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HomeMy WebLinkAbout7029 . r CHECK BOXES AS COMPLETED 4,19 ( ) Tape this form to outside of file _ ( ) Pull ZBA copy of ND � Q a O ( ) Check file boxes for 0 Q ( ) Assign next number N outside of file folder ( ) Date stamp entire o M - -0 o o (n o o file number _v x -4. C:) CD o CD ( ) Hole punch entire u a � 0 o (before sending to T 0') Z � m ( ) Create new index ca co n C7 ( ') Print contact info & 0-) ( ) Prepare transmittal ( -} Send original applies to Town Clerk ( ) Note inside file foidi and tape to inside of ( ) Copy County Tax Mi Neighbors and AG h ( } Make 7 copies and l ( ) Do mailing label 0 CO 70-5D �j 0 (off 9 f - S4 'n'r `'`c ' I salt s ot, FuCw 1-4, �� 7o 02� .�- l�-ze -� as �a- if � td� Al oy'Jk- w4-v &o as Our It" a-ecy, z-j4/*m �& +/- i,D 17 tirla Wlc,cr-J 9 r 1 BOARD MEMBERS �F S®!/T Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 h® l0 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Q Town Annex/First Floor,Capital One Bank Gerard P.Goehringer �® • �® 54375 Main Road(at Youngs Avenue) Nicholas Planamento c®u1 ,� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064RECEIVED -q16:y3 aXvV FINDINGS,DELIBERATIONS AND DETERMINATION &.JIIUI 1 920]7 MEETING OF JUNE 15,2017 ZBA FILE: 7029 outhold Town Clerk NAME OF APPLICANT: Carl Stepnowsky PROPERTY LOCATION: 500 Tucker's Lane, Southold,NY SCTM: 1000-63-5-3 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 3, 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: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The applicant's property is a non-conforming 21,780 sq. ft. rectangulaf lot located in the R40 zoning district with 110 feet road frontage on Tucker's Lane on the south side of the lot. The east side, bordering a residential neighbor, runs 200 feet perpendicular to the road with the north side of the lot measuring 110 feet abutting lands of Beavan. The west lot line, also shared with Beavan, is equal to the eastside lot line and runs 200 feet in length. The lot is improved with a two-story, wood frame residence, set back 22.2 feet from the road with"an enclosed front porch and rear wood deck. The west side of the house is 21.5 feet from the property line. Additionally, there is a vinyl sided, wood frame garage building with a second story wood deck and stairs set back 7.5 feet(deck amended to 8.5 feet) from the east property line. The north lot line is 32 feet from the edge of the deck addition of the garage. The property is described as being lot 7 and part of lot 8 of the Huntinghurst subdivision filed May 13, 1914 as recorded on the survey prepared by Frank Barylsky, Land Surveyor,November 16, 2016. BASIS OF APPLICATION: Request for a Variance under Article III, Section 280-15 and the Building Inspector's October 5, 2016 Notice of Disapproval based on an application for a permit to legalize an "as built" deck addition to an existing accessory garage converted into an "as built" accessory apartment; at: 1) less than the code required minimum side yard setback of 10 feet; at: 500 Tucker Lane, Southold,NY. SCTM#1000-63-5-3. RELIEF REQUESTED: The applicant requests a variance for a permit to legalize an"as built"wood second story deck to an existing accessory building that will result in a side yard setback of 8.5 feet where code requires a minimum of 10 feet. Page 2, June 15, 2017 #7029, Stepnowski SCTM No. 1000-63-5-3 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 1, 2017 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law X267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood has developed and evolved over the past one hundred years with a variety of housing styles, uses and accessory buildings. The applicant's garage (a renovation to an earlier accessory structure) has been in existence for over 20 years and is located 7.5 feet from the east lot line without any prior issue. The as built second story attached deck is not visible from the road but is visible to the Long Island Rail Road, will have little or no impact on the lives of area residents. 2. Town Law V67-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. The accessory building was built in 1991 under Town of Southold Permit #20022 with a non-conforming side yard setback; so any addition that extends the subject dwelling along the existing side yard will require variance relief. 3. Town Law X267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 15% relief from the code. However, the second story attached deck a is "as built" and has a side yard setback that s slightly more conforming than the existing dwelling. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel in the Zoning Code in effect prior to or at the time of purchase. 6. Town Law V67-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second story deck with stairs on an accessory building while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Planamento, seconded by Member , and duly carried,to GRANT the variance as applied for, and shown on the drawings prepared by Kehl Design Associates, LLC, dated December 6, 2016 and signed and stamped on June 14, 2014 by Robert O. Barratt, and the survey prepared by Frank Barylski, LS, dated November 16, 2016. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The Board will ask the building inspector to inspect the vent located at the top of the landing of the exterior second floor deck stairs to the west side of the structure, and determine whether the vent is code conforming. If not, the applicant will be required to move the vent to a code conforming location prior to the issuance of a certificate of occupancy. 2. The "as built"second story deck addition and stairs shall remain open to the sky. Page 3, June 15, 2017 #7029, Stepnowski SCTM No. 1000-63-5-3 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. Vote of the Board: Ayes: Members Weisman (Chairperson) Dante, Goehringer and Planamento and Acampora. This Resolution was duly adopted(5-0). f,& �'N " &&"' Leslie Kanes Weisman Chairperson Approved for filing & //// /2017 SURVEY OF: PROPERTY LOCATED AT SOUTHOLD �� LOT 7 & P/0 6 AS SHOWN ON MAP OF HUNTTINGHURST RECEIV D FILED: MAY 13, 1914: FILE No. 612 DEC 0 8 2w TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK ZONING BOARD OF pppLIALS S.C.T.M. # 1000-63-5-3 SCALE: 1"=30' NOTE: THE EXISTENCE OF RIGHT OF WAYS. WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. T LAND N/F ELISAETH FINAL MA ' s KEITH BE AVAN REVIEW ` �A SEE r ►� DA` �J J�l.a�1Z S 66. L 770.0o?0'' F O�v STONE MON. 0 � � 22e DECK LOT 8 ,� 36 o popTY O 2SeCk ti0 D� O NO °ry 0 FRAME M O GARAGE O g c'/ ry H - - - — ---- - -- -- - -- � - - - -- - - 263 - c�a• O D� 27 S' too, ryN0' k ° cZ M O Vol ry ~N 2e9 ry m aOQ� P/O LOT 6 % 7 ��/ FN 26S �t� 2 p•0. 0�0'J� O N ~ POLEO/- - -- - cy. QZ ` r N-66 FpG�p110 00'20 C STONE M.H.C. MON. ®�- NE Al Nk j BAR -�' C.) �- � o �j 0� ¢v, UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION "s 4427'% OF SECTION 7205 OF THE NEN YORK STATE EDUCATION LAN. LAND G COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED ® ® J OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. t./�N GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL SURVEYED B Y INSTITUTIONS OR SUBSEQUENT OWNERS FRANK BARYLSKI LAND SURVEYING RIVERHEAD, NY 11901 PHONE 631-727-1730 FAX 631-264-369' FB 1382 NOVEMBER 16, 2016 GENE _ JTES. SAFETY NOTES.RESIDENTIAL RENOVATION&CONSTRUCTION CONT R A C T O R N 0 T E S J General Notes. 1. GENMAI.L ALL WORK TO DE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD,NEW YORK.2015 INTERNATIONAL ESIO?NWL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT,AND REGULATIONS OF OTHER AGENCIES HAVING JURtgCO. vM GENERAL NOTES. wood. 1. NI oWde to be SPF/2 or bet6er,and all other structural rood to be Douglas Fir/2 or better. 2. FIRE SAFETY! 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUIMU,SUFFOLK COUNTY.NEW YORK,2016 A.ALL BwLDINO MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A rte KEM DESIGN ASSOCIATES,uc INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT.FIRE DEPARTMENT RULES AND REGULATIONS. 2. All structural wood shall be M accordance with the national!design spocKcabono for rood construction-10ted O"On. B LOCKED AREA ,me-,nay a am.,,.amaaaa a e.araa UTILITY COMPANY REOIR$MENTS.AND THE BEST TRADE PRACTICES. C.ALL ED MATERIALS TO DE STORED IN AN ORDERLY FASHION 2, 3. Nailing schedule shall be in accordance with the spoI code. ". EFORE fIMMENCING WORK,THE CONTRACTOR SHALL FILE ALL RETIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT 4. Pre-manufactured trusses. D.ALL FIA MOBLE MATERIALS TO BE KEPT 70MY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO Box ICS 0000 18110-M AND PGS, L FEE ALL REOUIRED INSURANCE TNG CERTIFICATES WITH THE DEPARTMENT'SOUTHOLD. OF BUILDINGS,WTAM ALL REQUIRED PERMITS, a. NI truest shall be'shaped'as shown on arehR.dthaW Groes sections. SWtd:LNWTak11971 6Not ffiM Plant lel 3. AND PAY ALL HEIS REQUIRED BY THE GOVERNING BODY THE TONT OF SOUfNOLD,NEW VT)RK.AGENCIES b. Trucess shall bear a bona number and 0O0 be manufactured by a registered manufacturer. ALL FLAMMABLE ARE TO ALS T AWAY FROM HEAT. - MINOR DETAILS NOT USUALLY 9HNWVN OR SPECIFlED,BUT REQUIRED FOR PROAER CONsmumON OF ANY PMT OF THE WORK E.ALL FlAMMAB(E MATETIALS TO DE USED AND STORM IN ADEQUATELY VENTILATED SPACE SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. B. Erect and trees trtresss In accordance to Dae plate Institute recamnhndafiona 4. F.ALL EI.ECIRICN.POWER TO BE SHUT OFF COHERE THERE VILE EXPOSED CONDUITS. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHOWTIM.AND OWNER. G. Plywood sheathing. 0.ALL ELECTRICAL POWER IN THE CONSTRUCTION MFA TO BE SHUT OFF AFTER WORKING HOURS. 5. a. All plywood shall be In accordance with the American Plywood AsoodaUan(ADA)speclRaations. cONRACTDR,AT ALL TIMES,TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS.OR ANY FLAMMABLE Than draMnge and aped6wtbna cd t%the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSE) b. Plywood sheathing shall be continuous own two or more opens with grain of face pys°arose supports CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO DE USED DURING CONSTRUCTION. thereYV w the proprty of HIGH.OESGI REMOVAL TASKS.THE CONTRACTOR THE CONTRACTOR SHAD.HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES,U.C.No pot threat$hall be ORT1RINC THE EXECUTION OF THE WORK. 7. NI site e1e0 W Pressure preserwUva treated(.4 F5F retention)STIR/2 or better. 3, DUST capsid,disclosed to other Gr used h oo.eeoUahh 6 THE CONTRACTOR SHALL LAY CUT HIS OWN WORK,AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 8 Design wiu°r. T'r Tll rJ pT'••�� with any work or project otter Man for which RECEIVED�L.+, /'tl� A.�BRIS.QUIT AND DUST TO BE KEPT TO A MINIMUM MO CONFINED TO THE IMMEDIATE CONSTRUCTION MEl1. ■� Mout written amsan6 PLUMBING,ELECTHfCALS,ETC. a. Fnv Lumber. OF(north)No.2 or better 1l -B.CONTRACTOR TO ISOLATE CONTRUCIION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TI]dPORARY P `r 7• E. 1.600.000 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES.WHO SHALL L ARRANGE FOR AND OBTAIN THROUGH Pv.95 PSI t �( C.HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQWRED PERMITS.INSPECTIONS AND REQUIRED SIGN OFFS. Fb-625 PSI �UN at 4 N 7 ���� DEBRIS,ORT,M OJSr TO B E CLEANED UP AND CLEARED FROM THE BUILDING SITE PE wnALLY TO AVOID '���/p® BY � rs� B. - 1 ACCUMULATION. W C �Y( L ELECTRICAL DORIC SHALL F�PERFORMED NT PERSONS LICENSED EI THEIR TRADES,WHO D RE ARRANGE FOR AND OBTAIN 9. Design Values: THROUGH 7}IE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED'PfRMi19,INSPECTIONS AND REQUIRED SIGN OFFS. a. Wmbhotad Veneer Lumber(LVL): ' 9• E- 1.900,000 PSI 4. NOISE AFTER HOURS: ,q` /•� THE CONTRACTOR SHALL DO ALL CURING PATCHING,IRED TO AS COMPLETE THE TO PERFORM ALL�THE WORK INOCATED ON THE FV-266 PSI ��AtIR'r S�ArND OF APPEALS SEE EC1Si®N � U OLAWDKiS,AND All OTHER WORK THAT AIRY REQUIRED TO COMPLETE THE,roB. Fb-2600 PSI 1Y NG 1� A.CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS:84M TO BW.1.MONDAY TO FR 10. B.EXCEPT LEON.HOLIDAYS. � ' ALL PIPING AND WIRR70 SHALL.BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED DE PLUGGED. KEHL DESIGN ASSOCIATES,LLC.NOTE ��� ® /'_ / �� / /l,.rx �'7 11. coNlRncToa MUST o9rNN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES to WORK OTHER THAN RQGU ((J p� / ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE F7RSr 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 RENEWED FON APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES U.C.NO CONSTRUCTION THE M OF THESE DRAWINGS BY ANY CONTRACTOR,SUBCONTRACTOR,BUILDER,TRADES"'OR WORKER SHALL INSTIGATE A HOLD S CONSMXITON OPERATIONS WILL NOT INVOLVE INTERRUPTION of HEATING.WATER,OR ELECTRICAL SERVICES TO THE WILL.BE ALIAIVED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES I.I.C. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED.AND WILL NOT CREATE DUST.DNRr,OR OTHER SUCH 12. INCONVENIENCES TO THE OTHER NEJGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINE'ER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOD WIL DESIGN ASSOCIATES U.C.HARMLESS FOR ANY RESPONSIBILITY 94 REGARD TO 13. Rl Uf10N. CONSTRUCTION �THE WORK AND FU�LFR SHALL HOD THE MgNITESEQUENCES OR �H RDFOR MLESS OR COST'S ANSAFETY D PROBLEMSONS ARi RISING FROM 8 SPECIAL SAICTY NOTES - _~ THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTIM LINES WITH THIS AND RELATED SITE WORK.AND THE NEGJGNCE OF THE CONTRACTOR,SUBCOMWI TRADESMAN.OR WORKMAN. THE USE OF THESE DRAWINGS ASO IMPLIES' ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND TURING THE COURSE HE WILL BE RESPOS181.E FOR ALL DISCONNECTIONS,REWNNECItONS.AND brARTUPS, THAT KEHL DESIGN ASSOCIATES LOC.SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO cAw our THE WORK IN OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING TWO PLACEMENT OF ELECTRICAL,PLUMBING,AND HVAC EQUIPMENT WITH REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN 0000 SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND S RUICT URE.ANY CONFLICTS WILL BE BROUGHT TO THE DMI ER'S ATTENTION FOR IMMEDIATE INC OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPO1SIMUlY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED.THE OWPACTOR THESE CONSTRUCTION Documem HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO,THE cUENT AGREES, SS ACTIVITY.INDUCIF IE HE WORKTEVER ACTION NECESSARY'.OR OUTRENSIDE F THE SAFELY CONDITIONS FOR LIFE AND PROPERTY AS ARE T ANY TO THE FULLEST DaW OF THE LAW.TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES,I.I.C.HARMLESS FROM ANY CDM. VETO BE UNSAFE.HE SHOULD STOP P WORK IMMEDOF OTHER IATELY�N�THE CF?tERAL CONTRACTOR.HNTRACTOR.KEHL 3 UPON AGN ETES U.C. �SINfi O COST t Y INCLUDING OUT ATTORNEY'S PROFESSIONAL SERVICES COSTSTS Of DEFENSE.TMG q�RYOR ECONOMIC LOSS OR OWNER THE BECINNINa OF WORK SINAL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. NOT FOR 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS CONSTRUCTION SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. USE UNLESS CLIMATIC AND GEOGRAPHIC I Q0TERIA NOTE, FIE BLOCKING UIS TO BE DATED MATH INSTALLED TALLTHE 0 ETON MEET OR COEXCEED SUPNENTI�ENTS OF THE 2015 INTERNATIONAL&0I To CARMS!FIRM CERTIFIED BY A " a,eaRv SeATHENm y � MONr Y NA00 Hnm E°°roR NOTE:ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL RESIDEMW CODE UPDA70 NTH THE 2018 PROFESSIONAL SEVERE 9-r MODERATE TO Slaw ro M Te n a.prn. YEs Tisa sea c UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. ENGINEER OEM aeTEB.V TAM IIG7J-continued MINIVAN tNFG6e.Y gIST1+NURx LIVE 10A09,La NOTE:ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 PFICO .VE OEM AND MINIMUM CONCENTRATED LIVE LOOS UALL MucruRiEs WWI NTH THE M5 INTERNINDONAL RESIDENTIAL Ml%� NIFOmM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE AND RESCUE REQUIREMENTS.' UPDATED WIN THE 2016 UNIFORM CODE SUPPLEMENT OCCUPANCY Olt UNIFORM CONCENTRATED SECTION 1009 WIND LOM GOOGRETEEECOAN C � � CAPACITY USS(e)AND OCCUPANCY CASSICAT1aq.) 2a R9004MHt --onFAgY DNMLM= (1,81) (PWnd.) AL TO OR GRATER THAN TRUAAMOUNT CALCULATED MR EACH CASE. , 1602.1.2 PRMCTION G'OPDO NS 116E OCQNPANCY INPNAGTAKE ATIC9 WiNC)r f.1oRAGE1 10 N WCm-60Pa(E OEIiLaS IYGKIL3.0.A>TYO W 00A0e169 S"AU.N IMPACT RESISTANT 1X111 A OR FROIECiZCTEp LNI PNEDSTAT WVERW/O YEk iNO WE RFDUBiDdEIIS IE' 71IN R-3(SAGE FAIGI U IOUJKTA6IE ATncs WIN UNITED SIORAOE 20 OF M APPROVED IMPAC RESISTANT STANDARD OR ASIY E IM AND AML LOWMATERAL 0 BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL IUFGKRCTL IGEN AS FML*ft RESIDEN71AL CODE UPDATED WITH THE 2016 UNIFORM OWE SUPPLEMENT. TWE OF,CONSTRUCTION(CHAPTER 6) "ASTABLE ATTICS Asim SLE PRM A{FASA 30 - IM=AZLD OPUMM LOCATED WIEN 3o F[ET(ins.mm)ofi GRACE SHALL MEET nil - IEOIAREWWM Or nil LARGE MSWE Tear.ASINL E Z. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL PE°.ADMI AL T'� aRotm BALCONIES QERERIOR)ARD D¢CIts (.) 40 - 2.CAS'D OMLOCATED MORE THAN 30 FEET(O14*M)ADM GRACE SHALL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. MEET THE PRowSNs OF THE MNL MISE TEST of Arne E IBM AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE V ® ALL OTHER AREAS 40 - EYEPTwR LIMITATIONS OF THE THIS(DDE AND THE LIMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION VAT THEE STANDARDS,THE DESIGN SHAT COMPLY WITH THE INTERNATIONAL BUILDING CODE. HEIGHT AND FEE AM STARS AND OM 40 3o0L 1 WOOD SMUCiURAL PANELS WmH A MMU THICKNESS O N.NCH(11.1-)AND` h OKE-A D TWD-FAMILY DWMUNGB VACUUM PAAL SPAN OF 8 FEET(24301 WALL LE PERMITTED FOR 1.AFNT�A W000 FRAMED CANSiRUC110N MANUAL(WFI;M) HEIGHT I=AREA PROIECIW N BUILDINGS DMOS VAIN A MEAN ROOF HEIGHT OF 33 FRET(1a08Qmm)OR EXISTING CONDITIONS FOR R 1 NGl.76.4nvn,t OGLARE NCN.64616 hent 1 sWARE FOGY.aW29 sr USS THAT IRE C ASSNI AS A GLOM R-3 OR R-4 OOCUPANCY.PANELS SHALL 1 Pan PER SQUARE FOOT-60470 EN/mT 1 Pawn.b.004446 ML BE PRECUT M THAT THEY SHAL BE ATTA2ED ro FRAMNO SIA"RCM THE 2.AS1 STANDARD FOR COLD-FORMED 97M FRAMING- 1 POND PER CUSC PDDR-IB Ag/W OPEN=CONTAKCHO THE PRODUCT VAIN THE GI aPE M PANELS SHALL BE PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS(ASIS-230) OF THE ACCESSORY LYSTANQ FROM GRADE IREnWu�M raDura£D FGR nE ANQHCRAOE FMEIDD Am SHALL BE!SECURED waLE'ro ITE AY{RAOE HMTOIi w w,TED,,� •TE CONCRTRARD WEB.LOAD COWL eE APPLIED ON AN AREA 4.6 I NHS BY NM 11E AnACCO01T xAROWAE P1OV9flFFD.ATTACHMD+r WHAL oe oEaGaD ro STRUCTURE,LOCATED THE N0H&4r ROOF SU s ki NOES. RESIST INE CAIffQON18 Aso HXAOONO LADS OEtBOaNEO N AOOOFmAHCE WIN 3,ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(NCC400) iN NAS At�ENIAALi arae THE "g *" 6°a= L wWNAGTAHE ATIa9 WTNDUT STORAGE ARE IHS*MM THE YASNN GPM HEIGTHEHT A -r NaY u�""TINE"B Am+o Ns"Pw�Ber a AT THE STEPNOWSKY UPDATED WIN THE Me OUVM JOISTS AND RAFTERS IS LE33 THAN 42 NOES OR WHERE THEE FOR BUILDINGS VAIN A MEM ROD'HEIGHT OF 46 FEET(t3,7tehmn)OR UiS6,WKSE DffMArMA.CGDE SUPRPYflIC AR Nor nD OR MORE ADJACORT iRU^.�S WTH a®CONKiWRATIW CAPABLE OF va,d oElealwED N ACCORDANCE OM SECTION IeOaSI DOES Nor EXCEED 140 UPH N�,L yENTS ARE TO BE LOCATED AT THE REAR O'THE HOUSE RESIDENCE AOCGDDDAINO A ASSDIED OI LTAGE 42 NOES O Ha7GN 8Y 24"CES N MTK (63 m/.J. CW OMATER,W11O1 THE PLANE OF THE IMSSMTKS LIVE LOM H®NOT BE ASSUMED ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER S.EEVW/COVERS _ ro ACT CONO�IILY WIH ANY OWER LIVE LOAD ROUFagNm 2 GAMC N I=CATEGORY I BUILDINGS,NCLCNC G EINHOUWs THAT ANE OCCUPIED FOR GROW PLANTS ON A PRODUCTION OR RESEARCH BASS.WTHOIT - 500 TUCKERS LANE TOTAL Mac FROM mm ro GRACE 1r�.• ,L ENONAGTAdE ATTICSWTIN 610RAR TIRE TH02 WtTtE 19R CEM IEIGIr�TWEDd PBDADo AOC',SS DIAL CE PERMITTED ro BE walmTEC1E0, QC e1'C�. RHE JasTs AH9 NtAFtEHtS 16 42 NOES OR GEAIFR,OR WOE THEE ARE TWO OR r 1 FC SOUTHOLD,NY 11971 MORE AaMCFNr IRU$8 VM NEB CONFIGURATIONS CAPABLE Or ACCOMMODATING AN S GLAZING N W9N CATEGORY I.9 OR IV BU LWM LOCATED OVER 50 FEET ,.a resew woe. LINTER WV=AND GLADE ASIR RCTANM 42 NOK$N HEIGHT M 24 NO=N W M.OR GREATER,WITHIN (18.286nun)MOVE INE GROUND AND OVER 30 FEET(9144mm)ABOVE AOGECATE '" .[�. rO - SCTNI#1000-63.53 THE PIPE OF THE TRUSS BARER SLAT 1.600 FEET(481 OG THE RUSDNG WHALL BE '(y`• ALL HOUSE FiRAYNO YAHEPoN. '00tIG.la PN-LAItCI a Alm t1ETiER THE UVE I=TEED ONLY BE APNIED TO IN03E PORTIONS OF THE JORT9 OM MW ECTED. ` ,C`_ (� f� I^S, eDTra OGms GHEE ALL OF T,Q rOUMM O UMG ARE MER C7 ��,±':V/q� �' MOM TITLE. ALL W.DECK FRAMING YA7EeF1 CCA,NC POE 02'AND BETTER L THE ATTIC AREA O ACBE FROM AN O ERNID NOT IPSS THAN 20 NOES N WDM BY M NCKE N LENGTH THAT IS LOCATED 1*=TIC CEM HEIGHT N THE ATTIC S NOT Liss INA 30 INCHES O 7A GENERAL NOTES L)TAOM OF THE AM OR CHHE TRUSS BOTTOM ORDS ANOT GREATER THAN TAKE 1811/.12 1WRE NNP-00OEM PROTECTION FASIEFGD LSE FOR WOW "I * %'► � PLUMBING RISER DIAGRAM 2 ROW VHRSCA.TO 12 UaIS HORIZONTAL SIRUCNN PROS cbgdE THE REMAINING PORTIONS OF IE JOM OR TRUSS DOTMM CHORDS;SHALL Be _ OEStOM FDR A UI4FORI OSI6BUTED CONOURRRT LIVE IDM OF NOT LESS FASIEKA WAMO PI i AREAS OF 61RIlCIARE MA to PCRDS PER SWAB FOOT. EDC CRAsI WALE NA FASTENER TWE PANEL SPA { <PAUEU.B FEET<PAXFE. 0 RERFIMB IIEMIWOBSffIE SiIDi IO IKIIMMYOF 1E /� P47VA POSEMU.Gm VL 6 AIR®IBM now=LLTE K ATTIC SPARS MMU BY STAIRWAYS DOM THAN PIAL-COM SHALL R Of9d1ED S 4 FEET SPAN 6 FEET SPA S 5 FEET W pbNiR®ANE IU114Li6TG ME LM 07E.E1W 9wl My AL NEW CUD.SPACE NA ro IalnraRr THE MNHIpAI LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND StSEW1G �IRW .AST=MMMViEMMFMMOOIE OW"O EI. T NA i ROOMS. NS 0 O WIN ,•'res A �6 iA�Q ��� tisOt>®FED101t�l10OLWE6 fl13DffVA O21E16IIIR . E:.RFRT FLOOR NA BASED ANCNOM VAtH 2 18 10 0 06 86B MW FIRST PLOOR NA NOM EeFDUMT LENGTH Ex.SECOND FLOOR NOTE:ALL K>GGM SHALL MOM M ro THE STANDARDS As SET PGt1x IN TER w CNNREtE No.HD Ww11D saEIL- ` RIW2U' N R�A Bt7[RAR NEW SECOND FLOOR NA OF 11E 2O8 MONATiONA.�EILAL OWE UPDATED NTH INE 2 NTENATICNAl 000E SUPPLEMENT. BAWD ANCHOR NTH 2 16 1Y 0 o w°" ROCr SSIONP� SEAU )ATE* MEN OALOONY NA NOM EMBEDMENT LENGTH a .e o_ �r CCJJ DECEMBER'06.2016 RAFT N� X�ASEOD AMOiEW_ 1s 12 8 ovivoml ATTIC INDUSEIM NA NCI EWF,OIENT LENGTH lY - GARAgE "ANA PLUMBING RISER DIAGRAM (NTS) 61XK DONUD ROOK NA FOR!y 1 M,dh-25.4 hM,,1 FOOT_304A wary 1 pared.4448 K 1 reds Per how.6447 - Somm PORCHES NA a.This lose.M beI an 140 no whd Iposd and a 451 m.al roar height SUNINIOUNA b Fa.tatere dl be Installed eLt w,de r III wood ebueturd paM. CO7B(TIf 2716 ML ow MMIM LLC SHEET NUMSM KEN DECK rest.nre.hall be l000t.d a of I InrA Toa,th..dip of" Ehn.L ALL ROM RATS AND ELMMIS AM PROIECIED COVERED PORCHES NA c MOAa.T an vwhtraN th...ewHr Com ooh bro ala+a.nb.anwd AoceptNmce of these drawings does Trot authorize the right to build without lE[ER(mPaN owWaaR utR G COVERED Length of 2 Inch.chin- to the building ban.,rail eco a MhG be located the W thOriEODOn Of IDCNd ®1 0 eD Y Dep POCIL"am/°�"�" A NA Acceptance of these drawings does not indicate that the construction meets the current °mInmwn m Inma wan nh of aaeant.61od>«.w.t. 9 a g dDs �� Cmnt t �mamraL T sur ACRSSORY smucTtAlE NA P 9 d.W,.e Tall W ell axadha to ma.awy or hna.wny amoae,May rhm be aeloehd Of Hezdth Sevi(SS,Town DU)dalg DepCIhTiellts,DEC,FDIA,etc. AL RA16 AVD 1F4G6 AE THE 9)1E PR(PETIIY W building codes and standards of the state of New York. This drawing shows the existingDOS Nugam OF P- `°'"""a'"°""°°m`"° d"^°"'"N°"""°°°�"y Venf ml Condition%Eadea aid req irements with S ch opcies pffa to OIL 00 Assoa,U Lu: TIE MIT W 00 OLY OE SIMM ROI OBESE CGIStRCtiot. (e)aTINGur sIYRAa conditions to the best of my Knowledge. RM ff T TO i C sum am No (e)WIN STORAGE SIMPSON STRONG—TIE CONNECii,,-- — SPECIFIED FOR CONSTRUCTION im MTS20 LTS20 aim r was ro IMP IOm1w rtltOO'0 INT WT IA,txx, wy.,la•CoalO fy� ° Nm m 011YIfat sa r n W AY➢ d µi,. iV. 1pp , .... Iuw anus °u dam OrI 4 � dma ' rm "MI e"" AM •�'°•�, KEHL DESIGN ASSOCIATES,ac mesvt«m m nuAL rwolms,ea �v,em,cmm-ammyn•caWmre w u — eat .