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HomeMy WebLinkAbout41150-Z ��Q�g11FF044^099y Town of Southold 12/5/2017 P.O.Box 1179 a - c' 53095 Main Rd �yay0� ��101 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39377 Date: 12/5/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 840 Southern Blvd, East Marion SCTM#: 473889 Sec/Block/Lot: 22.4-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/30/2016 pursuant to which Building Permit No. 41150 dated 11/9/2016 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: ONE FAMILY DWELLING WITH WOOD DECKS, OUTDOOR SHOWER, CONCRETE FRONT ENTRY, ATTACHED CARPORT AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Schuman,Gary&Cori of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0067 11-14-2017 ELECTRICAL CERTIFICATE NO. ) 41150 08-16-2017 PLUMBERS CERTIFICATION DATED / 06-08-2017 Brad Piecuch OA orized Signature o�SUF j�ca TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41150 Date: 11/9/2016 Permission is hereby granted to: Dzenkowski, Alice Rocky Point Rd PO BOX 75 East Marion, NY 11939 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 840 Southern Blvd, East Marion SCTM # 473889 Sec/Block/Lot# 22.-1-15 Pursuant to application dated 9/30/2016 and approved by the Building Inspector. To expire on 5/11/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,720.00 CO -NEW DWELLING $50.00 $2,770.00 Building Inspecto Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 44340 �� -�/V� �Ly� , G:)5T"eq k(0Ij House No. Street Hamlet Owner or Owners of Property: 4�4:2V 2e' 42SAPy �U Suffolk County Tax Map No 1000, Section Block Lot l� Subdivision Filed Map. Lot: Permit No. , so Date of Permit. Applicant: ��L/ i f 4 LE.[<j Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ ems mo - 46/ Pelican Signature pF SO(/Ty®l® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G iQ roger.richerta-town.southold.ny.us Southold,NY 11971-0959 c®UNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Schuman Address: 840 Southern Blvd. city:East Marion st: New York zip: 11939 Budding Permit#: 41 150 Section: 22 Block: 1 Lot. 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MJM Electric License No: 42868-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 33 Ceiling Fixtures 16 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 12 Wall Fixtures 16 Smoke Detectors Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 43 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 2QA Emergency Fixture Time Clocks Disconnect 200A Switches 54 Twist Lock Exit Fixtures TVSS El Other Equipment: 3- Exhaust Fans, 1- Range Hood, 1- GFCI Circuit Breaker, 1- Well Pump, 6- ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: August 16, 2017 0-Cert Electrical Compliance FormAs 4L Certificate of Compliance .............................................................................................. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 . .. . . .. .... ... ... ... CERTIFIES THAT Upon the application of Upon premises owned by Custom Island Homes Schuman Residence PO Box 842 840 Southern Blvd West Hampton Beach, NY 11978 East Marion , NY 11939 Located at: 840 Southern Blvd, Fast Marion , NY 11939 Application Number#: 17-44645 Certificate#: 17-44645 Electrical License M Suffolk 42868-ME Section: Block: Lot: Building Permit#: House#41150 Pool #41435 Described as a Residential occupancy, wherein the premises electrical system consisting of electri6al devices and wiring, described below, located in/on the premises at: JNew House w/Service Equipment and Inground Swimming Pool P IV A visual inspedtion of the premises electrical system, limited to electrical devices and wiring to the extent detail,C-d herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administrati2n, or other authority having jurisdiction, and found to be in compliance therewith on the 12th day of July 2017 Name QTY Exhaust Fan - 15 Amp, 120V 3 ARC-Fault- 15 Amp, 120V 6 Pool Light Fixture - 15 Amp, 120V 1 Duplex Receptacle - 15 Amp, 120V 28 a Exhaust Hood -20 Amp, 120V I Smoke Detector- 15 Amp, 120V 1 ARC-Fault-20 Amp, 120V 1 GFI Circuit Breaker-20 Amp, 120V 1 Electrical Inspector: Anthony Giordano LEa�L�0 95 \\\��.................... ............ D 0= a1:APPROVED; SEP I .......... DEPT. OWN OF SO OLD This certificate is not valid unless raised seal is present. c Certificate of Compliance CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 _ ... ...... . . ... .......................................................................................... ... CERTIFIES THAT Upon the application of Upon premises owned by Custom Island Homes Schuman Residence PO Box 842 840 Southern Blvd West Hampton Beach, NY 11978 East Marion , NY 11939 Located at: 840 Southern Blvd, East Marion , NY 11939 Application Number#: 17-44645 Certificate #: 17-44645 Electrical License#: Suffolk 42868-ME Building Permit#: House#41150/ Pool Section: Block: Lot: 1435 Name QTY UG Service Feeder-200 Amp, 240V 1 Well Filter Circuit-20 Amp, 120V 1 Electrical Inspector: Anthony Giordano APPROVED:o€ ° '0j This certificate is not valid unless raised seal is present. ® [ECrR0'V[E DD 5 E P 12 2017 BUILDING DEPT. TOWN OF SOUTHOLD 1 Certificate of Compliance l) CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE �I AMITYVILLE, NY 11701 P: (.631)..5.9.8.-.561.0 CERTIFIES THAT Upon the application of Upon premises owned by Custom Island Homes Schuman Residence PO Box 842 840 Southern Blvd i West Hampton Beach, NY 11978 East Marion , NY 11939 Located at: 840 Southern Blvd, East Marion , NY 11939 Application Number#: 17-44645 Certificate #: 17-44645 Electrical License #: Suffolk 42868-ME Building Permit#: House#41150/ Pool Section: Block: Lot: 1435 Name QTY Dryer Circuit- 30 Amp, 220V 1 Furnace Circuit- 15 Amp, 120 V 1 GFI Receptacle - 15 Amp, 120 V 12 Incand. Fixture - 15 Amp, 120V 55 Meter- 200 Amp, 240V 1 Motion Light Fixture-15 Amp, 120V 1 Pool Panel -30 Amp, 240V 1 Pump Motor Circuit-20 Amp, 120V 1 Service Disconnect-200 Amp, 240V 1 Switch - 15 Amp, 120V 42 Time Clock-40 Am 22.0V 1 Amp, Electrical Inspector: Anthony Gio ano -° APPROVED of 6 E P 12 q'IryI,,2017 /Illlllllllll\d\\\ 1 B .DINd ificate is not valid unless raised seal is present:- r r Town hall Anne r!��d _ - -- - Telephone(631)-765-1$02 54375 Main Road Fax(•631),765-95-02 - P.a_Box 1179 G Q Southold,New York 11971-0959 COU BUII.DING DEPARTMENT '�" L 1 TOWN OF SOUTHOLD 1 2p JUN - 8 - 17 BDG DEPT. TONT OF Ot1T°ROL� CERTI'FICAT'ION Date: .&18117 Building Permit No. x&150 Owner: (Please print) Plumber: &A Pi ecuch (Please print) I certify that the solder used in the water supply system contains less than_ 2'/10 of 1% lead. -(Plumb_ ers,Signature)'= Sworn to before me this '1 day ofMAV\. — 20j_�' _ CONNIE D.BUNCH Notary Public,State of New York V`ti PNo.01 BU6165050 Qualified in Suffolk County Commission Expires Aptil 14,2 � Not Public� Count u'Y � Y - SO(/Tyolo Comm,�`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLRG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: . 41 0 v� '�� Lordl A014,V/ kt - v kem DATE ® � I( � INSPECTOR `I�O OF SOU o�� Tyo o�'YOOUM`I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION . [ RAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE RICAL (FINAL) REMARKS: Stf ' IVO at. me� P�c M. !2 —nw-,,000i (to 14�4 pm�' u bool K DATE INSPECTOR too 61 zoo U 4lep , o�b 2k/Z 7D ZL/L--lc� OE SOUryo6 Ito d TOWN OF SOUTHOLD BUILDING DEPT. 7'65-1802 INSPECT10" N [ ] FOUNDATION IST [ ] ROUGH PLRG. [ ] OUNQATION 2ND [ ] INSULATION [. C RAMINPSTRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE RICAL(FINAL) REMARKS: StdWI'PA OV, Inos LVI/S �. ' r� ' tz DA'C'E INSPECTOR ,�wz laF SOUTyolo cou l TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR SOUTy �o� olo cout 1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECPON [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / ST_APPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL TRICAL (FINAL) REMARKS: � � '� ovp tuv� DATEJA INSPECTOR 5_O �Of so �o� opo cou �o � e TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [4"RIN OUGHPL13G. FOUNDATION 2ND [ SULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE_& CHIMNEY [ ] E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: '�iyzcoA V Q X, - ��) w A4r> C �q ,IM 0 DATE(3 5�4 INSPECTOR ' 50UTyolo 1 � ,✓ � ��'y�OUNi`I,Nc� of TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL) REMARKS: DATE �� INSPECTORS, �� "ISS Of SOU H O i UMV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION '[ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL Alb [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIL (FINAL) REMARKS: Div 1 TfA 7� DATE I3 INSPECTOR FIELD INSPECTION • • • COMMENTS f� MMEEnt WA FOUNDATION (IST) FOUNDATION (2ND) e Iremy,1204 FM. ROUGH FRAMING& PLUMBINGMR _ r �17 INSULATION PER N.Y. STATE ENERGY •D =,,TV- p • .� �i� f-m m 511 ADDITIONAL COMMENTS _ Moo i `' / J 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 a Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 'Single&Separate Storm-Water Assessment Form Contact: _ Approved 9—,20_' Mail to: Yaut 404 Disapproved a/c Phone: X31- ??- 'I Z4 Expiration ,20 Buil 91 pe for LICATION FOR BUILDI J SEP 3 0 2016 Date , 20 t� INSTRUCTIONS a. ThisBrjgtgJNGD3aMe completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has',not,commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning.amendments-or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings,.additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises eel—rO �Aky 0CWUWA , (As on the tax roll or latest deed)- If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No: Other Trade's License No.':, ' 1. Location,.of land on,which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block (nl Lot �� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 4�Eje-- o ��5 ® b. Intended use and occupancy �� �� � ►��: /r 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work �+ (Descripti 4. Estimated Cost � � Fee � � � :✓� 't'e (to-be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories_., 8. Dimensions of entire new construction: Front Rear 'Depth "'43 Height Number of Stories 9. Size of lot: Front �0��g t Rear OZ JS j Depth 4�6. 6�`/f 10. Date of Purchase Q@& l Name of Former Owner - T .