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1000-15.-1-1
pF SOf/��,��® C'OUNT`!,'�� To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: July 17, 2023 ' Re: LWRP Coastal Consistency Review for DIMITRIOS & IRENE ANTONIADIS SCTM# 1000-15-1-1 Michael A. Kimack on behalf of DIMITRIOS & IRENE ANTONIADIS requests an Administrative Permit for an as-built 10'x34' (340sq.ft.) addition to an existing "as-built" 26'x42' less a 14'x8' cutout area (1180sq.ft.) deck for a total deck area of 1520 sq. ft.; establish and perpetually maintain a 10' wide non-turf gravel buffer area,landward of top of bank. Located: 3630 North Sea Drive, Orient. SCTM#: 1000-15-1-1 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 proposed action is INCONSISTENT with LWRP Policy 6 therefore, INCONSISTENT with the LWRP. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. The as-built deck is recommended as inconsistent. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Town of SoutholdRECEIVED, LWRP CONSISTENCY ASSESSMENT FORM JUL 11 2023. SOUP-l-Jd Town A. INSTRUCTIONS Planning Board 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" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. 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 ACTIO .s SCTM# _ PROJECT NAME $ The Application has been subVardBuilding ropriate response): Town Board ❑ Planning Dept. ❑ Board of Trustees Category of Town of So (check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit,approval,license,certification: LgnLi Nature and extent of action: `a �rx -74 Gr= X40 S`F, A5n-49Zir/V !Dl' NoiY- TURF &"V46-1- C3l0CrBA;P Z",04a m ajg� x"21P dl-- �rT A Location of action:— /)ti3�. l M71; ORIZA17— Site acreage: /1 62 Present land use: Present zoning classification: Q 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: /1HJTR!O,r_e lg WAE TD.fll.�p!S (b) Mailing address: Al I,L,9 (c) Telephone number: Area Code( ) (d) Application number,if any: /y 1A Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No AJ If yes, which state or federal agency? C. Evaluate the project to,the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. 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 2 Not Applicable 04.1 CY / i//,# ZV -'4ee&cAr-0/11 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 0 No Not Applicable �Q1 f C Y 2 7`0 A P.nL/C#T/D Al 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 ❑ Yes ❑ No JF6"�j Not Applicable P61/cy M A RPG/CA 77 0 Al Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No M Not Applicable (4/ CY 4 7`0 4 ?Zl f CA 2`1- 1941 ." ND T' WAN 9400 PLAIN Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No RlNot Applicab PDL/C�/ . A" y"o A PpG/ G.p 71 Opt/ Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ Yes No Not Applicable R6 Z/CY 6 A1/4 ro A PBZ!CA t/oAl Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable Poi/ cY N A ra PPI-i CA MV Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes 1:1 No ^'V1 Not Applicable noxi Cy 6 A� ro A P?1-1 rA r�o c.1 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. ❑ Ye,0 No 1��( Not Applicable — hou CY 9 A114 ro 4"ZICA7/2 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 LWRP Section III.—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable PGE! CY 10 A r�PpG/ Q4 770V Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable P6 41 c'y 1) A11.4 7-r1A&>Ll CA na& Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No W Not Applicable rAttao A& ZAA1jQX QAZ ,2 p 9Z_Y O2 4QZn W od Ar- Attach ch additional sheets if necessary Policy 13.. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No � Not Applicable p01-ZCX A? Al ,q r-a A&Vl Z C471 QW PREPARED BY H.4. kJR4 l'JCEST DATE -7--F j Owl 00 GREEN Fu KC 77 �,I<D I I sol SLIFTIDU 0 WOO 1 10 M NOT S. —10 M .12 1. ELEVATIONS ARE RlTEREW--- 7M —_JA EXISTING ELEVATE A�'—-d z 4 � EXISTING CONTOUR U%ES Ag� r.FL FIRST FLDDR 0 5— _4 C.FL GARAGE FLOCK 49 SO To TOP OF BLUQVe Be Borrow OF gui2ec m TOP OF WALL Borrow or UML x-uu 10 H 2J xim x1LOT m JB2 ILB M�x ju jfi.2 a x-[Q.1 DOM, 2190 .g a01,20 q F6 20 2 Slow(fpAw`E .,BARxrE JZZ "OUSE G- a ;s la ct iz sp 152 4,m 2J.v JJLZ Au _kz. xju JL2 90DO. Llk C r05 ,,a :Lit xi).1.1 xl&l rT. • 6outliold Tovin Board of Trustees SURVEY OF - LOT 17 MAP OF GREEN ACRES AT ORIENT "'Wa to .�'( 14 D FILE No. 3540 FILED APRIL 13, 1962 S O v SITUATE D ORIENT ' TOWN OF SOUTHOLD IsLA �,- SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-15-01-01 LO J`I iu9"� �'' 10$'8 1 PRIILSCALE17, 023 11 i W 2.4 iA JUSE 1, 2023 ADD NON-TURF BUFFER �0 // /' 'S AREA = 26,988 sq. ft. 1,�'// " � ;L (TO TIE UNE) 0.620 ac. // /i s1oHE-cl�iots —7 O I22 faNOTES: —10 Trl 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:xxx Z a �\ // x s _�_� ,6 EXISTING CONTOUR LINES ARE SHOWN THUS:xx————xx 1F.n- - FIRST FLOOR D GfL FLOOR &7 G M�•�%�� /�/ I 20 m - TOGARAGE BULKHEAD N 6— x �////// / /19 Be - BORON OF BULKHEAD ? _ ' m - TOP of WALL f¢7— //i//// //i l ew - 80RON OF WALL 5g( 18 Ila x-ULZ m ZL NON - •- .- tO m �6 1 y x , �-� x189 LOT 22 • / /� .T3.0 1Yaaa\ �.0 519.9/'.J v ,t5.] y ` x121 m \6 O rya/ \ woaa 00 I8 o Tom• FR 10.4 Fl. . tom. � I,e. 14.r g 1� ' G 1Z5 b- 1 0 g 2 SID G r '11zz %OUSE� 40 GTL me 19A'x jai bL 1TF4• 21.Y a- '•t /17 02 pEDT. ra7slow�gyyOMT ' ,gClpOn\ SET 24 —x17J — '•.1 •../. 153 ra.4 N 17 ' re.T x • •153 0•. _ \,\ 15.5 � �• 151i \. CLOG 16. �¢j$ 0 / x,.. oO6Ln / .. `I, °�` •y5,9'?..' 'gyp,Ra!"' .., '• mR ONO- 5 681 0 Opp ,�, s W .aao Y ^ �1 UNAUDIORUTD ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF 1v SECTION 7209 OF THE NEW YORK STATE O 0 EDUCATION LAW. rNOT THECOPIESLA 7195 SURVEYOR'S I VAP SEA BEARING �f T THE IANO SSEAL SHALL INIIED SEAL OR SI A O TO BE AD 5611.RUE C NOT fi£CONSIDTAED 10 BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY 70 7HE PERSON FOR 1YHOY THE SURVEY 6 T40PARm.ANO ON NIS BEHALF TO THE .� 7111E COMPANY.GOVETMNEMAL AGENCY AND LENDMIG INSITTLIMON LISTED HEREON.AND 34 ASSIGNEES OF THE LEND G Disn- 5 6$• .Y(� TULIOti CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD,IF ANY,NOT SHOWN ARE NOT GUARANTEED. PREPARED N""IT SURVEYS AS ESrABUSH Nathan Taft Corwin III BY THE U FOR AM SURVEYS AS ADopnm BY THE 1J 4,c AND APPROVED AND ADOPffD MR SUSIS TNflY YORK STATE LAW Land Surveyor TITSuccessor To:SIV J.bS aleen,Jr.L Joseph A.Ingegno LS. Title Suneys-SutRG Woes- Se Plans - Constmelion Layout PHONE(631)727-2090 Fox(631)727-1727 OFFICES LOCATED AT ANG ADDRESS 1586 Main Road P.O.Box 16 Jamespart,New York 11947 Jamesporl,New York 11947 N.Y.S.Uc.No. 50467 E-Mail:NConek0 al.com a � i y f Y ri ' 06/05 , Q ❑ (1)AntoniadisProperty Taken June 5, 2023 Looking NNE loc r I AVOW �� f w , � � ._.�.-.-.� a •� 7 06 09 (2)Antoniadis Property Taken June 5, 2023 Looking SE R ISLAND 91x4-0 , 2�4 Mx .z B 11] .. __:.... �osa :tom }` i gni a e • ib p,1 a �� m s r SCM 0.2 F.D.25 L.D,40 M.D.SO pD.65 )d-,x O ..a�.c ,i A •,y, ° .N, dip 1�,d ` ��� 9 p 0°51 y 2.. .� E 1 �'� �. bi ,/, 'e •'� COLn1Y Lr&1fFIXM 'i•... Sp,1 -„0.M ,tp Y " ,.or. •' 'i 1.•, 1Wit "° `- 1.19 S -'a ,xeY`^,�'. 'd Q OA Y Y s� .. +•'� i y f 4 0 g ix1 � _ o.i s ' � i Q!�5 '. >•` ifi yk r �W ' begClt11s i'M 118 zSP 00 ,xl,x q��b`T,q sni � .ii �v'H� '",. • a ,"e� x - b r - � .. .usa.m E ✓ - 21+s h 4 x.fb � .a f`53bxp�� 4j •b t �`> xa14 �� a ., sAn a •^o a -�• ! ,. '$:t •y a� r" Y bN, + d tr '1 � A -. - ��•, `.t Ue- `. i _ Y ....S 5 n ��,y' {� � ,y r_ Yy� . Po"•y. .:„gyp ^•a b . 21.13 ♦ vr,^J. . >r p „� r a+ Y L 4 ev i t p�. N x11•N - .M p 1 ,Jb _ t , ... 1+'•�yc1 t. n t4 - iW tIF �. 4 ,. i � • 291 N •. T�' .•`.t.a - J� 11i x^� . xB \ F v.xn .• "^ a10 � � "�`� P iJ r• �T «e. .t • 'f ixa 2s ,y.�_ x +jpci � r•.. ���.� _3 pE5 y , .. 1 � •--2 em ii }s r y �ztE.' xu, „x„ ,g,,.s•*` � 3,���', _ •;� � oNo � � � .. e• ^.�b.�,o..' 2,tl � +1� sT9 y � (8l .,Nice� ,, e° w �• ,arRl '�. ,p�. ro4a1.w. ror+ �s a SF�sEc sEESEC NO. .s - P£ s Ox0.D1-9W.x xb]im]1 ., 14N C �,• • ,ybt l 31 MAiM UnE ,p"i § tea:, .�A'• L _ M TepF e •,..to ' '. fin e ^aw r.a•>,w,. '"""”'"",•",. »•: — - --� N n, COUNTY OF SUFFOLK© N MEecrw loon sEcranw E w. E .u:.r�y___.__ w..___.__ ..,,�,. ___ ra,. ,:• �.. rrn lmrr.nn.p,r,n. +]ilwe 9A rr vs u n.. W a9twamw6 wn 90UlnLN11 surre:n caxrry rru •—— --"—— —�_— ........9. 1271 .. ,w mn.x�r w:91ru1 faw:swx a'ne v ,m .0 a. 015 .r..•. -- ua.vrcxerrr ru]ee+r[emev -. r.wc rc GENERAL NOTES CONTRACTOR NOTES ���:F�IDE�RENOVATION 8 CONSTRL,ICTION -_ General Notes: ACCORDANCE _ Wood 1 Gt7VERAL ALL WORK TO NEW YOM ANDECOMPLETED REGULATIONS NOF ALL OTHER AGENCIESWITH ETOWN HAVING JURISDICTION. NEW YORK. 2020 RESIDENTIAL CODE OF I I = 1. AN etude to be SPF 02 or better, and all other etrvetural rood to be Douglas Fir/Larch 42 or better. GENERAL NOTES: FIRE SAFETY- 2. AI structural wood shall be In accordance with the national design Z. T�y(17 1 Ig specifications for wood construction- latest edition. � �ALI]Jl� �� ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A CODE OF NEW YORK,FIRE DEPARTMENT RULES AND REGULATIONS,UTILITY COMPANY REQUIREMENTS,AND THE BST TRADE J. Nailing schedule shall be in accordance with the specified code. B.LOCKED AREA. PRACTICES. 2 4. Pro-mmulactured trumea. C.ALL MATERIALS TO BE STORED IN AN ORDERLY FASMK7r1 BEFORE COMMENCING WORK.THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. Al truth shall be 'shaped' as shown on arahltectural cross sections. D.ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED AN IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Bax 1675 phos:1631]433-M OBTAIN ALL REWIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boon number and shall be manufactured by a registered manufacturer. SoluliNi NewYoh 11971 Pkl:shn65REoptofielat AND PAY ALL FES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD.NEW YORK,AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM FEAT. 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCrTON OF ANY PART OF THE WORK 5. Erect and brace trusses In accordance to truss plate institute recommendations. E ALL FLAMMABLE MATERIALS 70 BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. rdromaes ue.imnenvov.xnbaana,ue SHALL BE INCLUDED AS F THEY WERE INDICATED IN THE DRAWINGS G. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 4• a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. G.ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES,AND OWNER. b. Plywood sheathing shall be continuous over two or more spore with grain of face plys across supports 5 corporation or equal. CONTRACTOR,AT ALL TIMES,TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS,OR ANY FLAMMABLE These drawings and apad6mtbns Including d THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED Ir1.as,design and aoperty f Kt.HL DESIGN Gd CONSTRUCTION AREAL THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7. AI NTIe shall be promm preservative treated (A PSF retention) SYP}2 or better. GAS TO BE USED WRING CONSTRUCTION. tSSOCI owe the property of KEHL DESIGbe N RE340VAL TASKS.THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY CAIAAGE DR INJURIES CAUSED BY ASSOCIATES.I.I.C.others part therm(econ connection OR DURING THE EXECUTION OF THE WORK. S. Dulgn values: 3. DUST CONTROL' eapleI any Work to othre Other used n mmecch B, a. Framing Lumber. OF (north)No.2 or better Nth any work r par dct thouthan far which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK,AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E 1,600,000 PSI A. DEBRIS, TORT AND DUST TO NT KEPT TO A MINIMUM CC CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they him bens prepared without written consent. PLUMBING,IEECTRICALS, ETC. Fir, 95 PST B.CONTRACTOR TO ISOLATE CONTRACTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR we 7. Fb-825 Psi C.HEAVY DROP CLOTHS. PLUMBING DEP WORK SHALL IL PERFORMED UI PERSONS LICENSED TI THEIR TRADES,WHO SIGN ARRANGE FOR AND OBTAIN THROUGH THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9, Design values: DEBRIS.DIRT,AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY T(1 AVOID IXCSSNE 8. a. Laminated Veneer Lumber(LVL): ACCUMULATION. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAINE o 1,800.000 PSI THROUGH TIE BURFAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS Fir='265 PSI 4. NOIqF AR MOLARS: 9. THE CONTRACTOR SHALL DO ALL MATTING,PATCHING.REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb-2600 PSI DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. ML MM A88 MTE&LI.C.NOTE A EXCEPT CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS:BATA TO BPM, MONDAY TO FRIDAY, 10 B.EXCEPT LEGAL HOLIDAYS ALL PIPING AND WIRING SWILL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY GIPPED OR PLUGGED. KEHL DESIGN ASSOCIATES U.C.AND THERE ASSOCIATED ENGINEER ARE NOT 04ERSEENNG THE CONSTRUCTION OF THIS BUILDING. CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTS TO WORK OTHER THAN REGULAR HOURS. it THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR. BUILDER,TRADESMAN OR WORKER SHALL INSTIGATE A HOLD ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR.VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING.WATER, OR ELECTRICAL SUMCES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED.AND WILL NOT CREATE DUST,DIRT, OR OTHER SUCH 12 CONSTRUCTION MEANS. METHODS,TECHNIQUES.SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEICHHBORS THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC.HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGUGENCE OF THE CONTRACTOR,SUBCONTRACTOR.TRADESMAN. OR WORKIAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES U.C. SHALL TAKE NO RESPONSIBILITY FOR THE PUN USER'S FAILURE TO CARRY OUT ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TMS PRIOR AND DURING THE COURSE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK.AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS.AND STARTUPS. D� NOM OF THEIR AGENCY BE RESPONSIBLE FOR THE SAFETY L THEIR EMPLOYEES AS WELL AS OTTERS AND N THE CARE OF THE 14 PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING.AND INIAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO.THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE.AN CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE UW,TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES,LLr_ HARMLESS FROM ANY CLAM, THE OCCUPATIONAL SAFETY AND HAZARD ACT FE OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK U A CONTRACTOR T E LINK NUILb: RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEYS FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS CONTRACTOR INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY LIN FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED.THE ARISING OR ALLEGEDLY HOSING OUT OF THE PROFESS04AL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY,OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION 6 UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE,HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES I.L.C. OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. QWTIC AND GEOGRAPHIC DESIGN CRITERIA GROUND ANTER KI SHOD ALL STRUCTURES 10 mFaRY WfrH THE 7020 R�ONTIAL COOS 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION SHOW D7 p T uHE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION 8301.2.1.2 PROTECTKN OF OPENNGS IN ACCORDANCE WITH CHAPTER 3,SECTION 8314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE LOAD S?Em m CATEGORY ►CATKnMa p 2 1161 TFAMIE DECAY TQM. PENT REQUIRED HAZARDS CATEGORY 23 lb./.H 130 m A C SE\AAE 3'-0' MODHRATE 1D XEAW SUW7 TO MODERATE III do" IFS tY64 qY6 C R301.21.2 PROTECTION OF OPENINGS. EXTERIOR GLALNO N BULDNCS LOCATED N NHD-BORNE DEBRIS REGIONS SHALL BE PROTECIED FROM WNDBORN E DERRM GLAZED NOTE: FIRE BLDD(ING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 OPENING PROTECTION FOR VINDBOERNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E199e AND RESIDENTIAL CODE OF NEW YORK STATE TARE R301.3-MINIMUM UNIFORMLY DIS1MMM LAVE LOADS ASTYE L18M AS MODIFIED N SECTION 301.2.1.21.GARAGE DOOR GAZED OPENING PROTECTION FOR WNMDRNE DEBRIS SHALL MEET (N PONDS PER SOLARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESSIINa STANDARD OR ANS/DASMA IRS NOM ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE DESIGN CRITERIA FCCCEPIIOND FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. FANCY OR USE LIVE FIRE-- INE DLSION 21 RESIDENTIAL OSE-AND TWO FAMILY DWELLINGS LOADS I.WOOD STRUCTURAL PANELS WITH A MINIMUM THX2OESS OF He INCH(1T-)AND A SPAN OF NOT MORE THAN 5 FEET(2435rnm) SHALL BE PERMITTED FOR OPENING PROTECTION.PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE:ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE USES(.)AND OCCUPANCY CLASSIFICATION(.) UNINHABITABLE ATTICS WITHOUT STORAGE° 10 METHOD CONTAININGBE SECURED MITH THE ATTACHH ATTACHMENT GLAZED OPENING.PANELS KATTACCHHMENT SHALL D AS BE DDEESIGNED To RESIST ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. uANHABTABLE AIMS WITH UNITED STORAGE°'g 20 COMPONENTS AND CLADDING LOADS;DETERMINED IN ACCORDANCE MTN EITHER TABLE R301.2(2)OR ASCI-7.WITH THE PERMANENT USE OCCUPANCY CORRISION�TANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BIILDNG.ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY IN ACCORDANCE WITH TABLE 830121.2 6 PERMITTED FOR BUILDINGS WITH A MEAD WOF HEIGHT OF 43 FEET(13,726mm)OR Ass EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. RESIDENTIAL R-3(SNG E FAMILY) HABITABLE AT=AND ATTR SERVED*71H FIXED STARS 30 WHERE WERE THE ULTIMATE DESIGN WIND SPFFD Vet 6 160 MPH(29Okp.)OR LESS. NAILING NOTES: TABLE R30121.2 WaC DEBRIS PROTECTION FASTENING SCEWLE IDI WOOD TYPE OF CO STRUCTION(CHAPTER 6) BALCONIES(DMERKR)AND DECKS (e) 40 I-ORNSTRUCIUAL PANELS Ab,od ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 RESIDENTIAL CODF OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENER SPDC IG(NOES) R301 DESIGN CRITERIA V B GUARDS AND HAHDRALSd me FASTENER TYPE PANEL SPAN 4 FEET<PMOL 6 FEET<PANEL 14 FEET SPAN 5 6 FEET SPAN 5 e FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, f INCLUDING DEAD LOADS, LIVE LOADS. ROOF LOADS, FLOOD LOADS.SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED HEIGHT AND FIRE AREA GUARD IN FLL GOPONENTS 5D° Na a Wood SNREWL- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE BASED ANCHOR WITH 2 is to a SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF HEWTR FRE AREA PASSENGER VEHICLE GARAGES° Bo° INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION, BUILDINGS AND STRUCTURES NO.to WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY NTH THE REQUIREMENTS OF THIS SECTION. ECT• HEIGHT.RWnNO ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR VAIN to 12 9 NLW THE VERTICAL DISTANCE FROM ORAN INCH EMBEDMENT LENGTH R301.1.1 ALTERNATE PROVISIONS PLANE TO THE AVFRACf HmaR HF UNUYrTED ARFJA sLEEPNc ROOTS 3D A NCH gAMETEA IJGSfREW- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE DECK ADDITION THE HGHFSf ROOF SURFACE AS PfR3 STORY TABLL 5082 a NMt1EDYEM LENGTH 16 IB Is FOR RITE t3'-G'ES PER CHAPTER 5 ff THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH r 20MMMNG CODE OF NEW YORK STAIRS 4o THESE STANDARDS.THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE STAR FOR St 1 Inch-20.4 mm,t Poor-304.6 min.1 pound 4.446 N.1 this Pr her-M447 We 1.AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCM) ANT N IADIS FOR 3: a This table M based on 180 mph dunate d-*And speed.V.and r 45-faot mean reef Might TOTAL XEK.M FROM RIDGE 70(FADE a'-1 1 POUND PER SQUARE FOOT-0.0479 lP°'1 SQUARE INCH'a4s mm!t POND-4.,a N. 2.ASI STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS(ASI-S230) RESIDENCE �- a.EIEYATED GARAGE FLOORS SHALL BE CAPABLE ON SUPPORTING A 2.00D-POUND LOAD 0.Fa.l.bw+Mm be In.tdl.d of oppo.Inq nd.of the Aw°d etruoWrd p.rwL APPLIED OVER A Ro-50uAEE-INCH ARM Factor".hall be located a mFfmun of 1 Inch Hrom the edq.of iM pan.4 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400) n Anahrb .wind pwwate through the ewLw+r.alt w,,*,g with an wrb.dnent length of 2 bwhee mErinum Into 8680 NORTH SEA DRIVE LUMBER SPECIES AND GRADE b.UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR 1EX14T the budding frowns.Fasteners.hal be located a mInIn1um of 2)b Inckas from the tape of concrete Nock or oowlaete. BETWEEN JOISTS AND RIMERS IS NOT MORE THAN 42 INCHES.OR WHERE TETE ORIENT,NEW YORK 11!57 ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF 4L Where poram Farrel are attached to a.anr m ry aea,ry.breao,Hwy what be attached hasInq vbrattas r�Iw.rl,anahw. NOTE:N.LCONCitETEBFIALLCOi�FORIITOTHESTANDARD8ABb�TFORTFING1APf6i4, ALL HOUSE FRAMING MATERIAL DDUGws FIR-LARCH R AND BETTER OACCOMODATIG AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH R OEAM TER NWEIIN THE PLANE OF THE TRUSSES.TTS LIVE LOAD NEED NOT BE ASSAYED havinga mHWrun ultimate withdrawal capacity of 1.300 paras `1WWAT0W0F7FE2=RESDE11i OODEOFNENYOWSTATE SCTM#1ODD-15.01-01 ALL ERR.DECK FRAYING MATERIAL CG NO PINE/t AND BETTER To ART CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. WIND 1111�- `Own AA INDIVIDUAL STAR CONCENTRATED LOAD ACTINO OVER AN AREA OF DISTRIBUTED 4 SQUARE INCHES,LOAD 2018 International Energy Conservation Code (IECC) FFMON"M DBM CRffM MIMMMM AS PO=RESCOM 000101 WHICHEVER PRODUCES THE GREATEST STRESSES OF NEW YON(STATE p-1 ��AT� d.A SHOE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY PONT ALONG THE TOP. SECTION R503 ALTERATIONS OENEFlAL NIXES ES AREAS ON SIRlICT1fE ..SEE SECTION R507.1 FOR DECKS ATrACED TO EXTERIOR WALLS. RSDati General NEW CRAWL SPACE NA L GUARD IN-FILL COMPONENTS(ALL THOSE EXCEPT THE HANDRAIL),BALUSTERS AND PANEL Alterations to any budding a structure shall aanply with the requirements of this section 0503 and the code of the new cmSbuclion.Nlefolion5 Shag PP IPTIYE ENEROt1DE$I(�II CIYTEFiA REpJ1RE)RB�1B AS IPryEYR�2020 B1 NEW FNtSHED BASEMENT NA PLIERS SHALL BE DESIGNED TO WITHSTAND A HORIZDHTALLY APPLIED NORMAL LOAD OF be such[hat the existing buRdng or slruclure is not less conforming to the provisions of This code thin the existing building or struclure was prior to CONSERVATION CONSiRUC"CODE OF NEW Y=STATE MW ECIMM),BAM NOTES: NE BASEMENT MA To ACTP�CONLN ANNA EQUAL OTI SQUAARRELobT.REW LOAD REQUIREMENTS. NOT DE ASSUMED the alteration Alterations to m existing bulding,building system a portion thereof shall Conform to the provisions of(his code as those provisions ON THE MEDii10N OF THE NIEINATI M BEMY CONSERVATION CODE AND EX.FRET FLOOR NA KQ TTAI6 ARE NI IGWIBrf ff K SRIQ AN ME IE Nm4m ff TIE I.UNI TABLE AIMS WITH STORAGE ARE THOSE INHERE THE CLEAR HEIGHT BETWEEN relates to new construction without requiring the moltered portions of the existing buddng or buRdng system to comply with this code.Alterations sholl ASHM W.1-MG DESBT I�E�DYL WERE BLL 15 AM HIM NWCB Ib ILL BE NEW FIRST FLOOR NA A ONO 611E LAX IOWACRS SHALL NEW ALL THE JOISTS AND RAKERS IS 42 INCHES OrR GEATER,OR WHERE THERE ARE TWO OR not create an unsafe a hazardous condilion or overload existing building systems. DOB1aK AO yD ESBFI If90R�lE Felt FRO RE IE EX.FINISHED BASEMEN NA MORE ADJACENT TRUSSES CATH WEB ODNFIGURA71OS CAPABLE OF ACCOMMODATING AN F6fwomit.am.OTY1�11T FO CWMSLLE TO MOM OR NA ASSUMED RECTANGLE 42 NOES IN WOR BY 24 INCHES IN WIDTH,OR MEATIER,WITHIN NOTE:TNE&MOFALL ULM WTERIALSANDMUM PATTE MICIFALLANTEAUU.3 THE PLANE(1F THE TRW .IIF1hTH1 BL1•mBDa wADhrar.R,l lE am a01 OYEIra IOf NEW eALCONY MA EXCEPTIONS:The following alts ations need not comply with the requirements la nen conslruclion,provided that the energy use of he building is not TO BE NACOOFDANCE WITH TABLE FIBOZ$(1)FABTENNO SCHEDLLEOFTFE 20N REBDElRIAL .(� TADaaBaQAs-7'III RAIL LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORROS OF THE JOISTS OR TRUSS, Cr ATTIC HOU a Nk BOTTOM CHORDS WHERE ALL OF THE FOLLOWING COLMTIONS ARE METH increased CODEOF NEWYORK _J ° I.Storm windows installed over existing fenestration. A VAGI N� ATTIO 1.THE ATTIC AREA 6 ACCE59lHlE FROM AN OPENING WHERE NOT LESS THAN 20 LACHES N WIDTH G NEW GARAGE ADDITION NA BY JO NOES N LENGTH THAT 6 LOCATED METE 7/E CLEAR HEIGHT IN THE DTIC I6 2 SuHDCed applied 1N1daN intra installed an ae15(ng sage pane aneslra6on __ -_ ,,. __„ QE N0: NA NOT LESS THAN 30 INCHES 2018 International Energy Conservation Code (IECC) -� ------- ------- '-�. ©CFLOR PAIRS A D IL ELEV SICN TIONS A 0AI UM AM(GAR OEX,IBONUS ROOM assembfes reducing sola heat gain,prodded that me code does not ti E[^-� ��=t, I� J,' l�^ `-�`, ALL R0(R P11N5 AND E1EVAlEN6 ATE FROEL'IED '-. ` W N 2THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHOWS ARE NOT GREATER THAN require the Ialin a fenestration to her aced. �A' '� T n ` ' S�5 VW FWA WRIGHT UK I'1 �K�i�7' f' SCREENED PORCHES NA 2 WOES VERTICAL To 12 UNITS HORIZONTAL q 9 9 SECTION R502 ADDITIONS ; ' N� `;.. 1.... `.•� - 1 , I SDK SUNROOM MA 1 REQUIRED INSULATION DEPTH IS LESS THAN THE ST OR THE TRUSS BOTTOM CHORD 3.(listing cedng,wal a Door covilies exposed during construction.prodded L J ---. --�.-�--+u 1 PLAI5 YAY NOT BE IEPTt00.�INSULATION ,A Ex DECK TO ff fETMOVED WW MA MEMBER DEPTH. compliance t Mj �(TIFN Wf1♦ AMN EX. ECK 3to 2 that these cavities are Idled with insulation R502.1.1 Prescrotive cora liance Additions shall {IEIL..Od!/L �IVAS uo(SDHs HE THE SOLE COVERED NEW GEIX MA THE REMAINING POITKNS a THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE 4.Construction where the existing roof,wall or Boa cavity is not exposed p .I AT}L aF9D1 ASSODATE$I.I.C. `� r^' z DESIGNED FOR A UNIFORMLY DSTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS ComplyWith Sections R502.1.1 through R502.1.1.4 u COVERED FRONT ENTRANCE NA THAN 10 POUNDS PER SOUARE FOOT. S.Roof recovered g THE PoOIT TO BUND ONLY ONE SIRUC1UfE fR01 covwm ENTRANCE HA 6,Air barriers sinal not be required and root replacement ---- --------- J U I tl 202 TX 5 U� T TO�� I i:' �` G1 P HOUSE CABANA NA h.CA21NC I15FD IN HA A. ASS7�AND GUARDS S4ALL BE DESIGNED WITH A 9 °9 PRDOE•OF PUMASE. f� t ��C• SAFETY FACTOR Or 4.THE SAFETY FACTOR SHALL BE APPLIED TO EACH O'THE where the dtcatons a renowtions to the bmillin do not include cC1n ACISSOTY sTP1CTIIRE NA CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL.AND TO THE LOAD ON THE q SEE PAGE A•301 FOR THE PROJECTS TO COfdPLY MTH Amgtonce d flee doings doe not alba®1W rig4i to buidrJ J l"�� N-FILL COPONEHM THESE LOADS SIMI BE DETERMINED INDEPENDENT OF ONE elections,rmovalions or repairs to the remainder of the budding envelope. gORsrSIg ager7a, CBnET DeD ANOTHER.AND LOADS ARE ASSUMED NO TD OCCIUR VAIN ANY OTHER LIVE LOAD. CHAPTER 4 R:,DENTIAL ENERGY EFFICIENCY,AS PER THE the adbai�im d bad such aR Ma L (a)WITHOUT SrOALUX -- of Hdlh Serist,Tan wog DlpabmMHdn,DEC.(EIA rte (b)WITH STORAGE PRESCRIPTIVL DESIGN CRITERIA REQUIREMENTS OF THE Sats;I;do TGtsrn Vaiyd aR6liaa,rode;and repliWIlmt3 rAh ad agarum pia is 2018INTERNADONAL ENERGY CONSERVATION CODE(IECC) BL/❑fr: 'i '.IS'CuS CM*UCtNL r a,:r'• SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION DEA D�a� ,��s�SSix15 MTS 2 0 L T S 2 0 PRO IOE(I)HOAIO L ON Q EA51DffR5 W + '' LOAD SEE OF CENNO JDST (tom LATERAL Lw IN ..FDIR D ON SIDE OF RAFTER MODEL CA UPari UPLIFT (,2121/LBO) CODE IN MBS I f N0. ro .1 (',s REF. Wi01Ru6 �_ ,Russ/�"iEs soros '' p21]J1 NOTE:REFER TO 5INPSON WOOD CONSTRUCTION -3�' 4uvSOx HT -ed 2-eb B-Be 299, 9]o sm 4ao — — 5.« CONNECTORS MANUAL FOR ALL FOOT NOTES AND TAKE-w wASHEft ,b, KEHLDESIGN ASSOCIATES, uc PROPER INSTALLATION PROCEDURES reSe°n8d 6 mmmeNtl d6wT.cers,Ifma H6 16 8-88 1-Bd ]9821 91S 950 850 5,« DNENsoxs TENERs xLow.eLE unlit Loos(,.) __UG uPUFT LOADS D].T) Tw .RT}slz PO.Box 1675 MODEL cA (T°*AL1 AVC IEINDFTn or eai w w000 uE1Lew LExc,H a ear w wood MENDER CODE d NU / $Elfdd NewYDk 11971 E-MDi:SsbMS4Bop64n66ne fie Na ULT. [FTA' LRA REP. end ! oTx AN L orr ou 1r 2• zl- ]• ]j• Ir r xr ]• 0.r non ° SP4ITA 21' 1 ]a,16_, — 1205 I40o %«.as SniOiD [eNOn'p�Av bras llG. oACAi Jo1vA lLt W -LARCH/E.PI1iC FAs,ENERs' A—Us LPUFT LOADS These drawings and specifications Including the 1 ideas,design and arrangements represented M�pOO[L 1pp i 1f ULT. 108 100. LFTA L S T A21 therein,arc the properly of KEHL DESIGN D21J/leo) 021]) (leo) ASSOCIATES,LLC.No part thereof shall be SI pson Strong-Tie cop led,disclosed to others or used in connection urs1B 1e .-1m 14-100 I Ir 211,6 loaa 1Daa ].411 ue HGAIO with any work or project other than for which urs20 20 1—— 4-100.,d' 3116 I.E. e{0 0 ),41.1x6 ARTt' DETAIL, "K" they nave been prepared without written consent. Lsrzo 20 1z-1oe ,3-10°.,)- 2]e] 775 >za 7xo ].a aw- STU �'- roLInER M T DETAIL "E" TYPE OF DIREC1tOx su Fq" F //'SIMPSON E NCH coDE specified eduaL mna isber o n TAKE-UP WASHER MODEL CCNNEC-OF LOAD ALLOwAe 0 s REF. ° TIOR RooR RooF (u]/ each end ro z5 16o Simpson Strong-Tie C 515 all 67o I CS16 AR Ta'x12 L7P{ 5 515 s45 670 6,39,97 DETAIL "H" 515 849 670 .AIF. OIUEN5bx5 PASTENFS ALLOWABLE TENSION LOAOS'(Dr/5P)(,JS) HODOwN aDOwN ART �41x MN DEL M A09NE ANT AAT NICHES AT IONS N EpE LEND 6 BOLT 7A }ONAG.T REF. O. BASE BOBY p1A�NPR TY ULT. IN VERTICAL YAOD MENBQt LLOwABIE LOAD 0° OA OA NB° 58 H B E CL tt OA OE4W vmEu RusED OFF y Y zf ]• ]1• sr AD, HD2A I6 12 4• IN' 2r B' xr r Id• r 3 7 I t O 1555 2055 2565 2775 2775 2760 0.058 0.077 T.4],B2 MODEL DIMENSIONS rASTDIERS T OND u0. s"d —UL° RETE 31}' 1r -100 111-— 91) AS BBS 7,I,rz7 - MODEL DIMENSIONS FASTENERS I TAL)ALLOWABLE TENSION LOADS CODE 0.A L MLS IE (]]) (,e°) REr. WORK . 150 xl 20 9OS 1x05 1295 7.40.90 NOBEL S IASTENER$[TOTAL)ALLOWABLE TENSON LOADS CODE No (121]) (160) EE' Simpson Strong-Tie STU �'- NSTQ4 x{ w 5 1370 I6{O LUS46 SIMPSON Nooa lo�''L E STONERS ALLaw TEN5ON9OA c WE TAKE-UP WASHER NO (LEL END GA ET IEHGTx (iaTAt) (ICOiABLE(1,U/,6O)'S N HD2A OF ROLL ARO NOTE ALL HANGERS TO BE USED ON THIS PROJECT 'a^SY^^^9'TM CS16 - 16 GEAR sPAN 131• 29-ee 12]5 te50 N 21W ARE TD BE TBP MOUNTED UNLESS OTHERWISE u xSONB FASTFNDRs 7 0.0 so NOTED.FAILURE TO COMPLY WITH ALL NOTES IAIDMOEI DN -m m "n A ON THIS PLAN Wt THOUT WRITTEN AUTHORIZATION HEADERS AVC UPLFT FLOOR 100"S 115 ROOF 135 C06BE BY A LICENSE PROFESSIONAL ENGINEER,PLACES DETAIL. "F" °'° x R ,00 'ad '�srs ULT.(1.),GO) I. tea 160. e0 IL UABUTIES ON THE CONTRACTOR. LU546 IB 4r 2 4-160 .-168 EIb 1140 MBO—,0.00 LIE —,2E .40.137 DETAIL "I" cNw- COUPLER NUT ,N O-z 14 3r 911' 2 _ e 6°76 1755 2105—IBE 1900—2065 17.18 ART�41z STU 5_ a MODEL FASTEMERS UPLIFTIOQW ANDLIn1ET LATERAL CODE SIMPSON T O]21/lao> REF. TAKE-UP WASHER G TO RAFTERS To PU,ES TO Siws (,>J) (180) f : 160 HCAIDKT {-SOSYNIr a-s05I'I]• 152] 0.]5 {]5 1185 90.0 LIFEAK D4NUP SP4 Ivo B°1ALLS IPu ME,Or I'= CNTI- 4 rola.�R COUPLER Nur SP4 J m Nu.s `IO wvu"� swP�E., ANCHOR BOLTS NEW ].aTLus ilaw,Ess MTS16 LSTA21 SIMPSON �^ MTS16 TAKE-LIP WASHER etl,µrow HD2A Strong-Tie IMo;R�9 LSTA21 HUS210-2 DECK ADDITION e_ FOR THE ANTONIADIS HIES RESIDENCE B!MIL 5<rOw4-TM'P:RS DETAIL. "A" 3630 NORTH SEA DRIVE H7EEIGHTR m DETAIL "D" DETAIL "G" DETAIL "J" ORIENT,NEW YORK 11957 SIDE) S.p Svm 11, 17 LFTA Simpson Strong-Tie LFTA RDD SYSTEM DETAIL "L" SCTM#1000-15-01-01 LFTA Ridge Strapping 1 DP LSTA30 SIMPSON WINDLOAD CHARTS&CALCULATIONS /STRONG-TIE DETAILS /ROOF DRAINAGE CALCULATIONS AND LTP4 PLUMBING RISER DIAGRAM I •• LTP4 LTP4 DETAIL "C" K D DEE OND ARE ITE PROPERTY O N[ Simpson Strong-Tie ppqqppG(iTETT ) se DN FIO.DiRNRLfNRNLLBC f 0)TEDlrO TII['fltlEs]• ¢ W.CSPONS F R FLL 1ITT 011 LTP4 DETAIL"B" Floor-to-Floor Connections Ridge Strapping `` rtilaDo SDN Ax6ESDIE N u�rfpe �s�DPONDDUISNOTT Simpson Strong Detail {(�� ��l? �` �T AC D��A'IDbR A441 PLAN UPON Ep14N6 NOT Floor-to-Floor Connectionst' gl I � DN.M 5 2023 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY ECT N . EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. I =L,I I A-2023 NO SUBSTITUTIONS JUN - 5 2023 '-� All Framing hardware shown on these plans, e�L: nT,j- EGiLEO unless otherwise indicated, is Simpson Strong-Tie. RMI DESIGN CRITERIA AS PER THE 7070 RESIDENTIAL CODES OF NEW YORK STATE No substitutions are approved or authorized. fol 16q AA /�Hqq M . Due to the rely tionships of framing hardware to R301.1 APPLICATION BUILDINGS AND STRUCTURES,AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS.LIVE LOADS,ROOF LOADS,FLOOD LOADS,SNOW LOADS,WIND � xJI\J+.'4LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF ME BVILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A the other components of the structure, any Framing COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION.BUILDINGS AND STRUCTURES Southold Town , G2 hardware substitutions will render these plans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. ` ��`;J��r. null and void, and will result in the installer/contractor Board ofTrustoes '�--' assuming responsibility For the design and 8301.1.1 ALTERNATE PROVISIONS '- performance of the entire system. AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE UMITATIONS OF THE THIS CODE AND THE UMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS V USED IN CONJUNCTION WITH THESE STANDARDS,THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 1)AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCM) 2)AISI STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS(AIS-S230) m%@DNDffiIN•A400ATE9,w 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400) NEW 34' DECK ADDITIONFi KEHLDESIGN ASSOCIATES uc wua,rdai.awnnw.aaamtrl° lidea 34'-0" 2'-0" PO.Balus plane:(6111437-9084 RSon.Id: sateld Nawyalk 11971 Md&~ftM Bohan An,S-0' _ Beb.Final and, 3'-0 7" " 2Y" ' 0" N . -9 -9= —&'-9 '-9=---6'-9 aA.,,��„,M� II Sm.fub. 14 lube 11 Saa Ink cel Bu1Wn K 3'-0• B.Ilan Nn 5-0' Bellan 3'-0' _I N Bd..rm o-. edw FM DFud D. �'r N OWNERSHIP M N , ----------- ---------- --------- ------ — ------------------------------------- z �— --------------- O - - (3)11®ACO Girds - - (31dT8 AW Cad, _ _ (JJIAB AW Grde (1)7AB ACE Code _ [dst'nq tarda ___ _ Easl;ng 6mn __ _ [vsfng Grdn These drawings and specifications including the ideas,design and arrangements represented —� - ASSOCIATES,LLC.NO part thereof Shall be F I a(tpx10 ACQ a(2)7x10 ACD a(2)7x10 A@ a(2]ZDD aC0 I therein, the property of KEHL DESIGN 66r Crdn GWde tarda Q I 73 o 34.4 b t; 14'-0" 28'-0" copied, any disclosed oraother.or project other than fornnhichn e lhe'y ha.e been prepared without written consent. Y o N NEW DECK® NEW DECK NEW DECK NEW DECK NEW DECK==' EX.Deck EX.Deck EX,Dedk EX.Deck EX.Dec[ EX.Deck k.7 I 1A'Sma Tulle Ir Sma Tubo P2 II'Sao iu6e $ 6 I I N W o ^ u'Ton.T.be Li BdlOn Ort -DB.tl.m uh S-0' Belton Yn S-T Bdtsn Inn Y-v -9 ' g ' 9" 11 911 Baa.Fhd 0me 0 Btlw Fnd Gmk L BAtnd Feer 0 Bdw Fm.l pods �� � � � 71 (7)7ACd , (1)29 AW 6 d, 3)D8 Ac0 GW EuslhqLosing Gideoo ra(2)WDAro a(:)slmACO a(2)2110 Aa a(2)m0 Aa �//O Y�-—- c�l/�-I I Cue, Cida Crd- Gda ( ----------------------------------------- I r------------------- r--------------- ----� I.. 9.. 9.. 9" 9,r 911 911 h bB FJ 012'a I EX.Deck EX.Deck EX,Dec[ EX.Deck EX,Deck EX.Dec[ o I I I I ^ a �� s a I Eo t 19 tarda F M o G do Eds1y Grda �' I I In I --------------- 3' 9., 911 _9e = o I I EL bit FJ 0 12'oc I ————————————— EX Dedc EX.Deck EX.Deck ff���66_ _ �I{ ---------U I I n D�I L_________— I IWUNK N o.F,eGng Grde _ FasMq GMn - . I I i cml I I I I 13'-4" 28'-0" I I I I I EX.Deck EX.Deck EX.Deck EX.Deck I I I I I I I I I b I I I I L— ------------------ ---------- I I I I I I I L ----� I I I I I I a E.bB FJ 012'm I I Ex 24 FJ 016•x I I 12.811D12'as I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I 1 1 I I I Fz 141 FJ 016'0. I I I 1 I L__—_J I I EX GARAGE I I I I I I NEW FOUNDATION PLAN I I i DECK ADDITION SCALE:Ye°=1'-0° i I FOR THE ® EXISTING DECKANTONIADIS I I K Trex Decking or Equal NEW DECRESIDENCE Galy Carriage Bolts 3630 NORTH SEA DRIVE (308 ACQ or (2010 ACQ Girder New 2x6 ACQ FJ @ 16 oc. ORIENT,NEW YORK 11957 Simpson 4x4 Post Anchor SCTM#1000-15-01-01 21°x12" Anchor Bolt D E 11 '+i DRAWING TITLE: P EXISTING/NEW (� FOUNDATION PLAN 14" Sona Tube JUN - 5 2023 NOTES: ARE Ad PISIRWEKI OF 0E SEANCE AND AAE THE IFOR N OF IRE Bottom Min. 3'-O" DESIM ESITESS MAL IMDg SEAL IS AJMD'0110.NRONCEN0117 WILL H Below Final Grade PNos<a nn FSTExrtNDF DEEBE saunease¢FStAULmmm?Ali TIE Southold 10i:'rl 00.1 aNAL Aswu Ir.._...a aus�Dll DUE ra I.a N GN DECK CROSS SECTION nDFal TBAO DNS BASED UPON auY[NR NOI Board Of I EU 2eS ,C Aa"O'm'. AS LICIM , RUQ J- (,(I.. SCALE: °=1'-D' G,1 �aecT ops 2.23 I/v j 2023 M COED R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE ©COPYRIGHT 2023 KEFIL DE9CN ASSOCIAICS,I.I.C.A R301.1 APPLICATION BUILDINGS AND STRUCTURES,AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS,LIVE LOADS,ROOF LOADS,FLOOD LOADS,SNOW LOADS,WIND PROTECTED LWOER fIDERAL COPYPopir fAW.FLAN$N tPROUJCE d _�' B R: D _ ra. LOADS AND SEISMIC LOADS AS PRESCRIBED UI THIS CODE.THE CONSTRUCTION LO THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A WRITTEN AUTHORIZATION.ALL PIANS AND DESIGNS ARE E PR COMPLETE LOA O PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION.BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL IS LICENSED LLC.THE RICHT TO DUILD CNLY Ofd FRO ESE° J 4 101 PLANS IS LICENSED IXCLU9YELY TO THE BUYER,WITH WRITTEN PROOF OF R307.1.1 ALTERNATE PRO SIGNS ` 1 4S AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS,THE DESIGN SHALL COMPLY MTH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these dranugs does not athorae the right la 1)AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCM) of local governing agencies,such os SuffDlk Canty Dept of Health Series,io.n Bull 2)AISI STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS(AISI-5230) Departments,DEC,FEMA,etc. Verify all cmdilions,codes,and reguiremenls�Rh such 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOC STRUCTURES(ICC400) agencies prior to construction. KERDESIGN ASSOCIATES,uc Iwuseski.caowwosmi oemon.consul pabalvis OM.16311411-9W SCIIIIIII(KNUNT(II:1191 E4*&Aso**Gm NEW W DECK ADDITION MI These drawings and specifications including the idea,,design and arrangements represented therein are The property of KEHL DESIGN 76'-0" ASSOCI�TES,I.L.C.No part thereof shall be copied, a disclosed to others or used in conection with any work or project other than for which 4 1-011 they h.—been prepared Without written..n.—t. REV: Z 0 I= C3 0XISTI NEW DECK NEW DECK 61 Z1.Rini-( 11 O ZI WORK NUILb: EXISTING MASTER BEDROOM 8'MG Uisfrg Door EX.LIVING ROOM oe EXISTING EX DINING ROOM MASTER CATHEDRAL C9M BEDROOM BATH N7 EX -ROJECT: LAUNDRY NEW ------ DECK ADDITION EX.KITCHEN CM11M CITING FOR THE HALL EX.GARAGE ANTONIADIS RESIDENCE 3630 NORTH SEA DIVE FIRST FLOOR PLAN ORIENT,NEWYORK 1R 1957 EXISTING DECK SCTM#1000-15-01-01 DRAWING TITLE: NEW DECK E E V F NEW DECK PLAN N E L k JUN 5 2023 ENI ITT ARE IK PRTPERTY OF EINE 10 XGN IS will.B 10 TENT ;C (ITS SWIL VERITY AM To MO DIPINS LE FOR FI fit TIC L: __ PCs No On SSON TO 11=0 OR °P nao a CR IIAZ MUENTS NOT Southold Town AS P1 OMN K Board of Trustees LA I; sl CH 2O2S I. -2023 0 Will- 051 K R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE (1)COPYRIGHT 2023 KEHL DESIGN ASSOCIATES,LLC.ALL FLOOR BANS -/ ) - PROTECTED UNDER FEDERAL COPYRDir LAW.PLANS MAY NOT I ...... R.301.1 APPLICATION BUILDINGS AND STRUCTURES,AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS,LIVE LOADS,ROOF LOADS.FLOOD LOADS,SNOW LOADS,WIND =�..IEDII.l LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE.THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A WRITTEN AUTHORIZATION.ALL PLANS AND DESIGNS ARE THE SX[PROPERTY OF Al 02 COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION.BUILDINGS AND STRUCTURES KEHL DESIGN ASSOCIATES,LLC,THE RIGHT TO BUILD ONLY A SIRUCTIARE FROM THESE CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PLANS IS LICENSED EXCLUSVELY TO THE BUM,WITH WRITTEN PROOF OF PURCHASE. R3E)1.1'1ALTERNATE PROV`SIGNS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS . USED IN CONJUNCTION WITH THESE STANDARDS,THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acc9lonce of these drosings does not authorize the right to buid without The outhorizatkin of local governing agencies,such as Suffolk County Dept.of Hadth Services Town Building 1)AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCM) Departments,DEC.FEMA etc. Verify TIT conditions,codes and requirements with such su KID11,1ABSIGN-ASSOCM 2)AISI STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS(AISI-5230) DgMC.ITS PliOr to construction. 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400)