Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
42795-Z
��oSufFOL.Ir pG Town of Southold 1/3/2019 P.O.Box 1179 53095 Main Rd o p�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40148 Date: 1/3/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 5160 Indian Neck Ln, Peconic SCTM#: 473889 Sec/Block/Lot: 98.4-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/1/2018 pursuant to which Building Permit No. 42795 dated 6/15/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: FRONT PORCH ALTERED TO LIVING SPACE IN AN EXISTING ACCESSORY GUEST COTTAGE AS PER ZBA DECISION#7144, DATED 03-15-2018, AS APPLIED FOR The certificate is issued to Branch DS&ET Rev Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42795 12-05-2018 PLUMBERS CERTIFICATION DATED 12-10-2018 G rg J Berryjr ut o ' ed ignature o�gdFFBI/( TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . V SOUTHOLD, NY y�ol 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#: 42795 Date: 6/15/2018 Permission is hereby granted to: Branch, David 29 Richmond Hill Rd New Canaan, CT 06840 To: construct additions and alterations to existing accessory guest cottage as applied for per ZBA approval. At premises located at: 5160 Indian Neck Ln, Peconic SCTM # 473889 Sec/Block/Lot# 98.-4-23 Pursuant to application dated 6/1/2018 and approved by the Building Inspector. To expire on 12/15/2019. Fees: ACCESSORY $177.20 CO -ACCESSORY BUILDING $50.00 Total: $227.20 Building ctor e 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. 6hl/ 8 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 5160 LA t-Wiz Rec.o„aG` House No. Street Hamlet Owner or Owners of Property: F__l.-1 ZA S-eTx+ R pjDt g�Ami„t, -aRANAC- 4- Suffolk County Tax Map No 1000, Section on Block OL( Lot 2 3 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: KE c4 L_ iltNszs t!t til LLL. Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ zAd Applic S' ature pF S011l�,®! Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q ,c► • y® roger.rich ert(&-town.south old.ny.us Southold,NY 11971-0959 ®lyc®U9�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Branch Address. 5160 Indian Neck Ln City: Peconic St: New York Zip: 11958 Building Permit#: 42795 Section- 98 Block: 4 Lot, 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat elec Duplec Recpt 13 Ceding Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 7 Smoke Detectors 1 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel 100a A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 12 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 1-bath fan, 1-paddle fan, heat pump, 2-ARC fault circuit breakers Notes Inspector Signature: Date: December 5 2018 81-Cert Electrical Compliance Form.xls Town Hall,53095 Main Road ® Fax(631)765-9502 P.Q.Box 1179 ®� Telephone(631)765-1503 Southold,New York 11971-0959TOTM OF SGUMOID DD BUIMtNG DEPARTMEW D R JAN - 3 2019 CERTIFICATION BUILDMIG,D21—PTa 'OWN OF SOUTHOLD Date: f '611 Building Permit No. Ll Owner. �J ' 8r'a''e (please Print) Plumber• e-- (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. r (Plum ignature) Sworn to before ane this } day ofj�g�b , 20 l VICKI'S BERRY Notary Public- State of New York �Q No. 01 BE6070081 NotaryPubli County Qualified in Suffol Cou ty Commission.Expires _ V „ 1 pF SOUIyo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 6oaTC-o -h+ie., +� otoo�ftl I vl 11SD 14A DATE ,� INSPECTOR oe souTyO{o * # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION 2� [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] 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�r a0F SO UIyo # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ f E CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: I �Q(wm 4.vfvl/\ 7A— �UlAdv(� rAulvrgo� c"uAm000\ -. 12 � —mlk elf DATE INSPECTOR pF SOUIyO� # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PL13G. 4-7 [ ] 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 i7/ Ci I°� INSPECTOR �o�aOF SOUTyO� * # TOWN OF SOUTHOLD BUILDING DEPT. IOU ��'' 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING Nr REMARKS: 4 Ntlovafe-�,- A Ci nn V ra offil DATE INSPECTOR. VA,, ,Pm MAU'v Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 December 20, 2018 Mr. Michael Verity D Principal Building Inspector Southold Town Building Department JAN - 3 2019 54375 Main Road Southold, New York 11971 DUEDWGDEPT Re : 1560 Indian Neck Lane- Permit#42795 TOWN OF SOUTHO-LD Dear Mr. Verity : I reviewed certificate provided by ICYN ENE for the new insulation installed at 1560 Indian Neck Lane in Peconic and found it to be in accordance with the approved plans. If you have any questions, please call me at 298-1986. Yours truly, 0 on, P.E. 05 ; , qa 7 q; i� ICYNENE THE EVOLUTION OF INSULATION INSULATION CERTIFICATE JAN - 3 2019 This form gust be filled out and posted to comply wild's building code requirements. _ Meets IRC requirements: 2006 IRC-,N1 N1101 4,N11 01.8 BUILDEVO D+�' 2009IRC-NI131.2,N$301.4,Nl IO E.8 TOWN OF SO OLD 2012 IRC-N1103.3,Al3101.7,N1-101.12 The following spray poiyurethanefoarn product(s)has/have been installed. LD-C-50 E-1 LD-R-50 El MD-C-2001 LL MD-R-200 J MD-.n,-210 L-]Other Please consult International Building Code(IBC),Chapter 26-Plastic and International Residential Code(IRC)2006 IRC R314,2009 IRC R316,2012 IRC 8316-Foam Plastics for specific requirements.The aforementioned Icynene spray polyurethane foam insulation system(s)has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area-insulated Aged R-Value T-hickness* Attic Area Slope Celing (2x10) R- 1v inches Sloped Ceilings(2X10) R- X48 at inches Wails(location): lExterior Walls(2x4) R- 2j 1 at '13�l inches Walls(location): R- ; ' at j—� inches Floors(over an unheated crawl space) R- i- at inches Crawl Space Perimeter Box Beams R- 7 �; at inches Basement Walls R- I �; at j� — -i inches 05e(location): I —` R- L at I--� inches -Nominal thicknesses are represen:atrve of field,spray-appiled foam matenal Jobsite Address516Indian Neck Lane Peconic, NY, 11958 Date of Insulation Installation Iqugust 27,2018 —� Building Contractor John Bertani 3 Insulation Contractor 1��� i�E ulatio'n j Insulation Contractor Phone ,!(63 18-9350 I Installed By L iffiam Kra INSULATION CERTIFICATE fl DO NOT REMOVE Please post near electrical panel. -.3i""�,`�.-'.",".Y:�, .�.wL+e... _o�;r e'. ,.r.L�i:i.:.:i:.' .�z..i:°.v:x—..a�.,..i•r. i'tK=n ia.. Vii. T>'-^��� S'"'�;- �. Y,'.;: ._,may. - ..a,ui.:c� i:=:.,=oi.....`.x";&s�i"u�i�.ti.'�-'rY`�iff�,"`•�,c`i4^a=7`i 1 1 • ' • COMM[ENTS FOUNDATION --------------------------- 'FOUNDATION (2ND) R AAFULILA WAA ROUGH FRAMING& PLUMBING ARK IMAM A INSULATION 8TATE ENERGY • 1 83 ADDITIONAL COMMENTS I / f� C / / • 'J i iff TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 2 Survey Southoldtownny.gov PERMIT NO. ° Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 \ J Single&Separate D Truss Identification Form 0 CT 2017 Storm-Water Assessment Form T6_ tact: Amxoved 20 BTJ I IFaG DEI' a Mail to: SISI Disapproved a/c TO OF SOITYHOL ®� �(®S Tf sin I�(�T]-%14CLA Phone: i- 4n-�CI Expiration 20 o � mg Ins or PLICATION FOR BUILDING PERMIT UN 1 2010 Date I 4 ,20 l INSTRUCTIONS a. ThiON RM be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plar[®a1A1V1§9V0f9Qle.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. - c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. /a AD, 07 : A (Signature a licant or name,if a corporation) ')to,S7 .2-AS�- t tte Lit duow4Lu7 NI 6f` �P (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises hAQ As, W z A%F—o (As on the tax roll or latest deed) If . licant is rporation, signature of duly authorized officer �� (Na 164nd title of corporate officer) Builders License No. Plumbers License No. — �- Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section q Block 0y Lot 2� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy RRC',pr mitt,A'�_ b. Intended use and occupancy bF AjTt4$ k__ 3. Nature of work(check which applicable):New Building Addition x Alteration X Repair X Removal Demolition Other Work (Description) 4. Estimated Cost ���l®® Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units N Number of dwelling units on each floor NX If garage, number of cars N1* 6. If business,commercial or mixed occupancy, specify nature and extent of each type of of use. tAA . 7. Dimensions of existing structures, if any: Front 344z. Rear 19 1A/2 Depth `�a �► Height i Number of Stories Dimensions of same structure with alterations or addiions: Front 3 4 4 y'Z Rear �� VL Depth 1 ?1if Height /Y i 9 %i Number of Stories r Mose- IN FzoN—j PcL wl MF-w X00' 8. Dimensions of entire new construction: Front Z(v`'7 d Rear Depth Height Number of Stories 1 9. Size of lot:Front 3 A(,1 tRear 9 9.64 ` Depth 20 7 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO X pA�ai1 F F_Li � ���►s��` >\t tl� of 2CA i_iLgtA6,0%',j4jLL ltd 14.Names of Owner of premises T77_-,eAJ(_4 Address LANE Qe�t a.