__.r 11. Zone or use district in which premises are situated 12. Does proposed construction violate an7zing law, ordinance or regulation? YES NO13. Will lot be re-graded? YES NOill excess fill be removed from premises? YESjV/NO r A /2vl 14. Names of Owner of premises C. 2(2%�AGdUl?GO Address 9Q4 Phone No.Wz— -gFT6!9 Name of Architect Address Phone No 1631—4n'& Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V1 * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY��REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO / * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO V` * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and thaQ0NNEr•0.j0ltH performed in the manner set forth in the application filed therewith. HQtery PLIblic,State of New York No,of eumso50 Sworn to before me thi /_n,, QuaRfled In Suffolk County WA day of 40G�' 20 //d l� C mission expires April 14, i N--F -K S&A�I — Notary Public V Signature of Applicant Scott A. Russell 011 U � `��� STOJKN[WA\'TJER, SUPERVISOR MAN A\GIEI�M[IENT SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 �koj Town of►S'o u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) ' /ped-_03 2010 DOES =S PROJECT INVOLVE ANY OF THE FOLLOWING: OWING: Yes Ilk (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more op 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. ❑R(C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑VD. 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. 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 (Proper t Design Professional,Agent.Contractor,Other) S.C.T.M. ": 1000 Date- !! Disti iu /� /� / NAME f ��/�`!r[C� �ilr 0/ I`� 2% Section Block Lot i FOR BULDIING 1JL:P R I MEET U4_, 0 SLY Contact Information Reviewed By: — — — — — — — — — — — — — — — — — — Date. Property Address/ Locationof Construction Work: — — — — — — — — — — — — — — — — — VD. ❑ Approved for processing B ermR- Management�y�/ Stormwater Management Contontrolof PPlan Not Required i Stormwater Managcmei;t Control Plan IJ Required (Forward to Engineering Department for Review) FORM " SMCP-TOS MAY 2014 APPLI rop_: NT S.C.T.M. #: 1000 (Proper er,Design Professional,Agent,Contractor,Other) D..", 13SUFFQ/� CHAPTER 236 22 5 �a Stormwater Management Control Plan CHECK LIST NA Section Block Lot b SMCP Plan Requirements. Provide ONE copy of the BuildingPermit Application.a&l Date: The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checkhstl I. A . ite Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items. YES O NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 0 DRAINAGE INSPECTIONS-ARE REQUIRED b Total Site Acreage. Contact TOS Engineering at 765-1S60 before c Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2) 77 FV97 d Test Hole Data Indicating Soil Characteristics&Depth to Ground Water e. Limits of Clearing & Area of Proposed Land Disturbance. 0 (Sd f. Existing & Proposed Contours of the Site (Minimum z intervals) 0 i D'; g. Location of all existing & proposed structures, roads, NOV2016 driveways, sidewalks, drainage improvements & utilities. h Spot Grades & Finish Floor Elevations for all existing & O proposed structures. IIIo I Location of proposed Swimming Pool and discharge ring. 0 G p, }}� �-- LlGOF SOUTHOU Location of proposed Soil Stockpile Area(s). k Location of proposed Construction Entrance/Staging Area(s). I Location of proposed concrete washout area(s). nn. Location of all proposed erosion&sediment control measures. 2. Sto,mwater Management Control Plan must include Calculations showingSEDIMENT CONTROLS that the Stormwater improvements are sized to capture,store,and infiltrate Shaff include but not be limited to: on-site the run-off from all impervious surfaces generated by a two(21 inch Well maintained Construction E ntranrp rainfall /storm event ire Backed Silt Fencing,Sta 3. Detaib&Sectional Drawings for Stormwater practices are required for approval. Seeding of exposed an dlor inactive 694S. Items requiring details shall include but not be limited to: a Erosion & Sedii7ient Controls. R b. Construction Entrance & Site Access. 0 c Inlet Drainage Structures (eg.catch basins,trench drains,etc) 0O� d. Leaching Structures (e.g. infiltration basins,swales,etc.) 0 I till 1, laltil:l.l' ; K" DLP t ", -,N" L)SE ONLY l Additional Information is Required. Reviewed & i Stormwater Management Control Plan is Not Complete. Approved By.. — — — — — — — — — — — — — — — — — — — — — — — — 1 Stormwater Management Control Plan is Complete. Date /d y 66 i SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 i so�,lyo` Town Hall Annex 7 [ Telephone(631)765-1802 54375 Main Roadg,a� Q P.O.Box 1179 G, • O roger.richert(a)Iown Road (631)7 Southold,NY 11971-0959 I BUILDING DEPARTMENT i TOWN OR SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: i"ll / ,% �//?�� �/ Date: Company Name: Name: i License No.: Address: Phone No.: JOBSITE INFORMATION: (`Indicates required information) *Name: f Idl QU A4 A P ' *Address: �` `�'� s' a �� �,� , ✓ f�G.�b. �A✓% a��ou *Cross Street: ' i *Phone No.: Permit No.: 1P (V Tax-Map District: 1000 Section:— ' Block: Lot: �s *BRIEF DESCRIPTION OF WORK(Please Print Clearly) i c✓ ,. tPfease - , Is job ready for inspection: YES/ POO Rough In Final *Do you need a Temp Certificate: NO Temp Information (If needed) *Service Size: 613hase 313hase 100 150 �00 300 350 . 400 Other 1 *New Service: Re-connectndergroun Number of Meters f Change of Service Overhead �� Additional Information: PAYMENT DUE WITH APPLICATION 6b Xo f 82-Request for Inspection Form f`� l � A i - TOWN OF SOUTHOLD, NEW YORK DATE Q t 9DAr 12, 197; ACTION OF THE ZONING BOARD OF APPEALS Appeal No.1671 Dated September 18, 1972 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Andrew DZenkowski Appellant R081W Point Road East Marion, New York at a meeting of the Zoning Board of Appeals on October 12, 1972 the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property ( ) Request for a special exception under the Zoning Ordinance (X) Request for a variance to the Zoning Ordinance 1. SPECIAL EXCEPTION.By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article ................... Section .................... Subsection .................... paragraph ................... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 7130 P.M. E.S.T.4 upon application Of Andrea Dseukowski, Rocky Point Road, Fust Marion, Now York, for a variance in accordance with the Zoning Ordinance, Article III, Section 301, for permission to divide property with less than 40 000 sq. ft. Location of propertyt Lots 1, 10, ll, 12, 133 and 15, Map of Aqua VBew Park, East Marion, New York. Fee paid 15.00. 2. VARIANCE.By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because SSE REVERSE (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because SEE REVERSE and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector ( ) be confirmed ( ) be reversed. SEE REVERSE ZONING BOARD OF APPEALS FORM ZB4 Marjorie MaDermott, Secretary Southold Town Board of Appeals After investigation and inspection the Board finds that applicant requests permission to divide property with less than. 40,000 sq. ft. Location of propertys Lots 19 10, 11, 12, 13, 14 and 159 Map of Aqua View Park, East Marion, New York. The Board finds that the seven lots of the fifteen late On the filed map became substandard by virtue of the December, 1971 amendment to the Zoning Ordinance. The lots, in question, range from 32,319 sqs ft. to 36,950 sq. ft, in area. The map was approved by the Planning Board, the Department of Health, and the Department of Environmental Control, in July, 1971. Health Department approval has been extended to September 1973. It was not included in the exempt map list. The Board finds that there could not be a change of zone as there are no lower zones to which it could be changed. The Board agrees, with the reasoning of the applicant. The Board finds that strict application of the Ordinance would produce practical diffioulties or unnecessary hardships the hardship created is unique and would not be shared by all properties alike in the immediate vicinity of this property and in the same use distriots and the variance will not change the character of the neighborhood, and will observe the spirit of the Ordinance. THEREFORE IT WAS RESOLVED Andrew Dsenkowski, Rocky Point Road, East Marion, New York, be GRANTED permission to divide property with less than 40,000 sq, ft. Location of propertyi Lots 10 100 11, 120 13, 34 and 15, Map of Aqua View Park, East Alarcon, New York, as applied for. Vote of the Boards Ayess- Meserss Gillispie, Hulse, Doyens 3, /,5P7� G/I.P'I 495 R ,y P9"L7'✓1 C•'E -9 64 L'9 ` 30+ � >L , � 1 I25t9 /2519 .519 IZS,lS it ,,.elb I /2,f/J 7/_e 7- 1 1 y, I I f N•29s.'l�W E' �( i f �" � `0`I � e: v`• � A' h R o, R N`I n, '� mom/ ; 3<'.3/9 s•F.� �C � ��m V l/0 c'�� N n\ 1 I Mi` � r `.� I �y. 4=rez st- I•'-nl�r_r U �II Z5 4 0 7'N• o c 0 90 i °U qo I AZ 2G0.7a v� ° 3s N 0� tzsd��„_(,___-..,_-�--1-I--5.U0 I 1s 2.1 a� CJ CJ L E ✓A R Ci �^ -_ of o „1; C — r iJ U 290.00 1 90 I� _ ,,y. , • 12211 33, 8 ,T + 70 J. ?' 3.4,8 _x 4/ ./: �I 3294TSF ” J69SO J.F i I o LL�1 zypUu225.B.! i /9-7� °4Y 20°yY. 2?fl a N•8ff7/6'<?D'VV - 4 495 (+� p •�h/•rJ:2G N.' ✓. b!E•,�,KJ vV;'A Wa f:.•<ebv ctrtif,j?hnf lh•r mato was macre `a"'r` f"n,•'r.:G<nJ.=ur✓ty,Oyu:;Dtc_-r`,3cr P/aJ7D Q QUA � n 1 t47or m°+:/,men?:,•h<n� !leen ter./.✓lpo,nt_• iV/ §EA RDS' I I1 11 �a �'o I AT VAN TU✓L 4l, t I ' E7AJ ! MARION Liccrstd/crn�5'Jn iayar.3 t i �+ ' N TOWN qF SOUTHOLO � Sri, , �I •� I !; S UFFOLGi COUNTY y J e I -1 76 �Y?fcr SUP Ply Or)dSewpr�e d/s�c(y✓/{aclllllcs } /'VE.W YORK rp^o/J/Ot-int,'-/s deve/opnveroteornPly wdh the I 3 " sfmal rdJondrt9uraments4f fhe Su tk�a+ni✓ uv. r.,eperfn�er:/of Hev/th. � .SCAL610o FT.=/1N. �-iCio-•«. �,�.ays,PLs NY•.Si'):1 tc.n /Yo.1525:- ,ago zaa moo rao son , pC EY MAP"• ti I 1 ,�t $COLV >a/" � ¢ I HRE//1 I.4•StACRE.S .HPProVEO ---- - ,. ._,._-. _—._.._—.— � Sol✓THULa Tbw/J J7..5NNINC BrJR R.O OWNED AND DEVELOP-O 6Y - Ij I ANOREN.'T. DZE'"/KJ!AJSK/ I � /�z•GT,JKO4,JK/ Cherirr-sor+ f� Fa. strait) ,AI cfEA f� -r MARION I NEW YORK ' li �'R/rR � �-'� SVFF°LKC TY CCpAI¢TYMNT,Ir t�GrN 1 ? " d✓ �` `','i;r'-•" R,-vcrhr d,NY. Jv-ie J�J .LySL i / T"`r„ ssP^' i, �-sem `•N ,' c �o,."..' 7hr.r,ste c rhfy !hot the prop,errl wrn,+rp,.,e.+ir for wa><,r�/y e,+d (1- "Q1q P A,2 K.;I. te I 1cN mpr T,��.,.r._'r.. +enc Ac TawN ac-3ou�'p/oc.� r re ,ev:d anthe abo✓edn e• /r ppuvp/afio%rf�e vw/id a,J✓/i J I �• � 'jre_li c 4! r rrai,^'.,<.• +nrYa/Je'hsnof se;d?n-J/+re-+°.a en�,t�dw,In+:,,�ae�rar�o��he 7 i +o(-_+rem OT 're• 11 f pn/rq = atnvo 4kd4�t.ufav,fh�e ptra'a1An ffhnscr,..st YN � 4a.