURES TO MAINTAIN PROPER — — — -------- --------- ----- &ATE 194 POOL ENCLOSURE SUPPORT STAKES* - - (2 PER BALE) PERFORMANCE. W -- , (4' HIGH) PERMIT SET 10.25. 1 q jL -—-—-—-—-— —- -—-—---.- _ `-------------- --------------J STRAW BALES-INSTALLED ,� SUPPORT STAKES'� 9) DISPOSE OF ALL SOLID WASTE AND DEBRIS ACCORDING A5 WELL A5 IL PERMANENT STORM SS° 45�W -----------_—_ ! CONTINUOUSLY AGAINST (@ 8'MAX.SPACING) E OF TOXIC AND HAZARDOUS WATTE ACCORDING TO LOCAL REGULATIONS. ---------' °LwNSFABRICLOPE FENCE Qq WATER CONTROL EXISTING SHED FIL7ERFABRICFENCE 10) MAINTAIN TEMPORARY FENCING WHERE REQUIRED FOR SAFETY AND MEASURE TO BE REMOVED $ MIN. PROJECT DEBRIS CONTROL. � � FILTER FABRIC FENCE 11) CONTRACTOR TO REPORT ANY MODIFICATIONS DETAILED CONTROL D, r FILL sL©PIti COTTAGE ON THIRD MEASURES. O t3AILBINDING— �d A i CTE° 850 THIRD STREET !mil S F EXISTING GROUND N E U FOLK, NY 11 q56 *USE 2"x 2"x 48"(t Wn WOOD OR DRAINAGE SYSTEM CONSTRUCTION NOTES EQUIVALENT STEEL(UORT)STAKES SCALE DRAINAGE SYSTEM CALCULATIONS NOTES SITE PLANPERMANENT STORM WATER CONTROL ROOF AREA - 1,168 5F -EXISTING 1 AND 2 STORY HOUSE, GARAGE, PORCH, AND DECK TO BE REMOVED TYPICAL DRYWELL DRAINAGE RING . 1,165 5F X 0.11 = 199 OF -PROPOSED SINGLE FAMILY DWELLING WITH BASEMENT 15 TO SCALE : 1" = 10'-0" NOT TO SCALE DRANIING 199/42.2 = 412 VERTICAL FT. OF S' DIA LEACHING POOL REQUIRED BE EXCAVATED AND A CONCRETE FOUNDATION 15 PROP05ED 51TE PLAN PROVIDE (2) b' DIA. X 3' DEEP DRYWELL5 FOR ROOF RUN-OFF -eRU,,O55 1N &R. W15'%FO`0L-T•19,,BE,E�CC�4�/ T€D,, -PROPOSED DRAINAGE DRYWELL5 TO BE EXCAVATED =III=- dr .-NEly 1p , =III_II �;%- r DRIVEWAY AREA = 1,0005F 111- III- -FILL TO BE FINE TO COARSE SAND A5 PER TEST HOLE i=il ®® ® � ® 1,000 5F X 0.11 = 1-10 OF 199 -AREA OF GLEARINGIDISTURBANGE = 7,500 5F GLEAN SAND —' � ®®® ® ��' 2' ',4',6' k; � ��;jr� AND GRAVEL 1�1=i ®®® ® _I= y I 1--h ® , TALLSEGTIONS a 110/42.2 = 4 VERTICAL FT. OF b' DIA LEACHING POOL REQUIRED -NO TREES TO BE REMOVED OUTSIDE OF LIMIT OF GLEARING & I=rl ® ® ®®® II=1iL ►- �� ` '''.. b'.n --- -ITI= III=1 ®®® ® � ® ® ® ® ®® PROVIDE (1) 5' DIA. X 4' DEEP DRYWELL FOR DRIVEWAY RUN-OFF GROUND DISTURBANCE LINE A5 5HOWN III-11- 1=1 I I—1 ®®® ® t � ® ® ® ® ®® IIL—III- ®®® ® ® ® ® ® ®® ill=ITI- �J 6�4/�<* I i=111= =1 I I=L ' w i IITiTiTlili ®® ® lilliiITr- �Q,OE"SiO" 24"MINIMUM TO GROUND WATER 1 WIND LOAD PATH CONNECTIONS GENERAL NOTES DESIGN CRITERIA 1. THE INFORMATION WITHIN TH15 SET OF CONSTRUCTION SQUARE FOOTAGE: 2080 5F INTERIOR DOCUMENTS 15 RELATED TO BASK DE51ON INTENT AND FRAMING 51MP50N L5TA20 GAUGE RIDGE STRAP DETAILS. THEY ARE INTENDED A5 A CONSTRUCTION AID, NOT A b31 5F UNFIN15HED BASEMENT AT ALL ROOF RAFTERS SUBSTITUTE FOR GENERALLY ACCCEPTED BUILDING PRACTICE AND TYPE OF COMPLIANCE