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HomeMy WebLinkAboutTR-8427 ill,�� John M. Bredemeyer III,President ���, o�so, LI40 Town Hall Annex X1 54375 Main Road Michael J.Domino,Vice-PresidentSig P.O.Box 1179 James F.Kin Trustee ` Southold New York 11971-0959 g� % a, ' Dave Bergen,Trustee • 4�a Telephone(631) 765-1892 Charles J.Sanders,Trustee ��� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1173C Date: October 5, 2015 THIS CERTIFIES that the construction of an approximately 2,832sq. ft. two-story dwelling with basement and garage under; add approximately 200 cubic yards of clean fill to raise the grade for sanitary system and around dwelling; installation of two (2) +/-12'.stepped retaining walls for basement entrance; construct a wood deck 36' long by 8'-12' wide with steps to grade; establish and subsequently maintain a 50' wide non-disturbance buffer adjacent to and landward of the edge of wetlands with a 4' wide access path to the water; installation of gutters to leaders to drywells to contain roof runoff; and the construction of an 8'x8' deck extension with an 8'x8' hot tub onto the seaward side of the existing deck; At 435 Bay Home Road, Southold Suffolk County Tax Map#56-5-22 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 21, 2014 pursuant to which Trustees Wetland Permit#8427 Dated May 21, 2014, was issued and Amended on July 22, 2015 and conforms to all of the requirements and conditions of the applicable provisions of law. The project ,for which this certificate is being issued is for the construction of an approximately 2,832sq. ft. two-story dwelling with basement and garage under; add approximately 200 cubic yards of clean fill to raise the grade for sanitary system and around dwelling; installation of two (2)+/-12' stepped retaining walls for basement entrance; construct a wood deck 36' long by 8'-12' wide with steps to grade; establish and subsequently maintain a 50' wide non-disturbance buffer adjacent to and landward of the edge of wetlands with a 4' wide access path to the water; installation of gutters to leaders to drywells to contain roof runoff; and the construction of an 8'x8',deck extension with an 8'x8' hot tub onto the seaward side of the existing deck. The certificate is issued to CHARLES &MARILYN SOUTHARD owners of the aforesaid property. • Authorized Signature 1 ,'g " Town Hall,53095 Main Rd. John M. Bredemeyer III,President ,,f`� 0�F0( e' Off' COG P.O.Box 1179 Michael J. Domino,Vice-President �'�� - aN o : Southold,NY 11971 James F.King : y x Dave Bergen V p �i Telephone(631)765-1892 -AD �OOIo'1 Fax(631)765-6641 Charles J Sanders * Jos BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: 7` 0 Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, silt fence 1st day of construction '/2 constructed Project complete, compliance inspection. INSPECTED BY: COMMENTS: CERTIFICATE OF COMPLIANCE: CC# : C15-31606 ) / Fib .xtCgry COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A..PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 08/05/2015 under Liber D00012826 and Page 872 and, that the same is a true copy thereof, and of the whole of such original In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 08/05/2015 . Ei.4' iL•', �' ' ., G is `', SUFFOLK COUNTY CLERK h ' t i i : 4:::::;24,�4z.L Q. 4............e, AUG — 6 2015 �+ JUDITH A.PASCALE SEAL I 111011 1111 VIII 1 11111 VIII 11111 11111 1111 101 III 1111111 VIII 11111 IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 08/05/2015 Number of Pages: 7 At: 03:46:41 PM Receipt Number : 15-0105334 LIBER: D00012826 PAGE : 872 District: Section: Block: Lot: 1000 056 .00 05.00 022 .000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $35 .00 NO Handling $20.00 NO COE $5 . 00 NO NYS SRCHG $15.00 NO TP-584 $0 .00 NO Notation $0.00 NO Cert.Copies $8 .75 NO RPT $60 .00 NO Fees Paid $143.75 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County 1 2 7RECORDED ger of pages 2015 pun 05 i i3:46:41 PM JUDITH A. PASCALE CLERK OF SUEF1:1Lt� COUt•?T'•, /This document will be.public LOU.000012826NT record. Please remove all f Social Security Numbers 72 prior to recording. Deed/Mortgage Tax Stamp Recoding/Filing Stamps Deed/Mortgage Instrument 3 1FEES Mortgage Amt. -I)Page/Filing Fee 1. Basic Tax 20. 00 2. Additional Tax Handling Sub Total TP-584 Spec./Assit. Notation --- i or Sub Total Spec./Add. EA-52 17 (County) _____—_— TOT.MTG.TAX EA-5217 (State) ,-' ',� Dual Town Dual County R.P.T.S.A. 11:144----- „,e ,, Held for Appointment 5. 00 S^.�,, 1 :, Transfer Tax !3':'@, o Comm.of Ed. _____--- ,`� JA1i.1411V/ 1.t” Mansion Tax Affidavit .------ ,19..=,---'. J The property covered by this mortgage is C, tried Copy or will be improved by a one or two ,� � family dwelling only. ` 15. 00 arge Sub Total YES or NO Other ------ YIf NO,see appropriate tax clause on Grand Total—� - page# of his in-trument. r' © Community Preservation Fund 4 Dist. 2964907 1000 05600 0500 022000 ,�—,,. Real Property Consideration Amount $ `� n�', VIII IIIII111131Tax Service �P VIT� TSH 11111111 CPF Tax Due $ Agency \ 21-JUL-15 • Verification Improved Satisfactions/Discharges/Releases List Property Owners Mailing Address Vacant Land 6 RECORD & RETURN TO: `i�k l'� SC *0Q TD 66C bt \Afrii& tW TD �l9(- a-Y)U3 N%-/ 1 l Cr/ I TD Mail to: Judith A. Pascale, Suffolk County Clerk e Title Com•an Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffoikcountyny.gov/clerk Title# 8 Suffolk Count Recordin . & Endorsement Pa s e J .Lt ����� made t This page forms part of the attached (SPECIFY TYPE OF INSTRUMENT) aha( Q u.. r Of The premises herein is situated in 1ITIM SUFFOLK COUNTY,NEW YORK. TO In the TOWN of a lit 14 ft'ered In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILIN(( 12.0104..10108kk DECLARATION OF COVENANTS THIS DECLARATION made this 18 day of July , 20 15, by /,/ Charles W. Southard Jr. and Marilyn Southard , residing at 435 Bay Home Rd. 6 Southold, NY 11971 hereinafter referred to as "DECLARANT(S) ": WITNESSETH : WHEREAS, DECLARANT (S) is/are the owner (s) of certain real property located on 435 Bay Home Road Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 56 , Block 5 Lot 22 which is more particularly bounded and described as set forth in Schedule "A" annexed hereto, hereinafter referred to as the Property; WHEREAS, the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold (hereinafter the "Trustees") pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor, and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS, the DECLARANT(S) therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities; and WHEREAS, as a condition of the granting of a Wetlands Permit to 1 f F.? AUG - 6 2015 Y ` Naftl �fl�ttE �_ undertake such regulated activities, the Trustees required that a 50' "non-disturbance buffer" // adjacent to and landward of the wetlands with a 4' wide access path to the water NOW, THEREFORE, the DECLARANT (S) do/does hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities there shall be established and subsequently maintained a 50' wide "non -disturbance buffer" as defined by Chapter 275 of the Town Code; and as depicted on the Site and Sanitary Plan, prepared by Charles W. Southard Jr dated March 27, 2014 , see Exhibit A attached; and ID IT ? TTiNcitteD 2) These covenants shall run with the land and shall be binding on the DECLARANT (S) , his/her/their heirs, assigns, purchasers, or successors in interest and may only be modified after a public hearing and upon resolution of the Trustees. IN WITNESS WHEREOF, the owner (s) has/have duly exec t-- this nstrument this day of UST 3 , 20 )$ �� Al I d MR . 1 OWNER'S ST ATURE .1. � 44404 �_ _ _ _mssII /'WNER'S SI NATURE 2 Uniform Form Certificate of Acknowledgment r -i State of New York County of SCS FFoL On the _5 day of k6UST in the year 20 kr before me, the undersigned, personally appeared Cwt • 50v142O OP- HM v1K) Sa ortiogeD personally known to me or proved to me on the basis of satisfactory evidence to be the individual (s) whose name (s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity (ies), and that by his/her/their signature (s) on the instrument, the individual (s), or the person upon behalf of which the individual (s) acted, executed the instrument Notary Public MARINA KOKKINOS Notary Public-State of New York No.01 K0619194 Qualified in Suffolk County My Commission Expires Aug.25,2016 { • ..-.—.4.44-------.. ..i. 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ACV.Veticyx E tO•74.1.2. iky ---1,7 eitttv5ohcr.fol.4 gro Ito ntatovoo ow oxr.0,-Agt o!,,,o.00, no,....,f3 pawo o.4.,.a.t. tort or .20 c-mar-tod -a,,,,,Vre 051146,t Stnia,..ft tap=al Vara 122a/1•11Y-2, 5..'.11-:,:re 5 t:..4.-a•ft-,,opt,c:am cr,c A.o....rr-9 a.a.a.a, tar&Se paa 70161 '- at1 6 1kat-`44.1 C.SCG fspic t.2.4.Gra*stoStit — . =1' ,,,, •• '...'",.. b l 4 • t n SCHEDULE A • 1 / ALL that certain plot, piece or parcel of land, lying and being in the Town of Southold, County of Suffolk and State of New York, known and designated as Lot No. 20 on a certain map entitled Map of Subdivision of"Willow Point" Arshamomaque, Town of Southold, Suffolk County, New York, and filed in the Office of the Clerk of the County of Suffolk on June 16, 1966 as Map No. 4652. TOGETHER with the right in common with others owning lots in this subdivision, to the use of a marina and beach area as shown on said subdivision map. SUBJECt to such regulations and annual assessments as may be prescribed by an association of property owners. SUBJECT to Declaration of Covenants and Restrictions recorded in the Suffolk County Clerk's Office on July 13, 1966 in Llbger 5991 cp 460. 'SUBJECT to Declaration of Covenants and Restrictions recorded in the Suffolk County Clerk's Office on December 7, 1967 in Liber 6069 cp 45. / ilei .. et chi I — :- '� � ,...;:5 –.." ‘�+ _..,..44„.._..--;,,,,__ . • ( .,"74'-'-''• :4,' = .:#J A ..''' $: Oy'9‘ "d41', .';.-7‘.1'717'' t;\ 1(+M;g;1 If''':iig,r3,;,"n::.:'.:\.,Y':.771et",:".%,\ � 1.:x,y!.a1 f.-.-- ts.1Zn., ..�._..... . .......Y..,._...� •.--- .._.._.._...,_.. ., '''.. . ... !•! ^t":„.4'61 I BOARD OF SOUTHOLD TOWN TRUSTEES ...;"4 i r SC1i3TBt�LD,NEW YORK `0,,;/ 1 ' ,),..• ;, S 2l 2a1 ..7,..:\.1 `''•:.:` ,“:,► 'I ISSUED TO: CHARL,Es& AxtiLYN SC)t,ITBARD 4 `.,,.4t�9�, :..�,�` PROPERTY ADDRESS: 43 BAY :g1VIF.ROAD S+()UTB1� : ' '/..'.:•:•11. SCTM#5r-8w22 11,:rii:vri. _cp x ,., ..; AUTHORIZATION F Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in with the Resolution of the.Board ofTr'ustees adopted at th meeting held on LJ 4 L and m 1 .'`�:�'"�'! ' accordanceid byCltar[�s&lk+larilyg�l and subject to the ' `A.' consideration of application fee in the sum ofS �. l 11 k r �;,o ; Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and perrntt;, w the following i*,'a :c.,, \.,, approximately 2,832sq.ft.two-story dwelling ; Wetland Permit to construct an app y i t ,agarage under; add approximately 200 cubic yards of clean fill to '�,: with basementhegrade andrproposedsystem and around dwelling; install two(2)*12 .,, raise the grade for sanitary•y a wood deck ...k, '' i w,i stepped retaining walls for basement entrance; construct a wide' loNon-S�_ \ 12' wide with steps to grade;establish and subsequently `.' I' Disturbance buffer adjacent to and landward of theo edge of wetlands n roof rtwide• ; tv.path to the water;install gutters to leaders drywells during j-• �� access pat �`':. �'v, and a line of staked hay bales with silt fencing to be installed and maintained ,::.. 1 construction; and as depicted on the site plan prepared by Charles W.Southard Jr., 1 oto K rstamped approved on May 21,2014. } di ILA.,last dated March 27',2014 and pp 1,1 o,:�, s::.,,'. ii IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, ., •. + i and these presents to be subscribed by a majority of the said Board as of this data. tt(.4 psi. i ,, ...//«}...,. ,! — �(,y...• I's '•-i i r j /#,Q � Y��"�., . w X :..r. ... .yi,. a ,.►r.a 2727^' +!/``W • `k ;.� ! t�+� ifs. 1'/� - lip f: i; , ; rcfp, ave e n-. s n -- r 1 ,'pct , `! ` "�t` �°. ' ` �J ��� �� Charas , .al. '''� Soar oF ye� Town Hall Annex John M. Bredemeyer III, President � �•� \ Michael J Domino,Vice-President ~ O . 54375 Main Road 411 * P.O. Box 1179 James F. King,Trustee Southold, New York 11971-0959 Dave Bergen, Trustee flyQ Telephone (631) 765-1892 Charles J. Sanders,TrusteeFax(631) 765-6641 COUNTIts" BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 22, 2015 Charles Southard 435 Bay Home Road Southold, NY 11971 RE: 435 BAY HOME ROAD, SOUTHOLD SCTM#: 56-5-22 Dear Mr. Southard: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, July 22, 2015: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#8427 to construct an 8'x8' deck extension with an 8'x8' hot tub onto the seaward side of the existing deck; and as depicted on the site plan prepared by Charles W. Southard, Jr., Architect, last dated June 19, 2015, and stamped approved on July 22, 2015. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, "rot,- 4,,,N 60441„,),70.=r John M. Bredemeyer, Ill President, Board of Trustees JMB:eac I John Bredemeyer, President /\y Town Hall Annex Michael J Domino, Vice-President ''ice° °°s I 54375 Route 25 , James F King y + _ P.O. Box 1179 Charles J. Sanders oar *'$ I Southold, NY 11971 Dave Bergen °y�oi * ya° � Telephone (631) 765-1892 "Ii Fax (631) 765-6641 II Southold Town Board of Trustees Field Inspection/Work Session Report Date/Time: ; u2:lyet y CHARLES & MARILYN SOUTHARD request an Administrative Amendment to Wetland Permit#8427 to construct an 8'x8' deck extension with an 8'x8' hot tub onto the seaward side of existing deck. Located: 435 Bay Home Road, Southold. SCTM# 56-5- 22 Typ of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland / �I Part of Town Code proposed work falls under: N Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion ✓ Amendment Administrative Emergency Pre-Submission I Violation Notice of Hearing card posted on property: Yes No Not Applicable Storm Water Management Review: Yes No Not Applicable Info needed: Modifications: II Conditions: ( I/ f r tr.... rt....a-14...J • Present Were: J. Bredemeyer /M. Domino J. King D. Bergen C. Sanders Bay Constable Other Form filled out in the field by )7t) Mailed/Faxed to: Date: L 11 James F. King,President ,I�i�__�````�of S0u7 Town Hall Annex Bob Ghosio,Jr.,Vice-President QV' y0l 54375 Main Road O P.O.Box 1179 Dave Bergen % . 4% Southold,New York 11971-0959 John Bredemeyer li ct, G Q % I Telephone(631) 765-1892 Michael J.Domino =4'� >,_ .&-. 00� Fax(631) 765-6641 NJ ! L1) , BOARD OF TOWN TRUSTEES I'� i 1LII I TOWN OF SOUTHOLD `� JUL r 205 ! ! To: Southold Town Building Department 1 PLD6 DEP( tri, r.''(11 ;, ,1 _ Re: Verification of Building Department Permit Requirements SCTM#: 5Z —,5 — d . , . Property Owner Name: C o..r ICS )(Aoars, Date Sent to Bldg. Dept.: 7/145-45- The Office of the Board of Trustees is forwarding the above referenced application for verification of the Building Department's permitting requirements stated below: YES NO ' I the proposed project require a Building Permit. Will the proposed project require a variance determination from. ti3eZoning Board of Appeals? Will any part of this application be considered as Demolition as described under Town Code? COMMENTS: II ©7 /o /S— Signature eviewer Date 1 e,„ iiii John M.Bredemeyer III, President �0 ��0� SOii1.1 ' Town Hall Annex Michael J. Domino,Vice-President �°' '`s . 4 ; 54375 Main Road P.O.Box 1179 James F. King,Trustee ; Southold, New York 11971-0959 It Dave Bergen,Trustee �► Q �� Charles J.Sanders,Trustee i0 it Telephone(631) 765-1892 ,91, 4. ' ,� oo Fax ax(631) 765-6641 ----..... . -.0. , , I[ L , , :,., ,..„_, • 1+ BOARD OF TOWN TRUSTEES - ' j TOWN OF SOUTHOLD JUN 1 9 N115 ' APPLICATION FOR AN AMENDMENT TO A WETLAND PERMIT DATE JON) 0 i-Oic I OWNERJDW7\N1gJQHONECO63 ! 24---/ si/b 1 MAILING ADDRESS 4 3,S Wt \-ko Ft SO Mod) AGENT Li f` PHONE ADDRESS PROPERTY LOCATION 4 125- 5/)<"1 1kb kit '` o ;1- o) TAX MAP NO. 1 00 0 "' 56 -Qc -2-2_ 1 0 erequest an Amendment to Permit# to (PCO A 01)i 81 iXO1L- ,c� 1 TOD ON IT e1. 0 6/ Signed By: 1 1 , Charles W. Southard Jr. ASCI 11 I E T Canal to E3udd's Fond 435 Bay Home Road v°mir Southold, New York II0171 • ��� °� Phone (631) 471-5228 O + Top of Dock +1.0' °-- '` 40 cwsarchitect@optonline.net Wooc ' !mmour , wT20 rop o�.xekd0 � o p-y Q � Canal to Eudd's Fond 5 T•-of exletl - .. .y4A \\\ �p 1 tee'` ' 4 \ � O.� 4' Lot # IS / , 1 ".•• wat.�` Apparent High Hate C .f+ Y +O /°�q 1 `\ ,`: '.\\,.\\\, Top gBulkhead Q ‘ ,`‘,..\-- e. ,r lee. . O� �� • X66 . • 011 , a ,�F„� ! •erge•Qf tbittande__ s �� 0 1 Top"'., ,t9 ad�.� `� _-- Top of exietIng Bulkhead CZ o e . \ It EDGE OF TIDAL -- 1 1(3 0 2004 / \\ ON OCTOBER 4 2012 a CNI 0 , 0, //a. s\ ,,+' `\\ Top of • ave -ath EN-CONSULTANTS,INC. ` -Si X10, \ 50'Non-Dieturbcvwe I 04- Oft +oA \ 4 Non-Fertilization 194: e .�c 1 + e• bales • \ IQs f�'k I ) C�Top at!, xed �r Q' �7 clearing It Ilse \1 Non-Fertllizatlon BO or /' W a a oack -� / , / '• 7;-- �� ; a 1 D O\ Q '� \y /fie ' O ,6, To-.6A0 \p,' 1 �; O \O�� QP� ,� .\ ` ,z Ai4.� Top of Floating Dock + 1.0' a • �\♦ :1,w i ;' I TO• of existin't4 Hilo:, 'y `ft, •, 0Q Z NE A (EL r7�i/ /;/ � `� staked I' bales / y LOt ICJ �� \ d� Si ZONE X�+sa--rte-.- ____�� --„4---,--•,�. ot�g I.It.lfne ; , '�. ` Hate • Water i- - __ ---�- E _ �' 9,o'\\ " �, r'. Apparent High 4%4444, 0 ' `'�•>�,,, _ ti0��,,.0'�NE Revegetate with Natural , `\\ w •` , . \\ ,\ `. I T6+rAo ; - ,mac;-"'; pla1%,ntings ,,/ o , , / -► \\ \\\ Top of existing Bulkhead 8.00 r/ �., I i� \ 1 Waterfront lantin s C \ I ' .-- T6+8.00 1 T6+1A0 -X ♦ C� \\\ \ \\ \ \ \ 1__. • V EL.6.4' grade +6.4 I 'D+4A I 1 retch T6+8.00 ♦ \ \ opp \\ \\\\ '-- T6+4.00 j Dark Brown I " ; Wall T6+4.00 / b / 1 • \ Glae Loam OL + T6+logo 1 & EL.5.4' (( I, y 1• 1 n T6+10.00 ,//)I , 1 ' m+115 (�� , 'Qp op.raise# �'�� \ S2"� soap $ e7 epi ze7 / oo ' SQ'cj \\ EL.4.4' \ Brown Clay CL ` Haaa Ded� j �'�/�' / Walk ay X3.5' EL.5.4' \ 3.0' / R /'\ ♦'` ,nc� . edg'e.,of tiands� Pale brown fine '- - /�/ • 1 Q 11 4' eta• `t lecc..��hLg to coarse sand SW o $ bARAbE , dgrcre�e rl,� I J ' -----,,,,,2' s '-___.....-- GROUND Top of existing Bulkhead EL.2.4' 40' III Z oBASEMENT Mos+bA i I+ Mos+6So I1+4,�eRour(D rw*Elz .. .1 / jf'lo / To/ftEorTIALTtANsi: Path Water In Pala brown find 1 -� a 1 . + , to coarse sand SW 4' _ , I lo' to i i :•://it s $ 1i n , r AS FLAGGED BY •McDonald 6eoscienca `\ ; / /14.56'lit « / 1; _ ♦ / ON OCTOBER ci, 2012 Januar 14,2005 Q `\ Il 3� January Top of Fna Hon+15 1 / ► . 11 1 �-� `, +3. EN-CONSULTANTS, I NG. ' \ T6+10.00 ,e„ TG+5.66 ,,,, i 1 4.5 of �•-rave/-ath (N TEST HOLE 0 I , , I S\ ♦� Top E•I 121 "Y +b. \1` , ,`\'` eto% i G 3.66' 1 C Tb+ID•G,1 I 1_ 1� \ - Q Tg+IOA' III!!! -steps ; €Y r o 1 , 'i 50 Non Disturbance V , ' - \ I T4+9.4'1 \ 1 Q `\\� Q I `�,\`` i(----•\ i q 1�\ R �I re_+$hl") ' § Ii ``\ +5.0\j�♦ ion-Fertilization Bluffer ' A. 1A, = 1 \ l r +lo d `�'; \ I r6+r.o 1`t •\ , `\ �C I R T9 1 \ \ to oi \\ ' \y.\(\ ��, T +4.01- i \\ �y 1_ \` IN ♦ \\ IIr +4./ 6. 1 Q W tee hole \\`\ ,$'..,0)3<---: Tg+4A rg+8A' ; \ I • oin °c ---4„\, I I •/ \\`\ S 1 Tavel $ rV wv I \ �� ,, 1 0 r +g.o• ---- I driveway , •`. i`. / `\ Q50' Non-Disturbance 10 (�°Qer*» ; ' '' . 9 t_` `\\ ~" '°'° `\� , ` cIe• limit line �� Non-Fertilization Buffer \hO 1 ''t I `, 1€4�r TG 3A - --- SSD.' \`` -------- `\\ e\\e v' I I \ T1.+7A' jfi 'Ym 1 6 /, /' \ . ...,..k.k I too 14'x' < \ -- I t War meter .�o • I, \ \iitil?`\ / E 4+4.o 1 d" ( - \- - - - - - - •--- Tc w5 1' +4 �-"' -I andf - Iiia w/t',41 (� / TG-'46.00 \ aN I N5/01 14' 50" W \ ( u �,or ♦ \\\ • , 1 f anis. �S U e \ /"O/ 11 1 \, MAP OF WILLOW POINT SUBDIVISION / �i i \�`\ \\+ �\ 1 I File 4652 Piled June Ib,Igbb 1 `. `. ZONE v ♦ +4.5 j/' 1 Situated At 6.31 EDGE OF PAVEMEN- +an\ 3s 1\ 3A .. EDS-E OF PAv1=1'!EtiT 4\�`�� (EL. /, / I ARSHAMOMAQUE 6 ♦ -1 I 1 Town of Southold - --- --�ASFfA7FI ; erlrrrrr ♦ ; .. .. �t ;' 1 rr ' .....®..r.....r.r.rrrrrr _ I' it,'fine ca 1 , �� Suffolk County, New York '` N. O N S X 1 1 rr r s�r........r.®®� rr►f••••14,te• r•` _ - -_ h/ I i% L''''-\\ *SGTM# 1000-56-05-22 BA"I' HOME ROAD \\\ + s 'r - 1 �/ i •Oso,,,` / ' ®®e ^� Area = 13,834.65 sc�. ft. or .318 acres______ _ WATER MAIN (y I .,,"*+,,, O .r`is 'A` �` ' 0 gs w o SITE PLAN W rr rr•rrrrrNrrwrrarrrrr..rrrrkrr.rr.r.rr.Nl�rScisrr. ■r•s°a--yrI° scale I" = 20.0' v TS +7.00 1 i, NOTES: 1 + .`'7) ' I. Elevations are referenced to N.G.V.D. 10188 Datum TG +8.00 ' ' 4,,,___-..,„ : i 2. This property is in Flood Zone AE Elevation 6 X as shown on flood Insurance -% TG +1.0o �� _ rNeatlaining TG +8.00 ;x\ `'J 41:::::: ti *-- 1 , Rate Map # 3610300158H Zone AE: Base flood determinedNI 3. All information taken from survey by Nathan Taft Corwin III I TG +10.00 / Land Surveyor dated April �i, 200 , modified on January 14, 2014 h/' $ 1 ttt11 TG +10.00 j' I SITE SANITARY PLAN 4. The total lot area = 13,834.6 sq. ft. 2000 TD +11.5 ib7 eb1 25.612000 I 5. The Adjacent area ( total lot area minus wetlands) = 13,610 so. ft. 1 Wood Decl\ / -I 6. Impervious coverage area = 1616 sq. ft Building Aera • 145 sc�. ft stone/cont walk wall +5.81 TD +14.83 't \/ /1. I I I I /,/ 1. Pervious coverage area = 361 sq. ft Raised wood decks = 1161 sq. ft gravel driveway S. The proposed lot coverage over the adjacent area = 1,821 scq. ft./ 13,610 or 13.38 % of adjacent area I jr 1 ' Budd's Pond II ' a APPROVED BY _ _ ., Q 1 1 ` M 1 ,�, , BOARD OF TRUSTEES t � .I � "� New Residence for as TOWN OF SOUTHOLD _Ia°` -_� Mr. 4 Mrs Charles Southard t • e o JUN 1 9 2015 4 DATE JTA 1 , 0015 Lii.TE.i7/' ' % • �� 64.144 4/1FS etadir.7pir XL. II n II- - 1 � - - -w o,- - - 4, � O1 N r - - -nor- �,r 435 Bay Home Road 1 Fl "-0 ,� ., - Southold, Nev York 11.111 .fro 10 :AO i0 if g: 1v, is l , . 1 ' Al 1 I Tax Map # 1000-56-05-22 B AY HOME ROAD June 101, 2015 - - - - j k OLD FIELD VINEYARD ' S -- SITE FLAN scale I" = 50.0' of // `(;(2) 2 x 19 crce. gird`(� ) Charles W. Southard Jr. �,- - - - - TG +7.0 A R-� -H--I -T E G T / 10" dia cont A.d deck and piers \ / pier on IS" diaII) II)cr 435 Ba Home Road \ / -0 d x 12" x 5' dee•ipc ting di `p y \ �� - -S t -oTdt, Nev York Ili-il TG +5.0 // x t 0 1-- i Phone (631 `\411-5228 I `' cv 3-'-4" I -- I cwsarchitectc�optonline.net isi i • .- (w 4x4 ac post 11) t u � 1 p 1(2) 2x 10 grider tr + 2x12 strip er TG +q.0 --- - _____-_-_ -- - -- - - - -- / IO" dia conc I - _ I - - - - - - - - VTopoek +I53S - / a0 :1:43: le?'-0" loo _ - a O - O o 1♦ ♦ E - - _ N N Top of grade +6.00 Q (3) #5 bars \\ �\\\� r 10"x24" footing \ - -_♦ .7 ♦ _ `2) 2x 10 grlder - - - ♦ I- __I- - --- ,---.--- • 41111111 Top of Fnd. 10.67r Top of Fnd. 10.67\ ♦ o ♦ �r N ( O ''\i r -1 I - o .4 2/�x6/S -L - s -1 il ♦ r , I N;\ I �t o r - ! N\ �� 16'-4" I�� 0'-8 l " .2,-5,i � 21-5" 21-63"1-/ I I STORAGE �A �.._.=z �`����► / / _ _ L - — — lit- 1,, III 4'-4" - __ i�� 3 8 3-0 4 4 c Npr Nir io Tf Fnd. + 6`.50 I 2 x 8 floor. est 2 x 8 floor. est i U N / I 1 -N u► ♦ ♦ ' \ g 16" O.G. E 6 \ 16" O.G. x L\ M ak 2 x 8 floor. jst O 2 x 8 floor. jst Top of Fnd. - 10.6-1 2x6 stud wall - o In 1'VM 1 0 _ \ - H \ @ 16" o.G. III 6 H = III , r,'-o" ♦ 16 O.G. x E = 21 -4 / m EASEMENT - mop-of-fn f=4 -r-6.�0 -I- - - - .-- 13'-2" �), 6'-8" // 4'-4" m / I- -� L Top of Fin. Fl + 6.50 x x O I I 3'x I' o O ry op of Fin. Fl + 6.00 - - L 1LL J f III - ° I- III - m III - - 3'x 'xl' \ I I O I x I • BASEMENT L J m 3 1/2" steel x L J tally column �' = r N (V `c13 / 11'-2" 11'-2"iw Zi / 79 -p L c0 x i .9 ♦ \ , - \ ___ _,�— o p III o III gyp bd wall IN11 Zo o m `�--I I cv _ -� m r - - - - - _ �` PI; il'-2" 5'-8" X 8'-5" 10'-II" /4 ceiling LII J 4�'i � (25) � � � 3'x I' \/ a - - - _ = '' m- - _ m r II 3 13/4 x q I/4 micrra (3) 13/4 x Q I/4 mit^olarrn r _ _ _ _ _ \ 1= = • r- o xl \ L1J1J = = = I I 6 III GARAGE o _ L — J J or_ rn 6' ♦- I I N 3' 3'xl' = 5'x3'xl' r_, 0 Top : ': f F . FI + 6.00 + o •o L J + L 00 es r c 6 4 -" -(5) 2 x 10 girder 2 x 8 floor. st - - floor. st tl_ g - (3) 2 x 10 girder t.) I \ 0 , 0 k0 4- 06 ♦ I = ♦El x I - - \ 16" O.G. T \ ® 16" O.G. 0 O # X • o_ Lr o ,III UI ry z, L — J K- II in v III mO 00 A I- = -' = 0 3' 'xl' - iv 3'x3'xl' Sxl6" footing _i m ~ NX A in y F _♦ I- 1 m r J s N Topof Fnd. + 10.67 a = 551-1324 X 5/8 Q I \ I Gros Section SL / lnleS m I I p f4 risers I I Top of Ftg + 61"1 HI Scale: 1/4" = I'-O" 7,,,,.. 2II5-o m i I lo'-o" �t 1_701 12x6 stud wall 22'-4" L "1/) , L 8x16" footing 3'-4" /1'17'/ 3'-4" / I Top of plat + 14.-72 I I Top of Fin. Fl +5.66 J- - 10"x24" footing JI i I i \ \♦-- Top of Fnd. + 10.67 ♦ ` \ in I- � Top of Fnd. + 5.3`4 144 •rdi p� ♦ IN 0_4 I I 2 1/2" Top of Ftg. + 6.17 r Top of grade +5.50 - s Top of Ftg. +3.16 I II'-8" 20'-4" 1'_8" O - -I / / / / 5sement Floor' ern w r0'-O" s 23'-8" RSD Holddowns to be min. 14 guage x 3" wide / I / - Metal w/ min. holddown capacity 3000# Scale: I/4" = I'-o" f fid. I +� �0 � / ��cr'�'� ,,..,,e- ?-' ,,,QS' � corners Fastened as per manufacturer Ground water + 2.4 ♦ /' '62- o .� 17E1 �o l,:,, :'''' ''.2 4 -1 To of rade +5.25 ��, � ♦ �, \ Top o� slab 0 p g 0 � �Y5ndwa I 1 , r 1 I + io.d RE I NFORG I NG BAR SCHEDULE o o ~ Corner stud connected I -- - - - _ - / v o to transfer shear .-- - - - - ~ N. __11i ... — _ __-___ I KEY REBAR SIZE REB?.R SPACING / I 2-16d commory nails asphal t roof -- -_ I O o 0 / I 07 g6" c.c. I shingles with- _ --- - 1- �n a - --- g - - - - - L - - - - ci # 5 8" 0.0. Foundation/Plan East ice water - - 7'-51/2" -- 5/S" dia. /anchor bolt _-__ -_ -_-- - -shield eaves -- :-- - ------ / / ® - -EI-evat-on .$ Section 4ip � Min. 7" into Foundation - -- _ - - valleys= - -- - ----- # 4 12" O.G. - 01 ----- ------ - -- - © 4 12" O.G. - --- 40Vil' t __I - 1'-0" NM NNO41/1/111e7 ___________________________________ - -- - ----- o R T G HALL CEJ' o Fomdation Wall -- - ___ -- - - - H not to scale 1 •t ------ ---------------------------------- cementious plank siding-_---- - --- - - - - - - - - Top of grade +5.00 \\ /^ - - - 0 2.-6,, Bay Home House uL. _________ ___„..... _____ _ -----_____- -_____-- ...________________________._. ____. GOrner' H® dd®wn GOnnection - - - - , i ________ . N.T.S. _ (w , — N. - • -_. -_ _-_-_ ...__. - 6" x6" or 4"x4" treated ___-- -_-_---- , o JUN 1 2015 - - — --------- - - --- _ - 111111411 a-, .. - ------------ _ - ---_ _-=FF +15.33= - 0 14 ua e metal -------------------- - - - - -- 0 9 9strap -- -------------------- - ♦ „ „ �, „ U „ M _ - fastened as per manufacturer ,ir n n VI rr n n n ___n_.___I --n-- n n_____P-______-- _______ __ ____ ____ ____, - _ -------- — 4x4 metal- ------------- -- + o base anchorMeirt~ min 12 ua e metal base \IIID Southold, New 1111 435 Bay eYork d - - - - - - fastened _______ -------- - -- (3) to ,'2) windov.s -------- as per r - __________----------- - ---------____--____ --------- ___ ....._._...__._._... ..- .. --- --- - ._.._...___.. July I , 2001 manufacturer ure ©� __ _-_____ concrete �' --------_.-.._......_...._--...__... ._.......• - - 0 O foundation I 3 -- _- _-_-- �e TOG• +I April 8 2014 V, W w W W W v W W V, W W V' 4, W V' W W W V- W V' W V W __-___--_ W W W W W W W W W W W W W W W W W W W W W W ., W W W W W V V 0 0 ,,((�� June IS, 2015 W W W W W W .y W W W W W W W V, W W W V, W W W .y W W W W — __ - W W v W4, V, v W W W v 4, 4, V' w .y 4, W v W W W w v W .y 4, W W W 4, v -.--_—___-_-.-.—__- ---- --- - 1 W v W C 1 e an fill' W W W W W W V W W W W W W W V W W 4' 4, W V' ,Y W W W W W W W WWWWW W W W W WW W W W W W W W yW �� .yW V ` WV, 4, V, y .y W W W W J, W W W J, VW VW W W 4' W 4, 4, 4, 4, V, W W W W W W W V' W W W W V' W W W W W W W W W W W W W W W �W W j W V, v W W vI- 4, W V, V, WW W V, W 4, 4, 4, 4, 4, V, 4, V, v W V' V, W V, V, V, v W W W v, 4, W W 4, V, V, W 4, VV' VV, W VW W W W 1, �4 W ` Top of grade +4.5 F I c pFest OsV E5V�S e Anchor nG q v VW Vv W w Vr v V, v W W Vv W W W V 4 W 4 . W 4 W W W VW VW V 4, W L \ N.T.S. W W W V, W W W 4, V 4, W W W 4, W 4, W W V, E. :Ere YoL I'- W WWV, WV, VW W W W V, W V, W W WJWu, WW WV, WTOS 7.Iy V, W W W V, V, W v, W W V, W W W W sv 4' , - - - - — — — — — — Scale: 1/4" = I'-O" _ of 4 Charles W. Southard Jr. S' R C I T T O Add deck and "no; tub" Rafter connectors as required 435 Bay Home Road Hot Tub 1-1/4" x 20 guage steel strap IN/ Southoldt Nev. York 110i11holddown capacity of 135 pp rafter ,� 36-4 / Attic Floor H I I 1 I 11 1 DOUBLE TOP PLATE Phone 631 471-5228 11 11 cwsarchitect@optonline.net • y Roof Framing - r1 -I� - 1 - - 1 -ice H I 2X6 BLOCKING AT SEAMS . g r TOX ENSURE LOAD PATH TRANSFER DECK �( V - -- -- 2X6 WALL STUDS `o 6o'-o" (I) 5/0 x 4/0 fxd (I) 5/0 x 4/0 fxd / /\ '\ /` 15/32" PLYWOOD SHEATHING r (I) 2/5 x 4/0 fxd with (I) 2/5 x 4/0 fxd with I ----1--- WITH JOINTS STAGGERED Header 17'-S" , 18'-8" (1) 2/5 x 1/8 awn above 231_8" (I) 2/5 x 1/8 awn above / I I O E A A I I SHEATHING SHALL OVERLAP AT WINDOW POOR fl _i'e 411111101\ 2'-8" 2'-5' ;,r 2'-5' J -s',2'-7 I/2"/I'-10"/ 2'-5" I1 10 I/2� cV E 2'-8" / 3'-8" pr 3'-8" /11-1"/11--1"/ 3'-8" ,; 3'-8" / 2'-5" / _ -I r -IF F HEADS TO ALLOW LOAD TRANSFER AROUND \ Cripple Studs OPENINGS TO COLLECTORS/DRAG STRUTS • • (t . Connections Re uired) I �® \ q \ �, 1-0 � - N rhtrr' �u � � � � 'ii I I - -� - 2nd Floor .o x Il :t 1NNNNN42 2/5 x 4/O fxd _( ) = 4O 2 O I I TYPICAL i=RAMED OPENING (2) 2/5 x 1/8 an above 6" `� 2 x 8 floor jst / p ct I - II� U lift connectors as re ired - / 111-2" N r9�, 51-0" _____J/ ;:-11/ 51--II" 3-5 51-5" 51-5" I �/2, \III \ m point A See Design Notes / - -�� 71 1m '( la" 0.• . For windspeed" For I icabi l it / 2X6 BLOCKING AT SEAMS 2x5 continuous band beam p applicability I L I I I � TO ENSURE LOAD PATH TRANSFER ;ii- 2 x 8 floor. jst \ \4 ),u L[J -1.1I-II -o" 7 = I II I °o I III (4}�3/5 x 4/O fxd with / I N Header Studs I I Q s I I 15/32" PLYWOOD SHEATHING 0 g 16" O.G. BATH �" (4) 3/5 x1/8 awn above L - I - I °, _ I� _� IT 7 IT 7 i- o I I I WITH JOINTS STAGGERED p V III p - Jy ii .,/, Nd U liftII a 2X6 WALL STUDS m I d I 6 -' m = I Golnhector I I I I III I 5EDROOM / 11'-2" / 21-0" o - I I I I I BOTTOM PLATE N I p 1- I I Re1cuired 1 I I I I 2X6 SILL PLATE gas fireplace w/glas •E SITTING - 'ct I I I I I 1st Floor _ �' " 11 I I _ JJ _ +� .� -41_ 1.6-__-IL V -1L-,:1)- m doors, make up air, s d / `I-0 �,. A A _ II _ILI1L - � - IL -I- i - v - 18" non- combustible =•ri '- 1_ _ _ I- - 11 I I I I - 19 O 3-8 - 0 try 011 x 111 o I J J /� I^I /� I^I NOTE: ALL SHEATHING SHALL BE INSTALLED IN STRICT _ GREAT ROOM KITCHEN N 1 S-EARY `MALL DETAIL 1 `I I T ACCORDANCE WITH DESIGN REFERENCE. ANY • x 2/4 x6/8 / N O © I m I Open ine fl om ine Detail FRAMED OPENING DETAIL DEVIATION FROM DESIGN SHOWN MAY REQUIRE 6'-!�' / x / 4'-S" `l -0 5'-6" ADDITIONAL STRAPPING. N 1-] 1 N Top of Fin. Fl + 15.33 I cis �' / 1 I Scale: I/2"=1'-O" O r �t 1 Imo" • O 1 Scale: 1/2"=1'-0" I (� N Oi 5._4.. 4' @ ` S' (V N 1 I �i 3'6 1 O m N, 5'-6" / / / - - 4- \I 1 / / -�' 8'-2 1/2" 10'-5 1/2" I I N / /� - O �LOTES: to - r- / / �t 111-2" 111-2" uuiy m /4 x6/8 (3) 3/4 x 01 1/4 mlcrclam (3) 13/4 x a 1/4 m crolam L _ V.' ►n I. The window sizes and styles shown on these drawings refer to "Anderson Corporation "Series 400 products. ' ,�/ �� 2 x 8 floor. jst E III 2 x 8 floor. jst 'cr. N This is for the purpose of illustration only. In 0 2 x 8 floor. jst ® cv N N \ \ -S'` 2. The connectors re uired or shown on these drawings for Hurricane Resistant Residential Construction shall � d x - ' O - x ® 16 O.G. X16 O.G. to q g - N I t meet or exceed the design re uirement as shown on these drawings and shall be installed In accordance with the \ ® 16" o.C. of I 0 -- x ENTRY N g q g - the manufacturers requirements. The contractor may used any product which will provide these design specifications. \ 12'-0" 5'_8" •-_, in ® m m / -1 (3)� 2x8 �y (3) 2x8 An �,'-.'\,'-2', 2'-4" �'> \ Products as manufactured by "Simpson Strongtie" are shown for the purpose of illustration and compliance only. • -- \ :t \ - _ `O_ - o DINING ROCC �i prepared by g `p / 3_L / i' O x III 3. These construction documents have been re ared or under the direction of the Architect whose seal and signature �v 1- 0 - c13'-0" - .�- have been affixed upon these documents. Any addition, deletion, or revision to these documents or the work performed n � DROOM - _ / / m n in accordance with these documents, Is in violation of the New York State Licensing Law, and anyone who directs N N v 0 �-- - b S these additions, deletions or revisions will be held responsible. - o LAUNDRY - - - '` L T�, • POWDER ROAM m _ U i III 6 4'I 8' 2" II'-O" // 5'-`" �i ` ♦ / 3'- "6 / 5'-O" / 3'-6" 9i 6'-4" ifl ). 16'-0" , 6' / (2) 2/5 x 4/0 csmt GENERAL NOTES: 2/5x 4/0 csmt �r I. Contractor shall verify conditions and dimensions and notify Architect '7 11 ii of inconsistencies, prior to proceeding with any work. f 2. The Architect is not responsible Par construction supervision unless / "1'--1 I/2" / 2'-5" 16'-31/2" , s'-6" , / q'-3" 2._5.. 2._5.. a�_3�� p specified by written contract. 17-8 , W9 4 1/2" 3. All work shall be done in accordance with all Federal, Residential Code in of New York State, WFGM, a local Building Godes 26'-4" 10'-0" 23'-S" i / / / 4. All electrical work shall be done in accordance with the National S�F !Dq^ First Floor FIan Electrical Gode, the Board of Fire Underwriters, and Residential Gode of NYS, <5�\ 5`1'1•Ups c;;. \ Port VIII, chapters 35-42. �n li s ,c ;_ , oma Scale: I/4" = I'-O" Continuous ridge vent I I 5. All plumbing work shall comply with the Residential Gode of NYS, Part VII, chapters 25-32. . continuous ridge vent 12 in 6. Do not scale these drawings. Refer to written dimensions. "\r'(. ..' , i `' - 'm ��C 6) IC \ \ 1. Basments with habitable space and everysleeping room shall have at least one openable p�\►" . _ • 2x10 Ridge Beam II emergency escape and rescue opening. Where emergency escape o ein s are provided 1---4 Architectural asphalt shingles g y p p g g y p p g pI �"�` I accordance with section ci05.2, they shall have a sill height of riot more than 44 inches. , /7 ♦ \ 15# felt, 1/2 plywood sheathing All emergency and escape windows shall have a minimum net clear opening of 5.-1 sq.ft. / Detail "A" in /,0,, - �i�� Grade floors shall have a minimum net clear opening of 5.0 sq.ft. 11 f oof ra The minimum net clear opeing height shall be 24 inches and the minimum opeing width shall be 20 inches _ `_ : 8. All lazin shall have a minimum classification ratingin accordance table R308.3 ��, `� i \ 'S from the Residential Gode of N.Y.S. Windows Glass doors shall be in accordance with Section 8613. 1st 2nd Floor Plans ` -� 2x6 Ceiling Joists 16" o. �` insulation baffles And designed with exterior windpressure based on 120 m.p.h. winds. 