•.<w/e/r=ate ✓Ps`l uTinc /rk.//be sub.-,iTid A/hrsDcpa• i t 1._if-o _. � �_i `� A/,?,n•,wJ>fron�a.tl ap�ln-sfbn sba//bs cruel ccrr the rc�„rcrnnnt i I '�A�yerei .r TyPi.:a/ L.nyor t'-- +rlr.......!-»+7r•. ;' +nef�c-Ietthe T,irre aj fhm'sv:n�YhcsYo/•• I p p❑❑FF��w</r ! -Two Foots - a,rrnf..,hrrv�y, jv hr Ji/n'Y'/Ilya-r pn,,,.e {,t_r i oflhr t_ ✓'Test Na/rs-'� 1r:t,rn!,, o .. �d`[.w✓nd searbn r,.P,tc%19a1'I•• -7,�elk cv..'y so y We// Nr�s,C ii r>,.r•• .•gin a i• � pr eJbr„O,y4 h Env,<ann anfu/.>a,.:r✓1ie,- Sand er s/..•J , ,. , �/�!'/7/ ��n / 6�ve/ � ,. , CUA ��O.O`� �'>'i-Dt-h��c•1'L.. „ =. ..: 50�/l�,®l Town Hall Annex Telephone(631)765-1802 54375 Main Road � Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 �® October 12, 2017 lyC®UNT�,� BUILDING DEPARTMENT TOWN OF SOUTHOLD Gary Schuman 267A State-St Brooklyn NY 11201 Re: 840 Southern Blvd, East Marion TO WHOM IT MAY CONCERN: r Th Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Q� O need amen ing as per building insp 17 Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. of$50.00. 1� ®Fi Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411184) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 41150 — New Dwelling 41_ J- �,�.�'' � • � y��JJ I .;• �� � �� AL POW " CUSTOM ISLAND HOMES Lill GROUP r VIP �R � .i +•i '�,��`•`�,a�l Rte• •1a a � `♦� j ZF6 5; -/ X •� } I n-r-17-A k�v Irk awk 41 v ►' 1 � -- •'si r' �. „+r i SOUTHERN BOULEVARD 105% 90% ; R DWELLING NO CURB HART OP APRON HART TOP APRON r o 225.00' NS TO Bco OET LINE FRENCH CONNECTED TO RIYWELL �� z N X ' W DRIVEWAY a EXCAVATE DOWN 12" AND COMPACT SUBGRADE— LAY WOVEN GEOTEXTIV FABRIC ON BOTTOM AND SIDES ,�p� PROPOSED 8'dia. x 5' DEEP ADD AND COMPACT 8 OF BASE MATERIAL DRYWELL - 211.1 Cu-Ft. INSTALL ANODIZED ALUMINUM EDGING RESIDENCE SPREAD A 3 LAYER OF PEA GRAVEL Z DRIVEWAY ENTRANCES TO COMPLY WITH GRAVEL DRIVEWAY EAST MARION DOT RESIDENTIAL DRIVEWAY STANDARDS W 840 SOUTHERN BLVD 83.5 91.5 48 W r ARCHITECT SIDE YARD FRANK L CENTRAL ENDAHL 12AVENUE 1-STORY " = . ___ _ _, m GREENPORT, X 316 _ ~ � NY 11944 _ 4-BR DWELLING _ ; _ 'FIAT ROOF_;. PROPOSED 10'dia. x 4' DEEP TEL: 631-477 8624 DRYWELL - 273.6 Cu.Ft. _ 950 SF _> OWNERS — 6' POOL FENCE _ — FLAT ROOF, :A =__ _ — — _ — GARY do CORI SCHUMAN r 20' 1,200 SF ., _ FLAT ROOF 6 POOL FENCE 0 840 SOUTHERN BLVD o I LP 510 SF; I EASTTELA 202'_NY 11939 8909 d- I ST _ WD DECK II Il _ A 20 EP iso,o, WD DECK �;; _ r 1000 GAL. I o ® SIDE YARD I II II I I GAS TANK I cz:) / - - -- �01 I / / PROPOSED 8'dia. x 5' DEEP L I 0 11 / DRYWELL - 211.1 Cu.Ft. I 1 DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS _ Engineering at 7 5-1560 be re o I / _ _ __ ; BLUE STONE T I= ----------------- Backfill,_ BLUE STONE '- _"- -= PATIO OR Provide Engineer' Certificatio Z PROPOSED POOL AND PATIO PATIO -=-^,20 x40 POOL;====�== _ _ _ that the drainage has been in tailed to Co e. NOT PART OF THIS PERMIT - ==y= __�___-' �o I EROSION&SEDIMENT CONTROLS - -- g Shall include but not be limited to' g I v I Entrance, A well maintained Construction Enck�\ Wire Backed Silt Fencing,stabilization & Seeding of exposed and/or inactive sails. N 192\ \ \ \ \WELL ,mho I o � N ZONING CALCULATIONS , — — — _ 6' POOL / DEER FENCE 9 ` \ \ 58 6' I N g LOT AREA = ca. 33, 225.83' , — — L — \ — W DATE: 09/26/2016 841 SF = 100.00% I SCALE: 1° = 20' PROP. BLDG. COVERAGE = ca. 2,328 SF = 6.88% PROP. DECK COVERAGE = ca. 886 SF = 2,62% DRYWELL — — CALCULATIONS FOR ROOF RUN-OFF \ — PROP. POOL COVERAGE = ca. 800 SF = 2.36% RUN-OFF CALCULATION FOR 2" OF RAIN TO BE CONTAINED ON SITE PROPOSED SITE PLAN SITE PLAN APPROVAL OF STORMWATER MANAG ENT TOTAL BLDG. COVERAGE = ca. 4,014 SF = 11.86% ROOF AREA = 2,673 SF 100% run-off coefficient = 445 cu ft CONTROL P N -T nCo C SCTM = 1000-22-01-15 Ater 236 Dwc, NAME MAX. BLDG. COVERAGE = ca. 8,010 SF = 20.00% PROPOSED 8'DIA, X 5' ,DEEP DRYWELL 211.1 Cult. Date: I- 11 TOWN OF SOUTHOLD � A-2 PROPOSED 10 DIA. X 4 DEEP DRYWELL 273.6 Cult. Approved i y: �� SUFFOLK COUNTY, NEW YORK p� DWG. NO SURVEY BY KENNETH WOYCHUK, L.S. - DATED: 05/24/16 WITH GUTTER LEADERS FOR ROOF RUN-OFF (TYP ) WELL+ SCALE: 1" - 20' I_ I ktll 971)IJ SURVEY OF LOT 14 MAP OF AQUAVIEW PARK FILE No. 5621 FILED JULY 30, 1971 SITUATE EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-22-01-15 f _ SCALE 1"=40' DECEMBER 8, 2016 SOUTHERN BOULEVARD. DECEMBER 27,- 2016 FOUNDATION LOCATION I - AREA — 33,841 sq. ft. EDGE OF PAVEMENT225.00' FOUND HOMEMADEE. 0.777 ac. 2 MON. 0. N. 0.7 /1 N 86.49920" E s 86.49920" W N 381.46' G FOUND I I p � 0 0 CONC. MON. I I I W ` Z I o IN LOT f 4 IC to 0 w li'' i 1 o Lit") J " ct I ----8�.0_---- " I w 20.91m p83.5'------ m 43.4' 0 15.2' ----77.2' ----- 6.3 ro m FENCE CONCRETE FOUNDATION L, 13'E Tia 6.3 a 62.0' — h N LJo 41.0' 18.5' ———— y v 20.0 O :I O z z I � I m , m w lct O p PREPARED IN ACCORDANCE WITH THE MINIMUM 01 I O STANDARDS FOR TITLE�IlftykYS AS ESTABLISHED FOUND - BY THE LIAL.SrAAITAPPiSO�ED AND ADOPTED CONC. MON. I TITLEmFOR SUCHLtE6Y THEERK�SFAIE LAND FOUND C01 ��® y, MON. 0.8'W. CHAIN LINK FENCE ALONG PROPERTY LINE N 88'16'20" W 225.83' LOT ® IleSUBDIVISION afAP OF ;, .Y Lic. No. 50467 "HIGHPOINT SECTION f (� F'�"'" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY TO THIS SURVEY ALTERATION TI ADDIITON Nathan Orwin III TO THIS SURVEY IS A VIOLATION OF ON JANUARY 1, 1984 AS FILE No. 7680 SECTION 7209 OF THE NEW YORK STATE COPIES O LAW. Land Surveyor I COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED ` TO BE A VALID TRUE COPY. i CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. LS. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A Ingegno L.S. 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 i TITHE ASSIGNEES F THE NNDINGOT IN TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS ANDEASEMENTS OF RECORD, IF Jamest586 Main d11947 James P.O.ort, Newx xYork 11947 i 16 ANY,. NOT SHOWN ARE NOT GUARANTEED. Port, New YorkP I, , SURVEY OF [ �' n LOT 14 MAP OF DEC - 1 2017 AQUAVIEW PARK FILE No. 5621 FILED JULY 30, 1971 SITUATE TOWN OF SOUMOLD SOUTHERN. BOULEVARD _- � F✓_ EAST MARION . .♦ . ° ; ;d,°.. • o � TOWN OF SOUTHOLD ' SUFFOLK COUNTY, NEW YORK v v �3h{a'FY; w , • d • . r R , EDGE OF PAVEMENT► - S.C. TAX No. 1000-22-01 - 15 v. TRENCH ' I FOUND HOMEMADE TRENCH '•a APRON DRAIN _ ^• APRON 225 r00 MON. O.a N. 0.7 E. N 86049'20" E DRAIN P .. . SCALE 1 "=30' • s 86•49'20" w DECEMBER 8, 2016 ELECTRICI N 81.46' 3 FOUND � ' � , • DECEMBER 27, 2016 FOUNDATION LOCATION CONC. MON. , iA I$ O v AUGUST 22, 2017 FINAL SURVEY zRE: F—IVE LOT 14 DRYwELL�t\ g o ,' �o o AREA = 33,841 sq. ft. O " r L4 °° v• BLUESTONE DRIVEW . I 0.777 ac. C 6 01 O --- -- I • CONC. STOOP 50.0' ; 21.2' 12.0' rrl rF.GC.HEALTH SE[o ICI O 0 '0 43.8' o "; i'J,, zA %—� 'v? I✓ iitWer S edF3�n ' E CHAIN LINK FENCE A c N o� t\_i>�DELL` WELL & SEPTIC SYSTEM TIE MEASUREMENTS • ENTRANCE C GA E _ 15.0 p 1 STORY FRAME HOUSE g� I 3NEE HOUSE HOUSE HOUSE HOUSE CORNER QA CORNER QB CORNER © CORNER�D NZ EGRESS D CHAIN LINK FENCE- N N mm LEACHING WELL B 41.0' 18.6' GATE n 0 L O SEPTIC TANK , ` — W 0 CK /IJ�EOUIPMENT 9� 19 INLET COVER 32 18.5 '� SEPTIC o 0 D CK t1i; ZP WOOD P En ZA SEPTIC TANK 34.5' 22' TANK 2m C ao O OUTLET COVER O p s 10.4' f z p (J7 ...,.WOOD STEP p� /UNDERGROUND LEACHING POOL , , d PROPANE I; COVER 44.5 42 C '• y "� ;�:: TANK CAPD C 7- 4` i WELL 72.5' 74' DRYWELL—A z c � m INGROUND POOL x SUFFOLK COUNTY DEPARTMEWT OF 04EALTH SERVICES { ' APPROVAL OF CONSTRUCTED WORKS FOR V\ l Z • ii I n PREPAR I�`N R SCE WfM.dHE MINIMUM ,.:r 76_3' ————— f' �, j m �' SINGLE FAG1A0(L�(R SI®ENCS sr*VARDS-rG SaWL suRy�(S As�EsrABUSHED f ——— —— I p �qy7 BYTHE,,.P-19C,S..AN0.y�PROVED AND"�pOPTED — ;I• ,CONC.•PATIO 4 4 �F,Y(NOV 6 4 ®Ulf H.S.Ref.N0. l 0 6 -006 AF�SU SE TiEW YORK STA'[F�LAND � OqG o Of ,;n ^:3c10 Cjl pos21 and water supply 6acitit@es 24 this IOtotiOn have been V' 'J � 1`n I ELL � E ;d?GT CErtl{fw-a 6y this Department or other a;;ertaEs and fourld 80 FENCE m O, be.sa gaecry FOR A NIAXINIUMaF 6 BEDROCol S. r �v I �— 0.4'N. 0.3'E. CHAIN LINK FENCE FENCE FENCE FOUND N t1.01W. 0.81S. CONC. MON. CHAIN LINK FENCE CA FOUND CONC. N 88016'20" WMON. 0.8'w. office of Wastewater Management N.Y.S. Uc. No. 50467 225 Q V6Y . .83: .01 UNAUTHORIZED ALTERATION ADDITION NathanON C Corwin III LOT ® SECTION 720 OFTO THIS SURVEY THE TITHE NEW YORK STATE Surveyor EDUCATION LAW. yor COPIES OF THIS SURVEY MAP NOT BEARING Surve Land THE LAND SURVEYOR'S INKED SEAL OR SUBDIVISION MAP OF EMBOSSED SEAL SHALL NOT BE CONSIDERED I "HIGHPOINT SECTION 1" TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. LS. FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED,AND ON HIS T&A TO THE TELE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Loyout ON JANUARY 1, 1984 AS FILE No. 7680 TU LENDING INSEiION LISTED HEREON,AND ', TO THE ASSIGNEES GF THE LENDING INSTI— TUTION. PHONE (631)727-2090 Fax (631)727-1727 CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAIUNG 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 r — ;f t r Generated by REScheck-Web Software Compliance Certificate Project THE SCHUMAN RESIDENCE Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 30% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 840 SOUTHERN BLVD GARY&CORI SCHUMAN FRANK UELLENDAHL EAST MARION,New York 11939 OWNERS ARCHITECT MOM` M .�„ ,ra, _ 4..L, _ .-1'� '`ASF "SL`- f.wafa "�K�` w:g:; - ,ryo,.,.n;,- ';�;,r�e.-r'.t,,�L.oi,,k'r..A•t"".�,tip'�7"c;:"- ry�";,,. - �� ® _ ,:�., 'F,',µ - - '='";g' :Wim'°° _ �..>,a• ��.- d:' .�•,_.- a�tir'r�',: i N,.F�"-,, �-r+�5,,,.�> �'. Compliance: 2.3%Better Than Code Maximum UA: 513 Your UA: 501 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. Assembly or U-Factor UA i Peri meter RrValue R Value Ceiling:Cathedral 2,328 380 0.0 0.027 63 Wall:Wood Frame, 16in.o.c. 2,783 23.0 0.0 0.055 105 Window:Wood Frame,2 Pane w/Low-E 308 0.290 89 Door:Glass 514 0.290 149 Door: Glass 21 0.290 6 Door: Solid 24 0.480 12 Floor:All-Wood joist/Truss Over Uncond.Space 2,328 30.0 0.0 0.033 77 Compliance Statement: The proposed building design described herein *ith e building plans,specifications, and other calculations submitted with the permit application.The proposed builed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 5. the mandatory requirements listed in the Scheck Inspection Checklist. L)12 ! Name- itle ,g� gnatur Dat 0 Project Title:THE SCHUMAN RESIDENCE Report date: 09/14/16 Data filename: Page 1 of 6 REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field'Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &-ReqilDl - 103.2 ;Construction drawings and ❑Complies [PRI]1 documentation sufficiently ❑Does Not 00 demonstrates energy code ❑Not Observable compliance for the building ' []Notenvelope. Not Applicable 103.2, ;Construction drawings and ❑Complies 403.7 documentation sufficiently ❑Does Not [PR3]1 ;demonstrates energy code U ;compliance for lighting and ❑Not Observable mechanical systems.Systems ❑Not Applicable :serving multiple dwelling units must demonstrate compliance with the commercial code. 403.6 _ Heating and cooling equipment is: Heating: Heating: ;❑Complies [PR2]2 sized per ACCA Manual S based I Btu/hr I Btu/hr :❑Does Not on loads per ACCA Manual]or I Cooling: Cooling: ;❑Not Observable other approved methods. Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1i 3 Low Impact(Tier 3) Project Title:THE SCHUMAN RESIDENCE Report date: 09/14/16 Data filename: Page 2 of 6 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 Exposed foundation insulation ;❑Complies ; [F011]z 111 protection. ❑Does Not J { ;❑Not Observable; ❑Not Applicable 403.8 Snow melt controls. ;❑Complies [FO12]2 + ;❑Does Not U ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title:THE SCHUMAN RESIDENCE Report date: 09/14/16 Data)filename: Page 3 of 6 section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.4.4 1 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not U ;AAMA/WDMA/CSA 101/I.S.2/A440 I or has infiltration rates per NFRC []Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not J and labeled to indicate&It;=2.0 J cfm leakage at 75 Pa. ❑Not Observable J ❑Not Applicable ; 403.2.2 ;All joints and seams of air ducts, ❑Complies [FR13]1 air handlers,filter boxes,and ❑Does Not building cavities used as return ducts are sealed. ❑Not Observable ❑Not Applicable 403.2.3 !Building cavities are not used as ❑Complies [FR15]3 !ducts or plenums. ❑Does Not 'J ' ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R- I R- ;❑Complies ; [FR17]2 above 105°F or chilled fluids i :❑Does Not U below 55°F are insulated to R-3. ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water R- R- ;❑Complies [FR18]2 pipes are insulated to R-2. I :❑Does Not l®J ❑Not Observable ' ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 1 installed on all outdoor air ❑Does Not J intakes and exhausts. ' ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE SCHUMAN RESIDENCE Report date: 09/14/16 Datq filename: Page 4 of 6 Section # Insulation Inspection Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation labeled or ;❑Complies [IN13]2 installed R-values provided. ❑Does Not ❑Not Observable j ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE SCHUMAN RESIDENCE Report date: 09/14/16 Data filename: Page 5 of 6 SQCtion Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.4.2, ;Building envelope tightness ; ACH 50= ; ACH 50= ;❑Complies 402.4.2.1 I verified by blower door test result :❑Does Not [FI17]1 ;of&lt;7 ACH at 50 Pa.This ;❑Not Observable ;requirement may instead be met ; via visual inspection,in which j❑Not Applicable case verification may need to ;occur during Insulation Inspection. I 403.2.2 ;Duct tightness via post- cfm cfm ;❑Complies [F14]1 construction with maximum 1 1 E❑Does Not U !leakage of 8 cfm to outdoors,or ❑Not Observable 12 cfm across systems. For rough-in tests,verification may ;❑Not Applicable j need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems I and 4 cfm without air handler. 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed on forced air furnaces. i ❑Does Not ,8J ❑Not Observable J❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not U ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water ❑Complies [FI11]2systems have automatic or ❑Does Not J accessible manual controls. ❑Not Observable 1 ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not 9) []Not Observable []Not Applicable 303.3 I Manufacturer manuals for ❑Complies [F118]3 mechanical and water heating ❑Does Not v i equipment have been provided. ❑Not Observable ❑Not Applicable j Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE SCHUMAN RESIDENCE Report date: 09/14/16 Datil filename: Page 6 of 6 2010 New York Energy t Construction Energy Certificate Above-Grade Wall 23.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/ Roof 38.00 Ductwork(unconditioned spaces): Door Window 0.29 Door 0.29 Heating&Cooling.Equipment Heating System: Cooling System: Water Heater• Name• Date: Comments FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM Q DWLLL,, Joint Description I Nail Sizes Nail Spacing o 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED ' DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR ROOF FRAMING BETTER. X Rafter to Top Plate Toe- ailed) - all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 - 8d per rafter _■ 2. ALL SHEATHING TO BE APA RATED EXPOSURE 1, 5/8" Ceiling Joist to Top late Toe-nailed n/a per joist o Ceiling Joist to Parallel Rater (Fa e-noiledl n/a each lap MIN. THICKNESS OR AS NOTED. Ceiling Joist Laps o7Foce-naied) r Partitions Face-Wolfed) n/a each°:lap• =y 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, Collar Tie to Rafter( ln/a per 'tie EXPOSURE 1, 3 4" MIN. THICKNESS. ALL EDGES OF Blocking to Rafter -nailed) 2 - 8d each end PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND Rim Board to Rafter (End-nailed) 2 - 16d each end .. ♦RESIDENCE NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. WALL FRAMING 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plate to Top Plate (Fac -nailed) 2 - 16d per foot o WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Top Plates at ntersections Face-nailed) 4 - 16d joints-,gach side EAST MARION, NY TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Stud to Stud Face-nailed) 2 - 16d 24 o.c. MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Header to Header (Face-nailed) 16d 16" ox, along edges 840 SOUTHERN BLVD. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS 2 - 16d per 2x6 stud o AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 2 - 16d per 2x8 stud ARCHITECT @ 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR z FRANK UELLENDAHL CIRCULATION IN ROOFS. Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d per foot 123 CENTRAL AVENUE m 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, FLOOR FRAMING' o P.O.YOX 316 stairs etc. OR AS NOTED ON DRAWINGS. GRTEL: 631 NY 11944 Joist to Sill Top Plate or irder (Toe-nailed) 4 - 8d per joist TEL: 631-477 8624 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL BridgIng to Joist Toe-nailed 2 -_8d each end OWNERS PARTITIONS OR AS NOTED ON DRAWINGS. Blocking to Joist Toe-nailed 2 - 8d each end Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block GARY AND LORI SCHUMAN Ledger Strip to Beam (Face-nailed) 3 - 16d each joist 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Joist on Ledger to Beam (Toe-nailed) 3 - 8d per each. 267A STATE STREET WITH RATED GALVANIZED METAL CONNECTORS BY Band Joist to Joist End-nailed) 3 - 16d per f1oist, , _ W BROOKLYN, NY 11201 "TECO" OR APPROVED EQUAL. Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d ' per fool a �' - - TEL: 202-744-8909 q 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. ROOF SHEATHING %i BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS - =' SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Structural Panels 8d 4" o.c. perimeter;dope, ALL EXTERIOR NAILS SHALL BE GALVANIZED. other 6 o.c. 08 es of panel, 12 o.dr,iOterior, 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" of panel o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. Diagonal ,Boarq, Sheathing 1 x 6 or 1 x 8 2 - 8d - per support INTERMEDIATE. 1" x 10" or wider 3 - 8d per support s f 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING CEILING SHEA_TH1'NG`7=7 _-�-` 71 AND WATERPROOFING SHALL BE BY ARCHITECT. ,- " Gypsum Wallboard 1�;; r ;,ir n ',5d, ',';; 7 edge / 10 field t� 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE WALL SHEATHIN'G AND STUD WITH GALVANIZED HURRICANE TYPE o • o `';,i',"`~� -''_,.. ,. Q CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR Structural Panels 8d 6" edge / 12" field TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Fiberboard Panels CLIPS AT ALL PERIMETER JOIST TO GIRDER CONNECTIONS. 7 / 16 6d•� 3" edge / 6" field 25 / 32" = 8d 3" edge / 6" field s 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA o PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL Gypsum Wallboard 5d 7"-edge / 10" field o PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS ANDcm HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED Hardboard 8d 6 •edge,/ 12 field AS PER MANUFACTURERS RECOMMENDATIONS. WEB Particleboard Panels 8d 6" edge / 12"-field STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND Diagonal Board Sheathing BEARING POINTS AT A MINIMUM. 1" x 6" or 1",x 8" 2 - 8d per support N HANDLING, STORAGE, AND ERECTION OF 1" x 10 or wider 3 - 8d per support o COMPONENTS SHALL BE AS PER MANUFACTURERS FLOOR SHEATHING RECOMMENDATIONS. Structural Panels / o� DATE: 09/26/2016 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 1 or less 8d 6"" edge / 1 field Z` SCALE: GALVANIZED MACHINE BOLTS @ 12" O.C.. greater than 1 10d 6 edge / 6 field Diagonal Board Sheathing 3 a FRAMING NOTES 1,, x 6"„or 1" x 8" 2 - 8d per support Z Nailin Schedule 12' 12• 12' 12' ider 3 - 8d per support 0 9 OR: TRUSSLOK CONNECTORS BY 'FastenMaster @ 16” O.C. Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed N DWG. NAME 3 on-center at the panel edge to obtain higher shear capacities nailing requirements or structural members shall x be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. o A-9 2 When wall sheathini is continuous over connected members , the tabulated number of nails shall be permitted to 0 167 16' be reduced to 1 - ltid nail per foot. © DWG. NO , APPROTED AS �,IIOTED ES OF )ATE:11 � B.P.# ?I�.,V YO ,4 S_'_!i = & T:��NN CODES rESll '�, ` BY F S ICtJI3iE0h' NOTIFY BUILDING t-_'`PARTMENT AT _ . 1802 SAM TO 4 P FOR THE u�r��U c,L LO`,Pr1NG INSPECTIONS: uv i M I}rn'., ,. ;,�ti BOARD �. rOUt1D�1i10N - T4V0 REQUIRED _ gip;!hJ,1) Trl'STI: S FOR POURED CONCRETE � - 2. ROUGH - FRAMING & PLUMBING < «� W,a, 3. INSULATION .y� 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE 'UPANCY O REQUIREMENTS OF THE CODES OF NEW tju YORK STATE. NOT RESPONSIBLE FOR USE IS UNLAWFUL DES1G,! OR CONSTRUCTION ERRORS. �, �� Op iT CERTIFIC��E OF OCCUPANCY PLWVIB i, CERTIFICATION ON LEAD CONTENT BEFORE U.