WITH CURRENT NEW YORK STATE BUILDING COOE5. CONSTRUCTION: SINGLE FAMILY ICE AND WATER SHIELD UNDERLAYMENT 2. THE CONTRACTOR 15 RESPONSIBLE FOR ENSURING THAT ALL 24"FROM ROOF EDGE WORK, MATERIAL, AND EQUIPMENT COMPLIES WITH CURRENT CONVENTIONAL LIGHT FRAME SIMF50N H3 HURRICANE AS ALTERNATE FEDERAL, STATE, COUNTY, AND LOCAL CODES, ORDINANCES AND WOOD CONSTRUCTION 51MP50N H2 HURIGANE CLIP NAILED TO 1-2 AT INTERIOR REGULATIONS INCLUDING BUT NOT LIMITED TO THE NEW YORK FROM RAFTER TO5TUDATALLRAFTERS DE516N CRITERIA: PRESCRIPTIVE AS PER N.Y.5. RE51DENTIAL W/5-5d NAILS EACH END PROVIDE 8D COMMON NAILS @ 4"O.C. STATE UNIFORM BUILDING CODE AND THE NEW YORK STATE CONSTRUCTION CODE AND AMERIGAN FOREST AT EDGES OF ALL SHEATHING ENERGY CONSERVATION CODE. 2X6 @ 16"O.G.5TUD5 3. DESIGNER AND ENGINEER ARE NOT RESPON51BLE FOR PRODUCTS WOOD FRAME CONSTRUCTION OVERLAP BOX BEAM W/PLYWOOD SUPERVISION OR INSPECTION OF TH15 CONSTRUCTION PROJECT MANUAL FOR 1 + 2 FAMILY HOUSE PRESCRIPTIVE . SHEATHING AT TOP&BOTTOM METHOD 4. DIMEN51ONS SHALL TAKE PRECEDENT OVER SCALED ORAWIN65 - 1-1/2"WIDE/20 GAUGE METAL STRAP @ 48"O.G. DO NOT SCALE DRAWINGS. GROUND SNOW LOAD: 20 P5F METAL STRAP WRAPPED DOUBLE TOP PLATE 5. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM OF AROUND SILL PLATE 2b DAY STRENGTH OF 3000 P51. FIRST LEVEL: 40 P5F L.L. 1-1/2"NIVE/20 GAUGE METAL STRAP @ 48"O.C. LIVING AREAS: 40 P5F L.L. 6. DO NOT BAGKFILL AGAINST FOUNDATION ALL5 UNTILL FLOOR NAIL 5HEATHING TO SILL PLATE BEDROOMS: 30 P5F L.L. SYSTEM INSTALLATION 15 COMPLETE. DECKS: 40 P5F L.L. -\-2Xb ACG TREATED SILL PLATES 1. ALL PENETRATIONS BETWEEN LEVELS SHALL BE FIRE STOPPED. WIND SPEED: 130 MPH 5/b"X 12"ANCHOR BOLT @ 36"O.G.W/ AIR SEAL ALL EXTERIOR PENETRATIONS. FLASHING TO BE SEISMIC DESIGN CATEGORY: B WA°HER&3X3 BEARING PLATES PROVIDED AT ALL BREAKS IN ROOF LINES, CHIMNEYS, SKYLIGHTS, WEATHERING: SEVERE EXTERIOR DOORS, WINDOWS, DECKS, AND WHERE REQUIRED. b. NOTIFY ENGINEER IN WRITING OF ALL CHANGES PRIOR TO AND FROST LINE DEPTH: 36" DURING CONSTRUCTION. TERMITE: MODERATE TO HEAVY - DECAY: SLIGHT q. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE ICE SHIELD UNDERLAYMENT REQUIRED: YES, VALLEYS & PERIMETER NAILING SCHEDULE NECESSARY TO PROTECT DESIGNER, ENGINEER, AND OWNER. 10. CARBON MONOXIDE ALARMS SHALL BE PROVIDED ON EACH LEVEL WOOD FRAME CONSTRUCTION MANUAL, AMERIGAN FOREST & PAPER A550G. 2001 EDITION AND IN BASEMENT WHEN APPLICABLE. SMOKE DETECTORS ARE 51ZED FOR COMMON NAILS REQUIRED IN EACH BEDROOM AND EACH LEVEL OF DWELLING RAFTER/TOP PLATE 3-8d (TOE NAILED) ACCORDING TO NEW YORK STATE BUILDING CODE. CEILING J015T/TOP PLATE 3-bd (TOE NAILED) CEILING J015T/PARALLEL RAFTER 1-16d (FACE NAILED) GEILING J015T LAPS OVER PARTITION ?