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HomeMy WebLinkAbout39088-ZNo: 37426 Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 631-765-1981 CERTIFICATE OF OCCUPANCY THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 405 Emory Rd, Cutchogue, SCTM #: 473889 Sec/Block/Lot: 103.4-37.1 Date: 2/10/2015 2/10/2015 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/23/2014 pursuant to which Building Permit No. 39088 dated 8/6/2014 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 covered front entry and attached one car garage as applied for. The certificate is issued to Karen Raffel (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0062 1/20/2015 ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 39088 12-22-2014 2/4/2015 George Berry 'A,!� q, :14�4 o ' d Si ature "FFoj> TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE '� • NY 01",SOUTHOLD, r... 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 #: 39088 Date: 8/6/2014 Permission is hereby granted to: Rubenstein S Fam 2012 Irr Trt & Rubenstein, Jordan 2735 Beebe Dr ue, NY 11935 To: construct a new single family dwelling with attached one car garage & covered front entry as applied for At premises located at: 405 Emory Rd, Cutchogue SCTM # 473889 Sec/Block/Lot # 103.-4-37.1 Pursuant to application dated 7/23/2014 To expire on 2/5/2016. Fees: and approved by the Building Inspector. CO - NEW DWELLING $50.00 SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $1,402.40 Total: $1,452.40 Ad-xw-�- Building Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 / Date. 10 _ New Construction: Y/ Old or Pre-existing Building: (check one) Location of Property: 40,95 6 g �� � House No. n Street Haml t Owner or Owners of Property: Ke k) 1 - Suffolk County Tax Map No 1000, Section !0360 Block !!!If_nC-) Lot Subdivision ZZ Q, Filed Map. Lot: Permit No. J dro Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: _ Request for: Temporary Certificate Final Certificate: ck one) Fee Submitted: $ 5U Applicant Signature Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 BUILDING DEPARTMENT Town OF SOUTHOLD CERTIFICATION Dater y / Building Permit No Owner: 1"41zl j e L (please print) Plumber: 6C-0,trt.e S Get �rA (please print) Fax(631)765-9502 Telephone(631)765-1802 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this `7 day of - &,17 20 15 Notary Public, County Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(aD-town.Southold. ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Karen Raffel Address: 405 Emory Rd City: Cutchogue St: NY Zip: 11935 Building Permit#: 39088 Section: 103 Block: 4 Lot: 37.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: home owner DBA: License No: 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 X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 30 Ceiling Fixtures 15 HID Fixtures Service 3 ph Hot Water elec GFCI Recpt 5 Wall Fixtures 11 Smoke Detectors 3 Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 13 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt Emergency FixtureTime Clocks Disconnect 200a Switches 39 Twist Lock Exit Fixtures TVSS Other Equipment: 1 -combination smoke/co detector, 2 -hear lamps, 1 -ARC fault circuit breaker, 3 -paddle fans Notes: Inspector Signature:"y`- Date: Dec 22 2014 V- 81 -Cert Electrical Compliance Form.xls TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ Vf-FOUNDATION I ST ROUGH PLUMBING [ ]FOUNDATION 2ND INSULATION FRAMING/ STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATI N CAULKING REMARKS: 0-2 91 ",7z DATE INSPECTOR fjf so roulm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION I ff_�IUNDATION I ST V F70UNDATION 2ND ]FRAMING/ STRAPPING I FIREPLACE& CHIMNEY ]FIRE RESISTANT CONSTRUCTION ]ELECTRICAL (ROUGH) ]CODE VIOLATION REMARKS: ROUGH PLUMBING INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKING /I DATE— —INSPECTOR, OF SOUI,yo� 3o Lrri TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION KELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Com --- DATE �� � INSPECTOR r4f s cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION IST FOUNDATION 2ND FRAMING/ STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION I ROUGH PLUMBING INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKING DATE 3,9(o, ��OF SO(/Ty0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDA N IST [ ] F DATION 2ND FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY PLUMBING NSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING c WR DATE A/'0;20//5le!LINSPECTOR TOWN OF SOUTFIOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION 4eFIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE � � � � INSPECTOR *'" 39088�- �o��OF SOUTy� coul I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE A CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION OCUADACc. [ ] ROUGH LUMBING [ ] 1 LATION [ FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKING TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL BUILDING PERMIT APPLICATION CHECKLIST SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. n o id Examined 20 i Approved , 20—L— Disapproved a/c Expiration , 20 Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Single & Separate Storm -Water Assessment Form Contact: Mail to: Phone: ------- uilding Inspector i F `!� 9 JUL 2 3 2014 l APPLICATION FOR BUILDING PERMIT Date , 20 i�,G `'` �� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sjgnature �of applic`aJnt or name, if a corporation) i/4 pg Qr SOI^ 1 7 7 1-7 ailing address of applicant) State whether applicant is Glessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises hk yv�s+p_ ( n (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corpora e 9fficer) Builders License No. o� (r? 16—H Plumbers License No. _ Electricians License No._ Other Trade's License No. of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section ` �_ O �J 0 ()Block 4 O Lot �? n0 2 Subdivision Filed Map No. Lot S 7 o CJ ( State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy %5 (- L -ie CA,,io[ >✓q 3. Nature of work (check which applicable): New Building t/ Addition Repair Removal Demolition Other Work 4. Estimated Cost 5 If dwelling, number of dwelling units If garage, number of cars Fee Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Rear. Height Number of Stories Depth Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 1\/4 - 8. Dimensions of entire new construction: Front Rear Depth 4;;s Height Number of Stories 1 9. Size of lot: Front 16201 Rear LOQ f Depth 2-00 r 10. Date of Purchase 1-25A Name of Former Owner 0 Sf e,12 (1� 11. Zone or use district in which premises are situated 11'� 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES Will excess fill be removed from premises? YES O D�.f�� � le��rydj"le �d14. Names of Owner of premises >'iy,�c YlS-kfr) Addressf A �Phone No. —75 Name of Architect /Jf4 U Address V06&o0Phone No Name of Contractor Scc-�7j)f �Address b3 oA d UPhone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES O� * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) QAV1 ' " ID"'' er being duly sworn, deposes and says that (s)he is the applicant (Name of individu 1 signing contract) above named, (S)He is the I .Y 5) Cgp r (Contract gent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me's r' 1 day o _ 20 ( ' Notary Public Signature of AppLufui '41c Li BtANIGH f " hofary Public, State of Now York No. 01 BU51850 a0 Quatified in Suffolk County `/ J� Commission Expires April 14, Scott A. Russell ,��-°su S�F01KI\\�1���`vAT EIK SUPERVISOR J\WA INA\G IEMENT z SOUTHOLDTOWN HALL -P. O. Box 1179 Town of Southold 53095 Main Road - SOUTHOLD, NEW YORK 11971 JUL 2s 2014 CHAPTER 236 - STORMWATER MANAGEMENT.WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) --- ---- ---------------- DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. Excavation or filling involving more than 200 cubic yards -of material within any parcel or any contiguous area. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. �. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. I Site preparation within the .one -hundred -year floodplain as depicted on FIRM Map of any watercourse. Installation of new -or resurfaced impervious surfaces of 1,000 square i feet or more, unless prior approval of a Stormwater Management t 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 comnleted Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: Oa Pic.', wr.�rt (Sig�. Contact Information: Rdcpnmc Numocd Property Address / Location of Construction Work: ray 04c 1f6Kd FORM x SMCP - TOS MAY 2014 S.C.T.M. #: 1000 Dates Dist' ion BI [ SectLo * FOR BL IL.DINNG DEPARTNIL-'NT USE ONLY n Reviewed By: ��� n'`'� Date- Approved ateApproved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review-) APPLICANT: (Property Owner, Design Protessionrl, Agent, Contractor, Other) (� AME: Oow t Jw' 4i km Yrnr •� S' � ..icnanmr /-� .6 S.C,T.NL loonsumUP. - ^ 1x:6.1^— 37l Sectwn giock Lot bad CTER 236 Stormwater Man.ageznent Control Plan CHECK LIST S M C P - Plan Requirements: Provide ONE copy of the Building Permit Application. * 'I7te applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist! Date: �7 • �7 I. A Site Plan drawn.to scale Not Less that 60' to the Inch MUST show all of the following items: a. Location & Description of Property Boundaries YEJ NO NA If You .answered No or NA to any Item, Please Provide Justification Here! If you need additional room for explanations, Please Provide additional Paper. b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by § 236-i7(cu2). d. Test Hole Data indicating Soil Characteristics & Depth to Ground Water. 737 e, Limits of Clearing-& Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum z Intervals) 17 a.V ' g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge ring. j, Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). I, Location of proposed concrete washout area(s). m. Location of all proposed erosion & sediment control measures. 2. Stormwater Management Control Plan must Include Calculations showing that the stormwater improvements are sized to capture, store, and Infiltrate on-site the run-off from all impervious surfaces generated by a two (21 inch rainfall / storm event. 3. Details b Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls: b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g. catch basins, trench drains, etc.) d. Leaching Structures (e.. infiltration basins, swales, etc.) F(.)R ENGINEERVnDEPARTMF.NT USE ONLY *`** Reviewed & Approved By:?fj . FORM SWCP Check List - TOS MAY 2014 I Additional Information is Required. 1 Stormwater Management Control Plan is Not Complete, Stormwatcr Management Control Plan is Complete. SMCP has been approved by the Engineering Department, g g P IName: Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NX 11971-0959 Telephone (631) 765-1802 Ca 99ltl0 orocer.richertnst ny, us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION ESTED BY: K ��-�-1-(_ Date: ZZ tnv Name: -7— No.. No.:. - 16, ( — elo JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax -Map District: �t L_ Z5" v,2 C GC'0-c luvu erection:_ (p--7;, Block: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: *Do -you need a Temp Certificate: Temp Information (If needed) *Service Size: 1 Phase *New Service: Re -connect Additional Information: 82=Request for Inspection Form Lot: YES / NO. Rough In Final YES / NO 3Phase 100 150 C 300 350 400 Other Underground Number of Meters Change of Service Overlie PAYMENT DUE WITH APPLICATION 1000-1e'3-v--?'10.1TOWN OF SOUTHOLD PROPERTY RECORD CARD M OWNER 7 , jjy STREET t4().5 VILLAGE DISTRICT SUB. LOT U4 ro ,5- # IND. /d e, )XIT I misc. FORMER OWNER Zole Z- 4 /, N E 1z ACREAGE I "C' At'/J-4A Ta"ll I W TYPE OF BUILDING RES. SEAS. VL FARM comm. IND. I CB. I misc. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS j, �o ca /J —4 4 2- —/J? — /y v 104 s'ey 1-3)1 "' C4 A le- Z r- 7Z 3r 1y/' /. (Akio, rZm'-Qv�� to Z(_ ARA'5�'Lb (""'soo -';Ms�l 10 �L^Q 0-V QGM0 i vj �---c�/46t P -47e, l;s(&6- 000 AGE BUILDING CONDITION e-4144,401TWsl NEW NORMAL BELOW ABOVE FRONTAGE 0 WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 1 d Tillable 2 DOCK Tillable 3 Woodland Swampland Brushland House Plot L Tota I M. Bldg. Foundation Both Extension Basement Floors Extension Ext. Walls Interior Finish Extension Fire Place I Heat Porch lRoof Type Porch Patio Rooms I st Floor Rooms 2nd Floor 4— Breezeway I Garage Driveway ! Dormer Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 December 31, 2014 Karen Raffel PO Box 1584 Jamesport NY 11947 BUILDING DEPARTMENT TOWN OF SOUTHOLD TO WHOM IT MAY CONCERN: Telephone (631) 765-1802 Fax(631)765-9502 6 3/ boa Q-ot-u 4 Zldavit Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: (J,'�required for ground cover to be done in the spring Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. Final Health Department Approval. lumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39088 — New Dwelling 2/5/15 To Whom It May Concern, I am writing this letter to the Building Department of the Town of Southold to assure all officials that 1 will be planting a full lawn for my new residence at 405 Emory Road, Cutchogue, NY in the spring of 2015, as soon as the weather is warm enough. My hope was to be able to plant the lawn before the winter months but the house was not completed in time for me to successfully have a lawn planted. Once again, I assure all that an appropriate and attractive lawn will be planted as soon as it is possible to do so this coming spring. Thank you for your consideration. Sincerely, Karen M. Raffel 405 Emory Road Cutchogue, NY 11935 CONME D. 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PASCALS cmaty Clerk; Stitffolx owntT 07/21/2014 13:21 6315912684 NORTH STAR TITLE A �L!' Nq %3 O4:031 fn IN�wiiwrafpget Aum a. 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Awnm- a+ =tai Z s+c��► rt 7p'iwr! � "eIJ.I MADa' S'.i16MI'•• tt�i a�wt6.�.A.,ielktxMl+a �swa�tibl44�wa xl.. aiiiia��� c0"RaaKarl • x• r•.+...tea.... MIO MMI .'.Y1 � AdAP GIA' jw rowt4 CW solftwow S► ~000mnr. MLW 3554 l>iuo Ansa WAOWi[ar aBtau►'A MA AUG30 1980 .w.... .� �.�.. .. ... �.. - ..ter -w- . two. �....�+w-w..�.... .. � ..... ���sw.�..... .... �....� .,,oCI4—« low &ft . , Sunny Shores at East CuWhNue - #3231LJ Rib w 00 • • TOW .+� .ti..��. ._... �... ..rr.....� ..........r ...rte .+_.. .�� :� t Oi ./ M cp I'C Y Int O �4 L7 W a4fj �` o 14 N. • a plawAr f re�'o J �► o 0 ZZ Zf 2f !9 lb 4. • Gr 70'" I v a moo$ NORTH STAR TITLE AGENCY, INC. P.O. Box 2423 Aquebogue, New York 11931 STATE OF NEW YORK) MIS COUNTY OF SUFFOLK) VARIANCE SEARCH TITLE NO.: NST -14 -0176 -SS Patricia A. Judd being duly sworn, deposes and says: That she resides at 6 Gatz Road, Riverhead, New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That under her direction, title was examined to the parcels of land described on the annexed Schedule and labeled Parcels A, B, C, D, E and F That said examination, dated June 10, 2014 discloses a chain of Title to determine if any contiguous property was owned by an owner of property involved since the date of any previously applicable Zoning Ordinance as of 1983. And, that this Affidavit is made to assist the Board of Zoning Appeals to the Town of Southold to reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said Board will rely upon the truth thereof. The Liability hereunder is limited to (One thousand do $1,000.00 fo any reason. NORTH STAR TITLE AGENCY, INC. ■ w• _ Patricia A. Judd President Sworn to before me this 14`h day of July, 2014. DIANE A ALLEN NOTARY PUBLIC -STATE OF NEW YORK No. O1 AL6108157 Qualified In Suffolk County My Commission Expires April 12, 2016 TITLE NO.: NST -14 -0176 -SS DESCRIPTIONS PARCEL "A": (SUBJECT PREMISES): ALL that certain plot, piece or parcel of land, situate, lying and being at Cutchogue, in the Town of Southold, County of Suffolk and State of New York, being known and designated as Lot No. 14 as shown on a certain map entitled, "Map of Sunny Shores at East Cutchogue", and filed in the Office of the Clerk of the County of Suffolk on August 30, 1960 as Map Number 3231, which said lot is more particularly bounded and described as follows: BEGINNING at a point on the southerly side of Emory Road distant 150.0 feet easterly from the corner formed by the intersection of the easterly side of Beebe Drive with the southerly side of Emory Road, said point also being where the division line between Lots 13 and 14 on the above mentioned map