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HomeMy WebLinkAbout7068 CHECK BOXES AS COMPLETED ( ) Tape this form to 01 co o a ( ) 0 CL CL Pull ZBA copy of ND ( ) Check file boxes for y ( ) Assign next number o outside of file folder w D Date stamp entire c m w � o - v �' �' � ( . ) p � xohNO -� 0 0 file number - o, o o 0. D z co ( ) Hole punch entire o rn m N (before sending to 1 0 � _ o o ( ) Create new index c� cD C ( ) Print contact info & uP, w ( ) Prepare transmittal °o 0 ( ) Send original applic to Town Clerk ( ) Note inside file fold o i and tape to inside 3 -n_ ( ) Copy County Tax Mi (D { neighbors and AG Ic ( ) Make 7 copies and K,_ ( ) Do mailing label rn 00 I (o -;�-'7j 2-0 11-7 A-�-► ®�-es Pn4oA -fid t-h ms afLA I�tmi delta ; �e-ek— 6P- 6 o-2' Pru-m 4i-e,-tzp � - f-t OLO a4- (4s c-to o 1 e- 4- A-r-+ X-)( t See- dYO-- i PR 8/-5 BOARD MEMBERS ®F S (/r Southold Town Hall Leslie Kanes Weisman,Chairperson �� �'® 53095 Main Road•P.O.Box 1179 !® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes cn ac Town Annex/First Floor,Capital One Bank Gerard P.Goehringer ® yoc 54375 Main Road(at Youngs Avenue) Nicholas Planamento lij'co .� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 RECE VE® of- a=113rn-- FINDINGS,DELIBERATIONS AND DETERMINATION fU(G 2 1 d77/1vaMEETING OF AUGUST 17,2017 ZBA FILE 7068 Southold Town Clerk NAME OF APPLICANT: Dimitrios Antoniadis PROPERTY LOCATION: 3300 North Sea Drive, Orient NY SCTM No. 1000-15-1-4 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated May 2, 2017 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated July 19, 2017. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available it is the coordinator's recommendation that the proposed action is CONSISTENT with the LWRP based on the following: 1. The proposed ground disturbance from the 4.8 feet by 25.6 feet covered porch is minor. 2. Construction is not proposed within the Coastal Erosion Hazard Area(CERA) or the FEMA VE flood zone. 3. Compliance with Chapter 236 Stormwater Management of the Southold Town Code will be required. SUFFOLK COUNTY SOIL AND WATER CONSERVATIVE DISTRICT: This application was referred for an evaluation and recommendation to the Suffolk County Soil and Water Conservation District. According to a letter from the agency, dated May 8, 2017, an inspection of the property was conducted on the same date. The agency found that gutters and downspouts were installed, but discharged directly onto the ground surface. They recommended that drywells be installed at the base of the existing downspouts and that downspouts be added to minimize any stormwater runoff. Any surface water runoff that travels toward the bluff is important as water running over the bluff face is a catalyst of erosion. The agency representative reported that the bluff appeared to be in good and stable condition and further recommended that heavy machinery, equipment or supplies be stored and used a minimum of 25 feet setback from the bluff top edge. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 27,121 sq. ft. parcel with a buildable lot area of 21,643 sq. ft. located in the R-40 Zoning District. The property measures 110.72 feet which fronts the Long Island Sound along the northerly property line, measures 253.77 along the easterly property line, Page 2,August 17,2017 #7068,Antoniadis SCTM No 1000-15-1-4 measures 110.00 fronting North Sea Drive along the southerly property line and measures 250.54 feet along the westerly property line. The property is improved with a two story frame house, an attached wood deck and a detached frame garage as shown survey prepared by Nathan Taft Corwin III, L.S. last dated February 24, 2017. BASIS OF APPLICATION: Request for a Variance under Article XXII, Section 280-116 and the Building Inspector's March 15, 2017, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling, at: 1) located less than the code required 100 feet from the top of the bluff, at: 3300 North Sea Drive, (Adj. to Long Island Sound) Orient,NY. SCTM#1000-15-1-4. RELIEF REQUESTED: The applicant requests a variance/under Section 280-116 of the Town code that requires that the proposed construction must have a 100' setback from the top of the bluff. The most recent survey dated February 24, 2017 shows the proposed alterations and additions including a proposed uncovered deck attached to the dwelling and located on the western side yard has a setback of 62 feet from the top of the bluff. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application August 3, 2017 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law§267-b(3)(b)(1). Grant of the variance will not create an undesirable change in the character of the neighborhood or a detriment to nearby properties. The home has been in this location on this site for many years. The side yard setback is a conforming 18.2 feet from the westerly lot line. The property is non-conforming in area as well and the placement of the dwelling measuring less than 100 feet from the bluff was approved with a certificate of occupancy issued(Z3894)on July 23, 1970. 2. Town Law X267-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. Construction of the dwelling in its location was approved and a certificate of occupancy was issued in 1970. The requested addition and alterations of the home having a distance of less than 100 feet from the top of the bluff requires an area variance. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 38% relief from the code. However,the home has been in place on this parcel for several years. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the Southold Town Board of Trustees. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. The applicant has a non-conforming lot, with a non-conforming setback from the top of the bluff. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations including a proposed deck and walkway while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3,August 17,2017 #7068,Antoniadis SCTM No 1000-15-1-4 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 Goehringer, seconded by Member Dantes (Vice Chair), and duly carried,to GRANT the variance as applied for, and shown on the survey prepared by Nathan Taft Corwin III, L.S., last dated February 24, 2017. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Applicant shall accept the comments and adopt recommendations set forth by Suffolk County Soil and Water Conservation District dated May 8, 2017, as well as initiate said recommendations before construction commences. 2. The proposed uncovered deck shall remain open to the sky and the proposed covered deck walkway shall not be enclosed and remain as unconditioned space. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Dantes (Vice Chair), Planamento, Acampora and Goehringer (Chairperson Weisman Absent). This Resolution was duly adopted(4-0). � Eric L. Dantes, Vice Chair Approved for filing 8 / 18 /2017 o.j�D SURVEY OF �D s _ -� LOT 20 MAP ZsL� o'°"�z/ No. 354 ' �s GREEN ACRES SAT ORIENT OCG / l � FILE 0 FILED APRIL 13, 1962 L �N SITUATE � /1LO ORIENT WAS Nom/ x TOWN OF SOUTHOLD X/ //X/I$ /, SUFFOLK COUNTY, NEW YORK 00 S.C. TAX No. 1000-15-01-04 SCALE 1"=20' - JUNE 8, 2011 10 "s FEBRUARY 24, 2017 UPDATE-SURVEY & ADD PROP. COVERED WALKWAY AREA = 27,121 sq. ft. 4 / / // /'/ 14 ', (TO TIE UNE) 0.623 OC. :16 S pfROV' /�--- _ - , •�) � - � //I //'/ '' i 17 p JH AP'µ1VOF A9 � I •-. � i ' �Eaos+oo HosNE�2p I r f I j C i A OV. N 4s�e ++' NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM % A / .IzBx EXISTING ELEVATIONS_ARE SHOWN THUS:= >,y1 \\\\ I EXISTING CONTOUR LINES ARE SHOWN THUS: ————s———— ,B 'e. /\ 'X-IB•Q —— C.FL— FIRST FLOOR TC- — TOP OF CURB / \ X 000 C' \ 5fW0°OEP •m•9 lyff r ` Q LOT COVERAGE OVER BUILDABLE LOT AREA \\ 1 X9.2 (LOT AREA LANDWARD OF TOP OF BLUFF e; 21,643 aq. 11.) F\\ j u � DESCRIPTION 21.lJ 1 PTION AREA Y. LOT COVERAGE HOUSE \ 7 HOUSE W/PORCH 2,035 sq. . 9.4/C 2 STORY FRAME r o 11 ID,2' DECK(REAR HOUSE) 1,001 sq./1. 4.69 u,1'HousE j4°' 18J NartooNort. GARAGE 408 sq. ft. 1.9X u+`•" •m•T 1 I 11' a�'E. DRIVEWAY 2.400 sq. 11. 11.IX _- y C1 p F.F+- - I x•Ie•7 1 REAR DECK&WALK 141 aq. 11.EREP O.6X OpR"I 45 0, � p ReH// \ TOTAL EXISTING 408 eq, 11. 27.6X m f1 PROP.WALKWAY —�•�ousE �ooF �:' sa:E+ -- '127 sq. fi. 0.6X ,F,�E Uyg7''•' H r \ TOTAL EXIST. &PROP. 5,788 sq. ft. "728.2X y D.eE. Baa x > a,;�'' ". ••' m . a• .. •a.X.1C.lZ I \ uy7H LINX rv+ FRAME ' .. \ $ pp e[ �� . \ 1\ GARAGE • z' 22 3! Aa .. e lu WTI y\: a•X r�.o.. t>• .•\B c� G4 .• 'Q. 09 •fix J 'max ' \ Y x.IU \ `6 f 6 ••� ` .18.0 / �� O .tLz Ln XAU 2Q, - •. , : 4 X.10 �g y STD 4.. � y' v .a•• O i fDr'E• '� � 1�j• PREPARED W ACCORDANCE WITH THE MINIMUM BY tLI i0R MANGE AS FSTABUSHED BY THE I.0 USE µD APPROVED K ADOPTED FOR SUCH USE N.THE NEW YORK SLATE LAND /1 TITLE ASSOCIATION. a N.Y.S. Lie. No. 50467 UNAUTHORIZED ALTERATION OR ADDMON SECTTIIO�N 7209 OIS F A HEWTOYpRK STATE Nathan Taft Corwin III EOUGUON LAW, IN,COPIES OF THIS SURVEYMAP.-NOT BI:IRINO Land Surveyor EAL OR SFAI OSfULL,INOTT BE CONSIDERED R.R.TO BE A Vµ0 . COW CERTBiG1I0Ns INDIGTED HEREON SHALL RUN Successor To:Slanloy J.Isakaen,Jr.L.S. ONLY TO THE PERSON FOR WHOM 1HE SURVEY JosapA 0. Ingegno L.S. IS PREPMED,AND ON Ia5 BUA F TO THE LEND CONPANV,GZERNMENrA1 AOENCYµD Title Surveys—Subdivisions — Site Plans — Construction Layout LENDING WSTITUTION USTEO HEREON,µD TO THE PHONE ASSIOHEES OF THE LENDING INSR- 1URON.CEHIIRGTONS ARE NOT TRANSFERABLE. (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT UVUNC ADDRESS ANY,NOT SH TAREFNOTOGUARAHTEED. Jamesport,Now YorkIF 586 Main d11947 P.O.Box 16 Jamesport,Now York 11947 SURVEY OF 0 LOT 20 OD MAP OF � GREEN ACRES AT ORIENT �S 101 ,3 FILE No. 3540 FILED APRIL 13, 1962 SITUATE ORIENT / / o N X �b TOWN OF SOUTHOLD 46/ / O SUFFOLK COUNTY, NEW YORK NG S.C. TAX No. 1000- 15-01 -04 6 6fig°�0� »/ / SCALE 1 =20> JUNE 8, 201 1 6 FEBRUARY 24, 2017 UPDATE SURVEY & ADD PROP. COVERED WALKWAY O109 OF gpNK _!.4 / ,12 AREA = 27,121 sq. ft. 13 (TO TIE LINE) 0,623 ac. __14 14 15 p fR V W� LO b N 3.7 17 PRp L\REP RECEIVED O ' ' / ' / ' / / p5 N NP230 2 ' / / / GOPS�(P EEtOg55 666$ SN (,f I\ eP '2_'0 17 15.9 xl� / PN ZONING BOARD OF APPEALS AIr \5L NOTES: C 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM t� �° Cl t7.t _ i / EXISTING ELEVATIONS ARE SHOWN THUS: 5•o 1b/ X- / 17.6 - - EXISTING CONTOUR LINES ARE SHOWN THUS: - -5- - - - 15 as \� \\�\ m F.FL. - FIRST FLOOR 16� o� / G.FL. - GARAGE FLOOR 18� \ les - - \ m TC. - TOP OF CURB 1 18.2 x \ n O \ r„ \m \ \ X 17.3 ooD ` r O H Yjp00TDECK 1 17.6 DECK O A� \ WOOD WOOD 18.9 1� Z19.0 STEP m \ i F.FL. b 1 z 1� 19- 7.0' 2 u FRAM USE 7.0' °• 1>�RY� E HO \ 2 5(ORY CANTILEVER 1 182 - AIR cONDIT. 0 16. 14.9 1 N SE 19.31 UNIT NCE PROPOS K c 22-.7 0.4'E. 1 1z 9 1114G�RED 18.7 \ o I r KP > / X8.3 1 O N \y F.FL. PROPOSED GOLKV � 46.0' ROOF OP RCH/ \ 0 pEGK/WA 5T�P5 W ' - OF 5"10iOF h 3 USE BOr STONE WA NO o 22.7 STONE e m FENCE 18.4 0 3.9 E. 22.3 I o 0 :ode ° 'e d, e i .X 18.42 d. a FINAL D CHA LINK FENCE nZ FRAME r w °. ° \ \ 17.8 \ A �A■ ,N m GAR GE °.e e °e' 'e ° �- REVIEWED BY ZE / A ZJ1' d e. e. 2 23 11 #WELLE DECISION SE -7017. 18.3 - I � FENCE DATED �.�/ 18.6 4.0 E. a e °.eX17.93 ':Q ayA�l�R ' �n 18.1X �J� D / / / ��SS..LL�� �..L�L X 'e 17.9 d ° TC 18.33 113 17.9 c \ e A. 0 ,5 Pa 4 e° \w X 17.8 \ °. F �N. I182 ° m \.a e` C. 11 D .e °, O F°vg/ /18 m U �y O 17.8 -`O'11 O ti X e p�,P 18.3 h ° ee m 18.0 Z _ ° e X17.8 X e 18.4 / p0 e ° -P X X 17.7 Xc d e e e q. A 4. g g\OCK e d e a .a PpJEMEC� ° e• X 0� EDGE OF '."• w � � `1 d ° ; PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BYTHE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH U$6 SV--T"E__VEW YORK STATE LAND ^ TITLE ASSfit`(TI N.. �o�Ca 0� f N.Y.S. Lic. NO. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin ��� TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION �W. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION %d"JtrlL _'rl _- �, El[1_I3 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONAL i/ �_ I i General Notes: RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. " -I, Wood: w, GENERAL GENERAL NOTES: 2. FIRE SAFETY: Vp�� T �(� 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Far #2 or better. 11liM DESIGN ASSOCIATES Lt,e 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 / � INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, B. LOCKED AREA. "t' residential a. commercial design . consulting UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 2. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 phone: (631433-9084 BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 4. Pre-manufactured trusses. 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. Soufhold,NewYork 11911 E-Mail: ss6n654@Optonline.nef E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. 3 Kehl Design Associates,LLC e formerly D A K Associates,LLC MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK 5. Erect and brace trusses in accordance to truss plate institute recommendations. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. z -; l///% ?� l/i��'M%!/iz%l//I�%7�, SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 4, G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 6. Plywood sheathing. THE CONTRACTOR SHALL COORDINATE ALL "YORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the 5. b. Plywood sheathing shall be continuous over two or more spans with grain of face ply's across supports THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED Y 9 oration or equal. GAS TO BE USED DURING CONSTRUCTION. Ideas, design and arrangements represented corporation CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR P Q REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ( therein, are the property of KEHL DESIGN ASbe 7. All sills shall be pressure preservative treated 4 PSF ) copretention SYP 2 or better. 3. DUST CONTROL: ASSOCIATES, LLC. No part thereof shall copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE WORK. with any work or project other than for which 6 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, ELECTRICAL, ETC. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONSTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS 7 E = 1,600,000 PSI C. OR HEAVY DROP CLOTHS. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fv = 95 PSI 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 ACCUMULATION. , ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. a. Laminated Veneer Lumber (LVL): 9 E = 1,900,000 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv = 285 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fb = 2600 PSI 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 11 . 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. �OISI 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 NEIGHBORS. 