-16d (FACED NAILED) COLLAR TIE/RAFTER 2-5d (EA. END 1-1/4" STRAP) WEST CREEK . BLOCKING/RAFTER 2-bd (TOE NAILED) RIM BOARD/RAFTER 2-16d (END NAILED) TOP TOP PLATE/A� IN 4-16d (FACED NAILED) WIND- BORN DEBRIS PROTECTION PLUMBING RISER DIAGRAM PLAN DESIGN ( BUILD STUD/STUD 2-16d (FACE NAILED) NOT TO SCALE HEADER/HEADER 16d (FACE NAILED) TOP OR BOTTOM PLATE/STUD 2-16d (END NAILED) DESIGN DRANING5 BOTTOM PLATE/FLOOR JOIST 2-1bd (PAGE NAILED) 4" ROOF VENT J015T/5ILL, TOP PALTE OR GIRDER 4-bd (TOE NAILED) GLAZED OPENINGS TO BE PROTECTED IN ACCORDANCE WITH NE5T CREEK BRIDGING/J015T 2-bd (TOE NAILED) ASTM E1 qq6 AND ASTEM E1886 LARGE M1551LE TEST. BLOCKING/J015T 2-5d (TOE NAILED) STRUCTURAL PANELS TO BE PRE-GUT, LABELED, AND 3 PO BOX 256 BLOCKING/51LL OR TOP PLATE 3-16d (TOE NAILED) of LEDGER STRIP/BEAM 3-16d (FACE NAILED) MAINTAINED ON SITE. NEN 5UFFOLK, NY 11 q56 JOIST ON LEDGER/BEAM 3-SD (TOE NAILED) BAND J015T/JOI5T 3-16d (END NAILED) PANELS 5PAN5 < 4'0 WIDE BAND J015T/SILL OR TOP PLATE 2-16d (TOE NAILED) PLYWOOD ROOF DECKING bd @ 4" O.G. EDGE5, @ b" O.G. FIELD 3/4" (23/32") APA 4b124 SPAN RATED PLYWOOD SHEATHING ENGINEER STRIP SHEATHING bd (ONE/RAFTER) FASTEN STRUCTURAL PANEL TO BUILDING W/ #10X3" GALV. OR 1 1/2" 1 1/2" 1 1/2" 1 1/2" PLYWOOD WALL 5HEATHING bd @ 4" O.G. EDGE5, @ b" O.G. FIELD 55 SCREWS W/ WASHERS AT 16" O.G. OVERLAP OPENING 4" 1 1/2" 1 1/2" GONDON ENGINEERING, P.G. . . PLYWOOD 5UBFLOOR DECKING bO @ 6" O.G. EDGES, @ 12" O.G. FIELD 1 1/2" 1 1/2" LAV. (2 f.C. W.C. 1155 5IC75BEE ROAD ° ° ° ° WM I I SHOWER OR BATH SHOWER OR BATH SHOWER OR BATH SECOND FLOOR MATTITUGK, NY 11 q52 ° 1 i ° 211 1 1/2" 2„ 1 1/2" FRAMING NOTES 2" 3" 3" 2" I55UE/REY1510N5 I I 1. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH ° I I ° 311 PERMIT SET 10.25. 1 q STRUCTURAL GRADE #2 OR BETTER. I 1 I I 2. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND L - - - - - - - - - - O ° O O FLOOR OPENINGS OR A5 NOTED. PROJECT NOT TO SCALE 3. DOUBLE FRAMING UNDER P05T5 AND PARALLEL PARTITIONS OR A5 1 1/2" GOTTGE ON THIRD NOTED ON DRAWINGS. 1 1/2" 1 1/2" 4. PROVIDE 50LID BLOCKING FOR ALL JOISTS AND FLOOR BEAMS AT PANELS SPANS 4'0 OR WIDER W.C. 311 1 1/2" 1 1/2" 850 THIRD STREET MAXIMUM 8.0 FT ON CENTER. 3/4" (23/32") APA 48/24 SPAN RATED PLYWOOD SHEATHING W/ 2X4 LAV. I W.C. LAV. 5. SUPPORT ALL HEADERS 6.0 FT AND OVER WITH DOUBLE UPRIGHTS. STRONG-BAGK5 @ 24" O.G. 51ZE TO OVERLAP OPENINGS 4" AND NEI�t SUFFOLK, NY 11 q56 SUPPORT ALL HEADERS q.0 FT AND OVER WITH TRIPLE UPRIGHTS. FASTEN PLYWOOD TO 2X4 BRACING W/ #10X3" GALV. OR 55 5GREW5 SHOWER OR BATH FIRST FLOOR ALL HEADERS SHALL BE 51ZED AS NOTED OR MINIMUM OF 2-2Xb. W/ WASHERS AT 12" O.G. FASTEN STRUCTURAL PANEL TO 1 1/2" 3" 311 1 1/211 6. ALL PENETRATIONS BETWEEN LEVELS SHALL BE FIRE STOPPED. BUILDING