2x6 Gelling Joists g 16 0. . g p 12" R-42 bott insulation ci. Handrails shall be provided on at least one side of each stairway with two or more risers M\ '' ��i� �i�viikMin. I" airspace to be maintained g Handrail height, measured above stair tread nosin s, shall not be less than 34 inches location of all ridge 4 soffit vents and not more than 38 inches. nosing s, Provide stairway illumination directly over each stairway section in accordance with the IS-S 111-10" 111-10" �, / 11 - �IE Residential code of NYS section R303.6 Aluminum Gutters $ leaders „ vented soffit II. All Treated lumber to be pressure preservatively treated and naturally resistant wood. Detail ii- "3' - `o �- Zcs p Pressure preservatively treated wood and naturally termite resistant wood shall not be used as a 3/4 TSG plywood sheathing - 0 _ 3/4 T4G plywood sheathing --- ..rrier unless a barrier can be inspected for termite sh- e •- • .er R320.1 of RGNYS in glued screwed to joists glued 4 screwed to joists 12. This house has been designed in accordance wi ' a partially enclosed structure for purposes of TOS +25.00 TOS +25.00 "high wind" design I 2 x 6 studs ® 16" o.c., CONS - - - TION NOTES: m �� Y �, 1/2" plywood sheathing, cementious 75_ - J ir - - - O plank siding, 1/2" Sheetrock, 5 1/2" I. All footings shall bear on undisturbed soil of 11/2 ton bearing capacity. m _� m R-21 Insulation.and R-5 rigid insulation 2. Concrete for footings and foundation walls shall be 3000 psi @ 28 days 11-5" 5'-2" Ba Home House - on exterior. Note: All insulation and have between 5% and 1% air entrainment by volume y - to be installed IN/ moisture vapor 3. All concrete slabs shall be placed on clean fill, compacted to ci5% density.iii _ Z - retarder on warm-in-winter side 4. Concrete for garage slabs, and concrete exposed to the weather shall be - O -7 , O in accordance with section 8318 3500psi @ 28 days and have between 5% and 1% air entrainment by volume ' - - . , 5. All lumber shall be construction grade, Hem-Fir, 850 psi strength. -en 1'-81/x' - r IN s'-2" 3-2" 6. Double framingaround allopenings. jut4 1 9 2015 3/4 -4 G plywood sheathing / r 3/4 T$G plywood sheathing - - 2x6 Treated plate 1. Double floor joists under all partitions. T glued $ screwed to joists glued $ screwed to joists m 5/8" x12" long anchor 8. Headers over all openings shall be (2)2"x8" unless otherwise noted. bolts @ 32" o.c. 1. Double 2"x4" posts under each end of all headers and girders. i) TOS +15.33 It • termite shield $ sill 10. Provide metal joist hangers where all members meet flush headers „�„ -� -VI � a�� a sealer insulation Detail G - I II. Firestopping is re uired at all concealed spaces within wallpartition, floor, ��� '� pp g q p 435 Ba Home Road stair, attic, or cornice construction, and around chimney, pipe and duct openings, y 8._3.. p an N First Floor (less than 6 above grade plane)) Southold, New York Such construction shall be fire-stopped or filled with non-combustible material, m Refer to to Residential Gode of NYS Section R602.5 / in TOI^ +10 7 • 12. Ceilingfinishes shall be in accordance with section R805 Residential code of NYS 13 2008 • ` \ w 4" concrete Ii $ • 4" concrete co m Grade Plane (averagegrade 6' out from foundation wall) July j Slab with 66x1010 mesh m Zo Slab with 66x1910 mesh g 13. Insulation shall be in accordance with section 8316 Residential code of NYS April 8, 2014 • on compacted clean fill r TOG +10.0 6 mil. moisture barrier - on compacted clean fill _ 14. Wall coverings shall be in accordance with section R100 Residential code of NYS June 18, 2015 ft `fl 6 mil. moisturr, barrier 108" concrete foundation wall � <j `� \ 7 'IN 5" thick x 16 wide concrete 15. Asphalt shingles shall be installed in accordance with section R'105.2 Residential code of NYS = m `r footin 8 Dam roofin 16. Dryer Exhaust vents shall be installed in accordance with section MI501 Residential code of NYS 3asement Floor (partially below grade) / TOS +6.5 g pp g 11. All mechanicals stems work shall comply with the Residential Code of NYS M 1300 S. S. ___- _ • • , \ 1 \ S. = TOS +6.0 y P y Gross Section North ) Sou4h I 17 +2.4' ground water of 4 Scale: 1/4" = I'-O" m WOOD HEADER Charles W. Southard Jr. WOOD HEADER `��\ 14 GAUGE ANCHOR WITH ° `i. ��11 I- — — -- 7 1 T T 7 UPLIFT CAPACITY OF 1800# Ill 14 GAUGE ANCHOR WITH R1-iI G1 I I I I f..... ° ° _� ° UPLIFT CAPACITY OF 1400# ^� I ( 1 I AND LATERAL CAPACITY OF tr,0 ° ° , / -�/:I I 1 I I 1400#. FASTEN AS PER ° °' AND LATERAL CAPACITY OF °� 435 Bay Home Road I o 700#. FASTEN AS PER o ° Southoldt, Nev York Ilg11 ` L_ 1_ _1 J '� MANUFACTURER RECGOMENDATION ° ° ° ° ° 111 Phone (631) 471-5228 (2)2X4 POST ° o \ E (2)2X4 POST cwsarchitect©optonIine.net IT-S" - 15'-8" 23'-5" - 3'-11/2" 10'-5" 3'-1I/2" 2'-5" I'-7" 2'-5" /l�lJlJi�iri lig �!I�IJiip i!�'1e1!! II Gua Steel (Min.) y��y �� �t�y, Joist Hangers DECK 2/5 x 4/0 csmt with 2/5 x 4/0 csmt with Post He oC e r GO • 2/5 x I/8 fxd above 2/5 x I/8 awn above T T nnoct®r Ciao \\� 2/6 x 6/I' 7 I/2" -' I'-� I/. 2/6 x 6/ ®-e' l (4) 2/5 x O 6 `I �I �I- 11111 ii IFI Flooring Steel (Min.) NTS \ \ `; 4 3/8 x I/8 awning \ Guage 11'-2" , 11'-6" Joist Hangers Floor Area Ratio Calculations Flush header Date: April 4, 2014 I ,:(7) MASTER ° ° Floor Joists Project Title: NEW RESIDENCE 5ED- F ER GREAT RO''M ° ° ° ° A. New Home: N 2'_0 —, First Level: 1,676 sq,. ft. i-i ss roof scissor trusses rni v • o ® _ ush Heocer DetailSecond Level 611 sq. ft. 545 s ft. iv o • U O m roof scissor trusses scale I = I -O Loft: S . �_ o © ® 24" 0.C. I TOTAL HABITABLE SQ. FT. : 2,832 S . ft. x / Lot Area (as per certified survey): 13,864.35 Sq. Ft. F.A.R. (Floor Area Ratio): 20.4 % open to below P► �►4 o in 11 Unconditioned Space: CLOSETIlli IP� IP UI `� II �► 10140 1 Basement: ' S6 S . ft. g e p (4) 3/8 x 2/4 awning Garage: 110 scL. ft. rn gor,i. x . . x 4ot 10 nnoir ` Lot Area Coverage: 12.08% i- .. 4 _ • m OPEN LOFT LLC �II o Top of Fin. Fl + 25.00 11'-Io" 11'-lo" .� Charles W. Southard Jr. N iln iv (2) 2/5x • S Registered Architect � , INFIENIN1 „ 0 z,, i 1 L1117,011111: DESIGN CRITERIA CHARTS FROM THE: RESIDENTIAL CODE OF NEW YORK STATE (SECTIONS R301 through R30- ,i1, iitE 10'-1° CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA - . awl0 p� I Section R3O1 Table R5O1.2(1) �, ' .• csm (2) 2/5 x 4/O csmt Ground Wind Seismic Sub ect to Dama e from Winter S g Ice shield Flood OW iii=” -i''_____ ��� Pi'1 1�1 14N � �� Snow Design Frost line Design underlayment Hazards x I/8 � 1 In Load Speed (mph) Exposure CatagorL Weathering Depth Termite Decay Temp Required -V-11/2" I6-2 1/2" 2'-6" 5'-1" 2'-6" 9'-3" 20# 120 B G Severe 3 feet Mod-Heavy S-Mod II f YES N/A yy ,41`♦'�` Minimum Uniformly Distributed Live Loads DEFLECTION LIMITS 26'-3" lo'-I" 23'-5" (in pounds/square foot) CONSTRUCTION L S OR W D + L / 110 °'' 411k Section R301 Table R301.4 ROOF MEMBERS L/360 L/360 L/240 Sec-and floorlon USE Live Load SUPPORTING PLASTER GLC. L/240 L/240 L/180 Scale: 1/4" = 1'-0" '���, `�� Exterior Balconies 60 SUPPORTING NONPLASTER CLG. L/ISO L/180 L/I20 \ Decks 40 FLOOR MEMBERS L/360 L/240 Lateral for 120 mph wind WFGM Passenger vehicle garages # 50 EXT. WALLS $ INTERIOR PARTITIONS p Attics without storage 1 10 WITH BRITTLE FINISHES L/240 Lateral for 120 mph wind WFGM q" R-31 batt insulation 8'=132 If x 1.33 = 176#/ raft V g Min. I" airspace to be maintained p 1'-• 17'-8" Attics with storage 20 WITH FLEXIBLE FINISHES L/120 5i=132 plf x 1.33 = 116#/ raft 12 location of all ridge $ soffit vents 01'=145 pIf x 1.33 = l013#/ raft I'-o„ ..F'E= 01 =145 If x 1.33 = 1013#/ raft g 15/32 plywood sheathing Rooms other than sleeping rooms 40 Attach to structure with 3/8 lag bolts 4` jPi ��T)rte Sleeping rooms 3O X24 O.G. i �. ,,\` *� p fastened to all members p g * Attach to Concrete with 3/8" masonar ;,� e 1 ,. 4�c; 01 with #8d nails @ 6" O.G. on Stairs 40 y f-4,t %•-' ..4 f Anchors (424 O.G. 4 t.4 '`' / _ edges and 12" O.G. on Guardrails and handrails 200 # i I;µ# intermediate members Elevated Floors shall support 2000#/20 sq. in.,j*4 I I No storage with roof slope of less than 3/12 ii ',7 * I !" .,_ / / �,� ° ° lure (2) toenails each stud to plat 254# ��__— _ - I 1# ^mluse (4) face nails each stud to jo �, 540# 7/ 1/2'''N r _ - - - - - - - - 11101 407 / 135# _ (4) 10d nails min. _ ° ° +oplywood 240# plf I , L 4 / d " Q. Plywood sheathing to beII 6 II MINIMMIF 12 Am blocked with 2x6's at all seams ---------- -- N t.m Q m - -- - -- 1st $ 2nd Floor Plans Q m m to ensure continuous anchorage 0 -x ' ° Plywood sheathing shall be --------------------- il „ `~ overlapped from first to recon• story Scale: 1/4” = I'-O" --- -I m Yeo I I to roc, truss GOnneGtion ISA" x to maintain load path. ' Q d , N X co i - shear capacity on IOd common nail in 2x = 135#/ face nailed c o 1 m = IL In use (8) 10d common nail / rafter = 135# / face nailed x (5) = 1080# OK Studto olcte t G Floor- I5 -a x withdrawal capacity on Iod common nail in 2x = 55#/ face nailed m 4- a in _ I � c L Q shear capacity on lOd common nail in 2x = 135#/ face nailed - I- O j K cv use (8) 10d common nail / rafter = 56# / face nailed x (5) = 445# OK 1 1 1 o N withdrawal capacity on 1Od common nail in 2x = 56#/ face nailed I I s 4'-6" 1-2" I ;14'-2" ! 1 / m = 121# / toe nailed I I O N shear capacity for shearwall assemblies p ��� i .. o N = 15/32 plywood sheathing 8d nails ® 6" o.c = 240# plf - — — — — / -,- � c' cementious siding 1 r L ` ;' 2x6 framing © 16" O.G. '- 4 O Ti_ N � i Bay Home House ,�� -`- rigid insulation / 5-0 . 7;7- ! ms, T- a, �. g Lateral for 120 mph wind WFGM ;I �� 2x6 Treated plate = t/ sealer insulation 24'=243 plf @ 36/24 x 1.5365 plf x 1.33 455# p 0�f.- termite shield $ sill - _ ,�15/32 plywood sheathing ►1�fastened to all members �' 5/8" x12" long anchor bolts Ridge connectors as required , �t'-5" \_-_,t.,..,, ~. JUN 1 9 2015 with #5dnails ® 5" O.G. ori With 5" square slotted washers I-I/4" x 20 guage steel strap w/ edges and 12" O.G. on 1 ® 32" o.c. within 6" - 12" from _ ❖ Tension capacity of 500 pp rafter 5'_01.. , 12 , 13'-2" intermediate members end or plate section and fastened as per manufacturer recommendation / o �- ry / r,,., 1" min into concrete foundation _• • _ — !--- _ 12 = c L 435 Ba Home Road Foundation to plate to stud "G " 0 . ' ° ° x • 1 Imo'- m / 14'-0" !4- " / Southold, Nev. York uplift capacity on IOd common nail in 2x = 121# / toe nailed - r J Lateral for 120 mph wind WFGM � _ \ i I 12'7# / toe nailed x (5) = 635 #/ stud N July 13, 20001 5'=132 plf x 1.33 = 116#/ stud = 15/32 plywood sheathing 8d nails @ 6" o.c = 240# plf NOT • COLLAR TIES ARE -0, IDEDZo April 8, 2014 01'=145 If x 1.33 = 1013#/ stud # stud - June IS 2015 _. p 240# plf x 1.33 = 3101.2 / RIDGE STRAPS ARE NOT REQ �'- � Tension Capacity of 5/5" anchor bolt = 5515 #'s each , --- 5 Shear Capacity of 5/5" anchor bolt = 3025 #'s each - -- - . Detail ' I ' Scale: Gross Section Eost/J'iest Scale: 1/4" = I'-O" of 4 Charles W. Southard Jr. A R H I T E T 3" vont thru lo'-o" / 435 Ba Home Road roof I i 2,, y —went asphalt roof �1- o South°Idt, New York 110171 3" vent cengl water iv \ Phone (631) 471-5228 shield eaves i 1.-__ cwsarchitect@optonline.net iv d- _ valleys ! L � LJI1T hL _ TIT 12 r - > lavatpry - 1 1 i1 I , I. toilpt 1 I TT_ �I Ti Jacu z1 1 1 1 1 I { i ; I �iT1 f ■ ■■ Li- Ha Ti Sho { 1-.._�.�_J, 7 11 I 11LT T { ffT1- • I i ! 1- 1 r_1_ �., T 1 _ T' _ I I _ 1 mi L i_, i _ r- TIP.' I i.., 1 iT 1 1 \ _1 ,1--J_r _ l I --- --- - 1 ! ' T T I i 1 7 \ t-IT \ {_i_._..l_L.1. �. _I_ -f f�' I { 1 �1 T 1 i! ■ t T , ' LT l L 1Irl21, 2.. 211 1 iT i I. T1 1 I I I J I�_ J, -_— 11 — I T T._f... i 1 l ii ::L1 1 T_._.L. T_. I.i __���������T I� r T L, {_ Ivent �ceat I vent L 1.__1.. 1-7- T-1 J_-, , l - I ��! p `" L T.r.T , rT . L:i L T 1.1.1 ' Ti 11 ;71 1 1 - i 1.1 iT 1__1_ 1 1 f i_ I v • I , 1, I __i_L � � \`�� T T i - 1__� 1 , I i T ll ■ T 111 {___ 1 ! T 1 1.1. �T I 1— 11 d cedar 1__ , �� � 1 IT - 1 - _ - 4, - I prefinishe I ' I I ��;r r IT{, ! 1 - L _ i { I I 1 - ry 1 L"[shingles ! h � � �p� I T1 _ _ _ �- � `� I l-T 1 i 11-,-�1 1- i 1 of N ci C = N I -i if1 shing les I I I i T \ i,1^\i': \ �- N \,J - T�1.... ._l_ J_,T _i_...i. _ i_ 1 1 S !� T 11 J_. (_flTi I i T -- -�� I I I TO +25.0 -I - > - > - > -1> T1-111-11 ! I 11_ L � =1_ r1T':1{ i ,- kitchen > ' washer i_.L ' {_ I I T T ; I cementious board ng - -i1 , ic�p�� n ,•; ----- 1 .. _I __;..- - ■ - i I L r--I ! nidi ,- . .Trl 1., �- 51 TOSF +25.00 1 - 1 1 t) - - , i+ � l r �_ I i � I I � i � \,*.l' �'�I \�i,/ %n y � 1 T-�-f i�"- -�--• I�.J._ I dlshwd�sher sink I-'1m NT --)1 �` �� `�Tcementious board sidin I-1T___ �_ 1 I L1( toil�t toil�t +, 1 T ! � 'i` `` �_� g T. : i —i— mil 43 -XV 11 1 I o ~,: ori � , I ■ i 1 - t L ���i - ',I= I .7 mIITTI 1 f 1 I I 1 i , f TiTT f 7 i f '� I`�� ■ �; T;L ri T- L i- �, .1 _ITL.-- _ 1 T , • I i r ( m T `I _i. - I ! I `_ y _ _� ". U �� T ` T T = r ' r_ T 1 Tom! - - ILLI_ 1st Floor1 I I 1 TL \ �' \ l� \ r'Z� \ �,, i 1 T - = _ 1 I Z L_ f 1. L. T__ i i 1 1 itur�zt'• dn- ., r - I -1 111 - ! ..;$ i -f- -I T1 f i 00--(0-V\ �� 1 LtZ 'T 1 1 -11 i 1 1 `� _ - ■ ■■ T T inI _I i ■ 1� _T_ i`1_z -,, { { I I N = �, +� ,� (V N _ 1 1 i I T ���p „ ,N,.-.:_,, ���pJ �� 1 ( )� L_1 IT { T i ! T I 6 m iv m a 1 -Z {=:-L_l., ,__I_..- 1_.{._�._ _1�1`.T�:T:{:TI...r. .�1 i- �`J�( . IJi (� �`�U �, pr 1 I i ! l_L{_{ i N m (.. _ r efinishe cedar f 1 i � I I I lk i 1 1 1_ -1 Ti T I__ � r �� I ! LI T1�i shin les1 1i Z I I 1 Z it i - a . IyTT f g I I I I :`'- L i. T.�_T__i_ I_ _ T \ \ 1 1 > I :TT .1._{__.I T_. iI__� I_ :Li_ ! 1- ` ” , I ��-\� )r- -+ ;, �.•�lrI 1T I I i J � entidu oa siding �� i_.i_ .1.1 (_1 ! i I >_ 1__1 _ : ._T,1__IT_ _'h "_�� n ! r ' ; T,T 1 : T __1,.1" _ Z .T T_1 i . 1 I i ; ;,--)t\.,-1_17 I . ��; � ir�� � i '-T LT T1 1 i 11 i T T._.1_ NEW4" waanitary7 TOFF 15.35 �� _ _r _T_; i! �■■ 1 I i -1 1 U'�� �i'v(� I I 1 system ,--1..J_--1 l"_T_- __ - --_. LI Hi T, I ITTOFF I5 � 1. 1_ T 1 1 r fi - r= , , ��U I�� — - - .. ., J-1- I .33 iC i r �Tr �;I_ ? 7�1-i 1_ i d J 'l V. ti1i i I 1 I . i ( \, v. - Lt 1 {..._._.-{- 1 I i- -1_ i _ --,Jr--,\ _,:F-,L,..1,---- \I ■ i I i TiL I I - ----- - L i 1_1T__L L.-1_-- ._ IJp �; 1 I_ T ! i I 1- i_ „ I I T Lit I 1 I ■ i U \ Vp Va , . p�r ! �y j� �y �y 1 U(V `�I. )�(� U f.�I g Riser J� I t.11 f`,�!1`� I 14-O 6-O .1_ I_ i I i , ■■ 1 1 1 ■ ( (� V 1. ` i i �;�_ I_,_1_ , ! ■ T f- • T i T=� J/� ., }` JU Jr I stucc d /___. 6'-O" L,- _I-1-1 I Y. �j / 14-O not to scale L:LE.,_L,TTL,_i L_ I ___t_ _ __T. - , . , ),11 . 1 ,l`%c,� , -' jo`\U' TOG +10.0 • • 1. i 'I �0 • • ,% —II m TOG +10.0 v W V' V' v V/ JVV, v 4, VLL * V' V' V' v V' VV W V' W W v V, V' V' V/ V' V' W v W V' W is) Vr v VW v V'NOT_: V' V' W V' V' V' Ni, W r' W V' VV' W V, W LL' W V' W W W VV' V, 4 W V' W V' V, W I, V/ W Vr W W W V, W V' Vv V- WSolder shall contain no more than .20% lead = V, V, 4, W W ' - - V, 4, ' WWV. 4, 4, 4, y WW - VNs. V, NI, Vw V, ' WW W y W W V/ V' V, v,Water supply piping shall be copper � VYW V' u Wv Vw WV WY WV V/ v V' w , WvW WV WV' VW Ww WV V, w WW Ww V' VW V• V- w WV WV, Ww V- v WWr WV Ww 4, W WV NI, WvW t WV WV v vW 4, 4. LL, V w ✓ W V WWaste and vent shall be schedule 40 P.V.G. or copper TOG +7.0 V, W V V, V, V, •.1, 4, V' V' v V •1, W 4, V, V' V' V' V' V' W V, 4 VV V' V- W V, y V VVv 4, V4. �` / V- V, V, V, V, V, V, V- ., V, LL, V- W ..G +8.0 V, V, V, W W W V, W W W V, V, ,TOS +6.5 V, V, v LL W V' Vr W V, V' V, W W W 4,_____ V' W V, v V/ V, 4, V/ V, W V, v V' V, V, V' TO5 +6.0 , W V- V- V, TOS +6.5 ' V- W V, V, 4' W V, Front (Rest) E evetion Scale: 1/4" = I'-O" asphalt roof shingles with asphalt roof ��FRrD shield © eaves ceshingl waterice $ water es with �. z�,SyS��T`y4y'j << y valleys -_._ I'11e-1C�--C�-eavPS �x '.,�, r' 1 n, VaifiCS -- a / la �S,T---— ------------ -- – ----- -- m — — \..... r d r .iii, Ty _ _ - Ii_ - • _________ _ _ __ _ 1st $ 2nd Floor P Tans - - \ -------------------- - ------- - -- --------- ---- ---------------- o -- ----------- ------- ---- ------------- --- - -------------------- ------ cementious plank siding - - - -- --- --- -- cementious plank siding _ -----_____-- _ civ - - - - -- -_ - - -._ _ --- -- N - - — - --- --- --- - ____________- ___ --- ----- --- ------ - - --- \ \ -- - ------------- Bay Home House ----------------- ------------------ ! -- — --- ---- JUN _l_.,9".....2,.015 —- ------------ ---- --------- --- F ' Add-winelaws _ - -- - ________ ____-------- - - - in _ -- ______- m --- - - - - - -- - __ _______ _ -- 435 Bay Home Road ---------------- -- - - -------- --------------- --- -- ---- - Southold, New York ------ --- ---- ------- ------ W v VW W ., J 4, W .y W V' V/ V/ J, W v W V' V ., W W V' vW J, LL' v V, LL' V' V' Y V, Y V, V,V' V' V, V' v Y V. LL' V, W W W V, v W W V' V, V' V. V, V' LL' W V' W V, V, V' V' V' W W V/ V, V' V' Sept.21, 200 4 14 4. LLy V 4. VY VVV4 Y W uVV4 W VVW 4 Y vVV O LL LL Y -,-„r. April 8, 2014W W W W W VJW v VVW W W VW VVW W VyVLLW W v W VW W y W W VVW W VVWVW V, V, W V - W V, VV, LL, V, V, W V, W V, W V, V, V, V, V, V, VW V' V, W W V, 4, * v V, 4, 4, W W VV, v * v 'Cl. June 18, 2015VV, V, WV, V, VL V V, VVVVVV, V, V, VW V, V, VJ, V, V, V, V, V, W i V 4. V, v W LL V, V, NI, V' V' V, V' V, v W d- V' V, V, VV, . wVW V• ✓ V, Ni, , Si, , VV, 4, ' V. 4, V 4, V 4' V, 4, 4, V, V, 4, teV, •,• J. y WW V, V, V, V, V' V, VW W W V' South ® tA -._ I'/ / p� Io VVVV, VVVV, VVV, VVW V, V, V, V, V, V V, VV, V, VV, V, v J, V, V, V V, V, v V, v 1qV' V, V, V, .y V, V, .Y V, V• .L v J, , V, V, V, v W V' V, V' NI, W V, V' W W W W V' v W V• V' V. V, W V' v V, V' W v' W W V, v y W V' V, V' V, W V, -- ___.