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 p t CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS �;1 ( eti N; hN RESOLUTION. IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND i'ROBLEMS ARISING FROM 6 SPECIAL SAFETY NOTES 1 3. ZONING EsOAR(�OF APPEALS 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 1 HE WILL BE RESPONSIBLE FOR ALL DIISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE 14. 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 SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROV/IDED BY OTHERS ALSO, THE CLIENT AGREES, RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. NOTFOR ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 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 CONSS UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT, USE UNLESS CLIMATIC AND Cc-70GRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL CERTIFIED BY A GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. PROFESSIONAL SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE LOAD SPEED mph CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 lbs/sgft 130 (mph) C SEVERE 3'-0" MC, ERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 Q NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER DESIGN CRITERIA --TABLE 1607.1 - continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, La, UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. AND MINIMUM CONCENTRATED LIVE LOADS 9 1 PRESCRIPTIVE DESIGN ALL STRUCTURES TO CONFORM WITH THE INTERNATIONAL RESIDENTIA!- COPE SECTION 1609 WIND LOADS NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 INTERNATIONAL RESIDENTIAL CGDE UPDATED WITH THE 2016 OCCUPANCI CR USE UNIFORM CONCENTRATED --- E 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 AND RESCUE REQUIREMENTS. USE OCCUPANCY UNINHABITABLE ATTICS WITHOUT STORAGE 1 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL BE IMPA_-T Rr SISTANT OR PROTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIRE' -NTS F ' j. k OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTM E 1996 AND ASTI,J. 1386 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY RESIDENTIAL R-3 (SINGLE FAMILY) UNINHABITABLE ATTICS WITH LIMITED-STORAGE 20 REFERENCED HEREIN AS FOLLOWS; EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. TYPE OF CONSTRUCTION6 CHAPTER 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. BALCONIES (EXTERIOR) AND DECKS (e) 40 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (91 44mm) ABOVE GR '.'''! S'-:,\LL TYPE GROUP NAILING NOTES: MEET THE PROVISIONS OF THE SMALL MISSILE TEST OF ASTM F 1996. ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL V 9 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 7/16 INCH (11.1mm) AND PROJECT: HEIGHT AND FIRE AREA ONE - AND TWO- FAMILY DWELLINGS MAXIMUM PANEL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET (10,058mrn) OR N❑ SUBSTITUTIONS PROPOSED GREAT ROOM HEIGHT FIRE AREA FOR SI: 1 INCH = 25.4mm, 1 SQUARE INCH = 645.16 mm2, 1 SQUARE FOOT = 0.0929 m2 LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCCUPANCY. PANELS SHALL 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 TH" Att framing hardware shown on these plans, _ ADDITION ron , son 1 POUND PER CUBIC FOOT = 16 k0/M3 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING, PANELS SHALL BE unless otherwise indicatedIS Sim StTle, HEIGHT, BUILDING. PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED p Strong -Tie, VERTICAL DISTANCE FROM GRADE 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 substitutions are approved Or authorized, FOR THE PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA 4.5 INCHES. RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE HIGHEST ROOF SURFACE 3 STORY THE PROVISIONS OF ASCE-7, WITH CORRISION-RESISTANT ATTACHMENT HARDWARE =21'-29/e" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 I. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED Due t0 the relationships O� framing hardware t0 INTERNATIONAL RESIDENTIAL CODE 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 A T Cit" 14 1 A LE)" I UPDATED WITH THE 2016 ARE NOT TWO OR MORE ADJA;ENT TRUSSES WITH WEB 'CONFIGURATION CAPABLE OF Vasd DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPH the other components of the structure, any framing INTERNATIONAL CODE SUPPLEMENT. ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). hardware substitutions will render these plans OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED nUtt 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 S 1 E)6, E N C"E OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT performance of the stem. TOTAL HEIGHT FROM RIDGE TO GRADE 23'-413/6 J. UNINHABITABLE ATTICS WITH `7ORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. pere entire system. THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3. GLAZING IN RISK CATEGORY II, III OR IV BUILDINGS LOCATED OVER 60 FEET 3300 NORTH SEA DRIVE 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 ORIENT NEWYORK 11957 THE PLANE OF THE TRUSS SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) OF THE BUILDING SHALL Ef DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL LUMBER SPECIES AND GRADE PERMITTED TO BE UNPROTECTED. THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. DRAWING TITLE: ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER 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 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 ALL EXT. DECK FRAMING MATERIAL ACQ NC PINE #2 AND BETTER 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 30 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) 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. STRUCTURAL PANELS a,b,c,rd 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE FASTENER SPACING (INCHES) PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS 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 STRUCTURES (ICC400) DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE EX. CRAWL SPACE NA K. ATTIC SPACES SEVERED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED < 4 FEET SPAN < 6 FEET SPAN < 8 FEET NEW CRAWL SPACE NA TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING -_ PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE EX. BASEMENT NA ROOMS. NO. 8 WOOD SCREW- DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR BASED ANCHOR WITH 2 16 10 8 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT EX. FIRST FLOOR NA INCH EMBEDMENT LENGTH NEW FIRST FLOOR NA ------ FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. EX. SECOND FLOOR NA NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE NO. 10 WOOD SCREW- OF THE INTERNATIONAL BUILDING CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. BASED ANCHOR WITH 2 16 12 9 SEAL: DATE: NEW SECOND FLOOR 500 sq. ft. INCH EMBEDMENT LENGTH NEW BALCONY NA (� Y Ya INCH DIAMETER LAGSCREW- -i n�` O DECEMBER 01 2016 LOFT NA BASED ANCHOR WITH 2 16 12 9 I Gj ATTIC (HOUSE)(a) - '< O � PROJECT N0: INCH EMBEDMENT LENGTH © COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. �,�� ��,`� � 1006-2016 ATTIC (HOUSE)(b) NA ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED o GARAGE NAGARAGEa NA * DRAWN BY: DK UNDER FEDERAL COPYRIGHT LAW. ��' ATTIC PLANS MAY NOT BE REPRODUCED WITHOUT FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4-.448 N, 1 mile per hour = 0.4A 7 m/s -j �� � CHECKED BY: WRITTEN AUTHORIZATION. r - BONUS ROOM NA SHEET NUMBER: a. This table is based on 140 mph wind speed and at 45-foot mean roof height, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF SCREENED PORCHES NA i5F Oti18E8 ��' SUNROOM NA b. Fasteners shall be installed at opposing ends of the wood structural panel. KEHL DESIGN ASSOCIATES, LLC. �A) - 51 NEW DECK NA Fasteners shall be located a minimum of 1 inch frrom the edge of the panel, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �UFESr7 COVERED PORCHES 128 sq. ft. c. Anchors shall penetrate through the exterior wall covering with an embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN l'7 G1 COVERED ENTRANCE NA length of 2 inches minimum into the building frarrne. Fasteners shall be located PROOF OF PURCHASE. a minimum of 2Y2 inches from the edge of concrete block or concrete. POOL HOUSE CABANA NA Acceptance of these drawings does not authorize the right to build without d. Where panel are attached to masonry or masonry ;stucco, they shall be attached ACCESSORY STRUCTURE NA using vibration resistant 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. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. © KEHGDESIGN•A%OCIATES,uc (a) WITHOUT STORAGE (b) WITH STORAGE SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF � %,',� ��// i•i. /;, �'� /%"� ,,!%%. TWO 8d NAILS THIS /' - SIDE OF TRUSS.DOUG FASTENERS ALLOWABLE LOADS LOAD , (1) HGA10KT ON �,z MODEL GA UPLIFT UPLIFT LATERAL WITH8dx`1 CODE TOTAL FOUR /. m / / PROVIDE / N0. TO TO TO AVG (133/160) 8dx14' REF. 8d NAILS oo SIDE OF CEILING JOIST �j/� � t ` T '�i +- NAILS INTO TRUSS ° AND ON SIDE OF RAFTER � _�� \ �� � RAFTERS/ PLATES STUDS ULT. 133 160 F F (133& _ , TRUSS ( ) ( ) 2 STU g�" r r. m SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION mc H7 16 4-8d 2-5d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND _=s TAKE-UP WASHER KEHL DESIGN ASSOCIATES roc PROPER INSTALLATION PROCEDURES .� H6 16 8-8d 8-8d 3983 915 950 650 5, 44 residential & commercial design . consulting •/ DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o ARTJ'x12 (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL °o ° PO.Box 1675 phone: (631)433-9084 REF. INTO / MODEL GA ULT. LFTAz LFTA b, { ° ° Southold,New York 11911 E•Moil: ssbn654@o fonline,net N0. WIDTHSPAN L QTY DIA 1�' 2' 22" 3' 31" 1}„ 2" 22" 3" 34" PLATES o0 0° e p EIGHT 8d NAIL INTO S P 4 Kehl Design Associates,LLC c formerly D A K Associates,LLC STUD / r� LFTA 16 2 17" 3g "16-tOd — 4200 1205 1400 S, 44, 85 ���f//� �7'JJ� r o. DOUG-FIR LARCH / SO. PINE FASTENERS ALLOWABLE UPLIFT LOADS3 OWNERSHIP & USE OF DOCUMENTS: 0 MODEL L AVG 10d 10d x 17' CODE 0. These drawings and specifications including the NO. ULT. REF. LFTA 10d 10d x 14" (133 / 160) (133) (160) LSTA 1 ideas, design and arrangements represented ° therein, are the property of KEHL DESIGN X0 A1 HGon Strong-Tie copied, disc osed Lto othersJPart or thereof n sconlbe nection MTS16 16 14-10d 14-10d x 12 3116 1000 840 1000 3, 41, 128 . GA10 With any work or project other than for which ° o MTS20 20 14-10d 14-10d x 12" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 °o DETAIL "1�" they have been prepared without written consent. o° 0 LST20 20 12-10d 12-10d x 12" 2383 775 720 720 31 41 °o CNW- COUPLER NUT DETAIL "E" Simpson /STU 8 - DOUG-FIR-LARCH TYPE OF DIRECTION SO. PINE CODE gUal number of ° Stron ALLOWABLE LOADS REF. ° g—Tie SIMPSON MODEL CONNEC- OF LOAD FLOOR ROOF 1331/ specified n a I l S I n ' NO. TION (100) (125) 160 each end ° Strong-Rod TAKE-UP WASHER I'• Simpson Strong-Tie System G 515 645 6701 S16 ART5"x12 LTP4 5 J 515 645 — 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOAD S1,7.1(DF/SP) (133) HOLDOWN HOEDOWN ARTR'x12 MODEL STUD DEFLECTION DEFLECTION CODE AVGLENGTH OF BOLT z•3 AT HIGHEST NO. ANCHOR MACHINE ULT. IN VERTICAL WOOD MEMBER AT HIGHEST ALLOWABLE REF. BASE BODY a s e BOLTS ALLOWABLE LOAD DESIGN o GA CA HB SB W H B So CL DIA DESIGN 0 �^ OTY DIA 12° 2" 22" 3" 32" 52" LOAD TTHH WHEN ILL PLATOFF 0 0 oY o HD2A 16 12 4A" 22" 2J" 8 21b" " 117s" 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 o / FI�CCT�1;C 0 0 0 DIMENSIONS FASTENERS MODEL AVG / ( f t, O,l. P ALLOWABLE UPLIFT LOADS I �/ NO. W L STUD PLATE ULT. CODE DF SP (133)z (16 0)' REF. ,� ZONING BOARD OF!APPEALS SP4 3&g 7}" -10d x 1J" 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° N0. GA W L NAILS 10�R (133) (160) REF, °o WORK NOTES: LSTA21 20 1 21 T6-710d 905 1205 1295 7, 40, 90 00 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE 0 N0. GA W L NAILS (100) (133) (160) REF. ,00 Simpson Strong-Tie -S TU 5"- MSTA24 18 14" 24 18-10d 1025 1370 1640 7, 40, 90 8 LUS46 SIMPSON NOT FOR MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE N0. (LENGTH ESD GA CUT LENGTH (TOTAL) i z SPACING REF. HD2A TAKE-UP WASHER (100) (133 / 160) oc. OF ROLL IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CONSTRUCTION 1235 1650 2 H1IG CV V N CSi6 150' 14" 16 CLEAR SPAN +31" 28-8d T'f" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS DIMENSIONS FASTENERS ON. -FIR AR H INE A WA L A MOODEL CA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE ON THIS PLAN PROFESTHOUTSIONAL WRITTEN AUTHORIZATION DETAIL, "F" BY A LICENSE PROFESSIONAL ENGINEER, PLACES 10d 16d ULT (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. r LUS46 18 3 " 4j" 2 — 4-16d 4-16d 5076 1140 1 1160 — 1000 — 1150 —11250 7, 40, 127 111fill CN W— V E RTI F I E D BY A HUS210-2 14 3A" 9J" 2 DETAIL I 8-16d 8-16d 6076 1755 2105 — 1650 1900 2065 1, 36, 84, 122 COUPLER NUT CC DOUG-FIRLARCH/SO. PIN ALLOWABLE A ARTR'x12 STI I 5„ D— ■ ROFESSIONAL FASTENERS UPLIFT LATERAL CODE lJ MODEL GA AVG UPLIFT (133/160) REF. ULT. SIMPSON EER NO. TO RAFTERS 70 PLATES TO STUDS (133) (160) F FTAKE-UP WASHER 2 HGA10KT 14 4-SDSa"x12" 4-SDSJ"x3" 1523 435 435 1165 940 160 USE A MINIMUM OF S P 4 TWO 8d NAILS THIS SIDE OF TRUSS. CNW- COUPLER NUT TOTAL FOUR o /• ® A M S P 4 Bd NAILS TWO NAILS 8d NAILS TH[S ANCHOR BOLTS INTO TRUSS SIDE OF TRUSS. MTS16 STU LSTA21 , ® . MTS16 TAKE-UP WASHER SIMPSON 8dAL ANCHOR HD2A LSTA21 Strong-Tie INTO TRUSS HUS210-2 iPROJECT: ` PROPOSED GREAT ROOM ® ADDITION FOR THE W FI B AIL ' TO `' PLATES °®° o EIGHT TWO � 8d NAILS Bd NAIL o INTO INTO DETAIL "A” ANT1A E STUD Simpson Strong-Tie PLATES °mo %f M, 1AD1b H7 EIGHT / Bd NAILDETAIL "J" INTOSTUD Simpson Strong-Tie A` o' ® DETAIL "D" DETAIL "G" E E H7 Simpson Strong-Tie "Ll" LFTA ROD SYSTEM DETAIL3300 NORTH SEA DRIVE LFTA EFTA ° ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY ORIENT NEW YORK 119 DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS Ridge Strapping EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. 