IN/ #10X3" GALV. OR 55 5GREW5 W/ WA5HER5 AT 16" O.G. 3" 2" 11C.O. SG, LE AIR SEAL ALL EXTERIOR PENETRATIONS. FLASHING TO BE 311 3 N.'r'+CJ PROVIDED AT ALL BREAKS IN ROOF LINES, CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS, DECKS, AND WHERE REQUIRED. ° ° I I I°I 1°1 I I I I 1 1 I I 1 1 2X4 STIFFENERS 1 1/2" 1. NAILING SCHEDULE TO COMPLY WITH N.Y.S. ALL EXTERIOR NAILS I I I I I 1 I I I I TO HOUSE DRANING I 1 1 1 I I SANITARY SYSTEM NOTES TO BE GALVANIZED. i°i °i 1 1 I°i I°I b. FASTEN ALL FLUSH WOOD CONNECTIONS WITH RATED GALVANIZED I 1 1 1 1 1 I I I I 1 1 I I I I ASSEMBLE MULTIPLE SECTIONS WIM METAL CONNECTORS BY 51MP50N OR APPROVED EQUAL. (OPTIONAL) I I I I (OPTIONAL) Ic0i 101 101 IN/ 1/4" THICK BOLTS @ 2' O.G. BASEMENT F Yo``r ""' *"" : ,�''%'k'vTM q. NAIL PLYWOOD SHEATHING WITH bd @ 4" O.G. AT EDGES AND 6d @ 101 10I I I II II " ��& " 12" O.G. IN FIELD i i i i �.` -1. '- 41 4� 10. ATTACH ALL ROOF RAFTERS TO PLATE AND STUD WITH GALV. ;°; ;° ITI I I 1 10 ' 10 I ": p HURRICANE TYPE CONNECTORS. NOT TO SCALE -�.,, 11. MULTIPLE LVL MEMBERS SHALL BE COMBINED A5 PER 1684152 , MANUFACTURES RECOMMENDATIONS. ALL JOISTS, GIRDERS, AND HEADERS TO HAVE BEARING STIFFENERS AS PER MANUFACTURER. A 44'-6" DOUBLE LVL RIM ?'-b 1/4" 33'-5 3/4" J015T ABOVE WINDOW(TYP.) — — — — — — — — — — — — — — — — — — — — —I — — — — — — — — — — — — — — — — — — — — — — — — — — — nt ] ARE FOOTAG - - - - - - - - - - - - - - - - - - — 2 11-1/8' LVLFLU51 8 I �1 / -sQ 1=? 8"LVL FLUSH — — — — — — — 43'_2" 8"X16" POURED GONG. FOOTING I I I 4"THK. POURED I I DRgPPED I LOOR FOr ABOVE I I 1000 S F FIRST FLOOR I CONCRETE 5LAB T MU ROOM& FONDERRM. 15ET ON UNDISTURBED 501E W/(2)#5 ZQ (AL OW5 R FLUSH TILE) CONTINUOUS REBAR 936 S F SECOND FLOOR W/6X6, #10/#10 WWM D o 3'X 3'X 12" POURED GONG. I 4' X4'X12" POURED GONG. I J 147 SF FINISHED BASEMENT AREA "v PAD W/#5 REBAR 14" O.G. PAD W/#5 REBAR13" O.G. ? I I b"THK. POURED GONG. 2080 SF TOTAL GROSS HABITABLE Ua BOTH DR. W/3-1/2" O.D. BOTH DR. W/3-1/2" O.D. 51MP50N � Ua I I FOUNDATION WALL W/#5 REBAR BASEM NIFOUNDATION PLANm 5TL. PIPE COLUMN (TYP.) CONNECTORS m I 5TL. PIPE COLUMN (IT52.31/9.5) �� I @36" O.G. EACH WAY W/36" SPLICE -1 l I W/LIQUID APPLIED DAMPROOFING 831 SF UNFINISHED BASEMENT AREA SCALE : 1 4 — V-011 I • 8 10'-5 1/2" 10'-5 1/2"' 10'-5 1/2" 10'-5 1/2" r - - - - - - - - - --� -------- -, I ---------- - -------� I 9 78 S F BASEMENT I 5-1/2" X 11-7/3" P5L FLUSH HAM _ (2)#5 CONTINUOUS REBAR — _ — �t in 51MP50N ry TOP OF WALL ;. 51MP50N :'. ( .