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HomeMy WebLinkAbout41193-Z �4 FfOt,��DGy Town of Southold 8/28/2018 o - P.O.Box 1179 co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39868 Date: 8/27/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 20795 Soundview Ave, Southold SCTM#: 473889 Sec/Block/Lot: 51.4-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/21/2016 pursuant to which Building Permit No. 41193 dated 11/28/2016 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 COVERED FRONT PORCH AND UNFINISHED BASEMENT PER ZBA DECISION#6825,DATED 01-22-2015, AS APPLIED FOR The certificate is issued to Nikolakakos,Penelope&Stelios of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0078 03-05-2018 ELECTRICAL CERTIFICATE NO. 41193 01-18-2018 PLUMBERS CERTIFICATION DATED 08-21-2018 G ge Be Jr \L0 fill 0A th . ed Signature SUFFoa,r . TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE _oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41193 Date: 11/28/2016 Permission is hereby granted to: Nikolakakos, Penelope 105 Third St Garden City, NY 11530 To: Additions and alterations to an existing single family dwelling as applied for per ZBA, SCHD, and Trustee approvals. At premises located at: 20795 Soundview Ave, Southold SCTM #473889 Sec/Block/Lot# 51.-4-13 Pursuant to application dated 11/21/2016 and approved by the Building Inspector. To expire on 5/30/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $926.40 CO -ADDITION TO DWELLING $50.00 Total: $976.40 Building Inspector Form No 6 "ro\NfN 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- $100.00 3. C6py ofCertificafe-of Occupancy-$:25 - 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. j o /-/,/6 New Construction: Old or Pre-existing Building: 1/ (check one) Location of Property: 20-7 216 House No. Street Hamlet I i r Owner or Owners of Property: csj,.e110's IF PO,1�/p e /��< eG"/�'K Suffolk County Tax Map No 1000, Section Block 0'+ Lot 13 Subdivision Filed Map. Lot: Permit No. "l� {- 1 Date of Permit. Applicant: Health Dept. Approval: 4A_,s Underwriters Approval: IV Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ A plic nt Signature pF SOUlyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �Q roger.richert(aD-town.southoId.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Nikolakakos Address: 20795 Soundview Avenue city:Southold st: New York zip: 11971 Budding Permit#: 41 193 Section: 51 Block: 4 Lot. 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Daniel Wilcenski License No: 4723-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 X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 46 Ceiling Fixtures 17 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 10 Wall Fixtures 12 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 54 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances pW Dryer Recpt 20A Emergency FixtureTime Clocks Disconnect 200A Switches 44 Twist Lock Exit Fixtures TVSS El Other Equipment: 3- Combination Smoke/ CO Detectors, 4- Bath Fans, 1- Range Hood, 7- ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: January 18, 2018 0-Cert Electrical Compliance Form.xls Town Hall,53095 Main Road ® Fax(631)765-9502 P.O.Box 1I79 _1 � Southold,New York 11971-0959 �� ��® ® " LJ � f i BUILDING DEPARTI ENT AUG 2 7 2018 TOWN'01F S® OLD To �^��` CERTIFICATION Date: Bu1lding Peru No. Owner: N i k o IC C1 �C o 5 (please print) Plumber: (please print) I certify that the solder used in the water supply system contains less tlpan 2/10 of 1% lead. lumbers e AA- awom to before me this clay of C 20_4,j� Notay Public, County LB�RRtI ' S'tst90t NGWY>,it H0.01BE4 940 owgied in SullolkCounty Pvm ores g 0tW 31,E/ a / of soul Couffil TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: f-tlV404 �• DATEINSPECTOR qilq SOF SOUT Comm, TOWN OF SOUTHOLD BUILDING DEPT. 765=1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2N [ ] INSULATION [ ] RAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL ) REMARKS: ffkv�OVA01<(FINA DATE- I INSPECTOR OE SO//T�o� / L,24A � I �y�0UN1`I,�c� ll TOWN OF -SOUTHOLD BUILDING DEP +�•G 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 INSPECTOR �` ` ` `00 BOE SO�T�, N O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL_ (FINAL) REMARKS. Ack a4gif 4k"- wIwu&b J S A b DATE T INSPECTOR SObTyOlo- l �cou Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: r �; �- DATE INSPECTOR Of SOU OOUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1Abmto V" mray v4e e-n 4- 1� • fkAgo/ DATE 6 INSPECTOR R q72 Qg soplyo h� �O # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [V�FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Lilt, DATE INSPECTOR �o� olo �yrjf so couMy 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) [ ] ELECTRIC L (FINAL) =MARKS: `'t `WW1'� . DATE INSPECTOR q I Hampton Home Performance (631) 594-7101 PO Box 866 -Bridr ehampton,NY 11932 DATE: 7/12/2018 TEST# 07122018B 2015 IECC/2016NY-ECCC 2016 Duct Leakage Testing Compliance Letter D DD _ iw _ y s E AUG 2 Home Address Tested: 2018 NIKOLAKAKOS RESIDENCE 20795 SOUNDVIEW` BUILDING DEPT. SOUTHOLD,NAY TOWN OF SOUTSOLD Sq. Ft. of area,served(;°d floor): 1,112 sgft S: Test(s)Performed: Duct Leakage,Tes( Lodation=Attic System serving 2"d floor. Must be<or=to 44.5 CFM25 CFM25Allowed=Area Served.Scj Ft. A100 x 4 CFM25= 38.55 CFM25Allowed= 1,d 1.2 4t11,100 x 4 cfm = 44.48 CFM2s Z Result: PASS Exceeds code minimum by 15 %. x� tt� Signatutb confirms the validity of the above test results. Attention Building Inspectors: X Please do not hesitate to call to Pete Vargo RESNET Certified HERS Rater confirm that this test was #2344429 completed by a certified, third PHIUS+ Certified Passive House Rater/Verifier party, independent, professional BPI-DOE Certified Quality Control Inspector(QCI) and to verify TEST # and results. BPI Certified Multi-Family Building Analyst Energy Auditor/Building Performance Consultant (570) 490-3928 ter► - �. FOUNDATION (IST) ffil 1-104 ------------- FOUNDATION 1 AV ROUGH • . PLUMBING 1 �i�!� '*1�7'�'l=�s • IIS 1� , . WTI �V r INSULATION PER N.Y. <<'_ ;IITA, / W ADDITIONAL COMMENTS Bill MIA - - X271mmmin - WZ WA • s TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Z'F� / Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration ��� ,20 D Building Inspector LLS 1155 vv ((�SPPLICATION FOR BUILDING PERMIT NOV 2 1 2016 0Date , 20/,�, TT��BUMDING DEPT. INSTRUCTIONS a. 1 is a PRWIRRMe 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 fb�,re val or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances;building code\h 'sing code,'and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (S'gnature of applicant or name, if a corporation) lhilwqd (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 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 propysed work w 11 be done: 20-7 95 scu-", House Number Street Hamlet County Tax Map No. 1000 Section Block o Lot 13 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premisekand 111tended use and occupancy of proposed construction: a. Existing use and occupancy IJ G IM b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration !� Repair Removal Demolition Other Work (Description) 4. Estimated Cost 2m, "D Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height ' '` Number of:Storiies V 8. Dimensions of entire new construction: Front Rear '�> Depth 0 Height Number of Stories 9. Size of lot: Front J �' Rear C/ 6 Depth 2/q / n i "":i< 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning.law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO V Will excess-fill be removed from premises? YES NOy G-vjgm G fy,X*11530 14. Names of-Owner of premises A10 P iCk6/Ak.�Address l06 3AJSf Phone No. 676 - 3&)-"44 Name of h tit �, nye ?e Address fir 04, ScU Md Phone No SV-76S-ZrS¢ Name of Contractor 0cuytP,4- Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or'a freshwater wetland? *YES NO IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C.-PERMITS',MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. A, 4�' 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 i- ns * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) f `� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE b SUNCH (S)He is the Notary Public, 01 BU6185050wr York (Contractor, Agent, Corporate Officer, etc.) ®ualdied in Suffolk County commission Expires April 14,2 D� of said owner or owners, and is duly authorized to perform or have performed t sai work and to make and file this application; that all statements contained in this application are true to the best of his kno edge an belief; and that the work will be performed in the manner set forth in the application filed ther ith. Sworn to before me this I day of efrn 20 Notary Public Signature of Applicant ;`i;i• �• •'<iS .:5.\ i''i;t j r 7i ii•:: jj:::' r .•,iji•1 ���. ,�yi•uLi% " —,--�-_��1• tti'�i�—,��,.. `•a1u 'tu J � uu ',` sV •fir'' ;,,.,....,. "•Wf 1,y a' ..-• �- _— _-T:r-rn._m['+n-nr.--�.:.r,.-..._..•-.�*'S!"^^^g3�':lvrtm.n•.� 12--`.. –•:n m •' =1' 9 � BOARD OF SOUTHOLD TOWN, TRUSTEES SOUTHOLD,NEW YORK �a���_ Lk PERMIT NO. 8622 DATE: JUNE 17,2015 .'.n;. - I ISSUED TO: STELIOS & PENELOPE NIKOLAKAKOS PROPERTY ADDRESS: 20795 SOUNDVIEW AVENUE,SOUTHOLD SCTM#51-4-13 F AUTH•ORIZATTON ' Pursuant to the provisions of Chapter 275 of the Town Code ofthe Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 17,2015,and in a consideration of application fee in the•sum of$250.06 paid by Stelios&Penelope Nikolakakos and subject to "+ F' the Terms aiid Conditions as stated in the Resolution,`the Southold Town Board of Trustees autfiorizes and ' permits the following: I Wetland Permit•to-reconstruct and renovate existing 1,068sil.ft. d*elling within existing footprint; existing exterior wall s't'ructure'and'biiilding foundation walls to remain; construct a 30sq.ft.addition pinto north vve'sf'corner; construct an 81.3sq.ft. addition onto southeast corner; construct a 217.5sq.ft.covered screen porch onto south side of dwelling; coinstruct a 708sq.ft.outdoor terrace on north side of dwelling using stone pavers on grade; new 72.5sq.ft. outdoor landing with step from dwelling toIEC 4: nW' terrace constructed with.stone payers-on goncrete slab; install gutters to leaders to ,rye I drywells to contain roof runoff; and on landward side of dwelling construct a covered porch with 35sq.ft. steps leading to a 200sq.ft.walkway using stone pavers on concrete . 4 slab to new 2,200sq.ft.-driveway and'parking area with asphalt surface and drywells to ��, contain runoff; and as depicted.,on the site plan prepared by Ural Talgat,Architect,last! dated June 6,2015, and stamped "approved din•Jiily•16,2015. , IN WITNESS WHEREOF,the said Board of Trustees hereby'causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. ` "•' «`': •���1 it I 1 'i _ • �y Il•h 'S` QM �•, I 1 'y Yui•-' ` � � i or G�� I =1 I Q � •/,� //'�) ,�(7 � {!t 'Y,� Cay y t.. �' � :i. �_—.1:4r:S till .• _�, ;rt „�\\�.