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HomeMy WebLinkAbout42008-Z c�t►fF�L, C_ Town of Southold 10/25/2018 4� a P.O.Box 1179 o ! ! 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39993 Date: 10/25/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 5705 Stillwater Ave, Cutchogue SCTM#: 473889 Sec/Block/Lot: 137.-4-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/19/2017 pursuant to which Building Permit No. 42008 dated 9/28/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issuedd is: alterations and additions, including covered porch and deck, to an existing one family dwelling as applied for per ZBA #7072, dated 8/17/2017. The certificate is issued to Landers Family Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42008 10/18/2018 PLUMBERS CERTIFICATION DATED 3/28/2018 Ihd Piccuc #" o ' e Signature �g�FfO(k TOWN OF SOUTHOLD� BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE o . SOUTHOLD, NY y o� 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#: 42008 Date: 9/28/2017 Permission is hereby granted to: Landers Family Trust 1721 Monte Cielo Ct Beverley Hills, CA 90210 To: construct additions and alterations to existing single-family dwelling as applied for per DEC Non-Jurisdiction letter, ZBA & Trustee approvals with flood permit. At premises located at: 5705 Stillwater Ave, Cutchogue SCTM # 473889 Sec/Block/Lot# 137.4-4 Pursuant to application dated 9/20/2017 and approved by the Building Inspector. To expire on 3/30/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $360.80 Flood Permit $100.00 CO -ADDITION TO DWELLING $50.00 Total: $510.80 Buildin nspector pF SO!/l�®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �Oly�o dao roger.richert(a_town.Southold.ny.us UNT`I, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Landers Family Trust Address- 5705 Stillwater Ave City: Cutchogue St: New York Zip. 11935 Building Permit#. 42008 Section: 137 Block 4 Lot 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA- Promaster Electric License No: 59226-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 43 Ceiling Fixtures 8 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 8 Wall Fixtures 17 Smoke Detectors 4 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 12 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 20a Emergency Fixtures Time Clocks Disconnect Switches 36 Twist Lock Exit Fixtures 11 TVSS Other Equipment 2-combination smoke / co detectors, 3-bath fans, range hood, 4-ARC fault circuit breakers. Notes Inspector Signature: _IwDate: Octomber 18 2018 81-Cert Electrical Compliance Form As �I ' SaoT�o - - - Town Hall Annex Telephone(531)7654$02 54375 Main Road Fax(631)_765-9502 P.O.Box 1179 - Southold,New York 11971-0959 D ���� V BUILDING DEPARTMENT - D TOWN OF SOUTHOLD MAR 282018 BUffiR4D 1 TOWN OFSOUTHOLD -CERTIFICATION - Date: 312 e9ld Building Permit No.82008 Owner-' L�n�lYS (Please print) Plumber. Grad Piccuch 4Y (Please print) I certify that the solder used in the water supply system contains less-than_ 2/10 b-f 1°l0 lead. Sworn to before me this a 8-A = - C®NNIE-D.BUNCH day of 20 �� Notary Public,-State of New York No.01 BU6185050- Qualified in Suffolk County Commission Expires A0014,2 Notary Public, u�_�unty Form No_6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. P?It Sm90— ?o t-7 New Construction: Old or Pre-existing Building: (check one) Location of Property: SloS Sri LL AST Av E d o E Cj-r-c coo u e House No. Street Hamlet Owner or Owners of Property: .p DWit)A an�j 0 v Eos "cu � -bE — bG-f-S r Suffolk County Tax Map No 1000, Section . 137 Block 0.+ Lot 004 Subdivision Ro 61L IV OV q QLa �a , N Fi led Map. 1263 Lot: /6 e 17 Permit No. 0 ate of Permit. Applicant: k Sa- 40car 6 ti.L4AMsPJ Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ A scant Signature o �yab� SOUlyolo y O UIYI TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: .P�io✓ 01n r vv ' • tv ; D o sfi iq DATE 11 INSPECTOR IL BOE So �o� olo N -Na old 0 MVI TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: v ( nni py-Nv/ QML 'o/ t • DATE T INSPECTORwv 1)00-m5 OESOUl UOUN(V,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST ] ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION [ FRA / STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: &,V4, W, -VA, � p�- DATE 'Y8'�g INSPECTOR Of SOUTyolo a ia_0 o • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r DATE ( �� INSPECTO H O m 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) 11-11.3. REMARKS. S r v� bv`/ A .� DATE INSPECTOR c�yc�8 - �o��OF SOUIyo� * * TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] 50UNDATION 2ND [ ] INSULATION [ FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: L= t C).-- DATE b INSPECTOR AaQ�11?10 pE SOUIy�� # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycourm��' 765-1802 INSPECTION`,- FOUNDATION 1ST [ ] ROUGH PLBG. ' J-7 60 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR OF SO/¢ TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ FINAL [ ]4�FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 1011OLW8INSPECTOR ao � � APPLICANT S C T.M. 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) b0SUFFQ/f J n lb NAME �(IG&I. ( #GL4R117s6'H SectionBlockB°ck Lot � STORMWATER - DRAINAGE Please Print 631 lis_q IM � � S � ,ol��,a INSPECTION REPORT FORM signatureTelephone Nianber DESCRIPTION OF SITE WORK TO BE COMPLETED COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA YES NO NA Submit Documentation for Compliance to the Engineering Department for Review&Approval a. Maintenance of Erosion&Sediment Controls 00� b. Limits of Clearing&Area of Proposed Land Disturbance. c. Condition of Stockpiled Soils. 00� ( � ec � d. Verification of Size&Depth of Leaching Pools. 000 e. Verification of Drain Pipe Installation/Concrete Parging. f. Driveway Installation within the Town ROW-Highway Specifications g Final Site Grading-Effect on Adjacent Property 00� h. Inspection of Gutter&Leader System-Drainage Piping i. Instalation of proposed Swimming Pool and discharge ring. j. Inspection of Construction Entrance/Staging Area(s). f/ ji k. Location of proposed concrete washout area(s). 0 A Final Inspection Report must be completed prior to issuance of Certificate of Occupancy. The applicant has three options for certification of drainage installations �k OPTION : 1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of New York. OPTION#:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION#:3: Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. OPTION*: 1. OPTION*:2. Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing placement &Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate background i ti lll��� Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grad DR-.l ��� Town Engineering Department. U D TOS Review NOTES: TOS Review NOTES: 018 DING 1 . ®LD ****FOR ENGINEERI EPART USE ONLY**** ❑ Additional Work is Required for Approval. Reviewed& SMCP Installation is Not Complete. (See Notes Above) Approved y: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Plan Installation has been Date. g Zol g Inspection*: d , Completed & Approved by the Engineering Department. FORM * SWCP Inspection Report Form-TOS October 2014 Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test: 5705 Stillwater Ave,Cutchogue NY 11935 Test Date: 10/19/2018 Building Permit#: 42008 ' " ,_ Compliance Pathway: Prescriptive RESNET Rater H 01YR Testing completed by: Christopher Silvia D Home Energy Solutions Inc. NATE BE 187 East Main Street ICC 11OCT 2 3 2018 Huntington, NY. 11743 BPI]D#: 631673-0664 Building Envelope Tightness Volume Calculations: Check if: Floor Area Height Volume ❑ Conditioned Basement Basement 0 ❑Conditioned Crawl Space 1st 738 8.0 5,904 ❑ sealed Attic 2nd 965 10.0 9,650 3rd 965 3.9 3,764 Attic 0 *The conditioned floor area of dwelling is calculated in accordance with ANSI Z765,except that conditioned floor area Total Volume: 19,318 includes areas where the ceiling height is less than 5 feet. CFM @ 50pa: 950 Air Changes/Hour @ 50pa: 2.95 Code Compliance: PASS Duct Tightness : Exception - All Ducts Located In Conditioned Space System#1: Duct Location: Floor Area: Leakage: CFM @ 25pa: CFM/100 ftz CFA: Code Compliance: N/A System#2: 2nd Floor Duct Location: Floor Area: Leakage: CFM @ 25pa: CFM/100 ft2 CFA: Code Compliance: N/A System#3: Master Suite Duct Location: Floor Area: Leakage: CFM @ 25pa: CFM/100 ft'CFA: N/A Code Compliance: N/A Building envelope tightness has been verified using instruments and procedures specified in ASHRAE/ASTM E779 or ASTM E 1827 as required by the 2015 IECC as amended by the 2016 New York State Supplement, Section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by the 2016 New York State Supplenment, Section 4033.4. 001 Signature: Date: /o Christopher Silvia, Home Energy Solutions Inc. IHEA 1114 Nigel Robert Williamson .Architect P.O. Box 1758 Southold, NY 11971 Phone 631.834.9740 February 5, 2018 Ms.Amanda Nunemaker,Building Permits Examiner Southold Town Hall Annex '54375 Main Road Southold,NY 11971 Re: BP#42008 Landers Family Trust at 5705 Stillwater Ave., Cutchogue,N.Y. 11935 Dear Ms.Nunemaker: I am requesting an amendment to the aforementioned building permit.Attached are four copies of the architectural floor plan drawing Rev.A, dated the 29t`of January,2018.The amended plan shows the addition of a sitting room(107.29 sq.ft.)over the existing kitchen which was previously a double height kitchen space.The sitting room is contained within the original approved footprint and there are no revisions to the elevation. If there are any questions please do not hesitate to contact me. Your's faithfully, Ni 1 Robert Williamson R.A. a FEB - 6 2018 TOWN OF SOU1HOLID Nigel Robert Williamson Architect P.O. Box 1758 Southold, NY 11971 Phone 631.834.9740 July 20, 2018 Mr. John J. Jarski, Senior Bldg. Inspector Town of Southold Bldg. &Zoning Division 54375 Main Road Southold,NY 11971 Re: Landers Family Trust 5705 Stillwater Ave., Cutchogue,N.Y. SCTM 1000-137-4-4 Dear Mr. Jarski: I have enclosed a set of three photographs. The photographs show a portion of the total number of 16 additional footings with Simpson Strong-Tie stand off post bases needed for the as-built deck. They are set at a Y-0"depth and they comply with the N.Y.S residential code. I trust that everything is in order. If additional information is required please do not hesitate to contact me. I thank you for your assistance in this matter. Your's faithfully, ED A Qk' NIGEL Nigel Robert Williamson WILLIA S� 29557-1 9p F NE��O D JUL 20 2018 BUMDING DEPT. UP T HOILD �2c�vg Nigel Robert Williamson �' OCT - 9 2018 Architect P.O. Box 1758 1113 r DINTDEPT. Southold, NY 11971 "t a` W'.". Phone 631.834.9740 October 8, 2018 Mr. John J. Jarski, Sr. Building Inspector Town of Southold Bldg. &Zoning Division 54375 Main Road Southold,NY 11971 Re: Landers Family Trust, 5705 Stillwater Avenue, Cutchogue,NY SCTM 1000-137-4-4 Dear Mr. Jarski: On Wednesday the 3rd October, 2018 I personally observed the spraying of the product known as DC315 by International Fireproof Technology, Inc. over the installed spray polyurethane foam in the roof attics and gable walls at the above address. The installed spray foam polyurethane is Accella Bayseal OCX and is listed in the attached approved foam testing matrix for DC315 by the International Fireproof Technology Inc. I have attached the matrix sheet and the data sheet for DC315 which shows compliance with R316.6 of the N.Y.S. Residential Code as both an ignition and thermal barrier. The wet film thickness was measured at 14 using a wet film thickness gauge and is the approved wet thickness as shown in the matrix. The wet film thickness was measured on a mending plate that was installed before the spray was applied and was measured at a 90 degree angle to the plate in compliance with the suggested technique. I trust that everything is in order. If additional information is required please do not hesitate to contact me. I thank you for your assistance in this matter. Your's faithfully, Nige obert Williamson R.A. S`7O S Sr I L L i JA Toe . A%/e:kl u6- , CUT-Cko q VL, tiJ- international1 , 1 , The Ultimate In Fire Protective Coatings and Flame Retardant Prodt4cts 1 1 1 S MA- JBIC aft QUADLn,i!areal' `'a a1 ' R 0.t u wry Lxa Gac o WesternLAPOLLA ® }I y B L 1 9}} 10 w ori It®rti4�l t+ORSOND Ili" - i iicrl,�^�, vuui ia�SyatQat SF, ' CertainTeed 1fOlAl7LEv' EA t 1CP r..,, rn„P&Tu,sr�j=rislm In. 1fS UIttlCHr3YGtLWIrSCOtQflr3ltdh .. $ Mao i n t u:c r e .,c a x. 9nplAFSEt1 ;s5re P7 SPRAY !! MAPKET Approved Foam Testing Matrix For DC315 Building Code Fire Performance Requirements for SPF: The International Building Code(IBC)mandates that SPF be separated from the interior of the building by a prescriptive 15-minute thermal barrier,or other approved covering.DC315 Carries IAPMO ER-0499 Evaluation Report confirming DC31 S provides an alternative thermal barrier assembly to the prescriptive thermal barrier requirments and all testing complies with the 2012 IBC Section 803 1.2&2603.10.2012 IRC Section 316.6. 