-RTIFICATE OF OCCUPANCY PLUMBING SOLDER USED IN WATER ALL PLUMBING WASTE &WATER LINES NEED SUPPLY SYSTEM CANNOT TESTING BEFORE COVERING EXCEED 2110 OF 1%LEAD. DO NOT PROCEED WITH FRAMING;UNTIL SURVEY �I k ra OF FOUNDATION LOCATION HAS BEEN APPROVED. � ca? la p.RE REQ1Se" � ati X55-156()before lne Niue Cn to Gee. Sackilli, ��n in%TlL j'eti th2t t{.,e drainUre f►a� NEW GENERAL NOTES DESIGN CRITERIA: Q DWELLING 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. z o ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS AND DECKS - 40 PSF. • _ BUILDING CODE, AND THE NEW YORK STATE ENERGY SLEEPING AREA - 30 PSF. CONSERVATION CODE, AND LOCAL AUTHORITIES. WIND SPEED - 120 MPH SEISMIC DESIGN CATEGORY - B \�• . e a.�eJa` 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A WEATHERING - SEVERE •-•- • • .1• U MINIMUM 28 DAY STRENGTH OF 3000 PSI • W FROST LINE DEPTH - 36 U TERMITE - MODERATE TO HEAVY `�•%` �' ry 3. ALL LUMBER SHALL BE IGHT LARCH STRUCTURAL GRADE R#2 OR BDE PETTERED OUGLAS FIR- ICE E SHIELD LUN ERLAYMENT REQUIRED - YES .•• . �`` � �'• � RESIDENCE 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGN IN ACCORDANCE WITH AMERICAN FOREST ` = e,.--,• `':` PARTITIONS, EXCEPT AS NOTED ON DRAWING. PRODUCTS WOOD FRAME CONSTRUCTION MANUAL ••�a'� EAST MARION, NY FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD 840 SOUTHERN BLVD. 5 FFLOORNBEAMS.BE PROVIDED SPACIING NOT FOR EXCEEDI8TOS FT. WINDBORNE 0 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE DEBRIS PROTECTION SCHEDULE J ARCHITECT VERIFIED BY CONTRACTOR(S) PRIOR TO START OFo e •°" o ••e �eHe .e• � � FRANK UELLENDAHL CONSTRUCTION AND ORDERING OF MATERIALS. THIS PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS • m 123 CENTRAL AVENUE FOUNDATION HAS BEEN DESIGNED FOR A SOIL OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS, Q `'�`"•` o P.O.BOX 316 BEARING CAPACITY OF TWO (2) TSF AND GRADES SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER w •�•� -• GRTEL: 631 NY 11944 LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT THE GLAZED OPENINGS OF THE PROPOSED DWELLING lllllllilllllll TEL: 631-477 8624 THESE CONDITIONS ARE MET. ALL FILL BENEATH FOR ALL WINDOWS AND DOORS THAT DONT HAVE OPERATIONAL lllllllllllllll �� H � iiiiiiiiiiiiiii � -. CONCRETE SLABS TO BE COMPACTED TO 95% SHUTTERS OR ARE NOT EQUIPPED WITH IMPACT RESISTANT m lllllllilllllll t OWNERS •\1 lllllllllllllll GARY AND CORI SCHUMAN RELATIVE DENSITY. GLAZING. Yilllllllllllll �,a,e° Z "•;• lllllllllllllll = 267A STATE STREET 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE •t:;:° lllllllilllllll `� BROOKLYN, NY 11201 lllllllllllllll SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER WINDOW SCHEDULE w �I lllllllllllllll l� TEL: 202-744-8909 BY TRIPLE UPRIGHTS. ALL HEADERS TO BE f— •, = llll ll l ll lull MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. PROPOSED WINDOWS ARE ANDERSEN PRODUCTSll-T- o I �ll� loll• :;� �J.��R�® AR GLASS TO BE HIGH PERFORMANCE LOW-E GLASS cn a;sl,o 8. PROVIDE FIRESTOPPING AT ALL LEVEL SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS = PENETRATIONS16 HARDWARE - ANVERS, SATIN NICKEL FINISH •�� ° c� � 9. PROVIDE FLASHING AT ALL ROOF BREAKS, EXTERIOR COLOR: TERRATONE, NO EXTERIOR TRIM, I y= CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERIOR FINISH: PRE-FINISHED WHITE AND DECKS ETC.. Mark Size Description Quantity 111 wi A CXW 155 CASEMENT 6 W 10. DO NOT SCALE DRAWINGS. AX 31 AWNING, tempered 5 , $ 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- B CX 55 CASEMENT 3 AX 251 STATIONARY PANEL, tempered 3 • � � "t� ENGINEER ARE NOT RESPONSIBLE FOR THE C NLGD 12080-4 GLIDING DOOR MBR LR 2 • :� .•.• o INSPECTION SUPERVISION, OR ADMINISTRATION OF D NLGD 3380 S STATIONARY PANEL MBR 1 • v Qr V • �' THIS CONSTRUCTION PROJECT, FEDERAL, STATE E NLGD 12080-4 GLIDING DOOR, LR 1 r AND LOCAL ZONING AND BUILDING CODE COMPLIANCE F NLGD 6080 L GLIDING DOOR, KITCHEN 1 .•.'\•�• .' SHALL BE THE RESPONSIBILITY OF THE G NLGD 8080 L GLIDING DOOR, BR 2 1 CONTRACTOR. H ca. 40"42" SPECIALTY WINDOWS, SEE V & V 4 ❑II❑ J P3540 FIXED AWNING - LR, DR 10 Z 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO J AP 352 V VENTED AWNING - LR, DR 4 o FACILITATE CONSTRUCTION AND SHALL NOT BE o CONSTRUED AS A CONTRACT BETWEEN BUILDER AND K ISPD 2980 AR ENTRY DOOR 1 • "" -9 OWNER. L 36"X96" WOOD ENTRY DOOR 1 WEST ELEVATION :��' M ca. 22"x92" SIDELIGHT, Special Order 1 o 13, THIS STRUCTURE HAS BEEN DESIGNED IN N CXW 14 CASEMENT - EGRESS BASEMENT 1 ;e ACCORDANCE WITH THE NEW YORK STATE ENERGY •�;` • 1 -. `' ° o CONSERVATION CODE. DRAWING SCHEDULE =" • \ 1• 4_ 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL • • ••• ` CHANGES PRIOR TO AND DURING CONSTRUCTION. A-1 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES •_ _ • •,• . o DATE: 09/26/2016 A-2 SITEPLAN SITE PLAN SCALE: 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE A-3 FOUNDATION PLAN Z TITLE SHEET DESIGNED AND SPECIFIED BY OTHERS. A-4 FLOOR A-5 CROSS SECTION PROPOSED 1-STORY 4-BEDROOM SINGLE-FAMILY RESIDENCE IN EAST MARION 9 DESIGN CRITERIA 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND A-6 NORTH & SOUTH ELEVATIONS GENERAL NOTES INSURANCE NECESSARY TO PROTECT THE ENGINEER A-7 EAST & WEST ELEVATIONS - NOTES Bill -PiNruP RMIT _ _PP. 1"TinN RDWG. NAME AND OWNER. A-8 CONNECTORS, CRITICAL PATHA 17. DONOT BACKFILL AGAINST FOUNDATION WALLS A-9 NAILING SCHEDULE, FRAMING N A-1 UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. A-10 PLUMBING RISER DIAGRAM © DWG. NO SOUTHERN BOULEVARD wz NEW w Q DWELLING - o � 225.00' w 83.5' 91.5' 48' x = DRIVEWAY o V PERMEABLE CONC. GRID PAVERS o y ON 12" SUBBASE OF PEA GRAVEL o TO ALLOW MOVEMENT OF STORMWATER THROUGH THE SURFACE TO REACH SAND N PROP. PERVIOUS DRIVEWAY RESDENCE GRAVEL w EAST MARION 840 SOUTHERN BLVD 15 a SIDE YARD ARCHITECT o FRANK UELLENDAHL 1 -STORY 123 CENTRAL AVENUE 4-BR DWELLING FLATROOFPROPOSED 10'dia. x 4' DEEP o P.O.Y 1 316 95 DRYWELL - 273,6 Cu.Ft. GRTELP631'-47718624 _6' POOL FENCE FLAT ROOF !DCPOOL FENCE OWNERS 1,200 SF FLAT ROOF --. — — — — —,— — —T o 0 20 510 SF 48 GARY & CORI SCHUMAN o ILIP0 840 SOUTHERN BLVD ' / ST I WD DECK I ^ EAS TEL: 202-744-8909 1 20 WD DECK SIDE YARD EP /�R�S�'�" I I I I I r 1000 GAL. t o Z I IGAS TANK 1 I°1 ,� x / - LJ 1 � � / PROPOSED 8'dia. x 5' DEEP ' F M / DRYWELL - 211.1 Cu,Ft. 1 / BLUE STONE / PATIO 974 SF -' '- PROPOSED POOL AND PATIO -=20x40 POOL-- ----------- z NOT PART OF THIS PERMIT __-_ ___ _ y o _ o Cd \ �WELL��hb° I o Z 6POOL / DEER FENCE �C��\ 58 6' I N ZONING CALCULATIONS 225.83' — — �° — - -" DATE: 09/26/2016 LOT AREA = ca, 33,841 Sr = 100.00% — — — SCALE: 1" = 20' PROP. BLDG. COVERAGE = ca. 2,328 SF = 6.88% DRYWELL CALCULATIONS FOR ROOF RUN-OFF PROPOSED SITE PLAN Y PROP. DECK COVERAGE = ca. 886 SF = 2.62% PROP, POOL COVERAGE = ca. 800 SF = 2.36% RUN-OFF CALCULATION FOR 2" OF RAIN TO BE CONTAINED ON SITE SCTM# = 1000-22-01-15 SITE PLAN TOTAL BLDG. COVERAGE = ca, 4,014 SF = 11.86% ROOF AREA = 2,673 SF 100% run-off coefficient = 445 cu ft TOWN OF SOUTHOLD DWG. NAME MAX. BLDG. COVERAGE = ca, 8,010 SF = 20.00% PROPOSED 8'DIA. X 5' DEEP DRYWELL 211,1 Cult. SUFFOLK COUNTY, NEW YORK o 0 PROPOSED 10'DIA. X 4' DEEP DRYWELL 273.6 Cu.Ft. WELL♦ SCALE: 1" = 20' ®¢ DWG. NO A 2 SURVEY BY KENNETH WOYCHUK, L.S. - DATED: 05/24/16 WITH GUTTER LEADERS FOR ROOF RUN-OFF (TYP/) � NEW NTED FLOOD LIGHT ELECTRICAL LEGEND WALL MOUON MOTION SENSOR W W W W W W 1) DUPLEX RECEPTACLE OUTLET FsTDJ SMOKE DETECTOR LANDSCAPE LIGHTING W W W a m a DWELLING + OUADRAPLEX RECEPTACLE OUTLET Fc-61 CO DETECTOR UNDER TREE W WO W W W owp WATER PROOF RECEPTACLE OUTLET '� TELEPHONE W W W W W V o GROUND FAULT ITRRUPTOR OTEIMTELEISION, CALE SURFACE MOUNTED CEIUNG TREXCEILNG FAN DRIVEWAY ISURFACE MOUNED WALL FIXTURE FLOOR RECEPTACLE OUTLET W WW W W W W W WWSNTCH EXHAUST FAN WITH LIGHT GRAVEL +$D DIMMER SWITCH LED STRIP LIGHTS W WW W W WW Nvx W W W o U HIGH HAT FIXTURE 57Z EXTERIOR LIGHT 79'-6" in W W W W W 12'-°° v 20'-11° 14'-0' 412° 8'-61/2° 412° 5'-10' 4 2" 5'-21/2° 412 7'-5° 15'-2' 7'-10'- cn ' + 7'-6' 11'-2 1/2 13'-2° -- r 3-6 1/4 3'-6 1/4°i� 1 11 6'_5 ° 4'-°° 4'-°" 6'-5 RESIDENCE BLUE STONE W B❑ BO © CONT, HEADER: 5,25"x11-7/8" PSL & A❑ ® (2) 2x6 H R— EAST MARION, NY SOFFIT 840 SOUTHERN BLVD. 2z8 HEADE CQAT C STORAGE HOE SMOOTH CEMENT BD.Q I �„ © M spackled, painted 6 6 POST o nP 30 0 30 o FRONT PORCH BATH W,LCLOSET "OWNER'S 2080 BLUE STONE 2480 44LEADER z ARCHITECT — — — © Q O FRANK UELLENDAHL ca�er '(wj°ocK) PANTRY FOYER ❑ "LINE OF ROOF OVERHANG — — — N LIN•C o Q ty ©0 Q 0 Q Q r f2 123 CENTRAL AVENUE glass LIN. �� 2 P•0.80X 316 BR 3 8yP DN aN N 3080 OH (2)2x4 POST !led Show 4 GRTEL:PORT, NY 631-47718624 30 0 30 0 x O S D 880 5.25"x11-7/8" PSL HEADER 2880 , �I BILCO 30 0 S D CLG• HGT•: 9'-6" it 15'-2 5'-7° 1-10 OWNERS DOOR — — 880 DO J M GARY AND CORI SCHUMAN r O o 0 267A STATE STREET DI �- J BROOKLYN, NY 11201 `� N N Prq REF. L , S D - �� = TEL; 202-744-8909 c5 360N WI 4'-B° I_XI MBR , off Y o - KIT. �� I o Q 1c 9-61` °0 �� �A ml 1 BR 2 ° CONCRETE SLAB R 6 ft HIGH FE CE S D 1 0 oo °lol 345 SF >k ��a' N 1, ' c.3 a w 0 6 ft C€..