- Mr ��,•. _ ..?,r– ..;;��`nil ..?n u�\. \, '.;.,.. � Iii::-•_ _ ��.tiJ'" `:�)• 1• '✓ •,�1. •���`•.- i\ti:: •,I,f O��QF !/ryol Michael J.Domino,President SUTown Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 y P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski apQ Telephone(631) 765-1892 Greg Williams 'yCOUNV, Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1501C Date: August 21, 2018 THIS CERTIFIES that the reconstruction and renovation of existing 1,068 sq. ft. dwelling within existing footprint,• existing exterior wall structure and building foundation walls to remain; construct a 30 sg ft addition onto northwest comer,• construct an 81.3 sq. ft. addition onto southeast comer,• construct a 217.5 sq ft covered screen porch onto south side of dwelling; construct a 708 sq, ft, outdoor terrace on north side of dwelling usingstone tone pavers on grade;new 72.5 sq. ft. outdoor landing with step from dwelling to terrace constructed with stone pavers on concrete slab; install gutters to leaders to drywells to contain roof runoff,• and on landward side of dwelling construct a covered porch with 35 s . ft steps leading to a 200 sq ft walkway usingstone tone pavers on concrete slab to new 2,200 sq.. ft. driveway and parking area with asphalt surface and dDyells to contain runoff,• At 20795 Soundview Avenue, Southold Suffolk County Tax Map#1000-51-4-13 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 23,2015 pursuant to which Trustees Wetland Permit#8622 Dated June 17,2015,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the reconstruction and renovation of existing 1,068 sq ft dwelling within existing footprint; existing exterior wall structure and building foundation walls to remain,• construct a 30 sq ft addition onto northwest comer; construct an 81.3 sq. ft. addition onto southeast comer; construct a 217.5 sq ft covered screen porch onto south side of dwelling,• construct a 708 sq ft outdoor terrace on north side of dwelling usin stone pavers on grade; new 72.5 sq. ft. outdoor landing with step from dwelling to terrace constructed with stone pavers on concrete slab; install gutters to leaders to dnmells to contain roof runoff,• and on landward side of dwelling construct a covered porch with 35 sq ft steps leading to a 200 sq. ft.walkway stone tone pavers on concrete slab to new 2,200 sq ft driveway and parking area with asphalt surface and daHells to contain runoff. The certificate is issued to Stelios&Penelope Nikolakakos owners of the aforesaid property. D [ECROVIE , Authorized Signature p AUG 2 1 2018 3 TffiD G DEPT. Towty e%4"snviHOLD FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT, SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: November 12, 2014 TO: Ural Talgat (Nikolakakos) 4367 th Street Greenport, NY 11944 Please take notice that your application dated November 3, 2014 For a permit to construct additions and alterations to a single family dwelling at Location of property 20795 Soundview Avenue, Southold, NY County Tax Map No. 1000 - Section 51 Block 4 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXII Section 280-116 which states; "All buildings located on lots adjacent to sounds and upon which there exists a bluff or bank landward of the shore or beach shall be set back not fewer than one hundred (100) feet from the 10D of such bluff or bank." T ro ose�co ructi n not s a setback of+/- 47 feet from the top ofbluff, at its closest point. ""/ /z Au o ed Sig ure Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. c✓1S'E BOARD MEMBERS *®f SO Southold Town Hall Leslie Kanes Weisman,Chairperson � �plO 53095 Main Road o P.O.Box 1179 Southold,NY 11971-0959 Eric Dantesss Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning �` ® �® 54375 Main Road(at Youngs Avenue) Kenneth Schneider CQU ,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD r � I i tfaN 3 0 215 Tel. 631 765-1809•Fax 631 765-9064 i BLDG DEPT TOWN OF Soul`in,,D FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 22,2015 ZBA FILE: 6825 NAME OF APPLICANT: Stelios and Penelope Nikolakakos SCTM#1000-51-4-13 PROPERTY LOCATION: 20795 Soundview Avenue(adj.to Long Island Sound), Southold,NY SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 29, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated December 22, 2014. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. The LWRP report recommends the applicants install and maintain a 15ft vegetated buffer from the top of the bluff to mitigate storm water runoff and enhance bluff stability. PROPERTY FACTS/DESCRIPTION: Subject parcel is a non-conforming 22,660 square foot parcel located in an R-40 Zone. The parcel has 96.00 feet of bulkhead frontage on the Long Island Sound. It runs 219.39 feet on the East side, 117.86 feet along Soundview Avenue, and 200.84 feet on the West side. The parcel is improved with an existing 1 story frame house. The existing structure is 51'2" from the top of the bluff. The survey shows there is a concrete cover seaward of the existing house. All is shown on the survey by Peconic Surveyors P.C. dated May 16, 2006 and last updated August 8,2013 and on a site plan by Ural Talgat,Architect dated 10-29-2014. BASIS OF APPLICATION: Request for Variance from Article XXII Section 280-116A(1) and the Building Inspector's November 12, 2014 Notice of Disapproval based on an application for building permit for additions and alterations to a single family dwelling, at; 1) less than the code required setback of 100 feet from the top of bluff. RELIEF REQUESTED The applicant requests a variance to construct additions and alterations resulting in a setback of+/- 47 feet from the top of the bluff where a 100 foot setback is required. Page 2 of r—January 22,2015 ZBA#6825—Nikolakakos SRM#1000-51-4-13 ADDITIONAL INFORMATION: Testimony was taken that the concrete cover in the rear yard is the cover of an active water well. County water is not available on this section of Soundview Avenue. Testimony as well as site inspection showed that other homes in the neighborhood are less than 100 feet from the bluff. Further, Suffolk County Soil and Water Conservation District issued a report dated December 29,2014. The report stated: "The bluff was found in stable condition with good vegetative cover. The foreground (yard) leading to the bluff ° top is in turf grasses. The retaining wall built into the bluff face is in fair condition. The stairwell leading to the beach is also in fair condition.... The general topography of the property is sloping away from the bluff face and the land itself is entirely vegetated turf grass and some trees. It is recommended that the building plans include diverting landward any runoff that may develop during construction. During construction, it is further recommended that heavy machinery, or supplies be stored...a minimum if a 25' setback from the top of the bluff." FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 8,2014 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law &267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby-properties. The area consists of single family homes many of which are set back less than 100 feet from the top of the bluff. The additions and alterations will increase the nonconformity by 3.3'. This slight increase is for steps and a landing. The existing setback for the house is being maintained. 2. Town Law §267-b(30)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing setback for the house is non-conforming. Any additions and alterations to the existing residence would require variance relief. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 53%relief from the code. However, the additions and alterations are consistent with the LWRP, and the Soil and Water Conservation District Report found the property to be suitable for the current proposal. The existing footprint shall be maintained,the applicant is constructing a second story addition. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and install a 15' vegetative buffer at the top of the bluff and pitch all storm water runoff away from the bluff during the course of construction. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a 2 story house while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Weisman (Chairperson), and duly carried,to Page 3 of 3'—January 22,2015 ZBA#6825—Nikolakakos SCTM#1000-51-4-13 GRANT the variance applied for, and shown on survey by Peconic Surveyors P.C. dated May 16, 2006 and last updated August 8, 2013 and on a site plan and architectural drawings by Ural Talgat, Architect dated 10-29-2014 and 11-14-14 and labeled North, South,East, and West Elevations, and first and second floor. CONDITIONS: 1) The applicant shall install and maintain a 15 foot vegetated buffer with a pathway to get the existing staircase on the bluff. 2) The applicant shall pitch all storm water runoff away from the bluff. 3) The applicant shall not operate heavy machinery or store construction materials within 25 feet from the top of the bluff. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays andlor a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one(1)year terms. Vote of the Board: Ayes•Members Weisman (Chairperson), Schneider, Horning, Dantes. (Absent was Member Goehringer). This Resolution was duly adopted(4-0). c Leslie Kanes'Weisman, Chairperson Approved for filing / /A /2015 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson SOF SO Southold 53095 Main Road•P.O.Box 1179 �� l® Southold,NY 11971-0959 Patricia Acamporaq ' Office Location: Eric Dantes Town Annex/First Floor,Capital One Bank Gerard P.Goehringer • COQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento COUNTY Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631)765-9064 D [EC[ED'v[EDD May 15, 2017 MAY 1 6 2017 William Swiskey, Jr. 70 Gillette Drive BUILDING DEPT. East Marion,NY 11939 TOWN OF SOUTROLD RE: Request for De Minimus Determination #6825, 20795 Soundview Drive, Southold Dear Mr. Swiskey; We are in receipt of your correspondence dated May 1, 2017 requesting a de minimus determination in the above referenced Zoning Board of Appeals decision. In your letter, you are seeking an approval to replace the floor system in an existing single family dwelling by removing the existing exterior walls intact and reinstalling them upon completion of a new floor system. The proposed structural change does not constitute a demolition nor increase the degree of non-conformity relating to area setback from the top of bluff granted by the Zoning Board of Appeals. Based upon the information provided, I have determined that your requested structural modification is de minimus in nature because the proposed change does not constitute a demolition nor does it increase the non-conformity. Furthermore,the intent of the original ZBA decision will not be altered. Please be advised that the conditions set forth in Appeal No. 6825 will still apply. Contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. Since y, Leslie Kanes Weisman Chairperson cc: Michael Verity, Chief Building Inspector " l I Swiz6 Construction '. William Swiskey Jr. } 70 Gillette Drive,East Marion NY 11939 } 631-388-3665 Swiz6@aol.com . 