intersects the southerly side of Emory Road; RUNNING THENCE North 79 degrees 13 minutes 50 seconds East along the southerly side of Emory Road, 100.0 feet to the division line between Lots 14 and 15 on the above mentioned map; THENCE South 10 degrees 46 minutes 10 seconds East along said last mentioned division line, 200.00 feet; THENCE South 79 degrees 13 minutes 50 seconds West, 100.0 feet to the division line between Lots 12 and 14 on the above mentioned map; THENCE North 10 degrees 46 minutes 10 seconds West along said last mentioned division line and the division line between Lot 13 and 14 first above mentioned, 200.0 feet to the southerly side of Emory Road, the point or place of BEGINNING. ALSO, known and designated on the Real Property Tax Map as: DIST: 1000 SEC: 103.00 BLK: 04.00 LOT: 037.001 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) CONTINUED..... Patricia A. Judd being duly sworn, deposes and says that she resides at 6 Gatz Road, Riverhead, New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the variance search made under the above captioned title number. Sworn to before me this 14`" day of July, 2014. DIANE A ALLEN NOTARY PUBLIC -STATE OF NEW YORK No.OIAL6108157 Qualified In Suffolk County My Commission Expires April 12, 2016 NORTH STAR TITLE AGENCY, INC. B Patricia A. Judd President TITLE NO.: NST -14 -0176 -SS DESCRIPTIONS PARCEL "B": (ADJOINING EAST): Lot 15, Map of Sunny Shores at East Cutchogue, Filed: August 30, 1960, Map No. 3231 1000-103.00-04.00-038.000 PARCEL "C": (ADJOINING SOUTH): Lot 22, Map of Sunny Shores at East Cutchogue, Filed: August 30, 1960, Map No. 3231 1000-103.00-04.00-045.000 PARCEL "D": (ADJOINING SOUTHWEST): Lot 12, Map of Sunny Shores at East Cutchogue, Filed: August 30, 1960, Map No. 3231 1000-103.00-04.00-037.003 PARCEL "E": (ADJOINING NORTHWEST): Lot 13, Map of Sunny Shores at East Cutchogue, Filed: August 30, 1960, Map No. 3231 1000-103.00-04.00-037.002 PARCEL "F": (ADJOINING NORTH): EMORY ROAD STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A. Judd being duly sworn, deposes and says that she resides at 6 Gatz Road, Riverhead, New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the variance search made under the above captioned title number. NORTH STAR TITLE AGENCY, INC. B Y(:::� Patricia A. Judd President Sworn to before me this 14`I' day of July, 2014. DIANE A ALLEN NOTARY PUBLIC -STATE Of NEW YORK No.OIAL6108157 Qualified In Suffolk County My Commission Expires April 12, 2016 CHAIN OF TITLE FOR PARCEL "A ": E. Wilson Tuthill and Belle C. Tuthill -to- Alphonse Zolezzi and Josephine Stella Zolezzi, his wife Alphonse Zolezzi and Josephine Stella Zolezzi, his wife -to- Stanley Rubenstein and Harvey Snitiker Stanley Rubenstein and Harvey Snitiker -to- Stanley Rubenstein Stanley Rubenstein -to- Stanley Rubenstein, Jamie Rubenstein and Jordan Rubenstein Stanley Rubenstein, as to his undivided 1/3 interest -to- Kimberly White, as Trustee of the Stanley Rubenstein Family 2012 Irrevocable Trust, as to the undivided 1/3 interest LAST OWNERS OF RECORD. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) TITLE NO.: NST -14 -0176 -SS Dated: April 14, 1965 Rec'd: April 23, 1965 Liber: 5734 Cp 41 Dated: March 24, 1983 Rec'd: April 7, 1983 Liber: 9399 Cp 191 Dated: October 16, 1983 Rec'd: December 2, 1983 Liber: 9468 Cp 476 Dated: June 15, 1992 Rec'd: June 26, 1992 Liber: 11490 Cp 524 Dated: April 16, 2012 Rec'd: May 23, 2012 Liber: 12694 Cp 237 Patricia A. Judd being duly sworn, deposes and says that she resides at 6 Gatz Road, Riverhead, New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That the above are the true chains of title as shown on the record in the variance search made under the above captioned title number. NORTH STAR TITLE AGENCY, INC. BY(::�: Patricia A. Judd President Sworn to before me this 14`h day of July, 2014. DIANE A ALLEN NOTARY PUBLIC -STATE OF NEW YORK No. OIAL6108157 Qualified in Suffolk County My Commission Expires April 12, 2016 CHAIN OF TITLE FOR PARCEL "B ": E. Wilson Tuthill -to- Thomas P. Zolezzi Thomas P. Zolezzi -to- Robert DiMartino, Jr. and Robert DiMartino, Sr. Robert DiMartino, Jr. and Robert DiMartino, Sr. -to- Robert DiMartino, Jr. Robert DiMartino, Jr. -to- Robert DiMartino, Jr. and Caron Jean DiMartino, his wife Robert DiMartino, Jr. and Caron Jean DiMartino -to- Robert DiMartino, Jr. Robert DiMartino, Jr. -to- Robert DiMartino, Jr. and Lynn V. Romaine-DiMartino, his wife STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) TITLE NO.: NST -14 -0176 -SS Dated: October 10, 1966 Rec'd: October 19, 1966 Liber: 6053 Cp 231 Dated: April 15, 1983 Rec'd: April 20, 1983 Liber: 9345 Cp 82 Dated: November 21, 1983 Rec'd: November 22, 1983 Liber: 9463 Cp 328 Dated: January 27, 1986 Rec'd: January 31, 1986 Liber: 9970 Cp 573 Dated: July 9, 1990 Rec'd: August 28, 1990 Liber: 11127 Cp 128 Dated: July 31, 1995 Rec'd: September 12, 1995 Liber: 11741 Cp 213 CONTINUED..... Patricia A. Judd being duly sworn, deposes and says that she resides at 6 Gatz Road, Riverhead, New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That the above are the true chains of title as shown on the record in the variance search made under the above captioned title number. NORTH STAR TITLE AGENCY, INC. BY� � Patricia A. Judd President Sworn to before me this 14`h day of July, 2014. DIANE A ALLEN NOTARY PUBLIC -STATE OF NEW YORK No. OIAL6108157 Qualified in Suffolk County My Commission Expires April 12, 2016 TITLE NO.: NST -14 -0176 -SS CHAIN OF TITLE FOR PARCEL "B ", CONTINUED.... Robert DiMartino, Jr. and Dated: May 20, 1998 Lynn V. Romaine-DiMartino, his wife Rec'd: May 29, 1998 -to- Liber: 11896 Cp 257 James J. Fallon and Margaret M. Fallon, his wife James J. Fallon and Margaret M. Fallon, his wife -to- James P. Noonan and Mary W. Noonan, his wife Dated: July 29, 2002 Rec'd: August 5, 2002 Liber: 12201 Cp 230 James P. Noonan died — Nothing was found of record in Suffolk County Surrogates Court. Mary W. Noonan, as surviving tenant by the entirety -to- Thomas Schenkel and Regina Schenkel, his wife LAST OWNERS OF RECORD. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Dated: May 4, 2011 Rec'd: June 22, 2011 Liber: 12663 Cp 527 Patricia A. Judd being duly sworn, deposes and says that she resides at 6 Gatz Road, Riverhead, New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That the above are the true chains of title as shown on the record in the variance search made under the above captioned title number. NORTH STAR TITLE AGENCY, INC. B Patricia A. Judd President Sworn to before me this 14`h day of July, 2014. DIANE A ALLEN NOTARY PUBLIC -STATE OF NEW YORK No. Ol AL6108157 Qualified In Suffolk County My Commission Expires April 12, 2016 TITLE NO.: NST -14 -0176 -SS CHAIN OF TITLE FOR PARCEL "C": E. Wilson Tuthill Dated: July 15, 1966 -to- Rec'd: July 26, 1966 Edward S. Buchak and Liber: 5999 Cp 582 Felicia Buchak, his wife Edward S. Buchak and Dated: May 21, 1985 Felicia Buchak, his wife Rec'd: June 4, 1985 -to- Liber: 9802 Cp 511 Peter O'Hanlon and Liber: Mary M. O'Hanlon Christopher Spor and Peter O'Hanlon and Dated: November 12, 1987 Mary M. O'Hanlon Rec'd: November 19, 1987 -to- Liber: 10474 Cp 291 Christopher Spor and Madeline Spor, his wife Christopher Spor and Dated: June 22, 1992 Madeline Spor, his wife Rec'd: January 21, 1993 -to- Liber: 11611 Cp 196 John W. Hearn and Joan R. Hearn, his wife John W. Hearn and Dated: December 15, 2009 Joan R. Hearn, his wife Rec'd: January 14, 2010 -to- Liber: 12613 Cp 154 Barbara Allen -Lyall, as Trustee of the Hearn Family 2009 Irrevocable Trust Barbara Allen -Lyall, as Trustee of the Dated: March 21, 2014 Hearn Family 2009 Irrevocable Trust Rec'd: April 10, 2014 -to- Liber: 12770 Cp 131 James Wallace and Pamela Davis, as Joint Tenants with Rights of Survivorship LAST OWNERS OF RECORD. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A. Judd being duly sworn, deposes and says that she resides at 6 Gatz Road, Riverhead, New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That the above are the true chains of title as shown on the record in the variance search made under the above captioned title number. Sworn to before me this 14`h day of July, 2014. DIANE A ALLEN NOTARY PUBLIC -STATE OF NEW YORK No. O 1 AL6108157 Qualified In Suffolk County My Commission Expires April 12. 2016 NORTH STAR TITLE AGENCY, INC. BY: Patricia A. Judd President CHAIN OF TITLE FOR PARCEL "D"• Alphonse Zolezzi and Josephine Stella Zolezzi -to- Harvey Snitiker and Claudette Snitiker Harvey Snitiker and Claudette Snitiker -to- Andreas Santafianos and Fotini Santafianos, his wife TITLE NO.: NST -14 -0176 -SS Dated: August 20, 1981 Rec'd: August 27, 1981 Liber: 9060 Cp 419 Dated: January 31, 1986 Rec'd: February 6, 1986 Liber: 9974 Cp 334 Andreas Santafianos died a resident of Bronx County on December 31, 2001. No proceedings were found of record in Suffolk County Surrogates Court, Fotini Santafianos, as Surviving Tenant by the entirety of Andreas Santafianos -to- Fotini Santafianos and Michael Santafianos LAST OWNERS OF RECORD. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Dated: September 23, 2005 Rec'd: October 19, 2005b Liber: 12415 Cp 385 Patricia A. Judd being duly sworn, deposes and says that she resides at 6 Gatz Road, Riverhead, New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That the above are the true chains of title as shown on the record in the variance search made under the above captioned title number. NORTH STAR TITLE AGENCY, INC. BY: Patricia A. Judd President Sworn to before me this 10 day of July, 2014. DIANE A ALLEN NOTARY PUBLIC -STATE OF NEW YORK No. 01 AL6108157 6luolified In Suffolk County My Commission Expires April 12, 2016 TITLE NO.: NST -14 -0176 -SS CHAIN OF TITLE FOR PARCEL "E": Alphonse Zolezzi and Dated: August 20, 1981 Josephine Stella Zolezzi Rec'd: August 31, 1981 -to- Liber: 9061 Cp 276 -- Stanley Rubenstein and Barbara Rubenstein Stanley Rubenstein and Dated: April 16, 2012 Barbara Rubenstein, his wife Rec'd: May 23, 2012 -to- Liber: 12694 Cp 228 Kimberly White, as Trustee of the Barbara Rubenstein Family 2012 Irrevocable Trust LAST OWNER OF RECORD. CHAIN OF TITLE FOR PARCEL "F": EMORY ROAD STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A. Judd being duly sworn, deposes and says that she resides at 6 Gatz Road, Riverhead, New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That the above are the true chains of title as shown on the record in the variance search made under the above captioned title number. NORTH STAR TITLE AGENCY, INC. rIle BY: Patricia A. Judd President Sworn to before me this 14`h day of July, 2014. DIANE A ALLEN NOTARY PUBLIC -STATE OF NEW YORK No. OIAL6108157 Qualified in Suffolk County My Commission Expires April 12, 2016 SURVEY OF PROPERTY AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, MY 1000-103-04-37.1 SCALD'• 1'-30' JUNE 11, 2014 VACANT SUFFOLK COUNTY DEPARTMENT OF HEALTH SERV!CC5 PER,ma FOR APPROVAL. OF CONSTRUCTION FOR A Si\GL. FA?,*,'. :L:f Pw i0ENrE'.IiiL't'zj _— JUL 6C C TEST HOLE DATA McOONALD GEOSCIENCE 05/19/14 EL. 17.9' DARK BROWN LOAM OL 1' BROWN SILT ML 2.5' PALE BROWN FlNE SAND SP C � 150.40 PROPOSED SEP77C SYSTEM (Z MWROOAO) N [1] 8 FT. 0 x 12 FT. DEEP LEACHING POOL BACKFILL W1 TH 3' SAND (SW) COLLAR 3' MIN. ABOVE GROUND WATER [1] 1,000 GAL. PRECAST SEPTIC TANK RAIN RUNOFF CONTAINMENT: DWELLING: 1,611 Sq. Ft 1,611 x 0.17 x 1 = 274 Cu.Ft. Provide 2 DWs. 8'0 x 4' Deep Connected by Gutters do Leaders D W/ Stu oWaL .ro Mow RDA' EMoRY � S EL PUBLC WAO , I 140.44 FN - a, 17.9 ' iED OwUO 1w 1ER LOT @ :th LP. ® q EP• � �s �T17 9 E EL, 17.41 A MON* FN - el, 18 134.d A70 7p.3' ,35 0 t�pUSE 1�a Fl~ a. 20' � FlN. A ccawabon inspec For Sanitary By Health e 16.8' WATER IN PALE BROWN FlNE SAND SP 17' NOTE: WATER ENCOUNTERED 16.8' BELOW SURFACE FLOOD ZONES FROM FIRM 36103=&W ELEVATIONS ARE REFERENCED W MA "... LOT NUMBERS REFER TO 'MAP OF SLMYMY SHOREV FILED IN THE SUFFOLK COUNTY CLEWS' QFRiEf ON AUG. 30, 1960 AS FILE Na 3755 I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEM FOR SINGLE FAWI..Y RENES and will abide by the conditUma sit forth t[mcfitt and on the permit construct. AREA=20900 90. F 0 O. 1 Otos 1 pW. 1 1 � ion R�Wired OT(2)11 a`ysteM X �,��• rtmenit ONE:1 yp.0r''ll r MpJ. FN. 1 FF, 1.1y E 11 guIWIN� �vE,.OPE _ - O LOT@ $ D W/ � o 1SW + �ppcACc FC 100'40. MON- FN- 16.3 LOT 22 DwEW"D W/ Wa 150' + ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLA 7701V OF SECTION 7209OF THE NEW tVRK STATE EDUCA AON LAW. EXCEPT AS PER SECTION 7209—SUBDIV 9ON Z ALL CER7IFICA7701VS HEREON ARE VAUD FOR TFUS APAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS BEREON. 10 Dw MUr'c LOT 15 MDrE C.L.F. I � ap,s' E 0WON.5', E FN- EI-• 16.5 IED DWIP ro r •. L1C. NO. 49611 PECO ORS, P. C. (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 SOUTHOLD, MY 11971 STREET 114-06:3 j rsT�u (? SURVEY OF PROPERTY PROPOsm sEPnc srll ) A T CUTCHOG UE [A 8 FT P x 12 FT. DEEP LEACHING PC BACKFILL WI1H 3' SAND (SW) COLLAR I TOWN OF SOUTHOLD 3' MSN. ABOVE GROUND WATER [1] 1,000 GAL PRECAST SEPTIC TANK SUFFOLK COUNTY, N. Y, RAIN RUNOFF 611 , CONTAINMENT: 1000-103-04-37.1 1611 x 1,611 Sq. Ft. 1, x 0.17 x 1 - 274 Cu.Ft. SCALK• 1=30' Provide 2 DWs. IWO x 4' Deep JUNE 11, 2014 Connected by Gutters do Leaders AUG. 13, 2014 (CER77F/CA7701VS ADDED) AUG. 14, 2014 (REVISIONS) SEPT. 17, 2014 (FOUNDA7701V LOCATION) Is' + c1m °way p�'1J"P,�c wnr� 10 VACANT 4. 17.4 CERTIFIED TO: ROAD KAREN M. RAFFEL 161' EORY SlWTPoe WFG NATIONAL TITLE INSURANCE COMPANY O' �►1ER • AOo.00 M0N;8FNT ,3 � • E �.• , N79 Mei. FN; 1 17.9 150•00• b� t LOT 15 l � 0 IED • To 'pa 2p.'l' y,4 CONCRETE [3 d LOT N FOU�VW � 3 71ON LOW TEST HOLE DATA LOT 8 McDONALD GEOSaENCE 05/19/14 ZONE X a!' W EL 17.9' DARK BROWN LOAM OL C.4F 1. F BROWN SILT ML MON. FN- FE t.p� 25' N PALE BROWN FINE SAND SP N 8 LOT 6 E 16.8' Igo + WATER IN PALE BROWN FINE SAND SP MON• . E 17' AW• 0a EL NOTE. • WATER ENCOUNTERED 16.8' BELOW SURFACEMON. E 0~Vrt S p JNA% 4 e53� 579«13'5 10 Puex 010 FLODD ZONES FROM FIRM 36103CO164H LOT QZ ELEVA AGNS ARE REFERENCED TO N.A. VD. 06004 W/ OaL LOT NUMBERS REFER M 'MAP OF SUNNY SHORES" Ise + FILED /N THE SUFFOLK COUNTY CLERK'S OFF7CE ON AUG 30, 1960 AS FILE NO. 3231. ftir .}• 1t I am famillar with the STANDARDS FOR APPROVAL ` AND CONSTRUCTION OF SUBSURFACE SEWAGE '!5' DISPOSAL SYSTEM FOR SINGLE FAMILY RESIDENCES' > > and will abide by th a set forth therin and on the permit a ct. AFOA=20,000 . FT. S LIC. NO. 496h ANY ALTERATION OR ADD/7701V Til THIS SURVEY /S A WOLA77ON CONI ORS, P. C. OF SECTION 7209OF THE NEW YORK STATE EDUCA710N LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77nCA770NS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR 1230 TRAVELER STREET 14_063 WHOSE SIGNATURE APPEARS HEREON SOUTHOLD, N. Y. 11971 s F� SURVEY OF PROPERTY A T CUTCHOG UE TOWN OF SO UTHOLD SUFFOLK COUNTY, NY 1000-103-04-371 SCALE 1'-30' JUNE 11, 2014 AUG. 13, 2014 (CERTIFICATIONS ADDED) AUG. 14, 2014 (REVISIONS) SEPT. 17, 2014 (FOUNDATION LOCA7701V) JAN. 21, 2015 (FINAL) VACANT CERTIFIED TO: KAREN M. RAFFEL WFG NATIONAL TITLE INSURANCE COMPANY TEST HOLE DATA MCDONALO GEOSCIENCE 05/19/14 EL. 17.9'r ------i DARK BROWN LOAM OL f' BROWN SILT ML 2.5' PALE BROWN FINE SAND SP SEPTIC LOCA TION ST LP "A w "Br 24' 36.5' 34' 44.5' D CONNECUP OWEW=C WATER ROAD r1110R,PL1MUC WAS W STREET E jam+ j�J. VAULT N79� 0A *1RES__- - - EON19; 150.00 ujw COWEC70 D .ro90C WATER LOT t 16.8' WATER IN PALE BROWN FINE SAND SP 17' NO 7E. WATER ENCOUNTERED 16.8' BELOW SURFACE ZONES FROM FIRM J610JC0164H 77ONS ARE REFERENCED TO N.A. V D. A/C SCDHS REF. No. R10-14-0062 EST17� ® m LP 1 S PP e 34.1 13.4 1 STORYSE FRAME N� 64.7 CANT. LO14 T ZINE X M DMMUNO W/ WELL EL. 17.40 MON. FN- EI-• 18.T „ f� -C CONNECTED DWE WATER O. $, o P00jC LOT 15 {rl FE• O.5' W C,L.F MON. FN. 1.0' w a O O O LOT Z g ae, E DM�NG W/ WELL 10+ MON. E FN. 00, . s�nDE � 100.00' � 0.5 E 579.13+50" 4 DwewTo Pusi cWATER Et» ONNECTO 16.3 NUMBERS REFER TO "MAP OF SUNNY ISH0 " := -� 'Vi::ES AED IN THE SUFFOLK COUNTY CLERK'S i0MCE ON AUG. 30, 1960 AS FILE NO. 3231. ° 1 ami' familiar with the STANDARDS FOR AP 009XI �APJ 3 Q �• /� / -�7' 06 Z ._ 2Q)$ AND CONSTRUCTION OF SUBSURFACE SEWA Ebee, _ u, n DISPPSAL SYSTEM FOR SINGLE FAMILY REST EItE5 .