�:�- Phone No. c T. Name of Architect tsEs®c.t-A Address AoS-TL44 Phone No X31-Y S3-110 ' Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES & NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO— * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Sk314bW_) t">. being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 1 EDT- (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this Iq- day of 0 20� TRACEY L. DWYER 14 aj 0-j AHY ,STATE OF NEW YORK Notary Publ' N0.01 DW6306900 6-Signature of Applicant QUALIFIED IN SUFFOLK COUN / COMMISSION EXPIRES JUNE 30, Scott A. Russell ,��® � STO]R.l��l WA\T]ER SUPERVISOR U) MA NA\GIEMTENT SOUTHOLD TOWN HALL-P.O.Box 1179 �] 53095 Main Road-SOUTHOLD,NEW YORK 11971 1 T own of SouL4 hol CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF 7 HEE I±OLILOWINQ Yes No (CHECK ALL THAT APPLY? ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. [ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information,Date & County Tag 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. (Pro erty Owner,Design Prof7to Agent. ontractor,other) S.C.T.M. #: 1000 Date W� �/��` D�stnct a NAME IKEAL- 4F,StCi� �SSOC— LLL JQQ� ® ZJ JJJJJJ. ) Section Block Lot J v� ? ?p p '� FOR BUILDING DEPARTMENT USE ONLY Contact Informat,on (oJ t— -It�J J" /q o O L( (Tc7ep6ovr Numbrrt Reviewed By: Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. 51(90 ZNf1.N,,1 ?.r CV-- I-AN'S Stormwater Management Control Plan Not Required. PR✓W,�1c _ NY, Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 D CC��OdG AUG 1 4 2018 d BEING nIFPr. Town aAnnex ORI { 7 54375 Main toad T P.O.Box 1179 Sou&AL NY u97I-0959 y BUHZWG DEPARTMENTTOWN OF-SOUTMLD- APPUCATION FOR gMnA;. INSPECTION TED BY Race: 3 �� ny Name: �TrLc C. No.: S ?� No.: ! JOBSFTE INFORMATION: (Indicates required.inf©rr V#w) *Name: G l z-A F7-H j4W Q *Addr-ess: 5- &o IAVOI. ,,r #.-" ltoe;"CAP AJ r C- *Coss Street: 5 N1 done No..- 57�- Cw1p Penrrit NG.: 4r c� -7 17 5— Tax-Map District: 4000 Section: Block: Lot; WitF DESCRIPTION OF WORK(Please PrW Clearly) _/P,�eAj 71A (Pium.0rcte All That Apply) *Is job ready for 4nspedion: YES NO Jb l Flea! #?o•you need a Temp CerE�cate: YESt TOMP hdDnMdOn(If.needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 4.00 Other New Semite: Re-connect Ur4aground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION Z00 A i ZMMed for kisp n Fours a f Fat Nk Town Hall Annex ��. Telephone(631)765-1802 54375 Main Road �. Fax(631)765-9502 P.O.Box 1179 c Southold, NY 11971-0959 `0 - BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION t Date: Owner: EUzRafZ:TM ANp NAV tIN 1`3P�a•��H Location of Property: 5160 MEXAC_ pGXX"7 `'C' Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or residential structure X Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): X Truss type construction (TT) Pre-engineered wood construction (PW) X Timber construction (TC) in the following location(s) (check applicable line): 1 C Floor framing, including girders and beams (F) _VT Roof framing (R) Floor and roof framing (FR) Signature: " D_ - Name (person submi ' this form): 1�Cz�.� Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 25, 2017 TO: Kehl Design(Branch) 265 Jasmine Lane Southold, NY 11971 Please take notice that your application dated October 19, 2017 For permit to make additions and alterations to an existing accessory guest cottage at Location of property: 5160 Indian Neck Lane, Peconic, NY County Tax Map No. 1000- Section 98 Block 4 Lot 23 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations are not permitted pursuant to Article XXIII, Section 280-123 A., which states; "A nonconforming building containing a nonconforming use shall not be enlarged, or structurally altered or moved, except as set forth below, unless the use of such building is changed to a conforming use." An accesso is n ted accessory use. gn re CtosAp�plicant-: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD MEMBERS r3F SSU Southold Town Hall T�vLeslie Kanes Weisman,Chairperson y,� T9p 53095 Main Road•P.O.Box 1179 h0 l0 Southold,NY 11971-0959 Patricia Acampora [ Office Location: Eric Dantes Town Annex/First Floor,Capital One Bank Gerard P.Goehringer � ^��� 54375 Main Road(at Youngs Avenue) Nicholas Planamento I�cou Southold,NY 11971 �gSV http://southoldtownny.gov ® � D ZONING BOARD OF APPEALS TOWN OF SOUTHOLD RECEIVED MAR 2 2 2018 Tel.(631)765-1809•Fax(631)765-9064 '4 g- , 9�'1'l FINDINGS,DELIBERATIONS AND DETERMINATION MAR 2 1 2018 B ,D O DEPT' MEETING OF MARCH 15,2018 'ltOF S®1JT01'D utho4d Town Clerk ILE: 7144 NAME OF APPLICANT: Elizabeth Branch and David Branch PROPERTY LOCATION: 5160 Indian Neck Road(Adj.to Hog Neck Bay,Little Peconic Bay),Peconic,NY SCTM#1000-98-4-23 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property ander 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 thru A 14-25, and the Suffolk County Department of Planning issued its reply dated December 11, 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, Mark Terry, issued a recommendation dated February 16, 2017. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is CONSISTENT with the LWRP provided that the Board consider that a small portion of the cottage and drywell is located in FEMA Flood designation 0.2 percent chance of flood hazard or "55-year flood" which means a flood has a 0.2 percent chance (or 1 in 500 chance) of occurring in a given year(USGS). PROPERTY FACTS/DESCRIPTION: The property is located at 5169 Indian Neck Lane, Peconic, NY. The overall size of the property is 186,356.04 square feet (4.278 acres). The southerly line measures 99.64 feet and is adjacent to Hog Neck Bay, Little Peconic Bay, the westerly line measures 2,017 feet from Hog Neck Bay north to Indian Neck Lane, the northerly line measures 73.63 feet along Indian Neck Lane, and the easterly line measures, 1,953.81 feet from Indian Neck Lane to Hog Neck Bay based on the survey prepared by Nathan Taft Corwin, III, LS, dated February 15, 2006. The applicant's property is a long narrow waterfront parcel in an R-40 District. The property is improved with a single two story residence, a "frame cottage" accessory building, a detached garage and a tennis court as shown in the site plan prepared by Robert O.Barratt,P.E. dated November 15,2017. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-123A and the Building Inspector's October 25, 2017, Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing accessory guest cottage; at; 1)the accessory guest cottage is not a permitted accessory use, 2.Pursuant to Article XXIII, Section 280-123 A which states "A non-conforming building containing a non-conforming use shall not be enlarged or structurally altered or moved, except as set forth below, unless the use of such building is changed to a conforming use." at: 5160 Indian Neck Lane (Adj. to Hog Neck i l Page 2,March 15,2018 #7144,Branch SCTM No, 1000-98-4-23 Bay,Little Peconic Bay),Peconic,NY. SCTM#1000-98-4-23. RELIEF REQUESTED: The applicant requests a variance to make additions and alterations to an existing accessory guest cottage by enclosing an existing covered front porch to become habitable interior space, and re- roofing the existing structure in place and in kind. The code does not permit the enlargement of a non-conforming building with a non-conforming use. The accessory guest cottage is a second dwelling on the subject property and is therefore a non-conforming use since the code only permits one dwelling per lot in the R40 zone district ADDITIONAL INFORMATION: During the public hearing, the applicant's agent agreed to a stipulation of agreement,which will be verified by the owners that they are willing to sign and file covenants to restrict use of the cottage to family members only. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 1,201,8 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The parcel is more than 4 acres and the guest cottage and dwelling are accessed by a long private driveway of approximately 1,700 feet, through a heavily wooded area on the property. Neither can be seen from the public road. The subject guest cottage was established more than 50 years ago and is adjacent to an accessory garage.Most properties along Indian Neck Road near the subject property are also long narrow waterfront lots with limited views to other properties. 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 an area variance.Although the accessory cottage has been continually in use since prior to zoning, as evidenced by a pre certificate of occupancy, the town code does not allow nonconforming buildings containing a nonconforming use to be enlarged, or structurally altered. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is not mathematically substantial; representing 100% relief from the code since any expansion of the non-conforming building and use is prohibited. However, the existing cottage is only 415 sq. ft. The proposed enclosure of the existing covered porch will add 133 sq. ft. for a total of 548 sq. ft.,of interior habitable space, still well below the 850 sq.ft.required minimum for a dwelling. The Building Department recently issued a building permit to replace the foundation, in place and in kind, which includes the porch area.No change in the existing footprint is proposed and existing lot coverage will be decreased and the non-conforming side yard setback increased, by removing as built decks on the east and west sides of the cottage. The replacement of the roof,which will not exceed 18 feet in height,will permit the doors and windows to be replaced with proper headroom that conforms to the building code. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant will upgrade the sanitary system and re-install fencing. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. Although the cottage predates zoning, the applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Page 3,March 15,2018 #7144,Branch SCTM No. 1000-98-4-23 6. Town Law $267-b. Grant of(the requestedsrelief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a renovated cottage to be used for family members, only, while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variance as applied for, and shown on the site plan prepared by Robert O. Barratt, P.E., dated November 15,2017. SUBJECT TO THE FOLLOWING CONDITION: 1. A covenant subject to the approval of the Southold Town Attorney's Office shall be filed in the Office of the Suffolk County Clerk agreeing that the cottage shall be limited to family use only, and shall not be used as rental property. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan andlor 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 Weisman(Chairperson), Goehringer,Dantes,Acampora, and Planamento. This R olution was duly ado ted(5-0). Leslie Kanes Weisman, Chairperson Approved for filing //� /2018 DEBORAH DOTY ATTORNEY AT LAW 670 WEST CREEK AVENUE P.O.Box 1181 CUTCHOGUE,NY 11935-0876 FAX 631-7347702 631-734-6648 June 27, 2018 Southold Town Building Department 54375 Route 25 PO Box 1179 Southold,NY 11971 RE: David S. Branch&Elizabeth Branch Covenant on 5160 Indian Neck Lane,Peconic,NY (SCTM# 1000-98-4-23) ZBA File#7144 The Southold ZBA granted a variance with regard to the guest cottage on the above-referenced premises conditioned upon the filing of a covenant limiting the cottage to "family use only,and shall not be used as rental property." Enclosed for your records is a certified copy of the Declaration of Covenants&Restrictions which was recorded by the Suffolk County Clerk's Office on June 18,2018 at Liber D00012965 Page 845. Very truly yours, Deborah Doty Encl. DD:bdr cc: David S. Branch&Elizabeth Branch D [�C[EDV[E DD J U L 2 2018 BUILDING DEPT. TONIN OF SOUTHOLD ' o CC# : C18-25924 r � r B COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 06118/2018 under Liber D00012965 and Page 845 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 06/18/2018 SUFFOLK COUNTY CLERK JUDITH A.PASCALE SEAL DD J U L 2 2018 BUMDING DEM TOWN OF SOUTHOLD t R IIIVIII IIII VIII VIII VIII VIII VIII VIII VIII IIII IIII 111111 VIII VIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 06/18/2018 Number of Pages : 4 At: 11 : 33 : 32 AM Receipt Number : 18-0111130 LIBER: D00012965 PAGE : 845 District: Section: Block: Lot: 1000 098 . 00 04 . 00 023 . 000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20 . 00 NO Handling $20 . 00 NO COE $5 . 00 NO NYS SRCHG $15 . 00 NO TP-584 $0 . 00 NO Notation $0 . 00 NO Cert.Copies $5 .00 NO RPT $200 . 00 NO Fees Paid $265 .00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County 1 t � 2 Number of pages This document will be public record. Please remove all Social Security Numbers prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Mortgage Amt. Page/Filing Fee 1. Basic Tax — Handling 20. 00 2. Additional Tax — TP-584 Sub Total — Spec./Assit. Notation or EA-52 17(County) Sub Total Spec./Add. — EA-5217(State) TOT.MTG.TAX — Dual Town Dual County — R.P.T.S A. Held for Appointment Comm.of Ed. 5. 00 F Transfer Tax — ' ' Mansion Tax Affidavit The property covered by this mortgage is Certified Copy or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES or NO Other Grand Total If NO,see appropriate tax clause on page# of this instrument. 4 1 Dist. 1000 Section 098.00 Block 04.00 Lot 023.000 5 Community Preservation Fund Real Property Consideration Amount$ Tax Service Agency CPF Tax Due $ Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land Deborah Doty, Esq. TD PO Box 1181 Cutchogue, NY 11935 TD TD Mail to: Judith A. Pascale, Suffolk County Clerk 7 Title Comany Information 310 Center Drive, Riverhead, NY 11901 www.suffolkcountyny.gov/clerk Title# 8 Suffolk County Recording & Endorsement Page This page forms part of the attached Declaration of Covenants & Restrictions made by: (SPECIFY TYPE OF INSTRUMENT) DAVID S. BRANCH & ELIZABETH BRANCH The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold In the VILLAGE or HAMLET of Peconic BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. DECLARATION OF COVENANTS &RESTRICTIONS DECLARATION, made this day of May, 2018, by DAVID S. BRANCH & ELIZABETH BRANCH,residing at 29 Richmond Hill Road,New Canaan,CT 06840,(hereinafter referred to as the"Declarant"). WHEREAS,the Declarant is the owner of certain real property situate at 5160 Indian Neck Lane, Peconic,NY,known and designated as SCTM# 1000-98-4-23 (the "premises"); WHEREAS, the premises is improved with a single two-story residence, a frame cottage accessory building (the"guest cottage"), a detached garage, and a tennis court; WHEREAS,the Declarant made application to the Zoning Board of Appeals of the Town of Southold (the "ZBA") for approval of a proposal to construct additions and alternations to the guest cottage by enclosing an existing covered front porch to become habitable interior space, and re-roofmg the existing guest cottage; WHEREAS,for and in consideration of the aforementioned application,the ZBA issued its approval of the application(File#7144)subject to a covenant being filed in the Office of the Suffolk County Clerk stating that the guest"cottage shall be limited to family use only,and shall not be used as rental property"; and WHEREAS,the Declarant has considered the foregoing and determined that the same will be for the best interest of the Declarant and subsequent owners of said lots. NOW,THEREFORE, THIS DECLARATION WITNESSETH: That the Declarant, for the purposes of carrying out the intentions above-expressed, does hereby make known, admit,publish, covenant and agree that the guest cottage located on premises described in Schedule"A"annexed hereto shall hereafter be subject to the following covenant which shall run with the land and shall be binding upon all purchasers and holders of said premises,their heirs, executors, legal representative, distributees, successors and assigns,to wit: 1. The guest cottage shall be limited to family use only and shall not be used as rental property. This covenant can be modified only at the request of the then owners of the premises with the approval of a majority phis one of the ZBA after a public hearing. IN WITNESS WHEREOF, the Declarant above named has executed the foregoing Declaration the day and year first written above. 1 DAVID S. BRANCH A'"� ELIZ TH BRANCH STATE OF CONNECTICUT, COUNTY OF C� l� e SS: On the I D day of May in the year 2018,before me,the undersigned, a Notary Public in and for said State, personally appeared DAVID S. BRANCH & ELIZABETH BRANCH personally known to me or proved to me on the basis of satisfactory evidence to be the individuals whose names are subscribed to the within instrument and acknowledged to me that they executed same in their capacities,and that by their signatures on the instrument,the individuals,or the person upon behalf of which the individuals acted executed the instrument 4►rt"�? iotas Public,-' APPROVED Sout old Town Attorney Dated SCHEDULE A ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate,lying and being in the Town of Southold,County of Suffolk and State ofNew York,bounded and described as follows: BEGINNING at a point on the southerly side of Indian Neck Road, distant 152 feet westerly from the corner formed by the intersection of the southerly side of Indian Neck Road with the westerly side o f Robinson Lane; RUNNING THENCE along Peconic Bay Oaks(1) South 15 degrees 28 minutes 40 seconds East, 1847.75 feet and(2)South 63 degrees 56 minutes 30 seconds East, 104 feet to the High Water Mark of Little Peconic Bay; THENCE along said High Water Mark on a tie line of South 33 degrees 44 minutes 10 seconds West 98.36 feet; THENCE along land now or formerly of Charles Ward(1)North 43 degrees 28 minutes 50 seconds West, 257.61 feet and (2) North 14 degrees 02 minutes 30 seconds West, 1755.78 feet to the southerly side of Indian Neck Road,and thence North 75 degrees 52 minutes 30 seconds East,along the southerly side of Indian Neck Road, 73.63 feet to the point or place of BEGINNING. TO BE USED WHERE TOPSOIL IS NECESSARY FOR TYPICAL STORMWATER MANAGEMENT DIAGRAMS AND NOTES REGRADING & VEGETATING DISTURBED AREAS. TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE STORAMATER NANACEMENT NOTES. STABILIZATION MEASURE(S) SELECTED SHOULD BE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, AND REQUIRED PERIOD OF USE. 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING y y y ? SLOPE OR LESS AND OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. STABILIZE ENTIRE PILE 1 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, WITH VEGETATION OR COVER w v W y W W A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF U.S. SIEVE 020) SHALL BE STAKED AT THE LIMIT OF CLEARING y W 1 Y Y W Y AND GROUND DISTURBANCE SHOWN ON THE APPROVED PUNS. y W W Y W W Y W THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL .L• •V W W W W W W H DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE W W W W W W W W L W w SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE 41 y SCREEN IS REMOVED. 