-« atoms oma wo oma —— A w rm.tllx+atwr 14,07 am AuowslNTfamd OYp1w0® (+nOwO Isxa«sna�w,lam loltol water searw lOn,o.a r /°211°: K)gal plmnc lDll[O-90N r r v r v +r r Y r of �A Itv Sm0tl49kxYak 11911 F9lOt ffiM.44op1d5a.m1 rrra SP4 ret .�nm,,uc• osr..•a+,in.uc ,rtA n -r,Y Ia-tr rAtmora' 1N1°' °° W00, w ,r ,r. asaa mw me.xy.ma tq.aaeatlm.tnataaiy a. Masa.IIeaIDa ai,a m+mgmm4 --lad ,« ,r.Ir "t LFTA L S T A 21 th.t.1,on u.waP.ny ar lm,L OMC d4a tm) dao ort Stivxp-TM ASOCIAT"LLC.No P-t a,aaat shall 0. o`P INadoaad to aaan s uaad h oomaetbn N 1M1« IA-1«.Ir 3314 low w fen A aL it wla my waA s Mo11et oar am fs ahkA Id= ao A-rt r-,«.it A,a tar w 1000 3.4;I' A.,1y,a DETAIL "IC" a.y haw l w MaPa ad siaout vnttm ome,nt aw r 12-I« 12-IM.+r sale en em - 3.41 m rtsx M DETAIL NEN _STU IMP T4s or Iwm.'tml u ie ,� specified malls In / TAKE-UP WASHER L O 1010 each endSimpson `n]� a n1 w aau CS Strong-Tie ART�'x12 La4 a na w no c6.%n DETAIL "H" N ala w ar V//-b Wtar1 0aalSals MaHpw latxal Q1r/1�dam o1°msD001ot,al mlane�+ 4444 IAIF•+s ����"oC.J Ilm Ala °aT« AT AT Now p• to —17 He « • x • r a ux N tx,Aoo btwA saw tcva m JUA/ +r r >r r ar 1r tom /�� 20 Ica% Is Ia v N If r a{• r ti• tl Inn ,oma sms an sem sem slao am ,Lan S.K la �� awa,as .Ana00 a. ZO/v1 1w. . L y ,YG .. a9Y er ,«.,r— 7U BOARD OFgPP „�• .Aa1pW AuOnwx,COaIl0r0 txa ,Ia W w L I'MI dao dam Yooa UMUU*dIAatarO ALLMAME 7Jiaw1 Low ams • L xra (1333 (Ism 117. Simpson Strong-Tle TU - SIMP 'a.o°O L lxa ALawa '0100 tri tv DO PIWZT HD2A LUS46 TAKESUP WASHER L dm" NOT FOR ON, Iw le to OJEW IMI+$V lam ,er W x0d'Iff TO N UP M M110 WaIA+. 01HUY �°`a,air°'°•lY CONSTRUCTION x404 a1Y=P wvwMi�ll°W WaM AUTHO IM - °I` • « a ,« t« '°n' p ,« I« 1« IN ,« tr o Y A lr�rwalassawa.171@ml,w,(ota DETAIL 'IF" LD UNLESS urea o —t24 atal Ila,ro Imo nr ,ar x A Ile '�NAtwa1E1 W 11e avmtAc(as W_ FIED BY A DETAIL "I" Coin N F' �IONAL wrno-a « N'a — I Ina moe IISa Ira Aarlvls tA,ow eme SIMP (NEER M6 °A LL dot a°' - TAKE-UP D �Y Z A m x+/Ia,t W Mem to f+110a drl x 6 tr •- t® am w ewer w SP4 - SEON #e�-70 � irii5' IMGI"" SP4 �,� $. DETAIL "Ll" TS16 MTSI6 LSTA21 SIMPSON �� A 'AHD2A TN0 "'r' L$TA21Strong-Tie HUS210-2 -- EXISTING CONDITIONS • OF THE-ACCESS STRUCTURE,LOCATED AT THE STEPNOWSKY aON 333344 a` AIL "A" RESIDENCE wn n n I DETAIL DETAIL G r SIr7 son Strong-Tie - t 600 TUCKERS LANE ME DETAIL L' SOUTHOLD,NY 11971 LFTA ROD SYSTEM LFTA ' LFTAIIRAINAGE ( RUNOFF NOTE AND CALCuwTlotrs ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY SCTM#1000-63-6.3 Ridge Strapping EQUAL TO OR MATER THAN THE REGUIRED AMOUNT CALCULATED FOR EACH CASE. BP RUN OFF FACMRS ASPHALT-1.0.ROCF-1.0 LSTA30 V-0'DEEP POOL It 4.ON--17.38 w fL Pe,wr I R NO SUBSTITUTIONS t'-0'DEEP Pod-x d'DIA-eta ou.R.Pn wrfkal R All framing hardware shown on these plans, 1'-0•DEEP Pad.x 4'ow-42.24 au.N.lxr wtekd tL unless otherwiselncilcated-ts-SImpsam-Strong Tie— SIMPSON WINDLOAD 1'-0•DETr twot.x la'DW.-444 eu.R.Dn varacd fL No substitutions are approved or nutharized. CHARTS&CALCULATIONS ROOF IAEA-84010/R Due to the rolntionshlps of framing hardware to /STRONG-TIE DETAILS the other components of the structure, any framing LTP4 V-A x R x D hardware substitutions wilt render these plans &ROOF DRAINAGE A-840 W111 null and void, and witl result In the Installer/contractor CALCULATIONS LTP4 R-2'RAWALL-.17 R assuring responsibility for the design and LTP4 C=COEFF.-lA performance of the entire system. DETAIL "C" V=BIO x 1 e.166867=140 cL i�I gatna�IUMMINNIMMua� Simpson Strong-Tie Acceptance of these drawings does not indicate that the construction meets the ISIMMDURtI IMMU'1EUAmrXIISR IENTTLL P 9 140/4228WROCAL Fr./Fr-131 VF. p g KID am=amom MCK=11[mmIaFEW ImEt Floor-to-Floor Connections DSxIffi16Du�mTa areo4axp(`w1Nd USE(1)If pA.POOL 41-0'�=4 VY. - current building codes and standards of the state of New York. This drawing shows ori�IH80nWaEmdcan4slaooa(atnatstm the existingconditions to the best of m Knowledge. f4•lalY 10RRIDOHD[t5Ix D1N3 wAa 140/223 wRTICL Fir./Fr-6.5 V. '( F Y 9SEAU DAL. LTP4 DETAIL "B" USE(2)V OA POO.4'00=8 V. ��• 't'o.$ OE oe cote LTP4 POOLS TO BE PLACID ON OPP0571E SDE OF DRON or-2016 Simpson Strong-Tie Q �7L Floor-to-Floor Connections MIX RID/OR OM TO BE PIPED TO a Acceptance of these drawings does not authorize the right to build without SI( POOLS(1/2 OF TIE ROOF 10 ORADI TO EACH DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2019 INTERNATIONAL RESIDENTIAL POO.11MI11 N IPIN.OF 20 MT FI=S•DM g $ - the authorization of local governing agencies, such as Suffolk County Dept. l CODE UPDATED MiTH THE 2014 UNIFORM CODE SUPPLEMENT. SYSTEM AND MRL OF 10 FIST FROM FOWADON� - - AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUMCT TO THE tV of Health Services, Town Building Departments, DEC, FEMA, eta. LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN.WERE ENGINE MED DESIGN IS USED IN CONJUNCTION WTIN THESE STANDARDS,THE DEscxi SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. All C01ERS ID BE TRAFFIC BEAMG F I.OfAIED H AREA t� - �� Verify all conditions, Codes, and requirements with such agencies prior to *11H TRAFFIC 6 TO BE PREW. Q\ 1.AF&PA WOOD FRAMED CONSTRUCTION MANUAL(WFCM) construction.2.AISI STANDARD FOR COLD-FORMED STEEL FRAMING- F YULTtPIE FT10L SYSIFIIS ARE USID A 08186$ , NU148M OF PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS(AISIS-230) ON EACH S'DE OF THE NOISE TO - kOFESSIONP�' &ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400) M NE TO BE CIES-CMEOTID ID 97DrD®2hA400A7F3,m 1 ` 30' 14' rKM;DPS1GN ASSOCIATES,uc DmnrsdmD�n.meml�D AR21 POAmIGS 1631)m-vet 8"Oidd,f7ewYat 11%I FMat ffiMbl2apladrmref 54" Ceiling Height 54" Ceiling Height Handrail H ind ail D�u DA[wode m. �rZo�ct q Nlus ;3e. STAIRS DDE R.d9DDtf�.uwuetp�. S 2�1 AIR iN cm ��++ /7 = �... «.�D.��,.�.,t. tb N Handicil tn.y hD�e 6«n prp�.d[mhat•rlttm eon.w�t O Handrail Ceilin _elg _ _1'6" CeilinCHeight_________ W N ------ �-Q ----- --------------- M Z � BATH KITCHEN J o-•e � Q 2869 co NOT FOR I.I.! ® DECK o CONSTRUCTION ® _ USE V LIVING BEDROOM J UNLESS ROOM CERTIFIED BY MM ENGINEER 76CeiinHeht 7'6" Ceiln- Hi ht RECEIVED----------- JUN 14 2017 201"YG BOARD OF APPEALS EXISTING CONDITIONS OF THE ACCESSORY TRUCTURE,LOCATED T THE STEPNOWSKY 54" Ceiling Height 54" Ceiling HeightHandrail M P RESIDENCE 500 TUCKERS LANE CX135 CX135 REVI WED BY ZB STM#1000-03-5-3UTHOLD,NY owl 9 ME1 30' 14' ELISION # OF KEW- P1, A TC®_.� / / PLANS AS NOTED Qq TOTAL HABITABLE AREA OF SECOND FLOOR p0, '; �jt ` AE AI ttSH19t GAIM1M Aa RISf97i3R®N S TO BE 725 SQ/FT y ----_- ff=8NX W�o M'u �1 / T 7� po fflUiuG46AOW9MMEaEYE9U®[iWMORK -s fi5011R165is1 WJ601f91R W 9�®S f.9E A Iltloll Ol COPIRfilf 2018'LIL[E1121 ASt5ti0AO'LLC AM WM t93NlY ttC9�iE8 AS EtE71 N IEY RA6 W 07tBfIS fit EXISTING SECOND � uuoRx FWNL tWrNafF u� _ Put6 YAY A M P MM UMaR MCDOM aE 1018 �= ALL KW n MM R RE SUE PRfPkHiY OF 987-tote E FLOOR CONDITIONS PLANMt 11"umn UQ SCALE WM RD�ESS10�`iP� ' alis Y eu 1 NEW F.41iy�A7 lu mm e� aE s>o IMAM m�Er a� rs o a.uw Acceptance of these drawings does not authorize the right to build without ,uISmffUSu ffEt+raxStAl6utou)FMUMIPUlsRSPAi4RAS59aAtg1(IFtFA)IDmRC Acceptance of these drawings s does not indicate that the construction meets the the authorization of local ovemin a encies, such as Suffolk Count Det A101 CQISifCEIIQI tlRIUA(IFUI)tut QE RO 119 FAmY DFlIN!$2001�c IIL71 so mlla. P 9 governing 9 Y P xoe current building codes and standards of the state of New York. This drawing shows of Health Services, Town Building Departments, DEC, FEMA, etc. RM JM APE m ff SM NOTE eu leas IEEY OR D=X ms SfkOl N 9M 4r a6 Foe MT 110 FRME FM BE NA11AK UN NO MUM MUMM the existing conditions to the best of my Knowledge. Verify all conditions, codes, and requirements with such agencies prior to GAYS PAF M m DWt GM RN o�.n�clu,taoaarec�[ U&00 OR SUE OF WE WE.WM o0m"wo ALL WX W ME ID ff(2)IKI W L1l am construction. A 1 y .1 _3 •_3 to BUILDING f-e�-r fz� f--. IGI�.DESIGNASSOCIATES uc --------- a.�. ---------- ti�aEadll�kd AOG OedYI lO O - OI Am AM 101 PO BU1676 a�163110-9081 MIN I I SDAW NOWYdt 11971 Wd rbp661Moatm MAII uu .��...uc. o.Opel R.me.re•.uc >4>o tRstl 70 . I I - Jr.7 GQpaCemp N. 7M ZZO��hpCpp�YA Beh I I �� e + I _ I + Thaw draelnpe and yedRmtlaee Ndutli3O the ♦ Ideas.dadgn aM mmpw7 npnwnted SmaAM tsk SSOCI tr the PN Opw Ot I f shall b EXISTING 4 4} �-std—I-,r i '° LDAOFYdo9Bad4 .I aak a o„r au,a m�r«I.+w, `t' oapW dtedooed t0 Other a wod In aore-Uw L .f. J j aJW they have be.prapaed dth.t rritten eanwnt. 2 WMMiW 2 AM Rob n----- 3 I - �� Ilio—J f e`'(—Y �`Y f �`r( � I 11 I AM �e+4 *�� 6QIr r T EXISTING BUILDING I���E �DEXISTING BUILDING 24 No Bell Qvb410`�` _ . ,° JUN 14 20f7 FOOTING PLAN FLOOR FRAMING PLAN ZONIAtG BOARD OF APP EALS DECK SECTIONeo A '° A101 _ — NOT FOR CONSTRUCTION USE uM�� rr��A xadwt a J, ,e UNLESS xa�9�l - CERTIFIED — ' Il ph NR BY AM&" ENGINEER 4-4 54 �1 ' �^S s Y IW ash W AMIM AM Rab EXISTING A HOUSE EXISTING A HOUSE f EXISTING CONDITIONS DECK LAYOUT AND 0oDECKI TR THE ACCESSORY STRUCTURE,LOCATED AT THE STEPNOWSKY DECK SECTION TYP. e POST LOCATION PLAN RAILI RPRASWED BY ZBA RESIDENCE 500 TUCKERS E A101 SEE DECISION # SOUTHOLD,NY14971 SCTM#1000.63-53 QF 4 ' "Eq-1 /'5 `rte PLANS AS NOTED '= A- •;- •itt` - ®cr»1r�16ML0Mrb50aTMU /r- ' a FBOOB FERNS Aro EBEYAM AM maw M FEDM ca3W La -r _ FIJISYATNOTffIMRmUIFDYWWT 10 KM Aff AIR WOW IFFXMW MKWEM m'GVE +.. �' FiMF19 AUBgIlARQI. MIX"gum Hft SIAM�MCA MI6 LLE Jdi AM s# a MMM �. OE I ASSOpA1FS,LLG4E 901E PR(FFAII'OF RU mW x0 do a. imric XO Bw/ihd 9N6at _ 1 TIE f�lT 10 MD qlY OW S1Po�CRlff FROM DE& _ 11010MFW MAAW M°Iim19Y13 tt�M C mus AM Int ROD WRA6 1M 61 t»E{� 17 w W161tS AM �c PIANS S lR8lSA E>$II�IlF1T TO TME�IItA LILY JAK111M AS[MSM w R$NF6 Acceptance of these drawings does not indicate that the construction meets the � "�A`'e ,d `? �� current building codes and standards of the state of New York. This drawing shows "�'ESSION 69111-20116 the existing conditions to the best of my Knowledge. kee„m : 4fAY1t7. t tllWll- tr w. Acceptance of these drawings does not authorize the right to rites d r-6li,. AL MW 9MIS build without the authorization of local governing agencies, R m HAE Ar Ba - FIE iRW=5 M BE N9M91fJJ to MEET Qt UM ALL REOIMM W THE RIM OWE 84.d Ya.b a F'UIES to BE ASID As OF my=STATF•a w A9EBIOAN FTFEST&PAFER Man(J7 tt PA)Mm FW Iika d r-d•oo such as Suffolk County Dept. of Health Services, Town Al 0 11I9BERS( MI) OWNKIM"FMK0MPAY M=WRIC NWWMIM 11rsedw Y•� 7s-ft. Rd&*STAIR DETAILS Building Departments, DEC, FEMA, etc. Verify all conditions, NOTE BMa d%.b h &a.d Yb bio RR JM NEm IE Sn AIM,AL F MEET CR l»BE NM Svgs �dr$B�. V dr-T O" codes, and requirements with such agencies prior to BA�AW Jl EARR CH C FTM� FOR 1W�'RAL` ff AM '' I R EWIMS �a construction. ®u.omcNd,S5oaA7Ps, , FAH DID OR SIDE CF F� ID1E U4FSS& OtII W NM ALL WJAERS ARE TO BE(Wx ST Ell FE M o o< �--��-- X14 ' -•, COUNTY OF SUFFOLK RECEIVED JAS 0 9 2017 ZONING BOARD OF APPEALS `o dliA Steven Bellone SUFFOLK COUNTY EXECUTIVE Department of Economic Development and Planning Theresa Ward Division of Planning Commissioner and Environment January 3, 2017 Town of Southold Zoning Board of Appeals 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 Attn: Leslie Weisman Dear Ms. Weisman: Pursuant to the requirements of Sections A14-14 thru A 14-25 of the Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. - Applicant Municipal File Number Bofill, David #7028 