2015 IBC Section 803.2.1, 803.11,2603.9 and 2015 IRC Section 316.6. DC 315 has also been tested as an ignition barrier tinder AC 3 77 AppendixXand meets the requirements of ICC-ESAC377 and AC456 Criteria Light Gold Cells:are lgitition^ ariier L-ght Green Cels are�7terntaG$pirr�er: Approved(SPF)Spray Foam Manufacturer and Type Wet Dry Coverage Rate Per IM latertek Evaluation IM UPMO Evaluation SPF Manufacturer Evaluation Film Film Callon report report report AccPlla BnysealCC'fiFO_16: - - :^.a ;7 ' a, c ;p; z;•,` <ti. - - �='s•� - - �"4}" ;i-s._ 228 sq'ft:_;:,:z i��.€rs�:"�E e r -t --_ �E$R�994 - _ _- - -_ -_ .,a:,..�-�v'�'' `��-"e> - - _,.:��-<=.:s� A`cce7laBtiysealCCX2'lb'- - - r""---mac==-_ �� ,P Itatcll5�,;��g��: f"_ - - - - -s a = `.a.- - i�z 3,`. - -i+ia r,3z,,k - •�_ ='?g - _;�1=r 4:,-„ - __v,F'.�s:,..I.'�n:s:.m - x�«�-^ - - - - - �,;� - x-� - ate. 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Alternative`'Barrier,System,"DC.315 -is applied= over,a manufacturers SPF, and tested to Ahe,,'criteria--of an''NFPA,286, UL"'1715;',UL 1040, or IA'4880 for duration..of 15 ` .e pgi5 w minutes;by-an accredited fire testingfacility. Products'-that pass an ignition barrier tested under AC_377_Appendix-X are =not-'app�opriatenalternative thermaf:,bard6rs•_and,cannot,'be=used.-Depending_on_your-`particular,application;;either ignition ortherm-al barriers are.required=;by-thdlntern`'ational Building,Code"(IBC): Characteristics' „ =, • ; . Color: All.orders ship in-,Light Gray,(White'andDark Gray avaiiable via special order). V.O.C. (47 g/I) _Volume-Solids_: 67% , Packaging: _ -75&55 gallon-containers Advantage's of Using"D,015 over Spray Polyurethane,Foam ' • '.DC 315" is the only 3`�• party inspected-fire coating for SPF • ,Marked arid'Listed by-Warnock Hersey lntertek, N`20947 Single-coat coverage reducing labor.and material,costs:equaling-higher profits - �; .Industry leading'spread=rate_ • Passed CAL1350-safe foruse in.schools and high"occupancy buildings; ` •:, ,,`Passed strictEPAV.O.C.andAQMD air emission requirements(for all 50 states) - �= Approved fol Incidental'Food Contact complies with NSF/ANSI-51 requirements ofUSDA'-- Easily applied'with a sprayer'roller,or brush with_no complicated mixing • 1 year shelf life 'Fast and easy clean-up,with,no waste and fast turnaround,time', ' 'Compatible,with any paintable construction material Meets Life-Safety Code 101 _ _ 'Meets LEED's j oint-requirements, No-formaldehyde'" DC 315 is the most-tested and approved-product in the world for use aas an; 'Alternative Barrier Coating,Syste over Spray,Polyurethane , Foam(SPF). Visit us'at our weli'site www.paintfoprotect.com.to"obtain-a.;turrent matrix-of'all-,the;manufacturer's foams DC-315-has,-been,tested, nd approved over as Thermal oe(gnition.barriers in compliance;with current'IBC codes. --- - _ If a coating has not,passed-a full'scale-test-on=a•manufacturer's-foam_ .•it cannot be`-used-on_that�foam;there are-no exceptions: in the IBC Code! _ _ Building Code Fire Performance-Requirements for SPF:' ` The International-Building•Cdde (IBC)'rnan`dates that SPF_be separated•from-the.interior of the building'by'a 15,'minuie th_ermal barrier, or'. other approved covering: ,DC315:passed c(i tified-NF,PA,286 and UL'1715;tesf-over_6 variety.of open and closed cell spray applied urethane foams that were conductedaiy ISA certified testing f. ities:-�All i_ests performed comply with the requirements of 2006 IBC`Section 803.2.1& 2009 IBC Section-803.1-1,.and Section 2603.9; 2012-IBC Section 803.1:2 and,Section,260110 under-"Special Approvals•for Thermal Barriers over Foam Plastics".'DC315 is-WHl marked and'certified via,3rd,party ins'p'ection for qualityassurance and`consistency. Special Approval,/-Alt ernatejherinal&Ignition..Barrier Assemblies.,[IBC2603.9/IRC R316.6);. Alternative-15 H614hermal-Barrier Asseniblies:(e_g.;Exposed SPF or SPF-with a Thermal Barrier-Protective Covering)• The assembly must remain in place'f6r'15' 'minutes during'specified large-scale fire tests,such as NFPA•286,UL1715;UL1040,or-FM 4880.- Alternative 880.Alternative Ignition,,Barrier Asserriblies DC 315 meets tile,requirements.for.`ignition-barrkir.per AC 377-A ppendixX 1 1 • ' • ' COMMENTS i A FOUNDATION 1 � F ROUGH FRAMING& PLUMBING INSULATION flit � . . STATE ENERGY CODE rLt�. A& G2M�I,1 ✓� J film My-m ' 'A dy/Afg I ml - 11 lit 9 NMI--� �AWA � .� � R iii WAA01=111 � 11 . .i 1^,1♦I f�1L'/ ` L JI 1t�7 r.7 MI.W.? L / - .Nr ii � !1 i //1L► l' 1 Mr �1r TOWN OF SOUTHOLD BUILDIN PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT D 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) 765-9502Survey of Southold_T_own.NorthFork.n_ et PERMIT NO. Check Septic Form N.Y.S.D.E C. - Trustees C.O.'Application 2 Flood Permit Examined 0 201 Single&Separate Storm-Water Assessment Form Contact: Approved 2Mailto:JJ(a--L Z8aj WiLtu1MLv� Disapproved a/c Pp. R-x 11-1'8 $ L7—,;4 s= Phone: b31, X334.4740 Expiration 20 B , spector SEP 19 2017 APPLICATION FOR BUILDING PERMIT RUMDING DEPT. Date_/�� S6DreM86L '20 17 TOWN OF SOUTHOLD INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule., b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughoufthe 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.' �1 - f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or-other regulations affecting the property have been enacted in-the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections., '(Signa of applicant or name,if a corporation) P o: x 1758 ;o o o&ac-D �J-V. (Mailing address of applicant) State whether applicant is owner,lessee,agent,architec engineer,general contractor,electrician,=plumber or builder Name of owner of premises DgS pI .4 G 1a.,k P0L..S ( uD-,.s wb S — Wzeu FM a4 7&1 I (As on the taA roll or latest deed) If applicant is a corporation,signature of duly authorized officer ' ..P rY:'.r i �lr•;ISI,- .7, (Name and title of corporat "officer Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 5705 Sr)L.L0A-TEIL AV[DJUE GJTG�i4�l� House Number Street Hamlet County Tax Map No. 1000 Section f 3 y Block 04 Lot 004 p SubdivisionN & Wild RkAl Filed Map No. 1:263 Lot' -M 1-7 r 2. State existing use and occupancy of premises and intended use and occuancy of proposed construction: a. Existing use and occupancy Si gix: R+41141 hNE Y& b. Intended use and occupancy S i 4 Cr LE b MJF,i L i J! 3. Nature of work(check which applicable):New Building Addition Alterations_ Repair Removal, Demolition Other Work (Description) 4. Estimated Cost 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 36. 6 ' Rear 39. 7 Depth 4 5,4' Height 22.3' Number of Stories 1'/z ° 7sg,;�Y� g Dimensions of same structure with alterations or additions: Front 38;6 Rear 38. 7, ., Depth �1�. 4 9 Height 26, ® r Number of StoriesTh10 ___ a" F 1 8. Dimensions of entire new construction: Front +4_ - Rear Depth Height Number of Stories r... - T•,1 9. Size of lot: Front 100. 0 Rear 1000 28 Depth 77.®S 10.Date of Purchase raP p2grf '200 Name of Former Owner D o UcrIA-f ' Acta-6 11.Zone or use district in which premises are situated P-40 12. Does proposed construction violate any zoning law,ordinance or regulation?YES NO X 13.Will•lot be re-graded?YES NOX,Will excess fill be removed from premises?YES NO 14.Names of Owner of premises r 721 MO &, C°6�A�cldress6C sQ'°"y NrL�S G�Phone�Vo. Name of Architect WI(CL- P,REaf i ,L�Lu m w+ Address Po•@aX I1S9 Gv-pLeol.0 Phone No -631. 834.q740. Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES x NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet'of a tidal wetland? *YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. ' 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES N0,,/:-::: * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 1 )c CL (,6 Mf �I L WA M so a being duly swom,deposes and says that Ohe is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH Public,State of Nen►York (CA is the C1 T Notary 01BU6185050 (Contractor,Agent, Corporate Officer,etc.) oualified in o 2� Commission Expires APdI 14, of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file,this'application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 17*'�; day of Sc;OTEm BI 2, 2017 NotaryAPuubblic 11—`— �/ Signature of Applicant / lir J FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: April 10, 2016 TO: Nigel Williamson(Landers Family Trust) PO Box 1758 Southold, NY 11971 Please take notice that your application dated March 31, 2016 For permit for an additions and alterations and an "as built" deck addition to an existing single family dwelling at Location of property: 5705 Stillwater Avenue, Cutcho ug e,NY County Tax Map No. 1000 - Section 137 Block 4 Lots 4 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 8,080 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring less than 20,000 square feet in total size, the minimum front yard setback is 35 feet, the minimum rear yard setback is 35 feet, the minimum singleyard setback is 10 feet, and a maximum lot coverage of 20%. The proposed and "as built" construction notes a front yard setback of 18.2 feet, a rear yard setback of 16.8 feet, a single side yard setback of 9.3 feet, and a total lot coverage of 29.7 percent. Tin addition, the proposed and "as built" construction is not permitted pursuant to Article XXII, Section 280-116B, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy-five(75) feet from the bulkhead." The proposed construction notes a setback of+/- 6.6 feet the exist' b ead. Author ed Signature Cc: File, ZBA Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: April 10, 2017 TO: Nigel Williamson(Landers Family Trust) PO Box 1758 Southold, NY 11971 Please take notice that your application dated March 31, 2017 For permit for an additions and alterations and an "as built" deck addition to an existing single family dwelling at Location of property: 5705 Stillwater Avenue, Cutcho ug e,NY County Tax Map No. 1000 - Section 137 Block 4 Lots 4 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 8,080 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring less than 20,000 square feet in total size, the minimum front yard setback is 35 feet, the minimum rear yard setback is 35 feet, the minimum single side yard setback is 10 feet, and a maximum lot coverage of 20%. The proposed and "as built" construction notes a front yard setback of 18.2 feet, a rear yard setback of 16.8 feet, a singleyard setback of 9.3 feet, and a total lot coverage of 29.7 percent. Tin addition, the proposed and "as built" construction is not permitted pursuant to Article XXII, Section 280-11613, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy-five (75) feet from the bulkhead." The proposed construction notes a setback of+/- 6 feet to the ex' ad. o ized Signature Cc: File, ZBA Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL ATE: April 10, 2017 %AMENDED: June!9, 2017 TO: Nigel Williamson(Landers Family Trust) PO Box 1758 Southold, NY 11971 Please take notice that your application dated March 31, 2017 For permit for an additions and alterations and an"as built"deck addition to an existing single a family dwelling at Location of property: 5705 Stillwater Avenue, Cutchogue,NY County Tax Map No. 1000- Section 137 Block 4 Lots 4 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 8,080 square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124 which states that on lots measuring less than 20,000 square feet in total size,the minimum front yard setback is 35 feet,the minimum rear yard setback is 35 feet the minimum single side yard setback is 10 feet, and a maximum lot coverage of 20%. The proposed and "as built" constructio s a front yard setback of 18.2 feet am=xard setback of 16.8 feet a single side yard setback o&3 feet and a total lot cov e of 2 . ercent. Authorized Signatur l This Notice of Disapproval was amended on June 9, 2017 to remove the need for a "distance to bulkhead"variance. Cc: File, ZBA Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ®� ®UTy 53095 Main Road•P.O.Box 1179 � � ® _ l0 Southold,NY 11971-0959 Patricia Acampora t Office Location: Eric Dantes �n 'e Town Annex/First Floor,Capital One Bank Gerard P.Goehringer _ �Q 54375 Main Road(at Youngs Avenue) Nicholas Planamento l9'cQU N Southold,NY 11971 D F=C1S5'VR D http://southoldtownny.gov AUG 2 2 2017 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 ECEIVE® BUILDING DEPT. � TOWN OF 3® B®I'D SINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 17,2017 UG 2 1dj�� Southold Town Clerk ZBA FILE: 7072 NAME OF APPLICANT: Despina Gianopulos Landers/Landers Family Trust 'PROPERTY LOCATION: 5705 Stillwater Avenue,Cutchogue,NY SCTM#1000-137-4-4 SEQRA 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 May 2, 2017 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 