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, W W W W W W W A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS STRAW BALES OR SILT FENCE NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE SOIL STOCMLB' OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED (NOT TO SCALE) UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. TYPICAL STORMWATER UNIT S. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES OPS TO BE TRAFFIC BEARING INTO THE GROUND. (T ) 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE (NOT TO SCALE) INSTALLED ON THE PROPOSED RESIDENCE. CAST IRON INLET FRAME&COVER(FUCKHARr/6J51e TYPE TIM) 7, ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED FINISHED GRADE OR G'THICK REINFORCED CONC,COVEN TO DRYWELLS. t'-o• 0'TRAFFIC BEARING 51.06--\ ma>G) 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF FROM BEING DISCHARGED ONTO PIPE FROM O THE ROAD OR OFF-SITE. EM . . ROOF GUTTERS 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT I O m O SHALL BE SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND CRUSH C=11=3 �C�O O MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION OF THE 3/4•- 1-1/2' PROJECT, WITHIN TWO (2) DAYS OF FINAL GRADING, OR BY THE STONE AROUND C=C�O O 3�/4SH�1 t/2• EXPIRATION DATE OF THE BUILDING PERMIT WHICHEVER IS FIRST. STONE ALL AROUND MULCH SHALL BE MAINTAINED UNTIL A SUITABLE VEGETATIVE b LEACHING RINGS COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO TIME I RBPRECAST C OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL 3'-0 O S 3'-0• SEEDING PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR mtn. O O I=O O4• GERMINATION AND GROWTH. 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% O O O O O AREA VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER THAN 1 SQUARE FOOT IN SIZE. 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR SITE ACCESS LOCATIONS WITH THE EXISTING ROADS TO PREVENT RUNOFF OF WATER, SILTS AND SEDIMENTS FROM BEING GROUND WATER DIRECTED OR DISCHARGED ONTO THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. STEEL OR WOOD POST(TYP.) 10' MAX. O.C. SPACING EXTRA STRENGTH FILTER FABRIC W/WIRE SUPPORT FENCE REQ'D. WITHOUT WIRE MESH SUPPORT S' MAX. O.C. SPACING 38' HIGH POLE(MAX.) W/0 WIRE SUPPORT FENCE STEEL OR WOOD POST HAY BALES 2'x2' STAKES -FLOW (TWO EACH BALE)FLOW �� ,•+"f r;yr— COMPACTED GRADE ' .. •.';„Lt, noR BACKFILL DRAINAGE r IN ' �ATTA�CII FIRIC SECURELY TO UPSTREAM SIDE OF POST BALES TO BE SET IN 4' TRENCH �Jj,T F6NCa DBTA]LS 4' X 8'TRENCH Nor TO Sm W/ COMPACTED ELEVATION NOTES; SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO TRENCH DIsTAILBACKFTLL RdYELd/E BtLRR]ER ® INL•1_TS MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED (NOT TO SCALE) (NOT TO SCALE) SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF—SITE TRANSPORT. RETAIN STORM WATER RUNOFF APPROVED AS NOTED PURSUANT TO CHAPTER 236 ,DATE: B.P:# S OF THE TOWN CODE, FEE:f I;p� BY: NOTIFY BUILDING DEPAR NT AT . ,*-1802 8 AM TO 4 PM FOR THE 'FOLLOWING INSPECTIONS: 1. FOUNDATION --TWO REQUIRED ELECTRICAL :FOR POURED CONCRETE INSPECTION REQUIRED 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE All exterior lighting REQUIREMENTS OF THE CODES OF NEW installed, replaced or YORK STATE. NOT RESPONSIBLE FOR repaired shall conform DESIGN OR CONSTRUCTION ERRORS. P to Chapter 172 Of the Town Code COMPLY WITH ALL CODES OF NEW YORK TATE & TOWN CODES AS REQUIR D AND CONDITIONS OF SOUTHOLD TOWN Z6A TRUSS PLACARDINQ REQUIRED D Sf�tlfiR6t6'i6WPJ-TEES -, _ _ -` 'BER CERTIFICATION .;�'"�EAbCONTENT BEFG;�E CERTIFICATE OF OCCUPANCY SOL"DER,USED IN WA TER -1'SUf?PLYSYSTEM CAAINOT OCCUPANCY ORkEa2i.looFI% Lego. USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY PLUMBING -rALL PLUMBING WASTE ,&WATER LINES NEED ';T.1 TING BEFORE COVERING TO BE USED WHERE TOPSOIL IS NECESSARY FOR NOTES: REGRADING & VEGETATING DISTURBED AREAS. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS ',O TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE SHALL BE DRY AND STABLE. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. � REE11 '11111 �' PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE 3. UPON COMPLETION OF SOIL STOCKPILING, EACH INN WptER�N STABILIZATION MEASURES SELECTED SHOULD BE VEGETATION R COVERED. ( `1G O PILE SHALL BE SURROUNDED WITH EITHER SILT 1 pub /% APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, FENCING OR STRAW BALES, THEN STABILIZED WITH AND REQUIRED PERIOD OF USE. 0 v w w w 2 SLOPE OR LESS F pAaEME"T 0 00' , 1� ED°E c�'t. x � .v .v v v IV IV !� y y W N 115.65' x "`vE ME1ER 'S�W°°°5`sE75�2 °" W �` KEHL DESIGN ASSOCIATES LLC •L y � y y y y � � FOUND GONG. MON'315. residential & commercial design o consulting y y y y � 41 W y y Sr w w 11, w w •Y IV W W W W W W r CT O � y t O �� P0. Box 1675 phone: [631 433-9084 STRAW BALES OR SILT FENCE N �� Southold, New York 11971 E-Mail: ssbn654@optonline.net STABILIZE ENTIRE PILE SOIL STOCKPILE V1 E WITH VEGETATION OR COVER (NOT TO SCALE) Kehl Design Associates, LLC o formerly D A K Associates, LLC t Bldg Dept copy froZBA TYPICAL STORMWATER UNIT t �-WEL` ZIBAFinaFile#-7tv ments (TOPS TO BE TRAFFIC BEARING) r D k File% -]try (NOT TO SCALE) qy ` SITE PLAN OF PROPERTY ORS CAST ICK REINFORCED COT FRAME & NC. COVER (J63518 TYPE 6840) 0 51p,ICE '" FINISHED GRADE 5E1 Woo 8" TRAFFIC BEARING SLAB I -°" SI T UA TE (mox.) HAY BALES 2"x2" STAKES r FLOW (TWO EACH BALE) PEC 0 N I C 8-0" PIPE FROM ROOF GUTTERS COMPACTED GRADE O BACKFILL DRAINAGE TOWN O F S O U T H O L D ACRUSHED LL AROUND 4" 1-1/2" STONE S<� Opp 'a INLET SUFFOLK COUNTY, NEW YORK o \� 0 LEACHING RINGS S.C. TAX No. 1000-98-04-23 ao REINFORCED PRECAST CONC. 3,_0" 4000 PSI 0 28 DAYS 3'-0• (min.) 4" (min.) BALES 4" R SET SCALE 1 "=60' IN 4" TRENCH ° c0 ENGE November 15, 2017 ELEVATION o HAYBALE BARRIER ® INLETS N GROUND WATER (Nor TO SCALE) t $ o AREA = 186,356 sq. ft. t y (TO TIE LINE) 4,278 CIC. STEEL OR WOOD $ O EXTRA STRENGTH FILTER FABRIC POST (TYP.) 't REO'D. WITHOUT WIRE MESH SUPPORT 36" HIGH POLE (MAX.) 10' MAX. O.C. SPACING STEEL OR WOOD POST t STORMWATER MANAGEMENT NOTES: W/ WIRE SUPPORT FENCE r 6' MAX. O.C. SPACING FLOW W/O WIRE SUPPORT FENCE rf / 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION • `• orf-•_- `' EH'E _ MATERIALS SHALL 3E CONFINED TO THE LIMIT OF CLEARl."40 t °'SE. AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. - FLOW t No FENCE 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, rr coN�°�ON OSE' A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF :.. /\ \ ^,/\ \ t U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. ATTACH FILTER FABRIC SECURELY Z %�\\/\\ \%\� r r THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS TO UPSTREAM SIDE OF POST \ j%\ \\ M� rt ° DISTURBED AREAS OFTEN AS S ARE PERMANENTLY ARY TO ENSURE ROVEGETATEDPER TISEDIMENTS ON, UNTIL ALL 4 X 6" TRENCH O TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE W/ COMPACTED r o SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE \/ SILT FENCE DETAILS �� BACKFILL tr ?� SCREEN IS REMOVED. NOT TO SCALE r 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, n A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO TRENCH DETAIL r BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER t SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES (NOT TO SCALE) t SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW r ENCS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED OFF-SITE TRANSPORT. t o.sE AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE t OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES t Fo,1ND MON' SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED tc0"c UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. t 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. a r 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED ro ON THE PROPOSED RESIDENCE. z a 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. o t O 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF tFROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. t 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE r SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW r IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF t FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, tWHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE r VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO r TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING t coNo MON. PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION r AND GROWTH. C 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA t VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER DETAIL r THAN 1 SQUARE FOOT IN SIZE. � rp 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR r SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF a r OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO SCALE 1 =2O' roN r O THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, PR°P•FENGE EOCP r� CONSTRUCTION OR RECYCLED CONCRETE WAY SAT THE LACCESS POINT L BE PLACED AALONG THE ROADOSS THE WAY OR PNS�N� SILT FE CE �P r E OP. RO`N OF HAY BALES & ti yg � rr f z w r t P° E GE Co MON r SO\ t g MIN F°� � r NOTES: BETNEEN <� SOSBE REHONAtEO r SEPTIC SYS' 105 OOI SHAR MOVEO r r 1 . ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO STRUCTURES ( CESSP ANO P�1MPEp CopNGE`NI 5. rr o VERIFICATION BY NEW YORK STATE AND/OR OTHER 10' MIN. FE •EO ti N ACNS St AND ARO r O REGULATORY AGENCIES. C.O. 2. FLOOD ZONE INFORMATION TAKEN FROM: °�� i �6 "� °'� f t FLOOD INSURANCE RATE MAP No. 36103CO164 G £ f Tn moSo� t $ t: ° o°� �' �Oo'� °y'° A ZONE AE: BASE FLOOD ELEVATIONS DETERMINED i C • Pa�' �'A w 9 stn O. FO WO 51 KE C FENGE 0040 ro c MON pOs1 "WRE ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR C° L� r Cf c^ � ° C �` a FLOODPLAIN. `" WOO° •. .0 o�o ao� 2 !° l• O l° m r °5 E' ,. WWF •..; f♦ o�a 20°� aP �� °iP_y 9C'Fn DEEP r y A y epi 9], ,1ti EO 8 ORQOF RJN r o r � �,� � 3. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM ��Q i° .O DR�WEEE FOR rr o EXISTING ELEVATIONS ARE SHOWN THUS: � •'�7, EXISTING CONTOUR LINES ARE SHOWN S p a rr n THUS: 5 i Z �t ► n Q� Quo �Qo� o> d °etc` 6' rr NOE '7 _ FIRST goo O�4E x ��S Py I' r FENCE pp51 �y,�REFE Un a c.FL. - GARAGE FLOOR OR 'O T.B. - TOP OF BULKHEAD 13.0 .�� a rr UNp N in 0 S.B. _ BOTTOM OF BULKHEAD Fo MO N �� T.W. TOP OF WALL x I0.9 s? rr OOH c S.W. - BOTTOM OF WALL o t F r° r o p r Ina Go + C o ENGINEERS SEAL: v11RE x 1L� r AP c 'p•9C 0' Z .- $s CC« £ O SOF NEW �°� '_ k7 O \ P \ YO C c°�P�Fz� O. B,q� 'Qf' f� z0 C Fy9� ti O 9 r CO•yn�0 `�� NE 711, 'td'• 9A C OS pp51 g C7 v t d ,.d• P�2 x� r m •t _�, * FOUNO MON. r 0818E •t CC ROFE SS10N�� 40 t •x xi+2 To t t SITE PLAN DISCLOSURE: ,,.o r p SITE PLAN INFORMATION IS BASED ON A d.'• t 12.3d'.; f LAND SURVEY PREPARED BY NATHAN TAFT CORWIN III tx r f W000 LAND SURVEYOR. NEW YORK STATE LICENSE NUMBER 50467. rte S� SURVEY DATED FEBRUARY 15, 2006. r . TEST HOL11.5 O A O . .. r EL. 1 1.5' N m b t x� , r � I' Final reev ewed d Fo e� r x t Date: cI I� r t x x 12.J M x IN •d.. r . .. QO° G � :0`•`� FENGE FEN�E C 1 t O lk t I C 7 °,,O r Vr' gyp- r �a�tio x 300• w rC FENCE F0°OUNG•M0N' .� �T°� \C ,p• wF' < 51 g,WARE FE , p0 1 12.9 \� S. �OJ� SS, �` [�-� 14 I.s .� 19.1• lo Ll °RW SE1 WppD 5SAKE t>7 G'1 f%\"NHFAO WE lip- 03 12 � �e°� �`� SEE DETAIL o �O° M 0- Nc ` G GO V A,E S $ 000 sW O BE RENO 5 O oc J6'> Wp0 '"TP�E c°•� w tR UO ' oP o� Fx51 HF19 S). �.4 x� � 0 � < ��'•- � WEU' _ NE A n ,y �P�f °.aE fi 1 x O� w 15 .0 O s� w� OqkP t y�FPti OS3 r o 9 r O £ r To r f !p F?°` 6 06, ° E TEST HOLE o�OF �5 r c 9 x-4.2 "O1 °y �• X00, y. � r c�oryJ x.1.5 %c co�ctiO4s�o\ o �S o ,.2 ti 12 3 • �o � h F y01, JPS .cc' � !/ 10 ZONE X e� o EL. 8) o ZONE AE ( =�°2 ti °h� �tn� °S 4 $ ^ 1; '111, -J-4 e 2� ZO X ^y ZONE (EL 8) � � VV P 0 v~,� a, GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION C 0 N T R A C T 0 R N D T E General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: Wood: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: �jj �(r T��+� 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2015 2. All structural wood shall be in accordance with the national design specifications for wood construction latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED INA KEHL DESIGN ASSOCIATES LLC INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, B. LOCKED AREA, residential & commercial design . consulting UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 2. BEFORECOMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 phone: (631433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, a. All trusses shall be "sha ed" as shown on architectural cross sections. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES p MATERIALS ARE TO BE KEPT AWAY FROM HEAT. b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. Southold,NewYolt 11911 E-Mail; ssbn654@optonline.nef 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORKALL FLAMMABLE MATERIALS U AND STORED IN ADEQUATELY VENTILATED SPACE. 5. Erect and brace trusses in accordance to truss plate institute recommendations. E.F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. //�////j � es/LLC oformedyDAKAssociates,�/� f SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 4. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the 5. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED y g CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE WORK. with any work or project other than for which 6• 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 9 PLUMBING, ELECTRICALS, ETC. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. E = 1,600,000 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fv = 95 PSI C. HEAVY DROP CLOTHS. REV: THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM T'-E BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE MAY 6, 2018 g. ACCUMULATION. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. a. Laminated Veneer Lumber (LVL): 9 E = 1,900,000 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv = 285 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO BPM, MONDAY TO FRIDAY, DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fb = 2600 PSI 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 1 1 • ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UN71L THIS HEIGHT IS APPROVED. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO RESOLUTION. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS 6 SPECIAL SAFETY NOTES 13. IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE 14. REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: RESOLUTION. DOCUMENT NOTES CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. NOT FOR ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 SINGLE PROVIDE AND MULTIPLE-STATION SINATION ACCCORDASMOKE NCEAWITH 2015 MS AS VINTERNATONABLURESIDENNTIAELL AS CARN MONOXIDLE CODECTORS CONSTRUCTION UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. USE UNLESS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL CERTIFIED BY A GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE PROFESSIONAL LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 lbs/sgft 130 (mph) C SEVERE S-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 c NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT ANG VENTILATION REQUIREMENTS. DESIGN CRITERIA TABLE 1607.1 - continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, " PRESCRIPTIVE DESIGN AND MI !MUM CONCENTRATED LIVE LOADS 9 ALL STRUCTURES TO CONFORM WITH THE 2015 INTERN,ATONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT OCCUPANCY OR USE UNIFORM CONCENTRATED SECTION 1609 WIND LOADS NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 INTErl .ATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 USES(s) AND OCCUPANCY CLASSIFICATION(s) 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS (psf) (pounds) 1609.1.2 PROTECTION OF OPENINGS UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE 'ANC RESCUE REQUIREMENTS. USE OCCUPANCY UNINHABITABLE ATTICS WITHOUT STORAGE 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT OR PROTECTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS UNINHABITABLE ATTICS WITH LIMITED STORAGE I. j' k OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTM E 1996 AND ASTM 1886 RESIDENTIAL R-3 (SINGLE FAMILY) 20 REFERENCED HEREIN AS FOLLOWS; NAILING NOTES: k 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET (9144mm) OF GRADE SHALL MEET THE ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL TYPE OF CONSTRUCTION (CHAPTER 6) HABITABLE ATTICS AND SLEEPING AREAS 30 REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1996. RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. TYPE GROUP BALCONIES (EXTERIOR) AND DECKS (e) 40 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9144mm) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL MISSLE TEST OF ASTM E 1996. V B ALL OTHER AREAS 40 EXCEPTION: NO SUBSTITUTIONS STAIRS AND EXITS 40 300f 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/6 INCH (11.1mm) AND All framing hardware shown On these plans, PROJECT: HEIGHT AND FIRE AREA ONE - AND TWO- FAMILY DWELLINGS MAXIMUM PANAL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET (10,058mm) OR unless otherwise indicated, is Simpson Strong-Tie. HEIGHT FIRE AREA FOR SI: 1 INCH = 25.4mm, 1 SQUARE INCH = 645.16 mm2, 1 SQUARE FOOT = 0.0929 m2 LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCCUPANCY. PANELS SHALL NO substitutions are approved or authorized. B � 1 POUND PER SQUARE FOOT = 0.0479 kN/m? 1 POUND = 0.004448 kN, BE PRECUT SO THAT THEY SHALL BE ATTACHED TO FRAMING SURROUNDING THE HEIGHT, BUILDING. 1 POUND PER CUBIC FOOT = 16 kg/M3 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE Due to the relationships of framing hardware to THE VERTICAL DISTANCE FROM GRADE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED e. THE CONCENTRATED WHEEL LOAD SHALL BE APPLIED ON AN AREA 4.5 INCHES BY WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO the other components of the structure, any framing PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA GUEST OUSE THE HIGHEST ROOF SURFACE 3 STORY 4.5 INCHES. RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH hardware substitutions will render these plans =12'-43/6" AS PER SECTION R202 AS PER TABLE 506.2 THE PROVISIONS of ASCE-7, WITH CORRISION-RESISTANT ATTACHMENT HARDWARE nUII and void and WIII result in the installer/contractor I. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED ���O���I® OF THE INTERNATIONAL RESIDENTIAL BETWEEN JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,716mm) OR LESS WHERE assuming responsibility for the design and IM CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF Vasd DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPH performance of the entire system. ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2. GLAZING IN RISK CATEGORY I BUILDINGS, INCLUDING GREENHOUSES THAT ARE 5160 INDIAN NECK LANE, OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT TOTAL HEIGHT FROM RIDGE TO GRADS 15'-9Ya" J. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED, THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL PECONIC, NY 11958 MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3. GLAZING IN RISK CATEGORY II, III OR IV BUILDINGS LOCATED OVER 60 FEET CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. LUMBER SPECIES AND GRADE ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN (18,288mm) ABOVE THE GROUND AND OVER 30 FEET (9144mm) ABOVE AGGREGATE AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLI.OWING STANDARDS ARE PERMITTED SUBJECT TO THE SCTM # 1000-9804-23 THE PLANE OF THE TRUSS SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) OF THE BUILDING SHALL BE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS PERMITTED TO BE UNPROTECTED. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: DRAWING TITLE: ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS THAN 30 INCHES 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - GENERAL NOTES ii.) THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. STRUCTUAL PANELS a,b,c,d 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS FASTENER SPACING (INCHES) NOTES: AREAS of STRUCTURE THAN 10 POUNDS PER SQUARE FOOT. FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. CRAWL SPACE NA K. ATTIC SPACES SERVERED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED < 4 FEET SPAN < 6 FEET SPAN < 8 FEET DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW CRAWL SPACE NA TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR HELD FIT. THE EX. BASEMENT NA ROOMS. NO. 8 WOOD SCREW- DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR EX. FIRST FLOOR NA BASED ANCHOR WITH 2 16 10 8 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW FIRST FLOOR NA INCH EMBEDMENT LENGTH FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. EX. SECOND FLOOR NA NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE NO. 10 WOOD SCREW- NA OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. BASED ANCHOR WITH 2 16 12 9 SEAL: DATE: NEW SECOND FLOOR INCH EMBEDMENT LENGTH NEW BALCONY NA LOFT NA Ya INCH DIAMETER LAGSCREW- OF NEIN July 01 7 )- BASED ANCHOR WITH 2 16 12 9 F O PROJECT N0: PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL INCH EMBEDMENT LENGTH © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. � O. B,q, �.f 1014-2017 ATTIC (HOUSE)( ) NA ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED „ '�A ATTIC (HOUSE)(b) NA -. -S' DRAWN BY: RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. UNDER FEDERAL COPYRIGHT LAW. ,;'i, ^ a GARAGE NA NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS PLANS MAY NOT BE REPRODUCED WITHOUT �` * BDK ATTIC (GARAGE)(c) OF TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s WRITTEN AUTHORIZATION. � :�,_„-� � HECKED BY: BONUS ROOM NA INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. - �v SCREENED PORCHES NA (SEE PAGE A102 FOR DETAILS). a. This table is based on 140 mph wind speed and a 45-foot mean roof height. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF m2 '.-XmX611 d' SHEET NUMBER: NA b. Fasteners shall be installed at opposing ends of the wood structural panel. KEHL DESIGN ASSOCIATES, LLC. F 081868 SUNROOM PP g p � NEW DECK NA Fasteners shall be located a minimum of 1 inch from the edge of the panel. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �ROFESSIONP� COVERED PORCHES NA c. Anchors shall penetrate through the exterior wall covering with on embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN G 1 COVERED ENTRANCE NA length of 2 inches minimum into the building frame. Fasteners shall be located PROOF OF PURCHASE. OLD GUEST HOUSE AREA 415 SQ/FT o minimum of 2Y2 inches from the edge of concrete block or concrete. OLD COVERED PORCH TO BE REMOVED 133 SQ/FT d. Where panel are attached to masonry or masonry stucco, they shall be attached Acceptance of these drawings does not authorize the right to build without NA SQ/FT using vibration resistent anchors having a minimum ultimate withdrawal capacity the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF NEW GUEST HOUSE AREA of 1,500 pounds. of Health Services, Town Building Departments, DEC, FEMA, etc. ACCESSORY STRUCTURE NA Verify all conditions, codes, and requirements with such agencies prior to construction. © KEHbDESIGN•ASSOCIATES,uc (a) WITHOUT STORAGE (b) WITH STORAGE SIMPSON STRONG-- TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION �j USE A MINIMUM OF � G /.- /✓ /��<'✓,:�-� "' TWO 8d NAILS THIS - M TS20 LTS20 PROVIDE 1 HGA10KT ON 'DZUG—FIR LARCH FINE UPLIFT SIDE OF TRUSS. O i,. So. �, 0 AND ON SIDE OF RAFTER ALLOWABLE LOADS 2 LOAD . SIDE OF CEILING JOIST FASTENERS LATERAL WITH TOTAL FOUR MODEL GA UPLIFT UPLIFT dxq, CODE (133/160) So NO. TO AVG NAILS Sd NAILS REF. INTO TRUSS. TO RAFTERS/ pLAOTES STUDS ULT. (133) (160) F F2 iro) STU "— TRUSS — NOTE: REFER TO SIMPSON WOOD CONSTRUCTION SIMPSON TAKE—UP WASHER H7 16 4—Sd 2—Sd 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES • residential & commercial design . consulting H6 16 8-8d 8—Bd 3983 915 950 650 5, 44 DIMENSIONSFASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ARTR"x12 °° o P0.Box 1675 phone: (631(433-9084 TWb o • (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE Sd NAILS o / AVGINTO ` Southold,New York 11971 E-Mail: ssbn654@optonline.net MODEL GA ULT. LFTA' EFTA REF. PLATESp• o N0. MAX. CLEAR L QTY DIA 14" 2" 24' 3" 3I" 1 2" 21" 3" 34" SP4 Kehl Design Associates,LLC•formerly D A K Associates,LLC WIDTH PAN EIGHT Sd NAILS INTO LFTA 16 2�" 17" 3g�"16-10d — 4200 1205 1400 5, 44, 85 STUD ° OWNERSHIP & USE OF DOCUMENTS: S2 ALLOWABLE UPLIFT LOADS a FIR LARCH / S0. PINE FASTENER °° These drawings and specifications including the MODEL L AVG 10d 1Dd x 11" CODE . ° lOd 10d x 1}" (133 / 160) (133) (160) Ideas, design and arrangements represented ASSOCIATES, LLC. No part thereof shall be No. ULT. REFLFTA LSTA21 °° therein, are the property of KEHL DESIGN Simpson Strong—Tie ° HGA10 copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 o with any work or project other than for which °° DETAIL "'K" they have been prepared without written consent. MTS20 20 14-1Od 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 i� _�p REV: LST20 2p 12-10d 12-10d x 1�" 2383 775 720 720 3, 41 CNW DETAIL "E"� °° STU 5"— MAY 6, 2018 COUPLER NUT 8 Equal number of SIMPSON DOUG—FIR—LARCH specified nails in °° TAKE—UP WASHER TYPE OF DIRECTION S0. PINE CODE ALLOWABLE LOA F3 REF. MODEL CONNEC— OF LOAD FLOOR ROOF (;133/ N0. TION (100) (125) 1160 each end I•; Simpson Strong—Tie G 515 645 670 CS16 AR Tg-"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAEL "H" H 515 645 670 MATERIAL DIIMENSIONS FASTENERS ALLOWABLE TENSION LOADS''2'9(DF/SP) (133) HOEDOWN HOLDOWN ARTR'x12 DEFLECTION DEFLECTION CODE STUD MODEL MACHINE AVG LENGTH OF BOLT M AT HIGHEST AT HIGHEST REF. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE o0 N0. BASE BODY a s e BOLTS LOAD DESIGN GA CA HB SB W H B SO CL DIA DESIGN WHEN RAISED OFF ° o QTY DIA 1�" 2" 2�" 3" 32" 5�" LOAD THE SILL PLATE o 0 HD2A 16 12 4A" 2}" 2J" 8" 2tias 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 o 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS N0. AVG OF SP ODE W L STUD PLATE ULT. (133)2 / (160) R SP4 3A" 7}" —10d x 1i-1- 12917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA yy L NAILS Epp R (133) (160) REF. °O WORK NOTES: LSTA21 20 1 21 16-10d 905 1205 1295 7, 40, 90 ° 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS 1000R (133) (160) REF. Simpson Strong—Tie STU g"— MSTA24 18 1 " 24 18-10d 1025 1370 1640 1 7, 40, 90 1 LU S46 TOTAL ALLOWABLE TENSION LOADS NAIL CODE SIMPSON NOT FOR MODEL L FASTENERS TAKE—SPACING REF. HD2A TAKE—UP WASHER N0. (LENGTH ESD GA CUT LENGTH (TOTAL) (100) (133 / 160)(100) IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong—Tie OF ROLL CONSTRUCTION CS16 150' 14" 16 CLEAR SPAN +3'1" 28-8d 1235 1650 2J" 7, 4D, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS DN. — IR AR N A wA AD ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL, F MNODEL CA HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES �� e� CERTIFIED BY A W H B 10d 1sd ULT (133) (160) tOd 16d 1od 16d 1od 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS45 18 3 " 4J" 2 _ 4-16d 4-16d 6076 1140 1160 1000 1150 — 1250 7, 40, 127 DETAIL "I" CN U P HUS210-2 14 3b" 9W 2 8-16d 8-16d 6076 1755 2105 — 1650 — 1900 2065 1, 36, 84, 122 COUPLER NUT PROFESSIONAL ART 'x12 S U DOUG—FIR LARCH/ PIN A WA A FASTENERS UPLIFT LATERAL CODE SIMPSON ENGINEER MODEL AVG UPLIFT (133/160) REF. TAKE—UP WASHER NO. GA ULT. TO RAFTERS TO PLATES TO STUDS (133)—T(160) F F2 160 HGA10KT 14 4—SDSJ"x14" 4—SDS}"x3" _ 1523 435 435 1165 940 USE A MINIMUM OF SP4 TWO 8d NAILS THIS CNW— SIDE OF TRUSS. COUPLER NUT SP4 TOTAL FOUR SE A MINIMUM OF 8d NAILS TWO 8d NAILS THISSTU gg INTO TRUSS. SIDE OF TRUSS. MTS16 MTS16 SIMPSON LSTA21 SIMPSON ANCHOR BOLTS TOTAL FOUR /+ ® HD2A TAKE—UP WASHER Strong—Tie 8d NAILS LSTA21 HUS210-2 PROJECT: INTO TRUSS. BRANCH SWO AILS ° oo F1 i GUEST HOUSE TWO ' RENOVATION INPLATES °0° EIGHT ° Bd NAILS NAILS INTO ° DETAIL "A" INTO STUD Simpson Strong—Tie PLATES H7 EIGHTBd NAILSU-4/__ DETAIL "D" DETAIL "G" DETAIL "J" 5160 INDIAN NECK LANEINTO , STUD Simpson Strong—Tie H7 ;o Simpson Strong-Tie EFTA ROD SYSTEM DETAIL "Ll' PECONIC, NY 11958 LFTA SCTAP I # 1000-98-04-23 EFTA DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS NO SUBSTITUTIONS Ridge Strapping All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong—Tie. Bp RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 LSTA30 No substitutions are approved or authorized. DRAWING TITLE: V-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft, Due to the relationships of framing hardware to the other components of the structure, any framing SIMPSON WINDLOAD 1'—D" DEEP POOL x 6' DIA. = 22.3 cu.ft, per vertical ft. 