--and 'will abide by the conditions set forth znd found to on the permit construct. be sbz;s actory FORA Psi' XiMiUki OF, AREA=20,000 8. Water J. Hilbert, P .7W Office cf Wastewater RAanagement ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VOLA 11OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALL CER77RCA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. LOT 22 DOWND W/ WML 150'+ LIC. NO. 4961 ORS, P. C. (6 20 FAX (631) 765-1797 P.O. BOX 909 SOUTHTREE T D, N. R 11971 14'-063 C REScheck Software Version 4.5.0 Compliance Certificate Project Karen Raffel Energy Code: Location: Construction Type: Project Type: Conditioned Floor Area Glazing Area Climate Zone: Permit Date: Permit Number: Construction Site: Emory Road Cutchogue, NY 2010 New York Energy Conservation Suffolk County, New York Single-family New Construction O ft2 14% 4 Owner/Agent: Designer/Contractor: Nancy Dwyer Design Consulting Southold, NY • • • UA trade-off Compliance: 0.4% Better Than Code Maximum UA: 261 Your UA: 260 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. Floor 1: All -Wood J oistfFruss: Over Unconditioned Space 1,305 19.0 0.0 0.047 61 Wall 1: Wood Frame, 16" o.c. Window 1: Vinyl Frame:Double Pane with Low -E Door 1: Solid Door 2: Glass Ceiling 1: Flat Ceiling or Scissor Truss 1,346 15.0 0.0 0.077 87 151 0.320 48 20 0.300 6 39 0.310 12 1,305 30.0 0.0 0.035 46 Compliance Statement: The proposed building design described here is consisten ith the building plans, specifications, and other calculations submitted with the permit application. The proposed build' ee designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version d t omply with the mandatory requirements liste in the REScheck In ection Checklist. AJ Name - Title Date Project Title: Karen Raffel Report date: 06/19/1 Data filename: Untitled.rck Page 1 of 7 REScheck Software Version 4.5.0 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. Se iclonPlans Verified Field Verified i1n�n/Plan ReviewVatne Value i"mplles? 6K R ,Ill 103.2 Construction drawings and�4.❑Complies [PR1]1 documentation sufficiently ❑Does Not demonstrates energy code ❑Not Observable compliance for the building ❑Not Applicable envelope. 103.2, Construction drawings and �,, ;❑Complies 403.7 documentation sufficiently Not [PR3]1 demonstrates energy code 4 , compliance for lighting and❑Not Observable er ;❑Not Applicable mechanical systems. Systems serving multiple dwelling units R must demonstrate compliance :with the commercial code. Heating and cooling equipment is Heating: Heating: ❑Complies sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not on loads per ACCA Manual j or Cooling Cooling ❑Not Observable other approved methods. Btu/hrBtu/hr ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Karen Raffel Report date: 06/19/1 Data filename: Untitled.rck Page 2 of 7 Yor.[c PoundatUon impection Compiles? CommentstAssumptio�fs Exposed foundation insulation ❑Complies protection. ❑Does Not ,[-]Not Observable ❑Not Applicable Snow melt controls. ❑Complies ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) � Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Karen Raffel Report date: 06/19/1 Data filename: Untitled.rck Page 3 of 7 S� #�. / R+st�gh�In inspean Pians Verified F#e#d Verified Camp#ies? / C�►anthen�s► .. itialFrarnidg Value Value 402.4.4 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting k❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC "[:]Not Observable ❑Not Applicable 400 that do not exceed code ,limits. `" = IC -rated recessed lighting fixtures �� ❑Complies sealed at housing/interior finish 3 ❑Does Not and labeled to indicate &It;= 2.0 cfm leakage at 75 Pa. � � � � ❑Not Observable ❑Not Applicable 403.2.1 Supply ducts in attics are R- R- ❑Complies [FR12]1 insulated to R-8. All other ductsR_ R_ ❑Does Not in unconditioned spaces or ❑Not Observable outside the building envelope are ! ❑Not Applicable .insulated to R-6. Not applicable if all systems are ductless. 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 ❑Not Observable ducts are sealed. - ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies x ❑Does [FR15i ducts or plenums. _ _ Not ❑Not Observable y x❑Not Applicable HVAC piping conveying fluids R- R- ❑Complies above 105 QF or chilled fluids ❑Does Not below 55 4F are insulated to R-3. ❑Not Observable ❑Not Applicable Circulating service hot water R- R- ❑Complies pipes are insulated to R-2. ❑Does Not []Not Observable ❑Not Applicable Automatic or gravity dampers are ❑Complies installed all outdoor air ❑Does Not on intakes and exhausts. IT? IN E] Not Observablea MMM: r❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) „ Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Karen Raffel Report date: 06/19/1 Data filename: Untitled.rck Page 4 of 7 York lnulain lttspeclton Complies? C©mments/Assumptlictr�s , En All installed insulation labeled or ❑Complies installed R -values provided. ❑Does Not ❑Not Observable' ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Karen Raffel Report date: 06/19/1 Data filename: Untitled.rck Page 5 of 7 of #n #as 4tiQt!oV#s#oris Pans Verified Pte#d Verified Cor plies? Catntt►�s��is .�# Value Value i - 402.4.2, Building envelope tightness ACH 50 = ACH 50 = ❑Complies 402.4.2.1 'verified by blower door test result: ❑Does Not [FI1711 of &It;7 ACH at 50 Pa. This :[-]Not Observable requirement may instead be met ❑Not Applicable via visual inspection, in which :case verification may need to occur during Insulation Inspection. Wood -burning fireplaces have ❑Complies Basketed doors and outdoor❑Does Not combustion air. ❑Not Observable ❑Not Applicable 403.2.2 ' Duct tightness via post- cfm cfm ❑Complies (FI411 construction with maximum ❑Does Not leakage of 8 cfm to outdoors, or ❑Not Observable 12 cfm across systems. For ❑Not Applicable rough -in tests, verification may need to occur during Framing Inspection, with maximum leakage of 6 cfm across systems and 4 cfm without air handler. Programmable thermostats t ., ❑Complies installed on forced air furnaces❑Does Not ' -]Not Observable ❑Not Applicable Heat pump thermostat installed x'❑Complies on heat pumps. ❑Does Not ❑Not Observable []Not Applicable Circulating service hot water � ������� � ❑Com Plies systems have automatic or ❑Does Not �` �� accessible manual controls. ❑Not Observable ❑Not Applicable 403:9.1 [F112]3 Readily accessible switch on heaters for swimming pools. ❑Complies ❑Does Not QNot Observable =❑Not Applicable Y 403,9.2 Timer switches on pool heaters ❑Complies [F119111 and pumps are present. ❑Does Not �❑Not Observable ❑Not Applicable 403.9.3 Heated swimming pools have a ED] Complies [F120]3 cover. Covers on pools heated over 90 QF are insulated to R-12 x '❑Does Not ❑Not Observable ❑Not Applicable Compliance certificate posted. " ; ❑Complies ❑Does Not ❑Not Observable ❑Not Applicable 3Q3.3 Manufacturer manuals for ;❑Complies [F11813 mechanical and water heating equipment have been provided ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Karen Raffel Report date: 06/19/1 Data filename: Untitled.rck Page 6 of 7 11 High Impact (Tier 1) Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Karen Raffel Report date: 06/19/14 Data filename: Untitled.rck Page 7 of 7 SILT FENCE 51TE PROTECTION; TO BE INSTALLED PRIOR TO — THE START OF CONSTRUCTION 0 0 0 0 N 0 O EMORY ROAD CURB CUT TO NEW DRIVEWAY; CONSTRUCTION TRUCKS, N79'1 3'5011E 100.0 EQUIPMENT, TOOLS, ETC. TO ENTRANCE PROPERTY HERE. O O • i��' j•`w y,<,�yyp�'. ;' � ., � i1g:4.i+i� � ' Y�•f."°: ���' 'vt:,\�; 'ok``ti•;'• ti's ..qa:. �. •'y3 sz }` NEW STONE APPROX. LOCATION DRIVEWAY w ?�: �;�q � ' � :xY ^V'�•`� ..: «� ` ' Ji, ire' ;oto ..i Q Yrs:' r+W — 0 0 0 0 N 0 O EMORY ROAD CURB CUT TO NEW DRIVEWAY; STOOP 1/ 1 DKYWELL 2 L W Z LU Z . o CD 501L STOCKPILE DURING o EXCAVATION � FOUNDATION z CONSTRUCTION. TO BE REDISTRIBUTED AROUND HOUSE I O UPON APPROVAL TO BACKFILL 579° 13'50"W 100.00' Lot Area: 20,000 5q.ft. Proposed House: I G95 5q.ft Lot Coverage: 8.4% TEST HALE DATA Ucl)*"a crc-Qmc"F FL O3/Y9/Y4 l7.9' DARK 8WM LORA/ OL RROwN strAe za• PALE aROW FMC S4W Sp 7&8� WATER W PACE WOW nAC SAND W AOM. VMTM ENC"TERPD its, allow SUVAW RUNOFF NOTE: Gutters continuously around; Leader locations a5 shown - all leaders drain to G" 0 PVC pipe to new drywell(5). RUNOFF CALCULATIONS: I G I I x. I G7 x 7.5 = 1994 gallons of runoff @ (1) P-0" x 8'-0" 0 capacity = 300 gallon5 1994 / 300 = G.G4 Runoff Containment Requires: (2) 4'-O"deep x 8'-0" 0 ring (provides 2 400 total capacity) Y) UNEXCAVATED 501L APPROVAL OF STO.