57 BP RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 L S T A 3 O :DRAWING TITLE: 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. N❑ SUBSTITUTIONS 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft, All framing hardware shown on these plans, SIMPSON WINDLOAD 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. unless otherwise indicated, is Simpson Strong-Tie, 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. No substitutions are approved or authorized, CHARTS & CALCULATIONS ROOF AREA = 513 sq/ft Due to the relationships of framing hardware to / STRONG-TIE DETAILS I ' the other components of the structure, any framing / ROOF DRAINAGE LTP4 V = A x R x C hardware substitutions will render these plans ' A = 513 sq/ft null and void, and will result in the installer/contractor CALCULATIONS AND LTP4assuming responsibility for the design and PLUMBING RISER DIAGRAM LTP4 R = 2" RAINFALL = .17 ft performance of the entire system, C = COEFF. = 1.0 NOTES: DETAIL "c" V = 513 x 1 X .166667 = 85.5 C.f. NOTE: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE I DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong-Tie ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Floor-to-F(oor Connections 86 / 22.3 VERTICAL FT. / FT = 3.86 V.F. ALL PLUMBING TO BE IN ACCORDANCE WITH STATE AND LOCAL CODES FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE USE (1) 6' DIA. POOL 4'-0DEEP - 4 V.F. DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR - UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Ridge Strapping 3' THROUGH ROOF 3" THRo GH Rooms ROOF FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 3„ 2nd FLOOR „ MAINTAIN MIN. OF 20 FEET FROM SEPTIC Detail 3' 2 sEAL: DATE: LTP4 DETAIL "B" SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). SECO FLOOR 3 3., DECEMBER 01 2016 LTP4 3' GUEST BAMOOM Ex 3 ' �EOF NEwyo PROJECT NO: Simpson Strong-Tie ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA 2 • -3 ��1 ° g'qR,p�� 1006-2016 Floor-to-Floor Connections WHERE TRAFFIC IS TO BE PRESENT. 3„ 2 2 3 '2 2 2•, * � * DRAWN BY: NOTE: B D K ALL ANCHOR BOLTS 2nd FLOOR e 2.. 2 2 2.. 2.. 2' 2.. 3 2 r CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL IF MULTIPLE POOL SYSTEMS ARE USED ARE TO HALVE 3"xY BASE „ 3 GUEST en ROOM 2' 3 2' GUEST ROOM 2 DC CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ON EACH SIDE OF THE HOUSE THEN PLATES TO BE USED AS 3 °I IAIADRY 2 s o� SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE 3' 2. 3.. Z•• apo X81868 -�' LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THEY ARE TO BE CROSS-CONNECTED WASHERS. ((SIMPSON) �roFES,ilc;" �- G r�/�THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. NOTE: 2. 1 st FLOOR // G FLOOR JOISTS ARE TO BE SOLID 2 ' 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) BLOCKED 418" oc. FOR FIRST TWO FRAME 2 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — BAYS PARALLEL TO EACH OTHER FROM 3„ 3 DOB NUMBER: OF EACH END OR SIDE OF HOUSE 4 F.A. ENT ABOVE GRADE PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) C.CDo'o C.O' 4'c o 3•• 3. 4 CI SE WSRAGEWA A SYSTOEM D © ML yjiJlG (L17�/�,=uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) HOUSE TRAP KEHL DESIGN ASSOCIATES, roc 9 Y2" LVL Headers Above 9 Y2" LVL Headers Above residentfal & commercial design * consulting oll Windows and Doors all Windows and Doors Unless Otherwise Noted Unless Otherwise Noted PO.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonr,,n.-.net Kehl Design Associates,LLC e formerty D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ANDERSEN ANDERSEN ANDERSEN ideas, design and arrangements represented FLEXI-FRAME FLEXI-FRAME FLEXI-FRAME therein, are the property of KEHL DESIGN 4'-0"x 7'-0" 3"SM. 4'-O"x 7'-0" 3"SMI. 4'-0"x 7'-0" PSW608OR ASSOCIATES, LLC. No part thereof shall be copied, disclosed o others or used in connection with any work or project other than for which wo they have been prepared without written consent. REV: ELI FIRST FLOOR PLAN LIVING L ROOM —7 1-1 11r8 Insure All Solid Blocking is Insure All Solid Blocking is 10� Installed in All TJI Floor Joists II Installed in All TJ Floor Joists RECEIVE'-D as Per Manufactories Specs. as Per Manufactories Specs. PSW6068REx. C13 II A P R 0L" F 0 EX. PWD 7--)N ING BOARD OF APPEALS V2" I F_ 3Yr _S-11 Yg"_ .7 (ED—n WORK NOTES: IL———— ir Contractor to Insure Final 3y2' Ll Finished Heights are to Match. PANTRY ------ NOT FOR Line of Exist�q Front Wall CONSTRUCTION Contractor to Insure Final USE UNLESS EXISTING Finished Heights are to Match. FAMILY CERTIFIED BY A ROOM skyli]ht skylight skylight Nat q#1 Note:#2 Note:#1 PROFESSIONAL ENGINEER 7 DINING KITCHEN ROOM tD n=L 1>r Ex. C26-2 E. 2868 C1 45L C145L 145R FWH5480 PALR C1 6L C16L C16R PROJECT: ROOM' 7 J 0 IC----- • Contractor #1 2*SM, 2"SM. F05480 PALR 2'SM. 2"SM. Insure All Solid Blocking is Insure All Solid Blocking is Installed in All TJI Floor Joists 15-11' r2 Installed in All TJI Floor Joists PROPOSED GREAT ROOM as Per Manufactories Specs. 16'-y. as Per Manufactories Specs. ADDITION 77 FOR THE Note: Gable studs on the new roof to rest directly above the top plate of exterior wall. ANTON MU b 3300 NORTH SEA DRIVE ORIENT, NEW YORK 11957 DRAWING TITLE: EXISTING FIRST 9 Y2" LVL Headers Above 9)12" LVL Headers Above FLOOR PLAN all Windows and Doors EX. F IRST FLOOR PLAN all Windows and Doors Unless Otherwise Noted Unless Otherwise Noted NOTES: SCALE: )/4"=1'-0" THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Note #1: Skylights are to be centered on front windows (Insuladome 3005 Skylights Low E Glass (Tempered)) PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSION DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: DECEMBER 01, 2016 OF IN E vV 0 PROJECT NO: Y:N O. 8,q IF 1006-2016 0 9j DRAWN BY: �A BDK Ir CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL zw NOTE: CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE �p SHEET NUMBER: ALL ANCHOR BOLTS AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FC> 081868 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF FESSION ARE TO HAVE 3"0" BASE THESE STANDARDS, THE' DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLATES TO BE USED AS PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. A101 WASHERS. (SIMPSON) 1. AF&PA WOOD FRAMEE) CONSTRUCTION MANUAL (WFCM) NOTE: 2.AISI STANDARD FOR COLD—FORMED STEEL FRAMING — DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED Acceptance of these drawings does not authorize the right to build without the authorization BLOCKED 48" oc. FOR FIRST TWO FRAME RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT ALL REQUIREMENTS OF THE 2015 INTERNATIONAL PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building BAYS PARALLEL TO EACH OTHER FROM STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such EACH END OR SIDE OF HOUSE I NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%"x 9Y2' LVL HEADERS 1 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. 11 ©1 EHL-DESI -ASSOCIATES, �'/' LID / r%/ /"r,, /r%o ,�"✓ %�///l4D IBJ-41 -� I♦ 'p ,' ' iPT/% J� E g d KEHL DESIGN ASSOCIATES Lw residential &commercial design . consulting 9 2" LVL Headers Above 9 2 LVL Headers Above all Windows and Doors P0.Box 1615 phone: (631)433-9054 Unless Otherwise Noted a Windows and oars Unless Otherwise Noted Southold,New York 11911 E-Moil: sslyV@optonine.net Kehl Deslgn Associates,LLC®forme_rty D A K Associates,LLC ""//'�rte;/—°-71"I!�!7�//% " A 4A q A A A OWNERSHIP & USE OF DOCUMENTS: 3 0 0 0 03 0 0These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which EXISTING they have been prepared without written consent. DECK EXISTING DECK REV: 20'-5" EX. BASEMENT '_s• 1s-n' 2o'-s" LIVING ,y1 -s° 15'-11' ROOM Insure All Solid Blocking is NEW i Insure All Solid Blocking is RECETVVE17) Installed in All TJI Floor Joists o o Installed in All TJI Floor Joists UNCOVERED( as Per Manufactories Specs. 2' a'--� DECK i as Per Manufactories Specs. 2".��� EX. GIRDER ���� Ex. PSW606SR Ex. C13 �` o • � ----------- ' EX. ZCTNTNG <�OARC?C3F APPT;AP.S O LE Permacast New Wet Bar Possible Location BAT Possible Location F ® ED Round Column of Supply Ducts of Supply Ducts � PP Y 3'-0" _ (Verify Location 0 (Verify Location 2x6 AC 016' Oc. of Ducting in of Ducting in WORK NOTES: ti Trez or Equal Decking Basement) EX. BASEMENT o Basement) mm D @@�� p r" ¢ m I o I N 44 Structural44 Structural NFEW M Past Cy a Past COVERED CO 26 ACQ ®16' Dc. 3 DECK/ E3 WALKWAY CDC3_ NOT FOR EXISTING Q ---- Z EX. CRAWL SPACE _ FAMILY �' ; CONSTRUCTION AND FLOOR SYSTEM PO N N ROOM _ ; 3 USE UNLESS 4z4 Structural 10" HB&G Q, 4x4 Structural Z D Post Permacast Post N7 CERTIFIED DY A ®_ Round Column b3 skyii ht PROFESSIONAL � � z , Not #1 ; ENGINEER m A A A `� m i o� EX. BASEMENT N m o Z� A o Trez or Equal Decking 4z4 Structural 0 N — KITCHEN 44 Structural C e Post Post L4 CD L 3 2x6 ACQ �16" Oc. rx 18" Anchor Bolts Simpson Strong—Tie Strong—Rod System I " . 12" Sona Tube '-0 10" HB&G Z PROJECT: ' 3 0 Insure All Solid Blocking is " ' " Footing Roundma(cost Ex. C26-2 Insure All Solid Blocking is PROPOSED GREAT ROOM d Column Installed in All TJI Floor Joists Installed l All TJI Floor Joists 36x 36x 12 (Min. 3'-0" Below I as Per Manufactories Specs. ADDITION as Per Manufactories Specs. Final Grade) 0 L�> o 03 o FOR THE TN I A Er.0"1 SO' New Addition I ITL-3—10" 7'—V4" "k ms'-11' 2'—IY4" —s" 16'— E S I lrjwk E C 20'—V 3300 NORTH SEA DRIVE ORIENT, NEW YORK 11957 DRAWING TITLE: FOUNDATION PLAN 9Y2" LVL Headers Above 9 2 LVL Headers Above NEW FIRST FLOOR PLAN all Windows and Doors NEW FOUNDATION PLAN NEW FIRST FLOOR PLAN all Windows and Doors Unless Otherwise Noted Unless Otherwise Noted NOTES: 1 SCALE: %"-11-0" THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE SCALE: /4 4 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 SOLELY RESPONSIBLE FOR FIELD FIT, THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSION DUE TO UNKNOWN DR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: DECEMBER 01 2016 P��(�F NEW PROJECT PROJECT NO: O O. Bq,Q 1006-2016 DRAWN BY: * BDK _ CHECKED BY: DESIGN CRITERIA AND (CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL © COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE NOTE: CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. SHEET NUMBER: ALL ANCHOR BOLTS AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT Fpm 0 1t;6a „ LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF kOFESSION�� ARE TO HAVE 3x3 BASE THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Al 02 PLATES TO BE USED AS PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. `f 1-7 WASHERS. (SIMPSON) 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) NOTE: Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — p g g BLOCKED 48" oc. FOR FIRST TWO FRAME RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT ALL REQUIREMENTS OF THE 2015 INTERNATIONAL PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTSDepartments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such . BAYS PARALLEL TO EACH OTHER FROM RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. ©KEHL-DESIGN"ASSOCMATES,uc EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)13/"x 9%" LVL HEADERS j�M/�i� G/`.iii%l/i%�='�a��;,,ii�i%%G/il%i�:j��`<f,�l�` KEHL DESIGN ASSOCIATES roc residential & commercial design . consulting 9 2' LVL Headers Above all Windows and Doors 2 LVL Headers Above all Windows and Doors Unless Otherwise Noted Unless Otherwise Noted PO.Boz 1675 phone: (631)433-9084 Southold,Now York 11971 E-Mail: ssbnMoptonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC A A A A A A OWNERSHIP & USE OF DOCUMENTS: 0 03 0 0 0 0 These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: LIVING LIVING ROOM ROOM Insure All Solid Blocking is 20'-5" 20'-5' Insure All Solid Blocking is �0 bp Installed in All TJI Floor Joists Ti x 9Y" Anthony Power Installed in All TJI Floor Joists Beams Architectural Grade 9" -2 as Per Manufactories Specs. 1�FGLTV2C'1 as Per Manufactories Specs. 3 1 3 4" x 9 112" LVL Perimeter Beam CW15 CW15 CW15 A3535 p [�� F) �> LI V7 I II TJ1230x9Y" ®16"oc. I i i 2'-0" 7'_ 0tvI1vG raARa of APPEALS " I I I I Possible Location M (� Possible Location J1230x9Y" @ 16 oc I hof Supply Ducts of Supply Ducts (Verify Location Q (Verify Location of Ducting in of Ducting in WORK NOTES: Basement) CL. Basement) NEW I 3'-0" BATH OOM 1 1 TJ12300r) 016"oc. m x I �¢ �J 2668 IL \`1 ❑ ❑ ❑ Ix I ------ ---- NOT POR J1230x9Y" 016"oc I ti I NEW N BEDROOM C 3 CONSTRUCTION USE UNLESS I I I 4 I i I ¢ ' !' HALL I CERTIFIED BY A 12'-4r I - m i I C>T 1230x9 " 1 " _� - skyil ht ; c ; ; Not #� A PROFESSIONAL I Z A i 31) rJ2'-°" ENGINEER II I I — I ❑ x J123DOS" 016"oci I I A KITCHEN KITCHEN M M I (2)134 x W2 LVL FLUSH BEAM I o CL. I I II �v II II II II i I TJ1230x9Y" 0 16"oc. I II II II 123041/2" ®16'oc.l ----- -----------------------�I -- -- — ------- -------------------- Insure All Solid Blocking is -- -------- 1 3/4" x 9 1/2" LVL Perimeter Beam CW15 CW15 CW15 CW15 CW15 PROJECT: Instaallelled in All TJI Floor Joists Installed in All TJI Floor Joists nAll Solid Blocking is PROPOSED GREAT ROOM as Per Manufactories Specs. I ADDITION � as Per Manufactories Specs. A A A I A A 0 03 0 - 3 03 ' 0 FOR THE #%N1 T OKI I A 4'-6 -S-7Y4" 20'-5" 3� 20'-5' 3 2 ful E%0 23 1 D E"N'(I' FE; 20'- 20'- 3300 NORTH SEA DRIVE ORIENT, NEW YORK 11957 DRAWING TITLE: NEW FIRST FLOOR CEILING PLAN / 9J12" LVL Headers Above PLAN- NEW SECO ' 9 2 LVL HeaderAbove . NEW SECOND all Windows and DoorsD FLOOR PLAN all windows and FLOOR PLAN Unless Otherwise Noted NEW FIRST FLOOR CEILING Unless Otherwise Noted NOTES: SCALE:: Y4"=1'-0" SCIAGE: Y4 =1 -0 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 SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSION DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNC)WLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: DECEMBER 01 2016 OF INEINy PROJECT NO: O 1 O'• Qq, ��- 1006-2016 Q ,9 ' DRAWN BY: �= CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL n - +� © ALL FLOOR P LLC COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, . PLANS AND ELEVATIONS ARE T2s oa�*� CODE UPDATED WITH THE 20>16 UNIFORM CODE SUPPLEMENT. s � SHEET NUMBER: NOTE: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT Fp o818c6 ALL ANCHOR BOLTS LIMITATIONS OF THE THIS CO>DE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OFF �.1P�- ARE TO HAVE 3°x3" BASE THESE STANDARDS, THE DESIIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ; ESS10Al 03 PLATES TO BE USED AS PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. WASHERS. (SIMPSON) 1. AF&PA WOOD FRAMED C01NSTRUCTION MANUAL (WFCM) NOTE: DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building BLOCKED 48" oc, FOR FIRST TWO FRAME RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT ALL REQUIREMENTS OF THE 2015 INTERNATIONAL STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTSDepartments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such . BAYS PARALLEL TO EACH OTHER FROM RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction, ©M"DESIGN"ASSOMTES,uc EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%"x 9%" LVL HEADERS OW' I� KEHL DESIGN ASSOCIATES Lw residential & commercial design . consulting 9 Z' LVL Headers Above 9 2 LVL Headers Above all Windows and Doors all Windows and Doors Unless Otherwise Noted Unless Otherwise Noted P0.Boz 1615 phone: (631 J433-9084 Southold,New York 11911 E-Mail: ssbn654@optonine.net Kehl Design Associates,LLC®forrnerty D A K Associates,LLC A A A 03 0 0 OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: IL LIVING ROOM Insure All Solid Blockingis Insure All Solid Blocking is (U Y 2o'-s° 9 Installed in All TJI Floor JoistsInstalled in All TJI Floor Joists C��CTVC 5'-6• as Per Manufactories Specs: as Per Manufactories Specs. CW15 CWI5 CW15 A3535 Area wth Attic Possible Location of Supply Ducts 7C-,NING DOARG OF APPEALS FT 0 Possible Location `r of Supply Ducts (Verify Location of Ducting in WORK NOTES: o m _ Basement) w III Skylight a Ven y with ., EI dLL—Owner_� Im UffN N N m m U O a ❑ ❑ r ¢I IW ---- NOT FOR Area With Attic 7 C3i CONSTRUCTION _ - -Possible Location _ _ �7 N N 1 3/4" 11 7/8�LVL RIDGE, EAM of Supply Ducts i � USE UNLESS o I -3 _ CERTIFIED BY A U U w I = I • 3 2 2PROFESSIONAL A NI�-3'-. C: _ _ ENGINEER e m e m �. i i of 3x45� o FFF - A Ven igw lh III Vef1 "t - KITCHEN L Owner o — L Q L_ J �L _0 er_1 �5?5 Area?lith Attic Possible Location M of S:pply Ducts CW15 CWI5 CW15 CW15 CW15 PROJECT: Insure All Solid Blocking is Insure All Solid Blocking is Installed in All TJI Floor Joists Installed in All TJI Floor Joists PROPOSED GREAT ROOM as Per Manufactories Specs, I as Per Manufactories Specs. ADDITION A A A FOR THE 3 03 0 -6' 11'- —3'-7%• V2' Re` E S I r%"m lk 'X'1101 E3300 NORTH SEA DRIVE ORIENT, NEW YORK 11957 DRAWING TITLE: NEW SECOND FLOOR 9 Y" LVL Headers Above C9 Z' LVL Headers Above EILING PLAN all Windows and Doors ESV SECOND FLOOR CEILING P all Windows and Doors Unless Otherwise Noted Unless Otherwise Noted SCALE: Y =1 -0 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 SOLELY RESPONSIBLE FOR FIELD FIT, THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSION DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: OF NEW DECEMBER 01 2016 O B Y0 PROJECT NO: CO 1006-2016 O DRAWN BY: BDK arm CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL '�2 � ,� �4' NOTE: CODE UPDATED WITH THIE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE 1 s� o8186g �� SHEET NUMBER: ALL ANCHOR BOLTS AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT �,a � LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF FESstONP ARE TO HAVE 3X3 BASE PLATES TO BE USED AS THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE a Lf �� Al 04 WASHERS. (SIMPSON) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) NOTE: FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization Doti NUMBER: OF RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED of local governing agencies, such as Suffolk Count Det of Health Services, Town Building BLOCKED 48" oc. FOR FIRST TWO FRAME ALL REQUIREMENTS OF THE 2015 INTERNATIONAL PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 9 9 g y P • g BAYS PARALLEL TO EACH OTHER FROM STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. if Departments, DEC, FEMA, etc. Very all conditions, codes, and requirements with such RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ©KMHL•DFSIGNASSOCIATPS uc EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)13/°X 9%" LVL HEADERS 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction, 417 xZ, 77 1-411 AREA OF NEW SECOND FLOOR ADDITION KEHL DESIGN ASSOCIATES nc 7 residential 8,commercial design . comWng 9 2 LVL Headers Above 9 2 LVL Headers Above oil Windows and Doors all Windows and Doors Unless Otherwise Noted Unless Otherwise Noted P0.Boz 1675 phone: (631)433.90$4 Southold,New York 11971 E-Mail: ssbn6548optonFine.net 1 11 IT 11 1111 11 111-111 IIITII 111111 111111 111 11 ih 'T JIL-H.0 11 111111 11 IT 11 11 IT 11 11 IT 1 11 It 1 11 IT JI 1111 11 11 11 11 111111 111111 11 11 11 11 IT 11 11 1111 11 11 IT 11 11 IT 1 11 If 11 11 It 11 IT I Kehl Design Associates,LLC.forrnedy D A K Associates,LLC ;?j!%/' /7,,:'//�/// '' -- Li 1 11 11 11 11 11 1 11 11 11 it I I I I I I I OWNERSHIP & USE OF DOCUMENTS: I IT It 11 It 11 11 If 11 III 1111111 11 11 IT It 111111 11 Ni'll I"I ,1 11 if 11 11 1111 1 11 11 1111 11 1111 11 1111 11 1111 11 1111 11 111 T I I I I It 11 11 IT 11 11 IT 11 111111 11 1 11 11 11 These drawings and specifications including the ideas, design and arrangements represented IT 11 111111 11 if 11 11 IT 11 11 IT 11 11 lyll 11w 111111 1 IT 11 11 IT 11 11 IT 11 111111 11 IT 11 11 It 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 111111 11 IT 11 11 1 therein, are the property of KEHL DESIGN 111111 11 11 11 11 IT 11 11 If 11 11 IT 11 111111 11 IT 11 1114,11111 11 it 11 11 it 11 11 1 11 11 11 11 1111 11 11 111111 11 if 11 11 if 11 ilifli HII 11 11 11 11 11 11 IIIHI 111 11 11 11 111 11 111 11 11 it 11 1111 11 111111 1111 11 1111 11 1111 ASSOCIATES, LLC. No port thereof shall be copied, disclosed to others or used in connection 11 if 11 1 11 if 11 111 11 lilt 11 111111 Lt 11 U V1.1 with any work or project other than for which 1 11 111111 11 it 11 11 IT 1 11 If Il 11111 1111 Is 11 11 11 11 11 1 11 ,"I they have been prepared without written consent. Ill illill ll 11 IT 11 11 If 11 11 It 11 11 ILI REV: 11 A U 11 I 1111 11 111 — 11 IT 11 11 if 111 11 11 IT 111 ff�li I IT 11 11 if ii II if ii II it ii ii 11 11 IT 11 ILMLLLL11 1 11 1 11111 111 11 IIITII if 11 1111 11 11 11 I IT 11 11 IT 11 111111 111111 11 IT 11 1 111 111 11 IT 11 111111 1 11 11 11 if 11 111111 1111 11 111 11 11 1111 11 111111 111111 lilt 11 111111 111111 1 it 11 11 if 11 11 IT 11 11 it 1, 1 11 It it 11 11 it 11 11 it 111 111111 Insure All Solid Blocking / is / I Insure All Solid Blocking is Installed in All TJI Floor Joists Installed in All TJI Floor Joists Dos as Per Manufactories Specs. I as Per Manufactories Specs. - -- - - RFCEIVED APR ZONING DOARD OF APPEALS i � y � y i WORK NOTES: I I I SOUTH ELEVATION NOTFOR CONSTRUCTION SCALE: Y4`=1 -0 USE UNLESS CERTIFIED BY PROFESSIONAL ENGINEER AREA OF NEW SECOND FLOOR ADDITION 11 111111 111111 11 IT 11 11 11 It 11 illIll 111 11 IIITII 1111 11 HIT 11 lilt 11 11 I 111 11 111111 111 11 111111 111111 111111 Hill III 11 1 11 1111111 11 if 11 11 11 11 1 1 1 11 IT 11 11 11 11 11 lilt 111 111111 lilt 11 IT IT 11 11 1 1 li I PROJECT: Insure All Solid Blocking is I I I 1 11 11 1 nsure All Solid Blocking is PROPOSED GREAT ROOM Installed in All TJI Floor JoistsIM lilt 11 111111 lilt 11 1111 11 111111 111111 111111 111111 111111 111111 11111 11111 IIITI 111 11 lill 11 Hill 11 111 1 11 It 11 1111 11 11 if I I I 1 11 Installed in All TJI Floor Joists as Per Manufactories Specs. i)fflas Per Manufactories Specs.11 la 1111 111111 11 IT 11 1111 1 1111 1111 111111 111111 111111 11 IT 11 111111 1111 11 111111 111111 111111 111111 11 11 HIT 11 Hill iiiiiIIIIIIIIIIIIiii 11 11 if 11 111111 11 if 11 11 11111111111111111 ADDITION 1-1 FT Fl-1 17 1 [L 1 111 IIITII 111111 111111 111111 111111 1111 HIT 111111 HIT 11 11111119 [-Mill ii IT H HII 11 1 FOR THE MI Mill I I III I 1 11 111111 11 IT 11 11 IT 11 11 1 "111 11111 IIITN -- T'016VIA" IS 1 111111 11 IT 11 11 IT il 11 IT 11 11 1 11 if 11 11 if 11 11 If 11 111 T 11 It 11 IT 11 11111 111111 1111111 11 111111 11 IT 11 111111 111111 1 HIT 11 11111 111111 11 it 11 11 IT 11 111 111111 illill 111111 111111 111 11 11 1 11 if 11 111111 11 IT 111111 11 IT 11 111111 11 IT 11 1111 11 111111 111111 lilt 11 lilt 11 11 1 lilt 11 lilt 11 11 if 11 111111 11 if 11 lilt 11 1111111 E E IIIIIIIIII11flilill 111111111111111 3300 NORTH SEA DRIVE ORIENT, NEW YORK 11957 Ll 11 111111 111111 111111 111111 1111 h�l if 11 111111 11 if 11 111111 111111 Will 1111 111111 11 If III IIIIII IIITIIit 11 11111 11 IT 11 11 IT I I 111M11 11 IT 11 11 ITI N DRAWING TITLE: - - - -- - - --- NORTH ELEVATIONS AND 9 2' LVL Headers Above I — 9 2" LVL Headers Above SOUTH ELEVATION all Windows and Doors all Windows and Doors Unless Otherwise Noted Unless Otherwise Noted NOTES: `r 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 SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES ND LIABILITY FOR OMISSION DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: OF NEIN DECEMBER 01 2016 y0 , PROJECT NO: 0 O. E3q f 1006-2016 NORTH ELEVATION ,� ��� DRAWN BY: R t * < `' < * BDK �►°�a Ir CHECKED BY: Ui SCALE: Y"=1'-0` DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL "g*-) C COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE 201 NOTE: CODE UPDATED WITH THE 21016 UNIFORM CODE SUPPLEMENT. Fp 081868SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ALL ANCHOR BOLTS ROFIESS�ONP AVE n LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF PLATESS E TO HO BE USED ASSE THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE A201 WASHERS. (SIMPSON) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) NOTE: FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMSNOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF of local governing agencies, such as Suffolk Count Det of Health Services, Town Building BLOCKED 48" oc. FOR FIRST TWO FRAME RESIDENTIAL CGDE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT ALL REQUIREMENTS OF THE 2015 INTERNATIONAL PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) 9 9 g Y P g BAYS PARALLEL TO EACH OTHER FROM STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1/3 x 9Y LVL HEADERS 3. [CC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. ©1�EII.•DES1(GN•ASSOCIATES,uc KEHL DESIGN ASSOCIATES,�.c residential &commercial design . consulting PO.Box 1615 phone: (631)433-9084 Southold,New York 11911 E-Mail: ssbrV@optonilne.nef Kehl Design Associates,LLC®formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No port thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: AREA OF NEW SECOND FLOOR ADDITION / Q VELUX 1(010 "MANUAL SKYLIGHT LOCATION OF 4X10 BEAMS INSIDE RECEIVED MODEL VCM 3046 LOCATED AT 3'-65/16"0C- (CENTERED IN ROOM) / VELUX ZONING E40ARD OF APPEALS �� "MANUAL SKYLIGHT � MODEL VCM 3046 TRAPEZOID TRAPEZOID WORK NOTES: TRAPEZOID CW14 CW14 TRAPEZOID ;I NOT FOR CONSTRUCTION CW15 CW15 CW15 CW15 USE UNLESS III - --- A CERTIFIED BY PROFESSIONAL ENGINEER r � I � � I PROJECT: PROPOSED GREAT ROOM ADDITION FOR THE AlmTIff In EAST ELEVATION WEST ELEVATION SCALE: 0 iiESUDE NCE SCALE: % =1 -0 1 "_ '_ r, 3300 NORTH SEA DRIVE ORIENT, NEW YORK 11957 DRAWING TITLE: EAST ELEVATIONS AND WEST ELEVATION 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 SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSION DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: DECEMBER 01 2016 P�VOf NEV PROJECT NO: 0' 1006-2016 DRAWN BY: BDK CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL ` 0° w NOTE: CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE rn2 c„��„a4� PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT s SHEET NUMBER: ALL ANCHOR BOLTS AS AN ALTERNATIVE TO, THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE SpA 08186$ ARE TO HAVE 3'x3 BASE LIMITATIONS OF THE THIIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF fHOFESSIONP� PLATES TO BE USED AS THESE STANDARDS, THE: DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE WASHERS. (SIMPSON) A202 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. NOTE: 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED g g BLOCKED 48" oc, FOR FIRST TWO FRAME RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT ALL REQUIREMENTS OF THE 2015 INTERNATIONAL PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building BAYS PARALLEL TO EACH OTHER FROM STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1/nx 9Y2"3 LVL HEADERS 3. ICC STANDARDS ON 'THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. ©M-DESIGN-MOCTATES,ac 00 9 Y" LVL Headers Above9 )/2' LUL Headers Above PP 9 2x10 Rafters @ 16"ac. all Windows and Doors Hurricane StrainLSTA 30 all Windows and Doors Unless Otherwise Noted (Sandwich 200 Bms, Unless Otherwise Noted 1 3/4' X 11 /8" LVL RIDGE BEAM 1 3 4" X'11 7/8" LVL RIDGE BEAM And Bolt w/Y" Bolts) i Insure All Solid Blocking is to Create A Truss KEHL DESIGN ASSOCIATES LLC in All TJI Floor Joists Insure All Solid Blocking is Installed in All TJI Floor Joists residenftal & commercial design . consulting Installed30 Year Archilectual Grade Roof Shingles as Per Manufactories Specs. (Match Existing) as Per Manufactories Specs. 2x10 Rafters @ 16"aa. PO.Box 1615 phone: (631)433-9084 (2)2x10 Rafters on each Side of Skylight (Sandwich 2x10 Bms. Southold,New York 11911 E-Mail: nbri"optonline.net 8" CDX Roof Sheathing And Bolt w/Y2" Bolts) (2)2210 Rof r Hdr. (2)2x10 Rafter Hdr. to Create A Truss Kehl Design Associates,LLC®formerty D A K Associates,LLC Double Rafters an Both Double Rafters on Both OWNERSHIP & USE OF DOCUMENTS: 2x10 Rafters @ 16'oc. Sides of Skylight and Sides of Skylight and (Sandwich 3Y"x9)/; APB. Provide A(2)2x10 Heade Provide A(2)2x10 Headei These drawings and specifications including the And Bolt w/Y"Bolts) Above and Below The Above and Below The ideas, design and arrangements represented Skylight. Skylight. therein, are the property of KEHL DESIGN Closed-Cell Spray Foam Insulation ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection (R-60Insulation) with any work or project other than for which (2)221 after Hdr. (2)2x10 Rafter Hdr. they have been prepared without written consent. Ice and Water Sheild R-30 Closed-Cell Spray Foam Insulation (2)2x10 Rafters on each Side of Skylight NOT FOR CONSTRUCTION (2)2x6 Tap Plate USE UNLESS CERTIFIED BY A PROFESSIONAL 2x6-16" oc Wall Studs ENGINEER 34' CDX Exterior and Interior Wall Sheathing 30#Felt — NEW NEW EW N E (Match Existing Siding) E D RO CL.- ALL TAIR TELL R-30 Closed-Cell Spray Foam Insulation WORK NOTES: R-30 Closed-Cell Spray Foam Insulation 2x6 Spruce T&G Decking 26 Shoe 1 3 4" x 9 1/2' LVL Beam %" CDX Subfloor � Hurricane Strapping (k Hurricane 13/4" x 9 1/2"LVL Perimeter Beam Y��;._,��_..,.-_.F�'•--�., � ��=��<_��.:,� 63�CE1V�i Hurricane Strapping T Ox @ 16"oc. 3rx 9Yz" Anthony Power Beams Architectural Grode I I Pl Simpson Custom Hangers or Equal .p� (2)2x4 Top Plate—"' 3Y"x 9Y2" Anthony Power Beams Architectural Grade 4x12 .Doug Fir Beams Architectural Grade 2x Packing I ICTNZIV9G fZpAR[a 01' NF'PBAP es (3)13/"x9)2' LVL Girder 134"x 9Y2" LVL Flush Beam 424 Structural Wood Posi II Closed-Cell Spray Foam Insulation (R-60 Insulation) - II II Ex. R-11 Insulation E STING II Simpson Strong-Tie OAmILY Strong-Rod System I I OOI I PROJECT: 10"HB&G PermacasE Round Column 1 1 PROPOSED SECOND II FLOOR ADDITION Trex or Equal Decking 226 ACQ House Bm. I I Lag Bolted to House I I TO THE beam with Simpson — Strong-Hold Bolts Hurricane Stropping I I Am Ell or Equal @ 16"oc, lk 2x6 ACO @ 16" oc. EX. FLOOR SYSTEM EX. FLOOR SYSTEM (3)2x10 ACQ Girder R-19 Existing Insulation 2x6 ACQ Block Simpson Hanger or F1 E I Dft Em Nm -to Em EX. CRAWL SPACE Existting 4" PC. Slab 8•x 18" Anchor Bolts 3300 NORTH SEA DRIVE 12" Sona Tube ORIENT, NEW YORK 11957 (2)#4 Vertical Rebar(Stirrup) DRAWING TITLE: 36"x 36"x 12" Footing Existing 8" PC. Existing 8" PC. (Min. 3'-0" Below 2" Stairwell Foundation Stairwell Foundation CROSS SECTION Final Grade) i (7)#5 Rebar E.W. (Typ.) 3' NOTE: 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 CROSbAo"bh St�: CTION rA FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT, THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSION DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SCALE. )12"- 1 '-0" SEAL: DATE: 30 OF NEw DECEMBER 01 2016 1O PROJECT NO: L_ _ _ J L_ _ _ J aDRAWN o g-1, B1r006-201 6 BDK w CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL �I'__ � © COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE `rF` 081868 �O� SHEET NUMBERS NOTE: CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. O� ALL ANCHOR BOLTS AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT E REPRODUCED WITHOUT �OFESS11 ARE TO HAVE 3"x3" BASE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY O A301 PLATES TO BE USED AS THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. WASHERS. (SIMPSON) 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) NOTE: DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization BLOCKED 48" oc. FOR FIRST TWO FRAME RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT ALL REQUIREMENTS OF THE 2015 INTERNATIONAL PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building BAYS PARALLEL TO EACH OTHER FROM STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such p D"A"K ASSOCIATES,uc EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%"x 9%" LVL HEADERS 3. ICC STANDARDS ON 'THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. ME Hurricane Strapping LSTA 30 13/xllY"LVL Ridge 9 Y LVL Headers Above 9 Y LVL Headers Above ,;;%J -- ,=f-- all Windows and Doors Windows and — - - Noted Unlless Otherwise Doors Unless Otherwise - I� I�VIrJIIII�I � 30 Year Architectual Grade Roof Shingles Insure All Solid Blocking is (Match Existing) Insure All Solid Blocking is KEHL DESIGN ASSOCIATES LLC Installed in All TJI Floor Joists Y� CDX Roof Sheathing Installed in All TJI Floor Joists residential & commercial design . consviting as Per Manufactories Specs. as Per Manufactories Specs. 20 Interior Gable Studs 016" oc. PO.Box 1675 phone: (631)4,33-9084 Southold,New York 11911 E-Mail: ssbn654@opton1ne.net 2x10 Rafters @ 16"oc. Kehl Design Assodates,LLC•formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented Closed-Cell Spray Foam Insulation ASSOCIATES, LLC. No part thereof shall be therein, are the property of KEHL DESIGN (R-60Insulation) copied, disclosed to others or used in connection Hurricane Strapping — ATT I C with any work or project other than for which they have been prepared without written consent. Ice and Water Sheild R-30 Insulation Hurricane Stropping 2x6 Ceiling Joists 016" oc, NOT FOR (2)2x6 Top Plate CONSTRUCTION USE UNLESS Match Existing Siding — CERTIFIED BY A R-30 Closed-Cell Spray Foam Insulation PROFESSIONAL KW- NEW ENGINEER R-15 Insulation 26-16" oc Wall Studs UES HALL Y" CDX Wall Sheathing BATHROOM 30�Felt (Match Existing Siding) a CDX Subfloor WORK NOTES: 2x6 Shoe 2x6 T&G Decking Hurricane Strapping R-30 Insulation -106-9 pZECEI'VE C, 1 3/4" x 9 1/2' LVL Perimeter Beam n � cr 1Y" Rigid Insulation TJ1210xV; ®16"oc. TJI21Ox9Y" 0 16"oc. fiy F l�PR F4 ��[7 3Y"x 9Y" Anthony Power Beams Architectural Grade (2)iY4"X9Y2' LVL Flush Bm. {7NI'aG ROARE)Or-ATPPALS, 3�x 9Y" Anthony Power Beams 3Y"x 9Y" Anthony Power Beams Ex.(2)2x4 Top Plate Architectural Grade 0 3'-1V2 oc. Architectu ol Grade 0 3'-11Y"oc. i Existing 2x4 Studs - Match Existing Siding EXISTING EXISTING r Ex. R-11 Insulation POWDER FAMILY � Ex.Y" CDX Wall Sheathing ROO■M- ROOM O^M Ex. 30#Fell (y] PROJECT: Ez, 20 Shoe PROPOSED SECOND FLOOR ADDITION TO THE Ex. 2x6 ACQ Shoe rk mom Ex. Anchor Bolts Ex. Foundation R-19 Existing Insulation ONIADIRST E 111 'to;" E 3300 NORTH SEA DRIVE ORIENT, NEW YORK 11957 16"x 8' Footing DRAWING THLE: (Min. 3'-0" Below Final Grade) CROSS SECTION NOTE: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN (PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE AF It PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL S S E C 0 CRU" FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSION DUE TO UNKNOWN OR UNFORESEEI t'.N S AND OR ADDITIONS BASED UPON COMMENTS NOT FORMA I(IMWL W ION TO THESE PLANS, 0_ SCALE. )/2 —0)) S Lc�? 0DATE: 9 DECEMBER 01 2016 302 }4I �k PROJECT NO: A 'n 1006-2016 DRAWN BY: 081868 ��\ B D K OFESSIONP\- CHECKED BY: DESIGN CRITERIA AND (CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL C COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE �-f" t NOTE: CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. O -ET NUMBER: ALL ANCHOR BOLTS AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ARE TO HAVE 3"x3" BASE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A302 PLATES TO BE USED AS THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE WASHERS. (SIMPSON) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) NOTE: DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED 2.AIS1 STANDARD FOR (COLD-FORMED STEEL FRAMING - Acceptance of these drawings does not authorize the right to build without the authorization BLOCKED 48" oc. FOR FIRST TWO FRAME RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT ALL REQUIREMENTS OF THE 2015 INTERNATIONAL PRESCRIPTIVE METHOD) FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building BAYS PARALLEL TO EACH OTHER FROM STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © D•A•K ASSOCIATES,uc EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%"x 9Y" LVL HEADERS 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. Hurricane Strapping LSTA 30 1Ti s 1 L 9 Y LVL Headers Above "xll� VL Ridge Y LVL Headers Above ' all Windows and DoorsI !" 30 Year Architectual Grade Roof Shingles all Windows and Doors Unless Otherwise Noted (Match Existing) ———— ———— g Unless Otherwise Noted - - 0 0 Insure All Solid Blocking is ———— ——— ——— ———— Insure All Solid Blocking is KEHL DESIGN ASSOCIATES U.c Installed in All TJI Floor Joists i" COX Roof Sheathing Installed in All TJI Floor Joists res'idenftd &commercial design . consuMing as Per Manufactories Specs, as Per Manufactories Specs. 2x4 Interior Gable Studs 016" oc. PO.Box 1675 phone: (+531)433-9084 2210 Rafters @ 16"oc. Soulhold,NewYork 11971 E-Mail: ssbn654@optonline.net (Sandwich 4x10 Bms.) Kehl Design Associates,LLC®formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: Bolts --- ---- --- --- ---- --- These drawings and specifications including the Closed-Cell Spray Foam Insulation 32x 9Y Anthony Power E.orns Architect r3l Grade 0 ideas, design and arrangements represented therein, are the property of KEHL DESIGN --- ASSOCIATES, LLC. No part thereof shall be (R-60 Insulation) ——— ——— ——— Y ---- ---- --- --- ---- --- -- --- ---- ---- Hurricane Strapping copied, disclosed to others or used in connection PP g with any work or project other than for which they have been prepared without written consent. Ice and Water Sheild Hurricane Strapping 2x6 Ceiling Joists ®16" oc. 2x6 Ceiling Joists 0 16" oc. 2x6 Ceiling Joists 0 16" oc. (2)2x6 Top Plate NOT FOR CONSTRUCTION USE UNLESS Match Existing Siding — CERTIFIED BY A R-30 Closed-Cell Spray foam Insulation o PROFESSIONAL ENGINEER 2x6-16" oc Wall Studs NEW Y„ COX Wall Sheathing BEDROOM 301 Felt a Oak Flooring (Match Existing Siding) )/4" COX Subfloor 2x6 Shoe WORK NOTES: 2x6 T&G Decking Hurricane Strapping 1 3/4" x 9 1/2" LVL Perimeter Beam 1Y," Rigid Insulation C TA21ox9r 016"oc. DI TJI21Ox9r 0 16"0c. C 011 0 n 3Y"x 9Y" Anthony Power Beams Architectural Grade DI FCHLf � Ex.(2)2x4 Top Plate 3y"z 9Y2" Anthony Power Beams �"x 02' Anthony Power Beams ��P @ r"017 Architectural Grade 0 3'-11Y2"oc. Architectural Grade 0 3'-112oc. C�NTrlr t�'ikkl� OF Ex. R-11 Insulation Match Existing Siding EXISTING EXISTING Ex.)� COX Wall Sheathing POWDER FAMILY Ex. 30#Felt ROOM ROOM PROJECT: Ex. 2x4 Shoe PROPOSED SECOND FLOOR ADDITION Ex. 2x6 AGO Shoe TO THE Ex. Anchor Bolts Alk"UnTIONIAD1000A Ex. foundation R-19 Existing Insulation R-19 Existing Insulation R E 0 S% I D EE KF (affo' "LE 3300 NORTH SEA DRIVE 16"x 8" Footing ORIENT, NEW YORK 11957 (Min. 3'-0" Below DRAWING TITLE: Final Grade) CROSS SECTION CROSS SECT101 A NOTE: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE _ DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE SCALE: Y 1 '_ 0" _ 1 '— O" PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 303 FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSION DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: - S9F NEW to DECEMBER 01 2016 �'1CO. Bq� 1Q PROJECT NO: 1006-2016 ;* ilk * DRAWN BY: BDK -°6 �W CHECKED BY: in DESIGN CRITERIA AND CONSTRUCTIONTO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL ��' NOTE: CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE SCA 081868 ��C SHEET NUMBER: ALL ANCHOR BOLTS AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT SOF-EssI- � ARE TO HAVE 3"x3" BASE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 1 -7 A303 PLATES TO BE USED AS THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE, KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE WASHERS. (SIMPSON) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. NOTE: 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONALDOB NUMBLR: of NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization BLOCKED 48" oc. FOR FIRST TWO FRAME RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT ALL REQUIREMENTS OF THE 2015 INTERNATIONAL PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building BAYS PARALLEL TO EACH OTHER FROM STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such EACH END OR SIDE OF HOUSE " agencies prior to construction. © D•A•K ASSOCIATES,uc NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)13/ z 9%" LVL HEADERS 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 9 P %" s,: � ,//-%✓ , r' �/i,,i/ '.1„-✓„jar /is j✓ /- ;� �5l Hurricane Strapping LSTA 30 3” z„ 1 » "g, 9 % LVL Headers Above " 1/xllra LVL Ridge 9J/2" LVL Headers Above all Windows and Doors all Windows and Doors Unless Otherwise Noted IrLVL Beneath Ridge as a Header, Unless Otherwise Noted Let-in to Gable Studs on interior of Wall. 30 Year xisting)ival Grade Roof Shingles KER DESIGN ASSOCIATES LLC Insure All Solid Blocking is (Match Existing) Insure All Solid Blocking is � Installed in All TJI Floor Joists Installed in All TJI Floor Joists residential & commercial design . consulting as Per Manufactories Specs. YB* CDX Roof Sheathing as Per Manufactories Specs. P0.Box 1675 phone: (631)433-9084 2x4 Exterior Gable Studs @16" oc. Soulhold,NewYork 11911 E-Mai: ssbn654@optonline.net 2x10 Rafters @ 16"oc. (Sandwich 4x1 O Bms.) Kehl Design Associates,LLC®form 9 arty D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: TRAPEZOID TRAPEZOID These drawings and specifications including the Bolts ---- ---- --- ideas, design and arrangements represented — — therein, are the property of KEHL DESIGN Closed-Cell Spray Foam Insulation 3Y"x 9Y" n hony Power Beams Architectural Grade IT I I 32x 9Y" Anthony Power Beams Archi etural Grade O ASSOCIATES, LLC. No part thereof shall be (R-60 Insulation _ ____ ____ _ __— copied, disclosed to others or used in connection with any work or project other than for which Hurricane Stropping they have been prepared without written consent. Ice and Water Sheild Hurricane Strapping NOT FOR (2)2x6 Top Plate TRAPEZOID CW14 CW14 TRAPEZOID oNSTRucTION USE UNLESS CERTIFIED BY Match Existing Siding — PROFESSIONAL R-30 Closed-Cell Spray Foam Insulation ENGINEER 2x6-16" oc Wall Studs YCOX Wall Sheathing 30#Felt CW15 CW15 CW15 CW15 (Match Existing Siding) WORK NOTES: 2x6 Shoe _7009 Hurricane Strapping RECER/(Fr APR C IN X017 7_Of�Tf`G F�CuARE>OF APPEALS 1 3/4" x 9 1/2" LVL Perimeter Beam (2)1 3/4" x 9 1/2" LVL Beam over TJI210x9 " @ 16"0c. 1 The North and South Ends of The New Covered Walkway (3)1%"x9r' LVL Girder (3)1Y4"x9Y" LVL Girder Ceiling of Covered Walkway Closed-Cell Spray Foam Insulation and Girder Wrap to be of Closed-Cell Spray Foam Insulation Closed-Cell Spray Foam Insulation Closed-Cell Spray Foam Insulation (R-60 Insulation) Azek or Equal Material (R-60 Insulation) (R-60 Insulation) (R-60 Insulation) COVERED COVERED PORCH PORCH Simpson Strong-Tie Simpson Strong-Tie Simpson Strong-Tie Strong-Rod System Strong-Rod System Strong-Rod System 10" HB&G Permacast Round Column 10" HB&G Permacast Round Column 10" HB&G Permocast Round Column 'PROJECT: a PROPOSED SECOND Trex or Equal Decking Trex or Equal Decking Trex or Equal Decking FLOOR ADDITION TO THE 1 11EL NT^ w HAD I "' LL 112x6 ACQ {�16" oc. 2x6 ACQ @ 16" oc. S11 14thlu *20 Alm h 2x6 ACQ Block (3)2x10 ACQ Girder (3)2x10 ACQ Girder x 18" Anchor Bolts RESIULKI U t B 12" Sona Tube 3300 NORTH SEA DRIVE 2" ci 2 00P2• 2° 2• (2)#4 Vertical Rebor(Stirrup) ORIENT, NEW YORK 11957 36"x 36"x 12" Footing DRAWING TITLE: (Min. 3'-0" Below 2" 2" 2" 2" 2" 2" Final Grade) —� CROSS SECTION a a a (1)#5 Rebar E.W. (Typ.) CU N N IL N NOTE: CROSS SECTION THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE 1 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL SCALE: Y2" FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSION DUE TO UNKNOWN OR 304 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: pF NEW y DECEMBER 01 2016 �•�P��� e�R O�� PROJECT NO: 1006-2016 _ -A DRAWN BY: * s , BDK n CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL NOTE: CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE FOA 08186B ��' SHEET NUMBER: ALL ANCHOR BOLTS AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT SS1oNP� ARE TO HAVE 3"x3" BASE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF r A304 PLATES TO BE USED AS THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. WASHERS. (SIMPSON) 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) NOTE: DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL RC)OMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED 2.AIS1 STANDARD FOR COILD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization BLOCKED 48" oc. FOR FIRST TWO FRAME RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT ALL REQUIREMENTS OF THE 2015 INTERNATIONAL PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building BAYS PARALLEL TO EACH OTHER FROM STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such p D•A•K ASSOCIAM,uc EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)13/4"x 9Y" LVL HEADERS 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. - '" mow J I" OFFICE LOCATION: �� y® MAILING ADDRESS: Town Hall Annex �® �® P.O. Box 1179 54375 State Route 25 Southold, NY 11971 I (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 COUM, LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD 10 RECEVED SUL MEMORANDUM Z�NINC .. To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry, LWRP Coordinator Date July 19, 2017 Re: Coastal Consistency Review for ZBA File Ref DIMITRIOS ANTONIADIS #7068 SCTM#1000-15-1-4. DIMITRIOS ANTONIADIS #7068 - Request for a Variance under Article XXII, Section 280-116 and the Building Inspector's March 15, 2017, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling, at: 1) located less than the code required 100 feet from the top of the bluff; at: 3300 North Sea Drive, (Adj. to Long Island Sound) Orient, NY. SCTM#1000-15-1-4 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code'and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP based on the following: 1. The proposed ground disturbance from the 4.8' x 25.6' covered porch is minor. 2. Construction is not proposed within the CEHA or the FEMA VE flood zone. 3. Compliance with Chapter 236 Stormwater Management will be required. Pursuant to Chapter 268, the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: William Duffy, Town Attorney Suffolk County SWCD CO 423 Griffing Avenue Corey Humphrey District Manager Suite 110 (631)852-3286 Riverhead,NY 11901 www.SuffolkSWCD.org Rob Carpenter Chairman Leslie K. Weisman, Chairperson Town ofSouthold Board ofAppeals P.O. Box 1178, S39OSMain Road Southold, NYl1971 RECEIVED K�dY � � 0O�� K�ayDth, %017 `,"`' � � �"'» Re: Z8A#7068—Antoniadis, Dimitrios SCTM # 1000-16'1'4 ZONING BOARD OFAPPEALS Dear Ms. Weisman: As per your request, our office has conducted an evaluation of the above subject property at 3300 North Sea Drive in Orient for the purpose of reviewing the potential environmental impacts associated with the addition and alteration tothe existing dwelling. This evaluation of the property was conducted on May 8 m, 2017. The following are the observations and recommendations respective of the findings of this inspection. Upon inspection of the existing structure we observed that gutters and downspouts were installed, but discharged directly onto the ground surface. Our office recommends that dryvveUs be installed at the base of the existing downspouts and any newly added downspouts to minimize any storrnvvaier runoff that originates from the structure's roof. Minihoizing the amount of surface water runoff that travels toward the bluff is important as water running over the bluff face is a catalyst of erosion At the time of the visit the bluff appeared to be in good and stable condition with vegetative cover and the foreground (yard) leading tothe bluff top ixinturf grasses. At this location, maintaining bluff stability during construction is the primary consideration. Itis recommended the heavy machinery, equipment, or supplies be stored or used a minimum of a 25' setback from the bluff top edge.The heavy weight and vibrations from the machines may cause sloughing of the bluff. Thank you for requesting the comments of the Suffolk County Soil and Water Conservation District. If you have further questions regarding this evaluation, feel free to contact us. Sincerely, Ann Marie Calebrm Ken ]ohnson Soil District Technician Soil District Technician /631\ 853-3388 /631\ 853-3389 �pip-? COUNTY OF SUFFOLK RECEIVED I d�'l RAY "2017 Steven Bellone ZONING BOARD OF APPEALS SUFFOLK COUNTY EXECUTIVE Department of 1 Economic Development and Planning Theresa Ward Division of Planning Deputy County Executive and Commissioner and Environment May 2, 2017 Town of Southold Zoning Board of Appeals 53095 Main Road i 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 Antoniadis, Dimitrios #7068 Pagnutti, Louis #7069 Landers Family Trust #7072 Pileski, Thomas #7073 Very truly yours, Sarah Lansdale, Director of Planning Theodore R. Klein Principal Planner TRK/cd H.LEE DENNISON BLDG 100 VETERANS MEMORIAL HWY,11th FI ■ P.O.BOX 6100■ HAUPPAUGE,NY 11788-0099■ (631)853=5191 ffFORM NO. 3 RECEIVED TOWN OF SOUTHOLD APR 0 5 2017 BUILDING DEPARTMENT l SOUTHOLD, N.Y. ZONING BOARD Or APPEALS NOTICE OF DISAPPROVAL DATE: December 27, 2016 RENEWED &AMENDED: March 15, 2017 TO: Dimitrios Antoniadis 3300 North Sea Drive Orient, NY 11957 Please take notice that your application dated December 22, 2016 For a permit to construct additions and alterations to an existing single family dwelling at Location of property 3300 North Sea Drive, Orient, NY County Tax Map No. 1000 - Section 15 Block 1 Lot 4 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXII Section 280-116 which states; "All buildings located on lots adjacent to sounds and upon which there exists a bluff or bank landward of the shore or beach shall be set back not fewer than one hundred (100) feet from the top of such bluff or bank." The proposed construction notes a setback of 62 feet from the top of bluff, at its closest point. This Notice o Disa ro was a ded on March 15, 2017 to correct the blu setback folloWtZg the submis ' rve . Authorized Signature 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. Fee:$ Filed By: Assignment No. !it —70&9 RECEIVE® APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS PR X017 AREA VARIANCE House No.,,33n Street No l (-, 3)Ave HamletY /' ZONING 80 RD OF APPEALS SCTM 1000 Section %S Block 10/ Lot(s)O Lot Size a 423 Zone A '`fid I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED J-/5-I`7 BASED ON SURVEY/SITE PLAN DATEDZ 2 Y-/ 7 Owner(s): Z2;;-y7 / ,C15 hi/ (a d(i Mailing Address: A/6r/m i,,q DY It o ��G Telephone: 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.andnameof person who agent represents: Name of Representative: Re h-1 Cl cr C moo^-_ for(Owner( )Other: Address: �—/ 0 Zo Maul ! C Oc1GI r j(,� /IbLG� 0 11q 71 01 3/- �Is Cvt� Telephone: Fax: 1/(p�f L/-336 03 Email: al pCr'l9dprC l,[OOrr° Please check to specify who you wish respondence to be mailed to,from:the above names: ( )Applicant/Owner(s), ( Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED a- r/7 and DENIED AN APPLICATION DATED 3-/1- f7FOR: ( )Building Permit ( )Certificate of Occupancy ( )Pre-Certificate of Occupancy ( ) Change of Use ( )Permit for As-Built Construction ( ) Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article:'X�C// Section: �O // Subsection: Type of Appeal. An Appeal is made for: 6,TA 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 Other 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# 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: RECEIVEDID(,' APR 0 5 2017 ZONING BOARD OF APPEALS 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: 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? { }}Yes,or{ }No Why: Are there any Covenants or Restrictions concerning this land? { }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. 4 Sig e of Applicant�®rAutlh�iorized Agent (Agent must submit written Authorization from Owner) Sttoo me this dayoi�7 . to&ry Public 0 BETSY A.PERKINS Notary Public,State of New York No.01 PE6130636 Qualified in Suffolk Coun —1 Commission Expires July 18, RECEIVED APR 05 2017 AREA VARIANCE REASONS FOR Dimitrios&Irene Antoniadis ZONING BOARD OF APPEALS (1) An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties if granted,because: The existing house was constructed pursuant to the setbacks of the subdivision. The proposed addition is over the existing first floor. The only new portion of the footprint is an outside covered walkway giving the owner access from the front of the house to the back of the house. The covered porch is landward of the existing setbacks of the house and deck. The addition will not change the character of the neighborhood and is a simple second floor addition. (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:The existing house was constructed under the setbacks set in the subdivision. The bank is not a high bank and is protected by rocks. (3) The amount of relief requested is not substantial because: the relief requested is not substantial and maintaining the existing setbacks of the existing structure. The new 4'x 4.5' uncovered deck attached to the covered deck is 82' from the"top of the bank". (4) The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: The bank is stable,protected and the house is more than 120 feet to the Tie Line along apparent high water. (5) Has the alleged difficulty been self-created? ( )Yes,or (X)No. The house was constructed pursuant to prior zoning codes. The small addition is over the existing structure. Are there Covenants and Restrictions concerning this land: No (please furnish copy). RECEIVED APPLICANT'S PROJECT DESCRIPTION APR 0 5 2017 —70�0, c� ZONING BOARD OF APPEALS APPLICANT: -D r YA L+Yk 0 5 4-:revie. }dvl lGtl( DATE PREPARED: 7-1 -7 1.For Demolition of Existing Building Areas Please describe areas being removed: MeAj �� d. -�F(r)nj( Ct AA`-(m-n -a H.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: W5 ' x 2_ ' Wal,V VVe S �1 D(11SC� Dimensions of new second floor: x' .2V,8 d /S7 Dimensions of floor above second level: 6 rup- Height(from finished ground to top of ridge): a8 372-- Is 2 Is basement or lowest floor area being constructed?If yes,please provide height(above ground) t f/4 measured from natural existing grade to first floor: St Ag 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: a s+CyV-,i hOv---te Number of Floors and Changes WITH Alterations: house IV.Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: eAt ,> C0VC'-eco&-_C" Proposed increase of building coverage: Wo eQilCm4e- -4y h y��` X Q,?, 5- 1-2 2�-,5i= Square footage of your lot: 74 Percentage of coverage of your lot by building area: V.Purpose of New Construction:_ F)'- 'foom "fib sf-wic, 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): —F) G it �Z `O►'1- -k-0 1 C)4 Q Uyt N� Perms, 12',+-ous kA,FF V'Oc,(C akch-- WyA 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 QUESTIONNAIRE RECEMED FOR FILING WITH YOUR ZBA APPLICATION APR 0 5 2017 A. Is the subject premises listed on the real estate market for sale? ZONING BOARD OF APPEALS Yes V No B. Are there any proposals to change or alter land contours? f No Yes please explain on attached sheet. C. 1.)Are there areas that contain sand or wetland grasses? 1 l.6yIU �c�v� coo 2.)Are those areas shown on the survey submitted with this application? les 3.)Is the property bulk headed between the wetlands area and the upland building area? (�o caL tits 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? N O E. Are there any patios, concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? 1- o 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? 0 o If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: 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. 6-, p�s H. Do you or any co-owner also own other land adjoining or close to this parcel? N'O If yes,please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel tR ,(S f 7/Y q and the proposed use inn -F-o -0A(E' nC, ` (ex: existing single family,prop sed: same with garage,poo or other) Au orized signature and Date { RECEIVED /70�3 AGRICULTURAL DATA STATEMENT APR 0 5 2017 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD ZONING BOARD OF APPEALS 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: Yv►t�Y(os d --:Wevlr-- n lc,C�c s 2. Address of Applicant: �3ob Nc)j-:kG Sea De�,Lyre 00C411 - 3. Name of Land Owner(if other than Applicant): 4. Address of Land Owner: 5. Description of Proposed Project: -AZAA�zs�-vn �vvLl 6. Location of Property: (road and Tax map number) 3,30c) N b-✓fi -�esCi ,�Jriy-e 7. Is the parcel within 500 feet of a farm operation? Yes { } No 8. Is this parcel actively farmed?,,V, Yes { } 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 3. 4. 5. 6. (Please uW the back of this page if there are additional property owners) Si nature of Applicant Date ote: 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. 6I Z20 RECEIVED J,&V5 Append tB APR 0 5 2017 Short Environmental Assessment Form ZONING BOARD OF APPEALS Instructions for Completing Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses 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 1-Project and Sponsor Infor1m,ation i t"1� TY 05 Name of Action or Project: Project Location(describe,and attach a location map): 3 3 dv �1 t>,t� S'cc 'dVv' I D tll.C^)-- Brief Description of Proposed Action: - rid -�l oo r p L - -in -1-n (2x(Slvy� Name of Applicant or Sponsor: C f Telephone: 31_ -74O_ L4-3-5 C) TTv�-�U d1 c Cc (S e dVI00tl� E-Mail: mcore � Mtn a f0 Address: nn 1 � l City/PO: State: Zip Code: Sokol A- 1 10-11 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: 3.a.Total acreage of the site of the proposed action? Z acres b.Total acreage to be physically disturbed? U acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1023 acres 4. Check all land uses that occur on,adjoining and near the proposed action. � El Urban 13 Rural(non-agriculture) ❑Industrial 13 Commercial 21 residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Pagel of 4 CEIVED 5. Is the proposed action, ���� ' NO YES N/A 'APR a.A permitted use under the zoning regulations? �l In ��,j. b.Consistent with the adopted comprehenMfo]MV BOARQ OF APPEALS 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 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: %,ty viG ,l incl 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? ✓ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES 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: t R1 S"!I a iM �ti 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? t/ b.Is the proposed action located in an archeological sensitive area? 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? V-1 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: 14. Ideytify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: C3'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? Vol, 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? �NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and sto;n drains)? If Yes,briefly describe: 11NO SES 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)? V If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? / 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/sponsorname 8417-,C,4 C//0-,Vy-e Date: 3 —1 —T—) 7 Signature: 017 IPPart 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer aiPofhe follow-iYigOF APPEALS 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? 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 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 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 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for 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-tern,long-term and -70/ 0 cumulative impacts. ('�/� REC1 MED APR 0 5 2017 ZONING BOARD OF APPEALS E3 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. o 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 i RECEIVED -7,0J t$ APPLICANT APR 0 5 2097 1O U TRANSACTIONAL DISCLOSURE FORM (FOR SUBMISSION BY OWNER mid OWNER'S AGENT) ZONING BOARD OF APPEALS The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of Town officers and employees. The purpose 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: ANTONIADIS,DRVHTRIOS&IRENE AND MOORE,PATRICIA C. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company. If so,indicate the other person or company name.) NATURE OF APPLICATION:(Check all that apply.) Tax Grievance Variance X Special Exception If"Other", name the activity: Change of Zone Approval of Plat Exemption from Plat or Official Map Other Trustees 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 N0_X Complete the balance of this form and date and sign below where indicated. Name of person employed by the Town of Southold: Title or position of that person: Describe that relationship between yourself (the applicant) and the Town officer or employee. Either check the appropriate line A through D(below)and/or describe the relationship 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 than 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 itSubmitted this day of� Signature: 41 D TRIOS ANTONIADIS r 5ricia NIADIS C.Moore c RECEIVED in APR 0 5 2097 AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM ZONING BOARD OF APPEALS The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The purpose 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: Y'Gt,6_«�� (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's 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. V YES NO If you answered"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 / 7 --da - ,20 7 Signature Print Name— 7G 6Y e ec, Town of Southold RECEIVED x®65 LWRP CONSISTENCY ASSESSMENT FORM APR 0 5 2097 ZONING BOARD OF APPEALS A. INSTRUCTIONS 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# /5— - D! -� The Application has been submitted to(check appropriate response): Town Board 0 Planning Dept. 0 Building Dept. Fr Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital 0 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: ,:2nd A/oOr e7 O/7Gi �lGt!c sq`1�OD/; l � �y_ Location of action:_ '��jQ/j ��,1� �� ���1/'P ��2� RECEIVED e�5 Site acreage:g 7, /�1 s� APR 0 5 2W7 BONING BOAR®OF APPEALS Present land use: Present zoning classification: 2 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: ��� (b) Mailing address:_ U� 3®O /I Jnv Gt LeAt (c) Telephone number:Area Code (d) Application number,if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No Er 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 ❑ Not Applicable &e zed- L� 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 Not Applicable Attach additional sheets if necessary 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 RECEIVED-7 dob © Yes Q No Not Applicable APR 0 5 2017 ZONING BOARD OF APPEALS 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 E Yes 0 No D Not Applicable /,Of i77'0051 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 0 Yes © No u Not Applicable 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. Q Yes Q No Eg'Not Applicable i Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section Il —Nolicies Pages 32 through 34 for evaluation criteria. r7�b APR 0 5 2097 © Yes ❑ No 2 Not Applicable ZONING BOARD OF APPEALS Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wee LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes 1:1No Not Applicable 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. ❑ YeEl No R Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See WRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No Not Applicable I OQ (� RECEIVED AF0 Attach additional sheets if necessary ZONING BOARD OF APPEA—US Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town wa ers. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes El No Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III —Policies; Pages 62 through 65 foredNot aluation criteria. ❑ Yes ❑ No Applicable 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 MXNot Applicable Created on 512510511:20 AM Board of Zoning Appeals Application RECEIVED I�� APR 0 5 2097 AUTHORIZATION (Where the applicant is not the owner) ZONING BOARD OF APPEALS WE, Dimitrios&Irene Antoniadis,residing at 3300 North Sea Drive, Orient New York hereby authorize my attorney,Patricia C. Moore, to act as our agent and appear on our behalf before the Southold Zoning Board of Appeals Aoz owner's signature zl�'m owner's signature FORM NO. 4 TOWN OF SOUTHOLD � 0�" BUILDING DEPARTMENT RkEIVED Town Clerk's Office APR 0 5, 20V Southold, N. Y. ZONING BOARD OF APPEALS Certificate Of Occupancy No.Z .389 . . . . . . Date . . . . . . . . . . . .July. . . .23. . . . .. 1970 - THIS 970 .THIS CERTIFIES that the building located at . Worth 'sea' Driver • • • • • • • . Street Map No.Green•AGF; Block No. . . . . . . . . . .Lot No. . 20. . . . . .Orient. KrY.. . . . .. . . . . conforms substantially to the Application for Building Permit heretofore filed in this office dated . . . ... . . . . ftreh . . . 26, 19.69. pursuant to which Building Permit No. 4+21 8z dated . . . . . . . . . . .March, . . 27, 19.69, 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 lftte' 'one' famil7'dwv1ling. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . The certificate is issued to . .Edward• Murphy . . . . . Owner• • • • • • • • • • • • • • • • • • • • • • .. (owner, lessee or tenant) of the aforesaid building. Suffolk County Department of Health Approval Nov_,. .12. 1'969. . .. . . .. . . . . . . . .. . . . . . . . . . . . `": . . . . . . . . . . . . . . . Building Inspector House 3344 FORM NO.4 RECEIVED TOWN OF SOUTHOLD APR 0 5 20V BUILDING DEPARTMENT Town Clerk's Office Southold, N.Y. ZONING BOARD OF APPEALS Certificate Of Occupancy No. . 10305. . . . . . . . . Date . . . .December G.►. . . . . . . . . . . . . .1 19 . f30 THIS CERTIFIES that the building . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Location of Property 3300. North Sea Drive,. . . _Orient . . . . . . . . . . . . . House No. Street Hamlet f County Tax Map No. 1000 Section . . . M. . . . .Block . . . ... . . . . . . . . .Lot . : Subdivision . .0rAQK1. Acrea. . . . . . . . . . . . . . . .Filed Map No. . 35.40. .Lot No. —20 . . . . . . . conforms substantially to the Application for Building Permit heretofore filed in this office dated . . . . . . . . . . 1976.pursuant to which Building Permit No. . . . . . . . . . . . . . . s dated �' . . .,.Rri�. .7 . . . . . . . . . . . . . . . . . 19 .?6,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 . . . . . . . . . . . . . . . Attached Garage . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f The certificate is issued to . . . . JQ=. TUMp l . . . . . . . . . . . . . . . . . . . . . . . (owner,1e31t'iCX of the aforesaid building. Suffolk County Department of Health Approval . . . . xlj�. . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . UNDERWRITERS CERTIFICATE NO. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Building nspector Rev X4/79 fifwt� Town of Southold Annex 5/10/2012 t, P.O.Box 1179 RECEIVED ~ 54375 Main Road :6 Southold,New York 11971 APR ® 5 2097 �..;nn,•'� ZONING BOARD OF APPEALS CERTIFICATE OF OCCUPANCY No: 35590 r Date: 5/10/2012 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3300 North Sea Drive,Orient, SCTM#: 473889 Sec/Block/Lot: 15.-1-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/2/2011 pursuant to which Building Permit No. 36799 dated 11/3/2011 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: Additions&Alterations to an Existing Single Family DwellingaKitchen,Dining Room,Covered Porch and Basement) Kitchen,Dining Room, Covered Porch,Basement,as applied for. The certificate is,issued to Antoniadis,Dimitrios&Irene -- (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36799 5/7/12 PLUMBERS CERTIFICATION DATED 5/3/12 Dimitrios Antoniadis Aut ized gnatu e RECEIVED FORK NO.z APP 0 5 2017 TOWN OF SOUTHOLD BUILDING DEPARTMENT ZONING BOARD OF APPEALS TOWN CLERK'S OFFICE SOUTHOLD, N. Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) N° 4218 z Date ............................*trek..... . ..., 19..�. ,Permi:slon is hereby granted to: b�>r;�••�1v�s•....,i�,�C•• �d•••l�r�gr••1 ............... t�h�guo. ......................................... to ....... . .......................................................................... atpremises located at ...........JL t.......... . ........................................ ..........................................Yor h..&��••DgC3�s�.................®ri4mt................................................. pursuant to application dated .......................44&rGjj.........ff.......... 196f, and approved by the Building Inspector. Fee $...i u.00......... Building Inspector 190 �'QG Ot 9� L � e i l.. I_ Dimitrios Antoniadis 3300 North Sea Drive, Orient SCTM: 1000-15-1-4 N O VonZ ` - z G � Dimitrios Antoniadis 3300 North Sea Drive, Orient SCTM: 1000-15-1-4 N O Z rn v rn �� v c1+ BMW i 4 w_ Dimitrios Antoniadis 3300 North Sea Drive, Orient SCTM: 1000-15-1-4 0 Z O � n s � p• i - i 7 5ti Dimitrios Antoniadis 3300 North Sea Drive, Orient SCTM: 1000-15-1-4 s N 1 A f G) r O rt+ r rn , G +w' Apt a. a .i. r Dimitrios Antoniadis :Vo, = i 3300 North Sea Drive, Orient �,,.R w F et t r %'� + SCTM: 1000-15-1-4 4 � 4 y� Tr*� �*'`til►.,�r r ! ,' �r a's ���•.;�+ ,,. �, _ • fp �r o m om m F ht li � .tea i � ���,�. 4' �i °; Dimitrios Antonia is 3300 North Sea Drive, Orient SCTM: 1000-15-1-4 N O Z Z _ S �a rn ,-;. .... Dimitrios Antoniadis .►+� 3300 North Sea Drive, Orient r` SCTM: 1000-15-1-4 N O Z H 2 m R D .o m � tl� Dimitrios Antoniadis 3300 North Sea Drive, Orient -- SCTM: 1000-1S-1-4 • � ill Alf wlA t W low 1�4610 , ' a � t AA TOWN OF SOUTHOLD P `PPERTY REC ORD CARD !! W OWNER STREET VILLAGE DIST. SUB. LOT a - N CS) FORMER OW ER �/alYl t (t�- N E ACR _/ m Q f i �6 w N W t�oh�r�` M Lj s W TYPE OF BUILDING g .]OAN N dA ff CTI SEAS. VL. FARM COMM. CB. MISC. Mkt. Value Cn TOTAL DATE REMARKS w LAND IMP, 0 Z T6 �� Ln CTI 09 Atee- RA46a,pe Yf/z � � ov Do -2 A t C'a r �' Ft NN A 1© Q Z QTTtoQ,) Soo, 3 - W XQ S� G Q�c7 _FM614G G CO ",N _.` AW �/— C �V C cn C RMA >= ow y Dov � 0 0 0 -L1D9so ,oSl- e IlQ is D 0 r FARM Acre VQIue Per Value sr d -7 c e 3+ 07 qy-Bp a/ Cc d 'const arra S� 0-1 Acu i+;o� LO r1 d moo rt �o,o q ra .2oti # 3co 74q add,=hpr11aM .- - hnco LO O Z] Tillable 2 co Tillable 3 vvoodlcrd w old Swampland FRONTAGE ON WATER aP Q Brushland FRONTAGE ON ROAD � �, � � House Plot �' r DEPTH > m - BULKHEAD m CS) Total - _ _ _ _ DOCK A 4NO 4M ■S��■f�ii inn r"�ii�ii �tlS No u awl --1 1 p - ■■■■■ ME 'am �s■■ss!■■■■ . `.- � ■!moi �� . ■■!■�■i�.�� e - I■ti [.1 1tl3■l 4in i■il�il�i��r; so Foundathon W5 V-11%W41 former DrivewcY _ _ ._ llri����lf��i■��■!■i��l3!■ltif! � :. o rYll _ LN 5/ 1 ELIZABETH A.NEVILLE,MMC ® ® Town Hall,53095 Main Road TOWN CLERK P.O.Box 1179 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS Fax(631)765-6145 MARRIAGE OFFICER ,f. ®�. Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER ®,� �a 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: April 7,2017 RE: Zoning Appeal No. 7068 Transmitted herewith is Zoning Appeals No. 7068 for Dimitrios Antoniadis-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,Agent/Representative Transactional Disclosure Form, LWRP Consistency Assessment Form,Notice of Disapproval,Board of Zoning Appeals Application Authorization, Certificates of Occupancy, Building Permit No. 4218Z, Photos, Property Record Card, Survey, Construction General Notes and Drawings of Proposed Construction. 1 * * * RECEIPT * * * Date: 04/07/17 Receipt#: 217773 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7068 $500.00 Total Paid: $500.00 Notes: i i Payment Type Amount Paid By CK#107 $500.00 Antoniadis, Dimitrios Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Antoniadis, Dimitrios 3300 N Sea Dr Orient, NY 11957 Clerk ID: SABRINA Internal ID:7068 1` BOARD MEMBERS ®� S0(� Southold Town Hall Leslie Kanes Weisman,Chairperson �� ly® 53095 Main Road-P.O.Box 1179 !O Southold,NY 11971-0959 Patricia Acamporat Office Location: Eric Dantes Town Annex/First Floor,Capital One Bank Gerard P.Goehringer 54375 Main Road(at Youngs Avenue) Nicholas Planamento C®U Southold,NY 11971 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, AUGUST 3, 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, AUGUST 3, 2017: 9:30 A.M. - DIMITRIOS ANTONIADIS #7068 - Request for a Variance under Article XXII, Section 280-116 and the Building Inspector's March 15, 2017, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling, at: 1) located less than the code required 100 feet from the top of the bluff; at: 3300 North Sea Drive, (Adj. to Long Island Sound) Orient, NY. SCTM#1000- 15-1-4. 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: July 20, 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 r Q@2097430 STATE OF NEW YORK) �I )1T )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 07/27/2017 Principal Clerk C C Sworn to before me this day of YA—) CHRISTINA VOLINSKI NOTARY PUBLIC-STATE OF NEW YORK No. 01V06105050 Qualified in Suffolk County My COdlffilNOn Expires February 28,2020 U zk AUG 2017 TYPESET Mon Jul 24 15.34.11 EDT 2017 tion 280-116 A&B;and the Building In- LEGAL NOTICE spector's February 17, 2017, Amended SOUTHOLD TOWN ZONING BOARD April 3,2017,April 20,2017 and June 23, OF APPEALS 2017 Notice of Disapproval based on an THURSDAY,AUGUST 3,2017 application for a permit to construct addi- PUBLIC HEARINGS tions and alterations to an existing single NOTICE IS HEREBY GIVEN,pursuant to family dwelling and to construct an in- Section 267 of the Town Law and Town Code ground swimming pool,at:1)proposed ac- Chapter 280(Zoning),Town of Southold,the cessory structure is located in other than following public hearings will be held by the the code required rear yard;2)proposed SOUTHOLD TOWN ZONING BOARD OF construction located less than the code re- APPEALS at the Town Hall, 53095 Main quired 100 feet from the top of bluff;lo- Road,PO Box 1179, Southold,New York cated; at: 4800 Paradise Point Road, 11971-0959,on THURSDAY,AUGUST 3, Southold,NY.SCTM#1000-81-3-3. 2017. 11:15 A.M.-JOHN HEEG AND GIA FIS- 9:30 A.M. -DIMITRIOS ANTONIADIS CHETTI HEEG#7075SE-Applicants re- #7068-Request for a Variance under Arti- quest a Special Exception under Article III, cle XXII,Section 280-116 and the Building Section 280-13B(13). The Applicants are Inspector's March 15,2017,Notice of Dis- owners of subject property requesting a approval based on an application for a per- permit to make additions and alterations,to mit to construct additions and alterations and convert an existing accessory barn into to an existing single family dwelling,at:1) an Accessory Apartment that exceeds the located less than the code required 100 feet maximum 750 sq.ft.in livable floor area from the top of the bluff;at: 3300 North and contains more than one permitted Sea Drive, (Adj. to Long Island Sound) bathroom,at:1945 Westphalia Road,Mat- Orient,NY.SCTM#1000-15-1-4. tituck,NY.SCTM#1000-141-1-3. 9:40 A.M.LOU PAGNUTTI#7069-Re- 11:30 A.M. -JOHN HEEG AND GIA quest for Variances under Article XXIII, FISCHETTI HEEG#7076 - Request for Section 280-124 and the Building Inspec- Variances under Article III, Section tor's March 30, 2017, Notice of Disap- 280-15,Article IV,Section 280-19 and the proval based on an application for a permit Building Inspector's December 28, 2016, to construct additions and alterations to an Amended January 3,2017 Notice of Dis- existing single family dwelling, at: 1) lo- approval based on an application for a per- cated less than the code required minimum mit to make additions and alterations to side yard setback of 15 feet;2)located less and convert an existing accessory barn into than the code required total side yard set- an Accessory Apartment,at 1)located less back of 35 feet;at:57475 County Road 48, than the code required minimum side yard (Adj. to Long Island Sound) Greenport, setback of 15 feet;2)proposed accessory NY.SCTM#1000-44-2-5. structure exceeding the code permitted 10:15 A.M.