5/1/17 Southold Town Building Department&Zoning Board of Appeals REEVED RE: Nikolakakos Property 2795 Soundview Drive,Southold NY MAY 0 2,2017 ZO111AIG BOARD OF App Dear Southold Town Building Department&Zoning Board of Appeals, This letter is to seek approval to replace the floor system on the above said property due to safety concerns. Upon demolition of the existing structure the current floor system is structurally deficient and not properly tied to the foundation. I am requesting approval to replace the existing floor joists and girders. Sill plates will be added to properly tie the structure to the foundation. We understand that 25% of the existing structure must remain. In complying with that we plan to maintain the original foundation plan and remove the existing exterior walls intact and reinstall upon completion of a new floor system. Multiple safety issues were discovered upon demolition and include: - No Sill Plates - Floor system is not tied to the foundation - there is no box beam - the existing walls sit on a single 2x8 ledger around the entire perimeter,causing shifting of the structure - 2x8 floor joists are over spanned and deflecting over 1" - East side of structure has 2x6 floor joists which are insufficient to carry any load - Existing girders consist of 2-2x6's with splice made in center span and are deflecting over 1" and cracking .y Replacing the floor system would allow us to properly tie the foundation,the sill,the floor beams and wall systems together. It will give a stable and secure platform for the two-story renovation. It would also prevent us from having to do unorthodox repairs that would lead to future problems with the structure. The homeowners have worked diligently and - tirelessly for three years with the town and county for all the approvals they acquired for their renovation. We have set an October completion date and are looking for an expedited approval to keep the job moving forward to keep said date. Your prompt attention to this matter is greatly appreciated. Thank you very much. Sincerely, RECEIVED MAY 0 2 2017 /William Swiskey Jr. ZONING BOARD OF APPEALS 2 i Scott A. Russell ,��°Su` k� STO]R.IWWWA\TIEIR� t SUPERVISOR � � MAA1NA\tGfIEMIENT S5 Main R D TOWN UTHOHALL ,NEW ox 1179 O r Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET NOV 2 12016 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT IPd` OLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑j@ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑M B. Excavation or filling involving more than 200 cubic yards of material within any parcej.or any contiguous area. ❑W C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. �❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑Ej E. Site preparation within the one-hundred-year floodplain 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: (P ty Owner.Design Professional.Agent,Contractor.Other), S.C.T.M. #: 1000 Date- District �s D�bltnct y'� Q NAME YC �J�vr a ( ,® j ® 0"J /-3 �CJ ✓ �� Pry' Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information i Reviewed By: i — — — — — — — — — — — — — — — — // (+ Date: /�1/46 Property Address/Location of Construction Work: !� — — — — — — — — — — — — — — — — — 7 q15- ��( I { Approved for processing Building Permit. ® �� ���, Sto water Management Control Plan Not Required. Stormwater Management Control Plan is Required j (Forward to Engineering Department for Review.) � FORM # SMCP-TOS MAY 2014 APPLICANT S.C.T.M. 1000 (Property Owner,Design Professional,Agent,Contractor,Other) 0S0FFQ,I CHAPTER 236 67 +1 Stormwater Management Control Plan CHECK LIST AMG ��3 r5G�3C�,//,� section Block Lot � x S M C P -Plan Requirements. Provide ONE copy of the Building Pei mit Application. "`� `I°`'". Date The applicant must provide a Complete Explanation and/or Reason for not providing r �'�6 01 all Information that has been Required by the following Checklistl .i eUt Ulc Tdepiro,x�umbm �. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! YE NO NA Yer.If you need additional room for explanations,Please Provide additional Pa show all of-the following items: P P a. Location& Description of Property Boundaries V00 b. Total Site Acreage. / [� c. Existing-Natural&Man Made Features within 500 L.F. nPAWAGE INSPECTIONS ARE REQUIRE of the Site Boundary as required by§236-MCl(2). 5-1560 before d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Backfill, OR plevide n e. Limits of Clearing& Area of Proposed Land Disturbance. 0 f. Existing&Proposed Contours of the Site (Minimum z Intervals) t/' [� tFa—tiffe—ldrainage g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements& utilities. h. Spot Grades&Finish Floor Elevations for all existing& , proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 0 d j. Location of proposed Soil Stockpile Areas. yp 5bre t sat k. Location of proposed Construction Entrance/Staging Area(s). 0� 1. Location of proposed concrete washout area(s). r @1,4 M. Location of all proposed erosion&sediment control measures. BUILDING DEPT. 2. Stormwater Management Control Plan must include Calculations showing ®P SOUTE[OLD that the stormwater Improvements are sized to capture,store,and infiltrate ERQ on-site the run-off from all impervious surfaces generated by a two(21 inch �' hall include but n0 rainfall/storm event. + .4 well maintained Con�truc i 3. Details&Sectional Drawings for Stormwater practices are iequired foi approval. rP Fencing,stabilization Items requiring details shall include but not be limited to: W-Viing of or inactive 50115, a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. 0 e. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) FOR ENGINEERIN EPA E USE ONLY**** Additional Information is Required. 1 ' Reviewed& ! Stormwater Management Control Plan is Not Complete. I Approved By: - - - — — — — — — — — — — — — — — — — — — — — — II Stormwater Management Control Plan is Complete. Date: 1� Z2, /6 ® SMCP has been approved by,the Engineering Department. f ••� FORM * SWCP Check List-TOS MAY 2014 vat s - ' aF SOU�yo �o Town Hall Annex41 J Telephone(631)765.1802 ir 54375 Main Road • dax(6376 - roDW1 P.O.B 117 G iQnsoutA5o& ny.Us Southold,NY 11971-0959 �Q 01 BUIWING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: I� ( cam K c" Date: Company Name: Name.- License ame:License No.: Z - rv1 Address: �'� -a, \Gi S 0 w-t.� a } ►� Z l Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: o U n Jy 4>✓w .� __ _ *Cross Street: C t<_ !� 8- *Phone No.: _ �� l Z3 ( • (n 25'� Permit No.. P 4 Tax-Map District: - 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) but rl Y\ (Please Circle All That Apply) Is job ready for inspection: S! NO gh In Final *Do-you need a Temp Certificate: YES 1�J Temp Information ded) *Service Size: 1 Phas 3Phase 00 150 300 350 . 400 Other *New Service: Re-conn t Undergroun Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form ��� o�QSUFFOCk�� Town Hall Annex "�� Gym, Telephone(631-1802 CD 54375 Main Road ,c Fax(631)734-9502 P_ O. Box 1179 Southold, NY 11971-0959 �i• " ;jT 41, BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: / ! �� �i 6 Owner: el0 -e /UiCL-r) r+/e-,q/Co_ Location of Property: - 20 717,5-, 5dvn d U wso , !GOV"7 6 /11 Please take notice that the (check applicable line): New residential structure Addition to existing residential structure 4 s= Rehabilitation to an existing residential structure ' Y to be constructed or.performed at the.subject property reference above will utilize : (check applicable line): Truss type construction (TT) Pre-engineered wood construction-(PW) Timber construction (TC) in the following locations) (check applicable line): Floor framing, including girders and beams (F) V"_ Roof framing (R) Flo and r r 'ng (FR) a Signature: ' Name (person sub fitting this form): gDSV� 6 /5 ,4zApM� ' Capacity(check applicable line): Owner I Owner representative j TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC - - -'PANTONE- ' DESIGNATION-OF CONSTRUCTION (PMS) #187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK-STATE MIN- REFLECTIVE WHITE 4 1/2" STROKE „ . _._....._-----•-- ----=---- --,.I)E�SIGNA'i`I. -FOR-STRUCTUttAt ----- COMPONENTS THAT'ARE'OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS., "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING TRUSS IDENTIFICA ICNI SIGN - J,ANKTz WITH 19 NYCRR PART 1,26541 en N3rMSrAE CODES DIVISION EX E TRUSS IDEMIFICkHON'SIGN -DATE:03(08/2005 = NEW ORI STATE DEPT I Tii�'E�NT' OF -STATE DIVISION OF CODE ENFORCEUENT r'- - AND ADMINISTRATION' Bunch, Connie From: Stelios Nikolakakos <sn@nikolakakos.com> Sent: Thursday, May 31, 2018 10:23 AM To: Bunch, Connie Cc: William Swiskey Subject: Permit: BP#41193 - Request for a six month extension As per our discussion, I kindly request a six month extension to the subject permit. Southold Property Address: 20795 Soundview Ave. Thank you. Stelios Nikolakakos. 105 3r Street Garden City, NY 11530 516 294 9024 cell: 516 380 5844 1 1 . A Ar \► sfA 1 1 \r■.� ._. r 1 1•a 1 � � _ 111 I �' � �I .I � f�II � ' ,/� 11 ���\\V'`�► A ilii. r uu ♦ i r '' I . 111 0 000 1n. ■�i� . `\il �.`�II■ �� lit'i \I • N SURVEY OF PROPERTY A T SO UTHOLD TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-51-04-13 SCALE. 1"-30' SOUND MAY 16, 2006 LNG ISLAND JULY 20, 2006 (COASTAL EROSION HAZARD LINE) AUGUST 8, 2013 (UPDATE) ALONG SEAWALL AND gULKHEADs (ALONG TIE LINE) 9 5� 96.00 0 WOOD N'5*1 \ OF SLUFF BULKHEAD A a rop N DECK 1 WALLD D 3 ---\ N ON NPZPR� L\NE O+ os, vi 1 �� P`ER MONO .7. DW _ SNC. v+ -� N Cp1�R O O 30.3 g = O, C O n 3 32.5 co N m 1 ZN r 1 SH E. e.o' 3.9POS vQ o 1 N m � p Z \\ F a 28.3' 0.6T C "zl 39.1' \ Z Z � � N 1 N \� O 1 - _n N \ Do O1 \ � v N 1 \ 1 \ unun' h\7W GI<EZE 117.86 P OLE PaE 'S83'50'00W EDGE OF PAVEMENT SOUND VIEW AVENUE CERTIFIED TO: �C> PENELOPE NIKOLAKAKOS MARIA AKCELIK Bldg Dept COPY from:!, Finalreviewed documnts OURANIA ARGENTINIS, ITS SUCCESSORS AND / OR ASSSIGNS ZBA Fil � LANDSTAR TITLE AGENCY INC. Date: OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY COASTAL EROSION HAZARD LINE FROM COASTAL EROSION HAZARD MAP PHOTO 55-578-83 AREA=22,660 SO. FT. TO TIE LINES N.YS. LIC. NO. 49618 ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON PECONIC SURVEYORS, P.C. OF SEC77ON 72090F THE NEW YORK STATE EDUCA77ON LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDIWSION 2. ALL CERTIFICATIONS P,O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ® =MONUMENT SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 06-16� WHOSE SIGNATURE APPEARS HEREON. =KEBAB SET SOUTHOLD, N.Y. 11971 SURVEY OF PROPERTY LOCA TION MAP A T SO UTHOLD LONG ISLAND SOUND TOWN OF SO UTHOLD SITE D SEW AVE' SUFFOLK COUNTY, N. Y. 1000-51-04-13 I SLAND,_� NG Y�T � SCALE. 1'-30' LONG MAY 16, 2006 � s� ZONE VE feet) S ( 0 JULY 20, 2006 (C.E.H.L.) 16 AE B�IJ(HEAD 09 os 2016 OP AUGUST 8, 2013 (UPDA TE) ,,� ` AEON' MET ONES 00 BLUE R MAY 11, 2015 .