�y�. / HOSE �:, ® L N D M o BIB x S D o " 2X12 C.J. @ 16" O.C. 0 4 A "F ` BR 4 WITH BRIDGING ; -�' m OUTDOOR HOWER HEADER: (2) 2X8, typ. N I -� � CONT. HEADER: 5.25x1 7/8" PSL — J "A prl- LLJ 4"LEADER © AQ 41EADER 0 N 1.75 x14 LVL C.J. @ 16 0.Q. WITH BRIDGING t 16'-0° 41 2" 8'-101/2' 41 2° I 6'-21 2° 6'-2° E PE) � ` 41'-0' 0 LR 111 SF I I I I � o CLG. HGT•: 14'-6' o � � � CD N Cn Q Q TV WOOD DECK (IPE) m �, Z ZurilNvm �I 676 SF LI "I AWNINGS ABOVE ❑ �e g CONT. HEADER: TRT'D 175"z11-7/8" I LVL FLYING BEAM — I I = HEADER 5 25 x14" PSL PARALLAM WOOD DECK (IPE) N q W 99 SIF 0 0 J 3'-8° 3'-8" -1 1/4 15'-9° -1 1/" 18'-6° o a DATE: 09/26/2016 SCALE: 1/8" = 1'-0° PROPOSED =z IN—GROUND POOL 20' X 40' FLOOR PLAN DEPTH: 3.5' TO 6' ELECTRIC COVER 2,328 SF o BLUE STONE SEPARATE PERMIT APPLICATION BLUE STONE DWG. NAME PATIO �H�I�I�r� = - � _ PATIO FLOOR PLAN A-4 ^% SCALE: 1/8 = 1 -0 U— DWG. NO NEW _ W DWELLING _ o EPDM RUBBER ROOF SYSTEM ON 3/4" CCA TREATED PLYWOOD SHEATHING _ HURRICANE CLIPS EA ROOF JOIST ON TAPERED 2x8 FIRRING STRIPS @ 16" O.C. TO (2) 2x6 TOP PLATE TO BE PITCHED 1/4" PER FT, o y U N 5 8" DRYWALL o:��TWLL and CEILING 5.25"x11-7/8" trt'd PSL cont. BEA 1= DRYWALL RETURN - NO INTERIOR TRIM ROOF CONSTRUCTION a RESIDENCE EXCEPT 1X4 BASEBOARD LAYER OF WHITE ca. 1" GRAVEL W 1.75"x14 LVL C.J. @ 16" O.C. _ _ _ _ FE o R-13 2" CLOSED CELL FOAM INSULATION — — — — — — — — — R-30 STONE WOOL INSULATION EAST MARION, NY N,ROXUL COMFORTBATT RESIDENTIAL) 840 SOUTHERN BLVD. RUBBER ROOF SYSTEM ON 3/4 CCA TREATED PLYWOOD SHEATHING ;r, (3) 1.75"x14" LVL HEADER ROOF RUN-OFF TO GALV. INSULATED LEADERS HURRICANE CLIPS EA ROOF JOIST-----"- OIST DUROC CEMENT BD. r ARCHITECT INSIDE EXTERIOR WALL TO (2) 2x6 TOP PLATE smooth, spackled, painted CD HURRICANE CLIP EACH ROOF RAFTER TO FRANK UELLENDAHL WALL STUD CONNECTION m 123 CENTRAL AVENUE P.O,BOX 316 � GREENPORT, NY 11944 00 TEL: 631-477 8624 W WALL CONSTRUCTION LEADER for RUN-OFF OWNERS 5/8" DRYWALL 6x6 L TRI POST—, GARY AND CORI SCHUMAN 2x6 STUD WALL @ 16" O.C. FIRE BLOCKING BORAL TRIM - 0 267A STATE STREET R-23 STONE WOOL INSULATION spackled, painted `� BROOKLYN, NY 11201 5/8" CS) PLYWOOD SHEATHING TEL; 202-744-8909 C= EK HOUSE WRAP OR #30 FELT PAPER �, Y _00LIUING ROOM 1x8 BORAL CHANNEL SIDING MASTER BEDROOM CARPORT �FALD q - y }1 a` I L 2 LEADER for RUN-OFF CONNECT TO DRYWELL R-30 STYONE WOOL INSULATION 2x8 TRT'D SUB SILL BETWEEN 2x12 F.J. @ 16 O.C. ;,' , 11 cll/ EXCEPT 1X4 BASEBOARD BASEMENT FOUNDATION 10 PD. CONC. FOUNDATION 3/4" SUBFLOOR, NAILED AND GLUED z 2 12 FLOOR JOISTS @ 16 O.C. COC. SLAB WITH o R-30 STONE WOOL INSULATION16 deep THICKENED EDGE 2'X8" TREATED SILL 2 RIGID INSULATION 4 CONCRETE SLAB W/ 6X6 10/10 WWM ON BASEMENT 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL o BASEMENT �> —��- - - J 10 POURED CONCRETE WALL WITH #5 VERTICAL , 24 x24 x12 N REBARS @ 12" O.C. , , 00 , , , COC o 1'-6" X 10" POURED, CONCRETE FOOTING WITH ' ' 3-#4 REBARS - 3 ABOVE BOTTOM OF FOOTING " ; ; ' " ; ' ,� ' ', ' ', � DATE: 09/26/2016 112"X12" ANCHOR BOLTS @ 46 O.C. %, SCALE: 3/8° = 1'-O" 2 RIGID FOAM INSULATION ON EXT'R WALL, 24 BELOW GRADE BITUMINOUS DAMPPROOFING TO GRADEY CD CROSS 201-01) SILL SEAL & TERMITE SHIELD ;%,' 18 -6 12 -0„ SECTION A-A 4” CONCRETE SLAB DWG. NAME -CZD ,-,';'';;' SECTION A-A SCALE: 3/8" - 1'-O» A-5 ©� DWG. NO 1'-8" Z NEW • m z DWELLING r 0v� y W RESIDENCE 0 EAST MARION, NY 840 SOUTHERN BLVD. . W Z 0 z ARCHITECT 0 FRANK UELLENDAHL m 123 CENTRAL AVENUE P.O.BOX 316 / GREENPORT, NY 11944 _ W TEL: 631-477 8624 OWNERS GARY AND CORI SCHUMAN CARPORT o 267A STATE STREET BROOKLYN, NY 11201 TEL: 202-744-8909 SOUTH ELEVATION Y SCALE: 1/8" = 1'-0" Lj LZ -��c.� ' od �1 o z _ � o Q J LE C7 U" Z a C) m U O � N O � p O Q r W o DATE: 09/26/2016 SCALE: ❑ ❑ ❑ 91 SSOUTH ELEVATION 0 o� DWG. NAME STREET ELEVATION 2!o A-6 SCALE: 1/8" = 1'-0" ® DWG. NO NEW • Q DWELLING og v U cn U RESIDENCE 0 EAST MARION, NY 840 SOUTHERN BLVD. Z 0 z ARCHITECT O FRANK UELLENDAHL 123 CENTRAL AVENUE a P.O.BOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 OWNERS EAST ELEVATION o GARY AND CORI SCHUMAN 267A STATE STREET SCALE: 1/8' = 1'-0" W BROOKLYN, NY 11201 TEL: 202-744-8909 Y Li O QED . v IE s a z o m 0 N O rn �U O A DATE: 09/26/2016 \ / SCALE: 1/8" = 1.-0" EAST ELEVATION 0 0IL WEST ELEVATION E g WEST ELEVATION SCALE: 1/8" = 1'-0" DWG. NAME CA-7 DWG. NO l c' NEW w DWELLING o GRAVEL ICE SHIELD UNDERLAYMENT HURRICANE CLIP TYPICAL. ENTIRE FLAT ROOF 0 RAFTER TO TOP PLATE W y LATERAL AND SHEAR CONNECTION WFCM TABLE 3.3 A - (PRESCRIPTIVE ALT.TO TABLE 3.3) - 10 FT WALL HEIGHT L Bd COMMON NAILS EACH O RAFTER AND TP PLATE REQUIRED INW RESIDENCE 0 CLIP NAILEDAFROMRICANEPSON 1-12 / PROVIDE 8d COMMON UPLIFT STRAP CONNECTION REQUIREMENT EAST MARION, NY RAFTER TO STUD. - NAILS @ 4" O.C. AT TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL ROOF TO WALL 840 SOUTHERN BLVD. 5 - 8d NAILS EACH ENDJ SHEATHING. WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 20 FT ROOF SPAN w 5-8d COMMON NAILS IN EACH END OF o APA RATED PLYWOOD TO 1-1/4" X 20 GAGE STRAP OR HURRICANE CLIP o ARCHITECT EXTEND TO TOP OF TOP g FRANK UELLENDAHL PLATE, m 123 CENTRAL AVENUE UPLIFT STRAP CONNECTION REQUIREMENT o P•O.BOX 316 WALL TO FOUNDATION GRTENPORT, NY 11944 TEL; 631-477 8624 WFCM TABLE 3.3 9 - (PRESCRIPTIVE ALT.TO TABLE 3.3) - 20 FT ROOF SPAN OWNERS 5-8d COMMON NAILS IN EACH END OF 1-1/4" X 20 GAGE STRAP GARY AND CORI SCHUMAN 267A STATE STREET BROOKLYN, NY 11201 (2) 1 1/ " WIDE - 20 GAGE SILL PLATE TO FOUNDATION ANCHOR BOLT TEL; 202-744-8909 METHAL STIR PS AT DOORS FOR CONNECTION RESISTING LATERAL & SHEAR LOADS HEADER TO STUD CONNECTION WFCM TABLE 3.2 A - (PRESCRIPTIVE ALT.TO TABLE 3.2) AND FOUNDATION TO STUD CONNECTION 5/8" ANCHOR BOLT @ MAX. 12" O.C. ORr, 1 1/4" WIDE - 20 GAGE 1/2" ANCHOR BOLT @ MAX, 46" O.0 �' a ME AL STRAP ® 48" OC. MAXIMUM. . E3 SILL PLATE TO FOUNDATION ANCHOR BOLT ` ACQ SILL PLATE 1ST FLOOR ' a TOP OF FOUNDATION CONNECTION RESISTING UPLIFT ; WFCM TABLE 3.2 B WRAP + NAIL STRAP 2x6 WOOD STUDS @ 16" OC MAXIMUM ANCHOR BOLT SPACING; 72 INCHES ; ( 4 - 4d NAILS ) AROUND SILL PLATE AT ANCHOR BOLT 1 1/4" WIDE - 20 GAGE METAL STRAP @ 48" OC. N 5 - 8d NAILS LAPPED UNDER SILL PLATE R.O. FOR 9'-9" SLIDING DOOR L� ez WITH TRIPLE JACK STUDS NAIL SHEATHING TO SILL PLAT ' 8d NAILS @ 4" O.C. V ZA I5 a / .".4'•n:ire �'.l:��v✓`•i•i,".•Fd.r., ,"�,�:: °.{.5�:i.r•::' :}]:j:.r,y,.. .r`.t:��:i^�%•Y.',t�j^.,y`f�.i74:�.,.ea`y`:"�' � Z_p , 2 x 8 SILL PLATE •rr ' ;r•;`.;:' >;.^` ,.. "''�`"•'�v.,w•�'i•r.- •!�-.`'';. : / , o ALUMINUM TERMITE FLASHING ,: (2) #4 REBARS , . ,� : :{:; ';r�i=>% .�•"`.tip" '•f±.:r• -'�'; '''�`;;tb:�:t "•;•r-+ M BASEMENT 1/2 x 12" A.B. 46" `,.,D.. •'.j,: 3v�'S,V „+iifi;Rai�iY• rl:.'".3:';.e_2'•,•(+i!,:.'f.•buiR f,Y;,',=:'.'ie:..e°:+ 1)f."i„ :*;"t!'��:.i�,',••' ,''ry `,: " OC. �. wl 3"x3"x3 16" FENDER WASH r^�:� ,-�,.;� �, -:1•: ••;�•��,'; iy."; . j:. .i�:v :1.,,.,•t :;,;t;; jY^:h`?: :r;y`�^:rte4'.•,°k.',?'_••4 �; ?-�::,.'.• '`,: ti: .; �t,•.,.:, ';; :::'••,. r,: z,, ,:;;; o :.' (max. 12 from end of sill play ."•'' , . .i' ~i:i;r :`r''.',,., `r:''±' r'• " ,;*:= `'�• .. , •y:` 'Y•:. .1'i i, '` •i. }1'`�'i'`t;° 2.•+" ..�:'i":.i•.'.J.'".R.L`.1•i.. Y• .. 3'I.' p ra .y• .,. r r,,'•`,t:;,.w• ,;•tet. ..•. .;�iy,.f.^r .,...� :;�.�'j•ti;-•"'r�,�� rn , 11�-2" RIGID INSULATION :`;r,. '' '3,.Y; ''e:.,<• '`r:.•:" "'"' i; `"• o 5 VERTICAL REBAR / ";f=;z r"",: 'f: ': :•'t:'•';t',';; r.+s�;` ii; r:. �' 12" O.C. 4" POURED CONC. SLAB 10 / , , •Y. :;.i•1�:, .}^ :';r� of%`;:Y. ,�:,a: .'+a!,:(:j '•` •a•:!••„3�'^r�i;:.�i:•f:..;", �'p / / i +3, 3,�.. ,�,• .i.,ft„lj ;,, :i•�':,� ,r, ' " P.C.FOUNDATION / :%{`1', r''r `'` �a DATE; 09/26/2016 `.1:`'in: ti' Ls.`''i.'i; .,.i:'•� �4s:^C'�.: :`;i-•`.i:.� .1'' :p�:; .t,^:rE::"''`Y::,',p�:.C. ff_t�':i; c _ '•"' .•!". i> r?;'' :.;:1'J ./,;ri �:ice`.' .,r:••^.;:: ,rar "!,';., ,� Z W W 1'-6n X 10° CONT. FTG. :i �:!c5: ';?: tr' t';a:••:' ;' � SCALE: N.T.S. / - •' "v , ` ',.•• ii%:i• "^.2:3`x• :+3� , / i �.f' q•,2 if;' �`',^3',-i =i. fr:: :�d't-o-reg •:Zr' �y:it;�+. o CONNECTORS / 3 #4 REBARS :';"..:, ti;,: '�= :i'::f. ;.,.:;n;':;i.• '%xr ;..R;.:,;=, .:;;,r•t. ,:�:` 'i':", CRITICAL PATH �o SECTION ELEVATION CONNECTIONS DWG, NAME A-$ HOLD DOWN + SHEAR CONNECTION CRITICAL PATH ©� DWG. NO I GENERAL NOTES DESIGN CRITERIA: Z NEW DWELLING F 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD _ 45 PSF. z o ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS AND DECKS 40 PSF. BUILDING CODE, AND THE NEW YORK STATE ENERGY SLEEPING AREA - 30 PSF. CONSERVATION CODE, AND LOCAL AUTHORITIES. WIND SPEED - 120 MPH .- +; • , - a= 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B WEATHERING - SEVERE " MINIMUM 28 DAY STRENGTH OF 3000 PSI FROST LINE DEPTH - 36" - _ TERMITE - MODERATE TO HEAVY \11111•: '• �, f. ' 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- DECAY - SLIGHT LARCH STRUCTURAL GRADE #2 OR BETTER. ICE SHIELD UNDERLAYMENT REQUIRED - YES \ \ RESIDENCE 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGN IN ACCORDANCE WITH AMERICAN FOREST ,• " - ° :v o PARTITIONS, EXCEPT AS NOTED ON DRAWING. PRODUCTS WOOD FRAME CONSTRUCTION MANUAL •1111 °!° EAST MARION, NY FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD 840 SOUTHERN BLVD. 5 BRIDGING TO BE PROVIDED NOT FOR EXCEED 8.0 AND .00 FWINDBORNE N W 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE DEBRIS PROTECTION SCHEDULE •"�,� z ARCHITECT VERIFIED BY CONTRACTOR(S) PRIOR TO START OF o CONSTRUCTION AND ORDERING OF MATERIALS. THIS PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS FRANK L 123 CENTRRAAL AVENUE• m VENUE FOUNDATION HAS BEEN DESIGNED FOR A SOIL OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS BEARING CAPACITY OF TWO (2) TSF AND GRADES SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER w "' °1111 P.O.BOX 316 ,d,,,,,,,,,,,, GREENPORT, NY 11944 LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT THE GLAZED OPENINGS OF THE PROPOSED DWELLING -J ••:: rararllltrlltrtt >��+ TEL: 631-477 8624 rlirlllllrartil THESE CONDITIONS ARE MET, ALL FILL BENEATH FOR ALL WINDOWS AND DOORS THAT DON'T HAVE OPERATIONAL � • 1111' `�•"�•:•'• trrrrtrnrntl't� ° •,�r�''.' CONCRETE SLABS TO BE COMPACTED TO 95% SHUTTERS OR ARE NOT EQUIPPED WITH IMPACT RESISTANT a�rrrrllrtrrlra OWNERS CD `•\r , rrtartltrtrrlrr - RELATIVE DENSITY. GLAZING, r,rn"rrtrtrrr - GARY AND CORI SCHUMAN IN LENGTH AND OVER TO BE aa��rrtltl4tttr w 7. ALL HEADERS 6.0 FT I �;�, i;`r`rnrt rr 15 0 267A STATE STREET •t 9 z WINDOW SCHEDULE ' It111`'`'ttr SUPPORTED BY DOUBLE UPRIGHTS 9.0 FT AND OVER rrtaruuraltrr � BROOKLYN, NY 11201 = tltErtllrlrlttr TEL: 202-744-8909 rltnlllrrrrt BY TRIPLE UPRIGHTS. ALL HEADERS TO BE � , • r.trrtrlrtttrrarr � MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING, PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 100 200, 400 O rttrrlmrYrtra r?trrnitr�rlrr 8. PROVIDE FIRESTOPPING AT ALL LEVEL SERIES; GLASS TO BE HIGH PERFORMANCE LOW-E GLASS c� ------ PENETRATIONS SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS X;ry° �'� C' HARDWARE - TRIBECA WHITE 9. PROVIDE FLASHING AT ALL ROOF BREAKS, EXTERIOR COLOR: SANDTONE, NO EXTERIOR TRIM, CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERIOR FINISH; PRE—FINISHED WHITE AND DECKS ETC.. Mark Size Description Quantity A Yo A ACW3054 CASEMENT 6 10. DO NOT SCALE DRAWINGS. MN3024 AWNING, tempered 5 B ACW2854 CASEMENT 3 '•<''°1111` ' �' 11. DESIGN CONSULTANTS OR RECORD ARCHITECT— ENGINEER ARE NOT RESPONSIBLE FOR THE AAN2824 STATIONARY PANEL, tempered 3 LR 2 INSPECTION, SUPERVISION, OR ADMINISTRATION OF p 32 XD 611080-4 INSULATED BAGLIDING SEMENT WINDOW 6 e• n� ,°. v V �/ \ J� t THIS CONSTRUCTION PROJECT. FEDERAL STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE E NOT USED • S a - ., - SHALL BE THE RESPONSIBILITY OF THE F FWGD6080L GLIDING DOOR, KITCHEN 1 \.r. ."