- LL GONNEGTOR5(IT52.31d1J_88�------ ------ 3-1/2" O.D. 5TL. i---__ G-ON40TOR5 -1I V-0 3/4" ------ PIPE GOLUM b'-1 1/4"�`-3'-q 3/16" q'_3'� '- 1 16" (MIT3511.88-2) -' r___ ___ ____ ___ _____� v� PAD JOISTS WHERE I I 5/5"X 12"ANCHOR BOLTS @ 25" O.G. REQUIRED TO MATC, AT VEND ZONES AND 2q" O.G. AT �? (3) 11-1/8" LVL 1ST FLR. ELEVATION I INTERIOR ZONE5 W/3X3X3/16" aW/(2)3/8"X11"51 L PL. P05T' o I METAL WASHER ' 3'X6.5'X12" P UREDGONG. I ABOVE' --co UP L -- ------------- - --- 12" FROM EACH CORNER o -""-- m _ -, PAD W/#5 REB R 14 O.G. I I I m I > I LONG DR. AN0I7" O.G. SHORT 01�. ►n I I i `�' I I EGRE55 WINDOW AND WELL 7 "' '� I '.' I ►; DIMEN51ON5 A5 PER CODE REaUIREMENT5 ( r 6_7 I in ' I 115-4 1/2" Eo I Le. �- - - - - - - — - - - - — — — — — —— — — — — —— — - - - - - - - --T- PROVIDE 51MP5ON#LU526Z(TYP.) 51MPSON GONNEGTOR 4'X 4' X 12" POURED GONG. 8 TR.WD. LEDGER BOARD PAD W/#5 REBAR 13" O.G. BOLTED W/ 1/2"LAGS I 2X8 @ 16"O.G. TR.NO. JOISTS BOTH DR. W/3-1/2" O.D. @ 32"O.G. STAGGERED �)ytv� 4)7`_ 12" DIA.X 3' DEEP EPDM & COPPER FLASHING GONGRETE FILLED C STL. PIPE COLUMN BONO TUBE(TYP.) �;n l WEST �� EK u` PLAN I DESIGN BUILD A DESIGN DRANINGS NEST CREEK 44'-6" PO BOX 256 1'-6 3/8" 14'-5 31b" 11'-q 1/2" 7'-5 3/4" 3'-3" PERVIOU55TONE POR H - ON GRADE NEN 5UFFOLK NY 11 q56 '0115' ENTRY PORCH ----- ----- ---------- ------------ - - - -41--- --'-- '--- ----� ENTRY PORCH CANOPY 2% 15' I TONE BLAB P RGH n------ -- - ----------- ---=STONE 5 B STEPS ------------ n n 1 - N I N E E R ' m I I (11 NO STEPS TW30410 TW3 410 TW30410 I ------- --- I PTO I I I 2x84 TW2 310 32x8 � 2 11-1/8" LVL HOR. 2) 11-18" LVLW/ 5/8"X11"5TL. imk2 -1T2''-L�1/ R GONDOLA ENGINEERING, P.G. ITS, x I I POWDER 1 '755 5165BEE ROAD 19 m � J o MATTITUCK, NY 11 q52 7ol o n DINING AREA - eENCHa 5 CL -A I 30'-8 1/4" I I I CABINETS LL o O _ r_ MUDROOM ® 5-7 ISSUE/REY15IONS m = �I m I ri ~I -I 6-83/4f = ry PERMIT 5ET 10.25. 1 q LL TALL TAL BATH (t1 �I v > � 14 � N �,A)EIINET CABIN T j- � XLy X: - I - — F�— N t m' 2'-4 1/4" (4'�1" ' = _ O PROJECT tt 18x84 ry 3VX0L — _ - - - -.T---- - (2) 11-18" L FLUSH `° IFIRST FLOOR PLA GOTTAGE ON THIRD :n I I I )2X6 P05T 3 1/2"X3-j/2"X3/8" 5TIL. (4)2X PO51 TO I N 0 l DW TO BEAM A GEES /(3)3/4" B. wALL/GOLUNINS 3'-6 1/8" 4' 3'-11" SCALE : 1/4" = V-011 I 850 THIRD STREET r 3' BELOW E GH LE BELOW °- II f— (3) 11;1i8_'LVL FLUSH W/(2) xi-Li5/8L. PL. — (3) 11-1� /8"LVL FL 5H W/(2) 1/2"X11 T — I O N EN 5 U F FOLK, NY 11 q56 51MP50N m 1000 SF FIRST FLOOR t11 � CONNECTORS p � o p (IT52.31/11.88) UP � v «' A ENTRY q'-1 314" - I oSCALE ►- -�I KITCHEN T �,� > GUEST 1 /4 — 1 -r - _ Ln o d, v co o @) QUEENF Ii — 14'-1 3/4" m "r- i- r BEDROOM #1 /2" LYL H 9-1/2" LYL H R (2 q 1/2" LV H R ( )q-1/2"LVL HDR - - - - - - � - - - RAN I N G TK 636 TK 636 W I I TW30410* TW30410* FOUNDATION PLAN EXTERIOR ALL W/SHINGLE SIDING 1 I 2X6 EXTERIOR ON 30# BLDG. PAPER ON 5/5" PLYWD. SHEATHING I I WALL CONS-RUCTION Ln ON 2X6@16" O.G. FRAMING. PROVIDE R-1q i i 't DENOTES FIRST FLOOR PLAN BATT INSULATION PER SPECS. EGRE55 WINDOW 4'-7 q/16" 5'-q 5/8" 4'-2 1/16" 7'-b" 15'-7 1/8" 6'-q 5/8" NOV 1 2 20119CS Rl PROJECT NORTHA 1 4- , `� y• 16 ► A 44'-6" 1'-6 3/all0. 