�9 5� M H'W M (A LO 11E 96 /g1�OM AUGUST 29, 2016 (B.O.H.) �5� �1$ 5 ,52„E „ p"+�5 aa6 0� SEPTEMBER 6, 2016 (REVISIONS) N7 �Z ,— � � 20 OCTOBER 4, 2016 (REVISIONS) wooD z,5- 0_CZ� BULKHEAD gLV N 6 E ,45. go, , �i�UNE DECK 1 ---- CMF 0.3'E WOOD WALL 114 ----- U1 1a REBAR TEST HOLE 10 22 /o BY MARK McDONALD GEOSCIENCE z6_ �Pa� „X” o NE o FLDopl _IgD '�� ZONE R U SOUINOLD, NEW YORK 11971. NO SCALE UINE _ N H PZ`Pm TEST HOLE DATA (10-15-14) ELEV, +7' FRAMED HOUSE 1.0 FT. DARK BROWN LOAM OL T BANKoON.N C IRRIGATION 9, ® L 1 FT. BROWN CLAYEY SAND SC 0 OG' 3p.1' '� 9. 17 FT. BROWN SANDY CLAY CL DECK ? 303 , \ / 27 FT BROWN CLAY CH P \ 27 FT. WATER /N BROWN CLAY CH 1 Y. o i /AREA \\�� 3e� C5 i / ,�y_ z `\ Vol \ // V TANAL LIVING TRUST FR. SEPTIC) p /,� s> y� ; W`� ��� \ sq \` /N�0/F S�H�DNG) 48 FT WO R /N BROWN FINE HSE. --' NIO�j' , \\ ` / COARSE SAND SW A DEY /gyp ' .B' �\ I/ DO A NE M DEY / N� t-e; _ / / � 27 FT. BELOW SURFACE - WATER FlNAZZO ; `, ENCOUNTERED, EL. +0.9' ANNETTE FINAZZO k Q DW P •3- PDRCH o / t;FIRISTOPH NG) ti -' YC .6'E2s STONE WALL (DVVEL1� 91, -, NEW iia / /\ PROPOSED NEW SEPTIC SYSTEM RESIDENCE u i i % i� FORA (4) BEDSFnC TANK (S� Ip r t U/G. )FR6 3 r� 0 — 1000 & PROP.TNK. Bco I m / 1 �y0// _ (1) g/px 12' HIGH LEACHING �C " ►t�. I AnoN ( '�✓ 1P "r 30- -- ---�\� j /'1 0HIGH FuTURIFACHING POOL ( � o I PROPOSEE PARKAG', � �A c,o \co _150.0. _ DW i \\ ,vc � / �`� / LOCATION OF EXISTTo BE ING �' SANITARY SNDA DOMED S p �-�i I DW '' j / / a` FlLLEDE10� TO SCDHS SPECIFlCAnON OCA I � I � /��` / 10• min. ti N OR ...• td � O i i '�I LP � � � \ � tsJ .m •• P /ry TEST HOLE EL27.75' EXPO SE \ 22 / 3cn m REBAR - unuTY IyEMENT GPS �/ CMF \ DoH -� Y POLE �� OF PA X/X p0►F 14 2•N• -----'�'""- 117.86' ` I X� _ �--fir-- -r-- n _ •• ; S �J�1�00 W 2 EDGE PAVEMENT 4. r .;..'r, t; a°" ,g"'� atip :"' p'1'�. s�irr� 8 4 OF a:' .s a , WA TE AIN ' EDGE of PAVEMENT ' _ (APROX. LOCA710N d.; ` . e,',r`+�. �'• �_ Y:`�s _ _ _ A VEIVUE VIEW SOUYD IN STREET) �= SUFFO U 00111 It DTPA RTTIEN T 07 HrP. �_! se�;viee� =2s (PUBLIC WATER rERI1IT 50R, .PPROVAL OF CC"I'�r,717,71CT!0N i'OT~''a I` C: E, t-'.ve:'��:�.'�..,?1CIr-NC:E 0I 011Y \ Arr �f-. ?- _— I (VACANT) F01",f 11 Y "U .I >�.; � C-B1?Oom EXPIRES T HRI if-'I RS F?'014 PEASE OFAPP22n (VACANT) � cs�: (VACANT) I I a L -5 c^), uj e =REBAR SET I I M OF tiEf,vv Uj ® =MONUMENT ' n-. Q v si; r, t. I s,% �� .��'O?flT't���t�_�•I.,. '2�S� .1 T1 , �0'.Ti'.rl��.".�.1i�"°'�'.tZ�i?'�t i.i.: :. �A• -. ...r.. ...:•,"`Ii.�i ':i':ii2� � �(,}��``�';`-�y_�� �u� tai, ELEVATIONS REFERENCED TO NA VD 88 - 'C�:71Tix;.a.'�Siu.:s: FLOOD ZONE FROM FIRM 36103CO158H The location of public water, wells and cesspools shorn hereon are from >ield observations and or from data obtained frm others. 1� ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VlOLA77ON / AM FAMILIAR WITH THE STANDARDS FOR APPROVAL ,�'': •% .� OF SEC77ON 7209 OF THE NEW YORK STATF EDUCA77ON LAW. `<'`.% EXCEPT AS PER SEC770N 7209—SUBDMSION 2. ALL CER17FlCAT70NS AND CONS77?000N OF SUBSURFACE SEWAGE DISPOSAL C-r LIC. 0. 49618 SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL f9/DE AREA=22 660 SQ. 1- 1 . HEREON ARE VALID FOR THIS MAP AND COPIES 7NEREOF ONLY IF PECONIC SURVEYORS, P.C. BY THE CONDI770NS SET FORTH THEREIN AND ON 7NE SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR (631) 765-5020 FAX (631) 765-1797 WHOSE SIGNATURE APPEARS HEREON. PERMIT TO CONSTRUCT. TOM LINES P.O. BOX 909 SOUTHD,, N.Y 1 971 06-162 SURVEY OF PROPERTY SCDHS REF# R10-16-0078 LOCA TION MAP A T SO UTHOLD LONG ISLAND SOUND,�--� TOWN OF SO UTHOLD SITEw ASE. SUFFOLK COUNTY, N. Y. SOUND �E 1000-51-04-13SLAND.f I Bi/RGUNDy GT a SCALE: 1'=30� LONG ND Vr ' �� a MAY 16, 2006 -� SONE VE t) o JULY 20, 2006 (C.E.H.L.) feet) EADS pP AUGUST 8 2013 (UPDATE) lel. j6 METAL BULKN ' BLU os 00 2OP-1 ON MAY 11, 201.x7 9�j�#� M NIWM• (ALONG TIE UNE) �6,��� /�_BO�OM OF BL X02 0 AUGUST 29, 2016 (B.O.H.) �5� �1$ �',52„E E`gUH A c'�;� 90 SEPTEMBER 6, 2016 (REWS/ONS) N75Off OCTOBER 4, 2016 (REVISIONS) BULKHEAD 5. 4 g0/M o,B�,��-' Q OF ONE ZONE FEBRUAR Y 08, 2018 (FINAL) DECK iFE IE CM 0.3 WOOD WALL ; F V) —, REBARa TEST HOLE ���' „ „ BY MARK McDONALD GEOSCIENCE 0r6' X ut1E O SOUTHOLD, NEW YORK 11971. NO SCALE FLOOp�NE___ / -���� 10 ZON E ON� m TEST HOLE DATA (f0-15-14) ELEK +7' P TOP BANK ON• / CpP.STPa-EFRAMED HOUSE _ 1.0 FT. DARK BROWN LOAM OL � 1.1 FT. BROWN CLAYEY SAND SC G. 3p 1'D 9N ' ® 17 FT. BROWN SANDY CLAY CL DECK ? 3CD 0.3. � \ 27 FT. BROWN CLAY CH - 2.a 1 �, 1 9�� \ 27 FT. WATER IN BROWN CLAY CH 0 j AREA �� O 36 2 TpL z \ \� TRUST 1 STY. M of ► O Y _ o ME \ T V TANAL UVING FR. ;r \\SEPTIC O 2 SA TER HOUSE w pW+ `'= SHtb,) `^ \ sA \ N1O1F STEPHEN NG) 48 FT. WO COARSE SAND SWIN BROwv HSE. `-- FR. N 2• S DEY R EL=33.8' DOUSE M DEY a FFl o_Z: �� j 27 FT BELOW SURFACE WATER VETTE FIN�p ,-� C.E. g / ENCOUNTERED, EL. +0.9 AN FlNAZZO IDS o Z A 316.2' 'x CMF q{RISTOFFI�JNG) COVEREa PORCH O 5 E u/c. STONE WALL \ FR. � SEP 77C LOCA TIONS PROP.TNK. BLDG. A B 0 RCA `©; DRIVEt �� 29' 36' wEcc �, vA�' l �, � \% LP1 53' 56' O� 92U owe \0% 't LP2 67' 70' o \v LPI ow ,1_\ \ SEPTIC SYSTEM '® 1,°•P2; \ 1—PRECAST 1000 GALLON SEP77C TANK TEST HOLE 2—LEACHING POOLS 810 X 6' DEEP EL.27 75 W17N SLAB r �+ L—'--- 3cn m REBAR C; rh �' (,A� ,�� CMF W4 ` EEljl - - 1 _�.c�-- o+ c, { {w1 UTILITY PAVEMENT 1.,13 XIX UTILITY POLE 0.2:N��---�oI3 B 7.86' \ POLE EDGE OF 1,1 ri ' '1, 0 � / �.c 9001VW YEMEN M; �X X 583.5`'0 EDGE OF PA T —" TION WATER MAIN) EDGE OF PAVEMEIIT — — — (AF'ROX. LOCA UE -223' A VEN C-2 VIEW ` cL. EL. SOUl�DR IN STREET) -.; _2B.s' (PUBLIC WATE Fr .ti -•<,Com" i,.7 � � O 0 fn F- Fli (VACANT) r7 y;r d j 1 I I Iy cr v 't.? '�:o r r I (VACANT) I . ; (VACANT) I I rn y • =REBAR SETF' of -„ 'I �� OF RtEyT, C3 r a- ■ =MONUMENT ri W °��� NT•�RETZ O, '' x ELEVA77ONS REFERENCED TO NA VD 88 O FLOOD ZONE FROM FIRM 36103C0158H The location of public water, wells and cesspools shown hereon are o_ from field observations and or from data obtained from others. O ; 00 ANY ALTERA77ON OR ADDITION TO THIS SURVEY IS A VIOLATION I AM FAMILIAR W/TH THE STANDARDS FOR APPROVAL f OF SECTION 7209 OF THE NEW YORK STA 7E EDUCA 77ON LAW. �.�� -- EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER77FICA77ONS AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL .S. LUNO, 49618 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL AB/CE AREA=22 660 SO. FT. PECON/C SURVEYORS, P.C. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR BY THE COND177ONS SET FORTH THEREIN AND ON THE (631) 765-5020 FAX (631) 765-1797 PERMIT TO CONSTRUCT. TO TIE LINES P.O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. SOUTHDV EL Y. 11971 STREET 06-162 W U �'--} 1" KJ/1-011 5-4I,1 V O Z W w � O P4 FWC:50611L FWGs50611L FWCs50611R FWGs50611R FWCa50611R A 2-9-1/2 ML N " O co 00 x 11 O N N V N N m O 00 - 00 00 LIVING ROOM U X u Q N 1 II � I II I II _---- I II 15-O o 5 -2 3 -4 i t -8 Z KITCHENLn S1 `1' 01 m m • 01 BEARING WALLui N -1 c<1 4--011 N 00 �N N O 11-7/8 2'-6... N ` BEARING WALL , (3)11-7/8 ML V ..0 O zo W u- �0z 7-W / S z � ZLo I-oil' - 0') 5-oil 2w ENTRY o OFFICE J X N 2_pn m <f' VJ Q QM O Zo N H N O � Z °° m O LNDRY. \/ BATH 4 �- O �p ROOM /\ d) L O � O 2-2> 2-2X10 2-2X10 i 2-2X10 2-2XIo TW2646 TW2646 345-0" 6'-8" TW2646 TW2646 it 0 0 L2 Lu W O o N COVERED PORCH N `y 3-2X10 GIRDER ,-_ 3-2X10 GIRDER ,-, 3-2X10 GIRDER ,- — -3-2X10 GIRDER— _ 3-2X10 GIRDER -n; - - - - - - - , - - - - - - , , - - - - - - - - - - - DRAWN BY: IF 3/15/2018 SCALE: SEE PLAN 1ST, FLOOR FLAN SHEET NO: t? SCALE: 1/4" = 1'-011 nD ]7r= UAR 1 6 2018 J. TOWN OF SOUTHOLD W U z V� W �4 z A x O O W i ----Q -6-Q- W • ; #4 @12"OC (TYP.) qm , 1 1 REMOVE WALLS I a TO BELOW SLAB I O I I �P) 1 1 I 1 ^ L 1 I I 1 o----------- I Ln ALL EXISTING FLOOR FRAMING inO Z TO BE REMOVED z w m I � U i 14'-65/4 �'-r✓- 3'-3!/2" 11'-3i4" B I-11-7/8 ML GIRDER ____ ER- 3 11-7/8 ML GIRD ________ __ tu I I 1 I ♦ 3-11-7/8 ML GIRDER 3-14-7/8 GI E '- ' -------------------------------------- --------'-------- -- : : ----------------- -------------------------------------- --- --- ---- ---------------- #4 12"OC ( TVP) V U 1 I I p I O O STEEL COLUMN ON ZD 3'X3'XI'FTG.(TYP.) i i DO i UJ W 4X4 BARS EA.WAY 0 1 REMOVE WALLS 1 z 0 0 ;a; TO BELOW SLAB I . I Z Lo %0 � V• � I , 1 � I BUTTRESS ITTED INTO I P 1I , I �I 4 v 4 v o c'•° 'I Q Om O BLOCK ALL ON #4 @12-OC YP.)2'X8"CONC. FTG. -- --------------, . 17 . D O ti � r O Z) --------------------------+, M , O co 1 ILL � 12"dia.PIER ' O 0 2'X2'Xl'FTG 3'BELOW GRADE --- •---- •---- •-- - •---- ---; - 3-2X8 ACQ GIRDER ; ; 3-2X8 ACQ GIRDER ; ' -2X8 ACQ GIRDEf 3-2X8 ACQ GIRDER ; ; 3-2X8 ACQ GIRDER ; -- ' &,-O" 11-23/411 -1,-23/4 u JUN 1 3 2017 � ol 6" Tajo sGr .pr . DRAWN BY: JF lie MOLD 5/30/2017 FOUNDATION FLAN SCALE: 1/4" = 1'-0" SCALE: SEE PLAN °7�"� �� SHEET NO: k ,c tt NP ,�-3 AT I-OFF R THE �. rol., J' A FOR POURE-1) 2r+ r r,?.",!' .,+moi ('. �' �..'�}fl Cr.'it[�J L:i O 'i ST - r E C;0 0 1 MEET T��E ALL CO,',STrRUrh �j"otimEhIE-�,TS OF THE CCD'.-- Or W YORK S-1,*ATE. Nr.)-i,' IfIESP0,NISIBLE FOR DELESIGN CR CONSTRUCTION ERRORS. �4 LLJ Ln l C ODE S O A 011, I'll, D, r tLlr tilOF C-4 31 IL12,1151,01 �4 F- 11 Fm FTIFI OCCUPANCY OR HUI USE 13 UNLAWFUL \%tItTl !r)UT GERTIFIChtTE T�rj�lcy k FRONT ELEVATION TRUSS PLACARDING REQUIRED SCALE: 114" V-011 t4D 00 OV (9VAy'0 W G-El-i'TIFICATION z > nN LEAD CONTENT BEFORE z (.0Z U-) ;"EL?-,:-.,"-KA TE OF OCCUPANCY AN, W -SER USED IN WATER x -j ,I- < ,Sv. "'L Y SYSTEM CANNOT 0 0 � Z CO 3: EXCEED 2110 OF 1%LEAD. 0 U) m 0 (.0 w U) LL PLUMBING ALL L PLUNIGING WASTE LINES t,,.IL7,r-D T I C C 0 V E F 11 NIG t"t, IRvaulac, iso'oefom DRAWN BY: JF Ldrirrae Z's zti ire that the 7/17/2016 SCALE: SEE PLAN dam. ° ' p. SHEET NO: I f: RIGHT ELEVATION SCALE: 114" = 1'-011 W V c� Z W � Hil III Z A FFTI o HillE:l illill: 11 11111 1 1 V) P z A II -I II I 11 77 1 1 111 11 11 Il I II I -T I I I I I I I O A � ° o 1141 T77TW L x .._.1 N o Hilla 0 - z r � REAR ELEVATION SCALE: 1/4" _ V-0" W W z Z � ZLo WCD dm _ Q O O co zr. m OO � c� WC� Oc�o O DRAWN BY: JF 7/17/2016 SCALE: SEE PLAN f� SHEET NO: ��� `�� :;•yap gyp, _ cc'Q '• (352g�o (�"`C� LEFT ELEVATION It Fsstoc,�� SCALE: 1/4" = V-0" 1 ' _ U ; 1 z 1 1 W 3'-10" le REPAIR THIS WALL: DURAWALL EVERY gTHER COURSE #4 BAR VERTICAL @ T-0" OC. FILL VOID SOLID 1 O 1 • ----------- O 1 C 12"OC 1 v I '; , O m 1 I • I O Z 1 Lu �I w N ILLL ' LL 1 I 2 X8 FI ,, x O ' N @16"OC O W ; X x A I 1 rn lJ I 'Ix. ' 1 I Q 1 BAR @ -------i -•-----� 1 u ' ° 12"OC EX.(2) 2X6 GIRDER; ; EX.(2) 2X6 GIRDER ;' EX;(2) 2X6 GIRCIER EX. (2) IX6 GIRDiR ; L I 1 11 1I I `---� ' N O , I 1 EX.2X8 Fl @16"OC O�- I m v , _ 0 , In 1 @� 1 LL' LL � xI xry N I N I w , wI1 1 1 1 I 1 ------- , ---------- EX. (2) ------- IEX_(2) 2X6 GIRDER ---- ; ; EX.