•(a `�; °,�<, '; , CONTRACTOR. G FWGD 8080 L GLIDING DOOR, BR 2 1 H APW3490 PICTURE WINDOW, SEE 'J' & 'M' 8 �� • -`,�`o F...`-` z 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO J MN3430 FIXED AWNING — LR, DR 10 FACILITATE CONSTRUCTION AND SHALL NOT BE J AAN3430 VENTED AWNING — LR, DR 4 • o g CONSTRUED AS A CONTRACT BETWEEN BUILDER AND K FWHID2980 AR ENTRY DOOR, frosted glass 1 •= =-. OWNER. L 36"x96" SOLID WOOD ENTRY DOOR 1 WEST ELEVATION M APW2080 PICTURE WINDOW 1 N N 13. THIS STRUCTURE HAS BEEN DESIGNED IN N ACW3040 CASEMENT — EGRESS, BASEMENT 1 W ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. DRAWING SCHEDULE �•• ° �- 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL A-1 TITLE SHEET — DESIGN CRITERIA — GENERAL NOTES CHANGES PRIOR TO AND DURING CONSTRUCTION. PATE: 10/23/2017 0 A-2 SITEPLAN . • •• • SCALE: 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE A-3 FOUNDATION PLAN SITE PLAN =N DESIGNED AND SPECIFIED BY OTHERS, A-4 FLOOR PLAN TITLE SHEET 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND A-5 CROSS SECTION PROPOSED 1-STORY 4-BEDROOM SINGLE-FAMILY RESIDENCE IN EAST MARION 9 DESIGN CRITERIA INSURANCE NECESSARY TO PROTECT THE ENGINEER A-6 NORTH & SOUTH ELEVATIONS GENERAL NOTES AND OWNER. A-7 EAST & WEST ELEVATIONS A-8 CONNECTORS, CRITICAL PATH BUILD ING PERMIT AMENDMENT S:2DWG. NAME 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS A-9 NAILING SCHEDULE FRAMING NOTES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. A-10 PLUMBING RISER DIAGRAM 9!o A-1 DWG. NO UNDERGROUND SERVICE NEW FROM ACROSS ROAD m z DWELLING 79'-6• 12'-0° 43'-5• 15'-2• 20'-11° � D II I cn 'I 32"X16" " " ELT" , " I I i! i! HWT 'I h IPANEL I ' DBL. 2X6 FRAMING �; �; I z ° II II II . II II L7 CA BASEMENT WIND" TYP. DBL, FRAMING AROUND EXACT; LOCATION TBD I AROUND SHOWER FLOOR? � o o � L -J STAIR OPENINGGAS ELT. PANEL ;; I ; I o (BARRIER FREE) I o le s ;i FURNACE ;I o I I RESIDENCE EXACT LOCATION TBD L`== Cr-----J` i i m o % I C3 J �--J-,-- S D I ,, • I I E77 I I L _J I p r________� I I UP,., 11 � � F -_' ,I I�hvented w L- - • t� co I , m — _ _ — — J _ I poor %I 0 m EAST MARION, NY — — — — -Zr---- -- --- -- z -- -s� I , I-• 1 , o , I -" 840 SOUTHERN BLVD. r' ti I %L _ I 1 _ F�Fi 11 �, r- 7 F 7(3)2X10 GIRDER I F- --i (3)2X10 GIRDER o 0 o �; 41'�2N ;' --_- f 10 -f/2- s ===' , -a• B• 15'-2" 8• �_. L J B'-3• o�'o r ARCHITECT r---------- WINDOW ----- - a-s EGRESS WINDOW N oil i i �' I U `D N I FRANK UELLENDAHL 'I CXW14 ; LALLY C LUMN STORAGE UNFINISHED v o x I �o o m 123 CENTRAL AVENUE ' " ° I I P.0•BOX 316 SILL HGT: 42" I L, DN 2 -0 x ;-0 x12 CONC. FO TING BASEMENT 1 `� 5'-6" r _____ �_i_________ N I MECHANICAL �E GREENPORT, NY 11944 0 4" CONC. SLAB EQUIPMENT I L TEL: 631-477 8624 J 11 11 1 8'-0" CEILING HEIGHT 4" SLAB ON GRADE OWNERS - PROP D HOUSE TRAP i! 16x8 VENT,11 P, i 1 i I ,, 16x8 VENT ON RCA BASE LAYER I I GARY AND CORI SCHUMAN SEPTIC " II TANK "' ;- - - - - - -- - - - 1 - - - -11- - - - (3)2X12_GIRDER _ _ _ /" / ;./ / . , _.e. 267A STATE STREET — - - - - - - - - ,I . I; - - - - - - - - - - BROOKLYN, NY 11201 200 TRT'D HOUSE 3EAM - 44-8909 13'-0° 17'-0• 200 CIDz X4 TRT'fDDPOST SE BEAM, TYP. I - STORAGE I;i I �� � � 'ARcy q I ca, m ON 10 DIA SONOTUBE I ; l 2'-s• x 7'-s° 7'-s° gyp, fl �E�IF �j ON 2-0 x2-0 x12 CONC, FOOTING — 8" dia SONOTUBE _ a _.�._._._. F J_.—._._._. J CONC. FTG. STRAPPED TO N L — — — — — — I D (2) 2x10 TRT'D BEAM (3) 2x10 TRT'D BEAM 16x8 VENT, TYP. � - - F � L — — — — Jit N v, z 8" tliaSONOTUBE -- 7'-a� - - - - - - - � °O ¢ 1 ZQ 20'-0• C¢� U-) 16'-6° _ NzwCD BASEMENT FOUNDATION CD 3 4" SUBFLOOR, NAILED AND GLUED L — -J 2X12 FLOOR JOISTS @ 16" D.C. 9 w -30 BATT INSULATION LB N N N 2X8 TREATED SILL / W 6 MILL POLY VAPOR ETE SLAB BARRIER ON�CO PW GRAVEL N ^ o z � 8" POURED CONCRETE WALL WITH #5 VERTICAL REBARS @ 12 O.C. a DATE: 12/05/2016 1'-4" X 10" POURED CONCRETE FOOTING WITH SCALE: 1/8" = 1'-0" 3-#4 REBARS - 3" ABOVE BOTTOM OF FOOTING FOUNDATION NOTES 4' LED LIGHT FIXTURE =z 1/2"X12" ANCHOR BOLTS @ 46" D.C. 3 F STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 %� %'� FOUNDATION WALL Y FOUNDATION PLAN 2' RIGID FOAM INSULATION ON EXTERIOR WALL �� BITUMINOUS DAMPPROOFING TO GRADE READY MIX CONCRETE. WALL ABOVE ALL FOOTINGS FOUNDATIONS ETC SHALL REST ON SILL SEAL UNDISTURBED 'SOIL. FOUNDATION PLAN DWG. NAME TERMITE SHIELD ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. SCALE: 1/8" = 17 a o A-3 -1 W. NO UNDERGROUND SERVICE NEW FROM ACROSS ROAD z DWELLING zs'-s'I 12'-0° w Q � 43'-5' 15'-2' I 20'-11° I or 12'-2° i6'-2• r J ITO I�� - - - - II- - - — — ,-� — — — — — Ir- - � I I II I HWT IiI I � W a!/ U " II II II " II II ' 32"X16 El T-11 DBL. 2X6 FRAMING II II I r " BASEMENT WINDOW TYP, DBL. FRAMING AROUND EXA7,1 LOCATION TBD I " 1 m AROUND SHOWER FLOOR � I p z L J • ELT. PANEL STAIR OPENING I (BARRIER FREE) I , FURNACE GAS1 " L Q- C-5 RESIDENCE s'-s" EXACT LOCATION TBD L` �r --J I I — o ,- ,-` sol ' I m T I I L------- r , LI UP 4 I F -'J I ------ ;hvented '�U C� °�- I I n" e 1 L ° 111 _$;�_ —• II • rI --------- -IIII• — EE _ --^- --o 9-3 - -- -- -- C�V EAST MARION, NY II II p 840 SOUTHERN BLVD - IRDER )2X1O GIRDER �� i- 0f ` �_ ________-___ " _ CD Ji it 11 11 1 -415-2 �^ O ARCHITECT 4'-8EGRESSWINDOW c'j cfl I FRANK UELLENDAHL C"iUNFINISHED 'i - 123 CENTRAL AVENUECXW14 Q SILL HGT: 42 O 2'-0"41-0"02" CONC, FING BASEMENT ` ' � 1 P.O.BOX 316 s'- MECHANICAL GRLP ' 1N TE: 631-47786244„ CONC. SLAB NY 1944 EQUIPMENT r II II I ” I 4" SLAB ON GRADE J 1 I I 8-0 CEILING HEIGHT I OWNERS / PROP'D HOUSE TRAP I 16x8 VENT I fYP. I' I ' SEPTIC 16x8 VENT GARY AND CORI SCHUMAN o T I I VENT,!I I I � I ON RCA BASE LAYER TANK — — — — — I — — ,— ' — — — —"— — — — (3 2X12 GIRDER I o 261A STATE STREET I _, —"i_,, — /i" i i ': :/ — — — — — ,i ,,•. i ,i/ , ._._._ _._... —._. �� ,";. ,;; •", _/i — — — — J BROOKLYN, NY 11201 U 13''0' 3'-6" o �0 2x10 TRT'D HOUSE EAM TEL: 202-744-8909 0 2x1O TRT'D HOUSE BEAM, 0 I o Y `R = 4X4 TRT'D POST :I STORAGE I ; ON 10 DIA SONOTUBE l I ' ' �@ Q AR ON 2'-0"x2'-0"x12" CONC. FOOTING ; g � h� IN 8" dia SONOTUBE _ L', ._._.—._.�J_.—._.—._. J._.—•-•— CONC. FTG. STRAPPED TO L — % I I (2) 2x10 TRT'D BEAM (3) 2x10 TRT'D BEAM I ;I 16x8 VENT, TYP. p o I I f J % I — "- - - i mzl I `vo _ 8" dia SONOTUBE 7-4 L< - 11'-B° 20'-0° 18'-6m ¢ O j CD I a CD a p NSW z � BASEMENT FOUNDATION CD U W m 3 4" SUBFLOOR, NAILED AND GLUED L — -J 2X12 FLOOR JOISTS @ 16" O.C. o R-30 BATT INSULATION o s s 2"X8" TREATED SILL w 12"4" CONCRETE SLAB W/ 6X6 10/10 WWM ON w N6 MIL POLY VAPOR BARRIER ON COMP. GRAVELo 8" POURED CONCRETE WALL WITH #5 VERTICAL w o a REBARS @ 12 O.C. DATE: 12/05/2016 Z a SCALE: 1/8" = 1'-0° 1'-4" X 10" POURED CONCRETE FOOTING WITH 3-#4 REBARS - 3" ABOVE BOTTOM OF FOOTING FOUNDATION NOTES —4' LED LIGHT FIXTURE 1�2"X12" ANCHOR BOLTS @ 46" O.C. STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 FOUNDATION WALL FOUNDATION PLAN 2' RIGID FOAM INSULATION ON EXTERIOR WALL READY MIX CONCRETE, WALL ABOVE BITUMINOUS DAMPPROOFING TO GRADE ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON cn SILL SEAL UNDISTURBED SOIL, FOUNDATION PLAN a DWG. NAME TERMITE SHIELD ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. SCALE: 1/8" = 1'-0" a A-3 DWG. NO ELECTRICAL LEGEND ' ONLMOTIONTSENSOR D LIGHT INTERIOR NOTES NEWW W Y W W W Qp DUPLEX RECEPTACLE OUTLET FS751 SMOKE DETECTOR DOORS:ALL INTERIOR DOORS TO BE SOLID CORE WOOD DOORS BATHROOMS: INSTALL OWNER SUPPLIED TILES; LANDSCAPE LIGHTING y m DWELLING QUADRAPLEX RECEPTACLE OUTLET co CO DETECTOR DOOR HARDWARE: LEVERS, OMNIA X42, BRUSHED STAINLESS STEEL SHOWER WALLS CEILING HIGH, FRAME SOAP NICHES UNDER TREE O W W ovp WATER PROOF RECEPTACLE OUTLET A TELEPHONE DOOR TRIM: 3/4"x2-1/4", SQUARE EDGE FRAMELESS SHOWER ENCLOSURES; Q GFi GROUND FAULT INTERRUPTOR OUTLET CM TELEVISION, CABLE BASEBOARD, 10, SQUARE EDGE INSTALL GFI OUTLETS IN BATHS & KITCHEN AS PER CODE W w SURFACE MOUNTED CEILING FIXTURE CEILING FAN ALL WINDOWS AND SLIDERS TO HAVE SHEETROCK RETURNS, NO WOOD TRIM v v r v y W y W SURFACE MOUNTED WALL FIXTURE FLOOR RECEPTACLE OUTLET FLOOR REGISTERS: STANDARD BRUSHED ALUMINUM MECHANICAL: GAS FURNACE VENTED THRU WALL, 2 ZONES y W W W L Y $ SWITCH ® EXHAUST FAN WITH LIGHT ADDITIONAL WALL REGISTERS (RETURN AND SUPPLY) IN LR/DR: STANDARD WHITE OPTIONAL VENTING THRU THE ROOF IN MBR CLOSET AREA W W o $D DIMMER SWITCH LED STRIP LIGHTS PAINTING: ALL WALLS AND CEILINGS TO BE PAINTED W W W L 41 Z HIGH HAT FIXTURE 5:�, EXTERIOR LIGHT CLOSETS TO HAVE JAMB SWfTCHES = cn_ 79'-6' N 12'-0' z - 2D'-"• a RESIDENCE 412' 6'-61/2' 412° 5'-10" 412' 5'-21/2" 4 2° 7'-5° 15'-2° 7'-10" w 7'-6" 11'-2 1/2 13'-2" 43'-6 1/4'1N S-6 1/4' 6'-5 ' 4'-O 4 4'-0' 6'-5 BLUE STONE ❑B © © CONT. HEADER: 5.25"x11-7/8" PSL ® A❑ Az (2) 2xs H R— — — — — EAST MARION, NY ( ) 2x8YPEADER C HOE SOFFIT 840 SOUTHERN BLVD. 0 5 SHELVES COALC STORAGE \ SMOOTH OOTHeCEpENT BD. _ 30 0 30 o FRONT PORCH ARCHITECT w e �OWOSET 2080 BLUE STONE BATH 2480 3 W'I.CLOSET 4�LEADER Z "' I I o co�er (w/LOCK PANTRY FOYER "LINE OF ROOF OVERHANG J FRANK UELLENDAHL LIN.0 Q QJ { ass LIN. (2 rods, 2 shelves m 123 CENTRAL AVENUE DN o f2 P.O.BOX 316 BR 3 E Q (2)2x4 POST filed Show } rod+shelf rod+shelf GREENPORT, NY 11944 S D 2880 Fs-7-Di 5.25'x11-7/8" PSL HEADER 2880 , " 30 0 30 0 O W TEL: 631-477 8624 BILCO 3 0 CLG. HGL: 9'-6" r� 15'-2° a OWNERS DOOR — — 2880 OD Ir�� REE SHOWER GARY AND CORI SCHUMAN T. WINDOW o o — o r co ^ a 0 0� z 267 TREET N o N m D REF, L • �U WELL I } o _ W( JJ \ u N I KIT. qD , ISI SOPP 6R 2 II (� —6" _- CARPORT �� 6 ft HIGH FENCE �`. F97D N ` .0 } CONCRETE SLAB HOSE �, o 6 ft FEN BIB S D -NBR 4 � � I I L1.75°x11-7/8" LVL C.J. @ 16" O.C. OUTDOOR HEADER; 2 2X8, t R. I - { }°_ WITH BRIDGING AC /r SHOWER 4"LEADER � G ( ) yp A p 4"LEADER �„ �� - _CONT. HEADER: 5.25 xt 7/8" PSL — 1 ❑ ❑K ❑F 1.75 x14 LVL C.J. @ 16" O.C. • t W 1 6'-s' WITH BRIDGING a Z 16'-0' 41 2' 6'-101/2^ 41 2° 6'-21/2° 8'_2• r WOOD DECK 74 SF Ln 41'-0" M 0 LR -� c WOOD DECK o a CLG. HGT.; 14'-6 0 623 SF a 5 OA a a L xcn Nz N 'S Z� C p ffi ffi 4 N W W � � � J operational AWNINGS ABOVE o o ¢ m ° HEADER: 5,25"x14" PSL PARALLAM JC� 0 IND 0NO-0^ `�' 0 A a DATE: 12/05/2016 SCALE: 1/8" �z Y FLOOR PLAN PROVIDE JUNCTION BOX FOR POOL EQUIPMENT 2 328 SF DWG. NAME PATIO l 1 l 1- - - - ATIO FLOOR PLAN Po A-4 Pavers) ; „ = 1'-0” l\. SCALE: 1/8 DWG. NO m � DWELLING 