his recommendation dated July 19, 2017. Based upon the information ;provided on -the LWRP Consistency Assessment Form submitted, as well as the records available, it is the ,coordinator's recommendation that the proposed action is INCONSISTENT with the following LWRP policy standards and therefore is INCONSISTENT with the LWRP: ;Policy 1 —The front yard, rear yard and lot coverage does not enhance community character and does not foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location and minimizes adverse effects of development. ,Policy 4.1A—Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards. The coordinator warns the possibility of property loss because structures are located within a FEMA Flood Zone AE base flood elevation six(6)feet. ,Policy 6.3 — Protect and restore tidal and freshwater wetlands. The coordinator cautions that structures are extremely close to the wetlands/waterbody and indicates that a dewatering drywell for the as-built pool is not shown in the plans. Furthermore, the top elevation of the bulkhead is unknown and the threat from the flooding of the property exists. l Page 2,August 17,2017 #7072, Landers Family Trust SCTM No. 1000-137-4-4 However,the dwelling has the benefit of certificate of occupancy z 3228 dated August 28, 1968, and z 11366 and z ;11367 dated December 16, 1982. The swimming pool has the benefit of area variance 3283 dated November 1, 1984 allowing the swimming pool in a side yard location and certificate of occupancy z 15424 dated November 25, 1986. The applicant further has the benefit of a trustees wetland permit number 7509 dated March 23, 2011 granting an existing dwelling, deck (without shed), in ground swimming pool with the condition drywells are installed to contain roof run-off in accordance with Chapter 236-Stormwater Management of the Town Code, and as depicted on the survey stamped approved on March 23, 2011. The existing permitted structures and the trustees wetland permit therefore bring the project into consistency with the LVW and make the project consistent with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 8,080 square foot parcel in the Residential R-40 Zoning District. The parcel measures 100.00 feet along the northerly property line fronting Stillwater Avenue, measures 84.55 feet along the easterly property line, measures 100.28 feet along the southerly property line adjacent to Eugene's Creek, and measures 77.05 feet along the westerly property line. The existing single family home consists of a one and one-half story frame dwelling with an attached garage and attached side yard deck with an in ground swimming pool with fencing and large green hedges blocking sight to the pool and decking from neighbors on the northerly and easterly portions of the property (front and side) on the survey prepared by Alphonse Pesce, Jr.,L.S. updated on March 30, 2017. BASIS OF APPLICATION: Request for Use Variances under Article XXII, Section 280-116B and Article XXIII, Section 280-124 and the Building Inspector's April 10, 2017, Amended June 9, 2017 Notice of Disapproval based on the application for a permit to construct additions and alterations and to legalize an"as built"deck addition to an existing single family dwelling, at: 1) located less than the code required minimum front yard setback of 35 feet, 2) located less than the code required minimum rear setback of 35 feet, 3) located less than the code required minimum side yard setback of 10 feet, 4) more than the code permitted maximum lot coverage of 20% at 5705 Stillwater Avenue, (Adjacent to Eugene's Creek), Cutchogue,N.Y. SCTM#1000-137-4-4. RELIEF REQUESTED: The applicant requests area variances to alter the one and one- half story frame dwelling to a two story frame dwelling by adding a dormer over the 2nd floor garage and adding a covered porch over an existing brick and concrete platform, and to legalize an existing "as built" deck which surrounds an existing in ground swimming pool as shown on the updated survey dated March 30, 2017 prepared by Alphonse Pesce, Jr., L.S. The requested additions and alterations will result in a front yard setback of 18.2 feet, a rear yard setback of 16.8 feet, a side yard setback of 6.8 feet and lot coverage of 29.7%. ADDITIONAL INFORMATION: Notices to owners of adjacent parcels were mailed as required and no comments were received. A prior decision by this Board,Appeal No. 3283, dated November 1, 1984 granted an area variance to place an in-ground swimming pool in the front yard. According to the current owners, the decking from the residence side yard that surrounds the pool already existed when they purchased the property. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals-held a public hearing on this application on August, 3, 2017 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: r Page 3,August 17,2017 #7072,Landers Family Trust SCTNI No 1000-137-4-4 1. Town Law &267-b(3)(b)(1). Grant of the variances will not produce and undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of a mixture of single and two story year round and seasonal houses. The front and side yard where the pool and deck are located are surrounded by mature plantings and a fence, and are not able to be seen from the front and side of the property. The addition over the garage will enable the continuation and redesign of the existing roof to accommodate the interior design of the second floor. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than the area variance. The "as built" deck already existed. The addition and alterations will afford the owners the space they request in order for their family to enjoy their residence. As previously mentioned the Board approved the in-ground swimming pool in the front yard in a November 1, 1984 decision. The applicant will seek additional approval by the Town's Board of Trustees for distance of the "as- built"structures to the bulkhead. 3. Town Law §267-b(3)(b)(3). The variances granted herein are mathematical substantial,representing 48% relief from the code for front yard setback, 52% for rear yard setback, 32% for side yard setback and 48.5% from the code for lot coverage. 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 of the neighborhood as long as the applicant complies with requirements of Chapter 236 of the Town's Storm Water Management Code and the Board of Trustee regulations and recommendations set forth in Trustee permit conditions. 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 the purchase. 6. Town Law 276-b Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of the alterations and additions to the residence and the legalization of the "as built" deck 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 267-13, motion was offered by Member Acampora, seconded by Member Planamento, and duly carried, to GRANT the area variances as applied for, and shown on the survey prepared by Alphonse Pesce, Jr. L.S., last updated March 30, 2017. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The alterations and additions to the dwelling roof must include the proper leaders and gutters and drains. 2. A dewatering drywell for the "as-built" pool shall be submitted and approved. 3. The applicant must comply with requirements of Chapter 236 of the Town's Storm Water Management Code 4. The applicant must comply with the Board of Trustee regulations and recommendations set forth in Trustee permit conditions. Page 4,August 17,2017 #7072,Landers Family Trust SCTM No. 1000-137-4-4 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 and/or 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 variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. 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 Dantes (Vice Chair), Planamento, Acampora and Goehringer(Chairperson Weisman Absent). This Resolution was duly adopted (4-0). C'�" -Va"Iz Eric L Dantes,Vice Chair Approved for filing / $ /2017 Michael J.Domino,President � zf S0UryOTown Hall Annex John M.Bredemeyer III,Vice-President l� 54375 Route 25 P.O.Box 1179 Charles J.Sanders Southold,New York 11971 Glenn Goldsmith G� Telephone(631)765-1892 A.Nicholas Krupski ��lyC Fax(631) 765-6641 OUNTV, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 9083A Date of Receipt of Application: April 11, 2017 Applicant: Landers FamilyTrust c/o Despina Gianopulos Landers/Jay Landers SCTM#: 1000-137-4-4 Project Location: 5705 Stillwater Avenue, Cutchogue Date of Resolution/issuance: September 20, 2017 Date of Expiration: September 20, 2019 Reviewed by: Board of Trustees Project Description: To alter existing 1-'/ story dwelling to a two-story dwelling; add a dormer over existing two-story garage; and adding a 8.4x4.5' covered porch over the existing brick and concrete platform. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Nigel Robert Williamson, Architect, dated March 26, 2017, and stamped approved on September 20, 2017. Special Conditions: That all construction meets Building Department requirements regarding flood zone regulations. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Michael J. Domino, President Board of Trustees qrw)� U!/T,�ol Michael J.Domino,President o�'JF STown Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Glenn Goldsmith � Southold,New York 11971 A. Nicholas Krupski Telephone(631) 765-1892 Greg Williams COU Nn,��' Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1482C Date: June 27, 2018 THIS CERTIFIES that the alteration of existing 1-1/Z story dwelling to a two-story dwelling; add a dormer over existing two-storygarage• and adding a 8.4'x4.5' covered porch over the existing brick and concrete platform; At 5705 Stillwater Avenue, Cutchogue Suffolk County Tax Map #1000-137-4-4 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 11, 2017 pursuant to which Trustees Administrative Permit 49083A Dated September 20, 2017,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 alteration of existing 1-% story dwelling to a two-story dwelling; add a dormer over existing two-story garage-, and adding a 8.4'x4.5' covered porch over the existing brick and concrete platform. The certificate is issued to Landers Family Trust c/o Despina Gianopulos Landers/Jay Landers owners of the aforesaid property. 'D Authorized Signature Di JUN 2 7 2018 EUMDING DEPT. TOVM OF S07J 'HOLD NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 9 SUNY @ Stony Brook 50 C rde Road.Stony Brook NY 11790 P:(631)444-03651 F.(631)444-0360 www.der—ny.gov LETTER OF NO JURISDICTION August 17, 2017 Landers Family Trust C/O Despina Landers 1720 Monte Cielo Ct. Beverly Hills, CA 90210 Re: UPA#1-4738-04509/00002 Facility: 5705 Stillwater Ave., Cutchogue, N.Y. - - - -- SCTM-#1000-137-4-4- - - -- - - - - - - - Dear Ms:Despina: Based on the information you have submitted the Department of Environmental Conservation (DEC) has determined that: The above referenced property landward of the bulkhead/retaining wall greater than 100 feet in length, constructed prior to 8/20/77, as illustrated on historical survey prepared by Roderick Van Tuyl dated-7/1/1973, shown on the Tidal Wetlands Map# 712-542 and acknowledged in the No Jurisdiction Letter dated 9/17/1984, is beyond Article 25 (Tidal Wetland)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e.-a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. (DEP-ARNO) Sin re j Ro a Evans De ty Regional Permit Administrator cc: Nigel Robert Williamson, R.A., Bureau of Marine Habitat, File Att: 1984 Letter addressed to Bernard R. Dempsey NEWYORK Departmertof Environmental Conservation 'P } i I= YORK STATE DE}.'ARMENT OF £LVIP-ON.'-'�'I ML CORSERV ATIO.4 Regulatory Affairs Unit Bldg. 40, SU.,ff--Room 219--+ 'Stony B-rook; XT --Ii-794 - - --(516) 751-7900 DearmD-es41 fi A review has been made of your proposal. to: S�aX 'd !� - - its (2'Y3 ��tScV- :P.� a� Sa i Location: -e^-e l 5 C4 ` jsoL' .� -'cis d� �-l�•e �¢ 7y C�-t"c�o��t�z +-* u`{fna1 1 New York State Department of Environmental Conservation has found the parcel project to be: _� Greater than 300' from inventoried tidal wetlands. Landward of a substantial maze-made structure-C-V-,etd�^ greater than 100' in length constructed prior_to September 20, 19917. Landward of 10' contour elevation above mean sea level on a gradual, nat- ural slope. - Landward of topographical-crest of bluff, cliff or dune in excess of 13 feet in elevation above wean sea level. _ Therefore, no permit under Article 25 (Tidal Wetlands of the Environmental Conservation Law) is required at this time since the current proposal is beyond State 'mandated jurisdiction pursuant to this act. However, any additional work or modifications to the project may require a permit. It is your responsibility to notify this office, in smiting, if such additional word: of modifications are contemplated. Very truly yours, 'f S-1I N5 1`-la� TH T T.0RRY f � r ` �� F O- nwx 1 170�► j " oWV CLERK r��Mz -• S-111 1d Nc%� 1'tirl 1 I�EG15FRnR OF VITAL STA1I511CS � �''�� (cb . O� Fax IS 101 765-18; MARRIAOFOFFICI:R - TcicRlrcrnc (51(x) 765. 