(2) 2X6 GIRDER ;; ; EX. (2) 2X6 GIRDER ---- ------------------ - --- -- ----- 1 -- \ 14'-63/4" ' 1 ;5'-5%" 6'-8'/4" I #4 BAR @ -- -- I 12"OC STEEL P ST ON T ' I I 24"X24" FOOTING CTYRICAL) ° w 1 Z V 1 a 1 � 1 O I I I I • \ (D @1 , x x Y LL I I ^ ^' ,2X8 F) @16"OC„ O co Z �/� 0) I W \1/ X1 `M� I I O N N , vl 1 1 • I x � Lo 0 0 W I I I I 1 Z coT r` 1 BUTTRESS FI D INTO fj0-T--BLOCKWA_LON=`, #4 BAR @M2'X8"CON .FTG. ; -_12"OC 1 1 n 1 ---------- --- . (n CL O CD 77 1 1 ------------------------ U- 0 U 1 I O LEDGER BOARD TO BE FASTENDED 71-10'/2" 1 TO BUILDING WITH TIMBERLOK® 12"dia.CONC.PIER , , SELF-COUNTERSINKING SCREWS ' 24"X24"X12" FTG. , , O BY OLYMPIC MANUFACTURING 3' BELOW GRADE i Q ' En ' (2 SCREWS @ 32"O.C.) 1 1 tp 1 _ _;_ (3)_2X_8_AC_ _GIR_D_E_R_ ;_ _ ;_______________ ; _ _ _ '(3_)_2�8_A_C__ G_IR_D_ R_ _ _ ; ___N___________; _; __ Q _ Q � (3) 2X8 ACO-GIRDER � 1 __ _I _____________________________�_ __ _7________-___________________I_______I__ _____________I_______I- -___________________ CJOEL __ __C--------------- b : ______________ ___________I _ ' O------------------'-_-__- ' -------------_ O_ , - 1------- ' -O- ------------- ' _ _ -' --------------_'-O ' 1 1 - I- -I 1--1-- - 1 1 1 1 I 1 -- - 7'-23/4" 7'-23/4" 1 6'-0" 7'-23/4" 7'-23/4" - - 611 6" ; ;35'-11" Ao DRAWN BY: JF ; 1 FOUNDATION FLAN7/17/2016 I 1 A SCALE: 114" = V-0" a 3 SCALE: SEE PLAN 1).8"THICK POURED CONCRETE FOUNDATION ATADDITIONS. EXTERIOR OF 4). PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S.RESIDENTIAL CODE WITH TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD SILL GASKET. r; VM A BITUMINOUS COATING. `�,r0 SHEET N O• 5).PROVIDE 5/8" DIA ANCHOR BOLTS AT 3'-O"O.C.AND W/I 1'-0"OF CORNERS, Q. FOvCilYn , 2). FOUNDATION TO HAVE 16"X8"CONCRETE (2X4) KEYWAY IN FOOTING. INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A � FOOTINGS TO HAVE 2-#4 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST MINIMUM 7" IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO ON UNDISTURBED SOIL. BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 3).CRAWLSPACE SLAB TO BE 2"THICK. 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE ` VG BLOCKING AT 8'-0"O.C. (MAX.)AND MIDSPAN. ��n ✓o , 10 R y 057 �,° NEED 3'MIN LANDINGPERCODE •-------- SET BACK ISSUES, BREAK UP? DECK? ; qn;v 1 1 ------------------------------------------- ------------------------------------------------ 35'-11" -----'i------------------------------------ ----------------- -----------------------i-- -- 10,-1 101-1.17-10/zl7-10'zI01 W Ir Ir 3'-1011 ---------------1--------------------------- --------------------------------r--------------- r , FWG100611-4 SAAS FWVG60611L FWG100611-4 SAAS V � 1 V, z C9X20 �f IEADER ; ;(2)1-3 4X9-1/2 ML HDR C9X20 S HEADER O IIit , 710 � � W1To o ~ � ' Q N N ; ; KITCHEN N I I I I , 1 1 U I I , U W ✓ 1"� 11 " , _ O r 0 i t , M _I --------- 11, 1I' --------------LL ----------------- j1i --- -11------------------------- -- - @� 001-------------------- o---------------------- ----------------- ° 00 Q oa D Aw w Cn 0 LIVING ROOM 3 --- ?: > X LLJ Ln Lr) Lr) , ; Lr) x Q r1_4 p - 1 VVV 1 , �1 N 00PV 1 00 r ' 11-8 I I N Q � I II 3'-7'/z' I II � I I 1 O N I I R 1 I 1 1 I I I I N N 15'-O'/2" 5'-2" 3'-4'/2" I I 11 M M 1 ------------- 1 � nj I I 41 ' ( 11- 8 ML FN Q ' - - I I 4'-O" I I N 0D 51_011 9'-51411 I i I 1 3 z'-6" Q N 1 I I , 1 , I I N 41-111 1 1 2 I I 1 (3) -3/4X11-7/8 L 1 ---------------- ----- -------------- I ---------- --- ---- ---------- --------------- --ice -,-- --+ I -- i U i U 1 I ' I O LND --- --------, LL N 11z11111ABEDROOM o o o W o 1 1 ------L- --------- \.O Co M ' 00 1 Oma 1 , F- 1 I z Z Lo -BATH r 1 Ips-- ' �- ' I W (.0 1 1 1 I I , I , I I I I J X J (2) 2X1ENII (2) X10 HDR 1 ),2X10 Hb 1 ;2) 2X10 HCC 1 (2) 2X10 HDR �1 J Im 1 1_0,1 � z Co� � TW2646 TW2646 ; TW2646 TW2646 • uk In" 0 ^ 0 I 0 COVERED PORCH @j o ' o o u O 1 W5< (n 8"dia FG COLUMN N �O LL, r, w/4X4 ACQ POST 1 N O 1 ' v (3) 2X10 GIRDER (3) 2X10 GIRDER (3) 2X10 GIRDER (3) 2X10 GIRDER (3) 2X10 GIRDER 1 2'-6" 7'-8" L T-TWI 1 181-51/2-1 71-011 21_611 35'-11" 1 J� 1 18T, FLOOR FLAN 1 SCALE: 114" = 1'-0" -------+ D RAW N BY: JF 1). USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING WHERE APPLICABLE. 7).INSTALL FIRE BLOCKING, FIRE COLLARS,CAULKING,etc IN CEILINGS 7/17/2016 INSTALLED WITH RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR (MAX.10'OC)AND INTERSECTING WALLS, LOAD-BEARING WALLS, ADHESIVE PER MANUFACTURE'S INSTRUCTIONS. FRAMED CHIMNEY/DUCTCHASES,VENTS,PIPE PENETRATIONS,etc. 2).PLATE HEIGHT TO MATCH EXISTING MAIN HOUSE AT 8'-0". PER CODE. SCALE: SEE PLAN 8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 3).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. • 4).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. ' ' •" t ■ 9). INSULATE ALL EXTERIOR AND INTERIOR WALLS.SEE ENERGY a` �� 4/r�+'r�» SHEET N ■ 5).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER COMPLIANCE REPORT. ALL BATHS. PROVIDE BLOCKING AT 8'-0" O.C.AND MIDSPAN. , '"A •, 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. 0, 6). PROVIDE 2-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT T.x OTHERWISE OTE .ALL OPENINGS G. OVIDEOVER 3 FT. STUDHAVE 2 JACK S ON EACH SIDE DS HEAOCK. USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE ON EACH MICROLAM HEADERS. 11).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. 12). INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. :35'-11" 3 1 1 1 2'-0" 1 5'-3'/z" 101-81t 10'-8" 5'-3'/z" ffW ' V 1 1 TW3046-2 NV3046-2 TW3046-2 (2) 7-1/4 ML HDR (2) 1-1/4 ML HDR (2)7-1/4 ML HDR 1 1 Ln N BEDROOM No. 3 P C 'r-4 BEDROOM No. 4 1,�„ am-Now W H w 02'- ' o o BEDROOM No. 5 110 A .. V co !—V ' O A ry ry ao U 0 � 0 a 12'-O" m CO11'-4" N `° 11'-5" (� O Ind Lt1 Ln T_ ' --► V rc = h+� m co i r-4X^' O ry J L ` ' ' co O 1 J 0 5-0" (n ' 5'-5" 61-011 --'-------------------- O ----------------------- N ' 1 ----------------------- l0 1 fV M N M W.I.C. O 1 -1 —911 Ln -------- p ------- -------- 0 _ :0 T-0" -------- N �_ x � O V N C LINEN -------- 1 i2 ry) r4 V ' N 1 x , N 0? _ BATH No. 3 ' v '-O" 10111-O7'-11'z" Ln __3_-1"-__ 0 "o 0 C BEDROOM No. 2 BATH42'-8"-4N" IO ; 1'�" + ' ----- - V 14' W ° No. 2 ; oX W ZO 5'-3%" 1-4^3/41CD 1 61-511 p1 V '^ � z r LO f W co N N M 1 JXpcv (2) 2X8 HDR (2) X8,HDR (2) 2X HDR Q O OLO al sk W3036 TW3036 Z TW3036 T , O I— ^ 5'-3'/z" 10'-O" 11'-4" 5'-3'/z" (n _ j 1 (n � O co U- O 35-1101 CL" 1 1 2ND, FLOOR FLAN SCALE: 1/4" = 1'-0" A 31 DRAWN BY: JF 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING, INSTALLED WITH 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE //17/2016 RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING, 2).PLATE HEIGHTAT 8'-O" UNLESS OTHERWISE NOTED. 8).ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH SCALE: SEE PLAN OWNER.ATTIC STAIR TO BE MIN.30"WIDE,250#CAPACITY �of* 3).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. /� • �+ 9). INSULATE ALL EXTERIOR AND INTERIOR WALLS.SEE ENERGY . . "a, 4). EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. COMPLIANCE REPORT. ~�'� SHEET N O. 5).PROVIDE 2-2X8 DF#2 HEADERS OVERALL OPENINGS UNLESS 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. a� OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANTS E c6 ON EACH SIDE OF OPENING. SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE AREAS. 6). INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS ' (MAX.10'OC)AND INTERSECTING WALLS, LOAD-BEARING WALLS, 11).ALL FLOORTILE AREAS TO HAVE MUD SETTING. FRAMED CHIMNEY/DUCTCHASES,VENTS, PIPE PENETRATIONS,etc. PER CODE. 12). INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. A I 1 1 I w 1 I U I II 11 II W I I 1 1 1 1 1 1 1 1 1 I I I I Vol II ` 12 ; 1 0 ; ; 1 1 1 , , r✓ , I O _ 1 r I ' 1 1 ' 1 1 12 I ; n 4-1/4 STORM WATER MANAGEMENT DETAILS 1 Ln u n GUTTERS DOWNSPOUTS DRAIN PIPE O GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA RAIN PIPE I 1 1 1 , , O INCH 1/Ib"SLOPE 1/B"SLOPE GPM 1/4"SLOPE GPMCN (INCH) ® ®1/8'SLOPE LEADER(IN) SQ.fT. GPM DIAMETER 3 340 480 2 1088 46 3 1644 68 2320 96 1 v J 4 720 1020 2-1/2 1974 82 4 3760 156 5300 220 1 � � ; � ' ; ; � i ; 1 � o 5 1250 1760 3 3220 134 S 6680 278 9440 392 I ' 1 6 1920 2720 4 6920 288 6 10700 444 15100 628 H i ; , 1 a_____—___• a__1____________________+ , , 1 1 ' 2X12 RIDGE ROOF AREA 1544 SQ FT. AT 100%WATER RUNOFF:258 CU.FT PROVIDE (2) 8'DIA X4'DEEP DRYWELLS ; ' ' ' •-------------- 1 i ' DRYWELLSCAPACITY.338CU.Fr. OGEE GUTTER STANDARD 5" ' 1 i i ; i i i U i 1 12 NOTES: I I 1 1 1 1 1 O 1)EXECUTION. A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2)PREPARATION: , 1 I 1 1 1 , --------- I ————___— A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. 1 ' ' ' 1 ' ° 1 , 1 B). PREPARE SURFACES USING METHODS RECOMMENDED BYTHE MANUFACTURE FOR ; ACHIEVING THE BEST RESULTS FORTHE SUBSTRATE UNDERTHE PROJECTCONDITION5. I I 12 N Q. PAINTCONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR ' 1 4-1/4 �7 METALS WITH PROTECTIVE BACKING PAINT 3.INSTALLATION: 1 1 I I 1 , 1 1 1 I I , , • A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. a ----, , , , , , , 1 1 1 r-___ • , 1).GUTTER TO BE PITCHED TOWARDS LEADER V TO 2'FOR EVERY40'OF RUN 2).SHEETMETALJOIN LENGTHS WITH WATERTIGHTJOINTS. 1 1 1 a)COPPER/LEAD. ui FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ' ' I I 1 1 _ • , , I I 1 , , , , ACCESSORIES. Z B)ALUMINUM-RIVETAND CAULK WITH A BUTYL SEALANT SLIP JOINT ' ' ' 1 1 1 , a————————+ a———————+ 1 , , , , CONNECTORS 1 1 1 I 1 1 , , r_——+ r___+ r————————+ 1 1 1 1 • , `} 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. I I I 1 1 I I I I I I 1 1 �l�J Z L 4).PROTECTION: „ „ I I , , I 1 1 1 1 1 1 1 1 ui '^ m A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. ' I I I I 1 1 1 1 I I 1 1 J X Q ^' B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION , , , , i 1 1 I 1 1 11 11 1 1 - --- ; ; Q O O co a --_ a----------------------------- -------------1-_-- _--' --- - _-_____-_---------- --_ 1 , ;' • On 'r^- 11 0 1 1 W 0- O (o I I ; � 12 ; Lu 4 „ LL p 1 N a ----------------- ' ---------------------------------------------_------------ - + ' ----------------------------------------------- 1 1 1 1 1 t I 1 WDRYWELLSTOBE 10'MIN. AY FROM HOUSE ROOF F L A r ;t1I SCALE: 114" = V-0" ____-- A DRAWN BY: JF 1). INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING 7/17/2016 MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 2). INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS UNDERLAYMENT IS NOTTO BE LEFT EXPOSED TO ELEMENTS AT END OF THE (MAX.10'OC)AND INTERSECTING WALLS, LOAD-BEARING WALLS, WORK DAY.COVER WITH HEAVY-DUTYTARP UNTIL ALL ROOFING IS SCALE: SEE PLAN FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. COMPLETE. PER CODE. ,,. 8). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRU ION 3).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. USE GALVANIZED (ZINC COATED) ROOFING NAILS,11 -12 GAUGE W111 AT ✓ w• SHEET NO: LEAST 3/8" DIA HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYV�l00 ,I►`E.� �`3Cf:'�/^ Oil 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT N6T 4�, *^r �i �'!` DIRECTLYTOTHE DECKALONG EAVES. CUTTING INTO SHINGLE SURFACE. ' Va 5).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. IN AREAS W/ 9).VENTALL ATTICS (INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT 4:12 OR LESS ROOF PITCH USE ICE &WATER BARRIER UNDERLAYMENT AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA t RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH R �S� _,�, �.c,+a�:': • 6). ICE fr WATER BARRIERTO BE USED IN ALL VALUES,RIDGES, INTERSECTIONS CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO WITH ROOF AND SIDE WALLS (TYPICAL)AND 4' PERMITER. CONCEAL VENT. "• X,, 10).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. _ W - - V tr> Z 12 2x12 4-1/4 RIDGE � A zk�o DFS � O � A 2X8 DF#2 C @16"OC o A w � x o p 12 Z N �k10 RR @'61,00 3/4" SUBFLOOR 2X6 C @16-10C — - - — 11-7/8 TJ 1560 WOOD-I Fj @16"OC ==a (3) 11-7/8 ML ; (3) 2X10 — - - — GIRDER ' - _ 8"dia FG � • ' __ __ COLUMN W ' W O Z ii 4X4 CQ co , cfl " Z � 11 11 00 N OST i i L1J _j0 IN N QOOco zoo r 0 F- 11 Ivil 11 1 111 = M 5 4 DECKING-:f co 0- O (10 EXISTING FLOOR SYSTEM 8 ACQ @16"OC w V) - - - - O (3) 2X8 ACO GIRDERn- a, V. 12"dia. c PIER O EXISTING EXISTING d �' LALLY COLUMN LALLY COLUMN EXISTING �r GIRDER & GIRDER BLK. WALL 7Z 24"X24"X12" CONC. FTG. DRAWN BY: IF EXISTING SLAB 7/17/2016 . e a • a e e e s e e . o e e . • SCALE: SEE PLAN � .0 � e .�Oe ► �d .deo a �� a SHEET N O: o SECTION A- AF IL AV 111L SCALE: 3 -oil �1 Q 3"0 ROOF VENT 3 1114 11/4 1 1/2 1114 1 1/4 11/2 LAV. LAV. e W.C. SH ER SHO ER W.C. LAV. LAV.OR ATH OR ATH U C.O.I 11/4 11/4 36 _ / o 2 2 3 11/4 11/4 3 I C.O. rte, 3 Z w A 0 �-- I--I 11/4 I l� 1114 1114 11/2 11/4 W.M. LAV. W.C, SINK 13- v J i I I I I SH ER D.W. F.A.I. O I I OR ATH I 2 CZC.O. 11/40 I 7/2 ,1/4 3 2 1 s11 5TAI %SSfffL I ( ( \ I I ! I 3 3 I C.O. ` fI II{ \I 11 OR GALVANIZED1 ( D 0 12'WSW/ WOOw/ / wASHERs®]r D.C. I I 1z II- I 12^o.c. 4 — _ I 4"o'L�TO APROVED C SLOPE"1/4"PER FOOT PITCH TO DRAIN HTORAP SEPTIC SYSTEM 1/2^APA RATED SHEATHING1 I GRADE YWOOD (ALTERNAT(VNE:7/16"O.S.BJ 1 iR^w AG - O GRADE PLYWOOD PLUMBING SCHEATIC (ALTERATIVIE:7116*O.5.8.) _ #10 STAINLESS STEEL OR GALVANIZED WOOD SCREWS W/ WASHERS°12'0.C. WINDOW SRL f� r I til i �1 I 5 S I ( I REScheck Software Version 4.6.2 1"OC Compliance Certificate I i I II i i j I I f Project Energy Code: 2015 IECC • Location: Suffolk County, New York I I ` 12' Construction Type: Single-family 0C I Project Type: New Construction W Conditioned Floor Area: 0 ft2 I W Glazing Area 17% (0z SHPLYWOOD 1 — > SHEATHING Climate Zone: 4 (5999 HDD) I ! I ! I Permit Date: � _ itii / S S Permit Number: z deI— W W co C I y I I Construction Site: Owner/Agent: Designer/Contractor: J X _ 2x4 DF12 I I I J ( I I I I J I nikolakakos ST1/T15 I I I I I I I ' r I 20795 Soundview 0 f 11 I I �I f �I I / Southold, NY O m J I I I I Cj ♦10 STAINLESS STEO. . \� U) OR GALVANIZED WOOD Wt 'rL• a" k u5aC wASHERs�1x^o.c. Compliance: 3.8%Better Than Code Maximum UA: 319 Your UW U,A: 307 Maximum SHGC: 0.40 Your SHGC: 0.28 1 MULTIPLE PLYWOOD ASSEMBLIES The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. LL 2.2X4 DF,f2 STUDS CONNECTED It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. O TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOLTS W/WASHERS AND NUTS°2'-0'O.C. Envelope WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL Assemblies a. AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" + AND MAXIMUM PANEL SPAN OF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL - .- W. CONSTRUCTION CODE).THIS IS NOTA SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE, Floor 1:All-Wood folst/Truss:Over Unconditioned Space 1,142 19.0 0,0 0.047 54 ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. 1,084 20.0 0.0 0.059 53 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Wall 1:Wood Frame, 16"O.C. Window 1:Metal Frame with Thermal Break:Double Pane with Low-E SHGC:0.28 1Q5 0.320 34 Window 2:Wood Frame:Double Pane with Low-E 12 0,320 4 SHGC:0.28 Door SHGC:0.28 74 0.320 24 DRAWN BY: JF Wall 2:Wood Frame, 16"D.C. 1,084 20.0 0.0 0.059 54 Window 3:Wood Frame:Doubie Pane with Low-E 169 0.320 54 7/i1 /�O i G V SHGC:0.28 1 Ceiling 1: Flat Ceiling or Scissor Truss 1,142 49.0 0.0 0.026 30 Compliance Statement: The proposed building design de cribed ere is consistent with the building plans,specifications,and other SCALE: SEE P calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in '-' ` REScheck Version 4.6.2 and to comply th the mandatory require ents listed in the REScheck Inspection Checklist. J=::� Name-Tttle Sig ture Date l�Q� `�'� SHEET M Project Title: Report date: 10/15/16Are �'�, Data filename: D,\Projects\NICKOLALAKOS.rck Pagel of 1 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS W USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT E GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. ( 1 KING STUDS V R A O kEN1WALL CRIPPLE STUD RAFTEWALL STUD BOTTOM PLATE u RIDGE BATHTUB HEADER LEDGER V J DOUBLE JOIST O �( SIDEWALL JACK STUDS RAFTER 7 FLOOR USP NUMBER DESCRIPTION APPLICATION H 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS r/� ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT �/J CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JUSP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP g g 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ( ) O A 2ND. ADS5 ANCHOR PLATES OF 1 ST.FLOOR,CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20 a.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24'20 a.STRAP APPLY OVER RIDGE TO EACH RAFTS JOIST DIRECTION WITH 2 JOISTS.UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE O BLOCKING @24"OL WALL STUD v J O THROUGH-ROOF EXHAUST wLn VENTS SELECTED AND V` LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL O RIM BOARD CHIMNEY AS REQUIRED A' O SILL PLATE(S) WALL SHEATHING RAFTER RAFTERS MAINTAIN ` v rr^ SIDEWALL FLASHING VENTILATION WOOD JOIST v, FOUNDATION ' TOP PLATE BLOCKING FINISH WALL AND MOISTURE 20 LEDGER BLOCKING O STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - FLOOR JOIST DEPTH USP NUMBERI DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER ROOFING TO AVOID SOAKING WOOD GIRDER INSTALL 4'0"O.C. �,� THE SPACE VENTILATED. ALL OPENINGS CONTIN.SCREENED VENT 4'-8- LSTA24 1-114"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- CONTIN.SOFFIT/EXT.PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH F7 FLASHING TO FORM CHANNEL OPENINGS OF'4 INCH IN DIMENSION. INSTALL 4'0"O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFItED SAVE 8"-14" LSTA30 1-114"x30"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNIECT TO ON ALL OPENINGS / GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-314"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. ACTION CONNIECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS / 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND.FLOOR WALL OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES \ RAFTER Li BASE FLASHING WRAPS CORNERS, RIDGE LAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT WOOD JOIST FL TOP PLATE �-- SIDE WALL FLASHING GIRDER/HEADER � 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST • AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD W FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES—PROVIDE HEMMED EDGES SO RAFTERSW INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 4'-8- LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED Z ON ALL OPENINGS KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EAC'! RIDGE VENT FOLDS • RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS Co d' 8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE.E REDUCE BUMP OUTS Z rLo ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF W (o 0 N DBL.SILL PLATE Lo IQ OM O CO TERMITE SHIELD SUBFLOOR r SILL GASKET v T— WOOD JOISTS Z W = NEOPRENE • O TYP.CONC.FOUNDATION A CONC.SLAB GASKET '"`� � I f 2x6/2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR C 6 MIL.POLY . v r EMIL POLY ON EXTERIOR GRANULAR FILL ' BOLTED TO STEEL SEAM WITHco • v STEEL COLUMN p ' - I I/2"DIA. BOLTS•48"o,c.STAG. O A - ��. r�^ a0co -� ° � C ROOF JACK �� �� v, �A o � CONC.SLAB p r` _ STEEL BEAM w V J A 1 p �`� 4"x 1/4"x 8"STEEL COMPACT FILL 'p �' � � � n °" o ' ROOFING LAPS `� TOP AND BOTTOM PLATE O v d p FLASHING AT WITH 1/2"x b"ANCHOR BOLT n/ KEYWAY FOOTING o A •p •,p / CONC.FTG. `p `p G o' USE WITH 3x3 SQUARE VIVASHERS SIDES AND TOP ` 1/2"GROUT L.L. , . o ANCHOR BOLT CONNECTION (USP LBPS58 OR BP'583) p REINFORCING BAR FOUNDATION 5/8"DIA.ANCHOR BDL I I 13"STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS (10 KIPS) SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC.FOUNDATION.APPLY PILASTERS MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"LONG.FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36"OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATIO 1-2 STORIES 57"OC SLAB-ON-GRADE ROOF JACKS t VENTS DETAIL I T_SUBFLOOR CONC.SLAB -DOOR FRAME 6X610/10 WWM GARAGEI — o- JOIST COMPACT FILL USE 2X8 FOR BLOCKOUT STEEL BEAM DRAWN BY: JF ' 4" SLAB P.T.PLATE W/6X6 WMM SLOPE4"DRIVEWAY—W. NOTCH JOIST AND ADJUST HEIGHT p 1/2"AIR SPACE < I , °• I/21 (WITH A NAILING PLATE IF NEEDED) AT END AND a' °'. GRADE d _zf_ _Z�_ _i DES OF WOOD p ° (PROVIDE ALIGNED) TO BE APROX.1/2"OR HIGHER THAN 7/17/2016 /��/�O o� D ` O •• � � STEEL BEAM TO ALLOW FOR SHRINKAGE a BEAMS " O•" PR VIDE STRAPPING TO KEEP JOISTS ALIG ED 6X6 W.W.M. c—'e G �, e _11 d NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM •p p , o n ,p rSUBFLOOR MIN. v% a NOTCH EQUALS 1/4 DEPTH OF BEAM ° �° o,� SCALE: SEE PLAN d REINFORCING BAR . e REINFORCING BAR 'a , e p•e•o �• I I—I I DIST DRAIN TILE I� I ° SHEET METAL/30*FELT UNDER BEAM AT POINT • L)'A - 12" OF CONTACT WITH CONCRETE OR CONC.BLOCK _ STEEL BEAM TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. c"• °•A 3 SHIMS TO LEVEL BEAM PLATE(BOLTED TO BEAM) REINFORCE FOOTING WITH(2)•4 REINFORCING BARS. 3 MINIMUM BEARING SURFACE FOR WOOD BEAMI GARAGE DOOR BLOCKOUT SHEET NO: BEAM POCKET09 • k»sw- d'_4. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS W USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, r ' 4"MAX. z L` KING STUDS 4"DIA.MAXIMUM CLIMATIC & GEOGRAPHIC DESIGN CRITERIA A RAFTER CRIPPLE STUD O GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD uu LEDGER SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS LOAD (MPH) CATEGORY DEr^ RIDGE HEADER PTH TEMP. REQUIRED O V J LBS. ir MODERAT SLIGHT TO X770 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE f RAFTER JACK STUDS '� ISO r� e ILI RAFTER-TO-LEDGER CONNECTION A LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16-OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION Li Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber.LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUDasteners,hangers and anchors to be gatvinized or stainless steel. H STAIR RAILIN�x O a ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 L5210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nu s. Girders on concrete piers shall be anchored with proper steel connectors anchored O 1-1/2"SPACE into concrete with a minimum 1/2"die x 7"long anchor bolt with washers and nuts. MINIMUM 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete Lin11 x footing.Use a minimum 1/2"die x 7"long anchor bolt with washers and nuts.Footings She HANDRAILS RAFTER be 3 ft.below grade. 4).Deck joists to have blocking at 8'0 o.c.. Q RAFTER 5).Flashing shall be installed between the building and ledger.Lapping up the sheathing J C-41 O and over the ledger.Ledger to be fastened to building with 1/2"die.bolts with washers POST and nuts at 16"O.C. V J TOP PLATE 6).Concrete piers shall be a minimum 6"above grade. O BALUSTERS TOP PLATE 7).All Joists to be supported with hangers and anchors.Each Joist shall also be anchored RIM/DECK JOI to girder(s). ° OPWALL STUD EN BALUSTER ATTACHED TO WALL WALL STUD 0 8).Covered Roofs shall be assembled and anchored the same manner as a typical building 9).All metal connections and fasteners in direct contact with ACQ shall have the proper !� HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION protective coating from the manufacture. RAFTER TO PLATE/STUD CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION z OF THE LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH SHALLN NOT SSTHANIPPORTIORMORE HANDRAILS RAFTER/PLATE RT15 TYDOWN ANCHOR NAILING SCHEDULE SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN [4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTIONEACH RAFTER CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTSCROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUDPROVIDE AN EQUIVALENT GRIPPING SURFACE -12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO NAIL NAIL EACH RAFTER JOINT DESCRIPTION Q11, SPACING NOTES STRUCTURAL PANEL 86 AS PER TABLE 3. WFCM-SBC 4"MAX. 4"DIA.MAXIMUM GIRDER/HEADER ROOF FRAMING: GIRDER/HEADER ° JOINT DESCRIPTIO CITY. SPACING NOTES z POST/COLUMN °o JOIST ° RAFTER TO 8'WALL:3-8d COMMON EACH � POST/COLUMN TOP PLATE 10'WALL:4-8d COMMONRAFTER TOE-NAI n> CEILING JOIST 8'WALL:3-8d COMMON EACH TO TOP PLATE 10'WA'-L:4-8d COMMO JOIST TOE-NAI CEILING JOIST TO AS PER TABLE 3.7 EACH FACE GIRDER/HEADER PARALLEL RAFTER V/FCM-SBC LAP NAIL LV CEILING JOIST LAP AS PER TABLE 3.7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SBC LAP NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION COLLAR TIE AS PER TABLE 3.4 EACH FACE Z TO RAFTER WFCM-SBC END NAIL 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN BLOCKING EACH TOE SPLICED JOISTS OVER HEADER/GIRDER 2.8d COMMON DECK/PORCH RAILING TO RAFTER END NAIL 6x6 SOLID COLUMN PB566/PBSE66/KC66POSTCAPANCHORAPPLYTOEACHCOLUMN POST-TO-GIRDER/HEADERCONNECTION z Z In LOCATION USP NUMBER DESCRIPTION APPLICATION HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR JAPPLY TO EACH COLUMN RIM BOARD EACH END r USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS 2-16d COMMON JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST TO RAFTER END NAIL N Q X 0LO ' z m O � sTU WALL FRAMING: BEARING PLATE _ o GIRDERNAIL NAIL JOINT DESCRIPTION NOTES '^ O M QTY. SPACING V' ° .. TOP PLATE TO 2-16d COMMON PER FACE NAIL TOP PLATE FOOT ° TOP PLATES AT JOINTS FACE �'' ' � O WOOD JOIST INTERSECTIONS 4-16d COMMON EA.SIDE NAIL U- 24- FACE LEDGER STUDTO O.C. NAIL GIRDER/HEADER CONCRETE PI 2-16d COMMON O �•. HEADER TO 16d COMMON 16"O.C. FACE WOOD JOIST WOOD JOIST HEADER ALONG EDGES NAIL TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END PLATE TO STUD 3-1 6d COMMO PER 2x6 STUD NAIL BOTTOM PLATE TO: LE 2x PER FLUSH JOISTS WITH HEADER/GIRDER (MNIMUM) FLOOR JOIST,BAND JOIS 2-16dCOMMO OOT FACE NAIL CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TOAFLUSHHEADERTOBESUPPORTEDWITH FOR IN HEADER HEADER/GIRDER-TO-POST CONNECTION END JOIST OR BLOCKING LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. OR BEAM IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. ROD (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER REQUIRED FOR STU (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER DECK FRAMING: FLASHING TUCKED UNDER JOINT DESCRIPTION NAIL NAIL NOTES TOP PIECE OF SIDING AND QTY. SPACING LAPPED OVER FIRST CONTIN. JOIST TO: PER TOE PIECE OF SIDING BELOW THREADED ROD SILL,TOP PLATE OR GIRDE 4-8d COMMON JOIST NAIL 1/2"DIA.LAG BOLTS W/WASHERS CNW COUPLER NUT BRIDGING 2-Bd COMMON EACH TOE TO JOIST END NAIL D RAW N BY: JF CONNECTED TO BLDG.@16"OC POST BLOCKING EACH TOE MINIMUM TO JOIST 2-8d COMMON END NAIL WOOD JOIST END DISTANCE BLOCKING TO: 3-16d COMMON EACH TOE BLOCKING n SILL OR TOP PLATE BLOCK NAIL 7/17/2016 /1 7/^O FLOOR FRAMING LEDGER STRIP EACH FACE L 2x JOISTS EN15 NICE 12"x12"x12" '° TO BEAM 3-16d COMMON JOIST NAIL o CONCRETE FOOTING r> •",>" JOIST ON LEDGER PER TOE • 7?, ••g'" ', TO BEAM 3-Bd COMMON JOIST NAIL WOOD GIRDER JOIST ° BLOCKING FOR BAND JOIST 3-16d COMMO PER END SCALE: SEE PLAN JOIST HANGER . >" ' TO JOIST JOIST NAIL LAG BOLTS > HOLLOW COLUMN UPLIFT " BAND JOIST TO: 2.16 OOMMO PER TOENAIL RIM JOIST/BD. G n SIMPSON STRONG TIE MODEL STRR1/2 DECK POST FTG. CONNECTION SILL OR TOP PLATE FOOT SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION 0O.p! INIE 's/ DECK/PORCH LEDGER CONNECTION USE WITH RT10TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING �1 C 1� ° "O SHEET N O■ 6X6 POST I PAU66 OR WE66 I POST/BEAM ANCHOR APPLY TO EACH FOOTING r f3) ,x ,• ,dt•� �lJ r ��a ��,0525`° w��•`l AA SS10 `r d' w WIND FRAMING NOTES NAILING SCHEDULE- PLAN CONTENTS: V GENERAL N 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATIONt � Z 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL V l When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTIO CITY. SPACINGNOTES BUILDING USE CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAILBUILDING HEIGHT Q 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTIOCEILING JOIST 8'WALL:3-8d COMMON EACH intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO CEILING PLATE 10'WALL:4-8d COMMON JOIST TOE-NAI for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA O construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL CURRENT SBC OO WIND EDITION SSS FRAME CONSTRUCTION MANUAL rT, shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES hal sound and a weatherproof completed product. P� CEILING JOIST LAP AS PER TABLE 3.7 EACH FACE �~ OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC SBC END NAIL (� These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the ATTICS w/o STORAGE 10 r/� should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/ STORAGE 20 V J accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 O P1 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) F--I (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 O a First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 V) O responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAILGAURDRAILS ZANY DIRECTION) 200 w (,n construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION CITY. SPACING NOTES precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION O 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE t GENERAL NOTE PAGE O INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE N 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterio STUD 2-16d COMMON O.C. NAIL EGRESS SEE FLOG PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym.: 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE (SMOKE t CO2 DETECTORS) SEE FLOOR PLANS O such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGEq NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCI-IECK BASED ON 2010 NYSECC ` •i 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: F� FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropria FLOOR JOIST,BANDJ01S 2-16dCOMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1, 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERINC LINE TERMITE DECAY DESIGN UNDERILAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NOTES NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi) interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. ; 0 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 4-8d COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8),CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDE JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIEL 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 5).Unless otherwise noted,all slabs on grade to be 3500 p.s.i..Concrete to be TO JOIST END NAIL e° e° 9.CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs ) SEE NOTES:1 BOTH FIELDS to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and SILL OR TOP PLATE 3-16d COMMONBLOCK NAIL INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 8x16 cast iron foundation vent for every 150 sq.ft..oof area. NOTE 6).Crawl spaces to be provided with a minimum x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL S S DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE 7).Dampproof exterior of foundation with bituminous coating as per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. (� • W the below grade portion of exterior walls prior to backfilling. All fasteners,hanger,;and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMONJOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet or each side of the roof peak, W 8).Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO:SILL OR TOP PLATE 2-16d COMMO I FOOT SEE NOTE:1 z Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 1 !n FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. (D 1).All framing techniques and methods as prescriptive design of current SBC High Win ),posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL z z Ln Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts.Footin s Shall be 3 ft. CITY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For W 9 g AS PER TABLE 3. framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. Q N below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANE 8d WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 2).Unless otherwise noted,all framingand structural wood material to be#2+BTR. WFCM-SBC X .J Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. O O (0 CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIEL m 9 P 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL O otherwise. JOINT DESCRIPTIO Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELD _ ^ 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD r where needed. GYPSUM 7" O.C.EDGE O 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fi. 5d COOLER W M Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10"O.0.FIEL INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 U O ( )i ( ) 9 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: W U) NOTES openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fir to girder(s). JOINT DESCRIPTIO NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. W and blocking where applicable. QTY. SPACINGO 8).Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL gd COMMON AS PER TABLE 3. 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu d).