%MWATER MANAGEN,!MT CONTRO P;i�'- T n Code C after 36 Dater I •� A roved by: �'4J " i pp DnAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. EROSION & SEDIMENT CONTROLS Shall include but not be limited to: A well maintained Construction Entrance, Wire Backed Silt Fencing, stabilization & Seeding of exposed and/or inactive soils. ROOF GUTTER 10'-0" MIN LEADER ELEVATION / SECTION Not to Scale HOUSE IL ry Q p �t �Wo � ~ N CL/0 0 _ o c Q z C'J Z_ —j W C) (n C) m W 0 L W Z C11 ,W ( J 0 D— o IL/ IL PAGE: 51t CONSTRUCTION TRUCKS, N79'1 3'5011E 100.0 EQUIPMENT, TOOLS, ETC. TO ENTRANCE PROPERTY HERE. O O O NEW STONE APPROX. LOCATION DRIVEWAY w OF 5EPTIC FIELD A5 Q DESIGNED BY b — PECONIC 5URVEYOR5 b ® O TE5T HOLE A5 COMPLETED BY MCDONALD GE05CIENCE CONSTRUCTION "STAGING AREA" DPYWELL I CONCRETE WA5HOU SITE PLAN b FRONT PORCH SCALE: 6" rt 5CTM: 1000-103-4-37.1 15'-1' Information taken from survey prepared 19y John Metzger Peconlc Land Surveyors, PC PROPOSED NEW HOUSE Southold, New York b dated June I 1, 20 14 ATTACHED GARAGE N PROPERTY AREAS: STOOP 1/ 1 DKYWELL 2 L W Z LU Z . o CD 501L STOCKPILE DURING o EXCAVATION � FOUNDATION z CONSTRUCTION. TO BE REDISTRIBUTED AROUND HOUSE I O UPON APPROVAL TO BACKFILL 579° 13'50"W 100.00' Lot Area: 20,000 5q.ft. Proposed House: I G95 5q.ft Lot Coverage: 8.4% TEST HALE DATA Ucl)*"a crc-Qmc"F FL O3/Y9/Y4 l7.9' DARK 8WM LORA/ OL RROwN strAe za• PALE aROW FMC S4W Sp 7&8� WATER W PACE WOW nAC SAND W AOM. VMTM ENC"TERPD its, allow SUVAW RUNOFF NOTE: Gutters continuously around; Leader locations a5 shown - all leaders drain to G" 0 PVC pipe to new drywell(5). RUNOFF CALCULATIONS: I G I I x. I G7 x 7.5 = 1994 gallons of runoff @ (1) P-0" x 8'-0" 0 capacity = 300 gallon5 1994 / 300 = G.G4 Runoff Containment Requires: (2) 4'-O"deep x 8'-0" 0 ring (provides 2 400 total capacity) Y) UNEXCAVATED 501L APPROVAL OF STO.%MWATER MANAGEN,!MT CONTRO P;i�'- T n Code C after 36 Dater I •� A roved by: �'4J " i pp DnAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. EROSION & SEDIMENT CONTROLS Shall include but not be limited to: A well maintained Construction Entrance, Wire Backed Silt Fencing, stabilization & Seeding of exposed and/or inactive soils. ROOF GUTTER 10'-0" MIN LEADER ELEVATION / SECTION Not to Scale HOUSE IL ry Q p �t �Wo � ~ N CL/0 0 _ o c Q z C'J Z_ —j W C) (n C) m W 0 L W Z C11 ,W ( J 0 D— o IL/ IL PAGE: 51t - b Duumr-'L f UD I , WRAP FINISH 5 112" FI RST FLOOR PLAN SCALE: :T = I -0" _ WALL LEGEND: INEW CONSTRUCTION N 2" X 4" STUD FRAME EXTERIOR WALLS, I R-1 5 INSULATION, 8" PLYWOOD i SHEATHING ON EXTERIOR, HOUSE WRAP SIDING AS SELECTED; 2" GYPSUM BOARD ON INTERIOR SIDE I2" X 4" INTERIOR STUD PARTITION, i w/ I LAYER 2" GYPSUM BOARD ON EACH SIDE; USE MOISTUKE/MOLD RESISTANT BOARD IN KITCHEN � BATHROOMS * USE ICEMENT BOARD ON ALL AREAS TO RECEIVE TILE I PROVIDE 2- 2" X 8" HEADERS ABOVE ALL WINDOWS * DOORS I UNLESS OTHERWISE NOTED; HEADER HEIGHTS AS SHOWN ON SECTIONS Ui SEF 24 201+ R/ w Z m W Cn D O z ,C) LLJ ( 1 O CL0 D— mma PAGE: N I N CU Q `o �D 1 FIRE I x N U cz ON 02o :U GAF I 12 I G� I� 9'-0" X 7-0" DOORS i 2- 2" X 10" HEADER - b Duumr-'L f UD I , WRAP FINISH 5 112" FI RST FLOOR PLAN SCALE: :T = I -0" _ WALL LEGEND: INEW CONSTRUCTION N 2" X 4" STUD FRAME EXTERIOR WALLS, I R-1 5 INSULATION, 8" PLYWOOD i SHEATHING ON EXTERIOR, HOUSE WRAP SIDING AS SELECTED; 2" GYPSUM BOARD ON INTERIOR SIDE I2" X 4" INTERIOR STUD PARTITION, i w/ I LAYER 2" GYPSUM BOARD ON EACH SIDE; USE MOISTUKE/MOLD RESISTANT BOARD IN KITCHEN � BATHROOMS * USE ICEMENT BOARD ON ALL AREAS TO RECEIVE TILE I PROVIDE 2- 2" X 8" HEADERS ABOVE ALL WINDOWS * DOORS I UNLESS OTHERWISE NOTED; HEADER HEIGHTS AS SHOWN ON SECTIONS Ui SEF 24 201+ R/ w Z m W Cn D O z ,C) LLJ ( 1 O CL0 D— mma PAGE: FIRST FLOOR PLAN SCALE: 4" = i '-0" WRAP FINISH vv - 5 112" WALL LEGEND: NEW CONSTRUCTION 2" X 4" STUD FRAME EXTERIOR WALLS, R- 15 INSULATION, g" PLYWOOD SHEATHING ON EXTERIOR, HOUSE WRAP 51DING AS SELECTED;' -2" GYPSUM BOARD ON INTERIOR SIDE 2" X 4" INTERIOR STUD PARTITION, 77ZTlT w/ I LAYER Z" GYPSUM BOARD ON EACH 51DE; USE M0I5TURE/MOLD RESISTANT BOARD IN KITCHEN * BATHROOMS * USE CEMENT BOARD ON ALL AREAS TO RECEIVE TILE PROVIDE 2- 2" X 8" HEADERS ABOVE ALL WINDOWS * DOORS UNLESS OTHERWISE NOTED; HEADER HEIGHTS AS SHOWN ON SECTIONS F cr P 2 20114 r Ir)! n N z LU q �- 0 O 0 N 0 IL Q LD Z U' Z_ Q Lam'-• -J PAGE: FI RST FLOOR PLAN SCALE: 4" = I, -o,, G" SQUARE POST, WRAP FINISH WALL LEGEND: NEW CONSTRUCTION 2" X 4" STUD FRAME EXTERIOR WALLS, R- 15 INSULATION, 8" PLYWOOD SHEATHING ON EXTERIOR, HOUSE WRAP 51DING A5 SELECTED; z" GYPSUM BOARD ON INTERIOR SIDE 2" X 4" INTERIOR STUD PARTITION, 7777= w/ I LAYER 2" GYPSUM BOARD ON EACH SIDE; USE MOI5TURE/MOLD RESISTANT BOARD IN KITCHEN * BATHROOMS * USE CEMENT BOARD ON ALL AREAS TO RECEIVE TILE PROVIDE 2- 2" X 8" HEADERS ABOVE ALL WINDOWS * DOORS UNLE55 OTHERWISE NOTED; HEADER HEIGHTS A5 5HOWN ON SECTIONS z L w ~ O O N t] O Q L9 Z U' Z_ J W Q F- C) (1) C) CD W O L W Z W O D— o R/ CL G. U z� r n� w z m p . � U z O z Q U z z z o -53 1LLJ 2 4 2014 ------ -- PAGE. G. 9070 f RONT ELEVATION SCALE: 4" = I' -o" RAf f EL RE51 DENCEN z o � °L 0MO(� O J D W Q L4 Z Z W W Q F— � L } 3 � z PLUMBINGIL -tLLLLIL 11111 ILL � o ALL PLUMBIN(-t WA,::Trr JLWIL ER °L o , s & WAT�.I; N E1) o o TlLL]iT�STINIG BEFORE: �L W U 306e LI-LILRE TW2446 PLUMBER CERTIFICATION TW2652 TW2652 TW2652 ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY W SOLDER USED Ii v' I'i`. %ER (1) fill 11 11 SUPPLY SYSTEM CANNOT D EXCEED 2/10 OF 1 % LEAD. O W z 0 APPROVED AS NOTED DATE- 4-111111 B.P. # t ��a •f'�' O FEE: 14--02"A) BY NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING, PLUMBING, STRAPPING, ELECTRICAL & CAULKING 3. INSULATION I 4. FINAL - CONSTRUCTION & ELECTRICAL LU MUST BE COMPLETE FOR C.O. U ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW Z YORK STATE. NOT RESPONSIBLE FOR All DESIGN OR CONSTRUCTION ERRORS. Ut w z LIM DO NOT PROCEED WITH o IILLLLLL FRAMING UNTIL , SU9VEY :TW2:652 TW2652 p LLILLIM OF FOUNDATION- LOCATION iv HAS BEEN APPROVED. U O U -LL LLL Q U z z Z o RETAIN STORM WATER RUNOFF — PURSUANT TO CHAPTER 236 (J� OF THE TOWN CODE. W O RIGHT SIDE ELEVATION SCALE: 4' = I '-O" ,,. ,. , PAGE: BACK ELEVATION SCALE: 4" = I, -o,, LEFT 51 DE ELEVATION SCALE: 4" = I, -o,, PAGE: 2 FI KST FLOOK PLAN SCALE: 4" = I '-O" 6" ,:)UuHKc ruz�) i , WRAP FINISH - 5 112" WALL LEGEND: NEW CONSTRUCTION 2" X 4" STUD FRAME EXTERIOR WALLS, K-15 INSULATION, 8° PLYWOOD SHEATHING ON EXTERIOR, HOUSE WRAP * 51DING AS SELECTED; �" GYPSUM BOARD ON INTEKIOKSIDE 2" X 4" INTERIOR STUD PARTITION, 777 7Ti w/ I LAYER 2' GYPSUM BOARD ON EACH SIDE; USE M0I5TURE/MOLD RE515TANT BOARD IN KITCHEN It BATHROOMS t USE CEMENT BOARD ON ALL AREAS TO RECEIVE TILE PROVIDE 2- 2" X 8" HEADERS ABOVE ALL WINDOWS * DOORS UNLESS OTHERWISE NOTED; HEADER HEIGHTS AS SHOWN ON SECTIONS W D O L Lu z F) LLJ ( ) O 0 PAGE: 4 PORCH CEILING 2- 1 q" X 74" LVL HEADER – WRAP FINISH HEADER G" SQUARE POST, WRAP FINISH m I " X 8" RIM BOARD PORCH FLOOR CONTINUOUSLY AROUND m 2- 2" X 8" ACQ GIRDER — GRADE BOLTED THRU P05T 4" X 4" ACQ POSTS ON 10" SONOTUBE W/ POURED — "' CONCRETE FOOTING FOOTING DEPTH 20" X 20" X 8"d. (T)P. ALL) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WEATHERING SEVERE FROST LINE DEPTH 3'-O" TERMITE MODERATE TO HEAVY DECAY SLIGHT TO MODERATE WMTER DESIGN TEMP. I I ICE SHIELD UNDER- LAYMENT REQUIRED AS PER MANU FACTU RER'S SPECIFICATIONS/ STATE GODS FLOOD HAZARDS CEILING J015T TO TOP PLATE TOE NAILED NAILING SCHEDULE 2001 56C HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL JOINT DESCRIPTION NAIL QUALITY NAIL SPACING ROOF FRAMING EXTERIOR BALCONIE5 GO RAFTER TO TOP PLATE TOE NAILED 8'-O' WALL 3-8d PER RAFTER 30 1 O' -O" WALL 4-8d PER RAFTER CEILING J015T TO TOP PLATE TOE NAILED 8'-O' WALL: 3-8d PER J0157 30 ICY -O" WALL 4-8d PER JOIST CEIUNG J015T TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP CEILING J015T LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE BLOCKING TO RAFTER TOE NAILED 2-8d EACH END RIM BOARD TO RAFTER END NAILED 2-1 Gd EACH END WALL FRAMING WIND TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd ' PER FOOT TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS- EACH SIDE STUD TO STUD FACE NAILED 2-1 Gd 24" O/C HEADER TO HEADER FACE NAILED I Gd 1 r.' OIC ALONG EDGES TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 Gd PER 2X4 STUD 3-1 Gd PER 2XG STUD 4-1 Gd PER 2X& STUD BOTTOM PLATE TO FLOOR JOIST. 