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. hardware substitutions will render these plans null and void, and will result in the installer/contractor V-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft, assuming responsibility for the design and performance of the entire system. CHARTS & CALCULATIONS l ROOF AREA = 693 sq/ft / STRONG - TIE DETAILS NOTE: & ROOF DRAINAGE V = A x R x c ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE LTP4 CALCULATIONS AND I ' A = 693 sq/ft ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS LTP4 R = 2" RAINFALL = .17 ft ALL PLUMBING TO BE IN ACCORDANCE WITH STATE AND LOCAL CODES PLUMBING RISER DIAGRAM LTP4 C = COEFF. = 1.0 NOTES: �� �� V = 693 x 1 x .166667 = 115.5 C•f. 3" THROUGH ROOF ROOF- THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL C DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Strong—Tie ' PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALLSlm Simpson 115.5 / 42.25 VERTICAL FT. / FT = 2.734 V.F.VF FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Floor-to-Floor Connectionsn DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR USE (1) 8 DIA. POOL 3-0 DEEP = 3 V.F. PLUMBING SCHEMATIC UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Ridge Strapping FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. POOLS TO BE PLACED ON OPPOSITE SIDE OF Detail SEAL: DATE: HOUSE AND/OR LEADERS TO BE PIPED TO 3 2July 5, 2017 LTP4 DETAIL "B" OF NEty PROJECT NO: LTP4 POOLS (1/2 OF THE ROOF TO DRAIN TO EACH 3" �P�� o. a y°�' 1014-2017 Simpson Strong-Tie POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC 2.. 2" �o� gR�9DRAWN BY: Floor-to-Floor Connections SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). BATHROOM '* B D K 2 G l � I CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA 3" 2' - CODE UPDATED WITH THE 2016 [UNIFORM CODE SUPPLEMENT. WHERE TRAFFIC IS TO BE PRESENT, Og 86a SHEEI NUMBER: O � AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE Z 2 2„ 1St FLOOR �ROFESSIONP� LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH IF MULTIPLE POOL SYSTEMS ARE USED G2 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. ON EACH SIDE OF THE HOUSE THEN S`� S��c�' 1. AF&PA WOOD FRAMED CONSTPUCTION MANUAL (WFCM) THEY ARE TO BE CROSS-CONNECTED 3" 3 4" F.A. VENT 6" ia' �'� .. DOB NUMBER: OF ABOVE GRADE 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING - NOTE: THIS IS A PRE-EXISTING ACCESSORY STRUCTUREC.O, C.O\' , 4-'t.O. PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) THEREFORE IT IS NOT INCREASING THE RUN-OFF3 3 ON THE PREMISES. 3 4,. 4" CI TO SCWA APPROVED SEWERAGE SYSTEM © I�IIIrDESIGN•ASSOCIATES,u.0 3, ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) HOUSE TRAP %%�j/�/ )/7 /;' lrpm C B A CB _ _ 4 301 301 301 301 341 Jul KEHL DESIGN ASSOCIATES �.c 34'-44" T ICU residential &commercial design . consulting Line of Bathroom Floor Modifications CW14 3" P0.Box 1675 phone: (631 433.9084 _ A351v SM, A351v AX351v Southold,New York 11971 E-Mail: ubri"optonline.net �- " WC — —T W15 SWin S M SHELF Kehl Design Associates,LLC®formerly D A K Associotes,LLC Provide 8"CMU i v i Provide 8"CMU o D DW. LS 24 //'l/%%%" I%//Jii//%%""' D//�/�/%/' ` Foundction on Line of I CD _ Foundation on .o 6 OWNERSHIP & USE Of- DOCUMENTS: 16"x8" Conc. Ftg. Bathroom i 16"x8" Conc. Ftg. I Floor Modifications 30 PROVIDE QUARTZ These drawings and specifications including the i l i y COUNTER TOPS ideas, design and arrangements represented LINE OF SOFFIT I AS PER OWNERS therein, are the property of KEHL DESIGN L 1 - Bm. Poc. �„ „ SPECS ASSOCIATES, LLC. No part thereof shall be 4E I ExistingL Existing ° Existing- Existin ° — ^j EXISting I �; copied, disclosed to others or used in connection Bm. Poc. (3)2x8 Girder (3)2x8 Girde (3)2x8 Girde (3)2x8 Girder L� N Bedroom o , N with any work or project other than for which T they have been prepared without written consent. � � � fisting � � 4" Provide 8"x16" Provide 8"x16" i N Provide 8"x16" c� e 4 4.. 4,. Kitchen I� Cone. Pier On Conc. Pier On i of `K Conc. Pier On 2'x2''x1' Conc. 2'x2'x1' Conc. 1 Line of 2'x2'xt' Conc. Existing ui W21 E�asting Living L� REV: Footings. Footings. X n Bathroom Footings. X Bathroom � Room 1 w Floor Modifications w AW30 MAY 6, 2018 i Provide 8"CMU L____-- - -—J IJ N24D Foundation on WAttTOSEREMOVED _ =WAU=BE--REMOVED�— 16"x8" Conc. Ftg. — — — F- CW14R 0 Provide 8"CMU °co Provide 8"CMU Hose Foundation on u` Foundation on Dinnette v Bibb 4., J © 1 4„ 4„ Hose C �/ 16"x8" Conc. Ftg. J 16'x8' Conc. Ftg. Blbt) V o � Closet n Provide ExteriorTL — door access to — — CW14L 3" CW14R LINE OF PORCH TO BE ENCLOSED FWG80611 CW14R Crawl SpaceSlP — (32"x16") Provide 8"CMU SM, Foundation on 16"x8" Conc. Ftg. C B A C B A Jul 301 301 301 301 301 WORK NOTES: 3'-9' 26'-7" 41 34,—44 Patio Area Patio Area Top Of Patio Flush With Grade Top Of Patio Flush With Grade COTTAGE FOUNDATION PLAN- NOT FOR SCALE: 1/4"= V-0" CONSTRUCTION COTTAGE FURNITURE PLAN USE UNLESS USE BY C B A SCALE: 1/4"=1'-0" PROFESSIONAL s� X301 8301 301 ENGINEER 4'-44„ 15'-10" 8,-14., 4,-7„ All Walls in Shower to be Provided with Solid Blocking as per Detail 31, CW14 -KN A351V SM. A351V AW351v KN ile all wall W15 W o S Tile Tile 2x6 Studs a Ceil• g = cn S inl S N/C24 '�� NM 3,,, Provide (4) OI II wall all walls c� CDX ahiWlaalp 3 „ in o e I 2 Radius Shelves DW. LS 36 an C ing l> and Ceiling I Ing fo 4 PROJECT: in the Bedroom Shiplap � all-in S 30 Quartz in e 2 x 2 Batton s Wall p � � throb rs � 14� Shower Half Tops hoover Shower all — in Sho r BRANCH Existing Bathroom 4 Wall 17' co m 3 „ 2 x 4 Studs oII — in Sho r N 3 " Bedroom Floors---__. S�� Glass Shower Half N Blocking o c k i n f o r Lite 1„ Wall and 27" Door Existing , g GUEST HOUSE 1x6 INC Pine L1J 3� Kitchen Shower Door Blocking for Blocking for Flooring -24 To1x6 INC Pine W21 I 14 i Grab Bars 1 Flooring Sting shower Glass RENOVATION Existing � ;� Shi la Living and Hand in the Walls Bedroom Bathroom �shiplap Room I $W30 i x i Blocking for 5160 INDIAN NECK LANE, 12�68 Poo 'Quartz Wall 24D 45 stacked Towel Bar D p � above Toilet WAIL TaBE REMOVEC� _ ALSO K:KMOVI i Towel Bars Insure Floor Joist s PECONIC NY 11958SYCW14R, 1 00 7 are Clear Toilet Plumbing SCTM # 1000-98-04-23 3 " 1xFl Novi Pine N72" iv Lite Flooring 2868 U L J Floor: Tile Provide HVAC DRAWING TITLE: —7'—243"' N Closet 5," — 1 4' o 3 Vent Under 3'-,04" 2 w " Existing 0 AS NOTED CW14L 3" CW14R ��; FWG80611 ;� CW14R ^� Cabinet SM. Provide a shoe shelf Bathroom across the floor of the closet Provide Vanity dight 3" 1 -8$" 3'-11" 13'-24 -94 2 '-8' 868 Poc. Above Mirror NOTES: 2868 P o C.I.I. Door THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 3'-94" 26'_7„ 4' DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE D Vanity Mirror PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 34'-44 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND DR ADDITIONS BASED UPON COMMENTS NOT Blocking for FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. C B 1 A Hand Towel SEAL: DATE: July 5, 301 301 + , 301 B a r PROJECT N0; 2017 BATH DETAIL PLAN o Patio Area Patio Area �Pof NEt4�r 1014-2017 0, a DRAWN BY: Top Of Patio Flush With Grade Top Of Patio Flush With Grade SCALE: 1/2"= 1'-0" o����� 1 ��1 BDK EXISTING WALL OR FOUNDATION CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL r = . 8' WALLS CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE C) !