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch a nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless not onstruction Code. GYPSUM 5d COOLER 7" O.C.EDGE G>0.49.For framing members with 0.42<G< the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 10"O.C.FIELD 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists FLOOR SHEATHING: NOTE: under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANEL 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. VOR LESS 8d COMMON 12"O.C.FUEL HVAC SYSTEM NOTES 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF UIRED DRAWN BY: J F 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloo 2) HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Q adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed FIREBLOCIQNG RE Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) equipment supplier. and to form an effective fire barrier between stories p story p over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing ,and between a to sto and the roofs ace. ).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. 7/17/2016 /i1 /'fL 0 i G 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls a ontractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1 V ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed SCALE: SEE PLAN 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, s s and cove ceilings. g . 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates t63).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R31 to be reduced tot-16d nail per foot. drop c be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. p 9 Pspace SHEET N O. 3).In concealed spaces between stair stringers at the to and bottom of the run.Enclosed under stairs shall comply with N.Y.S.Residential Code. rO� 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage o Gj ,,, /� or flame and products of combustion. ► "� 5).For the flreblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. C0i `A �� CSS10aS` LONG ISLAND SO UND 96.00' 58,09'5„E N 75'17'52"E N 3 STEEL BULKHEAD ze%) ImvlmE DJAmmlm A SCTM # 1000-51-04-13 EXIST WOOD STAIRS PROPERTY: 20795 SOUNDVIEW AVENUE ADDRESS SOUTHOLD, NY. 11971 BpTTOM pF gEUFF OWNER: STELIOS AND PENELOPE NIKOLAKAKOS 105 3rd Street GARDEN CITY, NY. 11530 I LONG ISLAND SOUND SITE: 22,660 S`�. FT. = 0.5202 ACRES oP OF BLUFF ZONING: R-40 T 3'+E SURVEYOR: PECONIC SURVEYORS, P.C. 58 5 M.H.W.M. ALONG SEAWALL AND BULKHEADS�g g' P.O. BOX 909 (ALONG TIE LINE) 1230 TRAVELER STREET N 3.� SOUTHOLD, N.Y. 11971 wooD "E 96. 00 X LICENSE # 49618 BULKHEAD N 75 17 5 BULKHEAD gL�FF Q + � DATED 8/8/13 STEEL p X �pP DECK 00000 WOOD TO OF WALL OT D o O rn LIN v�i� OP OF BLUFF OC-�IO� ,� /// �� , -�' '.I T F of cn 5 OSION HAZARD EINE cin z I ppp,sl AE ER oN3 2 It o �Q f►'I N EXISTING - XlS ! G g O z CONC. GONG STAIRS O COVER LANDINGS o O TO BE b REMOVED -EXISTING FROP I RE51 DENGE ED--5 gNEf- NEK 6 �� �O TO BE sC� ADDITION ON , , , EXISTING RENOVATED LANDING-� I 1 -�° L_____i_L1 F.X 15T I N6 DUTY T '--- Rr5IDF-N0l= TO BE S�D� YAG D POLE .� ° Rr=NOVATE-D le41 TH 51 DE YARD -A 5ETBAGK °-o FLOOR ADDITION EXIST GONG PAV I N C- N DOOR G NEW ADDITION 0o I ON EXISTING LAND I NG m EXIST GONG a 5TA I R5 _ LAND I NG TO BE N/O/F DEY I REMOVED & FI NAZZO N/0/F --- -- PROPOSED NEW ARTHUR & -__ COVERED ENTRY AUDREY PORCH AND STAIRS UELAND -_ _ _ - PROPOSED S83°50'00"w — 4 GAR unurY 7 7. 86' PARKINS POLE PROPOSED AREA I ENTRY UTILI rY WALKWAY N EDGE OF PA VEMENT OLE 2 w csj SOUND VIEW AVENUE Ll 0 3 11 AP--,k 00 _ Fi— LA P N 0 P o N SCALE: 1 " = 20'-0" u - < K IK 0 u m PROPOSED g � DRI VEWAY - o M i%ov D SOUTHOLD, NEW YORK DATE: 10 / 29 / 14 O URAL TALGAT ARCHITECT S83-50 436 7th STREET Q�LJ UTILI TY GREEN PORT, NEW YORK 11944 U POLE ® -- (631)477-8963 Bldg Dept.' �" — nal reviewniSITE PLAN ENOLAARGEMENO"Im 1 7 86' ZBq File n — �� SCALE. 1 - 10'-0" pn OUTL I NE SFEGS : EXTERIOR FINISHES : ROOF I NO : ASFHALT SH I NOLES SIDINO : EDAR SHIVOL S FRE FAINT \ \" KNE;)O/I S : ANDERSEN 400 SERIES EXTERIORTib I � • VERSATEX EXTi� I O� FASTENES :i� STAINLESS � inin� ��ea STL IIlxl � lll EXISTING GHI �fN `I' REFAI / EXTEND _ INTERIOR FINISHES : �- INTERIOR BALLS : 1 /21' O`r 5E�) l -° FAINT busIi� lar �1 NTER I OR GE I L I NO : 1 /2 " O`I'L S Oreat Room FAINT � 2O 'x2IFLOORS :INTERIOR I O� �/� II O� C �L�� itG �en \\ ` "x I '� " 5ATHROO " FLOORS : ALLOVI ANG 5ATHROOI� BALLS : ALLO, MANGE \\" \\ < ITr_,, N GAE3 : ALLO�NANCiE \ _ FLU1�51 NO AFFLIANC.,ES : ALLO, MANGE \ \�.,. O \ — ELEGTRIG 1NOR< UND ROROUND 200 AMF SERV I GE NE: N K R I NO T HROU&H OUT STRUCTURE n �. 1�EC HAN I GAL IN 5ASE1� ENT \\ \\\ \ \, FUEL SOURCE : EXIST OSS NO, NDN U RNAGE , N/ CENTRAL AG aecrnort, k C0� _ itki Of f IGe *M Laurdr� NE/I LEC.,TRICo, HOT JNATER HEATER �� � - Hall � 11 '4 "x 12 'x- 5 1 TE �NO R< : " � X'� 4�' NE! SEFT I G SNrSTEM FOR 4 t® n c1 0 o Entr HNDN 1�)RY�NLLS FOR ROOF RAIN atl�roo GL CATER x-7 \ NDN �RY�ELLS FOR DRI VDNANI' p Design UNK FIRST � PLAN Bldg Dept copy rom ZBA Final reviewed documents I I I I I I I I 1_511 I I I 1/2 11-011 Da eFile / JV 4 0_0V oe-I overed Forch - STELIOS AND PENELOPE I� I II WIcIe X �� � NIKOLAKAKOS SOUTHOLD, NEW YORK DATE: 11 / 14 / 14 URAL TALGAT ARCHITECT i 5 11 LANDSCAPE ARCHITECT 436 7th STREET GREENPORT, NEW YORK 11944 (631)477-8963 I 1 OUTL I NE SFEC-oS : �2 -6 1 11 EXTERIOR FINISHES : ROOF INO : ASFHALT SHINr--.;LES 76 INQ SIDINO : C-,EDAR SHINOLES FRE \% FAINT KN�O�S : ANDERSEN 400 SERIES Ln EXTERIOR TR 1K VERSATEX M EXTERIOR FASTENERS : STAINLESS "kax C-�L f5edroorn L STL x I X I ST I NO C/HlI�NE)000' REFAIR EXTEND x INTERIOR FINISHES : INTERIOR BALLS : 1 /211 r,-7)000'F 51�) 5odroarn FAINT II INTERIOR (fEILIN(5 : 11 /2 '' (5"'*rF E31:;) I E3 'x I Ila FAINT INTERIOR FLOORS : 5/4 '' OA< FLR Ln 4M BATHROO�� FLOORS : ALLOV�ANC.'F- M&M, k 5ATHROO� WALLS : ALLOINANGE XM < ITC...HEN r-...,AE3 : ALLOV�ANC.,E L GL FLUID 51 NO AFFL I ANC.,,ES : ALLOYNANGE ELEC,7RICo, l NOR< : NDN UNDERSROUNI:;) 200 A1� F CIL Hall NES KRINO THROUGH OUT \X\7777 �777 777 STRU r-,-/TURE -7 'x I Ila dn 1� ECoHAN I r-,,,AL I N 5ASE1 ENT FUEL SOURCE : EXIST OAS _w NEIN FURNAG lN/ CENTRAL Ar-..,. �edr®®m NEIN ELEGTRIG HOT VWATER HEATER Q-W -U- t 5athroorn zm X�k\ 12 '0 x I I '& 1 1 l4IIxI 1 ' loll S I TE �O R< : NESEFTI C., SNTO"STE�� FOR 4 5athrcarn V� M& GL a xa 14 11 GL -k MR91 Nil �R)00'V�ELLS FOR ROOF RAIN N CATER V %11'r M NEVI DR""rV� EV�A ELLS FOR DRI GL GL f k Design Bldg Dept copy from ZBA SECOND FLOOR P LAN Final reviewed documents ZBA File# 1/2" Date: 12 1-6 11 -5 11 AIM L) L -N1K(0)'hLAKAKU0"` %%'0ff5'h REZ'"31DENCE SOUTHOLD, NEW YORK 4- DATE: 11 / 14 / 14 URAL TALGAT ARCHITECT LANDSCAPE ARCHITECT 436 7th STREET GREENPORT, NEW YORK 11944 (631)477-8963 OUTL I NE SFEGS : EXTERIOR FINISHES : R00F I NCS : ASFHALT SH I NGLES SIDING : GEDAR SH I NC�LES FRE FAINT WINDOWS : ANDERSEN 400 SERIES EXTERIOR TRIM : VERSATEX EXTERIOR FASTENERS : STAINLESS STL EXISTING REPAIR / EXTEND INTERIOR FINISHES : INTERIOR WALLS : 1 /211 C�YP 5D FAINT INTERIOR GEILIN� : I /2 " GYP E3D FAINT INTERIOR FLOORS : 5/411 OAK FLR 5ATHR00M FLOORS : ALLOW,4NGE BATHROOM WALLS : ALLOWANGE KITGHEN GAE3 : ALLOWANGF- FLUM5 I NG PPL I ANGES : ALLOW,4NG WORK : NEW UNDER�ROUNI:;� 200 SMP JULL SERVICE � NSW KRINO THROUSH OUT STRUGTURE �AL IN BASEMENT � DUEL aOUfRGE : EXIST 6A5 w TW30410 TW30410 TW30410 NSW FURNAr...,E W/ GENTRAL A C., � NSW ELEC.-JR1 Co, HOT WATER HEATER 5ITE WO R< : HL NSW SEFTIG SYSTEM FOR 4 1E NEA 1:�)R***r�NELLS FOR ROOF RAIN ��D�OOM —ILIL IL —1H AATER NEW DRYWELLS FOR DRIVEWAY TW2442 TW2442 TW2442 TW2442 gc6,-*, Design Bldg apt mpy from TBA SOUTH ELEVATION F��e�reV1ewe0��`umPO`= ZBA File# Date: / � 712•• = 11A1• STELIOS AND PENELOPE NIKOLAKAKOS RESIDENCE SOUTHOLD, NEW YORK DATE: 11114 / 14 URAL TALGAT ARCHITECT LANDSCAPE ARCHITECT 436 7th STREET GREENPORT, NEW YORK 11944 (631)477.8963 OUTL I NE SPECS : EXTERIOR FINISHES : ROOD I NCS : ASFHALT SH I NOLE5 S I D I NCS : �EDAR SH I NGLES PRE FAINT WINDOWS : ANDERSEN 400 SERIES EXTERIOR fifRIM : VERSATEX EXTERIOR FASTENERS : STAINLESS STI EXISTINr-7 C�H I MNEY REPA I R / EXTEND INTERIOR FINISHES : INTERIOR WALLS : 1 /21, GYF BD PINT INTERIOR BD FAINT INTERIOR FLOORS : 5/4 " OAK FLR BATHROOM FLOORS : ALLOWANGE 5ATHR00M WALLS : ALLOWANGE < TCHEN GA5 : ALLOWANC..,E PLUMB I NCS APFL I ANGES : ALLOWANCE ELEGTRIG WORK : NEW UNDERGROUND 200 SMP NSW WIRING THROUGH OUT aTRUGTURE -11 E MEC.,HANICAL IN 5ASEMENT - FUEL 50URGE : EXIST GAS NSW FURNAr..E W/ �ENTRAL AC., � TW30410TW30410 TW30410TW30410 TW30410TW30410 NSW ELEGTRIG HOT WATER HEATER 51fiE WORK : NSW SEPTIC., SYSTEM FOR 4 JUL ULL LL 5E1:;�ROOM -][]L -ILIL -ILIL -Ll[ NSW DRYWELLS FOR ROOD RAIN :10E ^ATER ❑ ❑ ❑ ❑ NSW DYWELLS FOR DRIVEWAY TW30410TW30410TW30410 Desi n FWG12 611 - 4 - Fx NORTH ELEVATION Fl�a����eyoetl��ume�� ZBA File N 112"= 1'-0" Date: / / STELIOS AND PENELOPE NIKOLAKAKOS RESIDENCE SOUTHOLD, NEW YORK DATE: 11 / 14 / 14 URAL TALGAT ARCHITECT LANDSCAPE ARCHITECT 436 7th STREET GREENPORT, NEW YORK 11944 (631)477-8963 OUTLINE SFEGS : EXTERIOR FINISHES : ROOD I NO : ASPHALT SH I NOLES SIDING : GEDAR SHINGLES PRS PINT WINDOWS : ANLERSF—N 4.00 SERIES EXTERIOR TRIM : VERSATEX EXTERIOR FASTENERS : STAINLESS STI EX I ST I NCS GH I MNEY REFA I R / EXTEND INTERIOR FINISHES : INTERIOR WALLS : I /2 " GYP 5D FAINT INTERIOR �EIL. INO : I /2 " GYP E3 FAINT INTERIOR FLOORS : 3/4 " OAK FLR 5ATHROOM FLOORS : ALLOWANGE 5ATHR00M WALLS : ALLOWANGE KITGHEN GA5 : ALLOWANCE PLUMS I NG AFFLIANC.,ES : ALLOWANC,,E NEW UNDEROR0UND 200 AMF NEW WIRINO THROUOW OUT STRUGTURE MECHANICAL IN 5ASEMENT T ry/ � 4 TW21042 FUEL SOUi�GE : EXIST OAS NSW FURNAGE W/ CENTRAL AG NEW ELEGTRIG RIOT WATER HEATER 51TE WORK : NSW SEFTIG SYSTDM FOR 4 BEDROOM NSW DRYWELLS FOR iZ00F RAIN NEW DRYWELLS FOR DRIV5WAY TW21042 � TW21042 � Design �B WEST ELEVATION zeA�°�„e„w°�a°°m Date: 1 1 112” STELIOS AND PENELOPE NIKOLAKAKOS RESIDENCE SOUTHOLD, NEW YORK DATE: 11 / 14 / 14 URAL TALGAT ARCHITECT LANDSCAPE ARCHITECT 436 7th STREET GREENPORT, NEW YORK 11944 (631)477.8963 OUTLINE SPEGa : EXTERIOR FINISHES : ROOD I NCS : ASPHALT aH I NGLES SIDING : GEDAR SH I N6LE5 PRS FAINT WINDOWS : ANDERSEN 400 SERIES EXTERIOR TRIM : VERSATEX EXTERIOR FASTENERS : STAINLESS STL EXISTING GH I MNEY izEFA I R / EXTENl7 INTERIOR FINISHES : INTERIOR WALLS : 1 /21, 6YF 5D FAINT INTERIOR GEIL. INO : I /2 " GYP BD FAINT INTERIOR FLOORS : 5/4 " OAK FLR BATHROOM FLOORS : ALLOWANGE BATHROOM WALLS : ALLOWANC,,,E < ITC...,HEN GA5 : ALLOWANC,.,.E PLUM5I N� AFFL I ANGES : ALLOWANGE NEW UNDER&ROUNZ;) 200 ,4MF S E R\/ I C.,E NSW W I RI NCS THROUOH OUT STRUCTURE - MEC...,HAN I �AL IN 5ASEMENT TW21042 �V21 42 FUEL SOUfizGE : EXIST 6AS 3.�✓ : 12 0 � � NEW FURNAGE W/ GENTRAI_ AG ................ NEW ELEGTRIG HOT WATER HEATER SITE WORK : NSW SEPTIC.., SYSTEM FOR4 -IHL -- P�Di�00M NEW DRYWELLS FOR ROOF RAIN WATER NSW 1�)RYWELLS FOR DRIVEWAY T W 10 3 2 TW3442 TW21042 � Desig n ;�,BA slay De ropy ELEVATIONDeLFlleEAST reviewed STELIOS AND PENELOPE NIKOLAKAKOS RESIDENCE SOUTHOLD, NEW YORK DATE: 11 / 14 / 14 URAL TALGAT ARCHITECT LANDSCAPE ARCHITECT 436 7th STREET GREENPORT, NEW YORK 11944 (631)477.8963