13ANDJOI5T, END JOIST, OR BLOCKING FACE NAILED 2-1 Gel ' -- PER FOOT FLOOR FRAMING JOIST TO SILL, TOP PLATE, OR GIRDER TOE NAILED 4-8d PER J015T BRIDGINGTOJ015T TOE NAILED 2-8d EACH END BLOCKING TO J015T TOE NAILED 2-8d EACH END BLOCKING TO SILL ORTOP PLATE TOE NAILED 3-16d EACH BLOCK LEDGER STRIP TO BEAM FACE NAILED 3-16d EACH J015T J015T ON LEDGER TO BEAM TOE NAILED 3-811 PER JOIST BAND J015T TO J015T END NAILED 3-1 Gd PER J015T BAND J015T TO SILL OR TOP PLATE TOE NAILED 2-1 Gd PER FOOT ROOF SHEATHING STRUCTURAL PANELS 4' PERIMETER EDGE ZONE - 16.0/C - 6' AT PANEL EDGES 8d AND AT INTERMEDIATE 5UPPORT5IN THE PANEL r1ELD INTERIOR ZONE - I G" O/C - G" AT PANEL EDGE5 AND 1 2' AT 8d IINTEPMEDIATE SUPPORTS IN THE PANEL FIELD FOR ROOF SHEATHING WITHIN 4'-O' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-O" ON EACH SIDE OF THE ROOF PEAK, THE 4'-O' PER)METER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED.:1 CEILING SHEATHING GYPSUM WALLBOARD 5,1 COOLERS 7" EDGE / I O" FIELD WALL 5HEATHING STRUCTURAL PANELS 8d 4' EDGE ZONE - I G' OlC - G" AT PANEL EDGES AND 1 2' AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 8d INTERIOR ZONE - I G" O/C - G' AT PANEL EDGE5 AND 12* AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD FIBERBOARD PANELS 7/1 G" Gd 3" EDGE / G" FIELD 25/32" 8d 3" EDGE / G" FIELD GYPSUM WALLBOARD 5d COOLERS 7'EDGE/10"FIELD 8d 4' EDGE ZONE - I G' O/C - G' AT PANEL EDGE5 AND 1 2' AT HARDBDARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD 8d INTERIOR ZONE - I G' O/C - G" AT PANEL EDGES AND 12" AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD FLOOR SHEATHING STRUCTURAL PANELS - ]'OR LESS Sd G" EDGE / 1 2" FIELD ' Nailing requirements are based on wall sni-th,N nailed G inches O.G. at the panel edge. If wall sheaLhmg is nailed 3,-h- O.C. at the panel edge to obt— higher shear capacities, nailing rejuirements for structural members shall be doubled, or alternate connectors, such as shear plates, Shall be Iced to maintain the lead path. ' When wall sheathng is continuo over connected members, the tabulated number of mils shall be permitted to be reduced to I - I Gd nail Per foot. ' Coma on resistant I I gage roofinq nails and 16 les are pemrtted, check IBC for additional reoprevient, 12 3�f- 2 i �44xG DECKINGk 12 G (- R-30 INSULATION DINING ROOM 2" X 12" RIDGE; 51MP50N C520 CONNECTOR (TYP. ALL) / ARCHITECTURAL ASPHALT ROOFING WITH 15# FELT 2N OVER 8" CDX PLYWOOD /On WITH ICE* WEATHERSHEILD @ PERIMETERS t VALLEYS ATTIC SIMPSON H7 CONNECTOR FASCIA, VENTED SOFFIT, 2" X 10" C.J. @ I G" O.C. G" RAFTER OVERHANG 2- 92' LVL DROPPED HEADER 2- 2" X 8" HEADER ABOVE ALL WINDOWS; PROVIDE C520 STRAPPING 8" PLYWOOD 5UBFLOOR 211 X 10" F.J. @ I G" O.C. 32 DIAMETER STRUCTURAL STEEL COLUMN BURIED IN 24" X 24" X 12" POURED CONCRETE FOOTING MT.) BUILDING SECTION "All SCALE:' = I '-O" DESIGN LOAD CALCULATIONS 5TRUCTU RAL MEMBER ALLOWABLE DEFLECTION Raftemhalvmj 510es reater MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (Ib5f) than 3/12 with no flnlshed ceilmej EXTERIOR BALCONIE5 GO DECKS 40 ATTICS WITHOUT STORAGE 30 ATTICS WITH STORAGE 40 ROOMS (OTHER THAN SLEEPING ROOMS) 40 SLEEPING ROOMS 30 Exterior walls - wind loads with CRITERIA FOR CALCULATION OF DEAD LOAD brittle flnl5he5 ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. ARCHITECTURAL GRAPHIC STANDARDS Exterior walls - wind loads with U 120 SNOW GROUND SNOW LOAD 45 lbs. SEISMIC DESIGN CATEGORY 113 WIND WIND SPEED 120 m h EXPOSURE CATEGORY 113 TABLE R30I .G ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBER5 5TRUCTU RAL MEMBER ALLOWABLE DEFLECTION Raftemhalvmj 510es reater U 180 than 3/12 with no flnlshed ceilmej attached to rafters 12' LENGTH Interior walls b artitlons H/1 80 Floors 11 la5tered ceilin6j5 U3GO All other structural memeber5 L/240 Exterior walls with pla5ter or H/3GO Stucco finish Exterior walls - wind loads with U240 brittle flnl5he5 Exterior walls - wind loads with U 120 flexible finishes RAFTER RIDGE LIVING ROOM R-19 INSULATION 3- 2" X 10" GIRDER BASEMENT 4" P.CONC. SLAB ON COMPACTED FILL TYPICAL RIDGE TO RAFTER STRAPPING WOOD J015T 13LOCIIJNG WOOD GIRDER WALL STUD BOTTOM RATE BATHTUB DOUBLE J015T NOTCHED RAFTER RIDGE TYPICAL RIDGE BEAM TO RAFTER STRAPPING J015T FRAMING OVER WOOD GIRDER DOUBLE J015T FOR UNDER A BATHTUB WOOD J015T HA GIRDER/HEF WOOD RAFTER TOP PLATE WALL STUD TYPICAL RAFTS J015T FRAMING FLU5H WITH GIRDEWHEADER WALL STUD BOTTOM PLATE SUB FLOOR DOUBLE J015T DOUBLE J015T FOR NON-BEARING WALLS 2" X 4" 5TU D WALL @ 1 G" O.C. W/ R 15 INSULATION If CDX PLYWD. SHEATHING W/ WRAP * SIDING 2- 211 X G" ACQ 51 LL PLATE OVER TERIMITE SHEILD OVER SILL SEAL; PROVIDE 51MP50N C520 WI LPT4 CONNECTORS 8" DIAMETER ANCHOR BOLTS W/ 7" MIN. DEPTH @ 48" O.C. W/ MIN. 3"X3"xB' WASHER @ PLATE 0 8" POURED CONCRETE FOUNDATION WALL W/ P-4" X 8" d. FTG.; PROV. 2- #4 REBAR IN FOOTING (TYPICAL ALL AREAS) . FOOTING DEPTH APPROX. RIDGE CEILING/ PLATE HEIGHT WINDOW HEADERS b FIRST FLOOR GRADE 2ND. FLOOR WALL STUD 2ND. FLOORPLATE SUBFLOOR RIM BOARD I ST. FLOOR TOP PLATES 15T FLOOR WALL STUD 15T. FLOOR WALL STUD 15T. FLOORPLATE 5UBFLOOR RIM BOARD DOUBLE SILL PLATE FOUNDATION WALL RAFTER TOP PLATE WALL STUD ALTERNATIVE RAFTER TO WALL STUD CONNECTION KING STUDS CRIPPLE 5TUD HEADER JACK 5TUD5 O TYPICAL HEADER CONNECTION NECTION5 HTT22 15T. FLOORTO FOUNDATION CONNECTIONS \ PROVIDE I/2'SPACING BETWEEN THE END STUD SILL GASKET AND THE 2 OTHER 5TUD5 1"1��- F101D- OPENING ANCHORS - AT OPENINGS 4 FOR ALLOWING DOWN STRAP OF 8'-O" AND LARGER ® TERMITE SHIELD HOLDDOWN INSTALLATION CONNECT CORNER STUD 38- 1 Gd SINKER TO TRAN5FEP. SHEAR NAIL5 AS PER 3 2"X4" WD STUD DHL. SILL PLATES FASTEN WITH (2) 6d - (TOOVERLAPJOINT5) COMMON NAILS@ G' O.C. MANUFACTURER @ CORNER TYP. WIND RESISTP FOUNDATION WALL ioN 2"X4" 51LL 51DEWALL PLATE CONNECTION LOCATION: ENOWALL RIDGE -TO -RAFTERS RIM J015T TYP. RAFTER -TO -WALL 5HEAR WALL CORNER CONNECTION mr{" DBL. SILL PLATE SILL PLATES TO FOUNDATION ANCHORING " RAFTER TO -PLATE CONSTRUCTION DETAILS * WIND LOAD PATH CONNECTION DETAILS NOT TO SCALE ANCHOR BOLT (1) :C4 REBAR IN 5HEAR CONE -MIN. PLATE -TO -V1 12' LENGTH 2ND. FLOOR WALL -TC 30" MIN. FOUNDATION REBARLENGTH WALL TYP. HEADER -TO-. 112' MIN. CRIPPLE STUD - H8 or H2.5 I APPLY TO EACH RAFTER 520 (al 18" APPLY TO EACH WALL 5T1 FROM CORNER 5HEAR WALLHOLDDOWN ANCHOR 55TBI G APPLY TO EACH 51DEWALL Et METAL HOLD-DOWN / UPLIFT ANCHOR 15T. PLOORUNDER-5RL PLATE C520 WRAP UNDER DOUBLE SILL PL (USE HATH 3' SQUARE WA51 U9E THE FOLLOWING OR APPRDV[D sIMP90N MtTAL CONNECTORS FORPROPER W ND R6FiTPM CONSTRLCTION. FOLLOW MANUFACTURES RFCOMENDED INSTALLATION INSTRl1CTIONS TD ACHIEVE MANIMUM UPLIFT LOAD CAPPCm U z Q H o In o W O L W z C) (W V J On 41� O Ln.Y� U z � 11Z Lu Z Q ,^ • U z0 Q U z z z o 0 Lu C) PAGE: 5 GENERAL NOTES: • The information on this set of construction documents is to relate basic design intent and frammg details. They are intended as a construction aid, not as a substitute for generally accepted good building practice and are in compliance with current New York State building codes. The general contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and weatherproof completed product. • General contractor to coordinate all subcontractors, scheduling of work and interaction between trades. • The contractor is responsible for ensuring that all work and construction meets or exceeds current federal, state and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this budding plan. • If in the course of construction, a condition exists which disagrees with that as indicated on these drawings, the contractor shall stop work and notify the designer * the engineer immediately. Should he fail to follow this procedure and continue work, he shall assume all responsibility and liability arising therefrom. • Dimensions take precedent over scale - DO NOT SCALE DRAWINGS. • The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences or proceedures or for saftey precautions and programs in connection with the work