Stepnowsky, Carl J #7029 &7030 Miller, David &Judith #7031 Very truly yours, Sarah Lansdale Director of Planning Theodore R. Klein Principal Planner TRK/cd H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,11th 171 ■ P.O.BOX 6100■ HAUPPAUGE,NY 11788-0099■(631)853-5191 FORM,NO. 3 �ql D TOWN OF SOUTHOLD D�(a ®� X016 BUILDING DEPARTMENT pEC SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 5, 2016 TO: Carl Stepnowsky 500 Tucker Lane Southold,NY '11971 Please take notice that your application dated September 27, 2016: For permit to legalize the "as built" deck addition to the existing accessory garage converted into an "as built" accessory apartment at: Location of property: 500 Tucker Lane, Southold,NY County Tax Map No. 1000—Section 63 Block 5 Lot 3 Is returned herewith and disapproved on the following grounds: The "as built" deck addition, on this nonconforming±21,780 sq. ft. lot in the Residential R-40, is not permitted pursuant to Article III, Section 280-15, which states accessory buildings shall not exceed 750 square feet on lots containing 20,000 square feet to 60,000 square feet, and shall have a minimum side setback of 10 feet. The plans indicate the accessory building with the deck addition at±1,036 sq. ft. with a minimum side yard setback of f5 feet. In addition,the"as built" accessory apartment in the accessory building requires special exception by the Zoning Board of Appeals pursuant to Article III, 280-13 B(13). Authoutyy9nature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. Ll I ` f V Fee:$ Filed By: Assignment No. ��`70 APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS � AREA VARIANCE House No. _5 C7c�o Street jrc1c,r!i E7k-Y b( Hamlet —Co U 1 G' i SCTM 1000 Section4,3 Block_-5_Lot(s) -3 Lot Size A Zone -�/� I(WE) APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED BASED ON SURVEY/SITE PLAN DATED Owner(s): C Ate—L ��/C.ScI �.�f� t Mailing Address: _5,o o '1-J kC/CS &--k Telephone:<-j 1`-('.S 9736 Fax: Email: NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative: for( ) Owner( )Other: Address: Telephone.— Fax: Email:- Please mail:Please check to specify who you wish correspondence to be mailed to,from the above names: (CDA yplicant/Owner(s), ( )Authorized Representative, ( ) Other Name/Address below: BY E UILDING INSPECTOR REVIEWED SURVEY/SITE P AN 0.VB'u and DENIED AN APPLICATION DATED I (OFOR: ilding Permit ( ) Certificate of Occupancy ( )Pre-Certificate of Occupancy ( ) Change of Use ( )Permit for As-Built Construction ( ) Other: of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoni by numbers.Do not quote the code.) �� Article: — Section: o Subsection: 136 Type of peal. An Appeal is made for: ( A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law- Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Reversal or Oth A prior appeal ( ) has, ( has not been made at any time with respect to this property, UNDER Appeal No(s). Year(s). . (Please be sure to research before completing this question or call our office for assistance) Name of Owner. ZBA File# RECEIVE® DEC o 8 2016 Name of Owner: ZBA File# —70NING BOARDdz� OFgppEq� REASONS FOR APPEAL. (Please be specific, additional sheets may be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: -� k (: ' k, i1�_ J3C-- &) `%A)) F:�6 cZ 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to _ pursue,other than an area variance,because: 3.The amount of relief requested is not substantial because: � � ct- 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: 5.Has the alleged difficulty been self created? (-I�es,or { } No Why: Are there any Covenants or Restrictions concerning this land? {i:} No { } Yes(please furnish a copy) This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health, safety and welfare of the community. C14R-(- S6�- PrUoL4--)- fA Signature of Applicant or Authorized Agent (Agent must submit written Authorization from Owner) Swo to before me this day of 20 (7 Notary Pub tic' St"'0` Notary P �c C�CtOUfl� �7�i arPLICANT'S PROJECT DESCRIPTION APPLICANT: (�4d-- DATE PREPARED: 1.For Demolition of Existing Building Areas Please describe areas being removed: RECEIVEp -70-� �j F-U B Z01VIIVG B II.New Construction Areas (New Dwelling or New Additions/Extensions): Dimensions of first floor extension: Dimensions of new second floor: Dimensions of floor above second level: Height(from finished ground to top of ridge): Is basement or lowest floor area being constructed?If yes, please provide height(above ground)measured from natural existing grade to first floor: III.Proposed Construction Description (Alterations or Structural Changes) (Attach extra sheet if necessary). Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: �r�fQI �l1Z�A Number of Floors and Changes WITH Alterations: gtS, .QV' (S _ c t 4 IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: Proposed increase of buifding coverage: Square footage of your lot: Percentage of coverage of your lot by building area: V.Purpose of New Construction: . rQ i{Aut-f A PAW l &C— C&4 T'-- -ts' &I.V IA Z d2 1' CssE &A 9 85 E VI.Please describe the land contours (flat,slope %,heavily wooded, marsh area, etc.) on your land and how it relates to the difficulty in meeting the code requirement(s): rIL1411- Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. 4/2012 LL, QUESTIONNAIRE RECEIVED FOR FILING WITH YOUR ZBA APPLICATION DEC 0 8 2016 A. Is the subject premises listed on the real estate market for sale? ZONING BOARD OF APPEALS Yes &-,- No B. Are there any proposals to change or alter land contours? o Yes please explain on attached sheet. C. 1.)Are there areas that contain sand or wetland grasses? LU 0 2.)Are those areas shown on the survey submitted with this application? 3.)Is the property bulk headed between the wetlands area and the upland building area? 4.)If your property contains,wetlands or pond areas,have you contacted the Office of the Town trustees for its determination of jurisdiction? Please confirm status of your inquiry or application with the Trustees: and if issued, please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? J E. Are there any patios, concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting?Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises? If yes,please submit a copy of your building permit and survey as a roved by the Building --- Department-and- lease describe: - �' p � - f/,mac C�c�1 - - - - - G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking,please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? JU 0 If yes,please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel and the proposed use (ex existing single family,proposed same wiih garage,pool or other) Authorized signatitfe and Date RECEIVED AGRICULTURAL DATA STATEMENT DEC 0 8 2096 c ZONING BOARD OF APPEALS TOWN OF SOUTHOLD ZONING BOARD OF APPEAL WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit, site plan approval,use variance, area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant: & S / dw-c_k ( 2. Address of Applicant: Uc,ki 5- _ 3. Name of Land Owner(if other than Applicant): 4. Address of Land Owner: 0z;P rcv ( T 5. Description of Proposed _��� Project: A ikAl2_ 6. Location of Property: (road and Tax map number) ✓�©� �C/� �G�ikS L 7. Is the parcel within 500 feet of a farm operation? { } Yes H-No 8. Is this parcel actively farmed? { } Yes {t4-No 9. Name and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff,it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office (765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. UG tJ - - - -- - --- — -- - 2. 3. 4. 5. 6. (Please use the back of this page if there are additional property owners) Signature of Applicant Date Note: 1 The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation Solicitations will be made by supplying a copy of this statement 2 Comments returned to the local Board will be taken into consideration as,part as the overall review of this application. 3.Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. tir � 617.20 Appendix B Recer/'E'D Short Environmental Assessment Form "7 onct DEC 0 8 Z016 Instructions for Completing .Z®iVIiVG s �� Part l -Project Information. The applicant or project sponsor is responsible for the completion of Part'16ses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part l - roject and Sponsor Information Name of Action or Project: t,,1ce_1,k r ' Project Location(describe,and attach a location map): Brief Description of Proposed Action: Name of Applicant or Sponsor: Telephone: e E-Mail: Address: City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: .-oma ke i - 3.a.Total acreage of the site of the proposed action? ` / acres b.Total acreage to be physically disturbed? Ca acres c.Total acreage(project site and'any contiguous properties)owned or controlled by the applicant or project sponsor? -3+1 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial 96idential(suburban) ❑Forest ❑ Agriculture ❑Aquatic ❑Other(specify): ❑ Parkland Page ] of 4 % RECEIVED 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? DEC ®� b.Consistent with the adopted comprehensive plan? ZONING BOARD OF APPEALS ? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ca-l-, 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? rYE 9.Does the proposed action meet or exceed the,state energy code requirements? NO If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 12. a.Does the site contain a structure that,is listed on either the State or National Register of Historic NO YES Places? , - - - - 4 __ b.Is the°proposed action located in an archeological sensitive areaT 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: °f a 14. Identify the typical habitat types that occur on,or are likely to be found on the project-site. Check all that apply: ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? e � 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? 0190❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: M10❑YES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? RECEwED ����If Yes,explain purpose and size: OET - 19.Has the site of the proposed action or an adjoining property been the 1 i h6ed�closed NO YES solid waste management facility? APPPALS If Yes,describe: - 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? � If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsorna e: Date: Signature: i17Z Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate . small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? V� 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? � 4. Will the proposed action have an impact on the environmental characteristics that caused the L=� establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate r reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: ` a.public/private water supplies? b.public/private wastewater treatment utilities? ' 8. Will the proposed action impair the character or quality of important historic,archaeological, . architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 pFCEIVEU No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 t RECEIVEf3 APPLICANT/OWNER DEC TRANSACTIONAL DISCLOSURE FORM ��9� ZONING BOAe ���Aegl� The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. ffi of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME : f2✓-�-{ (Last name,first name,middle ini)ral,unless you are appying in the name of someone else or other entity,such as a company.If so,indicate the other person's or comp 1 name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone /% Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5% of the shares. YES NO If No,sign and date below.If YES,complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through-D)and/or-describe in the space-provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant; or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day of20 Signature Print Name Town of Southold LWRP C NSISTENCY ASSESSMENT FORM DEC 2016 A. INSTRUCTIONS ZONING soAp 0PAPPEALS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# - - The Application has been submitted to(check appropriate response): Town Board D Planning Dept. E Building Dept. �Board of Trustees 0 1. Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity,agency regulation, land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license,certification: ®.-�-- Nature and extent of action: �s Lz .- • i Location of action: 5rwu 1"_v(,-41� LAA. - ('- RECEIVEV Site acreage: � � Present land use: k-- �16 DEC 0 8 2016 Present zoning classification ��d � �_ v ZOIVING SHARD pFgppEq 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: J (a) Name of applicant: (b) Mailing address: Cb 02-7 (c) Telephone number:Area Code 7 3G (d) Application number, if any:, Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No❑ If yes,which state or federal agency? DEVELOPED COAST--POLICY - Policy 1. Foster a pattern-of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III-Policies; Page 2 for evaluation criteria. — -- ❑Yes ❑ No [ of Applicable- please explain) Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III-�Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No U (Not Applicable-please explain) RECEIVED DE �� I - a 8 Ulu 10 Attach additional sheets if necessary ZONIPJG BOARD OF gppE, LS Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes D No (Not Applicable—please explain) Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes E No (Not Applicable—please explain) Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Yes No � (Not Applicable—please explain) Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and-wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes 0 No (Not Applicable—please explain) R�CE�ce�, 08 ZC1n� Attach additional sheets if necessary ems' 0'4Rp OF-4PPS Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. See Section III—Policies Pages; 34 through 38 for evaluation criteria. ❑ Yes ❑ No (Not Applicable—please explain) Attach additional'sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No 14kf§ot Applicable—please explain) - PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ���� ❑ YeAO No (Not Applicable—please explain) Attach additional sheets if necessary WORDING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. i ❑ Yes ❑ No (Not Applicable—please explain) RFCEIV66 IQ 4 W 9 ' ZUlb ;gO MT 4G BOAR[ OE APPEAL Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. Ea �1 Yes ❑ No Not Applicable—please explain Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. 0 Yes-❑ ev No U Not-Applicable--please explain - Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No �"[ Not Applicable—please explain FORM K0. 4 R���I4�� 710 vy TOWN OF SOUTHOLD BUILDING DEPARTMENT DEC ! ®� Town Clerk's Office Southold, N. Y. ZONING 130ARO OFAPP Certificate Of Occupancy No.47W . . . . . . Date . . . . . . . . . .?vne. . . . . 1$. . . . . .. 1976. . THIS CERTIFIES that the building located at . Tuckers .Lane . . . . . . . . . . . . Street Map No. .xX . . . . . . . . Block No. .xx. . . . . . .Lot No, . xx. . . South ld. . N.Y.. . . . . . . . . eq rgme t f. . o fam 1 d e1 n A ou n code conforms substantially to the �.� bb , daWlt. . bVf rg.tpr . .23., 19.57. pursuant to whicl r. tic• te- o o ccut l� -7090 dated . . . . . . . . . .Tune. . .18. . . ., 19.76., was issued, and conforms to all of the require- ments of the applicable provisions of the law. The occupancy for which this certificate is issued is .Pr;:V4te. .QW. ;r= 1IY AVPs ,Ilzg. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The certificate is issued to . .Carl . Je4n. ;3.tQpn0Xs1a . . fr.Qm. J.• -Ilromcich. . . . . . . (owner, lessee or tenant) of the aforesaid building. Suffolk County Department of Health Approval px0-. XlstAng. . . . . . . . . . . . . . . . . . . . UNDERWRITERS CERTIFICATE No. . . . . . . . . . . . . . . . . . . . . . . . . . . . . HOUSE NUMBER . . . . . . 5 . . . . Street Tuckers Lane . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Building Inspector %: . FORM NO.4 R�C�d1/laD 4 TOWN OF SOUTHOLD DEC 0,9 2018 BUILDING DEPARTMENT Office of the oB ni ld g Inspector Z0 V11Vt;8®AallR®0FAPIs8 Southold,N.Y. Certificate Of Occupancy No. .. Z- 15326 Date . . , March, 5 1987 1 . , , . , , , THIS CERTIFIES that the building . , DECK, ADDITION. . . . . . . . . . . . . , . . . Location of Property 500 Tuckers Lane . , . . _ . _ . , . .S-outhold House IIID. Street Hamlet County Tax Map No. 1000 Section 0 6 3 . . .Block —0-5. . . . . . . . ..Lot 003 _ . . Subdivision .M/o.Huntinghurst . , , , , , , .Filed Map No. 612. .. , p/o 6 & 7 .Lot No. conforms substantially,to the Application for Building Permit heretofore Bled in this office dated June 8, .1985 pursuant to which Building Permit No. ?425.Z . . dated . , , .July 15, 1985 was issued,and conforms to all of the requirements of the applicable provisions of the Iaw.The occupancy for which this certificate is issued is . . . . . . . . . DECK ADDITION TO EXISTING ONE FAMILY DWELLING The certificate is issued to . , , , .CARL & JEAN.A STEPNOWSKY (owner,AI. . . . XX. . . . . . . . . . . . . . . . . . . . of the aforesaid building. Suffolk County Department of Health Approval . . . . . , , , N/A . . UNDERWRITERS CERTIFICATE NO. . . . . . , . . ... . . . . .NSA. . . . . . .. . . . . . . . . .. .. . . . . .... . .. . PLUMBERS CERTIFICATION DATED: N/A ctll-"L . . .A . . . . . . . . . . . . . . . . Building Inspector Rev.1/81 y FORM NO. 4 RECEIVED TOWN OF SOUTHOLD BUILDING DEPARTMENT DEC 0 8 2016 Office of the Building Inspector Town Hall ION%NG BOARD OF APPEALS Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33844 Date: 07/22/09 THIS CERTIFIES that the building ADDITION TO GARAGE Location of Property: 500 TUCKER LA SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 63 Block 5 Lot 3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 9, 1991 pursuant to which Building Permit No_ 20022-Z dated JULY 9, 1991 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 ADDITION TO AN EXISTING NONHABITA3LE ACCESSORY GARAGE AS APPLIED FOR. The certificate is issued to CARL J & JEAN A STEPNOWSKY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1188672 01/06/04 PLUMBERS CERTIFICATION DATED N/A /A&Vrized Signature Rev. 1/81 'OWN OF SOUT HOLD p -1 �"�fi tAR® WN P,- 0Q(AJ j , STREET ti VILLAGE DISTRICT SUB. LOT r F�, -71 rOrER OWNER N , � ' , s° 'T E ACREAGE Y R C�GG. 7-Ca 0'!7 �' 1 P •. Z j' i $, tif 6� S /� �� W,,� r _ ,r , , -�- �' TYPE•OF BUILDING `c 4i•44"'1' d dr< A,fsa .. .`.V."-_' wr �i�'.d'i- ..+s 1 �V,�- l� 1L� 6 RES. , U SEAS. VL. FARM COMM. '+ I IND. I CB. I MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS q4L zJ, t C� ' f�--.,�1�.•s ..�''1�:L!Q l-'_ ...5'6.�J �J.�16'ti/�'C'iC'.+�r'-'�0.-,L`• �'��N J�`�/o`° o-o- j . t C? .� .� �r'S +�.� 'V e✓P rsY. : fa2 Tc�?.3~� //�c�c�r Y iv y c�'C, Z"o,r ,7 7// R 0 0('2A t�S:t v Eo L q-vq p 9 n } �-� a V21,111-L SAGE BUILDING COND ON ``—Zr- / 14 ABOVE FRONTAGE ON WATER N�'yalue FRONTAGE ON ROAD -1-/j - BULKHEAD - — 7`fL 1l 3 DOCK TF-lab Woodland Swampland G Brushland go! r� House Plot ® lmn in Tota I L 0CeLU ` Inc :, I i I - � 't '-y �f t f � '-«°.T3: •^r � � iF�'"p':c ~tt�".`- } I i � f ! I I I i A", n. I I I I I aT.,'c.:�"'.s.' -'•+s< +-'.°t- I M ¢, i `, Foundation Ill Both ! Extension i J ! Basement Floors yt Extension _ j , Ext. Walls ( Interior Finish I Extension j ! 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Jw' - �1.. ..,#Y. .yi_ l..'� ::` '� - .r..� wryer w I _— �� •� +- � �.+ �� 419 'r E _i •'� -.�' <rr� ,yr. ..,, +• `t.t- ..`, '�• ' R Ifr�ei 41�,rI ,. ,'!;i'j l r '' • � '' r�itY SIA ' 61�►�. i � � I `; ! �'�� �' ���1\Z+�.''�. tw a'�� ,�, � j �ii'Q�l� fir: �.f�'�� �F,w. •��� r �t f. �!'_� '�` � 61V i� c� :4 � � ie• ' ,�� ' 1 a��'� t�i1i ��Ypl�,.t+ .���i�•i� �d � a � 1, , ��`+r• .K _ `' :�'% I„ It,VA w l ,'f c.ter. ,` �Y'., ;�p•� ` 1'.�,' �Cy +��1 ,� t} W-�1�e as•. die' rs. p �,}r + f' .�� ��7 �. �• . i�I �`f �! /,q .Mak. •., ( 1 � ✓r. Af WA AO 16 ''x' now 1 t ;+yid - %•, �+ 7l * - - ELIZABETH A.NEVILLE,MMCmay.®� ®�/� Town Hall,53095 Main Road TOWN CLERK ® P.O.Box 1179 CA Southold,New York 11971 REGISTRAR OF VITAL STATISTICS ® Fax(631)765-6145 RECORDSAMANAGEMENT OFFICER GE OFFICER ���,� .��®� Telephone(631)765-1800 www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Zoning Board of Appeals FROM: Elizabeth A. Neville DATED: December 12, 2016 RE: Zoning Appeal No. 7029 Transmitted herewith is Zoning Appeals No. 7029'for Carl Stennowsky-The Application to the Southold Town Zoning Board of Appeals. Also enclosed is the Applicant's Project Description, Questionnaire,Agricultural Data Statement, Short Environmental Assessment Form, Applicant/Owner Transactional Disclosure Form, LWRP Consistency Assessment Form,Notice of Disapproval, Certificates of Occupancy, Property Record Card, Photos, Survey, and Construction Notes and Plans. r * * * RECEIPT * * * Date: 12/09/16 Receipt#: 214792 Quantity_ _ Transactions Reference Subtotal 1 _ ZBA Application Fees 7029 $1,000.00 1 ZBA Application Fees 7030 $500.00 Total Paid: $1,500.00 Notes: Payment Type Amount Paid By CK#1001 $1,500.00 Stepnowsky, Carl Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Stepnowsky, Carl 500 Tuckers Lane Southold, NY 11971 Clerk ID: SABRINA Internal ID:7030 BOARD MEMBERS _ f So Southold Town Hall Leslie Kanes Weisman,Chairperson ®�� ��®� 53095 Main Road•P.O.Box 1179 _ ® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes CA r Town Annex/First Floor,Capital One Bank Gerard P.Goehringer �® ® �® 54375 Main Road(at Youngs Avenue) Nicholas Planamento ��c®� Southold,NY 11971 9 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, JUNE 1, 2017 PUBLIC HEARING NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY, JUNE 1, 2017: 9:30 A.M. - CARL STEPNOWSKY#7029 - Request for a Variance under Article III, Section 280-15 and the Building Inspector's October 5, 2016 Notice of Disapproval based on an application for a permit to legalize an "as built" deck addition to an existing accessory garage converted into an "as built" accessory apartment; at: 1) less than the code required minimum side yard setback of 10 feet; at: 500 Tucker Lane, Southold, NY. SCTM#1000-63-5-3. The Board of Appeals will hear all persons, or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review during regular business hours and prior to the day of the hearing. If you have questions, please contact our office at (631) 765-1809, or by email: kimf@southoldtownny.gov Dated: May 18, 2017 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 1 v TOWN OF SOOTHOLD ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of MAILINGS (Name of Applican S(jTM Parcel# 1000= COUNTY OF SUFFOLK STATE OF NEW YORK : I, residing at New York, being duly swo deposes and says that. Oti the day of ,20 , T personally mailed at the United States Past Office in 5� � ,Neer York,by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown oil the current assessment roll verified from the official records on file with the( }Assessors,or( ) County Real Property Office for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the-applicants property. (Signature) Sworn td before me this day of 120 (Notary Public) _ PLEASE lust on the back of this Affidavit or on a sheet of paper, the lot numbers next to the owner names and addresses for which notices were mailed. Thank you_ 6 �a TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of POSTING (Nof Appi_ica ts) Regarding-Posting of Sign upon Applicant's Land Identified as SCTM Parcel 91000- COUNTY OF SUFFOLK) arrie STATE OF NEW YORK) ng _r:>60l residi at New York, being duly sworn, depose and say that: On the day of 1/1 ,201 , I personally placed the Town's Oficial Poster, with the date of bpgPtng and-nature of my application noted thereon, securely upon my property, located ten(10) feet or closer from the street or.right-of- way(driveway entrance)—facing the street or facing each street or right-of-way entrance,* and that I hereby confirm that the Poster has remained in place for seven(7)days prior o the .date of the subject hearing date, which hearing date was shown to be (Signature Sworn to before we this �6 '12 Day of M 0, , 2011 •JJ TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 (N t y Public)' QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2Dj near the entrance or driveway entrance of my property, as the area most visible to passerby. O A � - k r's D. OAhiTOA 22 CO . 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"y,ti' •`i, h ;Aomestic Return #0002068350 STATE OF NEW YORK) )SS: COUNTY OF SUFFOLK) Karen Kine of Mattituck, in said county,being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES , a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 weeks(s),successfully commencing on 05/25/2017 r Principal Clerk Sworn to before me this ?kpday of /u0j) HRISTINA VOLINSKI NOTARY PUBLIC-STATE OF NEW YORK No. 01V06105050 Qualified in Suffolk County My COmmiedi4ri Expires February 28,2020 TYPESET Mon May 22 16 2l.59 EDT 2017 or their representatives,desiring to be heard at LEGAL NOTICE each hearing,and/or desiring to submit writ- SOUTHOLD TOWN ZONING ten statements before the conclusion of each BOARD OF APPEALS hearing. Each hearing will not start earlier THURSDAY,June 1,2017 than designated above Files are available for PUBLIC HEARINGS review during regular business hours and NOTICE IS HEREBY GIVEN,pursuant to prior to the day of the hearing If you have Section 267 of the Town Law and Town Code questions,please contact our office at,(631) Chapter 280(Zoning),Town of Southold,the 765-1809, or by email KimF@ following public hearings will be held by the southoldtownny gov SOUTHOLD TOWN ZONING BOARD OF Dated.May 18,2017 APPEALS at the Town Hall, 53095 Main ZONING BOARD OF APPEALS Road,PO Box 1179, Southold, New York LESLIE KANES WEISMAN, 11971-0959,on THURSDAY,June 1,2017. CHAIRPERSON 9:30 A.M. - CARL STEPNOWSKY BY Kim E.Fuentes 029-Request for a Variance under Arti- 54375 Main Road(Office Location) cle HI, Section 280-15 and the Building 53095 Main Road(Mailing/USPS) Inspector's October 5,2016 Notice of Dis- P.O.Box 1179 approval based on an application for a per- Southold,NY 11971-0959 mit to legalize an"as built"deck addition 2068350 to an existing accessory garage converted into an"as built"accessory apartment;at: 1) less than the code required minimum side yard setback of 10 feet;at:500 Tucker Lane,Soifthold,NY.SC-IT01000-63-5-3. ------- 9:45 A.M. - CARL STEPNOWSKY #7030-Applicants request a Special Ex- ception under Article HI, Section 280- 13B(13).The Applicant is owner of subject property requesting authorization to legal- ize an"as built"Accessory Apartment in an accessory structure, at: 500 Tucker Lane,Southold,NY.SCTM#1000-63-5-3. 10:00 A.M. - AMY E. REICHARD #7054-Request for a Variance under Arti- cle XXIII, Section 280-124 and the Building Inspector's January 13, 2017, Amended February 23,2017 Notice of Dis- approval based on an application for a per- mit to construct additions and alterations to an existing single family dwelling;at:1) less than the code required minimum front yard setback of 35 feet; at: 23650 NYS Route 25, Orient,NY.SCTM#1000-18-5- 16.1. 10:15 A.M. - ROGER AND EILEEN PANETTA#7055-Request for Variances under Article XXIII,Section 280-124 and the Building Inspector's January 13,2017 Notice of Disapproval based on an applica- tion for a permit to construct a deck addi- tion to an existing single family dwelling and to legalize an"as built"accessory ga- zebo;at: 1)proposed deck addition is less than the code required minimum rear yard setback of 50;2) "as built"gazebo is lo- cated in other than the code required rear yard;at:550 Greenway West,Orient,NY. SCTM#1000-15-1-19. 10:30 A.M. - LESLIE BLACK: FM AND JM PEYSER LIVING TRUST#7056 - Request for a Variance under Article XXIH,Section 280-124 and the Building Inspector's January 19,2017 Notice of Dis- approval based on an application for a per- mit to legalize an"as-built"second floor deck attached to a single family dwelling; at:1)less than the code required minimum rear yard setback of 50 feet;at: 1420 Vil- lage Lane,Orient,NY.SCTM#1000-24-2- 6.1. 10:45 A.M.-DAN AND CARLA MES- SINA#7061-Request for a Variance under Article IV,Section 280-19 and the Building Inspector's March 3,2017 Notice of Disap- proval based on an application for a permit to legalize"as-built"additions and alter- ation to an existing accessory building(ga- rage); at: 1) less than the code required minimum side yard setback of 5 feet;at: 835 Pequash Avenue, Cutchogue, NY. S CTM#1000-103-7-24. The Board of Appeals will hear all persons 4uTlk� -wE uF HEARINu The following application will be heard by the Southold Town Board of Appeals at Town Hall , 53095 Main Road , Southold : NAME STEPNOWSKY, CARL #7029 MAP # 63 .-5-3 VARIANCE SETBACK REQUEST, LEGALIZE AS BUILT DECK ADDITION DATE : THURS JUNE 1 , 2017 90m30 AM If you are interested in this project, you may review the file(s) prior to the hearing during normal business days between 8 AM and 3 PM . ZONING BOARD -TOWN OF SO-UTHOLD 765-1809 GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION ' ' ' 'ice ilii/D/,i�1„ i%��/�./„- ,'i��a,�� i' �� ��..; �•moi,/ C 0 N T R A C T 0 R N 0 T E S General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONAL �i���'®I � � -= lu RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. �I ®II,o SII - I[Ellhhl, �j' 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: 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 IN A KEHL DESIGN ASSOCIATES LLC INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, B. LOCKED AREA. residential s, commercial design oconsulting 2. 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 BEFORE COMMENCING 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: 1631 433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, a. All trusses shall be "shaped" as shown on architectural cross sections. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@optonline.net ` 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORKLL L MATERIALS U AND STORED IN ADEQUATELY VENTILATED SPACE. 5, Erect and brace trusses in accordance to truss plate institute recommendations. E. Kei,iDesign ns5oclare5lucororme�YOAKn55ociareS,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. - 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 rain of face I s across supports THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED y g p g P y Pp 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 therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 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 with any work or project other than for which 6 THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 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. 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 E = 1 ,600,000 PSI 7. 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. 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 THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: ACCUMULATION. 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 DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 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 1 1 . CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 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 UNTIL 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 14. ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS, PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTORSHALL 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 S"{FETY 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 THF 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 OIEAND SINGLE MULTIIPLE STATION SIN ACCORDATATION NCE KE AWITH 2015 LARMS AS VINTERNAT ONALELL AS ORESIDENNTIAN 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 I 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 3'-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 DESIGN CRITERIA UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. TABLE 1607.1 - continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, PRESCRIPTIVE DESIGN AND MINIMUM CONCENTRATED LIVE LOADS 9 ALL STRUCTURES TO CONFORM WITH THE 2015 INTERNATIONAL 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 INTERNATIONAL 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 Wi!THOUT STORAGE 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT - OR PROTECTECTED WITH AN IMPACT RESISTANT COVERING WEETING THE REQUIREMENTS UNINHABITABLE ATTICS WITH LIMITED STORAGEi. j' k 20 OF APPROVED IMPACT RESISTANT STANDARD OR ASTM E 1996 AND ASTM 1886 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY RESIDENTIAL R-3 (SIINGLE FAMILY) REFERENCED HEREIN AS FOLLOWS; EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. TYPE OF CONSTRUCTION (CHAPTER 6) HABITABLE ATTICS AND SLEEPING AREAS 30 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET (9144mm) OF GRADE SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996. TYPE GROUP BALCONIES (EXTERIOR) AND DECKS (e) 40 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9144rmm) ABOVE GRADE SHALL NAILING NOTES: MEET THE PROVISIONS OF THE SMALL MISSILE TEST OF ASTiM E 1996. ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDJ'_E OF CHAPTER 23 OF THE 2015 INTERNATIONAL V B ALL OTHER AREAS 40 EXCEPTION: RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. STAIRS AND EXITS 40 300f 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7X16 INCH (11.1mm) AND HEIGHT AND FIRE AREA PROJECT: ONE - AND TWO- FAMILY DWELLINGS MAXIMUM PANAL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING NO SUBSTITUTIONS FIRE AREA PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET (10,058mm) OR EXISTING HEIGHT 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 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 All framing hardware shown On these plans, HEIGHT. BUILDING. 1 POUND PER CUBIC FOOT = 16 kg/M3 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE unless otherwise indicated Is Sim StTie. CONDITIONS THE VERTICAL DISTANCE FROM GRADE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AIND SHALL BE SECURED Simpson Strong-Tie.g PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA 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 No sulostltutlons are approved or authorized, OF THE ACCESSORY THE HIGHEST ROOF SURFACE 4.5 INCHES. RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH 3 STORY THE PROVISIONS OF ASCE-7, WITH CORRISION-RESISTANT ATTACHMENT HARDWARE =TERNATIO AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED Due t0 the relationships Of framing hardware t0 STRUCTURE, LOCATED INTERNATIONAL RESIDENTIAL CODE I. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT UPDATED WITH THE 2016 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 the other components of the structure, any framing 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 hardware substitutions will render these plans AT THE STEPNOWSKY 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 null and void, and will result in the installer/contractor TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2. GLAZING IN RISK CATEGORY I BUILDINGS, INCLUDING GREENHOUSES THAT ARE assuming responsibility for the design and RESIDENCE OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT performance of the entire system. THEAND RAFTERS IS 42LACHES OR GREATER TOTAL HEIGHT FROM RIDGE TO GRADE 17'-3/s J UNINHABITABLE JOISTS AIT0 WHERE OR WHERTHREAREWOOR CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. p500 TUCKERS LANE MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3. GLAZING IN RISK CATEGORY ll, III OR IV BUILDINGS LOCATED OVER 60 FEET 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 SOUTHOLD, NY 11971 THE PLANE OF THE TRUSS SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) OF THE BUILDING SHALL BE PERMITTED TO BE UNPROTECTED. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL 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 CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE 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 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. GENERAL NOTES NOT LESS THAN 3U INCHES 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 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) PLUMBING RISER DIAGRAM 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. STRUCTUAL PANELS o,b,c,d THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS FASTENER SPACING (INCHES) PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) NOTES: AREAS OF STRUCTURE THAN 10 POUNDS PER SQUARE FOOT. FASTENER TYPE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURESICC400 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 SCREW- FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EX. FIRST FLOOR NA DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR INCH EMBEDMENT LENGTH EX. BASEMENT NA ROOMS. BAOSED ANCHOR WITH 2 16 10 8 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW FIRST FLOOR NA EX. SECOND FLOOR NA SQ FT NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE NO. 10 WOOD SCREW- FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. NEW SECOND FLOOR 72 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. BASED ANCHOR WITH 2 16 12 9 SEAL: DATE: INCH EMBEDMENT LENGTH NEW BALCONY NA DECEMBER 06, 2016 LOFT NA Y4 INCH DIAMETER LAGSCREW- PROJECT NO: ATTIC HOUSE a NA BASED ANCHOR WITH 2 16 12 9 INCH EMBEDMENT LENGTH © COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 999-2016 ATTIC (HOUSE)(b) NA DRAWN BY: GARAGE NA UNDER FEDERAL COPYRIGHT LAW. BDK ATTIC (GARAGE)(a) NAPLANS MAY NOT BE REPRODUCED WITHOUT FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4,44'8 N, 1 mile per hour = 0.447 m/s WRITTEN AUTHORIZATION. CHECKED BY: BONUS ROOM NA SCREENED PORCHES NA 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 SUNROOM NA b. Fasteners shall be installed at opposing ends of the wood structural panel. KEHL DESIGN ASSOCIATES, LLC. SHEET NUMBER: NEW DECK 296 SQ FT Fasteners shall be located a minimum of 1 inch from the edge of the panel. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE COVERED PORCHES NA c. Anchors shall penetrate through the exterior wall covering with an embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN COVERED ENTRANCE NA length of 2 inches minimum into the building frame. Fasteners shall be located PROOF OF PURCHASE, G1 POOL HOUSE CABANA NA a minimum of 2Y inches from the edge of concrete block or concrete. ACCESSORY STRUCTURE NA 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 using vibration resistent anchors having a minimum ultimate withdrawal capacity the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF of 1,500 pounds. Acceptance of these drawings does not indicate that the construction meets the current of Health Services, Town Building Departments, DEC, FEMA, etc. building codes and standards of the state of New York. This drawing shows the existing Verify all conditions, codes, and requirements with such agencies prior to (a) WITHOUT STORAGE conditions to the best of my Knowledge, construction. © KEHL•DESIGN•ASSOCIATES, LLC (b) WITH STORAGE SIMPSON STRONG TIE CONNECTORS SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF ! - �' l '�' DOUG-FIR LARCH S0. PINE UPLIFT TWO 8d NAILS THIS MTS 2 0 L T S 2 0 - SIDE OF TRUSS. PROVIDE (1) HGA10KT ON ''.!' a,! i,x SIDE OF CEILING JOIST / I� r . FASTENERS ALLOWABLE LOADS LOAD LATERAL WITH TOTAL FOUR /• o MODEL GA TO UPLIFT UPLIFT (133/160) 8dx1�" RODE 8d NAILS ° AND ON SIDE OF RAFTER71 7 NO. NAILS i ff INTO TRUSS RAFTERS/ TO TO PLATES STUDS ULT. (133) (160) F F2 (133& TRUSS s=__ STU NOTE: REFER TO SIMPSON WOOD CONSTRUCTION c®= SIMPSON 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND _ TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 `HL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES ' residential & commercial design * consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 ° 0 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWOARTJ"x12 _ e P0.Boz 1615 phone: (631)433-9084 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILSo0 MODEL GA ULT. LFTA LFTA REF. INTO °� ! •o° ° AVG Southold,New York 11971 E-Mail: ssbn654@optonl'ne.net N0. MAX. CLEAR EIGHT °° °' WIDTH PAN L QTY DIA 1 2" 2J" 3" 3�" 1�" 2" 2�" 3" 3}' 8d NAIL S r^ __-Kehl-Design-Associates,LLC o formerly D A K Associates,LLC INTO LFTA 16 2J" 17" 38J"16-10d — 4200 1205 1400 5, 44, 85 sruD °• OWNERSHIP & USE OF DOCUMENTS: 2 ° DOUG-FIR LARCH / 50. PINE FASTENERSALLOWABLE UPLIFT LOADS °° These drawings and specifications including the MODEL L AVG 10d 10d x 1}" CODE NO. ULT. LFTA ideas, design are the property of KEHLpDESIGNd REF. LSTA21 10d 1 O x 1}" 133 / 160 133 160 °° ( ) ( ) ( ) be o °° Simpson Strong-Tie copied, disc osed Lto others LC. No aor rt thereof n Mconlnection MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 • ,° °° HGA10 with any work or project other than for which o, TT MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 o ° DETAIL they have been prepared without written consent. o ° ART "x12 0 0 0 0 LST20 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41 CNW- DETAIL "E" °° sTu 8"— COUPLER NUT Equal number of °° �SIMPSON � � DOUG-FIR-LARCH/ TYPE OF DIRECTION SO. PINE CODE MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. specified Halls In ° TAKE—UP WASHER NO. TION FLOOR (25) 1 303/° I:; each end Simpson Strong—Tie `� � qtr, G 515 645 67o CS16 ART8"x121 ' LTP4 5 J 515 645 670 6, 39, 97 H 515 645 67a DETAIL "H" ���UF PQ��P�� MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN ARTJ"x12 4NIAG CO HOEDOWN DEFLECTION DEFLECTION CODE MODEL MACHINE LENGTH OF BOLT 2,3 AT HIGHEST N0. AVG AT HIGHEST REF. BASE BODY s ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLO ALLOWABLE HB SB W H B SO CL DIA5•a DESIGN WHEN LOAD DESIGN a0° CA GA QTY DIA 14" 2" 2}" 3" 31" 5}" LOAD WHEN RAISED OFF ° THE SILL PLATE o 0 HD2A 16 12 4A" 24" 21" 8" 2A" i" 11 " �' 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 a 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. AVG OF W L STUD PLATE ULT. (133)2 / SP (160) RODE SP4 3rd" 7}" -10d x 13" 2917 7735 885 7, 40, 127 0 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA y� L NAILS 1010 R (133) (160) REF. °° WORK NOTES: LSTA21 20 1 21 16-10d 905 1205 1295 7, 40, 90 °o MODELDIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS FLOOR (133) (160) REF, 10o Simpson Strong—Tie STU g MSTA24 18 1 1j" 1 24 1 18-10d 1 1025 1370 1 1640 7, 40, 90 1 LUS46 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE TAKE—UP WASHER L SPACING REF. HD2A N T FOR N0. (LENGTH ENGA CUT LENGTH (TOTAL) (100) (133 / 160)2 oc. CONSTRUCTION OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Hilipson Strong-Tie CS16 150' 14" 1 16 CLEAR SPAN +31" 28-8d 1235 1 1650 2T�" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DIMENSIONS FASTENERS ON, DOUG FIR LARCH SO. PINE ALLOWABLE LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA I HEADERS AVG UPLIFT FLOOR (100) SNOW (115)1 ROOF 125) CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" CERTIFIED BY A W H B 10d 16d JOISTS ULT. (133) (160) 10d 16d 1od 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. CNW— LUS46 18 3>%" 41" 2 4-16d 4-16d 6076 1140 1160 1000 — 1150 1250 7, 40, 127 DETAIL "I" COUPLER NUT PROFESSIONAL HUS210-2 14 3g' 9{�" 2 8-16d 8-16d 6076,1 55 2105 — 1650 — 1900 2065 1, 36, 84, 122 ARTJ`x12 STU 5• DOUG-FIR LARCH S0. PINE ALLOWABLE LOADS 8 MODEL FASTENERS UPLIFT LATERAL CODE UPLIFT (133/160) REF. SIMPSON ENGINEER NO. CA ULT. TAKE—UP WASHER TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 160 HGAIOKT 14 4-SDSJ"x1}" 4-SDSJ"x3" 1523 435 435 1165 940 USE A MINIMUM OF S P 4 TWO 8d NAILS THIS CNW- SIDE OF TRUSS, COUPLER NUT S P 4 TOTAL FOUR /• O o SE A MINIMUM OF 8d NAILS TWO 8d NAILS THIS MTS16 r STU `- ANCHOR BOLTS INTO TRUSS SIDE OF TRUSS, MTS 16 L S T A 21 SIMPSON❑N 8 /• o SIMPSON TOTAL FOUR HDA TAKE-UP WASHER 1 Strong—Tie 8NT0 TRUSS LSTA21 HUS210-2 PROJECT: EXISTING ° ® CONDITIONS TWO FI OF THE ACCESSORY o 8 AIL o P STRUCTURE, LOCATED PLATES °po 0 EIGHT ° TWO o ii 8d NAIL 8d NAIL INTO INTO o0 STUD Simpson Strong Tie PLATES DETAIL "A o m° " AT THE STEPNOWSKY _ H7 8d NAIL INTO a DETAIL "D" DETAIL "G" DETAIL "J" RESIDENCE STUD Simpson Strong-Tie Simpson Strong-Tie LFTA m ROD SYSTEM DETAIL "L" 500 TUCKERS LANE LFTA °� SOUTHOLD, NY 11971 LFTA o DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Ridge Strapping EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. BP RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 LSTA30 DRAWING TITLE: V-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. NO SUBSTITUTIONS V-0" DEEP POOL x 6' DIA, = 22.3 cu.ft. per vertical ft. All framing hardware shown on these plans, V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. SIMPSON WIND LOAD 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. unless otherwise indicated, is Simpson Strong—Tie, No substitutions are approved or authorized, CHARTS & CALCULATIONS i' ROOF AREA = 840 sq/ft Due to the relationships of framing hardware to / STRONG-TIE DETAILS the other components of the structure, any framing V = A x R x c hardware substitutions will render these plans & ROOF DRAINAGE LTP4 null and void, and will result in the installer/contractor A = 840 sq/ft CALCULATIONS LTP4 R = 2" RAINFALL = .17 ft assuming responsibility f or the design and performance of the entire system, °°o° 00LTP4 C = COEFF. = 1.0 NOTES: DETAIL "C" V = 840 x 1 x ,166667 = 140 c.f. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong-TiePROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Floor-t o-Floor Connections 140 (/ 42.25 VERTICAL FT. / FT = 3.31 V.F. FIELD DESIGN PROIFFONS AND ESSIONAL DAISSUMEONS AND BE S NO LIABILITYLEY FOR OMMIONSIBLE S ONS DUETO O FIELD UNKNOWN OR USE (1) 8 DIA. POOL 4'-D" DEEP = 4 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT OR Ridge Strapping FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 140 / 22.3 VERTICAL FT. / FT = 6.28 V.F. Detail SEAL: DATE: LTP4 DETAIL "B" USE (2) 6' DIA. POOL 4' DEEP = 8 V.F. PROJDECTE BER 06, 2016 LTP4 Simpson Strong-Tie POOLS TO BE PLACED ON OPPOSITE SIDE OF 9-2016 DRAWN BY: Floor-to-Floor Connections HOUSE AND/OR LEADERS TO BE PIPED TO BDK POOLS (1/2 OF THE ROOF TO DRAIN TO EACH CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA G2 WHERE TRAFFIC IS TO BE PRESENT. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING - IF MULTIPLE POOL SYSTEMS ARE USED Acceptance of these drawings does not indicate that the construction meets the current PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) ON EACH SIDE OF THE HOUSE THEN building codes and standards of the state of New York. This drawing shows the existing JAMES J DEERKOSKI, PE THEY ARE TO BE CROSS-CONNECTED conditions to the best of my Knowledge. © D•A•K ASSOCIATES, 3, ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) u.c ,.r Gr r i, r r%' r . i r/'., r� r, ,r �, — ILLd.L1JLs r, G LIRR ( MTA) KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting P0.Box 1675 phone: 1631�433-9084 Southold,New York 11971 E-Mail: ssbn654Copfonline.net Kehl Design Associates,LLC_o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: 0l These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof sholl be copied, disclosed to others or used in connection with any work or project other than for which they hove been prepared without written consent. IiDapuDH REVISIONS: 45 W E .a — z OF cn .o =o c 0 SE IXO 9909MSd aiH MN I 0 ~ cc I WORK NOTES: I I z o =I O a = oI F"_ NOT FOR X18901 0 �I CONSTRUCTION USE B9ZZ UNLESS � I I ' 1 CERTIFIED I ' BY ENGINEER Q 0 w _ v �I I � _ � o PROJECT: },I I EXISTING �0 1 CONDITIONS OF THE ACCESSORY STRUCTURE, LOCATED �I 1 AT THE STEPNOWSKY ZEOC RESIDENCE 26 500 TUCKERS LANE SOUTHOLD, NY 11971 DRAWING TITLE: TUCKERSLANE PLANS AS NOTED 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 D SECOND D UNFORESEEN FIELD CONDITIONS AND OR ADDITONS BASED UPON COMMENTS NOT TOTAL HABITABLE AREA OF SECOND FLOOR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. TO BE 725 SQ/FT SEAL: DATE: DECEMBER 06, 2016 PROJECT NO: 999-2016 DRAWN BY: EXISTING SECOND BDK © COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. CHECKED BY.- ALL Y:ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED NOTE: FLOOR CONDITIONS PLAN UNDER FEDERAL COPYRIGHT LAW, SHEET NUMBER: ALL ANCHOR BOLTS PLANS MAY NOT BE REPRODUCED WITHOUT ARE TO HAVE 3"x3" BASE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE WRITTEN AUTHORIZATION, PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME SCALE:12"= 1'-0^ ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Al 01 WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION, KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE NOTE: Acceptance of these drawings does not indicate that the construction meets the current PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: of FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS building codes and standards of the state of New York. This drawing shows the existing Acceptance of these drawings does not authorize the right to build without the authorization BLOCKED 48 cc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS, conditions to the best of my Knowledge. BAYS PARALLEL TO EACH OTHER FROM 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 KEHL-DESIGN•ASSOCIATES, LLC EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)13/nx 9%" LVL HEADERS p y g agencies prior to construction. .,��j�:'�%.",v� i ,. A 01 01 A 4- -3" '-3" KEHL DESIGN ASSOCIATES LLC BUILDING �� �--�� �=-� �--�' o' � , ----------- ----------- _ ACQ Decking �Trex or Equal Handrail I ——————————————— - - - residential 8 commercial design o consulting esi n in 22x1 AZirder I _ _ = j2 xl =A Girde = 2x8 ACQ (2)2x1 ACQ Girder (2)2x1 ACQ Girder PO.Box 1675 I phone: 1631)433-9084 II I Southold,New York 11971 E-Mail: ssbn650clotonline,net Solid Blocking 2x8 ACQ o Simpson MTS16 I I A101 II I B Kehl Design-Associates,LLC o formerly D A K Associates,LLC I I A101 Y"x 12" Galy. Carriage Bolts Y 12" Galy. Carriage Bolts I 1 II I OWNERSHIP & USE OF DOCUMENTS: II 2x8 ACQ Said Blockln (2)2x10 ACQ GirderJ (2)2x10 ACQ Girder I I II g I These drawings andspecifications including the (2)2x10 ACQ Girder (2)2210 ACQ Girder B 'v ideas, design and arangements represented A101 1 3 I I A101 II 2x8 ACQ Solid Blocking ASSOCIATES, LLC.property pat thereof shall be EXISTING 14' B II I therein, are the ro ert of KEHL DESIGN 'r--4'-44" I I 2x8 ACQ Solid Blocking copied, disclosed to others or used in connection e. 52" 52" —_— I 2x1L_AC1-Licder II 228 AC I with any work or project other than for which I Q Solid Blocking 6x6 ACQ Posts P 6x6 ACQ Posts O i P -— _—— they have been prepared without written consent. ElI Simpson Anchor � I �2,� � �,� �2, II 2x10 ACQ Girder J I REVISIONS: CBS044-SDS2 2x8 ACQ Solid Blocking I II 2x10 ACQ Girder 2 2x10 ACQ Girder _ 2 2x10 ACQ Girder I 1° 12' I OO OI _ 12° Sona Tube 12" Sona Tube 2z1O ACQ Girder x1 AC Gird r x1 A irder T 2'x2xl' EXISTING BUILDINGEXISTING BUILDING RECEIVEc Conc. Ftg. 2" 2" Min. 3'-0" 2" 2" Below Final Grade " iv #4 Stirrup A A ZONING F5Upl7 A101 A101 D OF APPEAL (5)y4 Rebar E.W. FOOTING PLAN- FLOOR FRAMING PLAN- DECK SECTION A101 A101 A A101 3' 3> WORK NOTES: 20' 0' NOT FOR z0' " CONSTRUCTION 13 co B il U S E 1 A101 o A101 B B —92Y Y" Galy. Bolt Y" Goly. Bolt Y" Galy, Bolt Q A101 o A101 _ UNLESS CERTIFIED Y" Goly. Bo!t S° Y" GGIV. Bolt 10 66 ACQ Brace BY Ir ENGINEER 44,',' 1, 52" 52" 8'-9-71 5 " 6x6 ACQ Posts 64 ACQ Posts 6x6 ACQ Posts —_ EXISTING A HOUSE EXISTING A HOUSE A101 A101 PROJECT: EXISTING DECK LAYOUT AND CONDITIONS DECKING PLAN AND OF THE ACCESSORY STRUCTURE, LOCATED DECK SECTION (TYPB POST L PLAN RAILING PLAN- AT THE STEPNOWSKY A101 RESIDENCE 500 TUCKERS LANE SOUTHOLD, NY 11971 2x12 ACQ Tread DRAWIING TITLE: 26 ACQ Riser /Tread Support PLANS AS NOTED 2x12 ACQ Dinosaur Stringer NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 2x12 ACQ Tread DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 2x12 ACQ Stringer PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 2x6 ACQ Riser / Tread Support DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 2x12 ACQ Dinosaur Stringer FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 2x12 ACQ Stringer SEAL: DATE: DECEMBER 06, 2016 PROJECT NO: © COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. 999-2016 Simpson Anchor ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED DRAWN BY: CBSO44-SDS2 12" Sona Tube UNDER FEDERAL COPYRIGHT LAW. BDK Bottom of Tube to be PLANS MAY NOT BE REPRODUCED WITHOUT CHECKED BY: Minimum of 3'-0" Below WRITTEN AUTHORIZATION, ALL ANCHOR BOLTS Final Grade ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF SHEET NUMBER:ARE TO HAVE 3"x3" BASE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE 12" Sono Tube KEHL DESIGN ASSOCIATES LLC. PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION AF & PA WOOD FRAME Bottom of Tube to be THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Al 0 2 ( ) Minimum of 3'-0"Below PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION, Final Grade 12" Sana Tube 12" Sona Tube STAIR DETAILS Acceptance of these drawings does not indicate that the construction meets the current NOTE: Bottom of Tube to be Bottom of Tube to be building codes and standards of the state of New York. This drawing shows the existing FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS Minimum of 3'-0" Below Minimum of 3'-0" Below conditions to the best of my Knowledge. DOB NUMBER: OF BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. Final Grade Final GradeAcce Acceptance of these drawings does not authorize the right to build without the authorization BAYS PARALLEL TO EACH OTHER FROM 4 stirrup P 9 9 EACH END OR SIDE OF HOUSE3 " of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © KEH[L•DESIGN"ASSOCIATES LLC NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1/x 9Y LVL HEADERS Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. ZONING BOARD OF APPEALS MAILING ADDRESS and PLACE OF HEARINGS: 53095 Main Road, Town Hall Building, P.O. Box 1179 Southold, NY 11971-0959 (631) 765-1809 Fax 765-9064 LOCATION OF ZBA OFFICE: Town Hall Annex at North Fork Bank Building, 1st Floor 54375 Main Road and Youngs Avenue, Southold website: http://southtown.northfork.net May 8, 2017 Re: Town Code Chapter 55 - Public Notices for Thursday, June 1, 2017 Hearing Dear Sir or Madam: Please find enclosed a copy of the Legal Notice describing your recent application. The Notice will be published in the next issue of The Suffolk Times. 1) Before May 15th: Please send the enclosed Legal Notice, with both a Cover Letter including your telephone number and a copy of your Survey or Site Plan (filed with this application) which shows the new construction area or other request, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, to all owners of property (tax map with property numbers enclosed), vacant or improved, which abuts and any property which is across from any public or private street. Use the current owner name and addresses shown on the assessment rolls maintained by the Southold Town Assessors' Office, or Real Property Office at the County Center, Riverhead. If you know of another address for a neighbor, you may want to send the notice to that address as well. If any letter is returned to you undeliverable, you are requested to make other attempts to obtain a mailing address or to deliver the letter to the current owner, to the best of your ability, and to confirm how arrangements were made in either a written statement, or during the hearing, providing the returned letter to us as soon as possible; AND not later than Mav 22nd: Please either mail or deliver to our office your Affidavit of Mailing (form enclosed) with parcel numbers, names and addresses noted, along with the green/white receipts postmarked by the Post Office. When the green signature cards are returned to you later by the Post Office, please mail or deliver them to us before the scheduled hearing. If any envelope is returned "undeliverable", please advise this office as soon as possible. If any signature card is not returned, please advise the Board during the hearing and provide the card (when available). These will be kept in the permanent record as proof of all Notices. 2) Not Later May 24th: Please make arrangements to place the enclosed Poster on a signboard such as cardboard, plywood or other material, posting it at the subject property seven (7) days (or more) prior to hearing. (It is the applicant/agents responsibility to maintain sign until Public Hearing) Securely place the sign on your property facing the street, not more than 10 feet from the front property line bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both front yards. Please deliver or mail your Affidavit of Posting for receipt by our office before May 30, 2017. If you are not able to meet the deadlines stated in this letter, please contact us promptly. Thank you for your cooperation. (PLEASE DISPLAY YOUR HOUSE NUMBER ALWAYS). Very truly yours, Zoning Appeals Board and Staff Ends. Office Location: hO�*OF $Qyolo Mailing Address: Town Annex/First Floor,Capital One Bank 53095 Main Road 54375 Main Road(at Youngs Avenue) P.O. Box 1179 CA Southold,NY 11971 • Q Southold,NY 11971-0959 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax(631)765-9064 December 9, 2016 Ms. Sarah Lansdale, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Ms. Lansdale : Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File # 7029 & 7030 Owner/Applicant : STEPNOWSKY, Carl J. Action Requested: Legalize "as built" deck addition to the existing accessory garage converted into an "as built" accessory apartment. Within 500 feet of: (X) State or County Road ( ) Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land. ( ) Boundary of Agricultural District ( ) Boundary of any Village or Town If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA C 'r ers n B Y Encls. BOARD MEMBERS OF $o(/j Southold Town Hall Leslie Kanes Weisman,Chairperson �� y® 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor,Capital One Bank Gerard P.Goehringer 0 ® �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento '00UNTd, Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 June 20, 2017 Carl Stepnowski 500 Tuckers Lane Southold,NY 11971 Re: ZBA File#7029 500 Tuckers Lane, Southold SCTM No. 1000-63-5-3 Dear Applicant; Transmitted for your records is a copy of the Board's June 15, 2017 Findings,Deliberations and Determination,the original of which was filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. If you have any questions, please call the office. Sincer ly, Kim E. Fuentes Board Assistant Encl. cc: Building Dept. 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