-DESPINA GIANOPULOS maximum 750 square feet in total size,at: LANDERS/LANDERS FAMILY TRUST, 1945 Westphalia Road, Mattituck, NY. LLC#7072 Request for Variances under SCTM#1000-141-1-3. Article XXII,Section 280-116B and Article 1:00 P.M.—SPORTS EAST PRIVATE XXIII, Section 280-124 and the Building MEMBERSHII' CLUB — PAUL PAW- Inspector's April 10,2017,Amended June LOWSKI#7091-Request for an interpre- 9,2017 Notice of Disapproval based on an tation,pursuant to Article XXVI, § 280- application for a permit to construct addi- 146D of the Town Code,in response to the tions and alterations and to legalize an"as Building Inspector's April 26,2017 Notice built"deck addition to an existing single of Disapproval that the proposed use,as family dwelling,at:1)located less than the applied for,is not a permitted use in the code required minimum front yard setback R-80 Zoning District pursuant to the Zon- of 35 feet, 2) located less than the code ing Board of Appeals Code Interpretation required minimum rear yard setback of 35 #6976; located, at: 9300 NYS Route 25, feet,3)located less than the code required Mattituck,NY.SCTM#1000-122-7-9. minimum side yard setback of 10 feet,4) The Board of Appeals will hear all persons more than the code permitted maximum or their representatives,desiring to be heard at lot coverage of 20%; at: 5705 Stillwater each hearing,and/or desiring to submit writ- Avenue,(Adjacent to Eugene's Creek)Cut- ten statements before the conclusion of each chogue,NY.SCTM#1000-137-4-4. hearing. Each hearing will not start earlier 10:30 A.M.-THOMAS PILESKI#7073 than designated above Files are available for -Request for a Variance under Article III, review during regular business hours and Section 280-15 and the Building Inspec- prior to the day of the hearing If you have tor's April 13,2017 Notice of Disapproval questions,please contact our office at,(631) based on an application for a permit to 765-1809, or by email KimF@ construct an accessory garage,at: 1)pro- southoldtownny.gov posed accessory garage exceeding the code Dated:July 20,2017 permitted maximum 750 square feet in to- ZONING BOARD OF APPEALS tal size;at:1250 Elijahs Lane,Mattituck, LESLIE KANES WEISMAN,CHAIRPER- NY.SCTM#1000-108-3-5.11. SON 10:45 A.M.-JENNIFER PLACE#7074 BY Kim E.Fuentes - Request for a Variance under Article 54375 Main Road(Office Location) XXIII, Section 280-124 and and the 53095 Main Road(Mailing/USPS) Building Inspector's March 1, 2017, PO Box 1179 Amended March 17,2017 Notice of Disap- Southold,NY 11971-0959 proval based on an application for a permit 2097430 to construct additions and alterations to an existing single family dwelling, at: 1) lo- cated less than the code required minimum rear yard setback of 35 feet;at:750 Liberty Lane,Southold,NY.SCTM#1000-79-6-27. 11:00 A.M.-SERENITY IN PARADISE #7077-Request for Variances under Arti- cle III,Section 280-15;Article XXH,Sec- TOWN OF SOUTHOLD 470(69 ZONING BOARD OF APPEALS SOUTHOLD,NEW YORK 11wia�1� AFFIDAVIT OF In the Matter of the Application of MAILINGS (Name of Applicants) SCTM Parcel# 1000- COUNTY OF SUFFOLK STATE OF NEW YORK I, M14A&Aoe�eT oP_Urx6WS!-1 residing at M,47 'T't-r V CPQ New York, being duly sworn, deposes and says that: On the 14 day of , 2017, 1-personally mailed at the United ' States Post Office in 50tA-rf40 tb ,.New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on 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, surroundin the applicant's property. (Signature) Sw to before me thi � BETSY A. PERKINS 0 d y of �� ` Notary Public,State of New York No.01 PE6130636 Qualif 6d in Suffolk Coun (N Publi ) Commission Expires July 18 2ta/ PLEASE list 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. DIMITRIOS ANTONIADIS t APPEAL#7068 EMMANUEL PIPERAKIS & OTHERS JOHN&DENISE BANER 1735 MARINE PARKWAY 1 NORMA LANE BROOKLYN NY 11234 FARMINGDALE NY 11735 SCTM: 1000-15-1-3 SCTM: 1000-15-1-7 GEORGE&ATHENA CURIS TAXIARHIS &MARIA DAVANELOS 3190 N. SEA DRIVE 1363 81ST STREET ORIENT NY 11957 BROOKLYN NY 11228 SCTM: 1000-15-1-5 SCTM: 1000-15-1-24 PostalTM us. ■ e ® , © ® , o . ir Ln Ln (OFF 0 C AL U_S-E a0 FEE CHAL U1 a r-3 Certified Mad Fee 3 )��' O �( )js /� Certified Mad Fee O $ / $ t� �' Extra Services&Fees(cheek box add fee as eppropnate) �.�� `��0 � Extra SBNloes&Fees(check box,add fee as appropriate) j���•�'�'�`�%� ❑Return Receipt(hardcopy) $ J E]P s ry'g Return Receipt(hardcopy) $ Q ❑Return Receipt(electronic) $ �L tR 1 I ✓ E=l ❑Return Receipt(electronic) $ PoSim ari(,�t 6y Certified Mali Restricted Delivery $ liL ere err B ❑ Q ❑Certified Mall Restricted Delivery $ C3 []Adult Signature Required $ 0 ❑Adult Signature Required $ 0 []Adult Signature Restricted Delivery$ M []Adult Signature Restricted Delivery$ C3 Postage _e–1p J Postage ' � g ,� C3 EMMANUEL PIPERAKIS ; ti s GEORGE&ATHENA CURIS U ,� &`OTHERS3190 N. SEA DRIVE � 1735 MARINE PARKWAY --------------- o < ORIENT NY 11957 ____________ r`- BROOKLYN NY 11234 --------------- N :11 1 II 111.1 :II 1 11 I11 ■ e i ' e m !° 0 I n itI CalL L ° Ln Ln age= Certified Mail Fee C%- Certified Mail Fee - C3 o $ Extra Services&Fees(checkbox,addfee es eppropdate) �- Extra Services&Fees(checkbox,addles as eppropdate) jh copy) ❑Return Receipt(hard $ ❑Return Receipt(hardcopy) $ f/ \ C3 ❑Return Receipt(electronic) $ �.aa'•t° p ❑Return Receipt(electronic) $ qa t g)Pb9tmarfS 7 Pos}rrr Ip 1 i-=• C3 ❑Certdied Mall Restricted Delivery $ ^^yy�„^� Hefe 7 • O ❑Certified Mail Restricted Delivery $ Aer [o ° E3 ❑Adult Signature Required $ /I;b✓ C3 []Adult Signature Required $ r-3 ❑Adult Signature Restricted Delivery$ � C3 []Adult Signature Restricted Delivery$ ) O Postage .-. C3 Postage ru $` TAXIARHIS &MARIA �' / ti s JOHN&DENISE BANER s. DAVANELOS - V— s 1 NORMA LANE o s1 1363 81ST STREET --------------- o s FARMINGDALE NY 11735 •--------------- �` BROOKLYN NY 11228 i 1 1 1 e 1 111• :1 1 1 _ _ _ 1 I •1. J i i • Tlyli&SECTION •MP.LETE-i-HIS Sf__'110N'ON DELIVERY. ■ Complete items 1,2,and 3. ■ Print your name and address'on the reverse ❑Agent so that we can return the card to you. ❑Addressee a Re ew b rite ame C.Date of Delivery ■ Attach this card to the back of the mailpiece, y U%, t i or on the front if space permits. D. d 10 address di rib from item 1? ❑Yes t�.�� If S,- nter E IW4% �s�below: ❑No -7o( o� JOFIN.&DENISE BANER r\�d�' m 1"NORMA LANE F'_ARMINGDALE NY 11735 i 3. Service Type ❑Priority Mail Express® II I IIIIII IIII II(I II I II I III I II I I I IIIIII I I II I III ED Adult❑Adult Signature a Restricted Delivery 11Registered MallTm Mad Restricted 19i Certified Mail® Delivery 9590 9402 2672 6336 6190 70 E]Certified Mail Restricted Delivery Cl Retum Receipt for � gCollect onDelNery` Merchandise 2. Article Number(Transfer from service IabeQ q Collect on Delivery Restricted Delivery ❑Signature ConfirmatlonTh° -jail ❑Signature Confirmation .7016. 2 0-7-0: 00,0 2 4 0 7 0 5 5 8 6 p,I Restricted Delivery Restricted Delivery PS Form 3811',JUIy 2015 PSh'7530102-000-9053 Domestic Return Receipt • y SENDER' COMPLETE SECTIN• �POMPLETE ThIS SECTIONON• ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse XLa.— ❑AgentXV-" so that we can return the card to you. Addressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery or on the front if space permits. D. Is delivery address different from item 1? ❑Yes ti` ate, If YES,enter delivery addre�s belgyv, [3 No I EMMANUEt,NPERAKIS N)`� &.OTHERS I � II 1 ;5.°MARINE PARKWAY �9 BRO,OKL'YN'NY 11234 F, it I IIIIII IIII li I II I II I III I I I I I IIIII III I li III 3. Service Type ,o Priority Mad Expo SO e (3 , I 0 AdultSignatuRegistered Mall � ❑Adult Signature Restricted Delivery q Registered Mail Restricted ®Certified Mall® Delivery 9590 9402 2672 6336 6190 56 ❑Certified Mail Restricted Delivery ❑Return Receipt for q Collect on Delivery Merchandise 13 Col lact on Delivery Restricted Delivery ❑Signature confifmatlonT 2. Article Number(Transfer from service label __,•_��,ril q Signature Confirmation i 07 16 :2070 0000 4070- 5562 i I Restricted Delivery Restricted DeliSery i PS Form 381 1',`July 2015 PSN 7530-02'-01]0-9d53' i Domestic Return Receipt "SEN• • o • • DELI ■ Complete items 1,2,and 3. A. Slg p Agent ■ Print your name and address on the reverse X so that we can return the card to you.. Addressee ■ Attach this card to the back of the mailplece, . B.Xkellled b (Pnnted Na C. Date of Delivery or on the front if space permits. A or on iron if t l D. Is delivery address different from item 1? ❑Yes TAXIARHIS &MARIA if YES,enter delivery address below: ❑No DAVANELOS ! 1363 81ST STREET I, BROOKLYN NY 11228 3. Service Type RII PRegistered riority Mail Expresse I IIIIII IIII III I II I II I III I II I I I IIIII II I I II I i El Adult Signature Restricted Delivery 13Registered Mail Restricted i' 9590 9402 2672 6336 6190 87 Certified Mall® Delivery Certified fied Mail Restricted Delivery 13 Return Receipt for q Collect on Delivery Merchandise V 2. Article Number_(Transfer from service/abel) ❑Collect on Delivery Restricted Delivery Cl Signature ConfirmatlogTMr r fall q Signature Confirmation 7 016;;2 7;0 1100 0 4 0.7 0: ;5 5 9 3^' jail Restricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt ZONING BOARD OF APPEALS TOWN OF SOUTHOLD: NEW YORK X C)60, --------------------------------------------------------------- In the Matter of the Application of AFFIDAVIT OF SIGN ANTONIADIS #7068 POSTING Regarding Posting of Sign Upon Applicant's Land Identified as 1000-15-1-4 ---------------------------------------------------------------x COUNTY OF SUFFOLK) STATE OF NEW YORK) I, PATRICIA C. MOORE, residing at 370 TERRY LANE, SOUTHOLD, being duly sworn, depose and say that: On the 25T" day of July, 2017, 1 personally placed the Town's official Poster, with the date of hearing and nature of the application noted thereon, securely upon the 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 hereby confirm that the Poster has remained in place for seven days prior to the date of the subject hearing date, which hearing date was shown to be THURSDAY, AUGUST 3, 2017 ICIA C. MOORE SW2m to before me this �- day of � , 20 7 otary Pu BETSY A.PERKINS Notary Public, State of New York No.01 PE6130636 Qualifi,%d in Suffolk Cou Commission Expires July 1 , *near the entrance or driveway entrance of the property, as the area most visible to passersby. i4u' Tlt'. E U' F HEARIi4o, The following application will be heard by the Southold Town Board of Appeals at Town Hall , 53095 Main Road , Southold : NAME : ANTONIADIS , DIMITRIOS # 7068 SCTM # : 1000- 15- 1 -4 VARIANCE : BLUFF SETBACK REQUEST: ADDITIONS ALTERATIONS DATE : THURS . , AUG . 3 2017 90030AM 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 OF APPEALS-TOWN OF SOUTHOLD 765-1809 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:Hsouthtown.northfork.net July 10, 2017 Re: Town Code Chapter 55 -Public Notices for Thursday, August 3, 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 July 17th: 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 July 24th: 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 July 26th: 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 August 1, 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 BOARD MEMBERS ®F $0 Southold Town Hall V jylO Leslie Kanes Weisman,Chairperson � Q 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning �� �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider �ou�r(,� Southold,NY 11971 http://southoldtown.northfork.net DtAPR U E� ZONING BOARD OF APPEALS TOWN OF SOUTHOLD 6 2017 Tel.(631) 765-1809•Fax(631) 765-9064 Southold Planning Board April 6, 2017 Mark Terry, Principal Planner LWRP Coordinator Planning Board Office Town of Southold Town Hall Annex Southold,NY 11971 Re: ZBA File Ref. No. # 7068 ANTONIADIS, Dimitrios Dear Mark: We have received an application to construct additions and alterations to an existing single family dwelling. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-5D is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairperson By: � BOARD MEMBERS *QF SoSouthold Town Hall l53095 Main Road- P.O.Box 1179 �O (/��® Leslie Kanes Weisman,Chairperson � O Southold,NY 11971-0959 Eric Dantes as Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning ��n ® ate 54375 Main Road(at Youngs Avenue) Kenneth Schneider 'rou ,N Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809-Fax(631)765-9064 April 6, 2017 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 # 7068 Owner/Applicant : ANTONIADIS, Dimitrios Action Requested: Additions and alterations to an existing single family dwelling. Within 500 feet of: ( ) State or County Road (X) Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land. (X) 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 Chairperson 1 Cl- Encls. BOARD MEMBERS �OF soar Southold Town Hall Leslie Kanes Weisman,Chairperson �� yQl 53095 Main Road• P.O.Box 1179 4 Southold,NY 11971-0959 Eric Dantest Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning �® �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider CQU(,�y,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1509• Fax(631) 765-9064 April 6, 2017 Suffolk County Soil and Water Conservation District Attn: Corey Humphrey 423 Griffing Ave., Suite 110 Riverhead, New York 11901 Re: ZBA # 7068 ANTONIADIS, Dimitrios 1000-15-1-4 Dear Sir or Madam: We have received an application for a project adjacent to a waterway, shown on the enclosed site map. The hearing on this application is expected to be held in approximately 3 weeks. Enclosed is a copy of the site map, together with the application and a copy of the area map. May we ask for your assistance in an evaluation and recommendations for this proposal. Thank you for your assistance. Very truly yours, Leslie K. Weisman Chairperson Ey. Encls. BOARD MEMBERS �F SOSouthold Town Hall Leslie Kanes Weisman,Chairperson �� �'� 53095 Main Road•P.O.Box 1179 �� l0 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes cn �r Town Annex/First Floor,Capital One Bank Gerard P.Goehringer ® \a� 54375 Main Road(at Youngs Avenue) Nicholas Planamento COO Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631)765-9064 August 22,2017 Patricia Moore Attorney at Law 51020 Main Road Southold,NY 11971 Re: ZBA File# 7068 Antoniadis, 3300 North Sea Drive, Orient SCTM No, 1000-15-1-4 Dear Mrs. Moore; Transmitted for your records is a copy of the Board's August 17, 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� l Kim E. 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