__ V' LL '\4 0 I t I ..E I.e Y b" ton „ . I W W V, V, V, V, W V, V, V' V, 4, v J, V, .I, W v, W W W V, W V, V, W V, ____.. 4 �.. .,. vv, V, w V' W W -V, v V' V,- W Vr V'- V' y v W W W V, 4. 4, scale: 1/4" I'-011 -- `'' v, Al `L, V, W W 4, W __4, 4' V, Of 4 111 „.. John M. Bredemeyer 111, President ,O�g�FQ(�-c-__ Town Hall,53095 Main Rd. G Michael J. Domino,Vice-President /'4 y : P.O. Box 1179 James F. King ; H r Southold,NY 11971 Charles J. Sanders ��r ,' Telephone(631)765-1892 Dave Bergen 0 „ • � Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN • APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line (C6ret J in-spa fi - by Trus-�e�Is dl.,-gin nq -Oe Id in Spec 4/1619 1St day of construction J ( 1 S '/ 1l '/ constructed 1 Project complete, compliance inspection ---,-;\77,,,,,,... \,‘ j� �y '*," 1:--,',-''',--...,-. '''' , r . .-t -.-. ."."‘" .''''N'- ,,":4:'--.A , *r...,. -4)ei.,;• A (-7 - ,;:,' • , - -, -,---)...i-.; ' :'s " - - et...!. " _ .4/14 \ ' ' ':' Ng% %="-.."- -' Ifi, '- Aj , Vi i. BOARD OF SOUTHOLD TOWN TRUSTEES :1°::11".�r ,,, 'd SOUTHOLD,NEW YORK j PERMIT NO. 8427 DATE: MAY 21,2014 :). ..... .._ . - - ISSUED TO: CHARLES & MARILYN SOUTHARD 1 .z., y'' � 1r ' ' :- r; PROPERTY ADDRESS: 435 BAY HOME ROAD, SOUTHOLD ' I, 1141 ' ` SCTM#56-5-22 1 �� : 11( AUTHORIZATION i , '1! \::„..' 7 \-)\ I Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in 1' / c 6accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 21,2014,and in / consideration of application fee in the sum of$500.00 paid by Charles&Marilyn Southard and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: \\ .,4/ Wetland Permit to construct an approximately 2,832sq.ft. two-story dwelling ,__ with basement and garage under; add approximately 200 cubic yards of clean fill to �" raise the grade for proposed sanitary system and around dwelling; install two (2)±12' i, J Cs, stepped retaining walls for basement entrance; construct a wood deck 36' long by 8'- 12' wide with steps to grade; establish and subsequently maintain a 50' wide Non- ,,:)/1 -\\\ Disturbance buffer adjacent to and landward of the edge of wetlands with a 4' wide 2;. access path to the water; install gutters to leaders to drywells to contain roof runoff; `1 .�" ? and a line of staked hay bales with silt fencing to be installed and maintained during �° construction; and as depicted on the site plan prepared by Charles W. Southard Jr., :- ,.: R.A., last dated March 27,2014 and stamped approved on May 21, 2014. rr IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, " :,-;•-://\''1\ -- ; and these presents to be subscribed by a majority of the said Board as of this date. I ` .. ' I ' ' 40 -;.;•.' -. ,•11 OFFOtt --- la.-elLA-eff,/‹.altnA7*Leri I -.. �{ �r ;/i!P KGs ; { . :: ; ] : � �,, ave Bergen-Absent .1?--...-7 1 ei 4t Q�' ��� Charles J.Sanders-Absent j. .% < .. I /iA\ % A\ li �l 1i �1 f/ vV /' i "'� r. • TERMS AND CONDITIONS The Permittee Charles& Marilyn Southard,residing at 435 Bay Home Road,Southold,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 1 I. This permit does not convey to the permittee 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 impairment of any rights,title,or interest in real or personal property held or vested in a person not a party to the permit. ��• i� . • John M.Bredemeyer III,President #I��OF SOUry� Town Hall Annex Michael J.Domino,Vice-President 0 '• l0 54375 Main Road P.O.Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee G iteOUNTI , � . �1cZ) � Telephone(631) 765-1892 Charles J.Sanders,Trustee � Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 21, 2014 Charles & Marilyn Southard 7 Waters Edge Shirley, NY 11967 RE: CHARLES & MARILYN SOUTHARD 435 BAY HOME ROAD, SOUTHOLD SCTM# 56-5-22 Dear Mr. & Mrs. Southard: The Board of Town Trustees took the following action during its regular meeting held on • Wednesday, May 21, 2014 regarding the above matter: WHEREAS, CHARLES & MARILYN SOUTHARD applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated April 21, 2014, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on May 21, 2014, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 • . WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of CHARLES & MARILYN SOUTHARD to construct an approximately 2,832sq.ft. two-story dwelling with basement and garage under; add approximately 200 cubic yards of clean fill to raise the grade for proposed sanitary system and around dwelling; install two (2) ±12' stepped retaining walls for basement entrance; construct a wood deck 36' long by 8'-12' wide with steps to grade; establish and subsequently maintain a 50' wide Non- Disturbance buffer adjacent to and landward of the edge of wetlands with a 4' wide access path to the water; install gutters to leaders to drywells to contain roof runoff; and a line of staked hay bales with silt fencing to be installed and maintained during construction; and as depicted on the site plan prepared by Charles W. Southard Jr., R.A., last dated March 27, 2014 and stamped approved on May 21, 2014. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $0.00 Very truly yours, dot-. qv, etaim7e4sr. John M. Bredemeyer III President, Board of Trustees JMB/amn Charles& Marilyn Southard ,35 Bay Home Road, Southold }} ` SCTM#56-5-22 I fif ," Li' #.'„ :$,. .-/, ij g 5/14/14 ,r _ ,,fir. 'k. � , ! op- .. � ? �` r .�. ,s�• t ' Iii ..,.'r , MrA." ,` .. .� !\-- , �� — - �. 07f 44. fir' y • • a _ .�+ 1 `,' I as + �c s'r. • est _ s' ..-Alt,„,..- 4,79,,. v .+'+yy- s AI ''' \'• -1,. • • �_ a a vw+ . i F - r- , Sok s -s+[ vf., , -,s \\ y• 1 lik tl "`r Itt fi q•a t:. `7 n ! yy SIF k '4I{ • i' - iii ' - ice •,-;.'44,14N!.." .� �g .,,:c.,.., 4' `'•aiir •; F' i. 1 •'�►a, "�'��,. is .A, ,; �i •A • rl� 1 » T f'• 11 ,.�- '14— ' tlty. 711,!;'. .' . 4 u,� � +x- r„ ..x r' �� i y -ish.'+, c'- off r ` , ®. x r",iii ; :.' f,� Y it 1114 ` i* ''' it s; * Vit' • s ice,i a fa i [vii + d ci i _. ia ' i or,1. — Ali Xt r '� — .V.-;�f ai.-- ___i-� ,y. om. , ._ - :It( 1v L afi r 1 F Y ; Y 3 harles& Marilyn Southard 35 Bay Home Road, Southold •CTM#56-5-22 /14/14 - • . ti: M i John Bredemeyer, President , tovFoi4.-e_ Town Hall Annex Michael J. Domino, Vice-President ,e4 ��: 54375 Route 25 James F. King 1at P.O. Box 1179 Charles J. Sanders �1� Southold, NY 11971 Dave Bergen ' '��i �a°t.�'' Telephone (631) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Field Inspection/Work Session Report Date/Time: /1//9>' /Y / Y CHARLES & MARILYN SOUTHARD requests a Wetland Permit to construct an approximately 2,832sq.ft.two-story dwelling with basement and garage under; add approximately 200 cubic yards of clean fill to raise the grade for proposed sanitary system and around dwelling; install two (2) ±12' stepped retaining walls for basement entrance; construct a wood deck 36' long by 8'-12' wide with steps to grade; establish and subsequently maintain a 50' wide Non-Disturbance buffer adjacent to and landward of the edge of wetlands with a 4' wide access path to the water; install gutters to leaders to drywells to contain roof runoff; and a line of staked hay bales with silt fencing to be installed and maintained during construction. Located: 435 Bay Home Road, Southold. SCTM# 56-5-22 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound may Distance of proposed work to edge of wetland Part of Town Code proposed work falls under: thapt.275 Chapt. 111 other Type of Application: v Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed: -,01d/[ T e rt-.77d yl 74- 7/dam 37/e t� Modifications: Conditions: Present Were: J. Bredemeyer Domino 1/J. King C. Sanders D. Bergen Bay Constable Other Form filled out in the field by Mailed/Faxed to: ha . tDate: JQLteS by --Ws-ices' 1116, air NEW YORK STATE DEPART@ OF ENVIRONMENTAL CONSERVATIO Facility DEC ID 1-4738-03482 D r r p r -i � 7 PERMIT APR 2 i 2014 Under the Environmental Conservation Law CIL J Permittee and Facility Information u' Permit Issued To: Facility: CHARLES W SOUTHARD, JR SOUTHARD PROPERTY 7 WATERS EDGE 435 BAY HOME RDISCTM# 1000-56-5-22 SHIRLEY,NY 11967 SOUTHOLD,NY 11971 (631) 471-5228 ' Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Southold Facility Principal Reference Point: NYTM-E: 717.8 NYTM-N: 4550.1 . • Latitude: 41°04'22.8" Longitude: 72°24'27.1" Project Location: 435 Bay Home Road - Watercourse- Canal off Budd's Pond Authorized Activity: Construct a dwelling with decks, steps, driveway, septic system and access path. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 9/20/13. (CKW) ARNO-DEP Permit Authorizations Tidal Wetlands Under Article 25 • Permit ID 1-4738-03482/00002 New Permit Effective Date: 9/23/2013 Expiration Date: 9/23/2018 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 conditions included as part of this permit. Permit Administrator:MARK CARRARA,Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOKI50 CIRCLE RD STONY BROOK,NY 11790 -3409 Authorized Signature: "0/1 — Date /24(._ Distribution List Habitat-TW CLAIRE K WERNER Page 1 of 6 $p, �� • TOWN OF SOUTHOLD • 4f BUILDING DEPARTMENT TOWN CLERK'S OFFICE o€,‘‘ ' J� r SOUTHOLD, NY 1 BUILDING PERMIT APR 2 1 2014 (THIS PERMIT MUST BE KEPT ON THEPT ON TiflH - - -� WITH ONE SET OF APPROVED PLANS AND SPEC PrATIQba UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37935 Date: 4/12/2013 Permission is hereby granted to: CHARLES & MARILYN SOUTHARD 7 WATER EDGE SHIRLEY, NY 11967-4400 To: CONSTRUCT TWO STORY SINGLE FAMILY WITH ATT'D ONE CAR GARAGE, SIDE & REAR DECKS PER APPROVED PLANS, TRUSTEES#7103&NYSDEC. FLOOD PERMIT REPLACES EXPIRED B.P. # 35022 At premises located at: 435 BAY HOME RD SOUTHOLD SCTM # 473889 Sec/Block/Lot# 56.-5-22 Pursuant to application dated 7/14/2009 and approved by the Building Inspector. To expire on 10/14/2014. Fees: PERMIT RENEWAL $882.40 CO -NEW DWELLING $50.00 Total: $932.40 Building Inspector 06/18/2009 10:02 631734771-2 ULItt.N LAW rHeat Go/Gr ,21,/17..._.., ,i;;',.. 0 _.. n s / 41. t ,,JA, -}` //,-;1.--;‘,--.., .,.',/,':,,<..--::.t.\,/ f\.. .1 ''y�/y am(\'T �` /,'!-,,•,--:,r.,,J� 1A 1,,�y \\J ``, , \. rG ice �,.) 'r i!e '`,tc` f- P Ar fx 1 a,i',"" >; ,r. -, - —__ ,,,-;::,(--F;;I, ( I ,„!,-4 ,',--,-; :. +I BOARD OF SOUTHOLD TOWN TRU: D S I ,� APR 2 1 2014 i ��' ,� SOU HOLD,NEW YORK ` I . PERMIT Namo3 — — DATE;_MA 20 2009.— I`' Boar+ .....?..i. ._M. t f • ' ISSUED TO: ESTATE OF EILEEN 0.GOLDNER ',...,„.r. t; . PROPERTY ADDRESS: 435 BAY HOME ROAD, SOUT-HOLD 1-4;,-,,,,,„_-,... } r t / SCTM#56-5-22 r I` 1Vfl , J / 1J \ �CI ,: 4, Iti, AUTHORIZATION ,1,i� `\`;-,,V1-7-4 Pursuant to the provisions of Chapter 275 and/or Chapter 1 l 1. of the Town Code of the Town of 1,.�,_p' ,:'I, Southold and in accordance with the Resolution of the Board of.Trustees adopted at the meeting held on 1I)�' • �- May?0,2009,and in consideration of application fee in the sum of V59,9().paid by Estate of Eileen O. I " ' Goldner and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of 'S • '1�, Trustees authorizes and permits the following: ,`1,'' c \ 1 /%...':' � Wetland Permit to construct a two-story,one-family dwelling with attached la, '\l ',,,„ deck and steps; install drainage system of drywells; and establish a 50 foot Non- 1 ,'-N �_-, Disturbance/Non-Fertilization Buffer adjacent to tidal wetland boundary with a 4' wide 1 access path to the water,with the conditions of the installation of a line of staked hay 1 .� iV.• ` �, bales with silt fencing prior to construction along the 50' Non-Disturbance line,and as 1,,,' r l 1 `` (r-i, . depicted on the site plan prepared by Nathan Taft Corwin III last dated May 22,2009, 1: \y_,,,,.,,,,, ,,,,,:,„„,• ,, and received on June 1, 2009. 5 ' ' fl ; IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, [+ ; , - and these presents to he subscribed by a majority of the said Board as of this date, _ j; I -- t-\ / r 1 ;(I t., �eOFL/ _.��� fir!/..........�...._........._._ I r: V ` • '-;-,..-.-1,- F7,-,�L7,77;,:l', W �! i —� �! i- -+rte 1'!. P';;` --,'''c,Rl/�,�lr! ID,/ At 1;17ISI r 1 '+j/'/ 1 J :::::::::(• 1111114y! FYu --'r r� i' r '.t /R r - ,itirl rp,�fl 't ` '.-1 ;� -'�(\ ?, . �.1 � •J�'� .,� =�ti :.') :',1-R.-:;: � "�lP � 7 i �" �s�l�� �p ^^{{ (14s``"-uJf/ l�„ �s _ tl �. /.,,,--,:- '9 �1 P �/• 1°G , .>•t llu t //�� dl ,y (/ �l-;'-,-.-,11,,,,,,---•-:- ..>,:.,1 -4.,',,.--= ',1/// 44. .. `�--.Y�-,v, kJ'�!/ Al ti 1 N�I ,\ ,',,./'' : / M .n: 1 1�.y" .' --.„, ,,, ,,,,'.:,:7,.„.,,1,,--4,,,,,-- "� „,<-7,,,._,...., ,,,„..-d,-.4 < ' 1, , .'1f Yl 111 , T-Ds ; ,V -�-. "'-'.- '‘.‹.'1:.. . "--" .--.---'-'S.� v �` .I V y” ��ytyti \1 r \ t i 1 ;; 1� �,. '1111111 ��1.1 �� i•. `��\ ). �r I • • 0/1c S0(/1S;- Ol, ELIZABETH A.NEVILLE,RMC,CMC 1,' � 0 ; Town Hall, 53095 Main Road TOWN CLERK ; l�t lt P.O. Box 1179 REGISTRAR OF VITAL STATISTICS Southold,New York 11971 MARRIAGE OFFICER Fax(631) 765-6145 RECORDS MANAGEMENT OFFICER , Telephone(631) 765-1800 FREEDOM OF INFORMATION OFFICER O�COUN►(,�,I,s' , southoldtown.northfork.net , ,,.1 OFFICE OF THE TOWN CLERK 2 TOWN OF SOUTHOLD E C " n' July 30, 2009 APR 2 1 2014 Charles W. Southard, Jr. 7 Water's Edge Board Smith Point, NY 11967 RE: 1000-56-5-22 Dear Mr. Southard, Jr: Enclosed herewith is the Construction, Alteration or Modification Permit for a Septic Tank/Cesspool System for which you applied. AFTER thesystem is installed but prior to being used, an OPERATION PERMIT IS REQUIRED. The operation Permit is issued by the Southold Town Clerk's Office. The fee is Ten Dollars ($10.00) for a residential system and twenty-five dollars ($25.00) for a non- residential system. Your check should be made payable to the "Southold Town Clerk". An application form is enclosed. Please complete the requested information and return the application, proper fee, and LOCATION MAP (map must indicate the location of the eesspool(s)/septic tank(s), giving approximate distances in feet from any buildings to the pools and distances between the pools. Should you have any questions concerning this matter, please do not hesitate to contact this office. Very truly ours, •I , rl f Carol Hydell Account Clerk Enclosures ' '''''', \ *i• •` ' ` 1 1J ' \ / 0 '*. it jfia•'9116. ' *I ' * •'* i *A ' r• - .*\A* . .,. ‘,.. .;-- 4'',6k 'a i t, $ , \74$10$ 1 0 Okii4 4 titt, ,,,s ' 1 ',k• *.\ \.‘, \k* 4 ilk \ k ' -' ' .Z',:‘,$,k•a,,t.„„,,,,,'°' -,,, „, t-o.'' , ,s . • , tatik. .,vi,*,-,40itt, ,, , ., t, ,.,„, • , 4, virA , \ , - k.- $ • N. it, * .,.., ' -... \ \ t , ' : - '''''' # ii..Vr-.•!'* \0* ,t „ *...:' 4011011' , ...,\Im‘ -.$ • .!#,,.$' . k 1 ,4.. 11.111111Malaag ... ....„.. fimmiteQw Asisilie. . ,. . ., ik* A ,• „ , P . \ 11 i ., y, • tk • . I 4 * S .f - ' .,..,-.• ..-1A‘NItkb‘*\.,' , ,, , \vAtts\•,k,s1k,,. .. ...rw • „,,... 04 ORM i .) 6 Lao w 6 .., •.• ... ‘ \\*''0,v,,\''sailtt,s\ ,.• )1,7 . • ,---t- •..*. ,„\ •••••,•••4„. ;• ...--- - • )---\'-\ i I , -•- ,'”) L \ 2,0 \ 6_, 1 )tIV7Q-kOkST LOO es 24 De R 021100 C 26a, vnr an (F" HATCH SEE SEC.50 062 SEE SEC.N0.02 11 14 *4 0024 OF nit W a° -0 �_ � 67# �ar O =,.',' mENqg q, m«as , 14# 07 07 OS 20 OA 07 1000 \ 0001 07 III 0\7 3A 0001 07 N COUNTY OF SUFFOLS 0 \ '• . ii, %A r , ti OS 0011 0222 12 /: ' I MNN.. �\� , F O \ ' jMq © $y \ TO � o277A)A • �4 \,;....), " TOWN OF .ff N OSA / ®• ` <S� yf9ha4 ♦m / ET Imisl"" , irFO.- ,).2A10 .4\ � P� , F6 jYtp '+ t � � Fa F F P' W . M1 d Ni, "> ee� 1ur[ mm�ny �- .�. ... pO • Orcn f �e Fqy , . I • G \ \ F4 .,, N • O•m 11 # . .,•011k,, lHG \ Ilith1qJ isN SONG / TOWN OF aou*NOOo./ .10,% / OF'=FOL /1 ©- • eSt \ , #0 ' © \ , \4-,,, 114, 17'4 11116, ` / S\ /� � � / J ` D \ li5G ' ,. livitt r ® , #0 *#+ , .. , 22 5A10 C 41174V471/ \ N 'N'T°40 iy -14/7 •\,,>, POAP«NO SFE SEC.NO. �,� 4j� msmos :PT ��a�rcx z? UNE 333 an 7 SEE SEL.NO.WO '11 x st �� __�.=N,� W NOTICE • COUNTY OF SUFFOLK © x 22..02 SOLON= SECrON No E -m-� ��.. 1.1 0 Y. -- y--.,—_ Real Property Tax Service Agency v ce PROPERTY MAP 11i ii.. • �•,•Ill %SOF SOU,j OFFICE LOCATION: ,`O l0 MAILING ADDRESS: Town Hall Annex � P.O. Box 1179 icf 54375 State Route 25 % ; Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ; co Q % Southold, NY 11971 %�' -O 11 Telephone: 631 765-1938 N. �� Fax: 631 765-3136 �y�OUNTY ` •' ... ;0 0 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM D ELI ", `� _„_,I To: John Bredemeyer, President MAY 2 0 2014 Town of Southold Board of Trustees J From: Mark Terry, Principal Planner -� LWRP Coordinator Date: May 19, 2014 Re: Proposed Wetland Permit for CHARLES & MARILYN SOUTHARD SCTM# 1000-56-5-22 CHARLES & MARILYN SOUTHARD requests a Wetland Permit to construct an approximately 2,832sq.ft.two-story dwelling with basement and garage under; add approximately 200 cubic yards of clean fill to raise the grade for proposed sanitary system and around dwelling; install two (2) ±12' stepped retaining walls for basement entrance; construct a wood deck 36' long by 8'-12' wide with steps to grade; establish and subsequently maintain a 50' wide Non-Disturbance buffer adjacent to and landward of the edge of wetlands with a 4' wide access path to the water; install gutters to leaders to drywells to contain roof runoff; and a line of staked hay bales with silt fencing to be installed and maintained during construction. Located: 435 Bay Home Road, Southold. SCTM# 56-5-22 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed actions are CONSISTENT with the Policy Standards and therefore are CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney gyFFOL �'' d�0 • xdd Peter Young,Chairman ; § Town Hall,53095 Main Rd. Lauren Standish,Secretary ya y P.O.Box 1179 ' +1� Southold,NY 11971 � '�0� �ab�To• Telephone(631)765-1892 ,i'� Fax(631)765-6641 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., May 14, 2014 the following recommendation was made: Moved by John Stein, seconded by Keith McCamy, it was RESOLVED to SUPPORT the application of CHARLES & MARILYN SOUTHARD to construct a new two-story wood frame dwelling with pervious driveway, storm drainage and sanitary system. Located: 435 Bay Home Rd., Southold. SCTM#56-5-22 Inspected by: John Stein, Keith McCamy, Doug Hardy Vote of Council: Ayes: All Motion Carried ECFV Pr MAY 162014 T..... Board o. �r�.