1 RECORI)S M1\NAGEMENT OFFICER ,�01. : �� .l FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of, the Code of the Town of Southold: "Floodplain Development Permit application" (FDP(93) ] , and ',Certificate of Compliance f(5r Develc%pment in Special Flood Hazard Area (C/C(93)] . - D • 6�3. TOW4 OF SOURIOLD Ah T . Terr Y Southold Town Clerk August 25 , 1993 A 1' APPLICATION PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1 GENERAL. PROVISIONS (APPLICANT to read and sienl: 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if ho work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. NTS HEREIN AND IN ATTACHMENTS TO 6. I,THE APPLICANT,CERTIFY THAT ALL STATEME _ THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCURATE. (APPLICANT'S SIGNATURE) DATE 1 /SECTION 2: PROPOSED DEVELOPIr1ENTr, �c completed by APPLICAN n NAME ADDRESS TELEPHON AP P LI CANT LAqDQA BUILDER PROJECT LOCATION: At aJ 04 6') 7"1-460f V& To avoid delay is processing the application, please provide coou¢b information to easily identtlY the project location_ Provide the street address, lot number or leo description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to this appbeation showing the project location would be helpful. FDP(93) 1 APPLICATION PAGE 2OF4 DESCRIPTION OF WORK (Check all appbcable boxes) A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure Residential (1-4 Family) fVAddition ❑ Residential (More than 4 Family) WARcration ❑ Non-residential (Floodproofing? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) 19 Demolition 060F ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park?. ❑ Yes) ESTIMATED COST OF PROJECT' S B. OTHER DEVELOPMENT ACTIVITIES. ❑ Fill D Mining ❑ Drilling ❑ Grading Cl Excavation (Except.for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) j ❑ Roar%, Street or Bridge Construction } ❑ SuFAivision (New or Expansion) / ❑ ,Amdual Water or Scwcr System ❑ Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Admimstrator for review. SECTION 3 FLOODPLAIN DETERMINATION (To be completed by LOCAL ADhfIMSTRATOR) The proposed development is located on FIRM Pancl No. . Dated The Proposed Development: ❑ Is hnj located in a Special Flood Hazard Arca (Notify the appUcant that the application review is complete and NO FLOODPLAIN DEVEL.OPMENTFERIYUT IS REQUIRED). ❑ Is located in a Special flood Hazard Arca. FIRM zone desipation Ls 100-Year flood elevation at the site is: Ft. NGVD (MSL) ❑ Uoavailablc ❑ Tbc proposed development Is located In a floodway. FBFM Paocl No Datcd ❑ Scc Sr_cuon 4 for additional icwrucnons SIGNED DATE APPLICATION # PAGE ] OF 4 SECTION 4• ADDITI NAI. INFORMATION RE UIRED To he com Ictcd by L CALADMINISTRATOR The applicant must submit the documents chcckcd below before the appbcadon can be processed. O A site plan sbowrng the location of all csting structures, water bodies, adlaecnt roads, lot xr dimensions and proposed development. O Development plans,drawn to scale, and specifications,including where appUcabie: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the fust floor, details of floodproofwg of utilities located below the first floor and details of coclosures below the first floor. Also ❑Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations- 0 Top of new fill elevation Ft. NGVD (MSL). Ft:NG1/D MSL . For ❑ Floodproofing protection level (non-residential only) (MSL). floodproofed structures, 'nppU ant must attach certification from registered engineer or architect. O Ccrtifieation from fregastered engineer that the proposed activit�in a regulatory floodway v,U not result in any increase in the height of ithe 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. O Other. SECTION 5 PERMIT DETERMINATION (To be completed by LOL:AL ADMINISTRATOR. I have determined that the proposed activity. A. O Is B. O Is not in conformance with provisions of Local Law if 19_. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is Checked, the Local Administrator may issue a Development Pcrmit upon paymeut of designated (cc If BOX B u checked, the wn Local Administrator wdl provide a rittesummary of dcficiencics. Applicant may revise and resubmit an appbcation to the Local Administrator or may request a bcartng from the Board of Appeals • APPLICATION W PAGE 4OF4 APPEALS Appealed to Board of Appcals? O Ycs O No Hearing date: Appeals --- Approved? E3 Yes 9 No Conditions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Comolianee is issued The following information must be provided for project structures. This section must be completed by a registered profession.al engineer ora licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofmg protection is FT. NG VD (MSL)_ NOT Any work performed prior to submittal/of the above information is at the risk if the Applicant. SECTION 7 COMPLIANCE ACTION (To be comylctcd by LOCAL ADMINISTRATORI The LOCAL ADMINISTRATOR will complete this section as applicable based on irspcction of the project to erasure compliance with the community's local law for flood damage prevention. 1NSPl✓CTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? O YFS ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCEfTo be completed by LOCAL ADMiNISTRAT R Certificate of Compliance issued: DATE: BY: , , Attachment B SAMp,LE CERTIFICATE p F COMPLIANCE for Development in a SP ecial Flood Hazard Area y , s TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (oWb R MUST R-ETA IN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO, PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING O EXISTING BUILDING O VACANT LAND ' THE LOCAL ADMINISTRATOR IS TO COMPLETE A OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: C /C ( 93) Town Mall Annex 54375 oad Telephone(631)765-1802 owuroger.richertnsom ' I 59 � th�o�tl us � JAN 5 2018 BUIMINGDEPAR r.,�, LL; •,, 'OWN OY�OUTS L LD T®-*Ti,q OF SOLTIROLi) APPLICATION FQR ELECTRICAL INSPECTION REQUESTED BY: rornn�3�er 4t:::F1 �c�he. Date: ;omparly Name: dame: Facts f 0 0�oz _icense No.: S 9 2 2 6 kddress: -73269 M&I'V icenpnr� y 'hone No.: C y IOBSITE INFORMATION: (*Indicarequired information) Name: an tiers 11 4 vsi- Address: S fps s i' tk er ve. cv c h n ve. Cross Street: Alk/ Phone No.: 631 3-iLq g j- 6 3. 'ermit No.: ax Map District: 1000 , Section: Block: Lot: 3RIEF DESCRIPTION OF WORK(Please Print Clearly) ennv /s f Floor qn� j;Cconn,�rnn- �•G1ccn�►'on o EXlsn nn 'lease Circle All That Apply) s job ready for inspection. YE NO )0-you need a Temp Certificate: ough In Final - YES! NO - _ amp Information Of needed) iervice Size: 9 Phase 3Phase 300 150 200 300 350 400 Other Jew Service: Re-connect Underground Number of Meters Change of Service Overhead Idltional Information: PAYMENT DUE WITH APPLICATbON .82=Request for Inspection Form ) Scott A. Russell ,��°S� � STO)KI��] WA\T)EIK SUPERVISOR �T ( �T z I��/1[A\�A\ Gr)EI��/1[)E�T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 2,y� Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - - - --- ---- - - DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ l� B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[A 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 (Property Owne esign Professional gent,Contractor,Other) S.C.T.M. #: 1000 stm Date 11 Dutnc r� NAME 14�I. &� L L ,JyAi(S,D J � 0 1 am SecUar� Bloc Lo! �,snarurcl Q (�y r k 1-OR BUILDING DEP'' ;1,NIEN ( 1,SE oN Y #` ContactInfor= 31, 934, / / �rri.,ao,r w,„n.r, - Reviewed By: — — — — — — — — — — — — — — — — — — Dat e Property Address / Location of Construction Work — — — — — — — — — — — — — — — — S�O SrlLL IJ Arca Nk 4) t)s Approved for processing Building Permit t 1 _ Stormwater Management Control Plan Not Required �,�J'r'C/-Q0�� Al `'+.�• ` � 13J ❑ Stormwater Management Control Plan i�,Required j� (Forward to Engineering Department for Review) FORM * SMCP-TOS MAY 2014 � ' -, �s�4 , ' -: . r � � k . n'� r �', ,� o k .. ., . ��i,.. t r, 'x6�,, �. y, ���„; �.,sem. � ! �. � � b N T t �� a � . •� .� r,� V � DD NOGG 2 0 2017 BUILDING DEPT. TOWN OF SOUTHOLD U N N C O O 2 U y O 0 U U _ 3 .� c M x O UUU - U Y O 2O S N 52 w zz- DDL r� NQ'', 2 i! t BUILDING DEPT. TOWN OF SOUTHOLD �70� tJ6-1� PrAf �� Sielken Davis LLC(877)-300-0185 075 Uniform Residential Appraisal Report fife#6475145 The purpose of this summary appraisal report is to provide the IPaMer/cGerd wdh an accurate, and adegn*supported, opmien of the maria value of the subject property. Pmpedfr Address 5705 Stillwater Ave Cty Cutchogue State NY Lp Code 11935 Borrower JAY&DESPINA LANDERS Owner of Public Record JAY&DESPINA LANDERS County SUFFOLK Legal Description DIST.1000 SEC:137 BL-4 LOT:4 Assessor's Panel# 10DO137000400004000 Tax Year 2016 R.E Taxes$ 8,257 Neighborhood Name FLEETS NECK Map Reference HAGSTROM Census Tract 1700.02 Occupant ®Owner ❑Tenant ❑Vacant Special Assessmerds$ 0 Q PUD HOA$ 0 ❑per year ❑per month " Property Rights Appraised ®FeeSupple El Leasehold ❑Other(describe) AsslgnmentType ®Purchase Transaction 0 RefiinanceTransaction ❑Other(describe) Lender/Client MORGAN STANLEY PRIVATE BANK,N. Address c/o PHH Mortgage,1 Mortgage Way,Mount Laurel NJ 08054 Is the subject property currently offered for sale or has IT been offered for sale in the twelve months pdorto the effective date of this appraisal? ®Yes ❑No Report data source(s)used,offering pnce(s),and date(s). DOM 75•SUBJECT WAS LISTED ON 0910112016 FOR$699,000. MLS STRATUS#2880163 1 ®drd ❑did not analyze the contract for sale forthe subject purchase transaction.Explain the resuhs of the analysis of the contract for sale or why the analysts was not performed. Arms length sale•THE CONTRACT OF SALE WAS REVIEWED BY THE APPRAISER. ALL TERMS APPEAR TYPICAL WITH NO CONCESSIONS OR CIRCUMSTANCES. COrdract Price$ 660 000 Date of Contract 11/16/2016 Is the property selierthe owner of public record? %Yes ❑No Data Sources GEODATA/CONT. Is there any financial assistance gown charges,sale concessions,grit or downpayment assistance,etc.)to be paid by any party on behalf of the boaoweR ❑Yes ®No If Yes,report the total War amount and describe the items to be paid. 0-• Note:Raceand the racial composition of the neighborhood are notappraisal fat:tors. :, "„ Neighbor_hgodCharaitedsUes"'.,s `;, _::;-_' :'On@=UrittH_ousingTrgh& r; .= Orte-tintHausurg°F;_>,PresentLand_Use,%„ Location ❑Urban ®Suburban ❑Ronal Pmpedy Vajues Q Increasing N Stable ❑Declining PRICE AGE One Unit 85% Bmh-Up ®Over75% ❑25.75% ❑Under 25% Demand/Suppty ❑Shortage ®In Balance ❑OverSuppty $(000) (yrs) 24 Unit 5% Growth Rapid IN Stable Sfow Markahng Tune Under 3 mths N 3.6 mitis Over 6 mths 250 Low 1 Mulli-Family 5% Neighborhood Boundaries BOUND TO THE NORTH BY NORTH ROAD EAST BY LITTLE PECONIC 3150 High 120 Commercial 5% BAY SOUTH BY PECONIC RIVER AND WEST BY BAY AVENUE. 1,2o0 Prod 45 Other 00% Neighborhood Description THE SUBJECT IS LOCATED IN THE CUTCHDGUE SECTION OF SUFFOLK AN ESTABLISHED RESIDENTIAL NEIGHBORHOOD PRIMARILY OF SINGLE FAMILY HOMES ON AVG PLOT SIZES.MAINTAINED IN GOOD CONDITION.THEAREA ISWTTInN CLOSE PROMMITYTO MOST MAJOR AMENITIES INCLUDING SHOPPING SCHOOLS PLACES OFWORSHIP EMPLOYMENT, PUBQCTRANSPORTATION MEDICAL AND RECREATIONAL FACILITIES,AND HWYAGCESS- Market Condl6ons indudmg supportforthe above conclusions) THE MARKET VALUE FOR HOMES WITHIN CUTCHOGUE ARE STABLE RESULTING IN MARKETING TIME OF 30-180 DAYS. SUPPLY OF UNITS IN THE MARKETPLACE ARE GENERALLY IN BALANCE WITH DEMAND. Dimensions 0.18 AC SUBJECT TO SUR Area 7841 sf Shape REGULAR View B Mr- Specific Zoning Classification R-40 RESIDENTIAL Zoning Description GENERAL RESIDENTIAL DISTRICT Zonmg Compliance IN Legal Q Legal Nonconforming Grandfathered Use ❑No Zoning Q Illegal(describe) Is the highest and best use of subject pmpety as improve or as proposed per plans and specifications)the present rise? ®Yes ❑No B No,describe utilities Public Other(describe) Public Other(dowribe) Off-site Improvements-Type Public Prorate Electdi:4 X EJ Water X 0 Street MACADAM X El Gas X El SandarySewer n CK SEPTIC TANK AOey NONE El El FEMA Special Food Hazard Area CRYes No FEMA Flood Zane AE FEMA Map# 36103CO163H FEMA Map Date 09/25/2009 Are the dries and off-sde improvements typical for the market area? ®Yes ❑No If No,describe Are there any adverse site condktions or external factors(easements,encroachments,environmental conditions,land uses,etc.)