16'-4 5/8" 15'-2" 5'-5" ol TN30410* TW3 410* TN30410* I TW 03o TW2836 TN2836 (2)9-1/2"LVL HDR I I )9 1/2" VL HDR..01 �? I BATH I I zm EXTERIOR WALL W/5HINGLE 51DING m o GUEST m - I N I I BATH ON 30# BLDG. PAPER ON 5/8" PLYWD. SHEATHING cmv I BEDROOM #3 0 0 I q,_1„ I I ON 2X6@16" O.G. FRAMING. PROVIDE R-19 �_ per_•O-Cx�aj II�� •° m(V`' I �,° °o o BATT INSULATION PER 5PEC5. vQ G 05ET 'T zO z O l SECOND FLOOR PLAN0 ° U U o STACKED ( X X 4 °SCALE 1 4" 1 -0" LA DRY X � I o I 30x80 .148x 0 DBL _ 30x80 28x80 _ box80 936 S F SECOND FLOOR 2 x8 HDR_ 12 HD — 2 2x8 HDR. — 2 2x8 HDR. — — — x8 HDR. _ — - -1/8" LVL RIDGE o cn PULL D wN 14LLIL ATTIG TAIR , m S G (LING � m Q� v ~ o 14'-2 3/4" v v CABINET m A v lv iv I 7 „ r = � ILI � p p j in2-1 111-101/4" BEDROOM * Q � iv PEN BELOW cv X m �_ iv I � xX oQ O -I 3=—L o QUEE o ~ GU 5T lz BEDROOM #2 I ON 12-1 1/4" q / " IVL H R J (2) 1 " LVL HDR ( )9 1/2" LVL HDR 9- " LVL DR TN30410* TW30410* TW3 41b* TNT3031 TN30410 TN30410* TW30410* DENOTES EGRE55 WINDOW 10'-3 1/2" 9'-1 1/8" 6'-9 1/8" WEST CREED-,K PLAN I DESIGN I BUILD DESIGN DRANIN65 NEST GREEK PO BOX 256 NEN SUFFOLK, NY 11 q56 ENGINEER CONDON ENGINEERING, P.G. 1155 5ICGSBEE ROAD 2ND FLOOR ROOF o MATTITUCK NY 11 q52 ASPHALT SHINGLE TYP. 12 lz ROOF al @) ASPHALT ROOF SHINGLES ON 30# BLDG. PAPER ON 3/4" PLYWOOD DECKING ON ISSUE/REVISIONS 2X10@16' O.G. ROOF RAFTERS. PROVIDE CONTINUOUS RIDGE VENTING PERMIT SET 10.25. 1 q RIDGE VENT 11-10' LVL RIDGE PROJECT ROOF PLAN GUTTER5 PROVIDE 4" K-57YLE ALUMINUM COTTAGE ON THIRD SCALE : 1/4" = 1'-0" cx EDGE OF EACH 5LOPING ROOF, 850 THIRD STREET CONNECTED TO DOWNSPOUTS 2ND FLOOR ROOF N EN S U F FOLK, NY 11 q56 �? AT APPROVED LOCATIONS ASPHALT 5HINGLE TYP. 8 12 � X SCALE 1 /411 = 1 ' DRANING SECOND FLOOR PLAN ROOF PLAN PROJECT NORTHA2 ROOF ASPHALT ROOF SHINGLES ON 30# BLDG. PAPER ON 3/4" PLYWOOD DECKING ON 2X10@16' O.G. ROOF RAFTERS. PROVIDE CONTINUOUS RIDGE VENTING EXTERIOR TRIM FRIEZE BOARD PROVIDE 1X PVC TRIM, 1X6 FASCIA& FRIEZE BOARD, AND SOFFIT W/CONTINUOUS VENT WHERE REQ'D. IT Hill I Hill 11 SHINGLE SIDING PROVIDE WE5TERN RED CEDAR SHINGLES ON 30# BUILDING PAPER ON 5/8" SHEATHING ON 2X6@16" O.G. FRAMING W/ BATT INSULATION 41111 WATER TABLE TRIM I WEST KE E K I I ROOF POURED CONCRETE FOUNDATION ( ASPHALT ROOF SHINGLES ON 30# BLDG. PLAN I DESIGN I BUILD I I PAVER ON 3/4" PLYWOOD DECKING ON I I 2X10@16' O.G. ROOF RAFTERS. PROVIDE I I CONTINUOUS RIDGE VENTING DESIGN DRANIN65 Hill INEST CREEK � EXTERIOR TRIM PO BOX 256 PROVIDE 1X PVC TRIM, 1X6 FASCIA& FRIEZE BOARD, AND SOFFIT NEIN SUFFOLK, NY 11 q56 IN/CONTINUOUS VENT WHERE REQ'D. R KE FRIEZE SHINGLE SIDING BOARD PROVIDE WE5TERN RED CEDAR ENGINEER EAST ELEVATION _ SHINGLES ON 30# BUILDING PAPER ON �I 5/8"SHEATHING ON 2X6@16" O.C. FRAMING GONDON ENGINEERING, P.G. SCALE : 1/4" = V-0" W/BATT INSULATION 1 �55 51G5BEE ROAD MATTITUGK, NY 11 q52 ENTRY CANOPY FRONT ENTRY CANOPY 3:12 ENTRY CANOPY W/TIMBER I BRACKETS AND ASPHALT SHINGLES 3:12 ENTRY CANOPY W/TIMBER MAXIMUM PROJECTION 21E' BRACKETS AND ASPHALT SHINGLES ISSUE/REVISIONS PERMIT SET 10.25. 1 q PROJECT WA ER TABLE GOTTAGE ON THIRD TRIM IPE DECKING ON TREATED STONE SLAB 5TEP5 FITY7 WOOD FRAMING 550 THIRD STREET NEN SUFFOLK, NY 11 q56 I I I I , I SCALE POURED CONCRETE FOUNDATION j 1 /4" = 1 I I I I ��- - - - - - - - - - - - - - - - - - - - - - - -- -- - DRAINING ELEVATIONS NORTH ELEVATION � ; ' GU�;, � SCALE : 1/4" = 1'-0" ROOF ASPHALT ROOF SHINGLES ON 30# BLDG. PAPER ON 3/4" PLYWOOD DECKING ON 2X10@16' O.G. ROOF RAFTERS. PROVIDE CONTINUOUS RIDGE VENTING EXTERIOR TRIM PROVIDE 1X PVC TRIM, lXb FASCIA& FRIEZE BOARD FRIEZE BOARD, AND SOFFIT W/CONTINUOUS VENT WHERE REQ'D. tn a� SHINGLE SIDING PROVIDE WESTERN RED CEDAR SHINGLES ON 30# BUILDING PAPER ON 5/8" SHEATHING ON 2X6@16" O.G. FRAMING W/ BATT INSULATION Hill I I I I I AI 1111111 11 111111 1 iIIIIII Hill 111 11 1 WATER TABLE TRIM I I (:E3 ' I EST CKLEK I , I I I I POURED CONCRETE FOUNDATION I ROOF P LA N DESIGN BUILD I I I ASPHALT ROOF SHINGLES ON 30# BLDG. PAPER ON 3/4" PLYWOOD DECKING ON -I - - - - - - - - - - - - - - - - - - - - — _ - - - - - - - - - - - - - - - - - - - - - - - - - I 2X10@16' O.G. ROOFRAFTERS. PROVIDE DESIGN DRANING5 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� CONTINUOUS RIDGE VENTING I NEST GREEK EXTERIOR TRIM PO BOX 256 PROVIDE 1X PVC TRIM, lX6 FASCIA& FRIEZE BOARD, AND SOFFIT N EVN 5U FFOLK, NY 11 q56 W/CONTINUOUS VENT WHERE REQ'D. ® 5HINGLE 51DING ENGINEER WEST ELEVATION RAKE FRIEZE BOARD PROVIDE WESTERN RED CEDAR SHINGLE5ON30# BUILDING PAPER ON GONDON ENGINEERING, P.G. SCALE : 1/4�� _ �.�—oii In 51b" SHEATHING ON 2X6@16" O.G. FRAMING 6 Hill III Hill I Hill I W/ BATT INSULATION 1755 5165BEE ROAD ENTRY CANOPY MATTITUGK, NY 11 q52 3:12 ENTRY CANOPY W/TIMBER ENTRY CANOPY BRACKETS AND ASPHALT SHINGLES I 3:12 ENTRY CANOPY W/TIMBER BRACKETS AND ASPHALT SHINGLES 155 U E/REVISION 5 ® PERMIT SET 10.25. 1 q 11 Hill Hill I IIII PROJECT WATER TABLE COTTAGE ON THIRD IPE DECKING ON TREATED TRIM WOOD FRAMING STONE SLAB 5TEP5 850 THIRD STREET NEN SUFFOLK, NY 11 q56 I i I 5GALE I I POURED CONCRETE FOUNDATION I 1 /4 1 I I ' - - - - - - - - - - - - - - - - - - - - - - - - I DRANING I ELEVATIONS SOUTH ELEVATIONA4ar } SCALE ■ 1/4 = 1 -0 - /v E VENTED RIDGE CAP (TYP.) TOP RIDGE 12 8 ASPHALT ROOF 5HINGLE5 ON 30# BLDG. PAPER ON 3/4" PLYWOOD DECKING ON 2X10@16 ROOF RAFTERS 3/4" . PLYWD. 5UBFLR. ATTIC d) TWEEN BRACING PROVIDE 2X4 BRACING AT 32" O.C. TOP 2ND FLR. PLATE 1011 CLOSET LNDRY. STAIR HALL - m ENTRY CANOPY 3:12 ENTRY CANOPY W/ TIMBER all TOP 2ND FLR. m - BRACKETS AND ASPHALT SHINGLES TOP 1ST FLR. PLATE - - - - - WEST CREEK. PLAN I DESIGN BUILD LIVING ROOM FRONT ENTRY CANOPY m DESIGN DRAl�lING5 WO IN15H FLOORING ON 3/4" 3:12 ENTRY CANOPY W/ TIMBER o RY BRACKETS AND ASPHALT SHINGLES kNE5T CREEK 5U OR ON TJI J015T5. SEE PO SOX 256 TJI FLOOR FRAME (5EE PLANS PLANe OR 51ZE OF STRUCTURE FOR 51ZE & SPACING) W/R-30 N EN 5 U F FOLK, NY 11 q56 INSULATION TOP m O 1ST FLR. — — — — — — — — — —� - — ENGINEER STONE SLAB STEPS - TOP FOUNDATION — CONDON ENGINEERING, P.G. 5IMP50N _ _ 1 �55 51G5BEE ROAD CONNECTOR (TYP.) 5-1/2" 4" P5L = o (2) 2X6 TR. NO. SILL FLUSH AM _ MATTITUGK, NY 11 q52 - _ .. W/ TERMITE SHIELD ' > - - �m � - ll FOUNDAT .L t A BASEMENT - _ -�1 i ;3 155UE/REYI5ION5 @36 O.G. EA �' _ 4 THK. POURED CONCRETE � T—LT� p �- PERMIT SET 10.25. 1 q W/ LIQUID AP b # SLAB W/6X6, #10/#10 WWM PROVIDE CONTROL JOINTS _ = PROJECT (2) #5 G � • P• �---� -�U-�-----�-U-� =-U- g0---�=.� - - - - COTTAGE ON THIRD =T��� �� °• •° �-�--= -�-�:�-�- =-� �—=--� --=—��_-�, �•� .�T� o �---� =� �—=-�- -�-=—��.-�� ° Off@ � �-��-�- �- •��- — — — � _ 850 THIRD STREET 5/8" X 12" ANCHOR ��- = — _ 0 — N EN S U F FOLK NY 11 q56 AT 8 E N D ZONE �NPIF, IL - -_ INTERIOR ZON I ki�1> II II II6h&l 5 TEO, GNO0 $E'�-�-�01 WO=l SGALE 12 FROM EA G i�l=1 H I E E3 I LEI I M I E� E� Em- DRANINO — -- SECTION BUILDING SECTION A O y SCALE : 3/8 = V-011 VENTED RIDGE CAP (TYP.) TOP RIDGE AT I G ' 5/4"T K. FLYV 0. 5UBFL,R. BETNEEN BRACING Ell TOP 2ND FLR. PLATE _ 6" GUE5T H L MASTER m BEDROOM #3 BEDROOM o co TOP 2ND FLR. `n TOP 15T FLR. PLATE WEST CREEK PLAN I DESIGN I BUILD DESIGN DR NING5 DI ING �- LIVING LINEN OL05ET BATH !NEST GREEK F A EA ROOM PO BOX 256 8 NEN SUEEOLK NY 11 q56 -1 nl/ I— L I TOP 15T FLR. - - ENGINEER TOP FOUNDATION _ CONDON ENGINEERING, P.G. • - 1 '755 51675BEE ROAD (2) 2X6 TR. Y ID. SILL TJI FLOOR FRAME (5EE PLANS AT NALL5 (TYP.) T T= - I = T T MATTITUCK, NY 11 q52 FOR 51ZE & 5PAGING) N/R-30 (2) 11 -7/8 LVL = � GN1 TERMITE SHIELD BA5EMENT U�E f -6--./ = Mda IN5ULATION � T- - � _ 3-1/2 O.D. STL. COLUMN 155UE/RE1/15IONS _ 4" THK. POURED CONCRETE N/ BASE PLATE ON 5-1/2" X 14" P5L — m __- I I—T IT SLAB N/6X6, #10/#10 NNM REINF. GONG. FOOTING T 1 L �'1 -� r� PERMIT SET 10.25. 1 g FLUSH BEAMI— TI I PROVIDE CONTROL JOINTS 40 =1 = __ _ PROJECT = I I COTTAGE ON THIRD - _-- 850 THIRD STREET --- 1 -4 N EN SU EEOLK NY 11 q56 TIC I � I PH _kM 1179 1 Ed I I Ti -�i , i � � >'� r'ill — — — SCALE hEH E:j ri =TEE1=1 I Ed I 1= — =i - SECTION .,",� .:O` f`a-•"TV•�1,1���'. BUILDING SECTION By SCALE : 3 8" _ V_011 .64