>,:;�._ • James F.King,President r'' JF 8OUj�_ Town Hall Annex 47' rt20 Bob Ghosio,Jr.,Vice-President O'`f AZ' N , 54375 Main Road P.O.Bort 1179 Dave Bergen * 41 ; Southold,New York 11971-0959 John Bredemeyer arc ti e(631)765-1892 Michael J.Domino Telet63)765-6641 COUNII Oki BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only Coastal Erosion Permit Application Wetland Permit Application Administrative Permit Amendment/Trans /Ex •n �C Received Application: Received Fee:S X_Cotnpleted Application,.. 9 D E C (; ,' " /' f7 // Incomplete SEQRA Classification: 7 Type I Type II Unlisted - Coordination:(date sent) J APR 2 1 2014 LWRP Consistency Ass..•m t orm 5/2- /if 3(‹-- j CAC Referral Sent: J X Date of Inspection: MEP_. Receipt of CAC Report Lead Agency Determination: _, Technical Review: Public Hearing Held: Resolution: Name of Applicant 0041),LS H AfL C/itJ Soo Q Mailing Address w 'tat (306E- - E- I I V/ Phone Number:6 i) 7 Z— 70 70 Suffolk County Tax Map Number: 1000- 56 S' 21--- Property VProperty Location: `t 3 'IU M E l w tsdo (Giscr SI DE ) O 1J t_ol la SCUM D p {u OO'S ')ONO 12.6P D (provide LILCO Pole#,distance to cross streets,and location)Jo— �l'/.r Pt LE 44- AGENT: ¢AGENT: C 1-04/LES St 011:1,400 R.A. (If applicable) Address: ACTERS l 5 01(2 .--/ I )It67 Phone:(431) 47I- \9A � 5ji • S Board of Trustees Application GENERAL DATA Land Area(in square feet): j 3 ) 6 3 s- SF Area Zoning: (10 8 CI Previous use of property V PtC0J Intended use of property: i 0 E' CE Covenants and Restrictions on property? _ Yes No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? 51- Yes No If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes 11- ; No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes >l No Does the structure(s)on property have a valid Certificate of Occupancy? Yes, )4 , No Prior permits/approvals for site improvements: A ocy stES s----173 Da r T 7 to 1.) 04E-c, I z.2 - 20 13 I -4-738 —b340z/COO1- Sooi o aw c(L)1NC 4-li - 2013 41 37 s� cooNgt-/ 1J61r aeActi-L 2.-13--2coct IV-.as= cs0 9er No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? / No Yes If yes,provide explanation: 1 ) 01 Project Description(use attachments if necessary): NeA CZ), 5MW-I WON) 11)-Plett okcioapc bo 301 1111LS6 . w1 o pwki S bQ-H (Jais<t JM I S ( d e&c(I'p-hr�h o i f ke---- S Charles W. Southard Jr. Registered Architect 7 Water's Edge Smith Point, New York 11967 Phone # (631)471-5228 cwsarchitect@optonline.net April 30, 2014 Town of Southold Board of Town Trustee's D E C E " i' I Town Hall Annex 54375 Main Road P.O. Box 1179 APR 3 0 2014 I� Southold, New York 11971-0959 t. Re: 435 Bay Home Road, Southold R10-13-0042 Dear Trustee's, The above noted Wetland Permit Application is to continue the construction of the proposed residence. It is to construct a(2) story wood frame structure of approximately 2,832 sq. ft with a basement and garage under. The house will be raised due to the fact that the lower level will be 3.0' above normal ground water and approximately 1' above the Bay Home Road edge elevation. The house is in the OXO flood zone but is less than 20' from the AE6 flood elevation zone. This will require that approximately 200 cubic yards of clean fill will need to be brought to the site to raise the grade at the sanitary system and around the structure. There will be no fill or grading within the 50' non disturbance buffer zone adjacent to Budds Pond. There will be a 4' wide path cleared from the edge of the buffer to Budds Pond. There have already been hay bales and silt fence installed along this buffer zone. This house will have (2) stepped retaining walls perpendicular to the house 12' to the rear. This is to contain the grading around the house. There will be a wood deck 36' long x 8'-12' wide to the rear of the house with steps to grade. Please contact me for any additional information needed. Thank you, Charles W. Southard Jr. Registered Architect • • Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: j 1 C. (tel SrR/Y (10060 rirlet I1 EtQCe. Area of wetlands on lot: I CIS—Sr square feet Percent coverage of lot: I"L % Closest distance between nearest existing structure and upland, edge of wetlands: 1 S' + feet Closest distance between nearest proposed structure and upland , edge of wetlands: ?S +• feet Does the project involve excavation or filling? No $ Yes If yes,how much material will be excavated? 260 /cubic yards How muchmaterial will be filled? 3S0 +/ cubic yards • • Depth of which material will be removed.or deposited: feet Proposed slope throughout the area of operations: 1 /3 Manner in which material will be removed or deposited: L } Bee.) cuerisfuEn1DQ K snu?POD 4- bi\041_ 1=-1 13V S 130u.. •po241el - T11Pc GAu/ Statement of the effect,if any,on the wetlands and tidal waters of the town that may result by reason of such proposed operations(use attachments if appropriate): NDI • • • 617.20 Appendix 13 Short Environmental Assessment Form Instructions for Completing Part I-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed tofully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful. to the lead agency;attach additional pages as necessary to supplement any item. Part I-Project and Sponsor information Name of Action or Project: IJ (Lk5.1061. FOIL I4411L,10 SO03.170013 Project Location(describe,and attach a location map): ` A IP 0c'7 4 He OOI4) e-PCTSlOIIS- .._kc OF 13 UCDS 4. Brief Description of Proposed Action: p a h a o NO (1)r' Cr TO -1 0 ("2' STjVI CAI 00.0 9)45.<M °EWE- /4P045A.. 60 k f30 ier2_ ) 440Po-2-0160S p(Uu .�'/2 5100- 1 O(2NaJ4tz.cl1 TEVI Name of Applicant or Sponsor:. Telephone: A 31 471 _`l e l 1 ' Oan- J J -Mail: �rt ltilliick coi Address: O T 0 N Li, C t '- City/PO: State: Zip Code: a9.1,__ ________ IJY rIc67 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance,. NO; YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that $1 El be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: \S OE-e W€TL#<i•3 SSGS AS S / PCN 11N 3.a.Total acreage of the site of the proposed action? �� acres b.Total acreage to be physically disturbed? • acres c.Total acreage(project site and any contiguous properties)owned` or controlled by the applicant or project sponsor"? 4 31 U acres 4. Check all land uses that occur on,adjoining and near the proposed action. 0 Urban Rural(non-agriculture) 0 Industrial Q Commercial ,Residential(suburban) ❑Forest griculture 0 Aquatic [Other(specify): . ❑Parkland Page 1 of 4 • • • • 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? a S DI b.Consistent with the adopted comprehensive plan? El El Li 6. Is the proposed action consistent with the predominant character of the existing built or natural NO^�j YES landscape? [J Eig 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: "n pp& ti cA(IJOS Q 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES ►l ❑ b.Are public transportation service(s)available at or near the site of the proposed action? ❑ [ ] c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? t"j t i 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO, YES If No,describe method for providing potable water: D ai 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: Q0Q(,5' SEPTC• El ELI . 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? 11 E b.is the proposed action located in an archeological sensitive area? rgrEr 13.a.Does any portion of the site.of the proposed action,or lands adjoining the proposed action,contain _ NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter.or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Egl El . 14._I4entify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: pi Shoreline 0 Forest ❑Agricultural/grasslands ' ❑Early mid-successional Wetland 0 Urban 0 Suburban 15. a&a the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? O YES i 1 "i 17.Will the proposed action create storm water discharge,either from point or non-point sources? . NO YES If Yes, �7 a.Will storm water discharges flow to adjacent properties? .NO OYES Q U b.Will storm water discharges be directed to established conveyance systemsrun ff andQrm drains)? If Yes,briefly describe: , . NO �yES L Page 2 of 4 • •• • 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 131 � ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO I YES solid waste management facility? if Yes,describe: 14 ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: $Z1 I AFFIRM THAT THE INFORMATION 'R a IDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE ('C. . Applicant/spon r nam �U P � te: .. j�a (�-� M (3 , 4, Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the.following questions in Part 2 using the information contained in Part I and other materials submitted by the projectsponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposer!action?" No,or Moderate small to large impact impact may may occur occur -1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? [ 5-j _LJ 3. Will the proposed action impair the character or quality of the existing community? ( Q 4. Will the proposed action have an impact on the environmental characteristics that caused the L,�J establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or rSZIr affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate (� reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: El a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, t._..J architectural or aesthetic resources? t r 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, {� D waterbodies,groundwater,air quality,flora and fauna)? I�( Page 3 of 4 • • . • • • - No,or Moderate small to large impact impact may may occur occur I 0. Will the proposed action result in an increase in the potential for erosion,flooding or drainage p^"t problems? t�L1 I I. Will the proposed action create a hazard to environmental resources or human health? '' ealth? `�[ Part 3 Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3; Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by • the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. • 0 Check this box if you have determined,based on the information and analysis above,and any supporting documentation,. that the proposed action may result in one or more potentially large or significant adverse impacts and an vironmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmen imus. Town of Southold-Board of Trustees S q ' ' C 1 _......_ � Name of LW— Agencyy Date r C o !C'K President Print or y. Name of Res e O`icer in Lead Agency Title of Responsible Officer tune of R:,•.. ' Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of • III • . . Town of Southold „ft , • iv... --}- = Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM . t. ..-:..� .' PROPERTY LOCATION a.C.T.M.to THE FOI ROWRIO ACTWKS MAY REQUIRE TIE SUBMISSION OF A STORM—WAVE lR*DING p AND EROSION CONTROL FLAN- ' ' moa" "E"• _ CERTIFIED BY A�N PI>IDNIMIIIONAL IN THE STATE OF NEW YORK. , SCOPE OF WORK - PROPOSED CONSTRUCTION YFFM#/ WORK ASSESSMENT Yea Na a. What is the Total Area of the Project Parcels? _ 1 WA this Project Retain AN Stone-Water Run-Off (include Total Area of ail PRICERS located within 2. a-2c S p mated by a Two(2")Inch Rainfall on Site? the Sopa of Work for Proposed Construction) 1 . ) n 7A (This item wS include al run-off Created by site X... El b. What is the Total Area of Land Clearing (s F. aa..} clearing andlor construction activities as wait as all andlor Ground Disturbance for the proposed /i 0 S� Site Improvements and the permanent creation of construction activity? Impervious surfaces.) F.'Acres) 2 Does gte Site Plan andlor Survey Show AN Proposed PROVIDE BRIEF PROJECT DESCRIPTION ovvenAdadoniftratall NooduS Drainage Structures indicating Sze&Location?This �^-� item shah grdude at Proposed Grade Changes and El.C.)1�S C•.1 -7_ J 1 Slopes Control ing Surface Water Flow. 3 W 000 �'11-A4-t ( (D - , and s the Entite Plancont el dlorpractices Surices t it describe used erasion and sediment control prate that wNf be used to ,� , control site melon and storm water&charge& This . AU t .f SO' [(UGC),�-�t7.- pew(o(�S - item must be maintained throughout the Erre ''1 Yr1� Construction Period.IS O(L1 Vv i u K,46 . 4 WII tt Project Require any Land Flag,«radirg or ). • Excavation where tires is a Change to the Natural AS r " /i s'" r c ! Existing Gracie Involving more than 200 Cubic Yards I::lc__ of Material within any Parcel? 5 WS this Application Require Land Disturbing Activities El .: Encompassing an Area in Excess of Five Thousand _ (5,000 S.F.)Square Feet of Ground Surface?- _ 6 Is there a Natural Water Course Running trough the Site? is this ProjectwiAdn the Truss jurisdiction 4 ` General DEC SMUPPP Reeukrenente: or wWiin One Hundred(100)feet of a Weiland or submission of a SWPPP is required for ad Construction adkAtss int/Maim sok . Beach? distufbances of one(1)or woe meg including disturbances of lest than one acre that 7 WE there be site preparation on Editing Grade Slopes are part of a larger common plan that will ultimately disturb one or mots acres of land: which Exceed Fifteen(15)feet of Vertical Rise to :=J t ct ung Ccnstn ction ocean Woking sok deltr bences of less t an one(1)acre where One Hundred(100')of Horbontal Distance? _ . the DEC has delamdned that a SPDES pen**requkrd for sham water decharges. (Swppp'a Shan meet the Minimum Requirements of Ate SF0E3 General Pruett 8 .,WII Driveways.Pasting Areas or other Impervious for Storm Water Discharges tieConstruction activity.Penult No.GP440 Crk1.) surfaces be sloped to Direct sinrrnmater Rum-Off 1.lb.SWPPP that be prepared prior to the submittal of the NOI.The Not sled be into andlor in the direction of a Town submitted to the Department odor to thy commencement dx coratrucdon actWty. Wit lulls Project RequirePlacement of NloRerFal. E.The SWPPP shalt dome's the erosion and sediment tamed practices and where ale required,poet oonafructon stem water nareegsmaet practices that will he used andror Removal of Vegetation and/or the Construction of any a construdred to reduce di.pollutants to storm water discharges and to assure item Within the Town Right-of-Way or Road Shoulder compliance with the teems and conditions of this pew*In addition,the SWPPP shat • Area?pre.nen,.,0 No,teatade ea badosoor.at othow y Arv+k) i endly pottntel sources d pekudon while may teasel**he expected to affect the quirk of alarm water disdarge a NOT If May Area to Qusetlare One donnish Nina la Answered Mel s Cheek Mart 3:Al SWPPPs that require the postconstruction storm water mansgament prance in a Bot and the constructor alit df«wbeaes is between 5.000 S.P.&I Asn in ant, component et"be t by#guallled Design Pre ionai Licensed In New York a osoreertkUtaar,grabs Drainage d Erosion Control Plan Is Required by the Town of 4 that is in Aro and practices Storm Water Mate.gament Southold and!Meat be )ender fa Review Ourto deny aatdkte pplicat $iOI1: ACteed Meek VP)endbrAtw.arRtre drGadratieRewind hr.CoagIs1*Applicata* If 1 STATE OF NEW YORK, COUNI'Y OF SS it ig ( $$ 5 That I,... .....v ....,». Ing duly sworn,deposes and says that heishe is the applicant for Permit, 2 (n ':l S (nano.of individual idrael signirm ) iAnd that he/she is the .........................................(d�ntelef,cxnaacto, 1 :. ...............................,.,...,..........»W... Owner and/or representative of the Owner or Owners,and is duly authorized to perform or haver •,,� r '• work and to make and file this application;that all statements contained in this application are . to the c . +' -1,•' �'.*. and belief and, . Iia_,144 < that the work will be performed in the manner set forth in the application filed rgip ' ir// ?, Sworn to before me this; r ..,.._fl ... day of...6.9.L.`...\..........................20. ..1 7j� Notary Public: ...t` »...,... (Signature Manse:ant) FttIRM -D$MO • NOTICE TO ADJACENT PROPERTY OWNER Co Py BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: SCTM# 1 000 Srj --05 �ZZ YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: N5 3L p Woc ,O 'ie DeJ w i 5/6.&) I 7' S /S ) G(zD Ik A3 ON6dtuAGE 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 4,;s- i M� 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: ''U E0 (--14-(1 i-I 201 g' Al— O(2 Pcoof S ?349 You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. PROPERTY OWNERS NAME: ,.,,. . . " ` L, ,, 0 MAILING ADDR S: /moi�"�.�j t C E= ..5 hi , 17 1 (DOf lur ru 11% 7 PHONE #: (� 1)! 4 7 i AGENT: MAILING ADDRESS: PHONE #: Enc: Copy of sketch or plan showing proposal for your convenience. e • • PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: 0612A U C e.0, 667 726 soca j N 00 IAA iaPoci-'42.0 1 c/./AoQf Tux) tv ,J KEL-71,/,4_, am caucubiJ fl-1- 4/ sya_ss --L------n-- .triii4jiv OSEN t'-/A64\6 I ki ,c--2,5- tevl Hot-f/G (10 so STATE OF NEW YORK COUNTY OF SUFFOLK £W&LbS Q , residing at 7 Km-T02.5 a3ic --) Sil rit-1- Po tar iv)i , being duly sworn,deposes and says that on the (O f2___ day of Hivt , 20 (¢, deponent mailed a true copy of the Notice set orth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set x opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mai -a at the United States Post Office at A (C .:,,. i L • that sa'. .-. er- ,MP:, o each of said persons by CERTIFIED MAIL/RETU ' ' CEI ' ' 110 ri gP) At , s Sworn to before me this ). 1 fi Day of Amy , 20 l-{ Notary Public KEVIN BRAYER Notary Public-Stats of New York No.01BR6291108 OualMlad In Suffolk County My Commission Expires Oct 15,2017 ! • John Bredemeyer, President ;„torF014.,_ Town Hall Annex Michael J. Domino, Vice-President ,e,���- 54375 Route 25 James F. King i - P.O. Box 1179 Dave Bergen ;if Southold, NY 11971 Charles J. Sanders '4449i , Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD In the Matter of the Application of CHARLES & MARILYN SOUTHARD COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR EIGHT DAYS I, CIANUec S.C1(114140, residing at/dba 7 w (EGA S Si-11Th ?Ot Kir , wt. ( 17,67 being duly sworn,idepose and say: That on the 11 day of k , 2014, I personally posted the property known as S- 8A/ f oAD & o-MoctO N by placing the Board of Trustees official poster where it can easily be seen, and that I ha e checked to be sure the poster has remained in place for eight days pr': to t e date of the public hearing. Date of hearing noted thereon to be held Wed a Ma,0i / 14. Dated: tOffitv (signature) V Sworn to before me this 1tS4-dayofM°''( 200y Notary Public KEVIN BRAYER Notary Public-State of New York No.010146291108 Qualiflad In Suffolk County My Commission Expires Oct.15,2017 NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a public hearing will be held by the SOUTHOLD BOARD OF TRUSTEES at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. 0 OWNER(S) OF RECORD: Construct an approximately 2,832sq.ft.two-story � � � � � � �_°° ,.4,, with basement and garageunder; add Ch&c Jes ( ? 1 off, approximately 200 cubic yards of clean fill to raise the grade for proposed sanitary system and around dwelling; SUBJECTPIJBLIHEI\RI f ba' xa ' entrance;e; construct a wood deck 3 long by 8'-12' ,b ., ., .. aram - -w l.. maintain a 50' wide Non-Disturbance ma to a rs «Q� .iL ." air .,. `?` �' ... �.� "'r»;e a�,^�: to ,}n. to I, t: s[e 'run ; and a fine of ia,; 36 1 a' = , � i , tion. TIME DATE S BLIC HEAR1N . 0 6,,ktinescky fray al, aolii ew of or fawn& co* 30 Pin If you have an interest in this project, you are invited to view the Town file(s) which are available for inspection prior to the day of the hearing during normal business days between the hours of 8 a.m and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631 ) 765- 1892 • • • Board of Trustees Application County of Suffolk State of New York CkApi). . \, 6� . - BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/ F 3 IS E APPLICANT FOR THE ABOVE. DESCRIBED PERMITS)AND THAT ALL STATEMENTS CONTAINED HEREIN.ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN.THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES, THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPUTING THIS; . APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,T r AGENT(S)OR , REPRESENTATIVES(S),TO ENTER 0 I MY PR Sr' ' S h : - ----r THE PREMISES IN CONJUNCTION WITH O' r i ' ' , ATION.. AIL 01 a/ I Ali —ignature of Pro• . "'Owner i , SWORN TO BEFORE ME THIS �� DAY OF ,-p r, • : .20;1 it Notary Public Notary pK .lVk0I1N-886Sgt2991ERN8w York waled In Suffolk Cou 5y2n17 iv Commission Expired Oct • , • ' • • . • APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE POIIIVI The Town of Southold's Code of'Ethics prohibits conflicts of interest on the Part of town Officers and employees.The purpose of this form is to provide inforination which can alert the town of Possible conflicts of interest and allow it to VIM whatever action is. MO:UM to avoid same. YOUR NAME: Ce)0-ttA4-b0 J(L. ct-k-Pros kki (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) *NAME OF APPLICATION: (Check all that apply.) • Tax grievance Building Variance Trustee ' Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If`Other',name the activity.) Do you personally(or through your company,spouse,sibling.parent,or child)have a relationship with any officer or employee oldie Town of Southold? "Relationship"includes by blood,marriage,or business interest"Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a CerpOtati011 in which the town officer or employee owns more than 5%of the shams. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Tide or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space prtnided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shams of the corporate stock of the applicant (when the applicant is a corporation); • , • , '• B)the legal or`beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP - _ • 4,0 Submitted this ..... i",0 rAu.sit' 2001+ Signature j4V..041 arr Print Name Fonn Ts I Ct $216M454110 -L • • • • Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS I. All applicants for permits* including Town of Southoldagencies, shall: complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a.determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the prepares of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to itssignificant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or"no',then the proposed action wilt affect the achievement of the LWRP policy standards and conditions,contained in the consistency review law Thus. each answer must be explained in detail, listing both sunnortioe and none sunportint facts. If an action cannot be certified as consistent with.the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at of Southold:'s; website(southoldtown.northfork.net), the Board of Trustees Office, '1 �' ; RePart pelf. r— • local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION° ', APB 2 'l`'2614 sCTM# loot) . S - —22— �_. e ri PROJECT NAME U. 't.:..... 110 it . P�. �� n -� -- The Application has been submitted to(check appropriate response):. . .. Town Board © Planning Board Building Dept. gl Board of Trustees• s ; 1. Category of Town of Southold agency action(check appropriate'response): (a) Action undertaken directly by Town agency(e.g.capital construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: bOtt-if) ISG OePAkr-m-bur 10€0.44 i7 S Psnaufscc, • • Charles W. Southard Jr. Registered Architect 7 Water's Edge Smith Point, New York 11967 Phone # (631)471-5228 cwsarchitect@optonline.net April 30, 2014ECF r Town of Southold Board of Town Trustee's Town Hall Annex APR 3 0 2014 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 = == Re: 435 Bay Home Road, Southold R10-13-0042 Dear Trustee's, The above noted Wetland Permit Application is to continue the construction of the proposed residence. It is to construct a(2) story wood frame structure of approximately 2,832 sq. ft with a basement and garage under. The house will be raised due to the fact that the lower level will be 3.0' above normal ground water and approximately 1' above the Bay Home Road edge elevation. The house is in the OXO flood zone but is less than 20' from the AE6 flood elevation zone. This will require that approximately 200 cubic yards of clean fill will need to be brought to the site to raise the grade at the sanitary system and around the structure. There will be no fill or grading within the 50' non disturbance buffer zone adjacent to Budds Pond. There will be a 4' wide path cleared from the edge of the buffer to Budds Pond. There have already been hay bales and silt fence installed along this buffer zone. This house will have (2) stepped retaining walls perpendicular to the house 12' to the rear. This is to contain the grading around the house. There will be a wood deck 36' long x 8'-12' wide to the rear of the house with steps to grade. Please contact me for any additional information needed. Thank you, Charles W. Southard Jr. Registered Architect • • . Location of action: 4--;s- loot E Q t. ) I2(--s. or- BeDag PoN0 RD Site acreage: b 318 Present land use: U air Present zoning classification: t Q(1 Tl a\lt 2. If an application for the proposed action has been filed with the Town,of Southold agency, the following information shall be provided: a Name of applicant: Cjç (kJ SOOTPARD JL (b) Mailing address: 7 U J t)6 f S H (TI-, (o t tul-- • N V II94 7, (c) Telephone number.Area Code i 11 4-? I -S-7226 , (d) Application number,if any: Will thereaction be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No If yes,which state or federal agency'1 C. Evaluate the project to the following policies by analyzing how the project will further support or • not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completions:: + i DEVELOPED COAST POLICY i c Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, , preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,,and,. , minimizes adverse effects of development. See LWIU Section IR—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No J.Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold.-See ' LWRP Section III—Policies Pages 3 through 6 for evaluation criteria 0 Yes 0 No 171 Not Applicable • • . Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes ❑ No Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section IIx—Policies Pages 8 through 16 for evaluation criteria ra-.1 Yes El No fl Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold.See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Yes D No PNot Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III Policies; Pages 22 through 32 for evaluation criteria. {:}*K1 . • • Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III: Policies Pages 32 through 34 for evaluation criteria. ❑ Yes LJ Nogb Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and:hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ': ❑ Yes ❑ No vci,Not Applicable PUBLIC COAST POLICIES a` : Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III-Policies; Pages 38 through 46 for evaluation criteria. LI Yelp No Pisiot Applicable Attach additional sheets if necessary • • • WORKING COAST POLICIES • Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in - suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. Q Yes E No Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long`Island Sound, the Peconie Estuary and Town waters.See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. El Yes © No17 `Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III.--Policies; Pages 62 through 65 for evaluation criteria. El Yes 0 No 'Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development, of energy and mineral, resources. See LWRP.'. Section III—Policies;Pages 65 through 68 for evaluation criteria. Yes ❑ No1] Not Applicable PREPARED R iI • JU S'OCrtkAe-0 Z TITLE/1420titDATE 3-1 2-0( APPROVED BY I'-0" - BOARD OF TRUSTEES Gharles W. Southard Jr._ finished grade ;, - -TOWN OF SOUTHOID _ ARCH T i CT dean sand, andr ,`'�I Canal to Budd's Pond D �r ravel ba kfill �'a DATE - 1 Water's Edge g �il� as x � Ly-i1 _II, z� ``�I Smith Point, Nev York Iq6� o X _ IAPR 21 2014 Phone 631 471-5228 waterproofing Top pf'fixea +l _ CAN SarGhltectQOptonl lne.net Woods DOck _ - 0 --_. .1' .!•1.:V'::' 12" of ravel \\ �0 0' { t 0 • Board Tr- g =, finished grade � �� '% ,.u ;,:i backfill r - Top of exlsting I h'g.Q='., a • \\\ 40�i x ;pic• -nd \ a J'm I gravel -.ckfill= Lot * 18 �` `\ •�r�\� Apparentter 2 O a [18Ip I E' `v A v �1 11 O - -:I II 111��' (V ;_r' I • `\ '?� �r12tQ� \\\ Top Bulkhead ,I✓-0 IJ � ,,o �\, `` `\<`.•1s1 \��\\ ; 11=1ffl = 4) 4 11 ,•,. `op•f 6r•ve1,P1th, e�O 9\weZ Top of exlsting Bulkhead ,_ ,„ 1� 4,0 1 \`+•..• - +3.0 +3.d'���. - a1 .-1 '0 3----- 50' Non-.s`turb-. a in \\5 \\�`6 Non-Fe' Eliz• on Buffer of bray- Path .. at2 nO pi,„0 Non-Fed.`V/ S 4 • 5 \\\ +3.5 0 0 ''' `\ cr6� \5°` TD +14.66' c, +5.0( \`\ ../.of Grave -ath ,tt\vr\� REINFORCING BAR SCHEDULE /4, \ ` +4.0 Ae eta - hay bales \ 11f REBAR SIZE REBAR SPACING '/4_ `\ 50' Non-'isturbance ;' kEY ,� clear' •• mit line Y Non-Ferti ization Buffer; ® *4 2"O.C. \\ O T +10.0' i © u 4 18"O.G. ry0 T'+6.00 1' +a.o ,'' g TS +10,0' © u3 18"O4 •49 \ ' i / Tg +q.OI ® x 4 12"O.G. ',' lT `i,`. ii ' '- - - , +4r5 I� --1 ® M 4 18"O.G. �r i V ,Q C t•-• i -- ked Fla -les / G� ' •\`\ ' \�\ ' \`\ n Cfff P3 1 t. --------------------- ••-'--•- c1e- ng llmlt ffne a} 10'-1 II i \\hr \'1r \`1 UI RETAINING WALL ?i i- -,Y' �\y ---- `ti-.. -_�, 1 - • �. ( Cy ( o' not to scala '' "i' 1 S�-- / '1 - �- '' f -�-�.�j 1`\ r\\ /\ 10I_QI T6,.-Loo, t_ i , \ - 1 T6+1.00 ,y•, i r r6:a0a 1 1 I T 7 + 5�(ERED T6+8.00 i 1 , �- ,�` '7� EL.6,4' grade +6.4 j retalnin•; , `, ./.1< Dark Brown f - • I_ . 76_±9,00 - ; wall T6+4.00 -ri ,I +4.b `\\ , \\ ��y�rj W SQG �� / Glae Loam OL j '' 1 O / -.. ' ` �---�// - s ` Q moi\ EL.5.4' \\ y 20.00 n.b 1 ylljl6 23.61 r ©.00 ki�' i - /�,` i' • \\\ k �.^Y 'y 1� op of grade+10.00 1 " T6+10.00 ^ / -_ �� \ \ 0 'Q" �`ti � m EL.4.4' Brown Clay GL ' \ ' \ ' r / ' r \1' v Tg +q.0' N ):"..,.`;d CC1 30 +5• '�ar t'lelachl '' / Wood Deck` m / i --t eX n510n eX nsion 1 �� .1/ill.Y rn p pit cn . �j� , creta T /\ r i O O \ \ -a ,44N,;'t/.I / EL.3.4' 6.00 \ §'procGfst IeacF lj r \ / ` / 9 �, `( ' Pale brown fine j 1 K-- j •% / 66,1--foto ring r ' ' •\� \. ,1 P I 1 /6.66 to coarse sand 5W m .(' 1p 4,- GARAGE `\ i i - ---- `Q II • EL.2.4' T05..610 \ , I 4 � lois 4.0' �t O BASEMENT / \ , 1 I Mr,f1 \� + Tbs+6.50 / 1 r 1 --- Tg +8.0 I` kW11141GROUND WATER r I m m IT \ -_ , %-- �p Water In Pale brown fine I\ ~ �n / n__i�r *T'O ato coarse sand SW ` + //42 \y ,- 0 o.do\ bo.o,. 400 1 _...-1,-- CO \ //� o m 2' ocaa I leaching �, TW +7.5' McDonald Geoscience \\ \ /14.66't m / ncre; ring ------ -'- \ �- Januar i4,2005 Q ` ¢ y �\ N \\\ Top of Fnd Wall+1 1 it �•.25 1,4 . + . /(11/-...-`if it_.~ 11 i S NJ 7d 14' 50" 1'`i BW +6.0' BW +5.0' 100. T 4 SANITARY PLAN TEST HOLE 0 „\ -A� , T6+10.00 26.33 1 TG+5.66' 2i.b-1 � 4 i 'prbcaiF�leac Ings ^� ci v \\` 1 I 1 i €J', -I�`4 I�"..r,t etq ring'�\ t \ T .10.0' I ' I T6+b.G`'' ! = V_ 9 -c+5bb' 1 4------ \' Q r c +6.0`.( i 1 T 15.1o.c� I fi-1 I l i' O `\ Z o �\i T�+q.0' 1 , 1 q I T6+9.x'1 `?r' \ \II_ `\o i' \y 'I I I cg„I g \\ ry ';_t T6_+ O-'\\ in `\ 10.17 -��� i 1 Y ° \ F'r IT6+ID \/ `6 ` \ ?\ expansion 8' O I g \\ N I / '\ lh ` O ��\ 1 Top of Drain+5.1g ,11:112'.---____.\ 111t: . C5)i) .C:::3 kelt hdle `\ -_'+ .0_-� r--- 1 e '-.C.-4''',2 N \ Lll g 12 driveway N, g c (V \ �., 1 U \ L E \ MD N e\ O i. I �� m m ` oPoc�y'\o Ii expansio _ Tg+q.0' I O \\ m • \ of Pc 1 in I€h / ,\roo' 1 Ni- I \ I 4 TG+5.0 -a ,,_+s.o.. \\s'46 I -6 \Tg+b.O' Tg+8.0' I -9 7 6 s oreno 1 01 z \ I ft -,a EDGE OF PAVEMENT 0c ,125' r T + n' L TW+15' 1 9 + e//s r- --f--' + .�F , ♦ `+-}{.O +5.5 3W+55' +9.0 , // TG+4.5 +4 25 -}1. I aO.ar} wrrti/h N37d 14' 50" W \ I , l a'`ar i \ i /unur i� Prep r9 U 1 r ne // ,1 , i d6M12.17' .�\ \�S finished 1.3 �' \' \�I ` V. Top of Wall +10.8 - grade +10.0' rade +q.0' ;I I O grade +8.0' TG+7.0' Top of Wall +7.5' 6.31 EDGE OF FAVEMEN- i `\ Top of Slab +6.5 - . + •.' _- �„,- 1 \�\ `4,ss ED�iE OF FAVENI€fl\y` 3.94 Li p Bottom of Wall +6.0' New Residence for 6�STRA1K 11\ \` i s Bottom of Leaching +4.66' 4r Mr. 4 Mrs Charles Southard 1 '\\ 5.48` `Y Water Level +2.4' BAY HOME ROAD \\ s '� GROSS SECTION @ LEACHING WATER\MAIN scale I" = 10.0' MAP OF WILLOW POINT SUBDIVISION SITE PLAN File *4652 Filed June 16, 1966finished finished Situated At scale I" = 20.0' Top of Wall +10.8- grade +10.0' grade +G1.0 ARSHAMOMAQUE saver ft +8.0' tantap_8.5' r-, O Town of Southold ro of Slab +6.5 pi + - \r�G+B^-+7,0' TG+7.0' Top of Wall +7.5' _p tch I/4"/I' % flow line Suffolk Count New York IJ 1000 gallon , --2'x 8'd precast leaching Bottom of Wall +6.0' County, solIdilor pied precast n concrete+14,66' 435 Bay Home Road STM 1000-56-05-22 +3.0'concrete septi tank _ - Area = 13,834.65 sob. ft. or .318 acres Water Level +2.4' cv Water Level +2.4' Southold, New York IIg71 GROSS SECTION @SEPTIC TANK NOTES: scale I" = 10.0' Tax Map # 1000-56-05-22 1. Elevations are referenced to N.G.V.D. I0188 Datum NOTES: Mar. 27, 2014 2. This property is in Flood Zone AE Elevation 6 as shown on flood Insurance I. Minimum leaching system for (3) bedrooms of 250 sc.. ft of sidewall area 1. Septic Tank for (3) bedroom is 1000 gallons Rate Map # 36103G0158H Zone AE: Base flood determined (5) pools of 2' deep x 8' dia. S' long x 41-3" wide x 4'-6" liotuid depth 3. All information taken from surveyb Nathan Taft Corwin III 2. Concrete 3000 si min Land Surveyor dated April 01, 00q 2. Leaching pools are to be of reinforced precast concrete rings with pS -.- 4. Approximat6ly 300 cu yards of clean sand shall be needed for the sanitary system area covers, domes, and or slabs S. 3" wall thickness, 6" top and 4" bottom 5. The Adjacent area ( total lot area minus wetlands) = 13,611 sot. ft. 3. All covers shall be reinforced precast concrete all reinforced for 300 psf 4. Seal all points watertight The proposed lot coverage over the adjacent area = 1,676 sct. ft. or 12.31% of adjacent area 4. Maintain 10' between leaching pools and water line 5. Install septic tank level on a 3" bed of compacted 6. If in the future the septic system shall fail, it shall be removed, the material within the area removed and the system structure replaced inkind and in lace, sand or pea gravel y p p 5. Maintain 8' between septic tank and leaching pools 6. Maintain 10' between septic tank and house of I and backfilled with clean sand. D E C E ._!. V F19 SURVEY OF APR 2 1 2014 LOT 20 MAP OF SUBDIVISION o� t.�} .. WILLOW POINT �' '-� -- FILE No. 4652 FILED JUNE 16, 1966 O4� NOTES: SITUATE Q 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM ARSHAMOMAQUE 31. �� EXISTING ELEVATIONS ARE SHOWN THUS: 5 o TOWN OF SOUTHOLD EXISTING CONTOUR LINES ARE SHOWN THUS: — — — — — —5— — — — — SUFFOLK COUNTY, NEW YORK 2. FLOOD ZONE INFORMATION TAKEN FROM: S.C. TAX NO. 1000-56-05-22 FLOOD INSURANCE RATE MAP No. 36103C0158H SCALE 1 "=20' ZONE AE: BASE FLOOD ELEVATIONS DETERMINED MARCH 30, 2003 ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. FEBRUARY 23, 2005 ADDED PLOT PLAN MAY 17, 2005 UPDATE FOR BULKHEAD JANUARY 30, 2006 ADDED PROPOSED DECK R=25.89' APRIL 9, 2009 UPDATE SURVEY & LATH PROPOSED STRUCTURES L=39.76' MAY 22, 2009 ADDED 4' PATH OCTOBER 18, 2012 UPDATE SURVEY y JANUARY 14, 2014 FOUNDATION LOCATION O 6.)Ss AREA = 13,835 sq. ft. S LOT 0 (TO TIE UNE) 0.318 ac. 7. DWELLING J 0 11 C,\'\��9 1 �6 f .J S 82.5 1 '20s, E (104.47' F EDIr. MAP) „`'fliirr•;;.:::.# Y QJ clic. MO 9 5.8 ' '.*.i:.-.:;..........:.,:. M r c FLOATING DOCK I�y �g \ LOT i I V 3 . '.,{.'•:•:.:. ..F �; `�t1D \\\\\\\\ (...Ni 3.2'SilagaiiiIiii��... ► I 90O vo �� —I—___ _ DOCK 0.6'S " r^ Q 0ff; DOCK 01 �� i _ --+ --- 0 vl —�___ Z o al I cs °" • XI FLA I S1 % `1111,L l`' D 7, [1 I d 0' \ � / / L 'N9,Ir., a 'i TEST HOLE DATA �O� / 3_5 3 ,, X w00% \ F5 4 w (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JANUARY 14, 2005) \ N, Q' ` / ofNs Fll 'E.*IC- F = s '� EL. 6.4'• / • Dc 134' \13\ ,i,' h?' k \ / '\ ON ` 1 a OS o / DARK BROWN CLAYEY LOAM OL • \ ?sbrie' b 6_0 4.o \�N \i1 �p��'j� ��90 N� OO L_' 1. •• .o ` \� % �$� 6'&44),,,k67 Lt"-• BROWN CLAY CL <`i • O• � I' k / fir . .r • • !' • / C45 •,�. \ /e� o ,/ QQ1 -"_ ° PALE BROWN FINE SW \ o fid, -O (4> / G,C5 �' '�F ' ' TO COURSE SAND • . • c,°G 1°. \A.•A. cn _ / / "j �\,.� EL. 2.4' `..�.� 4. .a, \tit• . / / �Gtio pG k3 ` 1�0/� — / ��. O GROUND WATER • a � k ,o 15 2 9i `'� / / `tib /4 `,h /� WATER IN x \ / o. O� o. / // a � PALE BROWN FINE SW o•• ,. • kk / \ 5.6X/,(� Mme_ TO COURSE SAND \rlo 6::4/ V5 •,.. \ / / / i;: LSP � oH ,� Co•• / / /.. :. ' "4tA1 ~ Alp 44.... `�► %'r\/ I / ; \O ZpN�x �F�• 6 UNAUTHORIZED ALTERATION OR ADDITION •a ��. '' O / J O SECTION 7200TO THIS SUR9 ISTHEAVI EWT'YORK STATE OLAON OF N." ( / EDUCATION LAW. O '1:•4.. •/ \'• bP / / \ / S+ s11� O` COPIES OF THIS SURVEY MAP NOT BEARING m / / 01 Q.0 c, EMBOSSED SEAL STHE LAND OHALL INKED BE CONSIDERED r • s A.1 . ‘ \ • / ` til � �� • TO BE A VALID TRUE COPY. J X 0 �l � O 9� X S / \ I :: :'�O , O`�� O� �1 ISN PREPARTED,SAND INDICATED ONFHIS BEHALF TIO THE • . _ , s O _ 'p c9, j `�`'=;; D�" O� LENDING TITLE COMPANY, INSTITUTIONUSTED GOVERNMENTAL ER ON, ANY D �''�` ° O\ tau Q.�, o�' ' ��,V 1' \ TO THE ASSIGNEES OF THE LENDING INSTI- 1, O A O •, .2, •• INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. .%. \1:6 . a, THE EXISTENCE OF RIGHTS OF WAY . I1 AND/OR EASEMENTS OF RECORD, IF A. O ANY. NOT SHOWN ARE NOT GUARANTEED. . . 3 \ 1 G PREPARED IN ACCORDANCE WITH THE MINIMUM ` .4'• \ STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nathan Taft Corwin HI ` BY THE L.I.A.LS. AND APPROVED AND ADOPTED X :.•'•4 \ TITLE FOR SUCH U►TION. THE NEW YORK STATE LAND •I A Land Surveyor • . xis1 FNTE �. .. '. '` �. A' ,. _ . '' tl Title Surveys - Subdivisions - Site Plans - Construction Layout * , : 8 `'= A : _ �' ,,,'` , 11 '." PHONE (631)727-2090 Fax (631)727-1727 c. r--:4',::.. OFFICES LOCATED AT MAILING ADDRESS 0", Q- 322 Roanoke Avenue P.O. Box 1931 •=r�i., .$S. is ,,;1, 67 Riverhead, New York 11901 Riverhead, New York 11901-0965 ''''..6LA7:,'_?n , __._ - 32-195 - - - TG +7.0 �'�. '-rte - - - ,/ ---rg--E C Gharles`W\. South( // in. 2 1 2014 J A \ T / / I K TG +8.0 / o o _,uti'.t;., '.:v. 7 Vdi ter's Ede / / 37'_41, i- Board';.J [i.s.,.v Smith\Point, New Yor 1 ,n i (2) 2x 10 grider -� t - - - TG +q.0 on - 2 t Ph (651) 4�I1 52 - ..... „,, - / f I + + \ Fax (651) 4-1-522 / __ - -- - TG 10.0 // / � T p of Deck 1533 \ - _ + 2x2 s / a �; - trimer \ 41111111116b- \\\\- 17-8 10-0 - 8,_0..o 23 8 ‹U I kith 4 x / x O o __q` ` cV 5 w - Top of grade +6.00 � (3) #5 bars + 0 10 x24 footing \ _ - (2) •2x 10 rider - ~ s Z 30'-0" •Rt 'H I y �- Top of Fnd. + 10.67 y ° I I - - I Top of Fnd. + 10.67 '° \ NI o :r 1- Z - s O \INI.N I o \ I 2/ox6/8 1 1. 6' I 1 ' 11 N 11 6'-4° III I I,y'�F 1/2"x'_511 ,i 2'_511 y3) 2,-F. ,/I'-4"/ I I ST�RA 4'-4" GIE AkIWIENNIPAraice_ �,. 5,_e,„ y 3-O y 4'-4"i t �'y I,a/L (3) 2/5 x 1/8 awl�� __� o� '" T ' f �N Top tipf Fnd. W6a.50 ' i I 2 x 8 floor. jst 2 x 8 floor. _jst • L L \ � 16" O.G 6 \ C>? 16" O.G N _ -- 2 x 8 floor. jst - "' 2 x 8 floor. jst Top of Fnd. - 10.67 2x6 stud wall o ` �iilL II 16" o.G III III `' i Di 6,_0„ O 16 O.G. x 0 ' N BASEMENT - - CO 21'-4" 61 ay rt `t op ef-Fim f-I6.50 _ 13'-2" 6'-5" 4'-4" m --I •-,/ Top of Fin. Fl + 6.50 y y y y f m / 3'x I' o O CI -o of Fin. Fl + 6.00 o I I ill po ° ° LJII V ' ° 111 -Im III • is � ~s 3'x..'xl' ` IIO LI- IBASEMENT LJ m 3 1/2" steel �� CO N II'-2" lolly columnll -2 / 13 13-1 Zci O III 5/811 tpe "X" T I c O x x x _ II O III N gyp lad wall ' I W I N o CO 111 �'� II'-2" s 5'-8" x / 8'-5" / 10'-II" y & ceiling L I 1.111.111 I - _ _ _ _ '_� �� I m- -1(3) 1 3/4 x 0 1/4 mic o am 3'x3 I' \/ _ _ � � (3) 13/4 x q I/4 mic olarr� T � L - - - - =- - — — I I x11 ` Li_ = = — 1 I 6 II C�ARAC�E- x - I rOI- " L _ J o - - rn I I N 3' 'x1' = 3 x3 xl I Top of Fin. FI + 6.00 •,s o J d- 3/4 h/P'r + o I 'O. L F 15) 2 x 10 girder I- - -I (3) 2 x 10 girder `� d 2 x 8 floor. jst o 2 x 8 floor.\st o L # N `� ` I = �' ` - I = - ® 16" O.G. T 16" O.G. Q o x 1 11 co o o �MI o ,III LII _ ry _ - J v- III m III o m - 0 3 xl' - N 3'x3'xl' " �- m ^ - - 8x16 footing X11 m I— J S it N N 9 ^ m x r Top of Fnd. + 10.67 SSTB24 X 5/8 ^I m '� \ I I Topof Ftg. + 6.17 I I- I �f SSS ��� I®I`1 —_ast/ �"�es II II up 14 risers I I III 251-0" T I/a'�I lo'-o" d- I_o"h 12x6 stud wall - 22' 4" (3) #5 bare /11 i Scale: I/4" = I'-O" I I �i ' I in `t I Top of Fin. Fl +5.6,.'� 10"x24" footing I 4, L 8x16 footing y 3'-4" y I' 7'y 3'-4" , Top of plat + 14.72 I 1_ 1- - • I 11 _ Top of Fnd. + 10.67 Top of Fnd. + 5.34 ;;1,, t Y o AR' 2 1/2" Top of Ftg. + 6.17 r Top of grade +5.50 20- Top of Ftg. +3.16 - in • c,-,:.,,,/ `v ...., `i9 4 8" I I -a u' . Basemen ®®if' Flan lAi / ro'_o11 / •0 23'-8° +. I I °z ,l I:.s '1 1 H11olddowns to be min. 14 ua e x 3" wide = 11 .:I' , „ g g Scale I/4 O m � � �•" � Metal w/ min. holddown capacity 3000# I - p y corners Fastened as per manufacturer Ground water + 2.4 I I o' m O ,/ �■ . / I � 2 % 4 — ,�\, N4 • • • Tap o4 Slab p Top of grade +5.25 0 / `� � Endwall + 10.d o- O �r REINEORGING BAR SCHEDULE o >n / A ° ° Corner stud connected ' •• to transfer shear I I H ° \ ° KEY REB,�tiR SIZE REBAR SFAG I NG b / ° I �° 2-16d common nails oThrylt root O O L - - - - ® # 5 8" O.G. • Anchor bolt �'-5 I/2" y cl 5/8 dia. An tewater - / � shinglesI a shield eaves - y ® # 4 12 O.G. ie Min. 7" into Foundation j ... .- Foundation valleys p Fo dot n Plan & Eat • N 0 # _. G 4 12" O.G. Elevation a Section/ I I! l • • iI • Uli - ''': H mi 1 0 1 I - - • O go- 1 _ 0 1 1 // - • • R�TAININO nLL C • • 0 FoJdat'on Wall 1 I , • cementious plank siding• • I 1 — m not to scale L • • • • 00 • ! HI 1n6 . Topof grade + . II • • Io� = I • T � I1- // ! 1 • � - - --H - - ' � - -1- - -- moi- - � - -1\4 I cTI o 2'-611 U � — -- - - - - - - - - - - - Bay Home House C®rf�er —® dd®w1� C®f`lf ec-ti®f� o I F N.T.S. ci ! I 0 6" x6" or 4"x4" treated (� 0 r post cv + + OI • 614• 1 • I • = FF +15.33 O 14 guage meta strap _ O_ _ ofastened as er manufacturer ! it—' — — — — h —' : �� � ti� a �� �I tiY �� �� �� �� �, r , p�I r- o_ I- VY YY CY n VY VY VY VY Y VYV�T V VY VY- - - - + 0 4x4 metal base anchorrInall31;7; T 1 — K min 12 guage meta I base• O— o fastened as er manufacturero p455 Ba Home Road j concrete Southold Nev' York • + foundation TOG +10.0 I• O ~O . .. J -July 5, 200q clean fill Ir J J v I' V J . v • V , v J V , -, V , I, , , J ✓ ' . , , 4 , +I 1 v ' , , , , .I , V I. .I J ' I . April 8, 2014 • 4Fier- ®S9S G . 1, b I , I. , , . v „ I , I , a' v- V , I Y , . opograe + . A _ ON.T.S.J . . , , ,,, ,,, , , . . . , : . :. , , . . . , , , i „ : , . ,, ,. „ . , • . . ,, . , , , —_ast L- leVQtion Scale: 1/4" = l'-O" of 4 _ TG +7.0 Gh0rleslA SOutH RI ii �' 6 AR � ��11 TE APS 2 1 2414 ;`� 1 // I 17 TG +8.0 I / I 7 Niter's Edg / , s�'-4" I / Smith\Point, NTw Yor Board (2) 2x 10 grider t 71-1)- t-11- TG +q o — Phony (631) 471-522 E4j[1-522' • 7 ID -1 I- ax 1 // �� �� \ Fax (631) I • - - if) - TG IO.O // � � Topf Deck. 1533 v O = / o ec . + 0 + + \ kr„ . . 2xr 2 strin e 1 1 = __ ry / CA 0 T of grade +6 00 0 ( 5 bars \\ o 10 x24 footing \ ,,,,, - • \ • \2) 2X 10 grld.,r - 6 - - ~ - s - I Cil To of Fnd. 10.67 � IToFnd. + 10.6-T I, � f 30-0 N N \I p -- • I O -4' L p :- - - o N ° I\ I I " i 2/ x6/8 I. `-� f- I \ 1 1 I I 0 r 4'-411 1 3'-S" 3,_c,,, 5 4,_4,,: , N I I6'-4" 111 �;r i i ii i , I III I I'- I/2" '-511 21_511 21_ 11_411 X I STORAGE / '''' ''w. �.��.. i����-�=����si�` - i - __ ::_:_:_.....- ---- - ice__ �� I L (3) 2/5 x 1/5 owl � _ci- - _1 o - 11 �N Top,Y,.f Fnd. +M6.50 14 2 x 8 floor. Jst 2 x 8 floor. Jst I— ‘---------1-1-- -,- in• \ \ - \ 16" D.G. \ 16" O.G. N cS� -(1- •-... • 2 x 8 floor. est �' 2 x 8 floor. est Top of Fnd. - 10.67 2x6 stud wall o En ® o I 1 \ @1611o.� III \ @I6" D.0 III 111 / 6'-o" Y o / , _ r BASEMENT - - m 2I'-4" 61 6r `� to w. op-of-Fim f=+ -+-6-56 - - - _ - 13'-2" / / 6,-E5„ - / / 4'-4" m / I- _1 �/ • Top of Fin. Fl + 6.50 O I 1 \ 31X I. o x O p I I _ O N "op of Fin. Fl + 6.00 4 o 3x xl II o i W i m H -.---\ BASEMENT L J x / L J m ally column \ 63 I r-0 d II '-2" / ll'-2" / N O 61 -' 5/8" J e "�/" 0 \ - \ \ \ \ I o III OI o gyp bdlwa11 e � io p N __ - - - - I I ,S'i II'-2" 5'-8" x 5.-5" 10'-II" ceiling L I m uul i II- _ _ - w / - 3x3 l \/ - m 7(3) 13/4 x 1 1/4 micrpolam-I (3) 1 3/4 x �1 1/4 mic^olarrE 1 1 r ` III= = = = �- XI ►'= r -= -,- = = = I= = I r- 0 �1 JILJ — J fifi J o II GARAGE O r kr rn + `� 1 N 3' xl' - 3'x3'x1' Lc3/4 0 Top of Fin. Fl + 6.00 + ‘o 6 + i oo J `r I `� r c 0 4 I j `- o ^WL` �� -(` ) 2 x 10 girder 1777 (3) 2 x 10 girder 2 x 8 floor. est `� 2 x 8 floor. jst ' dv -6 • 1 " -- -\-1-1-1- 1 M I - �) \ 11 T \ 11 N O 111 Di # X 0 a V 16 O.G. ® 16 O.G. 0_ o 0 o 12 :; i1E1 0 0-,111 LII _ ry L — J K- III cn Q m 0 F ' 0 3' - !lJ 0 �•'xI' - r _ 6 3 x3 xl 8x16" footing �- m H j I N x r, in ♦ r -. III n 1 m r J a 5 N - Topof Fnd. + 10.67 _ I SSTi324 X 5/8 O I I Cross Section _ost/ ^est I m u 14 risers I r Try" of Ftg. + 6.17 —I Scale: 1/4" = I'-O" P'i 2�II o11 p 1 I p'i I F I ,I 22111411 to O" �-I 2x6 stud wall (�,� #� bars 4*, 1 1 • Q, L 8x16" footing 3'-4" I'-7' 3'-4" I `F I I Top of Fin. Fi +5.66 S - 10"x24" footing I I j - / i • Top of plat + 14.72 __ J : I i \ L�\L Top of Fnd. + 10.6.E - —� J ';n ,� T._„ Top of Fnd. , 5.34 km N - 2 1/2" Top of Ftg. + 6.1-1 r Top of grade +5.50 - Top of Ftg. +3.16 U1 I Il'-5"/ 20'-4" /I'-8 ", O 1 1 Holddowns to be min. 14 age x 3" wide E������t - I®®� I�� w / r0'-o" / ,c) 23'-5" + 9 Metal w/ min. holddown capacity 3000# Scale. 1/4" = I'-O" nj 6 @ corners Fastened as per manufacturer Ground water + 2.4 - I I 01 m o / _ 2 o - --i — — ,-`-,--.'tip:, :t. ,^,o �/ # 0- To ofgrade +5.25 - I �0'/ ``7 �j Endwall �� Tpp o Slab p 0 / ( � `. I: `0 v , IO.d H (-.=', � °° RE I NF ARG I NG BAR SCHEDULE o / �' ,, = ° Corner stud connected -' I / c I, - 0 0 ° to transfer shear I• i + - r� - - - - ' ` ° ° 2-16d common nails I 9 KEY REBAR SIZE REBAR SPACING - ' n , =r ;• V ° a�_hrylt roof r O ° @ 6" o.c. shingles with N ''"'► . Xi ice g water- shield ater _ • - - - -1'-5 - -1 ® 5 8 O.G. A0O ° 5/8" dia. Anchor bolt �'-5 I/2" - - - \ -shield ® eaves - 63 _ i'llekt Min. -f" into Foundation valleys ® # 4 12" O.G. o Foundation Plan Eat : N,N\:1/4N.NN, ' , , ; NCI # 4 12" O G H• _ _ • _ © Elevation Section/ I . 7________________-_-_-_ : _------- - O� d' 11_011 O 00/1/ i ': , -ino • • a e':, H RETAINING hlAL 0 = oar Foundation Wall F not to scale '- • • G (V Topof 5.00 ousplank sidingE cements • grade /��► 1 - s °111=11 \ — - -; 11 - - - - - — 1 I rii — - - 1 - ! — — — ! — — _1 N _ 0 u I Corner -O I ddOwl� Connection -,-: -,- J - - i I K Say Home House H N.T.S. — \ — j 0 6" x6" or 4"x4" treated - - - -I- - to O r- post _� - - i ' ! - , 1 Y Y 1 1 1 1 I. (6 ♦ MITI 1 + + ' I ! • I I I 11 i O 14gua e metal strap I I 5.3- o1 • O fastened as per manufacturer — I — r , — . I— � _ Y Y ICY VY IV I 'V Y ➢ � 0_I ~ I i iI I Y 0 4"x4" eto base anchorI I I + ~I ' min 12 guage metal base II I I 0 �j fastened as per manufacturer � . ., • , a. . . . . : . : : , , 435 Say Home me Roa d + e foundation Southold, Nev York =11 TOG +10.0 a v y .I .. ✓ ✓ v '.I• v . I. Y ✓ . J I ' v. O ~ Y V • I J 4 V : - .I J v v v 1 v rI J v Y V IJ. July 13, 200ci n clean fil ✓ ✓ I J v v Q. . .1, Y i. Y _ ^I . 4' v + April 8, 2014 ' ifi v ✓ Y b ', A ______ J v w .Y Y y b v J- ✓ Y , I. b d J' J. YY I .1 , W .Y 7 . 1 v ✓ v Top of grade +4.5 Pier Post Base Anchor • ' y, 1 1 • 4. N.T.S. I I' : ,. :• I •I J, .Y v I a v d . ✓ v 4, L 105‘4+-7.11- L d LI b v v Eost Elevation Scale: 1/4" = 1'-O" of 4 6,_4„ Charles W. Southard Jr. / • ARC - ITEC T Rafter connectors as required 1-1/4" x 20 guage steel strap w/ DECK holddown capacity of 135 pp rafter 7 Water's Edge DOUBLE TOP PLATE 8'-1 I/2" H II G/ Smith Point New York 110161v / 60'-0 (I) 5/O x 4/0 fxd (I) 5/0 x 4/0 fxd / Attic Floor (I) 2/5 x 4/0 fxd with (I) 2/5 x 4/0 fxd with 1 1 1 �1 - 2X6 BLOCKING AT SEAMS Phone (631) 4-f 1-5228 / IT'-5" / 18'-8" (I) 2/5 x I/8 awn above 23'-8" (I) 2/5 x 1/8 awn above / y Roof Framing - -IT -1 71 - -1T Ir -71- TO ENSURE LOAD PATH TRANSFER Fax (631) 471-52201 3-8' 3 3'.-5" I -� l'--I" 3'-8" 3" 3'-5" 2-8 _ _ I� E Ii I r /2-1 I/2"/ 2'-5" / 2'-5 / 21-10" / 2'-8 / 21-5" 11-01 I/2/ cV -8 f // / / ♦ ♦ / / _ __ • X X X X X A 2X6 WALL STUDS ,s 1, c- __ N 4-1 L'� pm "' "' �i I 15/32" PLYWOOD SHEATHING (2) 2/5 x 4/0 fxd `O ' ' ..x 4--0" / 2'-0" / g WITH JOINTS STAGGERED (2) 2/5 x 1/8 awn above Header E 2 x 8 floor jst / II'-2" �i 5'-O" , I -1 I/2" 3'-8" 3� 3'-8" // 3'-8" 3'-8" I'-��I/2'2/6 x 6/ 5 \ m A A SHEATHING SHALL OVERLAP AT WINDOW 4 DOOR N. III 16 O.� . 7 r 17 lr I HEADS TO ALLOW LOAD TRANSFER AROUND _ 2x8 continuous band beam _ 9 -I Cripple Studs OPENINGS TO COLLECTORS/DRAG STRUTS 2 x 8 floor. jst 41 dl L I Q L I J L I J I-11 -t / o - 6 (typ. Connections Required) I I I \� _ ��••% (4) 3/8 x 4/0 fxd with I N 2nd Floor \� OL - I I 16 O.G. (4) 3/8 x 1/8 awn above TYPICAL FRAMED OPENING BATH I I _� Uplift connectors as re ulred - _ II --T O x � �� II � II I (- '--1.(9, - - -- 5-e point "A" See Design "Notes - \ E �r 111 � _, cq OD .1-1- 6 O � - _ \ / �1- -1II .- � 2X6 BLOCKING AT SEAMS \mI - - m -1 _ \ For winds eed Fora licabilit /_ z Nr p pp y o _ _ II L II TO ENSURE LOAD PATH BEDROOMx 17-2 2-O � TRANSFER / - H I °o I I I II fire lace w/ las• SITTING N ' o a, N GREAT ROOM gasp g �t Header Studs II I I I 15/32" PLYWOOD SHEATHING \ i doors, make up air, / 1 `i-o"�, 0/ - WITH JOINTS STAGGERED 0 5 / 3-8 cv 18 non- combustibl- ha--.1i- - _ in 0 6 V. x L O Nd UpliftII 6 it=- J 2X6 WALL STUDS x N m m KITCHEN GReInlle edr I II Zo 1 I II II c� BOTTOM PLATE in 2/4 x6/8 6_f�/ x - _ 4'-0" • I III 2X6 SILL PLATE 4 S 5-6 1st Floor _ N / `. N / •Top of Fin. Fl + 15.53 I m / I / I I I I - I - #i .� LH - IL D �y `� �� \ �- `I- _\ I A I I I �` _ III-IJ_IJL - - - LL -I)- - -! _ in - m 5'-4" 4' _11sN III / 3'-6" / Q _ NOTE: ALL SHEATHING SHALL BE INSTALLED IN STRICT u� / , '`'' S-6 / / 8'-2 1/2" IO'-5 I/2" ♦ d1 L 0-1O SG'LARWALL D,-TAIL I I I Tc ACCORDANCE WITH DESIGN REFERENCE. ANY tn AIL /4 x6/8 (3) 3/4 x q 1/4 microlam (3) 13/4 x q 1/4 m crolam L en I nc f O m iflO Data i I I DEVIATION FROM DESIGN SHOWN MAY REQUIRE O = o _ _ Scale: 1/2".1'-0" -RM O �l I �l� �T ADDITIONAL STRAPPING. ,�� 2 x t8 floor. est E III 2 x 8 floor. jst N Scale: 1/2".11-0" 'n `r 2 x 8 floor. jst13 )11 �O ® N a N c0 „ 6 „ x L N x x x ® 16 O.G. 16 O.G. g 16" 0.C. (Ni I a� ENTRY N N NOTES : 12'-O.. 5._8.. m cn m m / _1 (3) 2x5 © s \ '-2" 2'-4" d- ' _ �_� N / _ (3) 2x8 - , I. The window sizes and styles shown on these drawings refer to "Anderson Corporation "Series 400 products. /"Ic3 s) 3'=" / N o 1, x II DINING ROC I This is for the purpose of illustration only. 61 xr - NS'_O 2. The connectors required or shown on these drawings for Hurricane Resistant Residential Construction shall N �EDR®OM 0 N / m 5 meet or exceed the design requirement as shown on these drawings and shall be installed in accordance with the `i - w L _� [ T ,� the manufacturers requirements. The contractor may used any product which will provide these design specifications. ir LAUNDRY I POWIDER ROOM m "Simpson-m n Products as manufactured by Strongtie are shown for the purpose of illustration and compliance only. 5 I -0 4 5' ingit , d 8-2 r 3-6 3-O 3-6" �' 6-4 III 16-O 3. haThee beense struction aff affixed udocuments have been on these documents.pAn preparedby deleor tion,on theer direction of the Architect whose seal and signature 6 p y vision to these documents or the work performed �t (2) 2/5 x 4/0 csmt in accordance with these documents, is in violation of the New York State Licensing Law, and anyone who directs = 2/5 x 4/0 csmt (� \ these additions, deletions or revisions will be held responsible. _ d- " 2�_5 2�_5 37'-8" 2-5I6-33-6 � / / / / W O 4 1/2" in SEN: RAL NOTES: 26'-4" lo'-o" 23'-8" / / / / I. Contractor shall verify conditions and dimensions and notify Architect of inconsistencies, prior to proceeding with any work. • 2. The Architect is not responsible for construction supervision unless -i is t f-- I o o l' p on speciified by written contract. 3. All work shall be done in accordance with all Federal, Residential Code Scale: 1/4" = l'-O" m of New York State, WFCM, ffi local Building Codes • 4. All electrical work shall be done in accordance with the National Electrical Code, the Board of Fire Underwriters, and Residential Code of NYS, Part VIII, chapters 33-42. -a -,,,n, continuous ridge ,,,�--r ..-,,. g I 5. All plumbing work shall comply with the Residential Code of NYS, Part VII, chapters 25-52. „ P-=-9-1._&7;, :.N,, I 2 _ continuous ridge vent 17 p ,/�, � . 6. Do not scale these drawings. Refer to written dimensions. �'`'` � . .,' � 7. Basmemts with habitable space and every sleeping room shall have at least one openable Ridge Beam (i'if 'f._, -;� .1-1 ` .1hemer emergency escape and rescue opening. Where emergency escape o ein s are provided �m 1 r' ; I14 44110 .• • asphalt shingles they shall have a sill height of not more than 44 inches. - ' accordance withsection RIO"..2, lywood sheathing All emergency and escape windows shall have a minimum net clear opening of 5.1 sq.ft. / 7_ pt' 1111111jelti 154* felt, 1/2" • l Detail "A" m rs Grade floors shall have a minimum net clear opening of 5.0 sq.ft. r /11110"4:4@SII The minimum net clear opeing height shall be 24 inches and the minimum opeing width shall be 20 inches diki "all' Al 1----1 ir 8. All glazing shall have a minimum classification rating in accordance table 8308.3 from the Residential Code of N.Y.S. Windows 4 Glass doors shall be in accordance with Section 8613. '. 2x6 Ceiling Joists @ 16 o-:" insulation baffles And designed with exterior wind pressure based on 120 m.p.h. winds. 1st $ 2nd Floor Plans ffirg%41 , ik, . - - - - - - - - Aix6 Ceiling Joists I@ 16" o.c. 116. 12"EW ‘ R-42 batt insulation q. Handrails shall be provided on at least one side of each stairway with two or more risers "11114 l Min. I" airspace to be maintained @ Handrail height, measured above stair tread nosings, shall not be less than 34 inches ocation of all ridge $ soffit ventsFAA. and not more than 38 inches. 10. Provide stairway illumination directly over each stairway section in accordance with the 18'-8" • ' .L4 Residential code of NYS section R303.6 Aluminum Gutters 4t leaders d? O • vented soffit II. All "Treated" lumber to be pressure preservatively treated and naturally resistant wood. is Detail `� - 119 Pressure preservatively treated wood and naturally termite resistant wood shall not be used as a 3/4 TSG plywood sheathing O - lywood sheathing Physical barrier unless a barrier can be inspected for termite shelter tubes as per 8320.1 of RGNYS in glued $ screwed to joists - crewed to joists `-`,.1 TOS +25.00 TOS +25.00 2 x 6 studs 16" o.c., CONSTRUCTION NOTES: o I/2" plywood sheathing, cementious ' _ NI1 - O plank siding, 1/2" Sheetrock, 5 1/2" I. All footings shall bear on undisturbed soil of 11/2 ton bearing capacity. m 5,_2„ _ 7cr R-21 Insulation.and R-5 rigid insulation 2. Concrete for footings and foundation walls shall be 3000 psi @ 25 days m on exterior. Note: All insulation and Have between 5% and 1% air entrainment by volume O to be installed w/ moisture vapor 3. All concrete slabs shall be placed on clean fill, compacted to q5% density. Bay Home House retarder on warm-in-winter side4. Concrete for garage slabs, and concrete exposed to the weather shall be 3/4 T$G plyvvood sheathing 0in accordance with section 8318 350Opsi @ 28 days and have between 5% and -1% air entrainment by volume ir 5. All lumber shall be construction grade Hem-Fir 850 psi strength. ,0IIIII N 6. Doublle framing around all openings. kl 5/4 $6 plyfr\i•ool sheathing 2x6 Treated plate 1. Double floor joists under all partitions. T ' ' e' m 5/5" x12" long anchor 8. Headers over all openings shall be (2)2"x8" unless otherwise noted. bolts 32" o.c. q. Double 2"x4" posts under each end of all headers and girders. termite shield 4 sill 10. Provide metal joist hangers where all members meet flush headers DetailIMIVIMMOMIFIUVIIIIIIMEIMIMMIMIMIMMIIIIIMI sealer insulation II. Firestopping is required at all concealed spaces within wall, partition, floor, _ IN II iiiimma stair„ attic, or cornice construction, and around chimney, pipe and duct openings. I5'-3" O N Fi st Floor (less than 6 above grade plane)) Such construction shall be fire-stopped or filled with non-combustible material, 435 Bay Home Road cr) m Refer to to Residential Code of NYS Section 8602.8 Southold, New York TO • 7 12. Ceiling finishes shall be in accordance with section 8805 Residential code of NYS N 4" concrete 4" c trete �o = Gr de lane (average grade 6' out from foundation wall) Slab with 66x1010 mesh cn` 15. Inculcation shall be in accordance with section 8316 Residential code of NYS Julyci°.) on compacted clean fill r Slab with 66x1•10 mesh 13 200 TO +10.0 on compacted lean fill _ 14. Wall coverings shall be in accordance with section R100 Residential code of NYS 6 mil. moistur barrier pApril 5, 2014 �t 5" concrete foundation wall p ,- N 15. Asphalt shingles shall be installed in accordance with section RgO5.2 Residential code of NYS 5" thick x 16 wide concrete m `� footing Dampproofing 16. Dryer Exhaust vents shall be installed in accordance with section M1501 Residential code of NYS A _ 2 -1- \ IIIIIIII TOS +6.5 5asement Floor (partially bellow r2 1-1. All mechanical systems work shall comply with the Residential Code of NYS, M 1300 ` • • • • ♦ IIII �� TOS +6.0 • I 7 Cross Section North / South m Scale: 1/4" = 1'-0" +2.4' ground water of 4 WOOD HEADER Charles IN. Southard Jr. 14 GAUGE ANCHOR WITH WOOD HEADER ° %0\ - - 1 >- T 7 UPLIFT CAPACITY OF 1800# la } 14 GAUGE ANCHOR WITH �e \ A R a I T E T 1- 7mot ° ^i AND LATERAL CAPACITY OF UPLIFT GAPAGITY OF 1400# ° ° A :1, MO1400#. FASTEN AS PER AND LATERAL CAPACITY OF Water's Edge 700#. FASTEN AS PER o o Smith Point, New York IIg67 MANUFACTURER REGGOMENDATION ° ° ° ` ' ' Phone (631) 471-5228 (2)2X4 POST Fax (631) 471-52201 E- (2)2X4 POST _14 17'-8" 18'-8" I 23-5" / / --�/1llLlJlllli- 3'-�i I/2" / 10'-5" / 3'-'I 1/2" / 2 / -5 /I'-'1"/ 2-5 / I Gunge Steel (Min.) p140-14 vi tai L4I Joist Hangers •N k. in - 2/5 x 4/0 csmt with 2/5 x 4/0 csmt with ®� -coder ®���� ®� �� (4) 2/5 x 4/0 csmt with k 411111\ 2/6 x 6/b ���K r 2/6 x 6/%o 2/5 x I/8 fxd above 2/5 x 1/8 awn above )11 2 2 5 x I/8 awn above '74- I'-� I/ I___, , s, 0 �\IN� AN�aOR� \ NTS Flooring � II UIP UIP UIP Il g O II Gua e Steel Min. � (4) 3/8 x I/8 awning 6 Z g 16'-a" ,�; 18'-8" s' 11'-2" / II'-6" / / Joist Hangers Floor Area Ratio Calculations / ° 111Flush header Date: April 4, 2014 m Floor Joists Project Title: NEW RESIDENCE MASTER 0 0 ° ° 5EI;ROOM JF ER GREAT ROOM A. New Home: _ m Top of Fin. FI + 25.00 p / 2-o' / Z? First Level: 1,676 sq. ft. �,, - 1L1SH -eo-Coder Detail ';i) 0 roof scissor trusses • m ® scale I"= I'-O" Second Level 611 sq. ft. N .4O - roof scissor trusses Loft: 545 sq. ft. Q x \ @ 24" O.G. v - in O \ @ 24" O.G. ( TOTAL HABITABLE SO. FT. : 2,852 sq. ft. NI\• J X / Lot Area (as per certified survey): 13,864.35 Sq. Ft. - - - - - - N open to below r'� I►1 F.A.R. (Floor Area Ratio): 20.4 _ - in Unconditioned Space: ci 'CLOSET CLOSET X IIP y111 U1P N X111 sDC- Basement: 0i66 sq..ft. T .6 (4) 3/8 x 2/4 awning Garage: 710 sq. ft. r _i_ _ coS °' �; x �1/ Lot Area Coverage: 12.08% J m - - - - - - m ml OPEN LOFT - t 0 r Top of Fin. FI + 25.00 11'-Io" II'-10" Charles W. Southard Jr. / 8'., 4- .o / N Registered Architect n ^ ID - L S N � 0 (3) 2x8 (2) 2/5 x I/8 avtn m BATH iv m / X oX / 3-2 / x N. ` - ` (N --•_ --- -- 6, ----- DESIGN CRITERIA CHARTS FROM THE: RESIDENTIAL GORE OF NEV' YORK STATE (SECTIONS R301 through R305 6' \ 1 _02) �i 3'-4" /1'-itH/ 3'-4" p- 10'-I" - 7' CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA / / Section R301 Table R301.2(I) m Ca) - I/q � 3/G csm; _ _ - -- (2) 2/5 x 4/0 csmt 1 ' Ground Wind Seismic Subject to Damage from Winter „� �, � � \ _ iNiSnow Design Frost line g Desi n Ice shield Flood za g g underlayment Hazards 4 1/2" ,! --6-1°1Load Speed (mph) Exposure GatagorL Weathering Depth Termite Decay Tem Re wired 2/5 x I/8 awn _..._ _ � -r-11/2" 2'-5" I6'-2 1/2" / 2'-6" / 5'-I" / 2'-6" / 1'-3" / 2'-5" j,j 2'-5" a'-3" / 20# 120 B G Severe 3 feet Mod-Heavy S-Mod II f YES N/A / / / � � Minimum Uniformly Distributed Live Loads DEFLECTION LIMITS W 101011111111111%,1.1110111k (in pounds/square foot) CONSTRUCTION L S OR W D + L l0'-I" 23'-8" / Section R301 Table R301.4 / 26'-3" / / Second ' Icor Flan a ROOF MEMBERS L/360 L/360 L/240 USE Live Load SUPPORTING PLASTER GLC. L/240 L/240 L/180 / 60 �_�/ =_� Exterior Balconies 40 f SUPPORTING NONPLASTER C.L .CL/180 L/180 L/I20 FLOOR MEMBERS L/360 L/240 Scale: I/4" = I'-O" ` Decks * # 50 Passenger vehicle garages EXT. WALLS 4 INTERIOR PARTITIONS Lateral for 120 mph wind WIFCM Attics without storage I 10 WITH BRITTLE FINISHES L/240 Lateral for 120 mph wind WFGM q" R-31 batt insulation 8'=132 plf x 1.33 = 116#/ raft = I'-. I7'-8" Attics with storage 20 WITH FLEXIBLE FINISHES L/120 > Min. I" airspace to be maintained C� q'=145 plf x 1.33 = Iq3#/ raft 1'-o" Rooms other than sleeping rooms 40 Attach to structure with 3/8" lag bolts r�� ERS 8'=132 elf x 1.33 = 1'16#/ raft location of all ridge 4 soffit vents 15/32 plywood sheathing g24" O.G. `<%'"amu; 9i�4, ` 1'=145 plf x 1.33 = I13#/ raft 12 Sleeping rooms 30 j� ;;v,:� 8M,6'..;' '''\\, �CN\ fastened to all members q # Stairs 40 Anchors l`-** with 8d nails � 6 O.G. on * ac to Concrete with 3 8 masonary i, a�,.• f �,a,� Anchors X24 O.G. �� �_�c;,i edges and 12" O.G. on # Elevated Floors shall su ort 2000#/20 s in. ! ','- •:•`).:4;`� _+ g Guardrails and handrails 200 pp q• ��„ w ,..c:) 1 i /. al - m intermediate members 14'-2" I No storage with roof slope of less than 3/12 I A 1 i "Lop „ . . I r use (2) toenails each stud to plat 254# =T ._ ^m use (4) face nails each stud to j0 540#401# / 135# = (4) 1Od nails min. O �° ° + plywood 240# p1f , �, .. ----..................... .._._...._..........._..._-----.._--- --- - - 0 4 i a- 411 Nt i " Plywood sheathing to be - - - _ II ■-1 6 12 p m blocked with 2x6's at all seams 1st 2nd Floor Plans Qm m m fto ensure continuous anchorage Truss Detail 0 - v II Plywood sheathing shall be - N X IL u? Scale: I/4" = I'-O" -_, �� - overlapped from first to recon• story Q -' m "a I l to r o o truss C.O n n s O t i o n "A to maintain load path. Q m K N1 I m shear capacity on IOd common nail in 2x = 135#/ face nailed _c u) use (5) 10d common nail / rafter = 135# / face nailed x (5) = 1050 OK CO 1 stud to plate at eac-h 00r ��5 • 1 -0 x withdrawal capacity on IOd common nail in 2x = 56#/ face nailed m • 0 `� u' fl sbhear capacity on 1Od common nail in 2x = 135#/ face nailed N use (8) lOd common nail / rafter = 56# / face nailed x (8) = 448# OK o N withdrawal capacity on IOd common nail in 2x = 56#/ face nailed SN / 4'-6" -i'-2 .o / 114 2 : m - ii = 127# / toe nailedE ��--i_` 0 @ N sl'hear capacity for shearwall assemblies 3'-8" -, �' _� m • 6_ = 15/32 plywood sheathing 8d nails @ 6" o.c = 240# plf = / -\ \ / -' N . cementious siding - - - - _ r74 - o a 2x6 framing 16 O.G. Bay Home House N � / 5-O cn� ,- �� rigid insulation Laterral for 120 mph wind WFGM - 0 J. � 4 2x6 Treated plate > O I �. sealer insulation 24'=243 plf 36/24 x 1.5 = 365 plf x 1.33 = 486# _ ' = O - i iw termite shield 4 sill 15/32 plywood sheathing :i 1►Ii fastened to all members 4 5/8" x12" long anchor bolts Ridge connectors as required , �_8 / ` with #Sd nails @ 6" O.G. on i; pr With 3" square slotted washers 1-1/4" x :20 gunge steel strap w/ edges and 12" O.G. on @ 32" o.c. within 6" - 12" from intermediate members end ofplate section and Tension ccapacity of 500 pp rafter / 5'-0" 12 / 13'-2" cv / • fastened as per manuifacturer recommendation • 1" min into concrete foundation _• r.•=• • • illlit_044, I2 - zo � 435 Bay Home Road Foundation m • • / I4'-o" 4'-4" / SouthoId, New York ® lade .-7- uplift capacity on 10d common nail in 2x = 127# / toe nailed -� - Lateral for 120 mph wind WFGM _ July 13 200q 12'1# / toe nailed x (5) = 635 #/ stud • N April 8 2014 5'=132 plf x 1.33 = 1-16#/ stud = 15/32 plywood sheathing 8d nails @ 6" o.c = 240# plf NC�T • COLLAR TIES ARE IDED in 1'=145 plf x1.33 = I13#/ stud 240# plf x 1.33 = 3I1.2 #/ stud RIDGE STRAPS ARE NOT REG - Tension Capacity of 5/8" anchor bolt = 5875 #'s each - - - - - r . A _____ 5. Shear Capacity of 5/8" anchor bolt = 3025 #'s each • Detail II ' Cir 055 Sect ion East/molest Scale: 1"=1'-0" of 4 Scale: 1/4" = I'-O" A IOA LIST Charles lel. Southard Jr. BS11t ARC I TLCT 3" vent thru , 1o'-o" (3) 2/4 x 1/8 awn 211 — roof 1 I (2) 2/6x6/8 doors 7 Water's Edge —Iv 2' L J L -0- Smith Point, New York 11167 asphalt roof 3" vent shingles with Intfloor Phone (631) 471-5228 ice water I iv (6) 2/4 x 4/0 csmt Fax (631) 411-5221 shield eaves (2) 2/4 x 4/0 fxd with N12 valleys I (2) 2/4 x I/8 awn above > 1• (2) 3/8 x 4/0 fxd with — > lavatory - _: ___ (2) 3/8 x I/8 awn above toilet - 8 x 4/O fxd 1 2 3/ I ! ) Jacuzl (4) 3/8 x 4/0 fxd with 1 , i — - 1 O /8 x 1/8 awn above Show I�r �{ 4 3 I� I I J.... — 1 • J L - 4 x I/8 awn I T 1 2/ a; cv 1 /6 x 6/8 doors N r C.) aCO - 6 ! �.__''' 1 T -- - - x 6/8 door _ J 2 ! u 1 �_.. u 2 2 u C vent scent - vent T J _ _1 I (4) 2/4 x 4/O csmt with I T TI - (4) 2/4 x I/8 awn above T T ! . 5 2 �' = �' +, p�-ef Inrsh d ceder —' x csm N N N N 51'1In' Ie5 , '"' 1 '1 'L":."'..-..: C (N ;/ t ( ) gl +25.0 (4) /4 avenin T _ :._ • • TOSF N - > : - kitchenI washer — �_T.,_- " 1 —... ._ (3) 2/4 x 1/8 awn , .i J. ________r____________ -.... _- _ ... - slnk TOSF +25.00 - �_. I_ dlshwdasher toil--pt I-'lm 1 - toll t � o t �_ NI/q x 3/O csm N 6 . I ,II II' V- - 1 lr- L—J TI (2) 2/6 x 6/8 doors I . • u :,,j,_"„:' • \" --- - --- - 1. 1 1 o H H 1st Floor —_ .._. y� • - -' J__II stdn� y tared ' N+� �' N N V) N c N N N N N m = _ = N kvuh 6 66 J 6 6 = m N 'CO — - ! ! !_....i_ efrn�shredolcrr^ i ii I / / r In Ie5 i 1..._ • cjerpentious plank siding • • I, --1--1 i � :.. . 4 waste to 1 1-i I T�_l �, 1 NEW sanitary — I y 1 i 7 TOFF +15.33 �_,_ I I I 1 1 f system • Tl ,- Y . LI 1_ : 1 1 . : _, ! TOFF +15.33 i_ 1 I 1 I - i J T I 71 i ��.. , �' I I T I 1. : ' : n I 14-O - I_I I 'I II f I� �y ,a/y l� l��l 1� Riser �11�1 / 6 D •, 1 1 -1-----;-!--,J1 . , I — 1 —' I 1 J ' � ' ' I • i� I 6-011 14'-O" not to scale 1 1 ' I 1 11 L_. : ! -, - i ' , 1 - TOG I D.O T� _ I \ m I GOO NOTE. I I r L• : J _1 v w -L ., ., J' �. WL L- Y ., L 1 J J' .. .YVY L I' I' •I -, �� `• V V ✓ Solder shall contain no more than .20% lead r ✓ L 1 .Y ,.. w Y v v d' J' I. ✓ W J h : I J .Y J, : J 1 I 'I 1' ✓ v Jr J -I 4- -f-- ✓ 9 Water supply piping shall be copper 1- , •V ✓ v J• .4 I I I 1 , .✓ , J- y' ., : 1 ,V ., v. y d „ ,, ,I, J_ Waste and vent shall be schedule 40 P.V.G. or copper 1 TOG +1.0 ! ! Y J, I; Y ,, .I, J. .. , J Y .,- J- J J L I- V ✓ J ` ✓ I_,,..�_ •L .V• ✓ I TOS +6.5 J J : G 8 O _ - ! TOS +6.0 _.. - - -I TOS +6.5 rangy Nast) I I ev t iar - asphalt roof shingles with asphalt roof ^\ �E ice water IEe es with �, �R �gf, shield g eaves \ \vgls _...... ,�v� '� t --�� y i v *----,Nir.,-., ,_., ./:,/ 1 --- - ._.---- - _. _. - _ - tet. t iliciii 411 .__ -- — .... 1st 4 2nd Floor Plans - - - -: — 1 I - I — � : I I - - - - — — T • - ! :. 1 1 O 1 1 CD _1 1 Gelmentousll lank 'nidi 1 : : p � • c�mentious plank'!sIldln' • I 111 1 1 , 1 • 1 • 1 cv - - T — �I— + I rte, — — - - - — — _ ~1• T • 1 0 Bay Home House 0 I • 1 1 • • 2 •• • I : 1 • • 1 — - - _ — • TY T T - - _— -I - , - -- - __ __ — — 1 0 • , O • 1 • • , 1 • • • In -' • • In ! 435 Ba Home Road I Bay 1 Southold,Id New York Sept.21, 2001 • : Ir. April a2014 L V ✓ J, J' J. ✓ J- J. 4 V ✓ - :•, .4• v 4 1, I- V .✓ J J' J' I: h ✓ , ., , J , V v ., : :. I. i r .I J I, i, , .1. J J I. I' ✓ i J J : r r 1' J J ... I, , - ' " N : Y J J, 1. Y ,Y J J I, ._ _ ..... „ ‘, J J J 1' Y J y J .I I, :, v J V V V . •I J .. V V ., .I J . L I, J- J J ., ‘,_ „ L' V V .I J Rauh '- levatian J J � , 4 vA.\ ___ 4:. .„, „ , „. ... :......___ ...._ J •, V V 'v I J 1 J v v „ V V 1 v ✓ •V I u v -_..... ® •• l ��� I IeYa� ian .. Scale: I/4” = I'-O° of 4