indicated. There are no warranties for a specific use expressed or implied in the use of these plans. • Contractor to provide hardwired smoke detectors, with battery back up, and with no intervening switches, on all floors and in each bedroom. Verify with local code- requirements oderequirements as per Section R3 17 New York State Residential Construciton Code. Install carbon monoxide detectors as per code. FOUNDATION NOTES: • General contractor to review plans, elevations and details to determine- intended etermineintended heights of finished floor above typical grade. • Existing foundation to be pinned and solid concrete filled with fasteners as shown in budding sections. • Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/sq.ft. • Concrete shall be FC = 3,500 P51 @ 28 days • Concrete on 4' sand or gravel fill minimum, with GxG - 10/ 10 welded wire mesh reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor barrier. Welded wire mesh is to be placed in the top third of the slab and is to be adequately supported by precast concrete bar supports to assure that the reinforcement is held in position during concrete placement and finishing. • Isolation _joints are to be installed between the slab and the wails. Use preformed Joint filler that is to be cut 1/2' below the slab surface and the resultmcg Joint is to be filled with an elastomeric,joint sealant. • General contractor to install cop-r-tex ( or copper) sheet metal termite sheilds between all wood surfaces that are exposed to concrete or masonry surfaces. • Dampproof exterior of foundation wall with a bituminous coating; Foundation excavation is not to be backfilled prior to the installation of the floor framing. PLUMBING * HVAC NOTES: • All plumbing work shall be done by a duly licensed plumber and must conform and adhere to all New York State building codes t saftey requirements. • If wall plates or Joists are cut during the installation of plumbing fixtures or equipment contractor must provide appropriate bracing to tie framing back together. • Baseboard heating is to be hot water and zoned. Plumbing contractor is to adequately size the system and place the baseboards in an unobstructive location in each room required to recieve heat. Minimum of one thermostat for each zone will be required. • Plumbing fixtures to be Kohler brand or approved equal; color to be white, styles as selected by homeowner. • Mechanical subcontractor is responsible for adhering to all applicable codes and saftely requirements. • HVAC subcontractor to fully coordinate system data * requirements with the equipment supplier and to provide final system layout drawing and submit it to general contractor, owner and equipment supplier for final review * approval. ELECTRICAL NOTES: • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include- installation ncludeinstallation of fixtures t. specifications as indicated on plans. Light fixtures to be supplied by owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install all outlets as per code. All work is to be done in strict accordance with the New York State Code by a licensed electrician. All new switches >t outlets to be Levition, standard, supplied * installed by contractor. Contractor to do all hook-ups as required for bathrooms. FRAMING NOTES: All lumber is to be Douglas Fir #2 or better at I G' on center ROOF • All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ' designation refers to current arsenic -free treated wood standards and shall take the place of 'CCA' • All TJI's are to be installed in accordance with the manufacturer's specifications and shall include squash blocking web stiffeners at bearing points on girders and other load bearing areas ATTIC • Structural Steel ASTM A3G - FY = 3G KSI • All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors, straps, etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be nailed/bolted in accordance with the manufacturer's specifications. • All floor sheathing is to be 4" AC type plywood, tongue t groove and shall be glued and screwed to the floor Joists (G" o.c. edges * 12" o.c. field) • Solid blocking is to be installed every 8'-0" max. or mid span of all floor joists with spans exceeding 8'-0'. Blocking is to be installed at all point load bearing points. • Install double. joists under all partitions running parallel • All exterior wall headers to be 2- LVL's as indicated on floor plans * sections and all interior headers are to be 2- 2" x 8' unless otherwise noted. All headers exceeding 5'-0" shall have a double ,jack stud with a single king stud t on exterior walls provide double sill plate (typical). • Provide insulation baffles at eave vents between rafters and soffit vents as indicated on plans • Exterior flashing is to be adequately installed at all connections between roofs, walls, chimneys, projections and penetrations as required by approved constrction practices. FLOOR PLAN NOTES: • Dimensions shall take precedent over scale drawings, DO NOT SCAM DRAWINGS • All interior walls to be covered with 2" gyspusm board with metal corner reinforcing. All drywall products, including gypsum board, screw, ,joint compound, tapes t trim shall be U.S. Gypsum Co. or approved equal. All,jomts shall recieve 3 coats of joint treatment. Sand final coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and spackled, 3 coats, ready for paint. • Interior paint to be Benjamin Moore, walls "antique white' and ceilings white, unless otherwise decided by homeowner. All interior trim * mouldings to be high gloss white. • Insulation ratings and installation locations as indicated on floor plans 4 sections • Interior doors to be solid core wood; style to be determined. • All bath * kitchen area walls and ceihngs adjacent to wet areas to have water resistant drywall, and provide wonderboard for all areas set to recieve tile. • Kitchen to have granite countertops with ceramic tile backsplash; all baths to have white ceramic tile as selected by homeowner. GENERAL WIND PROTECTION CONNECTION NOTES Adapted from Standard for Hurricane Resistant Residential Construction; SSTD 10-99 and 2001 SBC High Wind Edition Wood Frame Construction Fasteners and Connectors for Wood Frame Construction I . A continuous load path between footings, foundations walls, floors, studs and roof framing shall be provided. 2. Approved connectors, anchors and other fastening devices not included in the Standard Building Code, Table 2306. I shall be mstailed in accordance with manufacturer's recommendations. 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the weather or subject to salt corrosion in costal areas, shall be stainless steel or hot dipped galvanized. 4. Where windows and doors Interrupt wood structural panel sheathing and siding, framing anchors or connectors shall be provided at the top and bottom of cripple studs, header studs, and at least one stud at each side of opening. 5. Ridge straps shall be attached to each pair of opposing rafters except where collar ties of I xG or 2x4 lumber is located in upper third of attic space and attach to each pair of rafters. G. Uplift connectors shall be provided at each rafter bearing. 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' of exterior corners. 8. 5111 Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x 1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 Inches of each end of each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located within 12 inches of corners and at spacing not exceeding 4 feet on center. FIRST FLOOR r -k 4"0 ROOF VENT SLOPE" 1/4" PER FOOT PITCH TO DRAIN PLUMBING MISER DIAGRAM NOT TO SCALE di 311 F.A.I. TO SUFFOLKCOUNTY DEPT. OF HEALTH SERVICES APPROVED SEPTIC UNE. 1JU — O O lu O N o Z Q L9 Z U' Z W Q H EC) � o m LU D U z Q z W (S) D O U -..I z LU ICC) ( J O D— O rV R W ON LJ 4 LAUNDRYKITCHEN BATH I TSI -2---1- _ _ -� --�-- �- I i _ 11/4 I �1 1/2 $I I/4 �1 1/2 111/4 11/4 fl1/4 �11R SINK LAV I 0,0 Io 5HCIWER I 2 C.O.11 2 1 1/4 03 3 1 I/4 3 4 4 4 4" C. I. HOUSE TRAP SLOPE" 1/4" PER FOOT PITCH TO DRAIN PLUMBING MISER DIAGRAM NOT TO SCALE di 311 F.A.I. TO SUFFOLKCOUNTY DEPT. OF HEALTH SERVICES APPROVED SEPTIC UNE. 1JU — O O lu O N o Z Q L9 Z U' Z W Q H EC) � o m LU D U z Q z W (S) D O U -..I z LU ICC) ( J O D— O rV R W ON