? Yes NNo D Yes,describe THERE WERE NO APPARENT ADVERSE EASEMENTS ENCROACHMENTS OR ANY OTHER CONDITIONS NOTED. CONSULT AN EXPERT IF NECESSARY. SEPTIC TANKS ARE COMMON FOR THE AREA AND HAVE NO NEGATIVE IMPACT ON VALUE OR MARKETABILITY. __ -rzGHi D piptiori=` '- ' :Foundafidn` ExteriorDessriptioo matetfalg/eontliBon_irdedor_.:r' materjatalcondifidn Utdts®One Q OnewdhAccessoryUM F❑Concrete Slab ®Crawl Space Foundation Walls CONCREfEJAVG Feors HDWD(FILE/AVG #of Stades 2.0 ❑Poll Basement ❑Partial Basement 6denior Walls WOOD/AVG Wad DRYWALUAVG Type ®DeL ❑AU S-DetJEndUm1 BasemerdAm 0 sgfL Roof Surface VINYUAVG Tom/Frmsh WOOD/AVG Fxrsbng ❑Proposed 0 Under Const Basement Wish 0 % Gutters&Downspouts ALUM/AVG Bags Floor CERAMIC/AVG Design fe) CAPE ❑OutsideEnby/Exit ❑Sump Pump Window Type DBL-HUNGIAVG BAWamscat CERAMIC/AVG YearBUIR 1951 Evidence of Q Infestation StormSashnnsulated VINYUAVG Car Storage ❑None Effective Age(Yrs) 15 Dampness El Settlement Screens VINYUAVG Driveway #of Cars 2 Attic None He*g N FWA rHWBB Radiant Amenities El Woodstove(s)# 0 Onveway Surface GRAVEL EJ Drop Stan Stairs Other I Fuel GAS FrePlace s# p El Fence NONE X Garage #of Cars 1 Floor D§Scume Cooling Ig CenhalAirCondkioNng X Patic/Deck REAR 9 Parch REAR Carport #of Cars 0 Finished El Heated Q Individual ❑Other IN Pool IG POOL ❑Other NONE ®At DOL ❑Built-in Appliances ®Refrigerator ®Range/Oven ®Dishwasher ❑Disposal ®Microwave ❑Washer/Dryer ❑Other(describe) Finished area above grade contains 7 Rooms 3 Bedrooms 2.0 Balli(s) 1,479 Square Feet of Gross Loring Area Above Grade e Additional features(special energy efficient items,etc). THERMAL WINDOWS. Describethe condition of the property(including needed repairs,detenorabon,renovations,remodehii,etc). C3•1('Rchen-u aced-one to five years a o•Bathrooms-remodeled-six to ten years o•SUBJECT IS OVERALL AVERAGE TO GOOD CONDITION.THE KITCHEN AND BATHROOMS ARE CONSIDERED SEMI-MODERN. NO DEFERRED MAINTENANCE. Are there any physical deficiencies or adverse conditions that aft the livability,soundness,or structural bdegrty of the pmpertyv 0 Yes X No If Yes,describe THERE WERE NONE NOTED IT MUST BE NOTEDTHAT THEAPPRAISER IS NOTA LICENSED STRUCTURAL ENGINEER OR HOME INSPECTOR WE HAVE NOT REVIEWED ANY FORMALLY PREPARED ENGINEERS REPORT OR HOME INSPECTION REPORT WE MAKE NO WARRANTIES AS TO THE POSSIBLE STRUCTURAL INADEQUACIES OF THE PREMISES DUE TO ANY NON-OBSERVABLE ADVERSE CONDITIONS SUCH AS PREVIOUS DAMAGE WHICH MAY HAVE BEEN CAUSED BY ANY INSECT INFESTATION SHODDY CONSTRUCTION,OR WATER SEEPAGE Dees the property ganentlr conform to the neighborhood(functional utility,style,condition,use,consbucban,etc)? N Yes El No U No,describe N/A Freddie Mac Form 70 March 2005 UAD Version 9/2011 Pagel of 6 Fannie Mae Form 1004 March 2005 Form 1004UAD-'TOTAL!appraisal software by a la mode,Inc.-1-800-ALAMODE s;r y 075 Uniform Residential Appraisal Report Fie#6475145 + There are 13 comparable properties currently offered for sale in the subject neighborhood ranging in price from$ 699,000 to$ 1,499,000 There are 12 comparable sales in the subject neighborhood within the past twelve mordhs ranging to sale price from S 625,000 to$ 950,000 FEATURE SUBJECT COMPARABLE SALE#1 COMPARABLE SALE#2 COMPARABLE SALE#3 Address 5705 Stillwater Ave 1750 Beebe Dr 4955 Skunk Ln 2705 W Creek Ave P t Cutchoctue.NY 11935 Cutcho ue NY 11935 Cutchogue,NY 11935 Cutchoque.NY 11935 Prommdyto Subject -= `0.52 miles N 0.68 miles NE 0-34 miles SW Sale Price $ 660000 .,LL""' ' =VJ$ 900000 $ 670000-EY'rn- $ 634,500 Sale PdcPJGross Liv.Arca $ 446.25 sq ft$ 473.68 sgft •.'.>: -= _. :"$ 45424 sq ft-'" .•' :''"s $ 528.75 sq ft Data Sources _- =_=`MLSStratus#2848209 DOM 57 MLSStralus#2811110•DOM 149 MLSStratus#2854684 DOM 41 Verification Sources '- _ ;- GEODATA/EXT INSP. COMPS INC./F-XT INSP- COMPS INC./E(T INSP. VALUE ADJUSTMENTS DESCRIPTION DESCRIPTION +-$Adjustment DESCRIPTION I +(-)$Adjustment DESCRIPTION +- $Adiuslmem Sales or Financing ArmLth ArmLth ArmLth Concessions Cony- UNK 0 Cash 3000 -3.000 Date ofSale/fone s10/16;c06/16 s06/16;cO4/16 sOB/16:cO4/l6 Location B;VVtrFr B:WtrFr, -90,00 B WtrFr +34,00 N Res: +63,000 Leasehold/Fee Simple FEE SIMPLE IFEE SIMPLE FEE SIMPLE FEE SIMPLE Site 7841 sf 1.12 ac -123.000 36155 sf -85.00 36155 sf -85,000 View B•VWr B•Wtr B VUtr B•VVtr Design Style DT2.0-CAPE DT2.0:CAPE DT2.0•TRAD 0 DT1.0-RANCH 0 Quality of Construction Q3 03 Q3 Q3 Actual Age 65 18 083 056 0 Condition C3 C3 C3 C3 Above Grade Total I Bdms I Barbs Total I Bdmml Barns Total Bilan Baft Total I Bdmw Balls Room Count 7 3 2 0 8 2 2 0 0_61 3 11.1 +10,000 6 1 3 12.0 0 Gross Living Area 1,479 sq-11. 1,900 sq ft -42.00 1,475 sq ft 0 1,200 sq ft +28,000 Basement&Finished Osf 850sf40osfin +5,000 800sfOsfin -5,000 900sfOsfin 5,000 Rooms Below Grade 1rf0brO.Oba10 -10000 Functional Utility 1 FAMILY/AVG 1 FAMILY/AVG 1 FAMILY/AVG 1 FAMILY/AVG Heating/Cooling ADEQ/CAC ADEQ/UNITS +10,000 ADEQ/CAC ADEQ/CAC Energy Efficient Items THERMOPANE THERMOPANE THERMOPANE THERMOPANE Garage/Carport 1 a2dw 2 a2dw -5,00 2 a2dw -5.00 1 a2dw Porch/Patio/Deck PORCHIDECK PCH/PAT/DCK -5,00 PORCH +5,00 PORCHIDECK AMENITIES NONE 1 FIREPLACE -5,000 NONE 1 FIREPLACE -5,000 ADDITIONAL AMENITIES IG POOL NONE +30,000 NONE +30.00 NONE +30,000 • Net Adjustment(otal) ❑+ ®- $ -235 000 ❑+ ® $ -16,000 ®+ $ 23.000 Adjusted Sale Price ''NetAdj. 26.1% A111.Adj. 2.4% Net Adj. 36% of Comparables =-- ;" Gross Adj. 161%$ 665 OOO Grass Adj. 26.0%$ 654 000 Gross Adi. 34:5%1$ 657,500 I.Dgdid LJ did not research the sale ortrand"history of the subject property and comparable sales.It not,"No My research ❑did ®did not reveal any prior sales ortransfers of the subject property for the three years prior to the effective date of this appraisal. Data Sources) GEODATA My research did ®did not reveal any prior sales ortransfers of the comparable sales for the year priorto the date of sale of the comparable sale. Data Sources GEODATA Report the results of the research and is of the prior sale ortranster hfsfory of the subject pmperty arm comparable sales report additional prior sales on ge 3. ITEM SUBJECT COMPARABLE SALE#1 1 COMPARABLE SALE#2 COMPARABLE SALE#3 Date of Pnor SaWliransfar Price of Prior Sale/Transfer Data Sources GEODATA GEODATA IGEODATA GEODATA Effective Date of Data Source(s) 11/23/2016 11/23/2016 11112312016 11/23/2016 Analysis of prior sale ortransfer history of the subject property and comparable sales NO RECORDED SALES FOR THE SUBJECT WITHIN THE PAST 3 YEARS FROM APPRAISAL DATE ALL OTHER COMPARABLES HAVE SOLD ONLY ONCE IN THE PAST YEAR. Summary of Sales Comparison Approach SEE ADDENDUM Indicated Value by Sales Comparison Approach$ 660,000, Indicated Value by.Sales Comparison Approach 660,000 Cost Appmachfddevetoped)$ 669,942 IncomeApproadr(ddevelopid)$ THE MARKT DATAISpLES COMPARISON APPROACH IS THEONLY APPROACH CONSIDERED IN ESTIMATING THE FINAL VALUE FOR THE SUBJECT THECOSTAPPROACH IS ONLY CONSIDERED • RELIABLEWITH NEW CONSTRUCTIONS WHERE VACANT LAND SALES ARE OBTAINABLE THE INCOME APPROACH HAS NOT BEEN CONSIDERED AS HOMES IN THE IMMEDIATE SUBJECT NEIGHBORHOOD ARE TYPICALLY OWNER OCCUPIED AND A GROSS REM MULTIPLIER CANNOT BE EXTRAPOLATED FROM THE MARKrPLACE This appraisal is made ®'as ie, ❑ subject to completion per plans and specifications on the basis of a hypothetical condition that the Improvements have been completed, ❑subject to the following repairs or afterahons on the basis of a hypothetical condition that the repairs or alterations have been completed,or❑subject to the •following required inspection based on the Watordinary assumption that the condition or deficiency does not require a@embon or repair. THE REPORT HAS BEEN COMPLETED"AS IS". Based on a complete vistrdi Inspection of the inWor and eatedor ares of,the subjectUroperty,defined scope of work,statement of assumpfions and FimfimJ conditions,and appralser's certification,my(our)ophdon of the market Value,as defin of the real property that Is the subject of this report is $ 660,000 ,asof 1112312016 ,which is the data of Inspection and the effective date of this appraisal. Freddie Mac Form 70 March 2005 UAD Version 9/2011 Page 2 of 6 Fannie Mae Form 1004 March 2005 Form 1 OD4UAD-"TOTAL°appraisal software by a la made,Inc.-1-800-ALAMODE 075 Uniform Residential Appraisal Report Fde#1444 6007475145 lot arm 14a -TOVALUt(i fe-ifteolhif ld 'COSTAPPROACH _q Provide adequate infomialimforthe lerider/clieritto replicalebe below cog figures and cali;ulaboris. Support forthe opinion of site value(summary of comparable land sales or other me"for estimating site value) THE LAND ABSTRACTION METHOD WAS UTILIZED IN DEVELOPING THE ESTIMATED SITE VALUE. THE SUBJECT NEIGHBORHOOD IS AVVIELL ESTABLISHED NEIGHBORHOOD WITH FEW NEWLY SPOT BUILT,KNOCK DOVVNS,OR VACANT LAND SALES. SUBJECTS LAND VALUE EXCEEDS 30%OF THE TOTAL VALUE WHICH IS COMMON FOR THE AREA. ESTIMATED E]REPRODUCTIONDR CK REPLACEMENT COST NEW OPINION OF SITE VALUE ------------------------------------ =$_310.000 Source of cost data LOCAL BUILDERS DWELLING 1 47 SQFL@$ 210.00------- 4 310,590 Quality rating from cost service AVG Effective dam of CM data CURREW BSMT o Sq.FL @$ ------- =$ Commerds on Cost Approach(grew U*g area calculations,depreciation,etc) PCHIPATIPL/IG POOL =$ 30,000 THE LAND VALUE IS TYPICAL FOR THE AREA AND DOES NOT Garage/Garport 200 SOL @$ 30.00------- =$ 6,000 ADVERSELY AFFECT THE VALUE OR MARKETABILITY OF THE Total Estimate of Cost-New ------- =$ 346,690 SUBJECT. Less Physical Functional E>demal THE COST APPROACH WAS NOT CONSIDERED BECAUSE OF THE Depreciation 86,6481 A 86648) DIFFICULTY IN ACCURATELY REPRESENTING PHYSICAL Depreciated Cost of Improveroarts; ---------------------------=S 259,942 DEPRECIATION IN OLDER DWELLINGS AND THE UNAVAILABILITY 'As-e Woe of Site Impmveme& ---------------------------=$ 100,000 OF VACANT LAND SALES IN THE SUBJECT AREA. Esturiated Remaining Economic Life(HUD and VA onV) 46 Years INDICATED VALUE BVIDOSTAPPROACH -----------------------=S 669.942 INQkWAPP80AqH70VA= Estimated Moolbly Mailtet Reid S X Gross Rent Multiplier =$ Indicated Value by Income Approach Summary of Income Approach(includirig support for market rent and GRN� '77777777 a 7,77-7, Is the developer/builder In control of the Homeowners'Association(HOA)? []Yes E]No Did tffi(s) []Detached ❑Attached Providethe following Herniation for PUDs ONLY 6 the developer/builder is in control of the HOA and the subject property's an attached dwging urdL Legal Name of Project Total number ofphases Total number of units Total number of urds sold 76W number of units mM Total number of units for sale Data sources) Was the project created by the conversion of mhg buildarg(s)Me a PUD? Ej Yes E]No If Yes,date of conversion. Does the project amain any multi-dwelling urifts? []Yes E)No Data Source Are the wit,common dements,and recreation facilities complete? E]Yes [—]No I No,describe the status of completion. Are the common elemerrIs leased to or by the Homeowners'Association? E]Yes 0 No I Yes,describe the rental terms and optons- Describe common elemerds and iecreagonal facilities. Freddie Mac Foan 70 March 2005 LIAD Version W011 Page 3 of 6 Fannie Mae Foran 1004 March 2005 Form 1004UAD-97AU appraisal software by a la mode,inc.-1-800-ALAMODE ,-h o � x 1.Copyright 2016,Alphonse Pasco Jr.,Co.,Inc.Land Surveying,All Rights Reserved. 2.Unauthorized alteration or addition to a survey map bearing a licensed land surveyors seal Is a violation of section 7209,sub-divislon 2,of the New York State Education Law. 3.Only boundary survey maps with the surveyors embossed seal are genuine true and correctcoples of the surveyors original work and opinion. 4.Certifications on this boundary survey map signify that the map was prepared In accordance with the current existing Code of Practice for land Surveys adopted by the New York State Association of Professional Land Surveyors,Inc.The certification Is limited to persons for whom the boundary survey map is prepared,to the title company,to the governmental agency,and to the lending Institution listed on this boundary survey map. 5.The certifications herein are not transferable. 6.The location of underground Improvements or encroachments are not always known and often must be estimated•If any underground improvements or encroachments exist or are shown,the improvements or encroachments are not covered by this certificate. 7.The offsets or dimensions shown from the foundation to the property lines are for specific purpose and use and therefore are not Intended to guide the erection of fences,retaining walls,pools,planting areas, addition to structures and any other construction. ► S34045' 00 "E 84.55 ' ' 1.7'N 8" WIDE PAVER WALL 1.7N I 11.9' � - 2.8'S �u Via,? 4' HIGH ALU . FE. Pr)22 7 C DCDDECIf 8.2' W 6 8 24.9' N ►'�' Bo I IN GROUNP i Q w LOT M c4 POOL Q W 170 , 27.8' ; 8 a 23.80 °•2 DO K "- DOCK ► FLOATING PROPOSEDCOVER i PROPOSED 2 16 6 I 6 0' DOCK 22. .6 PORCH 1. STORY FRAME r DWELLING -- E BRICK 8' ; I$ CONCRETE F 6, iA PLATFORM d T RY 9.8' 8' o �8 FI AM SUN bo ,N 4.5' 1L I ROOM.C4 — 22.5' ,2 3. s.a' COBBLESTONE CURB I 16.8 I fq � LLJ 13 OC L_� I --PEBBLE __DRIVEWAY - m , PROPOSED _I_I I I_1 I W ^ 22.3' DORMER OVER 0 COBBLESTONE CURB W EXTG,2ND.FL'. 0 ► ^ p� Q Z I LZWGARAGEBEDROOM 3:: _j ► 0 r ., r ca I LOT : • Nco { o LO 16 LO U I I ; D lCD Z PIPE ► FOUND Ic 1 4.8' i N34045 00: 77. 05 ' 0 NOTES: -Non-visible easements,recorded or iii Bldg Dept copy from ZBA unrecorded are not shown. i Final revieweddocuments -Underground foundations or substructures not ZBA File# 07Z- I Date: visible are not shown. LOT AREA=8079.98 SQ.FT.OR 0.19 ACRES LOT COVERAGE: R DECK AND POOL 1087 SQ.FT. U + ''';_ -AVENUE HOUSE 1078 SQ.FT. LANDING AND STEP 46 SQ.FT $UN ROOM 137 SQ.FT TOTAL LOT COVERAGE 2403 SQ.FT. (29.7%u) SURVEY OF DESCRIPTIVE PROPERTY 5705 STILLWATER AVENUE, CUTCHOGUE TOWN OFSOUTHOLD O COUNTY OF SUFFOLK, STATE OF NEW YORK -';k {� ' �,; ; ` fposiunal nb 3ururur ��PEs LOT 16 & 17 ON uMAP OF PROPERTY OF NOVA REALTY;,IN ..• �. r ,� , CORP." Filed:JULY 1, 1938 Map Number; 2N.Y.S.UdNo.048396 DIST. 1000 SEC. 137 BLOCK:04 �- �� 5 CIRCLEDALE LANE v SURVEY DATE: DECEMBER 23,2016 J0B: 16-541,&17 '17tO,LBROOK, NEW YORK 11741 4�p FANO SURVEY UPDATED:3-30-2017 „` .n� 1 i , 8:'486-5408 ' 631-585-5317 �Ak 11 �Y 1.Copyright 2016,Alphonse Pesce Jr.,Co.,Inc.Land Surveying,All Rights Reserved. 2.Unauthorized alteration or addition to a survey map bearing a licensed land surveyor's seal is a violation of section 7209,sub-division 2,of the New York State Education Law. 3.Only boundary survey maps with the surveyor's embossed seal are genuine true and correct copies of the surveyor's original work and opinion. 4 Certifications on this boundary survey map signify that the map was prepared in accordance with the current existing Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors,Inc.The certification is limited to persons for whom the boundary survey map is prepared,to the title company,to the governmental agency,and to the lending institution listed on this boundary survey map 5.The certifications herein are not transferable. 6.The location of underground improvements or encroachments are not always known and often must be estimated.If any underground improvements or encroachments exist or are shown,the improvements or encroachments are not covered by this certificate. 7.The offsets or dimensions shown from the foundation to the property lines are for specific purpose and use and therefore are not intended to guide the erection offences,retaining walls,pools,planting areas, addition to structures and any other construction. 534045 ' 00 "E 34. 55 ' ' I r 1.7N 8" WIDE PAVER WALL 1.7N m � Z8 S w LO 4'HIGH ALUMINUM FENCE M 2.2S Q ~ O rn w i s 24.9 �24 • W z r W ' I 5o IN GROUND w M POOL -j F-, 27.8' = m > 23.8' a a w WOOD LU 23.8) ,� FLOATING ¢ � O DECK M i DOCK 22.6' 1 l -l-rrrrl—t-rrl-n M °—�.° BRICK& I 1 1/2 r CONCRETE i STORY PLATFORM i ti J 9.8' N FRAME - - DWELLING SUN Bo ! ROOM 'W rT, L 1st. FLOOR EL.6.1 �w i 22.5 L5.2' 3.69 9.8' iso COBBLESTONE CURB l I_I it-I� 16.8 j L orn ao IO ; F� PEBBLE DRIVEWAY a < j coo � plt: `J �— COBBLESTONE CURB i ►� C) I 1 O i1� in N I N N in r I �-{ PIPE FOUND r 4.8'W I N34®45 ' 00 "W 77 . 05 ' I I 0 ►O P E UA S H AVE NUE NOTES: -Non-visible easements,recorded or unrecorded are not shown. -Underground foundations or NOTE: FLOOD ZONE AE 6 substructures not visible are not shown. SURVEY FOR TITLE: 5705 STILLWATER AVENUE, CUTCHOGUEPg�B' J�. O� NEW �1 TOWN OF SOUTHOLD p}� Y�s P P �e.1PEsc L0� COUNTY OF SUFFOLK, STATE OF NEW YORK ruf sstanttl s b3urur>yur G� LOT 16& 17 ON"MAP OF PROPERTY OF NOVA REALTY CORP." N.Y.S. Lic. No. 048365 %I 0 Filed: JULY 1 1938 Map Number: 1263 <' �a DIST.: 1000 SEC.: 134 BLOCK: 4 LOT:4 5 CIRCLEDALE LANE �" 04836 SURVEY DATE: DECEMBER 23, 2016 JOB: 16-541 & 17-382 HOLBROOK, NEW YORK 11741 �® LAIC SURVEY UPDATE:JULY 28,2017 = 15' 718-486-5408 631-585-5317 1.Copyright 2016,Alphonse Pesce Jr.,Co,,Inc.Land Survbying,All Rights Reserved. 2.Unauthorized alteration or addition to a survey map•bearing a licensed land surveyor's seal is a violation of section7209,sub-clIv(slon Z,of the New York State Education Law. 3.Only boundary survey maps with the surveyor's embossed seal are genuine true and correct copies of the surveyor's original work and opinion. 4•Certifications on this boundary survey map signify that the map was prepared In accordance with the current existing Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors,Inc,-The certification Is limited to persons for whom the boundary survey map is prepared,to the title Company,to the governmental agency,and to the lending institution listed on this boundary survey map, 5.The certifications herein are not transferable. 6.The location of underground Improvements or encroachments are not always known and often must be estimated.If any underground Improvements or encroachments exist or are shown,the Improvements or encroachments are not covered by this certificate. 7,The offsets or dimensions shown from the foundation to the property lines are for specific purpdse and use and therefgp are not Intended to guide the erection offences,retaining walls,pools,planting areas, addition to structures and any other construction. ' S34'045 0-039E 84. 55 ' I 1.7'N „ 8" WIDE PAVER WALL 1.7' I' 28'5 �u 4` HIGH ALUM.. FE 22 ' Q •co .7' i Q CD rn DECK 18.2' co >y s 8 : 2,4.9' C� ►'�' Q ICY) Bo IN GROUNp .—� . LOT N I . POOL I ; Q M I 17 0 27.8' X23.8° WOOD r 1 o FLOATING DE K DOCK � PROPOSED O DOCK ' COVER PROPOSED 2 I 6.0' 22.6' PORCH 1• , STORY FRAME 16.6 r DWELLING BRICK& ; �g CONCRETE 1/ ' PLATFORM 6' ' • i T RY 8' �® M 78' 9.a' . ,o rF A rN SUN N 4.5' L I ROOM io ' I� 22. r 5' 2 3. 9.8' i6 COBBLESTONE CURB [ 1 6.81 LLI I r LU r� PEBBLE-. DRIVEWAY ¢ EN. Co r ��I_I 111_1 PROPOSED { W ^ ' DORMER OVER o r COBBLESTONE CURB Lu 22'3 EXTG,2NO,FL. p O ; '• I 129GARAGESEDROOM i Q ® J r �► i ^ V lid LOT Co•..JwI I ' r � W • o oo:.. : ' LO I 16 co N i 0 LO �+ PIPE FOUND N34°-45 ' OOyy' 77. 05 ' � NOTE 70 3 3� L -Non- sibie easements,recorded or CL ' i r r u orded are not shown. �^ rY= Underground foundations or substructures not ? `� ` L•=, l%1 js I visible are not shown. LOT AREA=8079,98 SQ.FT.OR 0.19 ACRES i APR 2017 "",,. I 1 1 •r�;'.��y;�f,�t••�• LOT COVERAGE: U :;::... AVENUE DECK AND POOL 1087 SQ.FT• As",-ill HOUSE 1078 SQ,FT. P E Q a, ,r.. Sc+rthaid Town �; LANDING AND STEP 46 SQ.FT rd Qi Tnr eQs •1 '' '�"A: SUN ROOM 137 SQ,FT rsr `• f TOTAL LOT COVERAGE 2403 SQ.FT. ,",yx elsr•jt,•: I (29.7%) SURVEY OF DESCRIPTIVE PROPERTY , ` 5705 STILLWATER AVENUE, CUTCHOGUE =i5li��1' TOWN OF SOUTHOLD :{ f' COUNTY OF SUFFOLK, STATE OF NEW YORK <x I ; ' fPssiunttl nD 3ururgor 5E pEs LOT 16 & 17 ON"MAP OF*PROPERTY OF NOVA REALTY.:;% ' s.� u,t i b"r�o CORP," Filed: JULY 1, 1938 Map Number;; N2 •3 <ra .Y.S. io. No.048396 DIST. 1000 SEC. 137 BLOCK: 04 LOfi: '« '� c) .� ,Irk.:. 5 CiRCLECIALE LANE e485eg SURVEY DATE: DECEMBER 23, 2016 JOB: 16-54 ;; 1' r�bLBROOK, NEW YORK 11741p 5J� SURVEY UPDATED:3.30-2017 f°'` `�1� 8=:486-5408 ' 631-585-531-1 FANO OV S" REScheck Software Version 4.6.4 ® C� uL Compliance Certificate � ; AUG 2 1 2018 Project Landers Family Trust 13UPING,DEIPT, 7f MW Energy Code: 2015 IECC Location: Southampton, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5685 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 5705 Stillwater Avenue Nigel Robert Williamson Cutchogue, NY 11935 Nigel Robert.Williamson Architect P.O. Box 1758 Southold, NY 11971 631.834.9740 nlgel_architect@hotmail.com Compliance-.,P UA .• off compliance- 1.8%Better Than Code Maximum UA: 109 Your UA: 107 Maximum SHGC- 0.40 Your SHGC: 0.32 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly4 . or Cavity Cont. U-Factor UA Ceiling 1: Cathedral Ceiling 536 34.0 0.0 0.030 16 Ceiling 2: Cathedral Ceiling 187 19.8 0.0 0.050 9 Wall 1: Wood Frame, 16"o.c. 957 19.8 0.0 0 059 50 Window 1:Wood Frame:Double Pane with Low-E 80 0.290 23 SHGC:0.31 Window 2:Wood Frame:Double Pane with Low-E 32 0.270 9 SHGC: 0.34 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist &tW JlwnjwaiJ 490#7-Eck1T KA_J r r8 Name'-Title Signat�a Date Or Project Title: Landers Family Trust Report date: 08/19/18 Data filename: C:\Users\nigel\Documents\REScheck\Landers Family Trust.rck Page 1 of 9 REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section- Plan`s,Verified, Field verified ` #E Pre-Inspection/Plan'Review'. Complies? :Comments/Assumptions." &Req.l®, ' value, value 103.1, {Construction drawings and °'` r W,t^E k:•,s: %, •`.-'e rt;❑Complies 103.2 1 documentation demonstratecode compliance for [PR1]1 !energy c + []Does Not r the �„>'�:� t- "�°� ;rw-���� ?`'' g;. `y ❑Not Observable ' � ;building envelope.Thermal �x�t`,s=�:s` �`"�" ��:�`_r<�-F �`�_= ' ,.. yr ,, A`'. []Not Applicable envelope represented on �5._ _y rfikr1A-r��"� 3:� .,y ,:,�;:'�'r �;j PP construction documents. ;.r`}:' _: .t. : esr ,?'K-4 ❑ 103.1, ;Construction drawings and <G . : `_ :'=' x= s Complies •kwb"' `3x'a;t 1 on demonstrate "' ti•"= 103.2, !documentati +_-.; ';•T = ?Y.' _ r ''"`: ❑Does Not 403.7 :energy code compliance for [PR3J1 :fighting and mechanical systems. h{{ 4n ,, ,q _ _ °_ ,3❑Not Observable U !Systems serving multiple ❑Not Applicable 4.._.: of „• �,-' - ., - _ •.,9.,, ;dwelling units must demonstrate ,compliance with the IECC !Commercial Provisions. 302.1; Heating and cooling equipment is: Heating: Heating: ;❑Complies 403.7 ]sized per ACCA Manual S based ! Btu/hr ! Btu/hr ;QDoes Not [PR2Jz, .,' on loads calculated perACCA ! !Manual J or other methods ; Cooling: Cooling: ;❑Not Observable Btu/hr Btu/hr ❑Not Applicable }approved by the code official. PP 1 � 1 1 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Landers Family Trust Report date: 08/19/18 Data filename: C:\Users\nigel\Documents\REScheck\Landers Family Trust.rck Page 2 of 9 ,•. poundation Inspection'" Complies?: ` Comments/Assumptions 303i2h1'' A protective covering is installed to ;❑Complies ; [iF013]? I protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ;❑Not Observable; grade. j❑Not Applicable 403. now-and ice-melting system controls;❑Complies [FO121?. .t installed. ;❑Does Not r ;❑Not Observable; j❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) _2 Medium Impact(Tier 2) 13,1 Low Impact(Tier 3) Project Title: Landers Family Trust Report date: 08/19/18 Data filename: C:\Users\nigel\Documents\REScheck\Landers Family Trust.rck Page 3 of 9 1,cSection Plans Verified' "Field Wrified•;' Fuming/hough-In Inspection Complies?} ' :Comment§/Assumptions,.` &Req.ID Value_ Value - 402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;see the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, 402.3.6, I❑Not Observable 402.5 ;❑Not Applicable , [FR2]1 I I I 1 1 I 303.1.3 ;U-factors of fenestration products '; s r>>: 4 _m []Complies [FR4]1 ;are determined in accordance ❑Does Not :with the NFRC test procedure or [ .r• . _ % - ;taken from the default table. "'a- j'a'w '"5> s, ^n= Not Observable .: 6 ❑ ,' ,,°. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier '- p`a ''' ''" :'r'' :Y t "'❑Complies ; [FR23]1 :installed per manufacturer's ys 'jk° ' '_'n:` ? >,,` ' ❑Does Not I � � �;` � instructions. ❑Not Observable ' g - ❑Not Applicable , _ .<'£�}'.s F,-��•�w. -k�f'+6a ': ,'tet i) I 402.4.3 1 Fenestration that is not site built ❑Complies [FR20]1 1 is listed and labeled as meeting ` ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable ;or has infiltration rates per NFRC ❑Not Applicable 400 that do not exceed codeMv ;limits. m� „ r ;_• : -t t-” ; 402,4.5 IC-rated recessed lighting fixtures �� �. � �.�, � z � q: ❑Complies [FR16]? 'Isealed athousing/interior finish § "❑ 4and labeled to indicate<_2.0 cfm Does Not ❑Not Observable , leakage at 75 Pa. I ❑Not Applicable P t....n.x,5•. »�". I 403.2.1 !Supply and return ducts in attics [< 'L _ r t: =:'s-; " _ �s °, ;❑Complies ; [FR12]1 :insulated >= R-8 where duct is Does❑ Not : _ :.t. >a,-,.._• ;. 6 e >= 3 inches in diameter and >= E '. ' ><" h `•' ❑Not Observable I R-6 where < 3 inches. Supply and ❑Not Applicable !return ducts in other portions of :the building insulated >= ;diameter>= 3 inches and R-4.2 ` y for<3 inches in diameter. 4} 403.3.3:5. I Building cavities are not used s `=e¢ 3'" '�'" `' r9 w .=`g p ❑Com lies ; [FR15]3 !ducts or plenums. ,• " a^ _ns- -, ❑Does Not "- A. �. '� .:h•�.;,�;,�..a=0.=*':'�°'' _�`°�`'�"- ❑Not Observable I = `• ; -„: - : :t<:,°=N, °yz' ❑Not Applicable 403:4 1HVAC piping conveying fluids ; R- ; R- ;❑Complies ; [FR17]2 !above 105°F or chilled fluids r ;❑Does Not }below 55°F are insulated to >_R- 13 ; ; ;❑Not Observable ; ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC Ay. Y :�;F:, ' -", `a "' `"N`-]❑Com lies [FR24]1 :piping. -'Y', „"' ._x ;. - '" 'e{' p I :%��'. - �>�.�-.$ ;Y�,� ��❑Does Not ; U � �Jxu-e+'.r r 3�• e.c4'au'�_43-vslm.fie 3 .;';.� EINot Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- ; R- ;❑Complies ; [FR18]2 I?R 3. :E-]Does Not ;❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are,',__ '_ 4 „=R..;. : .. _,;n =`#❑Complies .[FR19]2 installed on all outdoor air []Does Not : intakes and exhausts. ['` r< ;'_'” s` .•, .F.:,,; x £�.w ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2" Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Landers Family Trust Report date: 08/19/18 Data filename: C:\Users\nigel\Documents\REScheck\Landers Family Trust.rck Page 4 of 9 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Landers Family Trust Report date: 08/19/18 Data filename: C:\Users\nigel\Documents\REScheck\Landers Family Trust.rck Page 5 of 9 i xSection , Plans Verified Field Verified,` Insulation-Inspection Complies? Com men ts/Assumptions:, .Value .. ,Value � ; , = s 303.1` All installed insulation is labeledrt£,'❑Complies [,iN1312' or the install R-v '" _ _ = '"s x'_ v t_° ` ed slues ),,. ��f� �:^�,� ��?.��,' _i '�"_ x�..-'- ❑Does Not provided. : - E rF''k, ;F.,;:�'`v N ,;. . -- ` ❑ Observable ' � (s�,~ •�:�°�•, Not ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;❑Complies ,See the Envelope Assemblies 402.2.5, !mass wall with at least i/z of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 wall insulation on the wall [IN3]1 ;exterior,the exterior insulation ❑ Mass i E] Mass :❑Not Observable !requirement applies(FR10). ;E] Steel El Steel :❑Not Applicable ; 303.2 ;Wall insulation is installed per E N_ y'_:is`„ _'-- ,,` `s'`" - }3❑Complies ; [IN4]1 manufacturer's instructions. : .- ❑Does Not K, ,-- ; , ,-e = r, �,qw :,, p ❑Not Observable ; „$ , ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Landers Family Trust Report date: 08/19/18 Data filename: C:\Users\nigel\Documents\REScheck\Landers Family Trust.rck Page 6 of 9 'Section Plans Verified, Field,Verified` Final"Inspection Provisions,-, - °,3 Complies? Comments/Assumptions' Value . "-value 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, 1 ❑ Wood ;❑ Wood ;❑Does Not Mable for values. 402.2 2, 402.2.6 ❑ Steel ❑ Steel ;❑Not Observable [Fill' ; ;❑Not Applicable ; 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 :manufacturer's instructions. {{ t _r❑Does Not ; [FI2]' ;Blown insulation marked every T # j 1300 ftz. ❑Not Observable ; Y ❑Not Applicable 402.2.3 Vented attics with air permeable , _ '"` = - _ "❑ ' ` " 'r. 4.. Complies [�FI22] �insulation include baffle adjacent w v{= �"y ❑ z �� Does Not Ito soffit and eave vents that ;extends over insulation. �,^': "_ -"'`' '`-=` 4° ' ❑Not Observable f 1,. : ❑ , M`•;.W=,Q`av1Not Applicable v = 402.2.4 ;Attic access hatch and door ; R- T R- :❑Complies [FI3]' I insulation >_R-value of the 1 E❑Does Not :adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies [FI17]' i ach in Climate Zones 1-2,and I :❑Does Not j<=3 ach in Climate Zones 3-8. ,❑Not Observable ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 1 cfm/100 ; cfm/100 ;❑Complies [FI4]' cfm/100 ft2 across the system or 1 ftz ftz :❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable ;tests,verification may need to 1 ; ;❑Not Applicable ; occur during Framing Inspection j 403.3.2 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies ; [FI27]' !determine air leakage with ftz ftz ❑Does Not ;either: Rough-in test:Total leakage measured with a :❑Not Observable :pressure differential of 0.1 inch 1 ; ;❑Not Applicable w.g across the system including ;the manufacturer's air handler I enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a ; pressure differential of 0.1 inch 1 ;w.g.across the entire system ;including the manufacturer's air ; I handler enclosure, 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]' :by manufacturer at<=2%ofF ` U0 es Not r ;design airflow. ❑Not Observable ; •, ❑Not Applicable licable ' `5;+, �`,. :£a're�°�Uxt?'.�" `;��,,a:•- ,�;�t��.4,^"3c,,x.a:� 403.1.1 Programmable thermostats , ❑Complies [F19]2 installed for control of primary heating and cooling systems and Does Not ❑Not Observable ; initially set by manufacturer to '� - ❑Not Applicable .code specifications. PP 403.1:2, 3 Heat pump thermostat "'- '" ❑Com lies installed '` fi =. - _ �. [FI10]z" ion heat pumps. s: :` r ; .':,N>3_, ; -w P = `{ , ;,,s,.. ,rV Does Not s ��-r❑ , 4 ❑Not Observable << ❑Not Applicable 403.5.1 (Circulating service hot water Ate:'` ' '.' *; .` "`` f ''W • lies _ f�f p [FI11]2 systems have automaticor , ❑Does Not }accessible manual controls. ❑Not Observable ' ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Landers Family Trust Report date: 08/19/18 Data filename: C:\Users\nigel\Documents\REScheck\Landers Family Trust.rck Page 7 of 9 Section' Plans Verified'. ,'Field Verified' # FinallnspectiorrProvisions ,Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All , .. �. '.. mechanical ventilation system mx ❑Complies ; FI25 Ifans not art 41, [ lz of tested and listed P 3t t . , .z Does Not HVAC equipment meet efficacy - __ � w. I and air flow limits. �: `❑Not Observable ; �� ;.❑Not Applicable 403.2 Hot water boilers supplying heat ,„ =,,k , ❑Com lies ; �`�, �na P z _. °» [FI26] through one-or two-pipe heating ❑Does Not systems have outdoor setback 0411 Y' control to lower boiler water ❑Not Observable "temperature p based on outdoor "� sa kM."=s }.- _ ❑Not Applicable temperature. 403 5.1.1 )Heated water circulation systems '', -� . ,r� ❑Complies [F128]2 have a circulation pump.The :Y `A � w. ~ ', �-, `��. � �� ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑t.�w���� ;�-�-�=• "�:;~• ��' � Not Observable ; ?pipe. Gravity and thermos- t, • ``_ h `v " _❑Not Applicable , ,syphon circulation systems are I j not present.Controls for {circulating hot water system pumps start the pump with signal e h a � for hot water demand within the - '� µ A 4 A . I }occupancy.Controls .` x automatically t }. urn off the pump jwhen water is in circulation loop is at set-point temperature and no demand for hot water exists. $ , ' I •403.5:1.2. Electric heat trace systems 7' :Yi ❑Complies [FI29]2 comply with IEEE 515.1 or ULi ❑ ; Does Not • 515. Controls automatically r r - `a ; adjust the energy input to the ❑Not Observable�� - � ` ,=ate"°; , heat tracing to maintain the � - ��❑Not Applicable ; desired water temperature in the piping. N" 403.5.2 Water distribution systems that ❑Complies ; [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water . supply pipe back to the heated k ❑ Not Observable water source through a cold ❑Not Applicable ,water supply pipe have a demand recirculation water system. Pumps have controls '`'` that manage operation of the I pump and limit the temperature • " ' `=)of the water entering the cold IwaterP iP g in to 1049F. i 403.5.4 ;Drain water heat recovery units ❑Com lies [F13112,, !tested in accordance with CSA ❑Does Not !B55.1. Potable water-side Ipressure loss of drain water heat i'� 2 }s' ❑Not Observable ..,°` ,,. irecovery units < 3 psi for �a1 ��., '� °���� �' ;;..y�� ^� ❑Not Applicable ; ��A' 5 .�y.*t Y individual units connected to one I or two showers. Potable water- side pressure loss of drain water -r` yA� r ;'��• �� ' �heat recovery unit < rY s 2 psi for µ`; _;,��"��%,�», .r , z ,.•,�4`1,�..IIe �.,.a� ; ,individual units connected to :;�� =:� . �•��-�,��, -vim,..�.�;�._ 'three or more showers. >" - 404.1 {75%of lamps in permanent '❑Complies (F16]1 ;fixtures or 75%of permanent ❑Does Not have fixtures h e high efficacy lamps. ;Does not apply to low-voltage ❑Not Observable ,lighting. ❑Not Applicable 404.1.1 Fuel gas lighting systems have Via, :,= � = ❑Com lies [F123]3 I no continuousht. ilot light. "` "' �� ❑ ; { P g "_ �� � '��aDoes Not ❑Not Observable ; M ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Landers Family Trust Report date: 08/19/18 Data filename: C:\Users\nigel\Documents\REScheck\Landers Family Trust.rck Page 8 of 9 "'Section Plans Verified Field Verified • # Final Inspection.Provisicins Value ,Value Complies? Comments/Assumptions &Req.ID 401.3 Compliance certificate posted. ,^5 • ,: ter .� t ❑Complies [9711tj •)"r, " >,. si' U3:" ', ;, r' `❑Does Not �,.n.a,F>�:f„*r. •ro,.._�,._'< aa�y ks 3 a Yr.❑Not Observable , ❑Not Applicable 303.3 Manufacturer manuals fDr 'P°" I - ". ,. ❑Complies [FI18]3 I mechanical and water heating ❑Does Not ; H s systems have been provided. ;ry ❑Not Observable ' °"" �-� �;" �Y'"� ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Landers Family Trust Report date: 08/19/18 Data filename: C:\Users\nigel\Documents\REScheck\Landers Family Trust.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 19.80 Below-Grade Wall 0.00 Floor 0.00 Ceiling/ Roof 34.00 Ductwork(unconditioned spaces): D.• LI-Factor Window 0.29 0.31 Door CoolingHeating Z Heating System: Cooling System: Water Heater: Name: Date: Comments -)GOWTR.O•_GTOQ Tb I -- �K157` Ut1fl1r'R pmSCS- �- €- JAN 3 1 2018 TOWN OF SOUT; OD- W 4I s d SIM �t� STQOIJCs.TIE_`F�CTG, -5/4"v- 6 DECXIIJ(s " --� 12 - N2.S-A� HUI't�JGD►JE Ota 6xTcr-, ;C'-&6, A00 ' IX);,d. . U 2".x .Po_' TTS. QCQ , ! _ i a� -� So1JO'ct1g� ;' I - =`rib 1 ►sIrTo 6Ia.aEt�_- -Trs. @ 16" o.c-. PLAQ ol aL - 3T> _5r7tfJsJG-TJ ���� 2 < , i I i sIMps�a srn�uG-TIE N , 1 i ��s44-A�. sTaa�oFF �� >n1 I2" SoUOTU8 A post &43E 12" SO4OTW3'E- MWOO t10 _. :f - r_o„ _ 6� G,, ��_0,. ��_6„ P.C,- �.�,� 300.0�s;) d .. u fzRa G�N� u.•�s. ; ; - 40 PS F IT IS A VIOLATION OF THE v LAW FOR ANY PERSON, Qo 1 ERTHE ,,N Vf tt �+ O U O UNLESS ACTING UND , 1 D OL. DIRECTION OF A LICENSED I � ARCHITECT,TO ALTER ANY ITERII ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITHTHE LAW �jcr Q r 00 ¢¢ n W W_J c� = DI✓Gle- Fout4DATIow PL.14 (PlOF2) ,As--gun--r 7)F_C.iC FOP- . l.. Kim-ReS FAf IL%f -rP-UST" 157 �G� oGu� �. {. !►R•3Sc,® _� �'e I=o' �arG: 30` 3aa u�Q j 2'I B'5, kF- , Gi O L y a .p..�rRAaE - -- - _ Pool„ ,, Gtr� ;:2'-�}alb• �c�U,{� , Hp TOs�f� � 6" flEGk.11lCr , GLAD. DOCk — q • DE.C'V' •728 sem.. I Loo Off' IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE .. G�Q U POOL. DIRECTION OF A LICENSED N N -d I ARCHITECT,TO ALTER ANY C ITEM ON THIS DRAINING IN , ANY WAY.ANY AUTHORIZED ,ALTERATION MUST BE E 4 ;NOTED,SEALED,AND43 i _ .G DESCRIBED IN ACCORDANCE `��G� �b O N[TH THE iAW i p 3 0 Q NCO 2 L W J d s3 •� - GRhD>r * an ' CrPAU� Z a. I i 'R _-As.-B_ut_L.•1✓_.-__D-arc -Fop-- L zNmbe-its FaM,try Tkt)sr (P2. OF2.) - 05 S'f'l t..L 1�lA�'�"l✓R - Avativs-, Gu-r'c H oOrj E, , �t.Y. I Iq 3s* S.C.T. M 1000 - 13-7-04-004- J 5d4 L-s J:.' = 1=0" DA-r6 : 30"TA&Juk*jj 2018 CLIMA'T'IC AND GEOGRAPHIC DESIGN CRITERIA AS PER"2015 INTERNAMONAL RESIDENTIAL CODC-ICC",'CABLE R301,2(i) GROUND WINO DESIGN SEISMIC SURAx.'TTODAMAGEMOM WINTER u EsrnELDFLOOD _.-..__..._.._ 1 plow DESIGN DE91CP. UNDFRLIRED HAZARDS { SPI"1 01,011 TOWiTIC S SPCREGIO ltfD WIND69"NLI CATEGORY FROST LINE TEMP. REQUIRED 11 WAD + �M�S REGION DEllR19 LONE WL'A711ERiN0 �,Prl! TL'RMl'TI! l �y + , MODERATE TO 13 YES r -267 5 f j�j j{ YES YES Y 8 86VERE 3 `O HEAVY 12 ---- 2.,q 1. .Ole. 1 4 ,- �T TABLE R402.1.2 I '� i }� INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT' -�`..--1�---� I � CRAWL L � FENESRAION SKYLIGHT' GLAZED CEILING WOOD MASS FLOOR BESPACE" CNIA,G CLItFENESTRATION FRAME WALL WALL WALL 1?-VALUE Il1 I _I . GZONE U-FACTOW L;-FACTOR SHGCe.. �VALUE A VALUE RVALUEfR-VALUE R-VALUE BDEPTH WAS CTVA 1cll � R-VALUE , F4 1 :19 sm3l =C}•.�r -G"� t-�,`) PC.. �FI�i�X. ..,�►V,G�T�•11 i 4exce 1 js4f, ��'� ;fC(psi �:� , j 3 Marine L it j) Val "cE A 4. [C rl.t i ! 5 and - 0-32- 0.55 NR 49 20 or 13+5' 13117 30` 15/19 10,2 ft 15119 est i'lil"`'---------"'J i Marine4 ra Li cpl TID appRaVlvD Sysri.H. PLt.1F!Rtl,l Al DER-c-'t M 4-1:0 %SER1� CMSE-HF-W AWIJIt, � TILT 1l-4 j Uj N ITIS EYTE.ILICIL �r2,LLE p,.Trr-.[?.W AS. 50-Ck.1 l OM ELF- &T1M-S ]•-ou)- E4 C-Lass W&P-DWA112E •SEL.ECT1014 Et( OIC Orm. l�,�MI3E� �� I•t} ('.c�aft!mrs $ sC I� TG E>R?Irr. A GW)11. 4 P4-04•G (c' r%q•",- 4'-0'14" M!'L -E£) IrIJ!'Tr, F-atE _ Tki 30x10 3'-2�V Y, 4' 1!4 ' i DIVI.Dr-D LI C, (TOP S�N� i AW251 2'5" >c :2-54" � TEMPF.QED - PIV1DED l.11E,S. _ - Tkt fL4, 66 � t� _`�," M:l�,..�1� - G„!11~i1"r-r Ir�S-F$s�t� V' C k)2.4 ,q,.'-c?3/V A-011411 M!;l�.�.�1� -- F-Cc12-.r S c. 9 2'-.5, 2- s-m sV4', 2 so-rroM wio�©os - pcpc-D, ; { jFxTcr. V l.Ti�na r-; ! AT�.lD�.E.SE13 FDE.00H IAIVOJ!� GLIDILICr a-rtr� r_ c:. 2 BOTTOM 1,11 11bokl5 T�pwa) + ��9) sym,60 WAT, Iacif-5-1s - F'.G. (w .c 14) Goa1a+.E>�7T�. rfko �_...._---_._y.12! Hlb IZ ( � � � y 2.'%�..>-;��. �t _ , ,� _2.'x tip. S n Dl f %2' PL�km. 8�T6J'IU, i 5%y2� '� pL�'WL� BET4..I'U '1z" !' pL�{kl,E) f T1�1 I - 1-0 CTE:,• I k)!!�► �c i DCt��_ TO M Q,V' •' ?t.t. h.�.s• . 5y„ rz.a. 6_5 a_rz.o. ---- --- - ?s �' rz o. 2 s �. 2 5 1 1 �✓ h) - -- A�._ t7 ' {� ktCTZr, ,�eDEl2 j +!r t� / A M1 T�. B�.CIP-oom S 1Tr i KtcT- Roots , ALI I �M 4 � DI�111�TG-. r�T-C�- V-1-1 �',�tEs.l +� _ 2 -�,• pta!wn (a. (;� Sp .Sl�!0I�.� U�'w'�'E.�TO=�..� SN4!•I_ ,FE L��'1'r=r Illi 4,C1°"� �;'�'tC +�I {�L Z68 OA GIA TG: 3%„ _2* _9 s/^ ! 3,_2,• v O 107.2i1 2-1 z�3 4 _' K-D. - , _ t Fop. Mmem TO ►, _ -- O I 7. 50-. FT - --- 51� C Co Iu4Tlc�r /co I ,-� } �- i / L .. _.p I ae•coQ �1- G� �� u1 2.4-$ UI-2.07., I s i S pA a ovary. �Xr4. k.Irc"co- - I+ EXIST1NCr, ., I - ----- --------- j - �` 4 ��i't 4-G- 3,-�• :S? ILII.4� " F31aItt1l� otitR- I! s - Sx M C01.�-renGTc "tl^ LCCnT±a DET>~rtlls�: 1G �Xt�Ttl`� ��° k1�41-� PI-1- B't' Rt bDy}1> A�11' .lIET. f I I r ` XTt'ar. AL1. �XTE�IGp- Situp-svo Crl-voce-Tlr �•-�a'�I`.t�t. m-ii; Tia SE MSIII►.MVM B F-DROO M'� �9 � ��:� . ;i �_-, �XTG-!. C-c��1�GE _ �•- 1_^a_ ;?i 1- �6:8- a 1.3' 3%z� -f---�-� LI` , i _ EkTG-. �1-�TI! S/s _ -- - y i a 13./4-"x 77 I-VL. Id -m. - -�- -_... __.... - - --- C� ! v ; iy _...._ -.. -- - ---- -- 0 >�51-, i QtT B� VZ-ATtY)-iLADfp NE7. i , N(5Tp- :0 O w� 4<.4 P I �XTC� . L1V I h1Gr, 4x-4" pcsY, �p I t A --- _ )ICS"1( 2 CL-�-- ; I �'t! BNTH Cl'd st T � { `�!' __ --- -- (2) I'>r"xb 8` x-21 lam I X 11 Exp , Pt Q ®r- j°��O'p BAT1-i �XTC� BEDROOM, i INna><1 r/ DCOP- i I su-f CW81:A i i �,�.• �'_�c lZ t -- �'/J... ' 5-�3 -_-- -__-_ $' II»� � ._ r"" CG. ' l _ ) I - i t - ---- -- - - \ _. I_.._x6�S - RISAVRANY0N0 f V / i __ . __.___. _ ..__ __=4-.�..., �...___._ ._._- \ LAW FOR ANY PERSON, Q'D t UNLESS ACTING UNDERTHE r �.. y I, + r I.32 t + 2'.1" DIRECTION OF A LICENSED EX,TG . G��f..,i~ ff rJ2 2.1 1_ 2•-5'i?.0. 1� �}" 1.3 i` 2=5 L.O. I-�i I.3 . (0-4'� I?.o. � ARCHITECT, O ALTER C L ( Q I ITEM ON THIS DRAWING ANY * J uU:.uf i t:i-�� NDR.w .tic$`NnK. 8 ' }1Dt?• w, ANY G pr ,. wn [3ET1.J'11. %_" P�' D. 8Lr"a;. %i PLYkM.$F_7r}'z\`. u�j%i VLYw'o.13F-Tv19 l%z �f 4'WD. SUTk��l ALTERATION MUST BE RIZED r�'( �j DESCRIBED IN ACCOPDANCEj I- r NOTED SEALED,AND 'r O D I. I I D E YURH THE LAW. 0 + • n w OB i Q z Lo c� k G0VF_RI-D ' �3 ` NEI - � 2018 �'o1i✓GH �` �� � � � TO WN OF SOUMOLD fix., =,-r i`�� ! _ 7' =L.�. 1 •. r't..�. i l �xf�.C��'�csP T ,at.-r�p-.�:r�v" ADD- snow �1.,� F-t-ooQ.. P�....w. � co � . Q ".L _DEs -, i W ' G-i a u o u jos L.A,N nF-Qs TQY L.,&vjD F-Rs- �- LA N D i✓R.�S FAM i u{ Tp -r c-re �1 c i m c.P-C �.� F (KI r 9.c'c _ 29"-TAIsJh,-9,� 20 IS FL OOP- Q-tsc�ED Ovc-;n- r� klrc.MO To Ger-ATr- WE-0km 0. i�.. Fr .._.- ._. . siT'1'11.�CT �12 01.1 2 �L1�. WwTjoW Sr-mEzU - 1. x`705 S-rtLL-w,&-w,& - -1WF- 0s c HMi✓uT' , post �� . 1 .. . - -. . . .... .. � �. C. 1� . 4 °�`�'� -• ��� --• � -- � .��-• ��� � - I Lcl +�Ao 6J a AUr.��n on Avas:c' .� �'�3J -': ( ,LI. f �L._. %4" .e.T'E E7 .SCp� !-tirl . )-C 17 k�+�s>:M�►Jr �uTC-N 4GVE. � i°J � i CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER"2015 INTERNATIONAL RESIDENTIAL CODE-ICC",TABLE R301.2(1) GIIOtINU WIND DESIGN SEISMIC SUBJECT TO DAMAGE rROM WINTER ICIi8111ELD HAZARDS• SNOW DESIGN - DESIGN UNOERLAYMENT DS TOPOGRAPHIC SPECIAL WIND WIND-1100121 CATEGORY FROSTLINF. TEMP. REQUIRED LOAD SPEED(mph) TOPOGRAPHIC REGION DEBRIS ZONE WL+ATIIEkING UEPTII TERMITE A��P OVED AS NOT D YES YES �[,§, 8 SEVERE P® MODEEAVX TO !3 YES T - DATE: B.P. _- FEE: -�BY:�..-_-. ( I f I IG3 E �MENT AT I �i i 1 - �?�.S 1 D L I f�' L� L_ {�1 _ CP, - I ham{G�' I�grJ2. 2Sr. ( -x-11/ NOTIFY BUiL: I,t.� U-" _:;: 765-1802 8 AM TO 4 P�f FOR THE f _ I i,�^. I E- � 1 - 1 J FOLLOWING INSPECTIONS: ( j` I I'/2 da 1. FOUNDATION - TYy' t?sT (� ©r. t Q Fes'` TABLE 8402.1.2 `C REQU'RED 'I P I I 21 ( f Y i`fz r� INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT' . FOR POURED CONCRETE I _ I _ (I 3 3,• !�z t 2 f - i 2. ROUGH - FPA-1,!;'l-?r & PLUMBING - / +1 WILL e.YTa. C E-NIAJQ- E� b GLAZED WOOD MASS BASEMENT` SLAB" CRAWL CLI["ATE FENESTRATION SKYLIGHT CEILING FLOOR SPACE ZC`.E U-FACTOR° U-FACTOR FENESTRATION RVALUE FRAME WALL WALL I R-VALUE WALL RVALUE WALL 3. INSULAT:<` CTAt.�C F�bl C- .E/. SHGC R-VALUE R-VALUE R-VALUE &DEPTH RVALUE I 1 .- 4. FINAL - -A MUST � -e BE COM"'. , C.0, _ 8.49 9.65 _ ALL CONST: "; SHALL MEET THE9=5- . , 914; i9 5�491 9 51,43 REQUIREMEN. OF THE CODES OF NEW I -- YORK STATE. NOT RESPONSIBLE FOR ` r' 4 e;;:e t 8.35 6.55 i 2-G•'x ...-O-',s. t-G"�.-• (-.G•. �,.� �c.GG'*VG.T E I� 3,000 F-0 Maine DESIGN OR CONSTRUCTION ERRORS. V - 4 �E6 R " 5 7nd 0.32 0.55 NR 49 20 or 13+5h 13/17 30' 15/19 ]0,2 ft 15/19 -- - Ma*me 4 ExTC I sT FL- COMPLY WITH ALL CODES OF j 1 pum NEW YORK STATE & TOWN CODES - GOI{ TO 4:PPROVE 1. rif`? I.,sf �'• �� � AS REQUI D AND CONDITIONS OF � SOUTHOLD TOWN ZBA SF{�T►G S��STL M. OARD -PLRISE-P-- �1A.C-.R_�.!-r M.i,-S. SOUTHOLD TOWN TRUSTEES A�.!D�.�S>✓.� A-00 .S�Qt E•S G�L E M E Is!T", Q�1 Q!t,.!� � TILT !�c)�4�� �� S,c.!W!TE F-XTE-fi I✓� �. . .DEC Cr I.I'L L-E pk.TTE t j /:S S Pf OlO U JIJ I-Lr • I&T I OW S i j f - - LL,o�r- E4- C•rL�,SS OCCUPANCY OR - - - -_ C-- - ... _ �-► I?�►��.�E. SF-E-C71aAa 13� ©�� .. USE 1S UNLAWFUL yLHP, L. UIJrr P U. _EES- �e � t�g� � H. �.�• r� r ►`� Gal�r��.ts`Ir� WITHOUT CERTIFICATE I OF OCCUPANCY ] TI&I 30,3I0 A,23W' �. 4'-1 " DIVIDE.D L.ITF-Sc (TOP s��t) RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 X I 'r I u G cat- �L-S P c,C-7, <' C. G I Wil• 2•`-Cr�`,� a.' �3�.. OF THE TOWN CODE. " �I�'�.���1-f.���1�� . '. �j >�:�25I 2L5" ><. �.LS%a 'T"E.t`aP`=f?E3� - DIV lDED L.t�"E.c. ALI:aPLUMBING WASTE TRUSS PLACARDING REQUIRED ` ELECTRICAL �WATER LINES PJEEI7 >, 'I I i G� '- � rc I°�t, LL,F.?a - Dltll E`�G9T INSPECT REQUIRED TESTING BEFORE COUERlNC� FLOOD ZON[ L - . CO"."SLY l+&'�i'�' CHARTEIR 148 °�.\��� PLUMBER CERTIFICATION FLOOD ;, Iy,�*. _-- i _ (ON LL�AD CONTENT BEFORE j exterior Iihtxn SC"1TI=' �, ®TOW N CODE � �/ CERTIFICATE OF OCCUPANT Y installed, rcl'a -ed or wired sllall conform SOLDER U`'�=r,J il`d 1�,;;'TER to Chapter 172 ! ✓.It/�, SUPPLYSY`S1 EM CANNOT ofthe TQy,,,n � �f �- � � EXCEED 2/10 OF 7% LEA,0. 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Tn. cow�fpM D5+TI; O -G(?QCP-ET_F_Aa--�C•,-_STOOP ----------- -------- ---- - I SU12}AGF. Co�k.f.tr('E O BE. HIQ1 � 0h 9"D. I Q"b US&c SIhi�Sot� S�- I I STPD1,I G-T It, ELF_V411CD (D5T B46S- F_Pb-,4-4"Wj SET-Yp W)C) •EOU<- ..0 Q" apt-4ESIVS. OTHr_-P-WIZ6 �'?D 1! I•_p..X I, p„x I 0`D PA'D IOZrALt Sn,"WD0FF 81sT sAsE- '��5�14-4 41 - t 1::)OP-CP SE.CTI©Q -8 E. c'r10 N co -.%-Z a 1 LZ w I7Es i G•1 A."o p u Los Law DF.P.s 4 TAY LA w vF-R.s . L A w j)r-p s F4m i.uy TQusr 5_7D- �• -SrrL_L_vjarT_t� AVF_Qu& - - G_V-r C-_H oc,-u�. , - F.1 •�( - ..l i q 35 - .. H. 1000 137 -' 0-4- - 004 Sc��E /. � E -� ���-�� )I"- S�p-rGf�t��� 2,0111 12' !2" 0, R4FT-ar-' c SL- Top 1�00F F-A-F E:R- 16"o.c- MbbEL H2 of 5 1 -4' COW-r. L�,7&P-&L� _C jQr, 0.c. H 2. 24 tj c P o' DBL, TOP PLb,7r- C, '-G&ELt- Tpzoss k14LL- STUB I'j S-rODE —20 Cla-. G-ratT!> P t r L L L T— L) j TO FT T ALIGN S.T U D'-- '-- ' EP\c / STUDS DO NO T RE A' IGN DIRKTL� �A'/ ( PAF ( RA! s"ru D i /I DBL , Top ?L.&7 F- L, Hops= - SP4P>As I- PL.Ana 'A 7b�- F>�-vrS x Lr- L A PL,&7-E. F IQ G V 10d "--ro 7� SECTION U 7 L A', L L J A ' J L) T L -'j DBL, WALL- STUD,-­ WIND-BORNT- DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL G WINO rUSIS ME:71�L Tit, DoWO 'VA11- OPENING FHOILCIJON OF120 MPH 3-SFC ( MAXIMUM MEAN ROOF HEIGH]: 35') 12 Awc,�qow- T BoL--r MoDP-1- PHD2- HE7&L- Ts-Dow Q SHUTTER ASSEMBLY & 0.G I FOR PANEL SP H'1 IODF-L HTl-22 AN�,(Hw. 7" rEMBEDMEW7-� t) DI- SPAN F- L�L- PL-�I e-- 93/32°SIIG ' APA SPAN-RATED 48/21 SHIAWIING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") ASS"MULY: 4,L.\/, F-T-A.L W,8,5 H F-P- AT1'CIIING SIRIJC(URAL PANEL: I ASIEN rO BUILDIFIG wl (WOOD WASHERS) GALVINiZIED OR STAINLESS STEEL WOOD SCREW D 16" D.C. 3" Scz, CHoDELL5P)s ALIERNA11"i FASINER FDII SHUIFER TO BUILDING: IJ I'S Al(ACHED 1`0 BLDG W/#10 W/ WASHE MACHINE BOLT t"12" O.0 It" #10 rEE hi PS) C-� ops I %- 6� L ry�l _-1,11JI-TIFILE SEC(IDN ASSI-MBLY' 0 2' OC OL IS G cx%) I J SHUTTER ASSEMBLYU2, !bt�' FOR PANLL SPANS: 4' OR WIDER SPAN 2,5132" APA SPAN-RA'IED 48/24 SHEAIHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") JJJ 2.4 SARONG-OACKS 0 24" OC -4— ASSEMBLY 1). HREASSFIABLE PLYWOOD 10 2x4'S: N it) (wl WASHERS) GALVANIZED SI AINIESS SFELL WOOD SCREW (91 12 D.C. OR 2) ATIAC1-I11IG SIRUCIURAL PANFL: FASTEN 10 BUILDING w/ WASVICN',) GALMNIM) OR SIA:HLLSS STLLL WOOD SCREW C+ 16" D.C. 7- AL1ERI,AITVL FASiNER FOR SI-IUIILI? 10 Utilt)IRG: \A III(nn NIJIS AI 10 BI-DG. #11) W/ WASHERS) L L L'A CC) MACHINE HOLT e, 2" O.C� P AN H,0 0 ji W N cup < IT IS A VIOLATION OF THE -E57-0 LAW FOR ANY PERSON, UNLESS ACTING UNDER THE IT 11 DIRECTION OF A LICENSED 12;' 1 0 E w 11 �!�[ "':- - ARCHITECT, rf? O ALTER ANY ' GT�.' Ic i I ITEM ON THIS DRAWING IN K ANY WAY.ANY AUTHORIZED ALTERATION MUST BE GAL-'/. 9-7-AL- &rP-6f L@ 0,C. INOTED,SEALED,AND tc DESCRIBED IN ACCORDANCE WITH THE LAW. o 'g 79 o �t,ATE 1 i2 S M�C7i5E l. o �` t�i i �' - z 0 % CIL) 00 51 LL- PL-AME /A Q . 11 ;i 0 -'o L-L DETAIL S""tE-7ET D 1 j Root Fastening Zones for Wind Uplift HIP 200F G4&LSD 00� Table 3.1 Nailing Schedule &TLYD Number of Number of ,(2) , 3 �, S (I�1GL. 1-a" OvNAC• Joint Description Common Nails Box Nails Nail Spacing 1 , ROOF FRAAHNG J B 0ZED 140I .ax, Rafter to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per rafter J =/ Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per joist Ceiling Joist to Parallel Rafter (Face-nailed) (see Table 3.9A T (see Table 39A) each lap , Ceiling Joist Laps Over Partitions (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap 1� �� Collar Tie to Rafter (Face-nailed) (see Table 3.6A) (see Table 3.6A) per tie V ; ? L'� 1 11 TO EDGE r i Blocidng to Rafter(Toe-nailed) 2-8d 2-10d each end : Rim Board to Rafter(End-nailed) 2-16d 3-16d each end i WALLFRAAMG 1J0rGI1 SI-I LL t.IOT Top Plate to Top Plate (Face-nailed) 2-16d' 2-16d' per foot �XCZE~nD 25 O Top Plates at Intersections (Face-nailed) 4-16d 5-16d joints-each side STUD DE�T"1 i / _ _ .... � Stud to Stud (Face-nailed) 2-16d 2-16d 24"o.c. Header to Header(Face-nailed) 16d 16d 16"o.c.along edges ,_AF �QLs: )S L2E!W�Q 40�v �j �q� RIOT BE L.OGATF_D W 774E Top or Bottom Plate to Stud (End-nailed) (see Table 3.5A) (see Table 3.5A) per stud U CJ STUD �T1••) , TNE0 `.,,`?'U b Mt.1 'f awmE cz-�ss sec nota q: I✓ D,OugLE 4 u0 HOM 7-H&k) Tied Bottom Plate to Floor joist,Bandjoist,Endjoist or 2-16d`•2 2-16d'.2 per foot CUT OR W Tj'CM Ihl STUD .rte•UCGE_S5IV1r STUDS ARG DOU3LE.D� �R�• Blocking (Face-nailed) TABLE 1 FLOORFRAMING Q r .� �' { Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist I VotCI li n &q B o e d H o l e L i m i t a�,i o n�J F or Bridging to Joist (Toe nailed) 2-8d 2-10d each endWalls �y Blocking to Joist(Toe-nailed) 2-8d 2-10d each end ROOM `4TN 11.1 G , ST E 1 tJ :.G!1�1) '✓ ULExterior Bearing Y L t l i 4 s Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block - �3!` �1—t��00 ua�I Ca t?I U T© ��-O Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist A� RflOF FAS7 El.�11JS Band Joist to Joist(End-nailed) 3-16d 4-16d per joist IZEC�10 J Q4,1LS LP&I'10- n1 j i 3 Band Joist to Sill or Top Plate(Toe-nailed) 2-16d' 3-16d per foot sASTEN IN ;t H CULE (I P G IE5 O N CEW—� ROOF SHEATHING N)G-'� hlll)1� U LI i ! ---� -_ _1==-------------- --- - P F S d r}� -f EDGE Structural Panels 8d 10d (see Table 3.10) G M rlOu PA Ia E1. FIELD /p �, {'c,) TDp PLATE Diagonal Board Sheathing 1"x6"or I"x8" 2-8d 2-10d per support 1"x10"or wider 3-8d 3-10d per support ` I<DaE ,[sP,6,GIQG ALso PPL-1E5 CVE2 F- r)OF FZ&HIOG AT G,&BLE -END 1,JALLB CEII,INGSHEATHING USE 8 d RING -S1-t4NK Tial*NGILS )Q 30l,IE I Fa H " rOOF HEIGHT >' 2.5 -0" J Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field STUD WALL SHEATHING i I Structural Panels 8d 10d (see Table 3.11) Fiberboard Panels 7/16" 6d' - 3"edge/6"field �or�E� HOLE Max. 407. OF STUD 1)5pr4 l 25132" 8d' - 3"edge/6"field � I Gypsum Wallboard Sd coolers 5d coolers 7"edge 110"field 5�$' M I L1 Ta >✓D�� _ Hardboard 8d 8d (see Table 3.11) Particleboard Panels 8d 8d (see manufacturer) Diagonal Board Sheathing 1 1"x6"or I"x8" 2-8d 2-10d per support I 1"x10"or wider 3-8d 3-10d persupport I �OTGa•�1 MUST NOT FLOOR SHEATHING EY.GEE� � % Structural Panels ±U b D V_D 7H-. 111 ! 1" less 8d d 6 Bf�RED I-ioL J � SWALL'(_ ? "edge/12"field tQor SE LOCAT1� I Q THE i greater than 1" 10d 16 16d 6"edge/6"field SA MS C I?D� ,,E,Tt o IJ O Diagonal Board Sheathing i C.0 e"Ck'_ „TU23 1"x6"or 2-8d 2-lOd per support t 0',Cp 1 N 1"x10"orwider 3-8d 3-10d per support ' Nailing requirements are based on wall sheathing nailed 6 inches on-center at the panel edge.If wall sheathing is nailed 3 inches on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear Q 1 plates,shall be used permitted the load path. N o tc h e. i & Bored Hole ;ole L imitations fa I - When wall sheathing s continuous over connected members,the tabulated number of nails shall be peitted to be reduced to 1-16d nail per foot_ Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted,check IBC for additional requirements. ----------- -------- --- -- -- ---- --- -- — Inter i Nonbearing NA/ells 5Y.7-E;210 I; OR &EA.;Z1 U G WA4-L NO i Gly G�EAT>� 71ac�IJ,, W1DrH. GAGe (0,0054 W,) AQZ 1,5 W HETQG T115- aC205G- 4 70 E-ACNd 5'OE�OF T'!Ifr }sorcll �) o-liQ0 II S11a� °� iit 'fel � , Top PLS� Ln - ,� II 1 Top Plate Framing to Accommodate Piping `D I o !i �. n z R IT it j1V10lATION OF THE ! �. LAW FOR ANY PERSON, UNLESS ACTING UNDER THE blRECTION OF A LICENSED ARCHITECT,TO ALTER ANY -- { ITEM ONTHIS'DRAWING IN �! -ANYWAY.ANY AUTHORIZED 4ALTERATION MUST EE 14 II kNOTED,SEALED,ARV DESCRIBED IN ACt:A ^Ai::'L" 1 I �►+ukTH ',L�sL � 0 �3 �0 3 �� -C� ) -�-• i� oil L-- U) 11 r) co i x ' j 4 a1) O � I { n D E TlfA---N L SH EE T N.T, 5. — 2