� SHEET NUMBER: COTTAGE FLOOR PLAN PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE s c� LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �A 08186$ Al 02 SCALE: 1/4'V-13" NEW WALLS TO ROOF THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �OFESSIONP PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. S/1 �. / / 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) � DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such a igEHL-DESIGN-ASSOCIATES,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. i ,2 Roof ng MIL DESIGN ASSOCIATES U L LJ VII !' III I 8+/ Pitch residential &commercial design . consAng ' Lw LILLLIL-ii Li VIII' LLJILLWU 11411-1-111 11 11 11 11 111 11 11 ITIL-11-mi 11 1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1 111 1111 11 111 H 1111 11 111111 111111 P0.Boz 1675 phone: (631)433-9084 Southold,New York 11971 E-MoB: ssbn654�opfonrne.net Kehl Design Associates,LLC•formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMEN1S: LLIUL N These drawings and specifications including the CW14 NLiLLL L LIQ ideas, design and arrangements represented CW14 LaL ILI CW14 CW14 611 therein, are theproperty of KEHL DESIGN I II ASSOCIATES, LLC. No pat thereof shall be copied, disclosed to otheILL Ell: rs or used in connection l L with any work or project other than for which they have been prepared without written consent. I11111i III, ii iIT LJ REV: MAY 6, 2018 NEW WEST / FRONT ELEVATION_ EXISTING SOUTH / SIDE ELEVATION SCALE: 1/4"=1'-0" SCALE: 1/4"= 1'-0" Existing 12 —LLLILI Roof $+/_ Pitch I WORK NOTES: f J L 1 L IL L , V I I I✓; x Jl LllL11i Ll llLILU � L LLI LL �� LLL L1TLLLLL I I ' I �u NOT FOR N 11 -ILLILULLIL11 N 31 1LLL1 31 31 ILIIILIIILIIIILIIII LIIUIIII � III �IIIII_IIIII_III CONSTRUCTION LLALLLLLLLJI L_I II LI III LI II � I II JL lAiLH-LLLULLILL LL 111J LLL 11 U U U U U U J U iJ U U U CW14 UILLULILLLL1 ll u u II 1 �_t USE UNLESS LLT�tLi1 CERTIFIED BY A 11-L LiLLL11 111 L II II �llLlIJLl�1�LLLI�IyI�IJII�I II II II 11 II II�I II II�I II II II I1 I�II �I 11 �I III II III 1I �I I1 II�J � PROFESSIONAL ENGINEER NEW EAST / REAR ELEVATION- EXISTING NORTH / SIDE ELEVATION_ SCALE: 1/4"=1'-0" SCALE: 1/4"= V-0" PROJECT: BRANCH GUEST HOUSE RENOVATION 5160 INDIAN NECK LANE, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL RESIDENTIAL CODE PECON IC, NY 11958 N1102.1.2 (R402.1.2) Insulation and Fenestration Criteria SCTM # 1000-98-04-23 The building thermal envelope shall meet the requirements of Table N1102.1 based on the climate zone specified in section N1101.7 DRAWING TITLE: N1102.1.2 (R402.1.2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT CLIMATE FENESTRA SKAb GLAZED CEILING WOOD MASS FLOOR � Ec AS NOTED ONE UFOb UFCoRFENESTRATION RVALUE FRAMWALL WALL RAW WALLL R-VALUE SPACE SHGC b,e R-VALUE R-VALUEi R-VALUE &DEPTH R-VALUE 4 EXCEPT MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2ft 10/13 NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE For SI: = 1 foot = 304.8 mm PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL a. R—values are minimums. U—factors and SHGC are maximums. When insulation is installed in a cavity which is less FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE than the label or design thickness of the insulation, the installed R—value of the insulation shall not be less than the DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT R—value specified in the table. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. b. The fenestration U—factor column excludes skylights. The SHGC column applies to all glazed fenestration. EXCEPTION: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where SEAL: DATE: the SHGC for such skylights does not exceed 0.30. July 5, 2017 c. "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the OF NEIN PROJECT N0:P�� y0 interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the Cb �� O. 8'q� 'S'� 1014-2017 basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13' means R-10 continuous �� �1,� s, DRAWN BY: insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. * * BDK �y ! CHECKED BY: d. R-5 shall be added to the required slab edge R—values for heated slabs. Insulation depth shall be the depth of the Ir footingor 2 feet, whichever is less in Zones 1 through 3 for heated slabs. DESIGN CRITERIA ANID CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL n �:•`, 2� g CODE UPDATED WITHI THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARES, � SHEET NUMBER: e. There are no SHGC requirements in the Marine Zone. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT SOA �8186a ��' q LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ROFESSiONP� A201 f. Basement wall insulation is not required in warm—humid locations as defined by Figure N1 1 10.10 and Table N1 101.10 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE J g. Or insulation sufficient to fill the framing cavity, R-19 minimum. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. -�/� g h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) �' DOB NUMBER: OF plus R-5 continuous insulation. 2.AIS1 STANDARD FOIR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization i. The second R—value applies when more than half the insulation is on the interior of the mass wall. PRESCRIPTIVE METHiOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ©M-DESIGN•ASSOCIATES,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction, KEHL DESIGN ASSOCIATES �c residenifd & commercial design . consulting P0.Boz 1615 phone: (631)433-9084 12 Existing 12 Existing Southold,New York 11971 E-Mail: ssbn654@optonfine.net Roof 12 8+/- Pitch oof 14"X 9 " LVL Truss Ridge 8+/ Pitch Kehl Design Associates,LLC*ffo�rym�edy DJ A K Associates,LLC y� 6+/- New 2x10 Rafters 1 J"X 9j" LVL Collar Tie 12 New 2x10 Rafters OWNERSHIP & USE OF DOCUMENTS: New Asphalt Roof Shingles 6+/- F_ New Asphalt Roof Shingles (Match Existing Roof on Main House) 1i"X 9�" LVL Ridge Post (Match Existing Roof on Main House) These drawings and specifications including the ideas, design and arrangements represented New New 15 felt therein, are the property of KEHL DESIGN New /a'34" felt 2x8 Tie 3 ASSOCIATES, LLC. No part thereof shall be Roof Sheathing New /4' Roof Sheathing copied, disclosed to others or used in connection with any work or project other than for which Plywood Soffit R-49 Spra Foam Ins. Plywood Soffit R-49 Spra Foam Ins. they have been prepared without written consent. R-21 Spray Foam Ins. R-21 Spray Foam Ins. REV: Plywood Sheathing Plywood Sheathing I 0 3 MAY 6, 2018 _ o 0 2x4 Top Plates 18" R&R Red Cedar Shin les �,", o 18" R&R Red Cedar Shingles --bo - -a g (Match Existing Siding on Main House) j Plywood Sheathing (Match Existing Siding on Main House) I rn =N : I o 18' R&R Red Cedar Shingles I o I o I 0 a a 0 0 2x4 Shoe 3/4" SubFlooring2x4 Shoe 2x6 ACQ Sill 2x6 ACQ Sill 2x6 ACQSill SubFloorng l � 3/a" 5/8"x 18"Anchor Bolt 32"oc. 2x6 Floor Joists (1;1 16 oc. 5/8"x 18"Anchor Bolt 32"oc. %"x 18"Anchor Bolt 32"oc. 2x6 Floor Joists @ 16 oc. Existing Existing (3)2x8 Girder (3)2x8 Girder Provide 8"CMU Provide 8"CMU Provide 8"CMU Foundation on Foundation on Foundation on 16"x8" Conc. Ftg. 16"x8" Conc. Ftg. 16"x8" Conc. Ftg. Min. 3'-0" Below Provide 8"x16" Min. 3'-0' Below Min. 3'-0" Below Final Grade Conc. Pier On Final Grade Final Grade 2'x2'x1' Conc. Footings. NEW CROSS SECTIONTRUSS DETAIL WORK NOTES: A SCALE: 1/4"=1'-0" SCALE: 1/4"= 1'-O" NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY A 12 Existing PROFESSIONAL 12 E�asting 8+/- Roof 8+/- Roof Pitch ENGINEER 12 Pitch 12 6+/-F_ New 2x10 Rafters 6+/- New 2x10 Rafters New Asphalt Roof Shingles New Asphalt Roof Shingles • (Match Existing Roof on Main House) (Match Existing Roof on Main House) New 15# felt New 15# felt New 3/4" Roof Sheathing New 3/4" Roof Sheathing R-49 Spra R-49 Spray Foam Ins. Foam Ins. Plywood Soffit "�a Plywood Soffit---/ R 21 Spray Fo I s. —R--21 Spray Foam Ins.- 18" R&R Fled Cedar Shingles 3 � 18" R&R Red Cedar Shingles 3 � PROJECT: (Match Exilsting Siding on Main House) o ��� Rubber 2x4 Top Plates a Membrane (Match Existing Siding on Main House) _ 2x4 Top Plates Typor House Wrap C ^ I 2"Mud Plywood Sheathing Typar House Wrap N �I Plywood Sheathing BRft 'Am C Y2"CDX Sheathing o W IL 4 i Y2 CDX Sheathing �o � I �� ��� �®��� 2x4 Studs Q 16"oc. a ' D 2x4 Studs ® 16"oc. o Fo- 2x4 Shoe iset 3 -6 7Y4"LVL Floor Joists @ 16"oc. 2x4 Shoe1x6 NC Pine Foo n Tile Boar LVL Box Bm. 3/4" SubFlo Ing J"CDX 2x6 ACQ Sill LVL Box 3/4" SubFlooring 3/4" SubFlooring 2x6 ACQ Sill RENOVATION Bm. 100\ 5/e"x 18"Anchor Bolt 32"oc. x oar ois s oc. 5/8"x 18"Anchor Bolt 32"oc. 2x6 ACQ Sill 2x6 ACQ Sill R-19 Existing 5160 INDIAN NECK LANE 18"Anchor Bolt 32"oc. R-19 "x 1 J9�" LVL Floor Joist 5/s"x 18'Anchor Bolt 32'ac. R-19 (3)2x8 Girder PECONIC NY 11958 Existing Sistered next to Existing (3)2x8 Girder Floor Joists to Provide Tapered Floor in Shower. SCTM # 1000-98-04-23 Provide 8"CMU Provide 8"CMU Foundation on Provide 8"CMU Foundation on Provide 8"CMU Provide 8"x16" 16"x8" Conc. Ft Provide 8"x16" Foundation on 16"x8" Conc. Ftg. Foundation on 9• DRAWING TITLE: Min. 3'-0" Below Conc. Pier On 16"x8" Conc. Ftg. Min. 3'-0' Belowonc. Pier On 16"x8" Conc. Ftg. Final Grade 2'x2'x1' Conc. Min. 3'-0" Below Final Grade 2'x2'x1' Conc. Min, 3'-0" Below Footings. Final Grade Footings. Final Grade AS NOTED NEW CROSS SECTION NEW CROSS SECTION B c SCALE: 1/4"= 1'-0" Oil SCALE: 1/4'=1'-0" 0 NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: July 5, 2017 qF NE(ry PROJECT NO: ,�ptF 0 r0,f, 1014-2017 � ��� 8,q DRAWN BY: i yA BDK CHECKED BY: DESIGN CRITERIA ANID CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL C COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE �` -c�fp CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. SHEET NUMBER: -yam �� AS AN ALTERNATIVE' TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT `�<�A 081868 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF RpFF yoNP� A301 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 5�/< 1 DOB NUMBER: OF 2.AIS1 STANDARD FO?R COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such p KBM.DESIGN•ASSOCIATES,uc 3. ICC STANDARDS (ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction.