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TOWN OF SOUT OLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALLBoard of Health SOUTHOLD,NY 11971 =4 sets of Building Plans TEL:(631)765-1802 / "' Planning Board approval--. FAX:(631)765-950215 South oldTown.NorthFork. et PERMIT NO. Check Septic Form__.._ _ N.Y.&D.B.C. Trustees _ C.O.Application -. @v" Flood Permit Examined 20 Single&Separate pp Storm-Water Assessment Form —may dP,li Contact: i Approved ... ._ 20 Mail to� Disapproved a/c_ _.... _ ..... Pit Expiration 20_ ,m. r ilcfli < alsiaec r APPLICATION FOR BUILDING P T DIS ,1"PROVAL Date '20- INSTRUCTIONS 20INSTRUCTIONS l"itis appl ication MUST be cornpleteN 1`iled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pians tcc-,cr,ate plat plan to scale.Fee according to schedule, b.PNoi pda.n:Absolving location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. C.The work covered by this application may not be commenced before issuance of Building Permit. vl.Lpan approval of thisapplication,the Building tnsrpector will issue a Building Permit to the.applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building,shall be occupied or used in whole or inpart for any purpose what so ever until the Building Inspector saes a CertifiCate Of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 moriths after the date of �ssuance or has not been completed within IS months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector ntay authorize,in writing,the extension of'the permit for ail addiftn six months.'Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant,to tile. Budding Zone Ordinance of the Town of Southold,Suffolk County,New York,and Bather applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or de¢noiition ter n iescribed.The applicant agrees to comply with all applicable laws,ordinances,building code,he air cod , r e is, and loadmit authorized inspectors on premises and in building for necessary inspections. f ur,of appl i cant or name,if a corporation) i, aaitag address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder w ry C ....... ....... ........ Name of owner of premises (As on lite tax roll orlatest deed) If applicant is a corporation,signature of duly authorized officer ......_ .. ....... (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License - 1. � d on whichpsed v.oty willbenne: Iu�c�e Street Hamlet y a ° ,r r �rsr xr a6°� County Tax.Map No. 1000 Section Blt � Lots Subdivision Filed Map Nn. -1rrt__ _. a. Existing use andoccupancyups intended use and occupancy of proposed construction: 2. State existing use and occuoccupancy' prett�ise and i� � � � �... b. Intended use and occupancy _1 3. Nature of work(check which applicable):New Building AdditionAlteration Repair emoval ;Demolition.._ Other Work (Description) 4. Estimated Cost 00 Fee (To be paid on filing this application) S. If dwelling,number of dwelling units___J_Number of dwelling units on each floor If garage, number of cars fi Vit. ' 6. If business,conic aiercial or riiixed occupancy,specify nature and extent of each type of use. 7, Dimensions of ekistirig structures,if any:Front Rcr.r° Depth Height Number of Stories. Dimensions of same structure With'alterations or additions: Front Rear Depth Heigl"it Number of Stories 8. Dimensions of entire new construcftri Front Rear t o, � Height Number of Stories l) ", 9. Size of lot;Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,'ordinance or regulation?YES—NO� 13.Will lot be re-graded?YES_____NO—Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Addresses Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. �15 4.Is this property within 100 feet of tidal wetland or a freshwater�wetiand`? �YE�' NO 1F YES,S0UTHOED TOWN TRUSTEES D.E.C.PE YIS M��Y EE I�EQL RFD. b.Is this property within 300 feetof a tidal':wetland",�'�YES1109 *IF YES,D.E.C.PERMITS MAY HE REQU D 16.Provide survey,to scale,with:accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. r . I&Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY, STATE OF NEW YORK) SS: COUNTYCL OF } Ji��emg duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sw rn to before me th'ks day of b ✓ 1 20� J ED.BUNCH U H Notary•Public Notary Pubft„;8tateof Now York Vof—Apiant � ..... ......._. No: 1 1 Qualffled h Suffolk County Cormmrssm on MqSma Aprll 141 �`� NEW-YORKI TAL CONSERVATION- Division V l -Division of Environmental Permits.Region 1 D D SUNY z Stony Broom,50 Circie Road,Stony Brook,NY 11790 P:(631)444-0365 9 F:(6:31) -0360 R, ��� ro,;M1du"ddec.rBy.goy Wo Ay — 9 PIRIIT MODIFICATION S0LTT'ff()LD March 7, 2016 r t 'l 77 7 71, ;mow Mr. Christopher J. Ariens 106 West 116th St., 11 B a' New York, NY 10026 MAY Re: DEC Permit# 1-4738-00473/00006 Ariens Property j"3W 455 MacDonald Crossing �ft�° '° Laurel, NY 11948 Dear e ittee: Your recent request to modify the referenced permit has been reviewed pursuant to 6NYCRR, Part 621. It has been determined that the proposed ifi tions will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit amended to authorize: Install sanitary system ells. Reconfigure driveway, decks, and stairs. All work roust be done in strict accordance with the attached plans prepared by Charles W. Southardlast revise January 20, 2016 and stamped Approved" on March 7, 2016. All other terms and conditions remain as writtenin the original permit— truly yours, A001 George a rth Permit d inistrtor sla cc: Charles W. Southard, Jr. — BOH TW file NEW YDAK Depwaa"tment of onccr on,*oar TO SnvirortlmeT4ta.l conscrVation PERMIT t o Environmental Conservation ) Under�. ..__ e.._.... _ ..... Permittee and Facility Information �. Permit ss a o: Facility: CHRISTOPHER J ARIENS ARIENS PROPERT,Y 106 W 116 ST 11 E 455 MACDONALD CROS,SINGISCTM 1000- 145-4-17 NEW YORK, NY 1 0026 LAUREL,NY 11948 Facility plication Contact: CHARLES S'W SOUTHARD, J 435 BAY HOME ROAD 1UTHOLD,NY 11971 (631) 71-5228 Facility Location: i ST L SUFFOLK Facility%Principal Reference of T - : 706.393 - : 4536.852 d73".,L. , zt d72'32'51,4'q Awliorizeo Activity: e ovee estg we]1yg oage. C.oj'istrac'tnewd rjellin o pils, attached garage,walkways, stairs arid deck. .A11 work must e one strict accordance with the attached plans stainped'°NYSDEC Approved" on October 3,C), 2015 Permit Authori ad6 Tidal Wetlands -Under Article 25 Permit'ID 1-4738-00473/00006 Neva,.PeM11t EffectiveDate. 10/30/2015 , E pir t a Dat : 10/30/2- 020 ,. w „oao,. l a,.�.l NrcG..➢h,dr, z"' l✓d r + =77 777 777777777, "/ y I acceptance oI,illis� errnt ml 'ertii� eee ' �t at1� g ,penr�lsot enl00s 1 m' rr ,, "n ' �� ,. ..5 ✓! jr „ir r�9"w r e alatan I ions. yea h, yit t1� r° t � atl plca, l,e, Il co dad enc ud� d l , it,ol i ns N��rl�^ 1 i �i �j Irl i0 ! ✓ i w dd Pcrrrii �adrrzi ist ata CE(7R0 fir'I lI 1 y I , Lyep gty sl eg�dnal l na t drn.nstrator Address: NYSVEC Region ion 1 1 ea' quaa" is SLfNY @ atony Brooks 50 Circle Rd. Stony Brook,NY 11790 ®3409 Authorized Si a re: — _. _.. .. �.... .. ate Page 1 of 6 .......�_._....��.. Distribution List ..W._. ....... CHARLES W SOUTHARD, JR Habitat- TW SHERRIL AICHER Permit one is NATURAL RESOURCE PERMFI" C NDITIONS GENERAL CDITIONS,APPLY TO ALL AUTHORIZED PERMITS OTIFICA:FION OF OTHER PERMITTEEOBLIGATIONS NA, -Apply to the Followu,ig Permits: TIDAL NVETLANDS ✓ 1 Notice of Commencement At least 48 hours prior to commencement of the project,the penn,ltti e and 'Contractor shall sign and return the top portion of the enclosed notification form certifying that they e fully aware of and understand all terms; and conditions of this permit. Within 30 days of cojrpletl,r r1 of pr jetat; the bottom portion ofthe�,fbnn must also lie signed and returned, along>witlr photographs c the completed work 2. Conf6i'mance With Plans All activities aul�rori ed by this permit must be in strict 68nfozmance with' fl�re approved plans sub i ed y e a plicanf'or applicant's agent as pant of the permit application, Sueh,approved plans were prepared by Charles W. Southard last revised Jul�i 10, 2015 and stamped "NYSDEC Approved" on October 30, 2015. Ti3. dal Wetland Covenant The permittee shall incorporateattached similar eparbent where dhep Ject Covenant eeodteaid ale °tt wry e���1er �of�� ���� 0� �Gount ��vrtlin�✓30 dys�ofhe��effectrve�date�o,I this er�t������T"brsr�dq' ed „� �,ll i, ✓�ry ,,Laa ,< � I �,���i'oma ✓�e�ti d 4/ �' qlI/R„ ✓ � � �✓ '� rt d�;i,. d ref ae 1 oo eir 1�� t . sire J e .. t✓ ✓ s � . J ��"' „,.'. o,, ,:✓ ✓ ���✓ �r✓F'N'%�:; �1��'`C6 411✓"ru� ,,, ,, -,. ✓ar �; r auw,!�c ��Frrrt/i4�y� �,� ✓ �" ✓ �,�F�✓�� ' �Cibr'r�s ed to?ts. e�rt, ball e spartte d crib >0 y f t .,-i .>e i./J.. a��i ,✓ ,i 1. n ✓l ;,,. r � ,� ✓r�..,7 4 i i 7.: wa ,r ,r,,�. ✓. r ,.,:. i ✓F „/ ,,.. i✓ ��n/ ✓ i ✓ ✓,. ,,,r,,,IP ,.✓ �i , �,�ri�„�ro�l,„w„ �a� ,�✓✓li ,r�, fir � ,%/l✓� ✓✓, ,�,I ✓ .� ,,� ti! � ✓.,✓,; „, <„o„_ar✓ �m�,lv.. ✓ �� ,. ��,,,, ✓,✓i�. . �'� .h. '' ✓�i��✓`.�fi✓r ,✓dt � y�✓..%✓ a ✓✓„ ;,,,.�.. �✓ �. r r � "r � l- ✓ p - �& // 1/ r� ✓ ✓iz ✓ „ Ca� `t yy .7L� ,u,U ,Ir ✓ r1, ,, 1�., vw Ar r..)9,✓ �. ✓. �...2� �., �.,� ✓...� l ,.✓-.// /.., 1. ,. ,.. is ,:... / �, l �+ ...r, fI ✓ r .� a ,a i, C .i.,✓,l kr✓,�I,., ��., � ,✓. �, ✓. 1...,.✓� ✓�/ / ✓r, .�.,✓/ !✓ 1✓/✓ ✓�. // i.,.,., ✓ ✓ ,.. ✓✓,! ..,.G /l fir... � ✓ ✓ ,�; ✓; .r, i' yo ✓6✓ ✓,, l, ✓rr ,. ���f IGIr, r f ✓p ✓/ r ✓ e ✓ rix ,r.1;,i���77��/� ��✓�'ry� �, / ��1 ✓i ,,,�r�,,,, ✓� ✓ a.� /Jl ✓�✓ � ✓✓, iaiu✓ ,,,,,�,,, ✓), r � t � ,i,,, 'Lfl„ � iro�Ir f M I%'�/ .M��?��✓;i w✓ °”: �✓1W�!%��� ,,% ✓�i Ti;✓ ✓/i a✓a tri .� z ,,,;: %'';. � ''� i,'° ✓ ��ww' 70�7"dl� �, b�tat� � r�✓ +% /r ✓ � �� r �� �,. ��” ',;. �� i �/✓f� l(✓� f i a � ✓ �f ✓ r�✓ ✓i✓, ��/����'7✓9l r 'D7 / � "✓ ✓�1 r �✓ ✓ � 1 � ”P�egron✓ eadq �aeis 6UN r150' i�`cl . ,.ro Ston , ro k„ "YJJ! --3409 Atter: Colianc�e 4. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. Page 2 of 6 S. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed cone r-Ile trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 6. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal.,No debris is pernntted in wetlands and/or protected buffer areas. 7. Storage of Equiprnent,Materials The storage of construction equip ule ht,apd materials shall be confined to the upland area landward of the bulkhead or on a barge. 8. Seeding Distu.rbedAreas All areas of soil disturbance resulting from the approved-Project shall be stabilized wi th.appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains m—active for more tha'n' ,48 hours or plantin-is i practical due to the season, then the area shall be stabilized with straw or hay ihulch or im jute matting until weather conditions favor germination. 9. EsfAblish Vegetated Buffer To protect the values of the tidal wetlands, a-permanent vegetatea, buffei-zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 15 linear feet landward of the bulkhead linear feet landward of the tidal wetland boundary. 10. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion controldewices-shall e Placed Atthe 1aridivard edge of the buffer area or 15 linear feet frqthe`tidal wetlandh6undary, oras per the NYSDk�-apprqved plan,prior to cormnencenient of4h`y regulated activ"Ifles and remain in place and in good, funcii6nal condition until the proiecficompleted and all disturbed areas are stabilized with vegetation. it. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of-75 linear feet landward of the tidal wetland boundary for ir=ediate on-site recharge. tom. Dr1V_ w ,iv d e- pons of y pervious inaterials. of 5, 4nd,'partir ireas shall ,��;�:E)ired'J,Runo way, J ff A T, o' dal)A tiffeir',Toads, drive ways,'4 711 V,row protected odffeiAf&§., tit A0 WIZ� i& A e 2 oP ..... "I t ............I a r r7z,,, Xpansi on or ny,a erati felk s em ep ng'C',g Ts ng nJ �sys e r o Page 3 of 6 15. State May Order Removal or Alteration of Work if future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this p relit,the structure::-, fill, excavation., or other rnodifkat:ion of the watercourse lrcreby ats.thorized shall not be completed, the owners, shall, withcM ul expense, to the State, and to such extent and in such ti,Me and inanner as the,Department of` Environ nental. Conservation may require, rernove all or any portion of the rrrncrmpleted structure or fill and restore to its former corrd.ition the navigable and flood capacity of the watercourse. No claim shall. be made against the State of Ne,,v York on account of any such rernoval or alteration.. 16. State May Require Site Restoration, If upon the expiration or revocation of this permit, the protect hereby°authorized has not been completed, the applicant shall, with,cut expense to the Stade, a:nd. to such extent and in such time and rnaanrer as the Department of Environmental Consen7ation mi ay lawfully require,remove all or any portion of the uncompleted structure,or fill and restore the site to its fdrrtrer`condiLion. No claim shall be made against the State of New Fork on account of ally such removal or alteration. 17. Precautions Against Contamination of Waters All necessary precautions shall be taken to prelude contamination of airy wekland or waterway by suspended solids, sediments fuels, solvents, lubricaft s, epoxy 6 atin s, paints, cOnc-tete;'le c fitc r iia to ller eiiv r nin ntally elet .lior s ateri. is associated with the project. 18. Mate Not ll fable for~ Darrra c glee St w York shall in no case be li bley for any damage or g' ate ofle mjitiry to the structure or work herein authorized v l.ikh-may be caused byuor lfsuih from future Operatic ns and rtaken by the State for the conservation or improvement of ndNigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. -CO RAL, � T° % "�X'7?^y°�ll��r"r' ySrJW�. r�;r4iorlf ar fr„orwrr,xiiaflY"r .rG"�1�a� ��r �'i1x1y, �wVN"iN` rig°' ra�ek '� F '� rahei'�r ""ra�r� rd"'w's� i ✓ 1i/ ✓ "l+ I ✓ b �r %k �� ✓D✓ / 1 �,iy„� f lryf t w( ✓ t ✓ r r / ,: i d� � ✓fi f✓ ^til✓ii/'z''; a4 y,. ✓, ro ifs,,✓,i!✓� t �, 0 '�„ i '„I s;;' ,, ”. ,�, � kt;,✓ /�i�' � �� 1 e ns elon� l r'�'t a1taelf "fhgerrniticstte or failtiy, cludagre �trx cords is :v / y' i,� .,,m,:✓�//r✓n u�,r,,,,.k„a✓JAW„,,., �p , �✓%a/ , . ,,, . ,,,/ ✓ -,m" /" r!i r .oaso l ltle<l otrr ani rntet als l an au hors ed r pyre erttsttve o ,fhblen .p Y,f /,„)% ✓l l fil; l Y�/0 i ;✓6✓i „/` ,/,%., ✓/rt oP r1 oar-Y,> r'` ,;,�;,✓4 ''� !,.m�, ✓ /, , yl�1p✓���, %/<-,�m.,yf�nl,11 a,�.,,��.,l { ,.,/,,,ti✓9Jr r r�'''Zx�, ; ,re�l�y„/pglflf„tp/ap�I:,�°,',;r�✓� ya;rte lrt/al„ri�✓i lj��1se l afr rl „,., '� ,✓„ _✓ ,✓„/ ,, rrnq -the”, yl�e L 'g, ,l ✓ .;�' ', a s a ✓ A 111 1 ECE Strcll re re er tatuve iiia order dh work sus landed trrsgan ,t SCE 7 01 The aerrnittee shall provide a person ' ccompapytl e L) partrnent"s representative during an inspection. to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. Page 4 of 6 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The pennittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Departinent must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Admin,i,strat6r NYSDEC,Re'gion I Headquarters SUNY (Da .$t6ry Brook150 Circle Rd Stony,p'rook,NY1 1790 -3409 4. Submission off"Renewal Application The permittee must submit a renewal application at least 30 days before pernit expiration for the following permit authorizations: Tidal Wetlands. 5. Perini °1" Suspensions and Revocations byte Department The DepaTtme7jIt reserves 011e right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a materially false or inaccurate statements in the permit application or supporting papers, V b, failure by-the permittee to comply with any terms or conditions of the permit, c. exceeding the� pQpo;of tj-i 'y'To�j ect as described in the permit application; d. newly discovered material infonnation, ora-material change in environmental conditions, relevy nt technology or applicable law or regulations since,,the issuance of the-ex-iiting peri-nit; e" nonc "lia -viously issued pemailt conditions, ordersofthe commissioner,.ajiy onip _lice with pre VIn I, provisions cif th6-EiivironmentAl Conservation Law or regulations Qfthe Departinent rel ated Ab 'Y r. e, 114M, 16"�4� 3�" lilt d'b tot + "1 0 L T pyy nc _A. s &"5T 'MM "M "134, Page 5 of 6 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item Permittee Accepts Legal Responsibility .Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indeirinify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, d agents ("DEC") for all cladrns, suits, actions, and daniages,'to the extent,attributable to the permittee's acts or omissions in`connection with the permittee's und:°rtaling-of activities in connection with, or operation and nnaintenanoe of, the facility or facilities authorized by Elie p rinit whether in compliance or not in,66inpliaoce with the terms and conditions of the permit. Thi 'indemnification does not extend to any lai:ms, suits, actions, or damages to the extent attributable to DEC's myn negligent or intentional acts 6r omissions, or to any claims, suits, or actions naming the DEC and ansr".:tig under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights pifq cion under federal, or state laws. Item _.,�Permittee's Contractors to Comply with Permit The peffiiittee is responsible for informing its independent contractors, employees, agents and assigns of sir responsibility to comply with this permit, including all special conditions while acting as the perrairttee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C• Permittee Responsible e .,. � � ..e for Obtaining ether Required Permits.. �, � g q The perinitte ss re o i:b e t �r d tai: any other permits, approvals, Iands, easements arad n l is � - way that.n t be required to carry out the tidtivities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights Tins permit does not convey to the e ee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the i npairment of y rights, title, or interest in real or personal property held or vested in a person not a party to the penni.i >.� 1�.✓� 7,n lo4✓+,.'a� M (u 7n r,U.ry✓,✓dui„n,f,ss 3e�.d >Y m,r"�I�Y(,"!r.✓rdf%x alb.".n eW .^rs�y" pi. �'ul,,, /1,. ,,.J,Y..e,dar , i,,.°r,o �' lipgplv3F P�'� s,'d+"`,"!✓am�w";�"^r,,rn✓C r`l t ✓�auK�t✓r 9i x I✓✓^ah i'i�I(�'� u'�radrw ae""iY des 1 4✓!si wor✓r ✓,J1ad 1,i 7,nPi�n xr;�;, .,a J�. „'1✓ ,�;r,a PiPln✓; i ✓rl ✓ ° ✓ - / 1 kh � „� ;rr , � W „f � i �r / � i //r✓ n !/Pig rN' � fi/i+ � r r ci ,,, li ✓b ,e � $b r / n xrr ✓����X/yl� � ✓�����%�✓i��✓�i f�0i..` /f✓y r.1i jar �a� ,�, !r7 i � N✓ �.,i i ` i:" lu'���y ,; is i� Ji/i ,:�� �r li✓ri+�°�%i✓tii 1;�✓i✓"✓,��' r�r✓ j/� ,✓ d, ayyl-, ✓r ,,,; o at r �1 r ai �� / ✓ ?"RjD ���f�(�R y�/„ui✓ ii�:✓'"��/ e ✓ . e ;,; ,,, 1�.. �i r iii ' �iiJ ��✓�i� I y � i,', ✓ !� „I,ix fYrr�%�I✓�" 7��'� ^ c�l�/✓ ;!"f l�✓�r �w olg � ✓ :' ` ` r ern' �x a ,r/l�i ro-i%. !�i �v�✓�✓��Af G/iaie ,r ,r' ri i i r.,�i✓0 - r / , ✓% f r tt i/i u�r ,,, % ✓�� ��✓//iM l r i r�" rY l� J`���t�✓i ��j'��l// ✓�i/rA✓���✓ �� ,,, if r �� F. � � 11 c/ �I/< / �`'� ✓ i6 yr'g� r lr � ✓ ;. - o '. „✓ r ria a � r r' Page U O CW m -o 2-0 cil -t 3 a z = CL C o 3070- 0r CD. . r (D +^ (D CDlow (D ^ 6* CD� CD w cD rn CL �... �� 0 07 0. 0 �d ' ' , CD0 CCS .� X CD S CD (DI . W CD cc 0 0 . �. ..�� =37 � x CD t� '(D pm , E3 C D) �=7 o . Cf) C . � : CD � � NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Divisiqn of Environmental Permits,Region I SUNY A Stony Brook,50 Circle Road,Stony Brook.NY 11790 P:(631)444-0365 1 F:(631)4440360 www.dec.ny.gov October 30, 2015 Mr. Christopher J. Ariens 106 West 116 to St., 11 B New York, NY 10026 RE: Permit No.: 1-4738-00473/00006 Dear Permittee: Inc with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please carefully read all permit conditions and special permit. conditions contained int permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather, and a Notice of Com'mencement/Completion of -Construction. -Please note, the permit sign and Notice of Commencement/Completion of Construction form are sent to either the permittee or the facility application contact, not both. jSin rely, 'n re'�' S4herri L. Aicher 'Environmental Analyst SL Ms ',—rP," 'my'oP.x Departmentof Environmental Conservabon -,••-^. - -,. +.-m+ nxa�vita a:J11HL LVIVJL'j�VA jjV1V Facility DEC ID 1-4738-00473 PERMIT _ Under the Environmental eta Conservation a —(r1.1.— . _ _ Permittee and Facility Information Permit Issue o: Facility: CHRISTOPHER J ARIENS AIENS PROPERTY 106 W 116 ST 11 B 455 MACDONALD CROSSINISCT 1000- 145-4-17 NEW YOM NY 10026 LAUREL, NY 11948 Facility Application Contact: CHARLES W SOUTHARD, J 435 BAY HOME ROAD SOUTOLD, NY 11971 (631) 471-5228 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 706.393 NYTM-N: 4536.852 1_atitu lc: 40`5724,3,," Lotulle- 72'32"51.4"" Authorized ActiFitr. Renlov� rstin dwellrrI an garage. o:lstrlet new dwelling on piles, attached garage,,waIk:bays, stairs, and decal,:. All work must be done in strict accordance with the attached plaris stamped "NYSDEC Approved' on October 3,0. 2015 Permit thorizati r I'll, Tidal Wetlands - Under Article 25 Peri-rii I:l) 1-4738 0047.3/00006 New Perinit l:t'1'ectiv .Date 10/;,10/250. .;,.. ;Expiration Date: 10/30/20.2 NYSDEC Approval By acceptance of this permit,the permittee'agrees"that the permit is contingent upon strict compliance with the ECL, all applicable�regulations, and all condition 'ificlud" as part of this permit. Permit Administrator: GEORGE W HAMMARTHp °e a Regional ional Pernilit;Administrator � : Address: NYSDEC Region 1 Hea quart r"� SUNY @ Stony BrookJ50 Circle Rd Stony Brook, NY 11790 -3409 Authorized Signature: —..... Date pate i of uxAlin yr . —.,..—1 j rI— —A,a I PV A' I I % I A a-L I,r,1, � O,I_R L,A N Facility DEC ID 1-4738-00473 Distribution List CHARLES W SOUTHARD, JR Habitat - TW SHE L RICHER Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATU RAL RESOURCE PERMIT CONDITIO N S - Apply to th e Following Permits: TIDAL WETLANDS I Notice of Commencement At least 48 hours prior to cornmencement of the project,the pen'nittQe and contractor shall sign and return the top poilion of the enclosed notification forin certifying that they are dally aware of and understand all teims and conditions of this permit. Within 30 days of coinpletion ofpro'ectI m the bottoportion of the,fornime ;must also be siped and retud;,alongwitb photographs,4 i the completed work.-, 2. Con drina nce With Plans All actjvifie' §�,autliorized by this penTdt must be in strict Conformance with the approved plans submitted by the applicant''br,applicant's agent as,pqrt ofthe permit applicati6li. Suc 1,h approved plans were prepared by Charles W. Southard las,t revised July 10, 2015 and stamped "NYSDEC Approved" on October 30, 2015. 3. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant(or similar Depart, ent-approved language)to the deed for the property where the project will be conducted grid file it with the.,Gleik.,bf S-U.,_FFOLK,-County,-within 30,--days,,,'of,,,the.,effective�date,of,thisl):en,-n.lt.,-Mr,,,his,,dged fia11wii , j d ccgtablecoveiit shad roan pro of ac_6'0, aliartg 'i'lithe" nutuber,assl0gted to this'pqunit, shall be submitted within O S ys of the effective,& 6 this permit to e",ional Habitat- TW NY DEC Region I Headquarters SUNY @"Stony Brook150 Circle Rd Stony Brook,`NY11790 -3409 Attn: Compliance 4. Post Permit Sign The permit sip enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. Page 2 of 6 ,— ---—.— "a✓K t-iv,i Ur ZPI V 11SUINM P-IN I Al-c_UIV5r-HVA I ION "Nor Facility DEC ID 1-4738-00473 S. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forrns. 6. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 7. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined to the upland area landward of the bulkhead or on a barge. 8. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with-appropriate vegetation (grasses, etc.) immediately following project completion or prior 09 to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or plantingis impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination, 9. Est ablish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated' buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 15 linear feet landward of the bulkhead linear feet landward of the tidal wetland boundary. 10. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 15 linear feet from thetiaal,-, wetland b6tiftdary, or as per the NYSDEC-'approved plan,prior to commencement ofia_nyregulated activities and remain in place and in good, ftinctio'bal condition until the proje, 'i ' ct project"is completed and all disturbed areas are stabilized with vegetation. 11. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of75 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 12. Dri'vewayiPArking s,Ma:ferial ,,,Dnyeway and-parkiiig;ire4s5b4U, e,,pQns_trijcted of NY SDEC-approved pervious materials. ....... 13. Direct Runoff Away from Ti al Wetland and Buffer Roads, driveways, andlxarking,; reas shall be graded to direct runoff away frorn, tidal w6tlan'ds and protected buffer areas. 14. 'No Cl-ninges tiw eptic System This pemift does not authorize any alteration,, em)'ainsion or replacement of ex.isting,peptic systenis. Page 32 of IV NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00473 is. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this pe it, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 16. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and 01 to such extent and in such time and manner as the Department of Environmental Conservation may iawl'u By require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 17. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings concrete, leachate or alybffier env ronentally-deleten associated with the project. 18. Stat 0 Not Liable for Damage The Stat6bfNe.w York shall in no case be liable for any damage or injury to the structure or work herein authorized which,maylbe caused bygr result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or night to compensation shall accrue from any such damage. �/GENE"RAL,CONDI,,T,,,,IONS,,,.�;;Apply,to-,,,AL,,,,L,Authorized Permits- ........... .............. A/M I.,Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee,is'complying with this permit and the ECL Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the pen-nit upon request by a Department representative is a violation of this permit. A -C rage It 01 0 INEVY YVK& JIAILVLPA KIMUNI OFENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00473 2. Relationship oft is Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The pen-nittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region I Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony,prook, NY1 1790 -3409 4. Submission,of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a,", materially false or inaccurate statements in the permit application or supporting papers; failure by the pen-nittee to comply with any terms or conditions of the permit; c. exceeding the s'cope, ofthej-,)roject as (.1escr:ibed in. the,per.nift aj.�)plic.afiorl,. d. ji.ewly ciiscover(-..d. rnaterial. in-ForrTiation. or.,a rnaterial change in.envirojainental conditions, relevant technology or applicable law or regu.1ations sin.ce th.e issuance c)f the 6xistitig perinit- noncompliaice with previously iss,ued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department relate the permitted activity. 90 I -13'y s ,a It r;e"gj,L,i,1, its'ard 1ahk&rra"'ble' "iffiless speci Jca �y'p -aft f w 6. Perinit"Ti" rdliibited a ion,or another transfer,S110 Uld be,submitted prior,Ao,actual,transfer of Page 5 of 6 ...L.... .,>...s.saezxiva:,[lsaialraLelvI Vr nI-4VIKVINIVlLIN IAI- k-UIN6L', VAI ION Facility DEC ID 1-4738-00473 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item e i ee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims,suits, actions, and damages, to the extent attributable to the e ittee's acts or omissions in connection with the pe ittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not incompliance with the terms and conditions of the permit. ThisIndemm fication does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: per ittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assi alis of their responsibility to comply with this permit, including all special conditions while acting as the pe ittee's agent with respect to the permitted activities, and such persons shall be subject to the sa `e sanctions for violations of the Environmental Conservation Law as those prescribed for the permitteey Item C: Permittee Responsible for Obtaining Other Required Permits The perm>ttc is;respo� sible f r obtai mg any other permits, approvals, lands, easements andt rights�o�"- way that,m,t �be required to carry out the acti_^vities that are authorized by this permit." r� 4 Item lrD: No Right to Trespass or Interfere with Ripariah'Rights This,permit does not convey to the permittee any right to trespass upon the lands or interfere with the ri �n ian rights of others in order to perform the permitted work nor does it authorize the im ai ent of any rights, title, or interest in real or personal property held or vested in a person not a party to the e If l >,at5c 6 of 6 N O m X.. m i . Q -� C =r a CD _.. CD � - CD � w CD CD . CD o CL "*,% C M CD 0 CD m -� = CA CD CD CD o . 0 0" CD CD 0 .� _ � . --t(D 3 �. SD (' �e .. s 0 �a/l d rcM 66, r a rP r r"�: �` r i 1 C ✓ t k�u-,rd of A; Yre ri✓�' �� K'J( BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK , ✓'r � s dµ � nw ifJ. DATE: SEPTEMBER 1 01� �� � ✓ PERMIT NO. 8678Al � I ISSUED TO: CHRISTOPHER PIENS PROPERTY ADDRESS: 455 MAC DONALD CROSSING LAUREL /p r r'�,"r� ,����rm�r �'mom✓ �� /,,,,� SCTM# 1000-145-4-17 AUTHORIZATION OIL" 2 p Code of the To sof I �r ' l�u;rsua�`�t to the provisions,a.�f Chapter x..7;5 ar�d�or Chapter 1�Y �fado k. at t�-� n� e��r�g held or] r !✓. Southold and, in accordance with the Rewolat�can o�il�e board�.�i Tr���t�c g Ser�tcinber i _2OL5 am in cc��sideratioau ail'°alaplic a4ior f, isr tk,e suo of�L�' . p :i,d by Ul s°i e i 4V% X! and subject to theTerms and Conditions as stated in the Resolution,the Southold TownBoard of Trustees t authorizes and permits the following: t Wetland Permit for demolition of existing dwelling, decks and detached garage; construct new two-story 3,035 sq. ft. dwelling with attached garage, including a 4 1x241 � irregularly shaped decking attached to dwelling; and a.Proposed stone driveway, and M as depicted on the site Planprepared b .Charles W. Southard Jr. last dated September 1 2015 and shamed approved on September 169 2015. NIN WITNESS WHEREOF, e said Board of Trustees hereby causes its Corporate Seal to be affixed, �a ° and these presents to be subscribed by a majority of the said Clea as of this date r 41 0 rr✓ F 6� � r 9: y h ���..,n•n ,�:„ U---- .,a. ✓ ✓ J s:;�rr ti�,,�mrtltlbrnr� ,�,,,�.. Y,2" �pid Y"-iYfll r�"f'� li�% <-:�r%h�,Sl n?,�.�6'nr rte. ,t.,, ,1� �,�:: r;;a�. °y1..,r,e:" ,,�.� ,..t�i0am r r ✓.. ,✓,�,, :,,� �' i„� �,, �,in°r,. r-,r::.; ✓ '� *w r.�:f �,e: � .o ,.. n o..i.: ,>v,f.,a,,,v,✓7+Em(S ✓�:!v-. ,. ,zre:', t a Y r�a„�..r..5 I.V,. 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As you are aware, it was later determined that the site plan presented the ZBA application, last revised August 1 , 2015, incorrectly depicted the proposed lot coverage of 14.6%. The error was discovered when the applicant's design professional submitted a copy of the amended plan(approved by the NYSDEC on 3/7/2016), to the Building Department, last revised January 2 , 2016, showing the lot coverage as 21.07%. As a result,the applicant submitted to the Zoning Boardof Appeals a letter dated June 27, 2016, along with an amended site plan revised June 21, 2016, describing his error in lot coverage calculations, and denoted a reduction in size of the proposed deck in order to comply with the Town Code's minimum lot coverage provision of 2 %. At this time, the matter has been remedied to the Board's satisfaction, and requires no further action by the applicant. cl: Amended site plan last revised June 21, 2016 & letter dated June 27, 2016. BOARD MEMBERSw Southold Town Hall Leslie aes Weisman,Chairperson 53095 MainRGad•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning 54375 Main Road(at Youngs Avenue) Kenneth Schneider � Southold,NY 11971 http://southoldtown.northfork.net �IZONIING BOARD OF APPEALS O TOWN OF SOUTHOLD AUG2 2015 � � el.( 31) 765-1809•Fax( 31)765-9064 ' FIND] GS,,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 20,2015 ZA FILE 6875 NAME F APPLICANT: Christopher Ariens PROPERTY LOCATION: 433 MacDonald Crossing (comer MacDonald Road) (adj. to Great Peconic y), Laurel NY SCT #1000-145- -17 SEE A DETERMINATION:m- ;µ, The Zoning Board of Appeals has visited the property der 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 CODNL DMINISIRA EVE 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 June 25, 2015 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 DETERMINAIJON: 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 ( ) Policy Standards. The LVVRP Coordinator issued his recommendation dated July 21, 2015. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property is located in the R40 Zone and is non-conforming at 14,235.17 s . ft. It is improved with a single family dwelling and accessory age all of which is to e demolished. It has 68.00 feet on MacDonald Crossing, 189.31 along MacDonald Road, 76.00 feet on the Great Peconic Bay and 179.17 on thenor-them property line as shown on the survey dated June 5, 2014 prepared by Michael K.Wicks, LLS. BASIS OF APPLICATION: Request for Variance under section 280-124, and the Building Inspector's May 29, 2015 Notice of Disapproval based upon an application for a building permit for a demolition of an existing single family dwelling and construction of a new single family dwelling, at: 1) less than minimum code required front yard setback of 35 feet, 2)less than the code required bulkhead setback of 75 feet. RELIEF LEQ1j1� jL1Q: The applicant requests a variance to demolish a single family dwelling, and replace it with a new single family dwelling with a non-conforming front yard setback of 20 feet from MacDonald Road where the code requires 35 vet and a bulkhead setback of 22 feet::here the code renU;rac 75 feet. Page 2 of 3—August 20,2015 ZBA#6875—Ariens SCTM#1000-145-4-17 AMENDED APPLICATION: At the hearing the agent for the applicant was asked to bring the proposal more into conformity with the code. On August 12, 2015 the agent submitted a revised site plan noting the bulkhead setback at 37.77. FIND rNGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6,2015, 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)(J.2)(I). The grant of the amended relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed front yard setback on MacDonald Road is more than the existing home footprint. Due to the flood zone this is the only place the new home can be placed to mitigate damage from possible future flooding. This section of MacDonald Road is a dead end and there is only one other home on this road. Several homes have non-conforming setbacks similar to this request. 2. Town Law §267-b(3)(b)t2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant topursue, other than an area variance. However, the home can be moved further from the bulkhead. The applicant's amended survey created more conformity with the code required bulkhead setback of 75 feet. 3. To�wn Law §267-bQ)(b)(3). The variance granted herein for the front yard is mathematically substantial, representing 43% relief from the code for the front yard setback. However, the property is a comer lot with two front yards and the existing home has a lesser setback from MacDonald Road id than the new proposal. The bulkhead setback represents a 50% relief from the code for the bulkhead setback. However, the applicant is moving the dwelling further from the bulkhead to reduce the amount of relief while still maintaining a conforming front yard setback from MacDonald Crossing. 4. TownLaw§267-bL3)(b)(4)—No substantial evidence has been submitted to suggest that the variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 'Me applicant must comply with Chapter 236 of the Town's to Water Management Code. 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 parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §2,67-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing a new home while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Homing, and duty carried,to GRANT the variances as amended, and shown on the proposed site plan and building location dated July 17, 2015 last revised August 12, 2015, prepared by Charles W. Southard,RA_ Subject to the following condition: CONDITIONS: The attached deck as granted shall remain open to the sky. That the above condition be written into the Building Inspector's Certificate of Occupancy, when issued. Page 3 of 3-August 20,2015 ZBA46875-Ariens SCTM91000-145-4-17 Any deviation from the survey, site plan andlor architectural drmidngs cited in this decisjoll im,ill resuft in delqj,,s Undlor a possible denial by the Building Department of building permit, and nea y require a new application andpiiblic hearipkbefore the Zoning Board ofAppeals. A)iy deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nolleCY?formilies under the zoning code. 77d,s°action does not authorize or condone any currene orfiOure use, setback or other ftattere of the subject proper" that may violate the Zoning Code, other than such uses, setbacks and other jeatw-es 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) oft e Code of the Town of Southold any variance granted by the Board of Appeals shall become null and a° id NNliere a Certiricate Of Occup',"Icy has not been procured,and/or a subdivision map has not been riled vvith the Suffolk County Clerk,within three (3)years from the dates e variance was granted. The Board of Appeals may, on 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 Horning, Dates, Goehringer (Acting Chairperson) (Absent was: Members Weisman(Chairperson), Schneider) This Resolution was duly adopted(3-0). 6J5;Ir-9I ucl. Goehringer, Acting Chairperso, Approved for filing (9 / /2015 DATE(MMIDDIYYIYY) " a CERTIFICATE OF LIABILITY INSURANCE 06/23/2016 THIS CE..RTIFICATE IS_ --� IS ......._ HOLDER. THIS SUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE THIS DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE Cov fClE5 BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN I it V ED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If _ the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorse SU'B'ROGATION IS WAIVED, .I i to the terms and conditions of the policy,certain policies may require an endorsement. A statement on i rtifi o s�Fplot er ri ,ffljo the I certificate holder in lieu of such endorsemenl(s). g C ONTAi.P NAME .. PRODUCER �a BRAZIER AGENCY Roth" 631-281-1700 FAX 01-0160 ' 1490MONTAUKHWlVY �����S�,BRAZIER iO1,1�1�CLC I f ADDRESS OR CITY, STATE ZIP INSURE ._. RCS Afr��C�t� ov 'SOU � NAtcr MASTIC, NY 11950 INSURFR„A MAIN STREET AMERICA ASSURANCE CO_ INSUREDGEORGE CORDON WSiURtERa STATE INSURANCE FUND _ I DBA j PO BOXNORTHFORK RENOVATION SF{ELTI RPOINT INSURER Co JAMESPORT NY 11947 x �IRrR '._• INSURER r _ C.OVERAGES CERTIFICATE NUMBER: REVISION NUMBER: TI.iIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE PERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES-LIMITS SHO MAY HAVE BEEN REDUCED BY PAID CLAIMS _. k„ ....._. _. _..-...... POLICY"EFF PrA ICY I;kP ._...... -. .... ... - P�dSP... .. .... ._... LINTS ,,... INSURAN tz COMMERCIALLGENERALLIABILITY .. u� ,MPU2040J 11/26/2014 11/26/201 l MCHLQIY��17� a CE p POLICY"NkAA�SEA:_,—IMM_,....,.,�.m.(,._..m..... OCCURRENCE 'P o �..� TYPoia > CLAI M.:�.i�ADE ��, �� 2015 ���I�l .� . �����r�rot S_ 500 00�. X wu�� ?.. IiED xr .._....... III I000 I . `T,S'W S.:b PwPh!L L ADV INJURY 5 500,000 k ROGftLCATr , 1,000,000 I . cal. r iI �� ((1�1(D00 -- '& ,rarR _ ..u::f�IF�:I:NFO Sirr I �i�F r AUTOMOBILE LtA®ILITY t 801Dp IN��61Dff�F°(I"°�wc ANY ALI Ti ._ ZA1.OWNED :,w4"D"Rp V7411.i�.l� - I " BOOBY INJUIRY(It,W ae�..arctrutP"p S.. �u.ITOS Ak.JTO ® . iAUTOS .,To.� o�UT ¢rwwvwi,rs gib.. lrla(I,I�eau•bp ;AI :I I UMBRELLA Luke OCCUR EACri OCCURRENCE $ ...., _ y { EXCESS LIARCLAIMS-MADE,. u.AgG R2 GATE _S .. TI" III IFL .R3ErhA'° 7-�as5iR WORKERS COMPENSATION 23738602 1tll 6/X01v 10116/2016 , � AND EMPLOYERS LIABILITY F �� oR� � � i=cun6R ci EACH AlCobti"Y,> �r:a- ��. S �00000 aslcr����Ecao �� NrA (Mandatory ) w _ I . under DISEASE 500,O?0 ti C DISABILITY D474090 10/16/2015 10/16/2016' STATUTORY LIMITS APPLY, I �.D..ESCl2I P'I1C}N OF CB6+ERAi'IClNS(LDCA'nPJNS[VEHICLES (ACORD 501.Additional R®mars Schedule,maybe a4taeh®e4if more space Is rrgolred) CARPENTRY INTERIOR CERTIFICATE HOLDER IS ALSO LISTED AS ADDITIONAL INSURED AS PER CONTRACT. i CERTMiCATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOWN OF SOUTHOLD ACCORDANCE WITH THE POLICY PROVISIONS. 54375 RTE 25 J'OL.tTHOLD, NY 1171 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(20141011 The ACORD name and loao are reaistered marks of ACORD New York State Insurance 111✓s1rkem'Compensafion & D/sahil//j, Ben Pies Sparcialivs.Since 1914 JUN 2 4 2016 ,s,,, 8 CORPORATE CENTER DR.3RD FUR,MELVILLE, NEWYORK 11747 31 29 Phone:(6531)"756-4300 CERTIFICATE l SOUTHOLD ^^^A^^ 550923293 � �• " GEORGE GORDON DBA NORTH FORK RENOVATIONS PO BOX 339 JAESPORT IVY 11947 " Scan to Validate POLICYHOLDER _ CERTIFICATE HOLDER GEORGE GORDON TOWN OFSOUTHOLD DBA NORTH FORK RENOVATIONS 54375 RTE 25 PO BOX 339 SOUTHOLD NY 11971 JAMESPORT NY 11947 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 12373860-2 502424 10/16/2015 TO 10/16/2016 6/23/2016 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2373 560-2 UNTIL 10/16/2016, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FORWORKERS' COMPENSATION UNDER THE NEW YORK WORKERS` COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 10/16/2016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE NTH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY, THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIR.EC FOR,INSURANCE FUND UNDERWRITING This certificate can be validated on ourweh site at https:/fwww.riysif.com/cert./ceftva1,asp w by calling (SSS)875-5790 VALIDATION NUMBE=R: 36402343£3 U-26.3 REScheck Software Version 4.6.2 C�(J Compliance Certificate j Project Ariens Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,034 ft2 Glazing Area 2 % Climate Zone: 4 (5750 ) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 455 Mac Donald Crossing Charles Southard Laurel,NY 11948 CWS Architect 435 Bay Home Road Southold, NY 11971 631.471.5228 cwsarchitect@optonline.net Compliance: 0.2%Better Than Code Maximum UA: 410 Your UA: 409 The%Better or Worse Than Code Index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies- Ceiling 1:Cathedral Ceiling 1,263 30.0 0.0 0.034 43 Ceiling 2: Flat Ceiling or Scissor Truss 220 30.0 0.0 0.035 8 Wall 1:Wood Frame, 16"o.c. 3,042 19.0 2.0 0.053 124 Window 1:Wood Frame:Double Pane with Low_E 190 0.330 63 Door 1:Glass 0.330 171 Compliance Statement. The proposed building design describe ere s,c sten it the ding plans,specifications,and other calculations submitted with the permit application.The propo d bupld s e i o meet the 2010 New York Energy Conserv ori Co struction Co e r ,g eats in RESc ck V rsiol 4.6 d o m the mandatory requirements listed in the REQ beck"n p tion Che li r 14 Name-11tif - SApgnai .„ Date 4 - p Project Title: Ariens Residence Report date: 06/21/16 Data filename: C:\Users\chuck\Documents\My drawing files\active projects\Chris Ariens\2010r Pagel of 6 rescheck.rck section mmITm .. Foundation Inspection fo Complies? Comments/Assumptions Req.1113 mµIT 012.1 Exposed foundation insulation FICorrmplies Requirement will be met. IFO1112 protection. ElL oes Not :®Not Observable: ®Not Applicable 403,8z Snow melt controls. c3conmp t [ Not Observable: ONot Applicable Additional Comments/Assumptions: 1�irgWa Impact(Tier 1) 2 Medium lanpact(Tier 2) Low impact(Tier 3) Project Title: Ariens Residence Report date: 06/21/16 Data filename: C:\Users\chuck\Documents\ y drawing files\active projects\Chris Ariens\2010 Page 3 of 6 rescheck.rck Version n REScheck Software Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 40.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Veriedie eri e Vafi Pre-Inspection/Plan Review a Cli ? a s/ do s Req.1113 lue _ 1 103.2Construction drawings and _ ❑Complies Requirement will be met. [PR111 documentation sufficiently ❑Does Not demonstrates energy code ❑Na;t.Observable compliance for the building :EINot Applicable envelope 103.2, Construction drawings and , ®Comp es 403.7 'documentation sufficiently I Does Not [PR3]1 demonstrates energy code ' � compliance for lighting and []Not Observable mechanical systems.Systems ,❑Not Applicable serving multiple dwelling units„ must demonstrate compliance with the commercial code. O .fr Heating and cooling equipment is Heating: Heating: Elcomplies [PR2}2 sized per ACCA Manual S based Btu/hr Btu/hr :®Does Not on loads per ACCA Manual J or Cooling: Cooling: j❑Not Observable other approved methods. Btu/hr Btu/hr ❑Not Applicable Additional C ts/ s i s High pact(Tier 1} Medeum _.._ .._._"—.. Impact(Tier 2} 3 Low Impact(tier 3} 1 Hi h Im -- .. _ ._ _.... Project Title: Ariens Residence Report date: 06/21/16 Data filename: C:\Users\chuck\Documents\ y drawing files\active projects\Chris Ariens\2010 Page 2 of 6 rescheck.rck .......... Plans Ver"fle Section ............Tp T Va u h-In, Inspection Plain I ,erified Field Verified Complies? Comments/Assumptions Value Value �Framing/Rough . ........ & Req ID 402.4.4 Fenestration that is not site built ElComplies Requirement will be met. [FR20]1 is listed and labeled as meeting E]Does Not AAMA/WDMAICSA 101/I.5.2/A440 EINot Observable or has infiltration rates per NFRC 0Not Applicable 400 that do not exceed code limits. ..... 4014,5 IC-rated recessed lighting fixtures ElComplies Requirement will be met. [FR161'� sealed at housing/interior finish Doe Not and labeled to indicate&It;=2.0 E]Not Observable cfm leakage at 75 Pa. EINot Applicable 403.2.2 All joints and seams of air ducts, DComplies [FR13]1 air handlers,filter boxes,and E]Does Not building cavities used as return E]Not Observable ducts are sealed. EINot Applicable 4012.3 ;Building cavities are not used as -�,,FlComplies [FRI513 :ducts or plenums. []Does Not ENot Observable 0 Not Applicable 4033 'HVAC piping conveying fluids R-- R- []Complies [FR 71 above 105 QF or chilled fluids []Does Not below 55 QF are insulated to R-3. []Not Observable EINot Applicable 403,1' Circulating service hot water R- R- MComplies [FR1,8]12 'pipes are insulated to R-2. ;E]Does of vE]Not Observable E]Not Applicable s 403.5 Automatic or gravity dampers are11compueRequirement will be met. - [F919J2 'Installed on all outdoor air nooes Not intakes and exhausts. []Not Observable 1p- []Not Applicable Additional Comments/Assumptions: Impact(Tier 1) �ejdiuu mpact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Ariens Residence Report date: 06/21/16 Data filename: C:\Users\chuck\Documents\My drawing files `v projects\Chris Ariens\2010 Page 4 of 6 rescheck.rck etio _ ..._.._ m n _........__a .I ��.. ...... Insulation InspectionWmmComplies? Comments/Assumptions_ 6r .........__� 303.1 ;All installed insulation labeled or ❑Complies Requirement will be met. [IN13]2 installed R-values provided. ElDoes Not Not Observable ❑Not Applicable Additional / i s. .1]. .. :T (Tier 2) .3 L..._ _.. g p rer 1} 2 edium Impact(Ti o Impact(Tier 3) Hi h Im act(T �W_.. Project Title: Ariens Residence Report date: 06/21/16 Data filename: C:\Users\chuck\Documents\My drawing files\active projects\Chris Ariens\2010 Page 5 of rescheck.rck ectlon lInspection " Io is a FFI re. & Ftsl 1 ue l Complies? n / u tions ...402.4.2, Building .�.. .. .. envelope tightness ACH 50= ACH 50= ® oon p es ®s Requirement will be met. 402.4.2.1 verified by blower door test result [FI17]1 of It;7 ACH at 50 Pa.This requirement may instead be met Not Observable via visual inspection, in which Not Applicable case verification may need to occur during Insulation inspection, Duct tightness via post- - 403.2 2 pcfm O Coli es [F1411 construction with maximumDoes Not leakage of cfm to outdoors,or 12 cfm across systems.For tlNot Observable rough-in tests,verification may Not Applicable need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handler. [11.1 installed on fort... .. ..__ 2 ermostats <❑Complies ed air furnaces. ❑fl oes Not ,,[:]Not Observable 40 :1.2 .. _.. .. _ .... ,-..-_.� °'❑Not Applicable Heat pump thermostat installed CJComplee "' s [Fl1of on heat pumps. ,❑Does Not t ',',[]Not Observable ❑Cot Applicable [403 Circulating haves..- . ulatin service hot water �� Does Not fI11 2 s st automatic or I'M accessible manual controls. �i�;'°i��% ��!��"�i❑ ��� ,��,,,�/ /�/%, „❑Not Observable Applicable 40 ,, 401.E Compliance certificate posted. „ ,,,��i ����%, Comp lies Requirement will be met. ❑Does Not ONot.Observable �. l ❑Not Applicable I 3033 Manufacturer manuals for �ii��/%/�j/��/r�/�;%������D�/��i��/��j/moi 3 � � / // / ®Complies [ 1 r %� ��fj �i%rr/%% I 8'. eatingDoes Not I mechanical and water h equipment have been provided. �r✓� �%�Fi/��i�//r ����i'� Not Observable ,, /�,,,,,<�,,, „�i i „ ,��❑Not Applicable Additional Comments/Assumptions: �1 High Impact(Tier 1) �. Medoum Impact(Tier 2) Low Im actTier 3) Project Title: Arlens Residence Report date: 06/21/16 Data filen e: :\Users\chuck\ ocumen \ y drawing files\active roje \Chris Ariens\2010 Page 6 of 6 rscc .rc C2010 New York �J( Energy Conservation Construction Colde Energy Certificate MINIMMEMENIMEMIMIM Above-Grade wail 21.00 Below-Grade wall 0.00 Floor 0.00 Ceiling 0 Roof 30.00 Ductwork(unconditioned spaces): Window 0.33 Door 0.33 ® ® MM Heating System: Cooling System: Water Heater: I MEN= Name: Date: Comments C — ca i t` — r rra - ' ti✓ r � � � n � W .� r � �; � �' '=" � � •fes. �• � r- �. — C7 CD cn .y C' CD r .- �- fm 77 n i V C wa 70 cz & .n, -w .. _ ✓ :2ez r r Cc'Y' CL CL (J c CLI cr n N = fl o2 J n � wa - z 4 — mm 'i 94;5 �,F Y �.� r �I e 4rnC. M. C :E o Sb � C C C2 I < ?g, p ^ 0. [e n p rr r tr ci cr� cT cp CR7 S C arot _^ IT J C_ D 6"n OQ OQQ lw LAatir �" a r co r c-cTO fG y y. c C e^ J J ;+ � ps. 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I Qnl 11 \ t0 L. (N�pp SJ z Q4 Ono0 a S �O ,( 3 N U m 5 U A trn1 O Oc s �° b � s O _ O 'S F ti t� O tl 11 "0 m R' o �a 7c 41:. Cz2 '� S e 9 by sty qn_•m N 3 .x 'Y N 3 ® 1 Y.'"" 'p Cc, m O �Np N 0 „y "M, O S-•fl O N OHO pmt fv aswfil Ul 8 m ° W O c O 1 o gr ,r e N Q N i cr O O sr II fTI O q p j 1 'S " q44 uk S i ±' st. —) ? -4I W W O r � flfl K� �m � 3 � mocDonald goad _ c.; ro 3 z3 6 Ii � r cn m p -a'• O 164.92'High water mw-k �N O Q O �12.55d Iv oo,r= tj R z® * yq t_c Plop owl�rt 179.1 '1ia�h water mcrk— � �w � -W 131.18'M'ot`1 'a3p £1 z 3 'b F.V " u _ asr >ID Q + Z a ° " M 4 i Wf O ^� n txJ 06O O p 4 Ut p ig trl p an 6 Qa as ahi fl �1mas Gr '. m ro %y,�,. ro �., „�'°" 95. Z s ro x u. a ar, O p i - (i ^� x Lo D _,w N ro -n Qa. F cs Ami< a ® n ac onaE a ry. _ K D cas N t0 w n a I ail O m m o.; ro jr, ly y m p Ca '6 m � .........m t cr s' ra 73 3 o nn o ro p ; r.... .¶ a - ED - o 3 ,r !3 - --t f1 � „ Holddowns to be min. 14 guage x 3 wide Charles 1N. Southard Jr Metal w/ min. holddown capacity 3000# A R GH I T G T Test holes by County Marne corners Fastened as per manufacturer show at 10'-12' below grade we have 5JN soil = 3-6 ton bearing capacity USE: 3 Ton design = 6000#/ sq. ft. 435 Bay Home Road USE: 10 Clio wood piles = 78.5 sq,. in Endwall Southold, New York II111 Corner stud connected USE: 5 Ton design based upon side friction - - Phone (631) 471-5228 °° to transfer shear Load of Structure: ° 2-16d common nails ” " lo 0 cwsarchitect@optonline.net FirstFloor ----------- --------------------------------------------------------------- ----------- -I ° ° ®6 o.c. Dead Load = 10#/ sq,. ft. x 1552 sf =15520# ; ° 5/6" dia. Anchor bolt ------------- Live Load = 40#/ sq. ft. x 1552 sf = 62800# ------ - Min. 1" into Foundation (2) 1 3/4 xll 1/2 ml girder Wail Load = 10#/ lin, ft. x 8' h x 1"15 If =14,000# �: ' i L A/(:) Second Floor ; I 4 concrete slab ( ( - on vapor barrier 4 Dead Load = 10#/ sq,. ft. x1483 sf = 14830# ( ( -' on compacted clean fill Live Load = 30#/ sq,. ft. x 1483 sf = 44,4x0# Wall Load = 10#/ 11n. ft. x 1' h x 151 If =13,500# ' 4'-O" 51-4" / Roof X ® V Dead Load = 10#/ sq,. ft. x 1483 sf = 14830# I I/4" PITGIi— — _ _ Fo ndation Wall N Q � I Live Load = 20#/ sq.. ft. x 1483 sf = 21660# � � 3 1/2" d x 1/4" t tally Lolumn TOTAL LOADS: 1 , I p I ; I _� 3) 13/4 xll I/2 ml girder -- ----- Dead Load = 155200# + 14830# + 14830# =45180# I 44 x18 d _ N.T.S. Live Load = 62800# +44410# + 21660# = 13'7030# p I c trete footing I I 0 N Garage Nall Load = 2-1500# rt I Garner., �+OId own Gonne tion d 528 sq,. ft. Use (2) 8" x 32" TOTAL LOADS: 201,'710# N I Garage 6 flood vents @ 8" abov grade USE 10" DIA. PILES a 20' LONG = 5 TON GAPAGITY = (4'1) Piles = 528 sf USE 6X6 @ Ib' LONG treated posts for deck PILE SHALL PROVIDE BEAR GAPAGITY AS 5HOWN ; ; ; ; N (2) 3x 12 treated girder I 5/8" Type X sheetrock 1 I 1 ( walls $ ceiling per code - - - - '--------------------- El step-u ----------------------------------------------' 6 x 6 treated 31 I ' �I (2) 13/4 xll IL ml irder - - --- --- ----- 21 L______I _________ __ --------------------------------._ -------------------------------4-- J _ 1 I 1 = ' ' 1 1 _ 0 Tank ess water healer = Mechanic L 1 I 1 _ (2) 2/0 x 4/0 c mt 5/8 fir -ac d - -0 5/8" T pe X she-- r ck - - - ' ' - - - - 1 --- - - ' ' - - - - - - - - - -- - - � walls ceiling per code N It r-,--=----=---'----_- -r--,— - _ - _i I - - - - I --- - - ' I - - - - - - - - - - � � � x 6 Heat u I 1 I I I (3) 2x8 hdr L ° �i x O N v -' with hex r I X 3/0 x 6 I II II I1!2 �: �: m m �: ..G.. label : lo ®I b" O.G. ' II 1 I I I = _ �ITRY _ 2/6 x b/ I� N ' 2x10 treate floor �biits I I 2x10 treated floor Joisi�s I _I Bedroom _, /4 x 6 8 II L 0 = AiQxIO treated floor J istsl 2x10 treat d floor osts I ®I6" .G. ' ' C��O�I open to above � _ 2x10 treated floors ist 2x12 floor joists 1 - 1 2xIO treated f oo ists ®I6 O.G. 1 _ I L @1611 O.G. ®I6 O.G. O ' 6I6" O.G. ' --1 ' ' � '®' : I � ®16" O.G. g Laundry � _r1 I I ®1 b O.G. I 1 1 - ++ — ————————————————— - ry --- - ----- --I --- - - ' ---- -------- - ---------- �- ' - - - X L - ----- ' - - I 2x12 floor foist 2x12 floor jolsts ®Ib" O.G I - II _ _ ®16" O.G.Bar ir ILI - Q 1 6► ( ILI c ' —�— 1 �— —— ---- 61 , —, I — Fireplace • iN L — __T1 x -I-1 I I I I I • 2/6 x /8 m 2/6 6/8 0 m N X ' ' —y _ _ ' ' d — ---' ' X ' , m X 1 1 x - pocke door m � - ' �_ _m = I m II m _ _ 2/6 x /8 2x12 floor foists ry E ®Ib" O.G. 2/6 x 6/8 Q 49 (2) 2/6 x /8 s I idingdo r —_— _ _ I I I I - fed oom 3 Master Bedroom rn - ( )2x12 header _ 2x[2 fI or foists =y Piling and 1st Floor Plans ®I6" .G. 12/0 x 6/8 s Idr 2XI2 floor joists _ @1611 O.G.41-011 ro),I Ell 6 _I - 11 lo - N - II II II 1 E a x lt t O (3)2x1 header _ x X N N 8/0 x 6/5 sldr N m -11-811 -11-611 '71-411 i_ ° ' ' i_ a _, �_ u I = i_ " 141-011 1_ " 1 2x10 treated floor Joisbs x b treated post 1 ' , , ' ' a 16" O.G. ' I New Residence for L rn (3)2x12 header Christopher Ariens %] 12/0 x 6/8 sldr El 13 13 I m I =, 6 I = hot tub = = X m r x _ _ 5/4 x 6 der-king -� m - - - - g civ -_—__ _ m = H — , , _ bxbtr aedp _� _ 455 MacDonald Grossing FIRST FLOOR PLAN Laurel, New York 11 bxb AGQ posts Habitable Floor Are.a = 1552 sc[. ft. SGTM # 100-145-04-017 Ceara e Area = 528 59. ft. April 23, 2015 steps o eat May 5, 2015 Deck Area = 16-7 SQ. ft. p D June 24, 2016 FIRST FLOOR FLAN >< TOTAL area = 2847 sc�. ft.= 20% ,111N 2 9 2016 A == Habitable Floor Area = 1552 sq,. ft. BUMDING DEPT. TOWN OF 50UTROLD of 5 door Area Ratio calculations Date d 22, 2015 arle5 K Southard Jr 12 2 asphalt shingle Project iiilo NEW RX51DENCE i RCHITEGT b 1 continuous ridge vent A. Novi HOW -------------___--- -------------------------------------------- __._ First Level: 152 sq; ft. 455 Bay Home Road _ — Second Level 148.3 sq. ft. Southoid, Neal York Ilq11 12 TOTAL RABITABLE 50. FT. SP59, sq. ft. - --- Phone (651) 4'115228 61 - -- - . .. - per q 14,255.1'7 Sq; Ft. / ---- l awsar I optonllne.ne ---- Lot Area (as certified sure : ------- - - �- - --- __ --- - PA.R. loor Area io : 213 � - - -- -- -..-._.--. -- --------------.... ._... -------------------------------------------- --- ------ - --------------- - ---- - ------------ - - --------------- --- ....... ...... _-_._... alumhum ----- --- 9 ' -- � E i - -- -__ - ------- -- 1x8 Horal fascia : - -------_______------- -_-__.-::::-::: -:--:: :.-__-___________--- ..- -- - - -- = sq,. ft. - -- ---------- --- 6cr ----------------------------_ -- ------------ ---- -------------------------------------- - - - _ :--_-._:_-_:__::___-___-:_--:::_--_ Lot Area or : 14.71 _..................._._. ................... ............. ._..._......... --_.-_ ___ __ _ _ __ _qj --- ---------------------- __ ...:_-_::- :-.:-::::_-._-. - - --- - - --- -- —...... -__... ---------- -o s K Sout�crd Jr. isateredtect — ----- - - - -- z ----- --- -- - .... --- -- ---- -- ------------ ---- --- -- - __-_.___-____-___.-___________.____.-----.-___-___.---. _--.__.__________"--______...__ _ - -----. .._.. ._ _ _- .-_ - - _...._.____ _________________"__ _ __ _ --------____.__ ------________- - ._....-_____.-____.."_-_-___-__ ___- _...__ ___"___-___ __. ___________ ................ ..................._._ - ..-. ---.-_ _ • d 6 (J O C O D' �' . - ----------- -- ---- -- - --- _ _ __ _ ___ _ -- --- _ --- - - -- -- - ------- - -- -- - - -- --- - ------ ---- - -"------------------------------ ------- - -------------------------------- ---------------__ ----------------- - ------------- -------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------- -- --- ------- - --- -- --------- - - --------- ------- ------------------------------- - -- - -- ----- ---------- -- ---- - - - - - -- - - --- ------_ - -._..._ . - ---------------- - --- - - -- -- -"-----------------------.------_-----_ --_-:.-_-- --:-. )6- & __.-__:::_:-:-.-..::---. _ -- -------- _ _ _ - - - -®oral Gharri•1 51dk'ig -- -- -- - -- _ _ - tv� CJ - - -- - --- -------------------------------------------------- _. _........... .. . ..------ - n - `' >� _ _ -:__-.-_ _ _:_:===8ora1 Ghcnne! -------------_- - -- - - - - - - - -- -- --- — -- --- - - - - ----------— - - --- - - -------- -- - ------ - - - -— - - --_ - - - - -- - - - - - - ---- --- --- - - - v Roof Deck I NORTH ELEVATION _ scale 1/4' = 1'-0' _ 3/0x4/0 box custom "melon \ (3) 2x8 header '(9) 2x8 header 1tf '_-4'_ IOC- - f ��7� Xf-!21-1 0 o �s •o r/ \N `\ / M)2xb ral"tors ridge vent ---- - - ----------- - - --- ---... ___ -------- -... --- ■ - -0 2xb 96 h wall 25" asphalt shingle - --_--- -- -__-- -:- - --: -- -- Q '� 2xlo clg is K tc en x _ x — ® _ ----- ----------- ---- ---____-- - - - _ ..............---.__.. ... _--- - 166 Oz. � �� e _ ,cam is - -- ----- - --- - - oc : -00 ® , � -� F.RG -------------- (3Y�c10 ridge - ---- --- A. ----- _ - ---- - --- - y t :l alumk�um gutter � --- ---- -- "---- - - ----- - ----- - 1x8 Doral tasala x door - --------------------------------------- --- -------------------- -- ---------- ---------- -------------------- ---------------- O-------------- ■ -__ ____________ __- -= ,�. )2x10 g = �� - -- X- 2x10 G tb x i _____-_ __- -- - p - g O 2nd Floor Pial 4 Elevations _ - loris ----------- =7, -- ---------- ------- - - - - - - - ' Creat Room - ' / _ ®ib 0. I I 7— -02x—b 4HEUM -- ---� 2x8 \o,/ \Q� Dinin / \ if-- ------ ------------------------------------------------------------------------- - -- ___ _. _ ..._ - - - - - - - - - - - - - - - — _ - o - - - 2x10 c is - - -------------------- ------ _..._._._ ._ __. _ - ----------------- ----------- --------------- -----------------. .: --________::_:::::__.-- _----_--_:-----:-_--.._._._.-.-------:.-::--- -------Donal Gharinel / \ -- ---------__... - -----------------------_____:_ - - --- - - - - ----- -- - - -_ _____ ---:_-__------ - ----------- --------- - -_- -_ --- - ---- - - - -- --------- - -- 12/0 x 6)b eldr NO _ -- -._ 1310. b 2x12 header -__- _- _____-_ c� ^�� \ t� 12/0 x b/b sldr _ - _ - - — - / ('�) 2x12 New Residence for T J - - - --- - - - - -_ Dining Deck Oristopher Arians R-77-77-7777_ _.__-1_1-. - --1-.- L.1 1 1J _1 __1 1__1_L..L_i.- 1 J . 1-__I-1 .I. �_._. . i I 1.J..__ , ..1 i _.i 1-- 1-_1-1 --1-1-- -1 1_-(-I 1 ._i 1 ...1 - i_i--- 1_.L.__1_i-- - - --- —■ n 12/0 x 6/8 sldr ■ 2'--0'_ �' 12'-0' I'-0 -9�-0" 12'-0' 1-0 _ Jb'-y0" 14'-0' Ib'-0' SOU ELEVATION scale 1/ ' = I'-0' 455 MacDonald crossing ; Laurel, Nevi York II SOTM * 100-145-04011 Afril 25, 2015 Meg 5, 2015 July '1, 2015 FA SECOND FLOOR FLAN AINUMM2 Habitable Floor Area = 1483 sq; ft. of 5 I GENERAL NOTES: � 1012.1 WARDS. LOCAM MM rr"00 WAM arles K Southard Jr I I. contractor shall v" do`WIM" and d!MOMWIS and " Architect of Inconsistencies,prior to procood:ng with any work. =A==A=%=00=10M4T=dVA#M NOT I "M ft Pr2m 014MW IN MOW.OM WM Or WAM V4TH A TOTAL MW Or MOM TdM 00 WAM 2. Ito Arc.htkdw.,t Is not rosporablo for construction supervision unless specified by written contract. 062ffW ABOVE TIC MOM OR ORAM BM.wM SKALL MYN OW4105 NOT LeW THM 94 WHM A R 0 H I T E Co T 5. All work shall be clone in =4ordayao with all Federal, International Residential Code, ASCE 1-46 4 Local Building Godes. 064=0 IN H56W MMA WRw vatmoAMY mwm rre tmm or Tw 7wnAm 4. All electrical work shall be done in with the National Electrical Code, the Board of Fire Uxlernrftre, and International PORZ+ES NO DEC"NW.H AM DrAD-18W JAM RaWT WARSH10 914ML 151!HaWYFW VM OLONIVS AHM TIC V11AUC1146 GLIWA40 16 LMAIW MOM-2 THAN 90 W 4W " How Road Residential code, Pert VIII, dwpbsr* 99-42. continuous ridge vent TW PLOOK OR ORA=OMDK AM(162ffW Aa0VH S. All pkw" work shall comply with the Intornaticinal Residential Code, Part VII, chaptom 2"2. _�� --------- Southold, New York 114"I 6. Vo not scale these drawings. Rater to written dina lons. _____________________ ___7______________�__.__�_�._.__+_________---_-__-� --� Pr=eLAJW orf LINTATIOM, 12 - _ - +__ ... � � I - .- -.1- I�.I _ 1. Basmonts with habilteNo space and every sleeping room shall have at least one oponeblo, emorg" oscape, and rescue opening. __ - --------- --------------- ------ ------- -------------------- _ __ -----------------------____-___�----------------- 110a)IMV OW4105 ON OM 91CM OF STANWAYS,RAMW MAVR AFMA%54941�1=AM MWW (651) 4-11-5= 61 _ . ...... - - -...... . ...............�---------- -.....I.- .-....- ____ rqhore emorgor" oscape, opoings are provIdod " shall have a sill height of not more than 44 Inches. _____ . _ � ---��--��.-.�- -,------�--�----..-----,-�-----___ ________ �-��-�---��---.----�-----------,--� . _�:.:_- -_:�-_ _--- - -- POW_,HW 60"MVE MEM4MATH PA"OR ONW-DOAL CIDELV&S MICCH Do Wr AULON - ., ___ __ ..1. ..,...........-....... �. .......- . - 7�_---1111. PDA06462 OF A OF445M 4 INCR5(102fffflO Olt MOM IN VtA&ZIM oftwMitecteopton1henet Ali omorg" and escape windows shall have a minimum not clear opening of 5.77 sq.ft. __ - -------------- _____________ _-, - - P EPWN& � - ------- . - . - _ .. ..- . - --- - -------- _ - - - --- - Oracle floors shall have a minimum not clear opening a 5.0 sq.ft. "I - I - - � - � � . � I + - - . - , � . - I I-- .. __._____+ - ------- - _ .- - -- - - - . __. -------- __ __ ____ - ,__,______,______________----------- I. TM TMANSM-AR ORKHM l`OM4W BY TlwV MWK TOMAD AND BOTTOM PAL OF A GLWIV The minimum not clear "Ing height shall be 24 Inches and the mlnftn opening width shall be 20 Inches. _________ , - _____ - - - aluminum gutter AT TIC OM WM OF A DrAnftw AM FZtHMTW TO Be OF SrA4 A SIM THAT A WHEM 6. All glazing shall have a minimum classification rating in table W.0,06.5 from International Rosideritial Code, ftwlons 4 I ..- �.. ---------------- �_ __ - - - - - - I 11 - 111 _ __ _ - - I We Boral fascia 6 Nc4m(152mo CANNOT PAM rrpzul*L eloss doom shall be in aacorcinmo with Section 8615. AM 0"" with exterior mind pressure on 110 m.p.h. winds. __ ____=_.. ._- � -_-"-�- - � , -,., . ", . �-�..... - - 11-.1 � � 2- OPMN95 MR VM2fiMW SWIM ON TIC BMW OF STAIM TRZAPS INV"NOT AIM A ____ __W. : - +:: � � __ __ - . . _ _ .... . - - I 1. __ � -1-- - ,:__=____ i__----- __ ___ ' '-" " �_ - � - --- =- __ -----:---------�---------- �------------- ____ __ - � " --,=-, �- _ .-�--- - --------:_._-.--�----=-�:------=-=i---..i:.:-.:-=.---=----- _________---__--_-_-:------�L-_-=_-_----------------------- .---..------- SM*M 4 8/4 W,HW 007=0 To PAM THROWL 41. Handrails shall be provided on at least am side of each eta" with two or more rissro Handrail Haight, measured above stair --- ---------------------..-.---- ___._____---_.__:_�------- - -__. -- ------ � --_______ -___��-----� _:_ �__ __+__ ---: :: - . . � -___ - -- - -�11 - - - � _ ___ - __ . - - ----- ------ - -- -- ----- --- ------ - --___ -- _-:------ __----__ ---- _ --- __ - - _:� � �_ __-, : � - .� ., _ - : �-_-,---:::---- -- . � -- -- ---� .__�__� -- �) -__ '' � � . - . � ---.---------------------------------------�___________------------------___---- ------------ -__----- _-------- ------.______---..---______--,------.--� ------�------ ---------------------�--------------------------------------- troad nos",shall not be lose than 54 Inches and not more than 56 kvJw. __ 10. Provide eta" illumination dlrort4 over each stale" section in accordance with the International Residential Code section R.0105.4 ___._______---.1...... - ------___-------------------___- ____- - - __ --l-------- - - ---__ -__- 1___._._..._..11 I., -11 - - -- ____ - _:- - -____ ------ ___ ------------------�---------- =__----------------------------:=:::= --------------_- +_,____.,____------__.-- - � � . I 11. Ali "Treated" lumber to be proseuro proservativeig treated and naturally resistant wood. Prose" proservatNeIg treated mood and _ ----=-----,- __ - -.----. __...-.........- .- ______,_.._,_,____,_._7� _- naturally termite resistant wood &I-411 not be used as a Physical barrier unless, a barrier can be inspected for tormito shelter tubes �- -___ -____ - � ----.--,--�-___-__-- -----------_.__�_____� __7________________:7�-------=---- __ - -_�_._� - -11------ -, __ - __ _ _______ __LZ __ -- - -----------.-, As per F824D of International Residential Coodo. - _--_-__-_---=-=--- - __ _=----=:--__ - - _________,_________________ - ....1. - I ------_ -.-- - __. .. - .� _ - I—— -1 � � .. - I � � I -- � - --, ,--,. - -� . � - - . . CON5TRUCTION NOTE5: .1.....1. -� � I--11-1 -� � ...-- - -- - __ _ � - -1 _ _.... .... �:: _:_ - -1- -- 11 111- - '' . - - � - I � � . - � � , � � ___ __ -- - _ . 11 .- ---� I ., I I :". �: �- � ... + .� -�� -11� ___ I __ - _:___:7__:i__:__ __= - _,__=_______ . . .... ____..---__.- - - ---------_11--l-I -1- _ 1 - --- __ - - _____�___ - ------- -------- --__---____ - - - 1. All toot" shall bow on undisturbed sail ol! 1 1/2' ton bear copacIN. � ----_-----===L7=-----------=--------=,---+-=-=-�--==7:----------:__===_=____=-------=--------- ____ --- ---------------- --------- I i 1 2. Coorwroto for footings, and foundation malls shall be 5000 pal e 26 clop i __________===__=-----------------=---------- -------------- ____ - -------------- - =.=_=-=-. ==-==--- =---------------------------:___.==__ i ..11111_ _ ------- , _ ___ - __-:---- ---:----:- -,-: :: _-------�__= ___ --__- _ -and by =_-_-_ ��---_=__...__ --� _-, _-�.� _ ,_:...:........ I - - - �-___'. +. _� __ - __ - ----� -- I i ' ' I _ _ - ,-- ---------------------�-�-.------.-----.-�-----�--�----------- 5. All concrete slabs shall be placed an clean fill, compacted to d1M density. ? ---,-------- ------- I - ___1-----------:-----==-__-_- ------ __ __------�,_.:.,.__.___,.__........ 1-�--�-�l.- II-�-..---,-----�---------- ____---------�-���,-----,.,.-..,--.�.��-�-�---�---��------���-- ____,__________ - - I I ! __------- - , � � , � , .__.__:.-------------------------�___:--_-___-_----___-_-_-_-_--__-____-,-,-- ------- - ____________ , - � ----___ 1 4. Cavaroto for garage slabs, and concrete exposed to the weather shat. be - --- - =:_=__=1-----------------------=-__--:-----------------________ --,------------______-______________�_-- _________� - � - - � - � -___ -- -- _-, � � - - - -. . ........... 1_11......- __ -------_ -�-,--,- - - - __ - -7, � ----------------�__:_____ _ _ _-_� . -.---_.--__-�---_-,,,,-I�--:- --:-- ,-,- �_-_--,� ----------:___ ----.----------.------------.--.--� i ------------------ _ __= __ _ _=__=------:----==-- _-_------,-_ _- . _ __ _7_7=._____=-------- ---------------------------------------------------- ------------------------______ -.--- --------- -------- --_----------, . ------- - ----------------- --___ __ -__ ____-------.____- ------------ __________-- ---- ___ -- =_=___------------- = - ---------___:------ --= ------ ------------ --,--:7�__ --- - -__-- 1000psi 0 26 clop and have between 5% and -M air ontraWnent by volume I ____-��-__----------- - - � , I - ---� - � - _ --- --- _ - - - , ___ --:-:-_--------_:__.�___- . ____---__ -__ - ,---.--._7_=_.---- ----__----------,--- -,,- :__---------------- ______---------------___-------------------------------- I I ! .. � � -- -1- .1. - I I I 11- . - - �-�- + � . 5. All lunim shall be c4mtructlon grade, Hom-ft, 650 per strength. I -- -- --- -- -------------- � _________1_____------------------------------------------ __------------------------------ -�-----------��-------------� -------------__---------_.._ .,_.___.. .... - - ------ --- - - -----_._.._,___. � :------� ---------- -------- ____------------____-----.- . . � .., __ .7-------7_77________- i ----------------------------------�------------------�------ --------------------------------------- _---� �......-_1 - - - __ I-- ___ _____ ___ ____ _ __ ------___--------- _ I I I-.. ���11��... .-1-� I I -1 � - I.... __ _:____.____,____,_,:____,_, ---------�--------__7___ - - � _ .- .=------------- - __ _______- :------ ------------------- I - . -� I - __ - __ --- ___ � � - __ -"--,-- ___ __ __ __ , � ------ - � --- --- -,-..-..---.-.------- - 6. Pablo tramhq around all opening*. i _:7�=_+__7=__=_,_._____7 , - " I FE-111 .. , , - '' ___- --- �_______________________-__ -_____= - - _�. --- -----:.-,��� ------------------==---7�-,:---.----�------------------------------------------------------------- I �-------:7-- -----:, __--____ -------�___ 1---.... __- � - --__ � -1 ------_____ ____ _____ - I I �-� -,- ---,- . � ---------. � . - : - -- - __ -__- ___-::- - '7=____:______:__,___--- =:.....= __..- -----=-,=----=_____:_� I 1. VoMo floor Jobta under all partitions. ; I -----I___ --------------7--------------:------- ___ .7_7._.______ , __.-_____--________________.__, �_------------__-______ __==_______________:__._ ---7_----:-------- _______-_______ __ ,__ - - __ - __ . , ., , : ------- � I i i -------______------- _ _ -------Z_______________=_=____==_= __-.______- 7- 77:___7.__:----=-7--7., ,_==+___=_ �___ - _____:_=_______._,7:_.____7_._=_::---:--:_---7--:__:_____7__._____________7__ . 6. Headors over all open" shall be W24AW unless othembo noted. i __.___...._ _____._=_===___�____=__=:_,_:i=__:_7_�=_._===____�:_:=-__:::__�-..._:.:_=-,::-,]::-::::-.= -_-__ .: .- -, . �_� - - �:� - - - - __ -____ - -______7�_.: �_� ____ ---- ______ ____ ____ ______ - __ _____ i ----------------- - . -___--------------------------__......�---------__------- __ -.-----------------_,______.____-.......................... __ - � ___ - - ___ ,_ - I- - - - - -- - - _ _ - - _ _____, .1-.. ------- ___ __ __--------------------�---------------------------_.-_.__________-------------._______1 [ -- - - - - ==::� : = ----= : === :--::::::====:---�:,--,.---�:-::-�-------L---- _ ---- -------------------------�------------------�--------__--------------------------------------�--------------------�------------------ ____ I ; -------------------- -- ------ -----�-�--__-�---�--�-�-._-..��--�-��-.-._-.__--���-,-�-�-�_-��-_- - ---- -- � �, . .. __ - -_- -�---� :�-�- ��-''-,�----.�_:_��:-...end and __ ----- � ---- - -- --- __- __----------- __ 10. Provide metal Jobt hang" where all member* moot flush header* i 1 -1 - 11 - I ..,..,.- - _�...__ - __ _ . ' '. . _ __-, _--.,--- I � - , , __ ___---- -____- 1--__ :_ __::�_+ ,__ ____ _._: _ _ __:_: - .111-11 ___, � 11 - � - � � ._._.._: -_-:- =: __ _ _ � - - I � - � - .11 , 11 � � 111-1-1--.111 I -. 1 . .1 � - - � -1 � .11 � - � . . � +---_--1-___ .-.._..1_-1._-- ...... -__._,_________ __________---- 11. Mrsetopping Is fired at all concealed spaces within wall, partItkn floor, - I __:_: _-7- ___ � I - __ . - - � ......-__ -��......... _ _.__ _____-- __1_____-----------__.....________ I = _______7 ____�_. ::,,.::�:__._:,_.._::-,-�:___=_:_: :_,:- -- -___ __ -__--=- __ - - __._____.,::.___.____::._:�_:.-._::: --,-:_:_ -_.,_�._�:�,:, _:_=.......�--,-"--: -_:__:-::::-.:.-_=- .-.---..______---.-.:--:-.: ---__ - +--____ ____.- :__:_ � - � I � I - � 11 _ ., .. - - __ _:::__7___._.+___ __7_.=____.=_- - - ...-�......- - - , . - -_ -� - - - stair,attic, or cornice construction, and around chbvwpj, pipe and duct open". =:___LZ:=___=__::Z= - -----_ _-__-._____:-------=__:.......�__ - -__ - ----- - -- __ ___-- -- -.--__ .. --- .-,.- - -.--�_._--------------=---- - ------- =- �.-____-___:__________- ____-__:----._-.- --L-==----:------=-�:=---------,Z--------::�:-ZiL,------.---, - _ ------- -----__-�.-=------------------�-� I - - - , , � - ------------- - - - - - - __ - - ------------------------________ ------- ----------- � � __ - -___ - ,",-- - --- - - __ ---- ---1--- - - - - - __ ____ I --.----I- _______.._,_-------------------�------ __------�-----------�-----------____________---------I------------------_______=---------:------:----------- ___----_-------------_______________.___ _----_______1__ - ________---____�------______ - - -------- ---------------- --------- -- ---- ---- ---------- . Such construction shall be t "o-0 or filled with INW11-Coffixotblo materials -------7,-------------------------------------- ____=________________ __ -1 __ ____=77__=_=_: ------------�--�.---------------.--,---------- .-�----------________ ._____________ � - - - -____.____---------------------- - - ______.___,______ :__�---------:_-_--_- -- _-,---_-, -__,-- __ ___ __. _ ____ - - , , _____ - - _ _ --- - __ - __ ---- __ - I ----------------------------------------------------__� . -------_____� ---=:-- _7:=�___� _-. _------_ -------=-------==----__=_,___��---- --------==___�---------------�------------________ ______=---------=____ ________------------------ --- --:�-=.---=�-�--_--_-�-_-_-_-----=-=--:- _-_ _------_-_----_--_-_--_------ ---------------------------------- ,--_- -- ------ I ------�----------------------�---------- --------- --- - --,.-------- -- ---------------------.----__--- -------,--- __ ---------�---------------------__ ______ , - Rotor to the International Residential Code Section R602.6 , -I=-:--:- .- 17_.._____._�__777==----------------- ---------------- .-- ---___==___:=__====__�-_-_----__-_--- - ----------------.----:---=----�_-----_--:------- ..-.------------------- I I __ - __._ --__- _: : __: ___-- _ - ___ �-----�--- --�--�:.:,___:____________.-_:7--- =___________ _______ _ _ _ 12. ftli 4 C-ollIng finishes shall be In accordance with section I":41 of the International . _____ _,__ _ ::.i�ii___ __1-__-__-__,________._____,� - Residential Code - _=_______=_=____--------=--..,:--------=-,-=_____ ---=----------------------- --------=---- ---------------- --___:_____7_= , - I I ------------------- ______ - - __ - ----------- ____ __ --- __ __ __ - - __ - -, : __ ----- 15. Insulation shall be in accordance with section R5= Rooklential CkWo of ITY'S I r 14. Wall cover" shall be in accordance with section 8702 4 '105 of the Intornational . Residential Code � 15. Asphalt shingles shall be Installed in accordance with section W052 of tho I International Residential CkWo 16. Dryer Exhaust vents shall be Installed In accordance with section M1501 of the I International Residential Ckpdo, 1 I1. All mochmical systems work shall comply with the International Residential Code, I i J � 061roulation. Notes All Inevlation shall be installed W moletwo vapor retarder on warm-In-winter elclo EAST ELEVATION in m4orclayao with section R5= Scale 1/4" = V-0" SECTION M24 F1.0012-RESISTANT 0"TRI.4,10N 1024.1 6oneral. Buildings and structures construc,tod In whole or in part In flood � hazard arom (ftludhg A or V Zones) as established In Tables R501.2(0 shall be designed and constructed in accordance with the pr'Ovtsions contained in this section. R52411 Structural systems, All structural toms of all build" and structures shall be deeskjnned, comoct®d and anchored to resist flotation, collapse or permarwrnt fa�„eral movement die to structural load* and s from flooding equal to the deestgn flood elevation. 1624.1.2 Flood-resistant ccornotruction. All butiditgs ofd structures erected In areas prone+ to flooding shall be constructed by methods and pprraacctrues that minimize f loos darnag®. . 0 . 0 to define areas prone to flooding, and shall describe, at a mlnftn, the base flood *1 at the 'depth of peak elevation of flooding Ancluding wave height) which has a I percent 00oeboard. ow flood) or greater chance of being equaled or exceeded in wq given year R524.1.5.5 PA frooboard of two toot shall be added where the design flood otevation or other elevation row1remente _":�,_"_-_,:__- "I -,n N","-,�� we specified. 1024.1.4 Lowest floor. The lowest floor shall be the floor of the lowest orral area, Including basement, buit ,1���" _�5 o�N - � ,-1 1�, "� Z::]: . ",( "' '� -, 0 12 - ---"------------ __ oxcluclhq cm unfinished flood-reelstant enclosure t1hat Is u6sablo sololq for vehicle parkh% bulk cc"" or limited storage , , 7111_�_'�',, ___�--------------------------------------------------------__ ------- .----------- - --.-,., _ _ " . . ,,�, 1"I" - . .....-........- - - , 11 .6 , , - 1 � � - __ __ -------------------- provIdoath6t such enclosure Is not built so as to render the building or structure In violation of this section. 4111_,/'C;),----, F. 61 _.___-__..-1_1--��.-----..--.---�-----.------.------�-----____..____------__________ -------__-1._-_----_ __... -I�-� � - , --M%�M% � I,': _,� 1, 1 , � __- - 1024.13 Protection of mechanical aid electrical siptoms. Electrical siptems, equipment and components, and heating,ventilatirS air , ,. ; ------- - -77-7- -_.. , __.....�_.. __ -==--------------__----------- - ___ M I" I ?I ,-,----- ___________,_---�----- --1-1� -__--" �- -m - - __.. --------------______ ____,______________ conditioning and plumbing Ilancoos plum" fixtures, duct stems,and other service oclulpr shall be located at or above the -1 .V ..- I . . . I _ I= "' F p nonl; . - �. ;�L '_1 � I - __ _�__ __ ........__ ____=__ . � - _.______ design flood *Wfat;on pk2sTrooboar�d as specified in S"tl4;9 R525.1M.S. It replaced as pof a �t�ra", \ I , --- - __�___ - _____ - ____ �__� _ _ _ ff""T w $ \ \ N , -1, ,--- - -1 - aluminum gutter electrical siptems, equipment aid FTOMM"Its, and hoatin%ventilating, air conditioning, aidm1W pumbing fbcturos, \ (� "� - 1--- -----�--------_.. __----___ ------------�....�...................... I . -� . � - , - - - _. u mmrow 0 ?"= ','�.-: 1� - 1 Ixe Bowl fascia duat siptoms, and other service equipment 11 moot the lro�s of this section. Spto , and equipment and I I - ----- ----- - components shall riot be mounted on or w=� malls Intended to break away under flood loads. e til - - - _ - --ent and . ,y licirmwes, I ILNd* ------............_____.___._____...-------------------.1-1..- .,__,_____I --- -------------------------------------- ---------------------------------_________----_____---------------- - __- orterra, oqpr= eponsy Is hoot VS air condition I and plumbing app . __-:-=.-.--,:-:-------------------------------------------- _ ..,. ......___----------------------_____.____...__._._1_---------------------____ -,-.. - - D duct _______=------------------------,---------------�------------�--------�---------------- �--------------------------------------------------------------------------�--------I-.______---------___________________________ ei It . _ - __---------------------------�------------- ______________------�---------------� - 1 � �77 , - - '. ... -- _ _ � - --., - ,�,��--------:---�---.-_-,_-�--__-�=-.---,-,-----�-�-�-��,-------�---._.+�-� ptome, and service oquipnwrit we to be located bol= design flood elevation provided that " ai-o - ___.._.... ... +____=_===__:---�__:_=_:-_____=_---_--:.__--__-__-:.:_:: _ . _=___7��_�__7_7-_---�----�__,==:__ ---------------- ----��_7_77�-___�__ _�7_�-------��_�_�------��a---------�����-�_.� __. �_�_�1-----------� esignod and Installed to prevent water h- enter M V onto aid to resist h9drostatic. dW I _� .=��_ - __--- _ =6= _:-------------------�......________ - _______1__---�--------------- -------------------- d ----------------------------------------------------- ---=:=: __ _==_,___-------------- - --- --- -1 -11.11 - - , - k namIC, oads _ g or accumulating within the -.t- -bin _ I I ___--- - -_ -.- -.: -_-.,.-_: - __ __ =-_--_=:_=--____-- ------ -�......-- -_____-- � -- -� - - ._=_____:_ ,__ ____+_,__,_ - - ____:,:,:::.,--_-:-_. ,-.::- _.:-L ': _---._==_+: +_L:_.._!__ � 11-::-- __�_ -- 7 __ - - -- - - __ :_ __ aid stresses, Including the effects of WqAcr� during the occurrerroo of flood to the design flood elevation r-001 __ ----- - - - .... -----------�------_--------------- ----- __ ___ ___ -= _+ - - - , ., _ . -------l------------------------ "I-- -1-- -_ _:...__=_,:------ -=----::...==:: �--===.__:._:: - = =_ - _.___.___,.___,______ - in lkmo with tins flood-resistant construction requiems of the Bulldhq Code of Now York i&rio. Electrical wiring systems Elevatlom I ----_______________.__ __ - - .- � ___ -------- - ___..___._._______.__ -__-.....- __ _ ____ - - - .- --- ---- __. ----�.......� ---:7= below tine flood elsvat orm to rows of the eloctrtcw of 7=._____________________-:: I- --_______--:= ---______.__________________= - _L-------------------------- - - __ - -------- are itted to ba located design Ion provided they cont the proves --+-------- _:-__-__*-------- - . - ------..-., ___ ---------------------------------__----- ------- ___ - - - - ---==----- _ this code for net 1000tWO. � ---=--------==------- �=--- -------.------------___ __.______________________.___- ____----____ ______ ____ - - - - - ----- __=____=__=___=,=. I ------------------------------------------------�-------- ---------------------------__---------__-______-------------------------------- ==-7--=_�----- - --- __ R32416 Protection of water I and son" sonago optems. Non andropkw4wient water suppI9 tams sinal be deskjnod to I I I .. ._______________=__ _=_____ _ ____------------------------ ____=__________7____:_____ _____ I I ------------------- = ---- __ ---L Ilb-at *upp?1ood notors Into the terms In accordance, with the plwbN proyloWns of this coda. Now and -------------____----------------------------- L-------------------------------------------------------- mlnknlw or eliminate In? Ion a I � 1-1--______�------� ___ - - � � ,- --=- - __ ._.__ '==__=------==__=___ ----------------------------------.-----.-----.--------, � ---::----=- ------=- - replacement DOMMID IV shall be designed to minimize or eliminate Infiltration of floodwaters Into terms and . I ___ -,-- _=_ ----------- ___ �..--�--�-��--.-..----.---.--.-.�-- __ *an=op InFo floodwaters In accordayao with the plumbing provisions of this code. . __+______.__._____ _:_=_______ __ ------ - V PtOM - ------=_ L___ --__ _____:----: =-: ---7--- - ___ - --------------------- ------------=1 .�--------.-,��-------.---...------� dlid�s from I - -- - - __ - - I - -=--::-----7�::_-_-_-_-_-_-_-_-_-:�*_-___-__- ==--i- .---,---------. ------------------- ---- ---- ----------------�--------- -___ �-� ,-, - _______.________-----� -----:______________ -- --___._ -�__------------------------------______---------------------------------_ I Flood-resistant mater I �--- ------------�-------------------------------------------------------------------------------------___ ....................................................... .... . . - ----------- -------------------------------------------------------___ _____________________ ,-,__ - � � - R524.1.1 FI tant lals. Build materials used be the design flood elevation shall comply with the following, . ---------- ---:-:-:-- ------------------------------------------------.----�---------------------�-----_______-:-------------------------: __ ,7=-----�-------------7_==------=--:_________7:=_______-_- � : . - -= 7--= _______________________---------_------------------------_.. � �.. .......� __________ ---------------------------------------------------_ ____ ____ - d In accorday.o with AMA 01 for the species, product, I ___._____________- I. All wood, Including floor shoothma., shall W irii�tiWvo-bmoafe _____:_______7__i___________=---- -=------Bowl CAlerral !------------__=____.:_______________ --------.---.------- - _: ---- - ---- ---- ---- __ - FT --toy Wo - - - --..- _= � -------- - 7. ,. - - - - -A _ Voted . -------__7______--7�7:----------------=_ -_ -___ --- --- - __ -----.......�-.-�-:-�-7-:-,-,-�7--,-=---=�-=---=-.-,--.-.--7--.------- - ----- -----------------------, : -,-7------------------------.---:=-, oservatlyo aid ond Leo or be t 0 cloacg-reelstant h6atnood of redwood,black locust or cedars. ProservatIves shall be Hated - --- _____ -----------------=----�- = ---------------------------------- ----------------------------.-------=-�,-_-_-_-_-�:-:7-.-:--------------------_______=___=-------- �__:�_�:=:_. �Section 4 *P AWA UI. . -------- ---------- -------------------_____ ___._._____ -1-----�-----------�-------------------- -------------------------_______________-----�----,-,-------, ...-----����- "- _. ----------____ �-------------------- . --------------- _____________,_________ ___,____� ____ 2. Materials and installation methods used for flooring and Interior and exterior nails and wall cover" shall conform to the ------=____.----------------------------�----�-----------------------________:__ .-==7=Z7_____:_____:___==___===___-__�-��-- - � - -----_____ ----�-----------,-----------.-.-------------- ____ _+__.__-----------.------ -__-- �� �� �� ...." I.........___ __7_:_::_+_--------:=- - - I - - --------� I . . -ovbbns of P&4A,MIA-T5-2 I ---=----�-- -------------�-------�--------------------�--------- - =.- p I ---l-, - -1 - -......1__-_,--_-......= ____ ____ - - _" . � - - or rowel I ----------------------1_____-__----------------------------------I ---,------____�-- -----------------------�-------------------------------- - - - 1024.1.41 Aw-built elevation cortMoations. A Ik4wood land survogor Istorod design professional shall "" that the bulk" ____________________ -- -- ------ ----- ------------------------------ .- - �- -__::::::,."� - _ ,_ _ ____--------------------------- _=-=_7------------:-=---.---------------�--------.---.---.-.-.-.-�-.---:--7--------_____7___ __________________,___,__._-----------------------------------------__- __ ---------�- __-, - � ------�--------------- I � ___1 ______________------------___---------------------------------�----------�------------ ..-- I I J, I or structure Is in compliancwo with the elevation roquiromente of i��ito� Aiii.2 or R5255. - . _____ __________ - Boral Oiannol Siding -===_7== -----===77=�-7 __ , _ ___�-------------------- � �11 11-1-__ - �----�--------------------------------------------- --77____. I � � ----------------------- 11 I - - - __7:- --=-------------------------- � - - -oas, (Including A Zones). Are= that have boon determined to be prone to flooding but not stbjoct to high +-----.-.--.==�---.------,--.---------- =_,__:...__- I� :-,�: - -, , -- - �- � � � 242 Flood hazard a . I __ ___ __ _____ ,:--:L--�==+.- --���-�-.-.=�'��,.-', -� - I =:.,-.--.--,----.------___-,�-_- -- --- _-,=:_ - voloaltq navo action shall be designated as flood hazard areas. All buildhp aid strwkv�oe construotod in whole or in part in - � I ------- __ --' '--- � - - - 11 - - __ � _= -___.==_Z:__:__=_,=_:_: ::__ :__:.1_1 � :_: � _ +7-:7-:1-1 ---,..,. - _ _ , - � I _ ___ _ _______ - -------- ---______,_____. ___� 1 .. =- _ __._==__==== _ __ _ ::_ � �_ Z___ . . flood hazard are= shall be des" and constructed In accordance with Sections R524.2.1 through FZ242M. =____=_______=_ - - __ ------ - , I - ------.-- - -- - -- �------ - �-----------===:___+___ 10242.1 Elevation roquIromonts. --7-:-------:----------�--..---.-,=:= ------= ___ _____:_____�+L_:�L.______ ______________=__��. =_-----------------------------------------------------------,:� --- _ - -- - -----.---- - - --- __ --- - 1:- - - . __ ==== ---=-----=----=------------=-- -L-------------:-------------==_== � - I. Build" and structures shall have the lowest floors elevated to or above the design flood olovatiom plus ft-osboard as Neyi Reold&xe for I - ----:---_�-_--_------------------�------------------- --- ------- ____=__,______ �---------------------------------------_____ _ __7__=------�-------------------------------------------------- _:__________=______________-_-_--_-_-_-_- __ - -----------=------------:-- �---�------- spoc,fflod in section R525.1M.S. . . , - � � Orlstoplw ArWo ,--_____ ----:-_:-_____--=___-__==__--_----:__Z_:_-_-_�-_--:_____---_:_ ___ - - ____ _Z=__=______:_____________ _____ :-:__-_::--------- =,. __:_:�---------�_ _- -I -� _L:------:._____� � _ - -=: - 2. In are= of shallow flooding 00 Zones), build" and structures, shall have the lowest floor (Includirg basement) elevated at -.,..- ______..________.____. �--------___ - - - -.- - - -=---------- .-= __=_________==_:_:__:===____, - ______,________ _:____ � L -_____ � � -==:= -ado as the depth number specified In feet ( - at ------- ___________:7__.__ ------- __ __ ____ ____ - - - . - - ------�-=----------------==-----�---------*----'=---7.=-==--------- ---�--------------------- loost as high dwvo the highest adjacent 9 oo mm) on Ow PIW, a least 2 feet (610 M 11 IMI __ =_ __==__:------------- =_ __=__ ---------------------------------------------------------------__------�-------------------:7-------------:::- - IMH I Iml ir"'fll IM -------------------------------------------------------------- ----------------------------------�-----�------------------------------------------------ - - mm) it a depth number Is rot specified. - __ , , " I------------____-----------------------=------- --------------�______________------ --------=---=-------- - __ --- ____7---------------------------------�-----------7_-_T:-------7------=-��:--=-� - � ---------------------- -------------------. --------__=_ � - 9. Basement floors that are below grade an all sides shall be oloyc"d to or above the design flood elevation plus freeboard as ----== - -------------------------------------�-------------------------------- ------------___.__-------- �-------------------------------------------------;:------= ---�--------------_-----_-_----- ________ - _ ..� �:�=:;� __�___ ,__ ------------ - Z4��_ - _ -------------------------------------------- -------------- __-__--------------------- . - ___________-------- --------- -=--------�---------_____________7_7_____ ----------------------------------: _____:_+____=________=______.=_---__ �---___ � __ +____ I - - . .......__=-----------------= =, � __- I specified In Section F02S.I.S.S. Exception, 13,41osod areas below the design flood elevation, IncludIng basements whose floors are .--=----- - _.__-----=------,--- --_--.1...................___------___ . . -_ ----___--------_� == ... ____---� , - _ __ ---------__________.....� - 11 riot bolon grade on all sides, shall Moot the roWirements of Section R5242.2. --------------.---7-------------7--------------- __--------------------- __=_+__7_,___.____=__:___:::.__ ..--------_________________.......____.,_____.....--__.11- ---------=-----.:=- - ------_ --777= . __ =__ =- --____....- I - ------------- -- ______.__-------------- - � � R5242-2 Enclosed area below design floed elevation. Onc-losod areas Including crawl spaces, that we below the design flood elevation shall, I. Be used solely for parking of vehicles, building access or storage. 2. Be provided with flood oponIngs that moot Wo following criteria, I 1 2.1. There shall be a minimum of two open" an c1l"pron sides of each enclosed area, If a building has more than ono orralosed _F1.000F area below the design flood elevation, each area shall have W------ on exterior malls. 05 mWoomid coro"Ing rw"WKWOP 22. The total not area of all open" shall be at least I square Inch (645 mm2) for each square toot (OXM m2) of an4losed Laurel, New York 11 area, or, the open" shall be designed and the construction documonts, shall Iricludo a statement that the design and Installation Y4111 provide for equalization of hydrostatic flood forces an exterior mile by allowing for the automatic ontN and exit of SOTM 0 100-145-04-011 r" floodwaters. 2.5. The bottom of each opening shall be I toot (SM mm) or loss dwvo the adjacent ground level. 11 25, 2015 2.4. Open" shall be at least 5 Inches (16 nW In diameter. 5, 2015 2.5. Anj louvers, scroons or other opening covers shall allow the automatic flow a floodwaters into are! out of the enclosed car,oda. 19 'Is 2015 NEST ELEVATION 2.6 9 Installed In doom and windows, that moot requirements 2.1 through 2.5, ere acceptable;however, doom aid nhdom rt=rartalLcl openings do not met the ultoments of this section. Scale 1/4" = V-0" R924.2.5 Foundation design and construction. Foumile for all buildlinge and structures erected in flood hazard arum shall A-5 moot the reqviroments, of chapter 4. Exctlons Unlose designed in accordance with Section R404s : r m plain la I. The unsuppmwtod ho4ft of 6-Whi (I2 aln masmq malls shall be no maw than 5 toot (4114 mm). �N\ , '� , , )?_ \_ I - , - (D I I FA I __ - - - - __� 7> � -1 - - U I I I I --- ---- 4� f -1 I = 1 2 ------- ,_ 7 �__7*4*� 7� 6 -- --------___ - ------�_______ __-z-__ _ - ___ __ ___ � _,.,.. � �_�_�_�____ _ _ \� - e I Ll I I I I 1994 11 r NN)N I N I FJJ19 1 2. The unsupported height of 6-Inch (205 mm) plain memo" nails shall be no more than 4 toot (1214 n,"). S. The unsupported help of 6-fth (205 mm) roinforcod masorrg mile shall be no more than 6 toot (2488 mm). For the purpose of 5 1 of this exception, unsupported height is the distance from the finished 9-ado of the uncler-floor space and the top of the wall. I I � � PM16N CRITERIA CHARTS FROM THEs RESIDENTIAL CODE OF NEW YORK STATE (SEGT10N5 8901 tFroucfi 8303 aarles W. Southard Jr continuous ridge vent CLIMAT1GSAW 61506RAPHIC,ectlon 890 R9W16N CRITERIA R0HITEGT -1 - - --- 1.1 Jlid l YOnd seismic Sub t to Mom Winter Ice shield Flood Collar tied a ev Snow Vosk3n I Brost I POSIT I,r, . third pair of raters Load Termite T layment 455 " Home Road 2536 asphalt shingle installed in L= 12o b3 c Severe 5 feet S-Mod 11 WA Southold, New York 114MI accordance with section 8905.2, I5# felt, 1/2' plywood sheathing • Phone (651) 4115226 Aluminum butters 4 leaders 4' R-50 batt halation MECHAN I GAL EQUIPMENT NOTES:00;00 cwsarchltect®optonlherlet N halation baff lee I. Heating system shall be a Natural bas hot air sptem. The heater shall provide a minft m of dIOp00 btuh. Kn. I airopaas to be maintained The heat e location of all ridge 4 soffit vents ing system shall have a minimum rating of 60% *M" The a'lr o ltlonhg system shall provide a mhbmum of 5 torts of cooling. The heater shall be of a minftn SEER 15.0 rating. 1/2 gpsum board wall 4 telling S. Sptems shall be controlled by a minknum of one prograde thermostat. 4. All ductwork shall be Insulated with a minhw of " Insulation 5. All water piping shall be Insulated with a minkmn of R-4 2 x 6 etude a 16' ac., - 6. The water heater shall be an on domond system of a mhbrvurn of 6 Spm at 125 dogroo water. I/2' plywood sheathing, cementlous 5/4 T46 plywood sheathing 5/4 T46 plywood sheathing _ It shall be have on efficiency rating of bods m1nWwm plank siding, 1/2' Sheetrock, 5 1/2' glued 4 screwed to foists Ll LL.Jglued 4 screwed to foists • R-21 Irtsulatlon.cnd R-5 rigid halation on exterior. Note: All Insu atlon to be installed w/ moist" vapor retarder on warm-h-winter side In accordance with section 8518 io 5/4 T46 plywood sheathing 5/4 Tal plywood sheathing 5' vent thru Proposed Floor EI +IIA glued 4 screwed to foists Laos su,®wed to tats 2 vent thru I roof r M � Min Floor EI +8A' 20 vent 20 vent Pr edbaEI +6.0' ' Bane F — _ — > lowest gr s� d" toile lav fr _ 2nd Floor _ l SECTION EAr5T TO Ye5T .3 VIP" wast. scale 1/4' = V-O' 58 vent n 5' vent lav — — — washer 6' step down list flet tub4 — a~. ' 20 2x10 f=loor Joists sho m or 2x1D clockjoin _ lot F oor k ar+ads I/2 100 wall 4 call 9 1 To existing sanitary l umbin Riser Dia ram not to scale a1paws war Lim rr" ��� !t M*ft H*H tNTIMMATs Solder shall contain no more than .20% lead i Ii n WLe""war,�i.Low Water supply piping shall be PEX Detail A� P Or WHIM scale 1/2' , V-O' 4 IW-+M IN Waste and vent shall be P.V.G. or copper Sections, 4 D iIs 2pl9 torch down roofing • P hg Q Ix6 T46 Cedar Decking 5/4' Sleepers e2'-O' o.c. 2x6 Treated plate 5/6• X12' long anchor bolts a 52' o.c. Pr Floor EI +11.0' termite shield 4 sill n Residence Proposed Floor EI +IIA' Proposed 526 soy ft. use (2) 62 x 52' sealer halation r Min Floor EI +8.0' ; � flood vents a 8" above grade _ 40 concrete slab El s o on vapor barrier 4 Proposed Garage EI +8A on compacted clean fill Base Flood El 4 H: t Grade +6.0' sealer insulation Lom"t gr W concrete foundation wall 8' thick x 16 wide c wrote footing 4 Dampproofhg 455 MacDonald Grossing Laurel, New York 11 SGTM 6 100-145-04017 SECTION NORTH T SOUTH April 25, 2015 scale 1/4' = V-O' Mag 51 2015 A:4 of 5 rAOTIMIR 909SUM FOR VIRIJc7Ulw.MMIMM Roof Rafter to 2x roage Dor4 Too trap 2-16 — Minimum Uhtform Distrb ited Live Loads ROOM PL.AK41NG FZWIPZMNM section 1¢908 - R503 ei. txtr,rs TAME 2e046Nr.1 F°Ge Nall 2-tba — Section R9oi Tqab�lee o ARBA MIWA NATURAL NATURAL �D arias W. Southard Jr _ _ (sgft) CEILING LIGHT 9M VENTILATION s2rec.Rtt`nol't or earls wrrtt^�ae Atm TYrE ar srActlrs of .lalsb bo t�anel Faso noAl D-Ibd — _ Ut! 6299. .101611 to i or toys na+!1 e-ed — Lode■rai riser,Root s wall <Irl• bd Gj. — EScterlor 13alconles f,0 01-1=1CGE 142.0 V-O8 II.4 S.? 14 6AUSE ANCHOR WITH ARCH I TEG T Malto Jedsb 2,ad structured floor,boot,i weal Imo•-s/4• sd O or 6d C — �� ,� 40 SIM-AT 240A 4-0" .2 UPLIFT CAPACITY OF 14000 ,• • toss"oa`t'end 2 •a' — sbrvctur+al t9oor,hoot, i wall 1/8•- I• aid c — KITCE•M 142b 4-0 AND LATERAL CAPACITY ° P vehicle 0 50 D1NING RM 253.0 4'-0' 20. 0.2 455 Houle Road W nubtloor or less to each Joest„ 2-6d — mom,Root,• wall I I/a3•- 1 I/4• IOd O or sd G — MSTR E 32 M 284.0 8'-0" 2 700 . FASTEN AS PER o Fac.Han 2 I Attics without s I Io � °° Southold, N®w York Ilq'11 2•subfloor to a bWd and two nail 2-16d oma• boor,boot,• wall <L/4• 6d C — fth storage 20 EIVROOM 1 14E5.5 61-00 MANUFAGTi IRER ATION sole to or ,'ace nodi Ibd — ,'Icor(subtloor • to 't/a'!' - I' aid C — a • RoomsAttics wother than s! rooms 40 2 1120 8'-0' .0 . ft. Phone (651) 4'11-5= T a solo to end nail 2-Ibd riser(wbtlow • to I Vb - I V4 tOd O or aid C — �wscrchitect®optonlirlertet SIAM to @Me tow Hall 4-ed or 246d 2;ooc. psi (to < 1/2' bd!' — S rooms 5o (2)2X4 POST Voublo sleds fano nail Ibd 6d P _ g},a� 40 Yj iTS aadsto taco noel Wal orz. W t�MD• 11 hall H 0"TRUGTION L s OR W D + L t7or�lals taco Heti a3-Ibd — 6uardr'alls and handrails 200 solo to or ad:;;;;dwall s-M — r�ba board 2ibltl2• 6d or aid — e Attach to structamo with 8/60 lag bolts IRIOOF 1.1560 LJ8G0 L/240 p VouMs top plates,ndntim 4&*wh ofheb 64" _ interw ftfwi 1/4• 4d J — ®24 0.0. SUPPORTING PLASTER GLC. L/240 L/240 LAW Post 4 Header Connector on L112001,end two nail h woo Intorlor raid VW 4d K — e Attach to Concrete math 9/8" s TING NIONPLAST� GLa3. L/180 L/180 L1120 ttap Plate.ea b� or rdlws to 9-6d Awhom 6•ore.. For ale I ech ■ 25A m%I fool • 004.0 mn4 I nide per haur ■ IA04 tawk 0 ElevatedFl400r8�Whall support 20000/20 in. �T. VOUZ 4 INTERIOR PARTIV LJ360 L/24o OFENI NG ANCHORS tease to toe noel >'!d — A.Comnan or box nedls err permAw to be wed except Mars oftn4se stated. NTS plats.,k"at oornsrs and 2-161do.Nally spaced at 60 ora.at edgee,l2•at inkerm decss apport except rdnrs spans 4e'or mars. Pw natttng I No storage with root slope of less than 5/12 WITH =TTL.E FINISHES L/240 w9cgoro fare nary I61 orgy„ each edge of wood sbvdbwdd penal and pawgcleboar+d dwpFrara and shear walls,rater to soaUan 25M Narys for wall WITH FLEXIBLE FINISHES LA20 IRNK19 header.two plolase rd% I/2' 16d I6•orgy„awe oath edge shsal#mg aro F"-1 to be co mwt%box or casgng. yr -ro Debris protection FasteinMag Schedule for Co.Common or defa�- slarlc. Wood structural Panels SII Steel (Min) �Isa"odl�r,taro Ibd V.COMM Fastener T 501atrEe F43012.12F43012.12to Ione toe nary e-ed OV Oetormsd.haus. Fastener Pawl Schedule Contbxiow header to dos non 4-8d — F.Corrosion resbtait W"air cam"nazi. Panel Span 4' < pawlspan 6' < panel span Joist rm loos mor pxjWm6 two nary 94" e.Fastawrspaced s•orxft at extortor edges Red Vox,.at tibsrnsdiate supports. S 4 ' A b foot S 8 foot Y4000 HEAD Conm loft to paryflol rafters face hall 94" R Corrosion reslsbark roofing rob nl%VI6'dlaneber•head and 1 1/2• brglh for I/2•stisaft and I s/4' Isr 21/200646 VA~tO logs too nail 9-8d — tbr•2tl1aW slwalla Wood screws 16N 12" 4' 14 GAME ANCHOR WITH 1•brace to each stud and plate,taco nal 22-sd s• — 1.Corrosion reebbant staples milh rang °l alb•"cm anti I I/ab' k rte+for I/2• sliectIMg and 11/2• Isnglh for 2 1/2' 08 16` 16' 12" UPLIFT CAPACITY OF 16000 Ilk V shsatfdng to each beart+g,face non 2-6d — �' s+g•l a»i supports at I6•ox.00' f Ow stye gin awe r the WS drection of ttw panel Wood screws AND LATERAL CAPACITY °:-, ° ° Flooring urdess ottnrwise marked. Wood structural Panels with a mi ntmurn tai of 7116 Mich 14005. FASTEN AS wider then I•x s•shsaft bo each boarrg,two nail 9-6d J.Casting or ft*h natty spaced 6'cc on ' supporta• sly^ perm ori 619 ° ° 116Vage Ste®I (Mint 0 pawl edges,l2 ort.on rrterm.dlar�e and a mcacl�rarrn of 8 feet shall be permitted for 7 � Joist Hangers DAMP a+orrnsr sta,eh 165 24•os. K.trawl supports at 240.casting or trd5h rae10 spaced b•on pawl edgss,l2'on htermsdlat..upport.. protection ted h1�acG�oi-� w�Eth�t�i® Pan®!s shau be ° ° � • ° Flush header Nall each as follows. L.,for roof srwattr�g applkagar,8d nems are Vw nft rvmj vd for wood sb veb d panels. ° ° ° ° Wlb-w 40 do and bsanr,2-r�ch 20d !!2'o c.at p and botbom K Staples shall two a min crown rdeth of V166. (2)2X4 POST ° ° Floor Joists Wim• each a neft 411N.For root slwatlwg applkattons,fastensr+s spaced 41 oa.art edges,V at t�terte msdtaedges. cellar Tis t0 Re+tbsr race Nall 940d — o.Fasteners spaced 40 ox.at edges,IV at riternsdtate support for mbfloar and wall shoc&&g aid s•an center Jack Ratter to No,Toe Nary s-IOd — at edges,60 at ritermsdats support for roof swathing. Face No Fasberw spaced 4'ort.at edges,V at riternedle" Flush deader Detail scale I"■ 11-01 RstfW connectors as required 1-1/4" x 20 guage steel strap w/ holddown capacity of Ise pp rafter DOUBLE TOP PLATE Attic Floor Roof Fr aml 2X6 BLOCKING AT SEAMSn9 TO LOAD PATH Lateral for 020 mph wind MOM TRANSFER TO WALL STUDS Lateroi for 120 mph wind Y-GM 4" 91 butt insulation 8t■152 If x IDS ■ 1760/raft 1"20 PLYWOOD SHEATHING Min. 10 at to be maintained ® P 4'■143 pit x 1.93 ■ I /raft 12 location of�pa I�idge 4 soffit Yantis 4'■145 plf x 1.95 ■ 1450/raft 15/32 WITH JOINT'S 5TA6�¢ED SHEATKNO SHALL OVERLAP AT KN00A 4 DOOR 6 — fes all mernbei A A --HEADS TO ALLOW LO TRANSFER AROUND with 06d nags o 60 OrC. on edges and 12" 0.0. on - Gr !e stud 9" O GOLI.E�GTCNtiS/bRAb STRLrI'S f' �i memberstom. G tions RequM � � �` Ys=� � 0 2nd Floor TYPICAL rRAAED OPENING 0 0 ■ Uplift connoctom as required use (2) toenails each stud to pi ° use (4) face nalis each stud to�o '5400 ® point "A" See Design '°Notes 2X6 BLOVONcS AT SEAMS 40'70 / 1530 ■ (4) lod nails min. o _ + I 2400 pit For mi For applicability �. TO LOAD PATHTRANSFER w; r ■ fl. Plywood sheathing to be � Studs ■ _ i 153/52' PLYWOOD SHEATHING blocked wf% 2x&ls at all seams WITH JOINTS ST Notes ! its . to ensure continuous anchorage x ■ Plywood sheathing shall be Uplift / 2X6 MALL STUDS tit " x overlapped from first to tory i s BOTTOM PLATE Na I I to roof Connection A � ,� to maintain load Imo• i '� last Floor, � 2x6 SILL PLATE shear on lod common il in 2x ■ ISM/face Walled A A ■ GQ��J naHL in use (8) IOd cornmon nail /rafter ■ 15-" /face nailed x (8) ■ 10600 OK ® u E, ALL sHEATHHA INb SHALL IM (NST,4LLED IN STRICT wa x withch l capacity on lod com"wn Wali In 2x ■ 360/face nalled � � stud to plate a t each f I o o r ISNOTE,cJ� 'lE�tl~y u�LL DETAIL t 1 I T>-t ACCORDANCE WITH 1�PSI6N RET�NGE. ANY .r s- shear capacity on 10d common Hall in 2x ■ ISEI�/ face nailed DEVIATION FROM DE516r1 SHOYW MAY REWIRE use (8) lod corrrran "ori' /rafter ■ 360 /face malice x (8) ■ 4480 o1c withdrawal ccapacity on 10d common nail In 2x ■ 36«� face nailed Opening Framing Detail RSM D OI' NI1�G D T iL ADDITIONAL STRAPPING. _ ■ 1270 / toe nallod scale: I/2"■I-0" scalar I/2"0I'-/,N shear capacity for shearwall assemblies IL ■ 15/32 plyrlood sheathing 8d nails a 6" ort ■ 2400 pit i ■- wood aid" _ ■ 2x6 framing a 16" O.C. provide stropfrom loon Joist to girderLateral for 120 mph wind W1-CM rl�Id Insulation �acb Treated plate 24'■248 pit 0 56/24 x 13 ■ 96S pit x IM ■ 4860 sealer Insulation ood sheathing termite shield i sill 0 Ridge connectom as required f�2 PI to ail members 5/8" X12" long anchor botte o 1-1/40 x 20 guage steel strap W/ with 06d nails 0 6' Or*. on With s" squc ro slotted washwn o Tension cWmlty of 500 pp rater edges and 12' 0.6. on a s2" ora. within 6" - I2" from o sheathing fastened as per manuPacturer r Ion intermediate members end of plate section and ov joist 4 plate '7N min Into aoncreto foundation 12 455 MacDonald Grossing Foundation to p I ate to stud "0 I " MOTS: 1- 'el, "®W York Il scTM a 100-145-04-011 Lateral for 120 mph wind WCM upin capacity on 10d common Hall in 2x ■ 1270 / toe nailed 1. The widow sizes and styles shown on these drawings refer to "Marvin Ultroxl 1270 /too nailed x tea) ■ 655 0/ stud 5/40 d"a. bolts a (?a comet on COIR TIES ARE ow This is for the purpose of Illustration and prlcing only. II 25, 2015 8'■182 plf x I:13 ■ 1760/stud . 13182 plywood ■heathMag 8d nails o b" ox. ■ 2400 pit RIDa5E STRAPS ARE NOT 2. The correctors requVed or shown on these drawMagm for Hurricane Resistant Residential Gonstructlon shall 2015 4'■I43 pit x 125 ■ 1450/stud 2400 pit x IDS ■ 5192 0/stud �i le t0 plate to Stud "�i2" meet or exceed the design roquM�rnsnt as shown on these drawings and shall be installed In accordance with the Tension Cq'=4 of 3/8" anchor bolt ■ 38"13 f each of 5 4' bolt ■ '1030 0ti each the manufacturers requM�9milorts. The contractor may used May product whkh will provide these design e�pecfkatlons. A-5 Tension 0apacity / Products on manufactured by 'slmpson 5b�ongtle" aro shown for the purpose of Illustratlon and compliance only. Shear Capacity of 3/8` anchor bolt ■ 50= ft each Shear Copxa N of 5/4' bolt ■ 5680 ft each Ridae Th Connection S. ese construction documents have been prepared by or under the direction of the Architect rune seal and s scaler I"■I'-0N hhavvo been aPftcod upon docunents. Anyattadd , ff deletion, or revlslon to these documents or fife work pwf Connection Details ese thvlof oNew York State Licensing Law, tend anyone who dk.cts scale, 1"011-0" tiladditlons, deletions or revisions ss will be held responsble. of 5 Top of Floor+ 110- Charles K Southard Jr. Survey of Property finished cover grade +10.0' Top of wail Lot 10 4 westerly Half of Lot Of T of wall _ *q A R G H I T E G T Map of Edgemere Park °I+sS' = grade +�i•O Invert rl7p"71 Inv + Freed -i-2-Ig3l Map # -142 To of rad — flow Ilse– q O0, 455 Bay Home Road situate p+50 = 10'-0" = Ii ula' _ ! Southold, New York lia'71 Laurel _, _, a o ganor� , Phone (651) 4-11-5228 Town of Southold +�� ! ; vel Ilyuid Suffolk County, New York = Bottom of Leaching +432' 4'dia cross over cwsorchitect@optonline.net GO�se " Bottom 3.32 Bottom of footing Lot Area = 14235.17 sq. ft. Bottom of footing - Highest expected Water Level +1.32' pipes 8 above bottom yet•Level +1.32' ! +4.0' Vertical Datum Mean Low water 0.00' +4.01 clean coarse sand Elevations are referenced to N.G.V.D. 1188 Datum NOTES: Lot surveyed by Michael K. Wicks NOTE5: Land Surveying .lune 5, 2014 I. Minimum leaching system for (4) bedrooms of 300 sq•, ft of y g I. Septic Tank for (4) bedroom is 1000 gallons Site PLans scale I"=30.0' MaGflonald Grossing sidewall area (5) pools of 3' deep x 8' dia. 8' long x 4'-3" wide x 4'-6" liquid depth EP+4.0'1' 2.1-eaching pools are to be of reinforced precast concrete 2. Concrete 3000 psi min rings with covers, domes, and or slabs 3. 3" wall thickness, 6" to and 4" bottom 51te Plan 4 Location Plan yor >= +s.12' 6 O 3. All covers shall be reinforced precast concrete ail reinforced for 300sf x sed 0-7t 00"l: A w 4. Seal all Joints watertight ti EL 40 m ;n 4. Maintain 10' between leaching pools and water line R=15' *b 0 5. Install septic tank level on a 3" bed of compacted L=24 5. Maintain V between septic tank and leaching pools sand or pea gravel m +eAm Q 6. There are no wells within 150' of property lines 6. Maintain 10' between septi nk and house pE�A�CyT „ itory Sys m o, T Approximately 150 cy of coarse sand or pea gravel fill G^� C-1 S�t1Th�i O� m _ ° 5anitory Profile ®cont v ' amu. scale 1/4" = I'-o° Finished fade ' u m 4 o " El. +5.12 g ` m �. xr r e +O.O' O _ �`� a � MacDonald Grossing , ®� OQ Mixed scrod cl 8 loam — o osed tiara I +ao, 2' a a Location Demolish 4 Rebuild Wood Pale brown Pine sand F=rame Residence for s 5.8 SP 1.92 Chris Mons Water in pales X groat recado Bcu1 ... brown Pine sand clean and_ %g E LOGATI ON PLAN 0 7 SP' wa I®vel gravel Vill 6 foYPinter in waterproofing REINFORCING BAR SCHEDULE brown bog a, Pt 12"of gravel KEY REBAR 51ZE REBAR 5PAGINCG Water in brown finished grade Qsad loor EI +11. 10 silty sand backFlll ________ ® #5 12"O.G. Pinter in pale _c d # q 12"O.G. brown Pine sen gravel bac III © #4G- TB+7.66' Sad OF test holeC I ® #4 12"O.G. MacDonald 6eosclence-a _ �_I-- + . 2' 'iy? #q,2015 = ® 455 MacDonald Grossing od bvlkhead ! RETAINING WALL not to scala Laurel, New York ` FIRST FLOOR PLAN Habitable Floor Area = 15521 sq. ft. S.G.T.M. NO. 1000-145-04-17 w Garage Area = 528 sqq, ft. " - � o �TB+6.8' Deck Area = 7b7 sat ft, ' TOTAL Area = 2,541 sq,. ft. = 2096 Lot Area = 14235.1"1 sq. ft. to mean high water mark Jul I"1, 2015 _ Impervious coverage area = 2082 sq. ft Building Area y o lkhe d '_ PROPOSED SITE PLAN Aug 25, 20I5 Mean Sept n 215 Hlg ter M TB+6AND BUILDIN& LOCATION The proposed lot coverage 284"1-sq. ft./ 1425 or 20.00 % J2O016 e Of t� Di� INAGE CALCULATIONS: = 881 sq. ft gravel driveway June 21, 2016 S- 1 \Mean High ter Mark3 is Sad 44' ir, B µ463 �5 area Material• area run-off Goof. Rainfall = volume = V.F_ 43."15' wood bettyBuilding Roofing 2082 sf 100% =.16'1' =34'11 cf Mean Low Pinter M TOTALS Use 8' dia. Rings ®42.1 c-1./ v.f. 34-i.-T c.f./42.1= 8.26 of Use (3) 8' dia. 2' deep leaching pools and (1) 8' dia. x 3' deep = cl of of