0 EPDM RUBBER ROOF SYSTEM ON 3/4" CCA TREATED PLYWOOD SHEATHING � � HURRICANE CLIPS EA ROOF JOIST ON TAPERED 2x8 FIRRING STRIPS @ 16" O.C. X V TO (2) 2x6 TOP PLATE - TO BE PITCHED 1/4" PER FT. U 5 8" DRYWALL on_W LL and CEILING 5.25"x11-7 8" trt'd PSL cont. BEAM DRYWALL RETURN — NO INTERIOR TRIM ROOF CONSTRUCTION / EXCEPT 1X4 BASEBOARD LAYER OF WHITE ca. 1" GRAVEL w RESIDENCE CONVERT LR/DR EXTERIOR WALLS To SHEER WA[L3 1.75 x14 LVL C.J, @ 16 O.C. _ _ E2 CD ADD 5/8" PLYWOOD PANELS TO STUDS R-20 3" CLOSED CELL FOAM INSULATION — — — — _ _ _ d R-30 STONE WOOL INSULATION EAST MARION, NY (e g ROXUL COMFORTBATT RESIDENTIAL) EPDM RUBBER ROOF SYSTEM 840 SOUTHERN BLVD. ON 3/4 CCA TREATED PLYWOOD SHEATHING 3 1.75"x14" LVL HEADER ROOF RUN—OFF TO GALV. INSULATED LEADERS z ( ) INSIDE EXTERIOR WALL HURRICANE CLIPS EA ROOF JOIST DUROC CEMENT BD, z ARCHITECT HURRICANE CLIP EACH ROOF RAFTER TO TO (2) 2x6 TOP PLATE smooth, spackled, painted S FRANK UELLENDAHL WALL STUD CONNECTION o 123 CENTRAL AVENUE P.O.BOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 WALL CONSTRUCTION LEADER for RUN—OFF OWNERS 5/8" DRYWALL 6x6 TRT'D POST GARY AND CORI SCHUMAN 2x6 STUD WALL @ 16" O.C. FIRE BLOCKING BORAL TRIM _ o R-2„3 STONE WOOL INSULATION spackled, painted i B 267A STATE STREET w 5/8 CDX PLYWOOD SHEATHING CC>TYVEK _ 74 00 LIVING ROOM RDIEPLA KE SIDING WRAP OR #30 FELT PAPER MASTER BEDROOM CARPORT . w Ln ', � N Z N Z LEADER for RUN—OFF a o STONE WOOL INSULATION CONNECT TO DRYWELL 2x8 TRT''O SUB SILL BETWEEN 2x12 F.J. @ 16 O.C. BASEMENT FOUNDATION %i 8 PD, CONC. FOUNDATION 3/4” SUBFLOOR, NAILED AND GLUED 2XX12 FLOOR JOISTS @ 16" O.C. CONC, SLAB WITH o z o R-30 STONE WOOL INSULATION „ 16" deep THICKENED EDGE " ' % 2 RIGID INSULATION 2X8 TREATED SILL ;, BASEMENT 4" CONCRETE SLAB W/ 6X6 10/10 WWM ON o BASEMENT I _ _ J N N N 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL 8" POURED CONCRETE WALL WITH #5 VERTICAL , 24%24%12"—� o o N REBARS @ 12" O.C. 00 CONCRETE FTG. l'-4" X 8 POURED CONCRETE FOOTING WITH 3—#4 REBARS — 3" ABOVE BOTTOM OF FOOTING 1/2 X12 ANCHOR BOLTS @ 46 O.C. ' ' ,' o DATE' 12/05/2016 2' RIGID FOAM INSULATION ON EXT'R WALL, 24" BELOW GRADE '; SCALE: 3/8" = 1'-0" BITUMINOUS DAMPPROOFING TO GRADE CROSS 20)-0" SILL SEAL & TERMITE SHIELD 18'-6" 12'-0" SECTION A—A i, 4" CONCRETE SLAB .!' _ ;', o �TZ DWG. NAME „ . , ,C SECTION A-A �o A-5 1'-4" SCALE; 3/8 = l'—O" DWG. NO©¢ Z NEW DWELLING J D Z cn U_ J �_ •I N RESIDENCE 0 EAST MARION, NY 840 SOUTHERN BLVD. El ll-�� z ARCHITECT 0 FRANK UELLENDAHL 123 CENTRAL AVENUE o P.O.BOX 316 GREENPORT, NY 11944 a TEL: 631-477 8624 OWNERS GARY AND Lj CSTATE STREEN L-1 267A T CARPORT BROOKLYN, NY S11 OE TEL: 202-744-8909 SOUTH ELEVATION SCALE: 1/8" = 1'-0" o P� AR(, 4. ts 0 N � v a C � N a � � z c� / ■ El c0 cD N N o O N / \ / > DATE: 12/05/2016 SCALE: 1/8" = l'-O" STREET ELEVATION CARPOR 99 SOUTH ELEVATION o� a DWG. NAME STREET ELEVATION p A-6 SCALE: 1/8" = 1'-0" ® DWG. NO z NEW DWELLING 0 ]J� W O Z cn U � 1 i I N RESIDENCE 0 EAST MARION, NY 840 SOUTHERN BLVD. w z ARCHITECT 0 FRANK UELLENDAHL m 123 CENTRAL AVENUE P.O.BOX 316 ' GREENPORT, NY 11944 w TEL: 631-477 8624 OWNERS EAST ELEVATION o GARY AND CORI SCHUMAN 267A STATE STREET SCALE: 1/8" = 1'-0° W BROOKLYN, NY 11201 TEL: 202-744-8909 3 � Z 0 a a a � c N a U C.7 O E5 V U m p [O [D O O � N N D Z O N N 01 � O ED �O OR DATE: 12/05/2016 \ / � SCALE: 1/8" = 1'-0" 0 0 WEST ELEVATION Y EAST ELEVATION SCALE: 1/8" _ V4 �� WEST ELEVATION O N a DWG. NAME A-7 o if DWG. NO ©a Z NEW M Q DWELLING GRAVEL ICE SHIELD UNDERLAYMENT HURRICANE CLIP z ENTIRE FLAT ROOF TYPICAL. J 0 RAFTER TO TOP PLATE W u) LATERAL AND SHEAR CONNECTION WFCM TABLE 3.3 A - (PRESCRIPTIVE ALT.TO TABLE 3.3) - 10 FT WALL HEIGHT 4-8d COMMON OED ) REQUIRED NEACH RAFTER ANTPPLATE RESIDENCE SIMPSON H2A HURRICAN CD' CLIP NAILED. FROM PROVIDE 8d COMMON RAFTER TO STUD. - NAILS @ 4" O.C, AT UPLIFT STRAP CONNECTION REQUIREMENT EAST MARION, NY TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALLROOF TO WALL 840 SOUTHERN BLVD. 5 - 8d NAILS EACH END SHEATHING. > f]I WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT, TO TABLE 3.3) - 20 FT ROOF SPAN 5-8d COMMON NAILS IN EACH END OF o APA RATED PLYWOOD TO 1-1/4" X 20 GAGE STRAP OR HURRICANE CLIP z ARCHITECT EXTEND TO TOP OF TOP o PLATE. E3 FRANK UELLENDAHL 123 CENTRAL AVENUE UPLIFT STRAP CONNECTION REQUIREMENT o P.O.BOX 316 WALL TO FOUNDATION � GRTEELL;: 6 631 NY 11944 TR T31-477 8624 WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 20 FT ROOF SPAN w OWNERS 5-8d COMMON NAILS IN EACH END OF 1-1/4" X 20 GAGE STRAP = GARY AND CORI SCHUMAN 267A STATE STREET _ BROOKLYN NY 11201 (2) 11/ " wIDE - 20 GAGE SILL PLATE TO FOUNDATION ANCHOR BOLT 9 METAL STR PS AT DOORS FOR HEADER TSTUD CONNECTION CONNECTION RESISTING LATERAL & SHEAR LOADS AR�� O AND FOUNDATION TO STUD CONNECTION WFCM TABLE 3.2 A - (PRESCRIPTIVE ALT. TO TABLE 3.2) 5/8ANCHOR BOLT @ MAX. 72:: O.C. OR 1 1 4" WIDE - 20 GAGE 1/2 ANCHOR BOLT @ MAX. 46 O.C !, b� r ETAL STRAP @ 48" OC. SILL PLATE TO FOUNDATION ANCHOR BOLT 1 ST FLOOR ACQ SILL PLATE CONNECTION RESISTING UPLIFT 4 y TOP OF FOUNDATION WRAP + NAIL STRAP WFCM TABLE 32 B ( 4 - 4d NAILS ) 2x6 WOOD STUDS @ 16" OC MAXIMUM ANCHOR BOLT SPACING; 72 INCHES C N AROUND SILL PLATE o AT ANCHOR BOLT 1 1/4" WIDE - 20 GAGE o METAL STRAP @ 48" OC. o 5 - 8d NAILS K Z LAPPED UNDER SILL PLATE62 R.O. FOR 9'-9" SLIDING DOOR r a NAIL SHEATHING TO SILL PLAT WITH TRIPLE JACK STUDS 8d NAILS @ 4' O.C. o a M� 'i .�,':' 'rte`• �.'f:;:%•:' .s•.4., '::y';r y. ;•7- :'.'d,��{'+;• .%1;.'�:,'~=::.f,d:",•; °,5,��.+,r'' Z 2 x 8 SILL PLATE :r;:=i:::� 'an%'+•> -:.f;. ;;:ri= {r.";' _ _ ( ) # REBARS ALUMINUM TERMITE FLASHING , :.��'',.;.f4t. r'p.,±r, .;,r`=�C.,.f; ,�t•`.:;.„.lr;. ',' .:':U•�,,:.'r-,,�i;.`::�'.���{ ,''--ti:?moi•)"•.t•,;"�''�'f' ry'" t.:`+v••`,�,,.,�!`"-�t.•.' BASEMENT •' :{�:•Y�^``t=.::. ,e-,••'1 ,'�....•%.r e..7 U t,.. m / 1/2” X 12" A.B. @ 46" OC. +v d .. ;,•,�`i ;1: 4+:h ran�F''T :3;.• + ',? :i: i�; :'.'~ ,t' / . w 3"x3"x3 16" FENDER WASH ;•!fir ,•:-:%,�.i4�.^.i '.i: :} .f.,:' „�o' EL / max. 12" from end of sill p la t�$ a>': ,b;::�'_:,,'ra: �>':�-:s.: ;:'r ,�'r;" �•f�.�r: •';;z�: ;•:;�' ':f��::;:�: .�,'� ,, � N N N 2" RIGID INSULATION REBAR i' • t.j,,: . ;'{ 9 512" .t,Rt'',"::�.`:';•�{`>+:f:•;i,:d;n;;::•-'n: ,.'s:;'t;`i::;v;::;-',`i''T:'i•'';`1'::4'' ,�:'- '4:'`;",..',:p;;-•:•::'r;_ .a^':�;c,. �:� ;r„t;�•u�: oc N o o O.C. , d / •ar, :s,' .,.�-i;;... "•,;<', ;.,,. :;r�,:.r-t. Jc:, ;k�>�•n. :ti�*r,•,;..,.: 'd� 4" POURED CONC. SLAB - / 8" P.C.FOUNDATION >. - �;:,, �•. ;•:iii%° , ;v,{.:R: _':•.,;�:.�;i�;'� W1 1'-4" X 8" CONT. FTG. ` :t'•'.kv'i.i�' 'I'`S�n}!•,' :.'•tD'�:i.�,Y(.`-•� �1t !••[, •t'''' :`I•��"``�Lt,^•.:•a.!..f�•::3j�:•rf+Vii�:'"• • ` °f:�''ar,'• DATE- 12/05/2016 ,'s. :v�):S`:• Y' ('v.^ �w / / � : :•;-:: .,� ,��: ,;;^ ,.; W� SCALE: N.T.S. d / , / / '3.'.'7,' :t..e',' a%a:' '•°.:a':'i.*- - �•�':� '5�;� +�5��:�'!' +1,"�:: ...s^�•r��:`t,'.�=��'::' z J3 >';,,. :';: r,:;d' '' ?,.,•,s,' ';s'• ;;:?:, _ o ( ) #4 REBARS CONNECTORS CRITICAL PATH SECTION ELEVATION CONNECTIONS DWG. NAME 0 A-8 HOLD DOWN + SHEAR CONNECTION CRITICAL PATH DWG. NO S.C.T.M.# DISTRICT 1000 SECTION 22 BLOCK 1 LOT 15 SUFFOLK COUNTY DEPARTIV;ENT OF HEEITH SERVICES PERI'AIT rOR APPROVAL Cr CONSTRUCTION FOR A RESIDENCE AND water l-ine(s) MUST Be inspected By The Suffolk County Qept. Of Health Services. -A C- G �' Cali 852-5700, 48 Hours In Advance, To Schedule Inspection(s). DATEkY H.S. REF:. NO�` App Rovrm -t- EXP11RES s HIR_E YES RRS FRO:".° t^- - EX �VATION1HCTIOI4 REs:-() UfRF^OCSANITAR:Y TEM FOR 13 PHTAPTMNO `f I I i WELL WELLDWE _ NG W/WELL WATER / / DWELLING/ W/WELL WATER I \\ DWEL,,W/WELL LWATERO I I W DWELLINGTER LOT 4 � 1-1\ WELL VACANT LOT 5 I LOT 6 \ I LOT 7 I LOT 8 '&P SOUTHERN BOULEVARD \� CL 37.9 CL 37.0 CL 36.2 C! 36.1 MCE F PAVEMENT / MON. N86°49'20"E 225.00' 0.7 E MON. EL 39.5 37.3 OWELLI EL 36.6 ::~ ;Q`; 381.46' / � o _ �•;�':�":� � o Cosi �OT 14 a .•A:r: , W d ' O PROPOSED I DWELLING .�., 5-6BEDROOM SYSTE/ W/WELL WATER 1.500 GAL. S.T. 4 I O w I 8'D1Ax16'DEEP LP. I lzj DWELLN EL 38.9 / EL(39.5) E (39.5 W/WELL WA $N FI 43.5':::•:::::;::::1:0• o: T:s::<: ';• .: LOT 15 <o M ?;?i:•:o: o:;1i;•::;•:::'t:•`4' :: I EL 39.0 I ` . 1.3'E 1 . :' ...................................... �'u):C'i!til:;!�i:��:iii:?%;�:'tt�:(tt�i::;:;:;: ^i'�::.... ..... I ��2 T. ,o•::•>:•::•::........ :>: NSflbl'bs b::.....:::...:...:',.N: LOT 73 150 ry:i:•isi:•:;•:;:::•:;:;:;;2;ii:;t':ti STY. FRM. 2260 S.F.:i>::i:`.i: ++ \ 1 '; DWELLING 19.0'"4: 42.0' / FF......) o EL(39.5) EL(39.5) _ in::.�.�:.::•::•:: .: WOOD DECK ` o ;^:•:;20.0'.:;::::; %1D Z / X Z EL(39.5) A o I I z z \ L.P. SEASONAL m n POOL HOUSE 14�_` m A T 0 WHLFBAH / o PATIO I I I 15 FFL(41.0) :t;.'i:N :.::PQOL::`.;:2'%2 :% 308 S.F. ......�+ :1::;20.x60.•;:a>:•:t•:r -� �-+ --.- MON. EL 40.5 ^ �? _ WATER LINE NO WELL N PROPOSED VISIBLE IN \ I N88'16'200 W WELL MON. THIS AREA 6' CHAINLINK FENCE/ 0.2 N � 0.8'W EL 39.3\ �- i WELL/ 225.83' ING LOT 5 \\ 1 W/WELL WATER /DWELLING � W/WELLDWELL WATER \\ I'll O / MAP OF MIGHPOINT SECT QIP 1 \ � FILED JAN, p1, WELL ELEV. 36.6 �\ 1984 S No,7680 i\ \ -- VACANT OL DR BROWN 0.8' ANDY LOAM - \ LOT 4 LOT 2 \ / BROWN SM - LOAMY SAND 2.3' \ \ \ PALE BROWN \ / / MEDIUM � /x\ SP 70 COARSE SAND 13.9' \ / DWELLING / WELL \ W/WELL WATER \ / O --�LOT 3 \ No WATER - 17' 05-25-16 K. WOYCHUK LS THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS, ZONED R-40 AREA: 33,841.37 SQ-FT. or 0.78 ACRES REVISED 07-06-16 ELEVATION DATUM. NAVD88 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY FRONT YARD: 50' MIN MAP Nor BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN SIDE YARD: 15' MIIN (35' TOTAL) ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLC COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON REAR: 50' MIN. LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INST7TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT IN7ENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD1770AIAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 77.1E PREMISES AT 7HE 77ME OF SURVEY SURVEY OF: LOT 14 CERTIFIED TO: GARY SCHUMAN; MAP OF: AQUAVIEW PARK FILED: JULY 30, 1971 No.5621 SITUATED AT: EAST MARION TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design Ft r P.O. Bos 153 Aquebogue, New York 11931 2016 PHONE (831)298-1588 FAX (631) 298-1588 FILE # 16-88 SCALE: 1"c4•0' DATE:MAY 25, N.YS. L1SC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk