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Home My WebLink AboutTR-8678 Glenn Goldsmith, President *QF Sl7(/j Town Hall Annex Michael J. Domino, Vice-President ,`off y�lO 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III Southold, New York 11971 A. Nicholas Krupski G Q Telephone (631) 765-1892 Greg Williams �� Fax (631) 765-6641 COMM BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1719C Date: June 25, 2020 THIS CERTIFIES that the demolition of existing dwelling, decks and detachedag rage; construct new two-story3,035 sq. ft. dwelling with attached garage, including a 48'x24' irregularly shaped decking attached to dwelling; and a proposed stone driveway; At 445 MacDonald Crossing, Laurel Suffolk County Tax Map#1000-145-4-17 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 19, 2015 pursuant to which Trustees Wetland Permit#8678 Dated September 16, 2015,was issued 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 demolition of existing dwelling, decks and detached garage; construct new two-story 3,035 sq. ft. dwelling with attached garage, including a 48'x24' irregularly shaped decking attached to dwelling and a proposed stone driveway The certificate is issued to Christopher Ariens owner of afores p •o erty. Authorized Signature 0 V I Glenn Goldsmith,President *OF SU(/lTown Hall Annex Michael J.Domino,Vice-President ,`O� Ol0 54375 Route 25 P.O.Box 1179 John M. Bredemeyer IIISouthold,New York 11971 A.Nicholas Krupski G Telephone (631) 765-1892 Greg Williams �� Fax(631) 765-6641 NUIM BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: � 2.p INSPECTED BY: ,./ Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, haybale line/silt-boom/silt curtain 1 st day of construction % constructed Project complete, compliance inspection COMMENTS: r acrr� C IRJ;lT ;fl avfC 01Jan= W,`T� 4��m,� 8478 0.,,x: �IATI,S a �e�l epi 1 2015 CERTIFICATE OF COMPLIANCE: John M. Bredemeyer 111, President ,�' OFO(,r= Town Hall,53095 Main Rd. • O� eaG P.O.Box 1179 Michael J. Domino, Vice-President /dam • James F. King . a Southold,NY 11971 47 • Charles J.Sanders 4;k0 ?. �� p��1 Telephone(631)765-1892 Dave Bergen 1_ ' � 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, silt fence 1st day of construction 'A constructed Project complete, compliance inspection 43*,?±; . °q r'% !tP .tt+�,t`s�a.'oift �1h�,•,sA''..ar c e"";•±vy~�• r +. rN= 4 atvPtp'�"w ':! ' ° . '� •SRV' :E( s - ��s��r ''"'. ° a,�✓. a''tiil.S tft `—� t't6A .7.10',--!-,-',1,-2,7Z--� .Hgk {,�} r a \\.,„Z2uLu'' ''7""^--�S •-..-r..,a:.'--- __ -r,:,,*.:,,-70,:lu> .:::.wuL' +r:447f , -,..r".^r;,,m.....i._, v .i -: "-„-:k,:i i ,I';:.,.'-':. �� `rt• ----,,z. Wry /- _,.,•�_ r�;"�.,:�'" .! . ��"`;'�� q�"'�� ,'+.�_ /'.� i �� J�� \ / f ,*- -e1;4-74).N-4,,,.,,s -4,,, z<,,),-->,---.2,1 y %`•', , Vie. �` F/ t ' ;.,� „:-:*„..:76,,,,,,a *� . ',' lam( r: . �,e.,,, i, ~m'-o,, _ �.,'.;;�"� :,'t”' .s. G _ a ':',,,, r .%mei '�-.,. `k_; ": `"' ,.i a , �•;>- .a ", 1 r*-'d:.ec• ,w,.. p�••.` �, { • w . ,, _ r<-:tc. rY .a c,,.,,,;'kii, z Fes . r' ti�'q '' ,Y ,4`. ,C•. ..a r rt- .Y: ..m, ,ra, ;x wr.,nr_. xv.... .:-�.....,vR;wu+eP>`%", . _C�7Js+M:^+iG„Yv•�,:1: a _ ..�. ....,,':� .. ... .............. ..1'... _.nivzrw;'....r`i,."^i s. �«x"....,..,_�.�,�+�5.':. ;).1w.._.,� . •;h.s•�s°s!_w-....✓.'''7-7C , , -7 �.. •v ,r---;J: r — _ ------ C .— �.— _ ___- _ _ - _..- �u,,,,� fir., � j3�li i $ +tti 't,,,, . ! ;. BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK '�` 1` '�.'• PERMIT NO. DATE: SEPTEMBER 16, 2015 =AZ 11/4= r;} % A7'• P'f'1 •3 ,;u f ''4 I ISSUED TO: CHRISTOPHER ARIENS a r -a i PROPERTY ADDRESS: 455 MAC DONALD CROSSING,LAUREL ""3` f ''k SCTM# 1000-145-4-17 r �1 �' �t it,: .i=r44.„,..",41 ° ,,,,, AUTHORIZATION . 11 ` Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of ? • ' -, Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on .r September 16,2015,and in consideration of application fee in the sum of$250.00 paid by Christopher Ariens i, e 1 and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees ”a Pf ` authorizes and permits the following: k � 00 i '°'°�i Wetland Permit for demolition of existing dwelling, decks and detached garage; ,, ' construct new two-story 3,035 sq. ft dwelling with attached garage, including a 48'x24' : 7::, ° s ` irregularly shaped decking attached to dwelling; and a proposed stone driveway; and t�' ��¢ { fth.-s as depicted on the site plan prepared by Charles W. Southard Jr. last dated September ge� ,,,•,11„,11 I n�-.k'k)E .Y 3 1, 2015, and stamped approved on September 16,2015. ,a yf y9.; r.. SffP It•,t CC�7 ,t! —\ �' r\'°_:- IN WITNESS WHEREOF,t,,,,,,,,,,he said Board of Trustees hereby causes its Corporate Seal to be affixed, ' -1r y;:` and these presents to be subscribed by a majority of the said Boa 4,as of this date. ,,,'�t PPf?irii vJ+ajtl5 ri...--s,..: , ,..,,,,,,-,,,,,,... @,,,,41%-. ; ,_ .,,„.,41 ,jn,-SAm _ lot '.4£ '1��`(v�f�tiy} ®�� 4 I��t��lart Y d - t/7'�-,„ !' - 'i .. . ., . . . 9,, /5,---p-,..zz-.0 24_,",.„2„,. . (\---S4 r3c------le' ..,,....;, 1�3 ;\ (If )) It A U �i1 fa A. :i r7P:"� ftp�:. !,,i2:5\,,,,,.:7..",:::1:!:. eiti ..,t %i r, �y,...� t•t'f f r�yn)JF• `11 - i.•'.�•:,R,, ,,r.6,'...' 5;, ,.=',S :, .;;nv" r:^ .-.^rr'-. �:r., :;c r..�1. ,t ..h,ez � �, da ..� fin`3 .s •. j� f�'Y�`;.f'�"'�'; i�.:&��\t�:cr;' o��'^?4�s•:..tirlir ^a.<'mid S"'� v,-....'`9�i `,!.7A,-;'' e" *`r9 Ai.:::'-:::`; a 4 .•'.•“ ,u 1:4, 'a r9,, v4" e` ,,,,tm 4#ta',,„.y'" zr...:.� -:,,,,yr ,.-.fie.,:..:.a..-ra 0, tt ^m ^„ , -./9 tet`'--=' � rYf' Aita "--.c .s.._. }' *Fin `§ '".•',.'e4 .t °i,.. 4 t a =r. 4 a' r a f a ; i r+ Ilm.,;,,r • '� . A ., t, sek„ ,. r„Atr, i6fart.a v:e '& d t ,i ab+ to e, ;, Il TERMS AND CONDITIONS The Permittee Christopher Ariens, residing at 455 MacDonald Crossing, Laurel, 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. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. 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. 10. No right to trespass or interfere with riparian rights. 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. John M.Bredemeyer III,President 00��® S®Upy® - Town Hall Annex e® 54375 Main Road Michael J.Domino,Vice-President ,.w P.O.Box 1179 James F. King,Trustee ; � ^� Southold,New York 11971-0959 Dave Bergen,Trustee Gi® .;' t Charles J.Sanders,Trustee 14,1. a � Telephone(631) 765 1892 ®�/�C®UN�� ' Fax(631) 765-6641 ... ._ • BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 16, 2015 Charles W. Southard, Jr. 435 Bay Home Road Southold, NY 11971 RE: CHRISTOPHER ARIENS 455-MACDONALD CROSSING, LAUREL SCTM# 1000-145-4-17 Dear Mr. Southard: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, September 16, 2015 regarding the above matter: WHEREAS, Charles Southard on behalf of CHRISTOPHER ARIENS 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 June 19, 2015, 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 recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policies 1 and 4.1 of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: proposed dwelling to be constructed in accordance with FEMA Flood Zone requirements; and the installation of gutters to leaders to drywells to contain roof run-off; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on September 16, 2015, at which time all interested persons were given an opportunity to be heard, and, 2 WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 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 for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees approve the application of CHRISTOPHER ARIENS to demolish existing dwelling, decks and detached garage; construct new two- story 3,035 sq. ft. dwelling with attached garage, including a 48'x24' irregularly shaped decking attached to dwelling; and a proposed stone driveway; and as depicted on the site plan prepared by Charles W. Southard Jr. last dated September 1, 2015, and stamped approved on September 16, 2015. 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: $ 50.00 Very truly yours, John M. Bredemeyer III President, Board of Trustees JMB/dd '�''svl Fpc John M. Bredemeyer I[[, President ,� � Town Hall Annex C Michael J. Domino,Vice-President � �4e 0G`• 54375 Route 25, P.O.Box 1179 • James F. King Southold,NY 11971 � � y x � Q + Telephone(631)765-1892 Charles J. Sanders y , P O , Dave Bergen - 01 ' Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD eiteded/ALI‘d.--• TO: r Please be advised that your application dated f I� x�`�� has been reviewed by this, Board at the regular meeting of (I ‘,/ 441/4e212/5 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Silt Fence Inspection Fee ($50.00) 1st Day of Construction ($50.00) % Constructed ($50.00) X Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: d /01 .15. TOTAL FEES DUE: $ 5.0012)' • BY: John M. Bredemeyer III, President Board of Trustees John Bredemeyer, President /0,01F FO/ Town Hall Annex ,, Michael J. Domino, Vice-President LP\ ��y 54375 Route 25 James F. King ;y P.O. Box 1179 Charles J. Sanders ‘.115 I, Southold, NY 11971 Dave Bergen 'y6, * �a°'�' Telephone (631) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Field Inspection/Work Session Report Date/Time: _OP ' P,91 Charles Southard on behalf of CHRISTOPHER ARIENS requests a Wetland Permit to demolish existing dwelling, decks and detached garage; construct new two-story 3,035sq.ft. dwelling with attached garage, including a 48'x24' irregularly shaped decking attached to dwelling; and a proposed stone driveway. Located: 455 MacDonald Crossing, Laurel. SCTM# 145-4-17 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland a--'3 Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: 4etland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Storm Water Management Review: Yes No Not Applicable Info needed: Modifications: /ov?,(- A44 d)41_D '%'f7' r Conditions: //3�/9ds e--o14s7-/-t/G7e $f0vj9X-1) o r Present Were: -/J. Bredemeyer c/M. Domino J. King Bergen C. Sanders Bay Constable Other Form filled out in the field by J, Mailed/Faxed to: Date: NI'IC -11 . ._ _ ` . <.-III N' —,:‘ o 'Ili ' _ 1 , '. li /yl + tm 'lir* its ,, J y 9 �� } PA t! °� t a - .._ rim !. c t * V. ''''NM +y� �' . mss . .. Tcj, • �- ,, "`,.., r'� .' ., .,+^ 1. ' 41,46, ' - y. 1. f ^ !" --. '- e"p . .-" ,ir, , . •. 4,,,A,„,_ _,..ti• ,,k . „,., rik Christopher Ariens �� ' � . ._:,..!„,•,,i, ,•4i, � ' ,, ,• ,f -S` t .. 1 ,... '� r ..itSCTM#: 145-4-17 "'; : c, Yr �' ' t -` . s,,. �. ;455 MacDonald Crossing,Laurel e b .as4. - -ziorct ,- 'yy� (9+. y 0"0 i _10)4010,.. ' '; 1 Y { � k �� ,� �,�� 7,�I! '"7/q1-.—' .-...-.-- — r ---.\..k..- '',fi " N ? ,�. I�\ .�' •a! R _ Y- : '�rt •R .,J.'' •a .„ .�+' 'f" _, P"� i, 'r - • '' �f, _S W�.- •/i �'. w .,4 , i ,� d. ., 1-?� Vs ►�I`y!y'�r.: F... :. '.' \ -k.•�r .. v. �r� �i, ...,..60.,1„, 4 .R•.. + l i .Y.r f,� _` i.+ ' � -+"+ '( 'fP..fi' "�f ��' Il•., 1 .T • , t:. "� � . + S,rpg: r .. e • -1140fT ''r4 ._ i ,':fir' t,► �'S� '3!A'� 4*. ' i-16 t 0r ef. I ', �• , G ./" rL 0. M, '�' •' � ► "S .r., 4?.C: , �•ti �' ` • .- t ° J 14 ..18 <. s-.,,*�. ,. �C-',.,a ,k: ., - ‘ '11'7' .i A,• . -M.4� _. - :''-`6.:041+ .. i r ii a � r 7.1,c ' -'•- ,: h e . i - ill III II 1i UP A " ''''' • - ...,,,,,,,„,,„14..4 • a� T. SE corner of existing house and house to east SE corner of house from road .r- h w�, ._, 1 ■ #1 • 41 ..-- 1 1 Ate' ~fi •1. /I/ ttiti• a • elk. JUN 1X2015 '�- r t...*1 114 V , i7#.. 4,5 4, ......1„.„-orial.s.' asei*, , ,s .itlitir ,,,,.• t ' ' '- 1r.I:- ' . i: - t.' ' • ''' .111:.,'"*. ,-_'. ... It ,111 r _ . 7.4.1 lir.. w y , 4.4.:14 A MA* .y a + SE corner & bay from NE SE side of property and new bulkhead + e • . f . -rrt s0 t �, . ..I"'lif", '�F-fir _ 4 View of House & Garage from NW corner of propertiiiiiy View of NE corner of House from NE Jr[ .A. IF- • JUN 192015It I -0. a. ., A. r '1 M.W__ .* 4 F IN iuilIF ,....r�.... 40.. / IMI ,,.. View of SE corner of house and Bay from NE View of house & Deck from SE E .rte,.. 000.0 — .. �.. --,—_ ,..v..,. YNi u.af o.,..RNwn.w.nr n[nIn rar ._— IMM 0..«.` µn Or. 12100Nu r.4 ——......—.— 00000 --. 1.01010 0100 Marta 00 ,uss.nc0000.OFOF P 0010110 MO 1N0 PROPERTY MSP aONnry Ranson 07 20 12 il 0 4, ..., ..," `g 41106 / .mgr'' itt'�� a�. ,;', 401114' a, N /iiii, � .11 ,,, 1171 '#Ilk 6 / °4 / a 1/1/ ,S / ;'I°....-..'i \CI A a II: . / I‘ OP �6 04 tl,.\._:— _ �� /'. r / e , f /4//7 Os,. • • •• ``y d v, 1 1 p / cp if C. s ��OGA QO^P t a«.,i r,Py * d O E.,......e_. _ tip.. --.. — ��.. _ .7............z:=1,...=.... NOTICE L. COUNTY OF SUFFOLK © j K SOUTHOLO CTgN NO E ,r —� ITI .." — P g Real Property Tax Service Agency I r E ..u. ...� +ra... * �..,„ ..R,.,,....Nr,,,a, w„�� 145 10 00 Corar Tarr.00 Molar 0.000 ,�,w „",. .�.�,_ —_,-- 110011000,0101v0,a.e. ;:.•• _—_ v 1000 PAC/Mary kW ‘pf SOOtA, OFFICE LOCATION: : x ® MAILING ADDRESS: Town Hall Annex �� ® -4,V ,o, ® P.O. Box 1179 ` cC Southold, NY 11971 54375 State Route 25 •, � - . (cor.Main Rd. &Youngs Ave.) � e� .��•_- � � - Southold, NY 11971 ''_. 45, 1� - Telephone: 631 765-1938 •- , LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM a S++Sl lid 9%3 fL) = kl� 1#J SEP !' To: John Bredemeyer, President ,� 2015 ;' Town of Southold Board of Trustees Southold Town From: Mark Terry, Principal Planner 2i+.,N , T . LWRP Coordinator Date: September 14, 2015 Re: Local Waterfront Coastal Consistency Review for CHRISTOPHER ARIENS SCTM# 1000-145-4-17 • Charles Southard on behalf of CHRISTOPHER ARIENS requests a Wetland Permit to demolish existing dwelling, decks and detached garage; construct new two-story 3,035sq.ft. dwelling with attached garage, including a 48'x24' irregularly shaped decking attached to dwelling; and a proposed stone driveway. Located: 455 MacDonald Crossing, Laurel. SCTM# 145-4-17 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 determination that the proposed action is INCONSISTENT with the below listed LWRP policesandtherefore INCONSISTENT with the LWRP: 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." Policy 4.1 "Minimize losses of human life and structures from flooding and erosion hazards." The following management measures to minimize losses of human life and structures from flooding and erosion hazards are recommended: specifically A.• Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards. FEMA Flood Zone delineation lines are not included on the survey. The structure is proposed to be located within in the FEMA Flood Zone VE Velocity Hazard (Figure 1). This zone is structural hazard area with a 1% or greater chance of flooding and an additional hazard associated with storm waves. These areas have a 26% chance of flooding over the life of a 30 year mortgage. The structures could experience repetitive loss due to storm events. i /".r_-=, �✓"i„'•a',.,., '---E , tfY'a � -rN'_ ',F./-e_,/,,.. -fi�',/,'t"',-' / !�-- iJ sy• ,▪ tyfa,:` :a;''✓.'��.3ld�r'r',..�✓ vr d�.,.Y^/,s' ,2=:,.--•,,:3;,-2/' r,xr.r.W //� 11 1'1-F; f • .",1 ` Yf I1� . f:._ '�`- ;.' 'I }r;"„,-/„=:,/,4=a101,--, Map-Lays •k ',,,,,,,,,,,,,,,/77(. 4."‘„7":„Rr � ir ,•;;;;,/,- rrY /�f, i r Basemap 4r--1;:''',„77,1111, Layer Visibility , a •? f " tf ' .'':- ff . > / Y %rJs ;: 1a " Ms7Qrja? +J' �/r ' d` ''`% ' / '. ';,/' ' ! i 'Afif - ,.I .a�d^ . p: ENRONT .4 ' , r ', `' '. 1 .,,,,(„7,:e',-," <: i7,/,,,,,,,, ,,, ,,,x/,,/,,/,,..2,,r,„„.,„,,,,7„,,,, ` r / f 'StomWer Oufalls - yfr;.-/r, j/7, ,„/ 'F• ; 0 s,7; '�%„ . E,,f Sff,q1FY1 , t/ (/X� .>,� ... f /:/ Ir.+N l”.3 • ,R A,„3 ry34' - � ` /;/,'% .. rf ':7. f Recha ye Bast • r, x1 / .• ' ija /P -•;..< /wy . � !Nc R' SOH, a? D r" � ,/ r / . � /r F > r. 1.+ "g'CS • � ti; , < l 'v�a,,/', ,tr• 1-"rri Y /F : y� � ,Yt n , ' <(: 5fi/;Fqs � � c+J . , �rFf � rrf �FAF31 „,/,4 js,..,,,-„,..2,;:,,,,,..;.// ^' ;^,rF1 df ,,,-„,-,,,,;:-,,..-e..-2.<,.:-..' ”-" ` ii2.: ✓ ///,„‹...,77/// )' '.-.../- „,' ',1 , :% 4` 3rt1l.F ' ,. Ti , ' , • -;, : / , gvt.� � .,,,f,;:"....,„?„-;:e//2” _ kg,„,,,,,,,,,.;1 'F s FrestiwaterWetlandtist ./t;f�> ' +rl• f.f`p itfi � r /7, • f / _r ;/. , , - ✓ 5---',---'--i.,-.-.. ` fFf�. i � FEMA Flood Zones ��0.2 PCTANNU CHAt . / /7 / ....:// ^. ';`,71 III, Zi i / 1 r<: y. r,, f, i Search Results rvx;,. "- : ,/. �+ ./://// ./../727///-2-/ ././..„ is ,_+.,-..,.�. _ , ,.> , ,. .,. , a, f, Figure 1. Subject property In the event that the action is approved, 1. Verify that storm water from the sanitary system grade will not run into Macdonald Road or Macdonald Crossing. The bottom of the proposed slope and the property boundary is very close. 2. Require a greater than 10'wide non-turf buffer landward of the bulkhead. 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 BOARD MEMBERS ��i�' of $®��, = Southold Town Hall Leslie Kanes Weisman,Chairperson �d• - HQ '� 53095 Main Road•P.O.Box 1179 • ,`O�y !® Southold,NY 11971-0959 ,lJ Eric Dantesc Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning �� M, �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider " . OO jjtTd,* W Southold,NY 11971 http://southoldtown.northfork.net11 '" '� +" ZONING BOARD OF APPEALS d TOWN OF SOUTHOLD AUG 2 6 2015 11 Tel.(631)765-1809•Fax(631)765-9064 Sotitholci T{ttgn .,: �![ FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 20, 2015 ZBA FILE 6875 NAME OF APPLICANT: Christopher Ariens PROPERTY LOCATION: 433 MacDonald Crossing (corner MacDonald Road) (adj. to Great Peconic Bay), Laurel NY SCTM#1000-145-4-17 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 25, 2015 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued his recommendation dated July 21, 2015. Based upon the information - provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property is located in the R40 Zone and is non-conforming at 14,235.17 sq. ft. It is improved with a single family dwelling and accessory garage all of which is to be demolished. It has 68.00 feet on MacDonald Crossing, 189.31 along MacDonald Road, 76.00 feet on the Great Peconic Bay and 179.17 on the northern property line.as shown on the survey dated June 5, 2014 prepared by Michael K. Wicks,LLS. BASIS OF APPLICATION: Request for Variance under section 280-124, and the Building Inspector's May 29, 2015 Notice of Disapproval based upon an application for a building permit for a demolition of an existing single family dwelling and construction of a new single family dwelling, at: 1) less than minimum code required front yard setback of 35 feet, 2)less than the code required bulkhead setback of 75 feet. RELIEF REQUESTED: The applicant requests a variance to demolish a single family dwelling, and replace it with a new single family dwelling with a non-conforming front yard setback of 20 feet from MacDonald Road where the code requires 35 feet and a bulkhead setback of 33 feet where the code requires 75 feet. Page 2 of 3—August 20,2015 ZBA#6875—Ariens SCTM#1000-145-4-17 AMENDED APPLICATION: At the hearing the agent for the applicant was asked to bring the proposal more into conformity with the code. On August 12, 2015 the agent submitted a revised site plan noting the bulkhead setback at 37.77. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6,2015, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). The grant of the amended relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed front yard setback on MacDonald Road is more than the existing home footprint. Due to the flood zone this is the only place the new home can be placed to mitigate damage from possible future flooding. This section of MacDonald Road is a dead end and there is only one other home on this road. Several homes have non-conforming setbacks similar to this request. 2. Town Law 4267-b(3)(b)(2).The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. However, the home can be moved further from the bulkhead. The applicant's amended survey created more conformity with the code required bulkhead setback of 75 feet. 3. Town Law§267-b(3)(b)(3). The variance granted herein for the front yard is mathematically substantial, representing 43% relief from the code for the front yard setback. However, the property is a corner lot with two front yards and the existing home has a lesser setback from MacDonald Road id than the new proposal. The bulkhead setback represents a 50% relief from the code for the bulkhead setback. However, the applicant is moving the dwelling further from the bulkhead to reduce the amount of relief while still maintaining a conforming front yard setback from MacDonald Crossing. 4. Town Law 4267-b(3)(b)(4) No substantial evidence has been submitted to suggest that the variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 267-b(3)(b)(5) The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing a new home while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Horning, and duly carried,to GRANT the variances as amended, and shown on the proposed site plan and building location dated July 17, 2015 last revised August 12, 2015, prepared by Charles W. Southard, RA. Subject to the following condition: CONDITIONS: The attached deck as granted shall remain open to the sky. That the above condition be written into the Building Inspector's Certificate of Occupancy, when issued. Page 3 of 3—August 20,2015 ZBA#6875—Ariens SCTM#1000-145-4-17 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one(1)year terns. Vote of the Board: Ayes: Members Horning, Dantes, Goehringer (Acting Chairperson) (Absent was: Members Weisman(Chairperson), Schneider) This Resolution was duly adopted(3-0). •r'a'id P. Goehringer,Acting C'`hairpersol Approved for filing e / 1 /2015 '/0g�4FF0�k • eo-- ,',�� s Peter Young,Chairman y Town Hall,53095 Main Rd. Lauren Standish,Secretary �. P.O.Box 1179 %l d 4.7+1? Southold,NY 11971 `; * irrr Telephone(631)765-1889 '1 •r Fax(631)765-1823 Conservation Advisory Council Town of Southold • At the meeting of the Southold Town Conservation Advisory Council held Wed., July 15-, 2015 the following recommendation was made: Moved by John Stein, seconded by Doug Hardy, it was RESOLVED to SUPPORT the application of CHRISTOPHER ARIENS to demolish existing home destroyed by Hurricane Sandy and rebuild new two-story 3055 sf. with attached garage and decks within existing footprint. Located: 455 MacDonald Crossing at SE corner of Macdonald Road, Laurel. SCTM#145- 4-17 Inspected by: John Stein The CAC Supports the application subject to an updated survey with the final location of the raised sanitary system due to the history of the property. The CAC questions the disposition of the southerly bulkhead. Will it be demolished, re-constructed or remain in its current condition? • The new structures should be constructed in compliance with FEMA standards. Vote of Council: Ayes: All Motion Carried James F.King,President „i Soot - Town Hall Annex Bob Ghosio,Jr.,Vice President • Q• 4, ` 54375 Main Road P.O.Box 1179 Dave Bergen iNg Southold,New York 11971-0959 John Bredemeyer cia O� �� „ , :Telephone(631)765-1892 Michael J. Domino .ca, V A of Fax(631) 65-6641 14) 6 II „' BOARD OF TOWN TRUSTEES ' Li JUL - 1 2015 U J TOWN OF SOUTHOLD To: Southold Town Building Department - Bo; GEpr ni !:;1,n Re: Verification of Building Department Permit Requirements SCTM#: LI - 17 Property Owner Name: afl'ssek,r Date Sent to Bldg. Dept.: 711e/J 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 Will the proposed project require a Building Permit? II the proposed project require a variance determination from the Zoning Board of Appeals? Will any part of this application be considered as Demolition as described under Town Code? COMMENTS: • 0 0 g/s'-- Signature ofeviewer Date i John M.Bredemeyer III,President i��///*®F SO14, Town Hall Annex Michael J.Domino,Vice-President �� "•`' `°`® ` ® ,• ,' M 4 54375 Main Road i '` ,.`; _:: ; P.O.Box 1179 James F.King,Trustee ` Southold,New York 11971-0959 Dave Bergen,Trustee G 4 . ^'.,' Q 0� .� -CJI Telephone(631) 765-1892 Charles J.Sanders,Trustee .4-q- ;q-..',CO•U of Fax(631) 765-6641 - - , �1al ... ._Ii BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only D g;� ^ -. -._ Coastal Erosion Permit Application i': Jt Wetland Permit Application Administrative Permit ` . ARIN 19 2015 Amendment/Transfer/ xtension Received Application: 9 Received Fee:$ ''''' Completed Application ' y _ _Incomplete _SEQRA Classification: Type I Type II Unlisted Coordination:(date sent) LWRP Consistency Assess e�Fonn_ / ( CAC Referral Sent: l 9 7 'Date of Inspection: "7 / _Receipt of CAC Repo . _Lead Agency Determination: Technical Review: 43 - -- --------- --- ----- - - --- - -- - - ublic Hearing-Held: 743:-I i Resolution: Name of Applicant C 51tg k *mos Mailing Address 10 b W 1 Sr *1 q B N N j 100-24 Phone Number:( ) 91-7 - s 891 b Suffolk County Tax Map Number: 1000 - I Lb -8 4' -0 F Property Location: +S 000f0 c(LOEI K Ar S OF -1 P C DD kiON) - (provide LILCO PoleC #, distance to cross streets, and location)h� AGENT: ttIi S OUTOT+D (If applicable) y� n / Address: 4w VJ 001-4e- 1/-0 SOvThocei tJ' 1 i cC11 Phone:(6 ,6 4 T --�2z8 r,'' ll \r, B d of Trustees Applicatioir GENERAL DATA Land Area(in square feet): b /3 b Area Zoning: -40 0 Previous use of property: 31 06FHAt,c41 Wr ce- Intended use of property: S t 1At e fif I' I)€Nb Covenants and Restrictions on property? Yes No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? + 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? C Yes 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 No Does the structure (s) on property have a valid Certificate of Occupancy? Yes No Prior permits/approvals for site improvements: Agency Date • No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? y No Yes If yes, provide explanation: Project Description (use attachments if necessary): t+ �r 1,NG k-ap M `t(-61D D 7' 9W(04 ( T5 LLD (2-) -roE2`i 3 Q S S 5F- 0( 4f2W7eIor Boa, , of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: V.0-501(1) P-44 D Area of wetlands on lot: I 0 5B square feet Percent coverage of lot: 4'10 Closest distance between nearest existing structure and upland edge of wetlands: feet 32®2( Closest distance between nearest proposed structure and upland edge of wetlands: 3 4-,LL feet Does the project involve excavation or filling? No Yes If yes,how much material will be excavated? 0 cubic yards --- -- --- - --How much material will be filled? cubic yards Depth of which material will be removed or deposited: 0 feet Proposed slope throughout the area of operations: N Manner in which material will be removed or deposited: Oc-- 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): L � IS WW140 OP A 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information ()OA()(ASH P123-)1C-0 S I N ' '11 (l )I\G OV,kl,4'Ekt.S Name of Action or Project: dSg- H S i\v CatiN6 1 tMa I , I Project Location(describe,and attach a location map): CI)SMAYSi k\6 Les Fil4.4(L- ( ST W X 1Ceid1C Brief Description of Proposed Action: 0 Q P 1 LeS 0 T_ALS 4 8 4.. Lie IQQ, Name of Applicant or Sponsor: Telephone:(63' 47 i_S 1,16 C 1W i0 s�� V t� 3 ML-- E-Mail:Itis 4+ - li'L- '4 Address: 0 Pr6N C.i j , City/PO: 0T-1-16 State: Zip Code:-7 my _. , _. , ,-- ,:; I..Does the proposed action only involve,the legislative adoption,of a plan ,local law,ordinance,' . .'NO YES _ )' ',administrative.rule,,'or`regulation? , ' , -' . " • _. _ 'If Yes,•attach atarrative-description;of then intent of the proposed'action ad,the environinental.resources that; , _ „, :,; may be.affected',in;tl e'inuiucipality and;proceed;to=Part 2. If no,continue'to question_`2: '_ ' .,'. 2, slioes"rlie ii•o'osed,acti'on're'uire4;'eriiiit:a° 'rovalfor'fundin �'from'an •othe ? ' - �' �,,, _1? .P, q_',.sf, P_ ,�, PP g, ,-_.Y ., rgoveriimental',Agenc'y. - ANO '•r AES ''.k.IfYes-"listagency(s)'iiaine'and `erriiitior,ap 'royal`:- - '('.,- -,-t''::?'''''',-',-.- _ _ - , :, tf e7., yA,'f. _4,: '"1,S:iwf — 'Y' 'Slri .j'i '---,':.''':;.:1. J' c.l:1 fr .1 ty! - � Ir.i < i, i-f �t` '.t 1, f',-,,.-(,;,_ .;1,.34a Total:acreage;of the;sitfofthe'proposed`action? h• _ _ 2_ tacres .; ' ,-,'''!_•,,i ,!-';',' ',3b:'Total ac`r'e- e'to be by sicall disturbed?' -'-' _ .0 C '";acres' '`'r g P.Y. Y' :' ,:: ",`r='' '''''3 c.Total acreage(project'site and•any'contiguous properties)owned e ' ' or'controlled`by the applicant atfir,oject spohsor?, , • - ,, L7 ,'acres 4. Check all land uses? hat occur on,adjoining and near the proposed action. ❑Urbanural(non-agriculture) 0 Industrial 0 Commercial X5 Residential(suburban)ka 0 Forest 0 Agriculture i Aquatic 0 Other(specify): ❑Parkland / Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ,..* b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? x 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO f YES If Yes,identify: yG 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES )4.- b.Are public transportation service(s)available at or near the site of the proposed action? ,J• c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? /� 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11.Will the proposed action connect to existing wastewater utilities? !IS�k6 j - ?(N, NO YES If No,describe method for providing wastewater treatment: C,7-► 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES -wetlands or-other waterbodies-regulated-by a-federal;state or local agency? - - - 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: J� - - .. - - .. •- _ - -s. .," -' 2 •- .''3'-11-::.. t;S.d sit ' - , J1- 'Iflentify the�typical'habitat,types that•occur-on,'or are likely`to•be'found bn the project'site. Check all that apply: . ,. ,1T- ;•- •Shoreline-' " `0�Forest--;-F - `0 Agri"cultural/grasslands ;'0°Early.mid-successional. ' • - ' etland'' Su urban _ 4- 15irpoes''the site'ofthe:'ro"osed:action`contain"cari .s"ecies.of.animal;'or:assoaiated'faUitats-listed_ 'i_-NQ` .YES .'the'St to"'or,Federal''.govem-'ent='as:t}ireatenedJor"ieiidan' eTed. .w •if - - i:'„'. - .,3ta,: .ems •A. 1; _16,.Is the[ro'ect sit'ealocat"ediin-tlfe X100 year=flood„ 'lain? •'' "e' - :NO ;'YE5' - ''',.•,:,,'„,-• , • ','..:-':_'• _ — -2,,,:`,-,,,,' a. _. _,_, , .__ ..'f-�`�-'4 -.� . .r ., .. . - —., . ; '�/YAC` ,'1 ,_ `Y;_•17.Will'the proposed.action'�create'storm�water discharge;'either'from point or non=point'sou'rces? ' NO "YES` . ', If Yes, =; .' `'a:-Will storm water discharges flow to adjacent properties? ‘- 0 NO 0 YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ()),1 0 NO til.,XES Page 2 of 4 • 18.Does the proposed action incl.'-c-`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: 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ?4,1 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE I , ? ' ATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor nam 4 f � 366� Date: j t� � "l 7 r5 Signature: 1 (?L U Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" ` - No,or Moderate ' _ small to large -- - . : impactimpact may may - - - = occur occur "1. -Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? / • 3. . Will the,proposed action impair the character ,quality of the existing community? ' - - `- `,4. Will;the proposed,action'"have:an impact onithe•environmental:characteristics that:caused the --- - - --- establishmerit of a,Critical'Environmental'Area(CEA)? - ., ;5: Will thelproposed•actionresult in;an'adverse',change in.the=existing'level oftr`affc'or affect,existin' ihfrastructure`for'mass transit ,tiikin `or walkwa`? /+' - i. � ' ,,fR"..,�; {, _ - °. �� - -- - - "6. TWill'fhe;propose&l action cause`an increase in the llse of eriergy;anCd`it fails to,incorporate, ' V re asonabl 'availa .., . i .- . / - y ble energy;con'seiwation•or renewable`energy'opporturiities. , ; •, • ' , 7.''' Will'the propo ed x ` - ;c ,. s action,impact;ex�'sting:' /" a:;public/,private water supplies? b.public/private wastewater'treatment utilities? • 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, / waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 _ " No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage if problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. a uo;; ec r't i ox f:++ou'have determined:lbased'on the information and anal sis above and an .'su'"ortin documentation, ,,. Y PP g .�� y that'ahe:z ro°`osed?action ma result morin-o rrrio're`otentiall' lar`e'.o"r'si'nificant^adverse`im`'acts'and lenv�roainentaTim'"'aot;statementis re`wired:� �r._t' _ - - }, z+ at�on'arid anal sis"above,A d-an su rtin 'documentation i liox_=if y'o_irhaye�'deterniiiied,based'on�tlie:iiiform__ yy _,,u y pp g ,�„' :r; at thei roposed`'action:,will:not-r'esult1in,an •s'i ificant.adverse'environmental'im^'acts. =', - '47 � buil ”f-•� - Name of Lead:Agency ' - < �" _=Date -. - „•• .-' ' , , . 1. -. •'3;�v1�h ; �� e,�j , . _ Print or Type Name of Res...sible Officer in Lead Agency Title of Responsible Officer Si of Resprc. e Officer in L ad Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: • STATE OF NEW YORK COUNTY OF SUFFOLKq40411 LI&OTriAtb K residin at zNs-- ot6t4t- (u) say-orxo , being duly sworn,deposes and says that on the day of 0 O li7 , 20) deponent mailed a true copy of the Notice set forth 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 opposite the names of said persons are the address of said persons own on the current assessment p11 of the Town of Southold; that said N. -- were ail- at the United States Post Office at (YrAnt,f) , that sai. lob. 1-6.,mai' t each of said persons by CERTIFIED MAIL/RETURN RECEIPT Sworn to before me this a 1 Day of (L 0 v , 2015 D Notary Publi TRACEY L. DWYER MATARY PUBLIC,STATE OF NEW YORK NO,01DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2j -Oa. Po tial MAI "�` ., , ,. ��Cn �Q ECEIage �•s, „=.,`' o (Domestic(u ° 113.10113f600coverage Provided) v7 �� ( Coverage Provided) = ' [tp deiive3care2i. ery: f<•ia = For d`eU- try infarma[lon_visit our website atwww ttsps.0 am® . i hATTITUcK JY 11952 , €t.,, I ) ' P1ATT11U_CK 1dY 1I95 ., D Postage $ • x..53. M PostageMM. Certified Fee f •�I �� 0971 Certified Fee 4971 Retum Receipt Fee I•r �/ 03Postmark a (EndwIii I _ Here D Return Receipt Fee I I;I '�, 03 Here u� D (Endorsement Regwred)� iM_, Restricted Delivery Fe - ;f, ® z D r t (Endorsement Required) 'f4 ,�,; '' Restricted Delivery Fee ! }c = j#0'49 / 07/15/2015 (Endorsement Require. IL Total Postage&Fees , c'• rq E=I ' $0.49 07/15/2015 .7 Total Postace&Fees Sent To r9 sent To lq �® o Margaret Gannon r' Barbara Kelsey ci o�Poao P.O. Box 1625 0 Street,a P.O. Box 405 j City,Stati � or Po er Mattituck,New York 11952 City,Sta, Mattituck,New York 11952 P§ffam .rj,- y _ _ iG ions — - 0§0 °osti 0 icer "„117,'. t - „ , ` 4. �c stagy EIPT w C C,RTI IIED MA�LhL..O'-NI�e E,lP `; 1 REC - .. g/E e T I FED(1 A 1 L�,, 4 ., r vided) , ruj Only lVo 1 i`surance Coverage rovided) � Domestic r r- fro o►neStiC�?° a n ° nsurance'Coverage Provided); � rte, r- -D ror delivery 1MorIatign visit our websitefat www•usps come . .D RI`delivery information visit`ot��websit Ps, r".� , • ( L t1ATTITUCK I1�Y 11952 * ,• I 'SD Postage A 0 Postage $ $3.45 •1-9 a r I . r� 19 11 Certified Fee I 1 Certified Fee 1,q rl I rr•.stmark �('' �+= 4 Postmark D Return Receipt Fee •131 ^ Here C iP.41. 0tp Here 1 D (Endorsement Required) •I I D Return Receipt Fee D (Endorsement Required) .�R, ® D Restricted Delivery Fee D t (Endorsement Required) \ .� Restricted Delivery Fee D AAA J 07/15/2015 (Endorsement Required) $U• D I _ '/2015 � � Total Postage&Fees Total Postage&FeesMk. �� r3 61 Sent • $7.18 Sent To $ ' ` �� ' Joan Chisholm George Hochbruckner 11 �' gree rg °' or PG P.O. Box 1225 D treei,Apt N or POBoxI P.O.Box 637 city,; Mattituck,New York 11952 City,State, Laurel,N.Y. 11948 G iructions i �G-t7'd"ul Il John Bredemeyer, President "suFFo1 Town Hall Annex Michael J Domino, Vice-President '�t>° Fait 54375 Route 25 James F. King . ° x ; P.O. Box 1179 Dave Bergen ;?%' ,,� Southold, NY 11971 Charles J. Sanders `y�!a1 ,F �a°!'' 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 CHRISTOPHER AMENS COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR EIGHT DAYS I, 141 [,USOUTI residing at/dba 1-40H)e Ont( N`� being duly sworn, depose and say: That on the 4 day of CJ , 201S—I personally posted the property known as itai �. ,PON/kM c i66 0"61.5°/ by placing the Boar. of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesday,July 22,2015. Dated: 7-21-2015 kg (signature) Sworn to before me this al5Iday ofJuly 20 15 i �i .L2 Notary ifublic TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO,01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,20 NUTILL UF HLARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: CHRISTOPHER ARIENS SUBJECT OF PUBLIC HEARING : For a Wetland Permit to demolish existing dwelling, decks and detached garage; construct new two-story 3,035sq.ft. dwelling with attached garage, including a 48'x24' irregularly shaped decking attached to dwelling; and a proposed stone driveway. Located: 455 MacDonald Crossing, Laurel. SCTM# 145-4-17 TIME & DATE OF PUBLIC HEARING : Wednesday, July 22, 2015 — at or about 5 :30P. M . 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 Boll of Trustees Application AUTHORIZATION (where the applicant is not the owner) I, Eb( -IMPJce i FPS residing at /IG I/6 sr f/9 (print owner of property) (mailing address) /O 0.24 do hereby authorize (Agent) C14-901 w. S7,rt/77MAD to apply for permit(s) from the Southold Board of Town Trustees on my behalf. t` a %owner's signature) ANA M GAVILANES Notary Public-State of New York NO. 01GA6277162 Qualified in Bronx Cou•t My Commission Expires B 11 of Trustees Applicatio3 County of Suffolk State of New York C kyi,S4p hey .Al-t'Q v�S BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) 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 BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES, INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO, INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. • 7,/ Sign.-•116-of Property Owner SWORN TO BEFORE ME THIS � DAY OF 'OM ,20 Notary Public .x,.....i¢'.;...-+Sa... ..:e,.....,.iki...." ...Ake.-;k,......if - ..1p,_ ANA M GAVILANES 4 Notary Public -State of New York , NO. 01 GA6277162 Qualified in Bronx Cou ty My Commission Expires APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. �� 4'"i y YOUR NAME : 5Q( CI I''C`)41 IL C — O tA) (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit .7t Variance Trustee Permit Change of Zone Coastal Erosion )- Approval of Platy� Mooring Other(activity) z(r} O PNSK�� Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5% of the shares. YES NO If No,sign and date below.If YES,complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. - -Either-check the-appropriate-line-A)through-D)and/or describe in the space-provided: The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) - C)an officer,director,partner,or employee of the applicant;or, ,'D)the actual applicant' , ' ' 'DESCRIPTION OF RELATIONSHIP - '' -.' . - - • - Submitted this 2. . ,--(1.i .f Oke • , ,0 Ar , IfSignature I 4 Print Name 41c_ rte' yt___ AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. C YOUR NAME : `1,15 X11U C ZIP I - (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit VarianceTrustee Permit Change of Zone 7-'-' Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship" includes by blood,marriage,or business interest. "Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5% of the shares. S YES NO If No,sign and date below.If Yes,complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater that 5%of the shares of the corporate stock-ol the applicant(when the applicant is a ,corporation) . B)the legal or'beneficial owner of any interestin 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- DESCRIPT=ION.OF RELATIONSHIP =- Submitted this /' day of M N ,20 Signature Print Name k(Sl , AA Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits- and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. 4 A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION - -- .1.4=1_- -- - - --- - -- - --- - -- - - ------- -- --- - - SCTM# 3 _ _ The Application has been submitted to(check appropriate response): _ s. Town Board ,• Planning Dept. Building Dept. Board of Trustees - - 1: ;Category_of Town-of-Southold agency action (check appropriate response): ; - ' " _ -- " - . (a) 'Action undertaken directly by Town agency(e.g.capital - H , construction,planning activity,agency regulation, land transaction) - (b) -Financial-assistance,(e,g.-grant, loan,subsidy) (c) Permit,approval,license,certification: >6 Nature and extent of action: V 2 -j r cz k)s-crLUC1 3I 1J6LF rii I LI ,E(u i 06 ftet-iaiSil- -e/1:5•T1 K 6 W \ T\ r.L.AZ 181, ?if 129 Location of action: 4s J Oa ki P u) cat&-Z I k Site acreage: e .Y)-7 Present land use: S IUG(.1---( N-4 I L, /es.�. Present zoning classification: ( 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: CAilitSTORIEIL 002(c(b) Mailing address: 106 L 116 ST * I1 tJ y, KO, 10024- (c) ) Telephone number:Area Code( )-117 .- 36 -- (d) Application number, if any: Willtheaction be directly undertaken,require funding,or approval by a state or federal agency? Yes IS No If yes,which state or federal agency? Isi-yec/ DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, • preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Yes No (Not Applicable-,please explain) • Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria J Yes H I No (Not Applicable—please explain) —\-01 S) 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 fc Yes ' I No El (Not Applicable-please explain) 120 t ' ( I� �- iCe UETP- 1 ( 0 b/ S/ 1W UJI n-f 0110 Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III-Policies Pages 8 through 16 for evaluation criteria - cYcYes rd 1 No rd (Not Applicable-please explain) (ail N 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 ..1? I- Yes No (Not Applicable-please explain) li 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. r-I Yes,t No d (Not Applicable—please explain) 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. See Section III—Policies Pages; 34 through 38 for evaluation criteria. H Yes No r-1 (Not Applicable—please explain) Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies;Pages 34 through 38 for evaluation criteria. F-1 Yes , No l (Not Applicable—please explain) PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of'Southold. 'See`LWRP Section III—Policies;-Pages 38 through 46 for evaluation criteria. :z : _ _ _ i i__ , ,' r Ye1( No d (Not Applicable-please, explain) , • •', . , ' : , _ 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. r Yes 'No r (Not Applicable—please explain) Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. J ' J Yes No r Not Applicable—please explain Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. H Yes7a No H Not Applicable—please explain Attach additional sheets if necessary Policy 13: ,Promote-appropriate:use-and,development of energy_and mineral resources.-See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. r,Yes No r t A , Nopplicable-,please.explain - . . . Survey of Property Top of Floor + 11.0' Charles W. Southard Jr. finished ll cover grade +10.0' Top of wall G 1-T I T G T Lot 10 it Westerly Half of Lot q Topof wall +q.5' grade +q.0' !MINN! Q 54' Map of Edgemere Park +8.5' Inv Inv. 435 Bay Rome Road Filed 1-2-Ig31 Map # 142 ■� invert ..=>- _ �',k� flow line +Inv. Situate Top of �a,-0° lee-Cr - e-0° Southold, New York I1a71 Laurel liquid Im,70 gallons v 7 '" Town of Southold P1 , m r- e�vel liquid Phone (631) 471-5225 Suffolk Count New York + 5'O - cwsarchitect@optonline.net County, Bottom of Leaching +4.32' soar"e d 4' die cross over Lot Area = 14 235.17 sq. ft. Bottom of footingm pipes 8" above bottom Bottom 332' ;� Bottom 4 f footing Vertical Datum Mean Low Water 0.00' + 4.0' ,Highest expected Water Level +1.32': clean coarse sand Water Level +1.32' n Elevations are referenced to N.G.V.D. Ig88 Datum NOTES: Lot Surveyed by Michael K. Wicks NOTES: 1. Minimum leachingsystem for (4) bedrooms of 300 sq. ft of Land Surveying June 5, 2014 y1. Septic Tank for (4) bedroom Is 1000 gallons Site PLans scale 1"=30.0' i„tacDonald Grossing sidewall area (5) pools of 3' deep x 8' dia. 5' long x 4'-3" wide x 4'-6" liquid depth EP-+4.0'1' 2.Leaching pools are to be of reinforced precast concrete 2. Concrete 3000 psi min rings with covers, domes, and or slabs ' 3. 3" wall thickness, 6" topand 4" bottom Site Plan $ Location Plan 20 EP+5.12' s 68.0',� N Sid OT oo" E 3. All covers shall be reinforced precast concrete all reinforced for 300 psf •y io'• � 11J 4. Seal all oints watertight I _ a e ;� 4. Maintain 10' between leaching pools and water line J „ R=1s' yo 5. Install septic tank level on a 3 bed of compacted L=24. 5. Maintain 8' between septic tank and leaching pools sand or pea gravel -V`" S1 t;RO ,, � 6. There are no wells within 150' of property lines 6. Maintain 10' between septic tank and house • ��LES�+� ,1 m . o mci r_ __.„_____„,,,,,,„, y m � 7."Approximately 150 cy of coarse sand or pea gravel fill ' ` ' �. q.o' .�m ' ci 4:z,i'' 1 E '� ' \L; �� '1� 11-0 b econ c a v ;^:�i"r'�°. ,4 2. m a Sanitary Profile 6 a - A i , ., pili _- w�� _ �- - finished grade 1'-ao 4 '" Ii 1 . -I=$ scale I/4" - l'-0" s 11 i� .• il-1Ii-1II-Iii-;II tiw` o L MacDonald Grossing , �il --e +O.O' III III 111!� I I IICIII-III_li_II o O '� c7 s m r- EI. +5.12 1-1n-1n=111-n1 II o ;% __ . - ; 1- coil osed Gera- ; =0' IIIIIiillillllllllllhll � o t o 'e Location l�'' n-Ili ul - 111 • m 6% Demolish Rebuild Wood O Mixed sand 111=)II 1111 =11 ti ill r!!!�°illil�°� s loom =11LI11=III_II ,nr{'r Frame Residence for '©�1��. _ -- 11-1L-I�1-ISI I i. ` �wi� -'� 2' f III-III 111-111 Ghrjg Aries -III 1I I I I I I1 H t �«�POcon1O' ji.,,,,= Pale brown I o'� �.I�� fine sand 1 clean -nd and it E LOGATI ON PLAN a ,�`i� =_ 3.8 SF 32er level gravel b.. kfillll,l . �P�ROVED`�Yv .O j��C �� water in pale =III *s c REINFORCING BAR SCHEDULE A(�/ iilium; i 'in 0 brown fine sandwaterproofing ®CiARD OF RUSTEES-6 • ■ - SP 4..#44." e T t 6 12"of gravel " _ KEY RESAR SIZE REBAR SP GINra TOWN Qr ®V1 N�L� c water in backfill finished radeQ _ Moor EI +I I. brown bog %r?F't_ ® #5 12" O.G. T _G-, r::',A- ~n _ v �. � � 8' Pt _ r 11-,1clean sena nd DATE �v f�p': v1��` 6 ro 'L� Water In brown =l I I- #4 12 O.G. i v 5114 sand _sti L._ 11=19ravel bac fill 11111 y Ili-iii-iii-iii-iii lo' �,� = ,,-0. I_I=8'1=III=III=III- E © # 4 18" O.G. �_�'_ Water In pale _: IIIIIIIII III11111IIEI . .� TB+7.66' brown fine sand ® # 4 12" O.G. of t • III-I -111=1 +814' _ I"i 5Pg--\ IIIIII 1 III= ' ® #4 12" O.G. _ , End of test hole -od bulkhead i MacDonald Geosciance -.7.-\ RETAINING 4 455 MacD•onaldti Cross'r' RETAINING WALL • Laur�l;'New`"York ' E July i,2015 © \ not to scala lu y 3,_8. S.G.T.M. NO. 1000-145_-04-17 p • iTB+6 8' Lot Area = 14,235.1-1 sq. ft. to mean high water mark m 1 � T PROPOSED SITE 'PLAN Impervious coverage area = 2082 sq. ft Building Area July 1��20�5 -'=�-d - Pervious coverage area = q43 sq. ft Raised wood decks t, r AND �U I LD I NCS LOGIT I ON gset 1, 2015 Mean Hi / 9 .ter Mar T .1..;_ - d ..___.1..;_____113 � a of -tea"dg The proposed lot coverage = 2,082 s ft./ 14,235 c r 14.6 L l - Mean High -ter Mark 46d 3'46 DRAI NA&E CALCULATI ONS: = 12oq sq. ft gravel dr il y 2{1 II" E 3225 N 52d 44' area 9> Material area run-off coef. Rainfall = volume = V.F. - `EP 1 6 2015i 45.15' wood jetty . Building Roofing 2082 sf 100% =.161 =341.1 cf . _Ms_an Loiter t"i' -- - TOTALS Use 5' dia. Rings X42.1 c.f./ v.f. 341.1 c.f./42.1= 5.26 vf outhold TGWfl /of I Use (3) 5' dia. 2' deep leaching pools and (I) 8' dia. x 3' deep = q vf _$oard of Trustee Holddowns to be min. 14 gunge x 3" wide harles W. Southard Jr. Test holes byCounty Marine Metal w/ min. holddown capacity 3000# RGHIT ' GT @ corners Fastened as per manufacturer show at l0'-12' below grade we have SW soil = 3-6 ton bearing capacity = 6000# s . ft. 4, \ 435 Bay Home Road USE: 3 Ton design / q, �,/� Endwall � Southold, New York 110111USE: 10" dia wood piles = 1S.5 sot, in USE: 5 Ton design based upon side friction • ° r °° to transfer shear Corner stud connected 22'-0° Phone (631) 411-522a ) :: ° ° ° 2-16d common nails cwsarchitect@optonline.net Load of Structure: First Floor r r @6" o.c. Dead Load = 10#/ sq. ft. x 1552 sf =15520# `��M - `� . \' ° 5/8" dia. Anchor bolt ��:r �I4' Live Load = 40#/ sq. ft. x 1552 sf = 62800# , Min. 7 into Foundation Wall Load = 10#/ lin. ft. x 8' h x 115 If =14,000# ,®/��J p 4" concrete slab ��7 Second Floor ' on vapor barrier /11,/ /t Dead Load = 10#/ sq.. ft. x1483 sf = 14830# on compacted clean fill 11 Live Load = 30#/ sq,. ft. x 1483 sf = 44,4010# I_ ^II ' 41111!8 4 4-O 8 4 2x12 roof raftersWall Load = 10#/ Iln. ft. x 01' h x 151 If =13500# _ I _ \ / -{- 1 \ g16" O.G. t_ Roof �/ pitch I/4"/I' Dead Load-= 10#/ sq.. ft. x 1483 sf 14830# O I/4 PITCH OI 3 I/2I" d x I/4" t FoJndation Wall = , Live Load - 20#/ sq,. ft. x 1483 sf = 201660# , I o lolly �olumn • N � — O TOTAL LOADS: I I \ x = Garage Dead Load = 155200# + 14830# + 14830# =45180# — — -1 ' Live Load = 62800# +444010# + 201660# = 137030# 4' i4' xl8" d = m 528 sq. ft. Use (2) 8" x 32" • • Wall Load = 27500# co cret footing ' m flood vents ® 8" above grade • �t ' N a TOTAL LOADS: 2001,710# ' Garage ®r'ner' Hoc ov n GOI�inetion 4 - USE 10" DIA. PILES @ 20' LONG = 5 TON GAPAGITY = (41) Piles 528 sf N.T.S. USE 6X6 @ 16' LONG treated posts for deck CO / 48)( 11-0" PILE SHALL PROVIDE BEAR CAPACITY AS SHOWN 4'-01" 10'-6" (2) 3x 12 treated girder 4 - 5/8" Type X sheetrock ___—_—__ -- ---- _ 6" step u•. I•----, E walls $ ceiling per code I I �Y ®_—_—_ __J L t I 1 t -- 6 x 6 treated post �t I I i- . -y 1 I- ` -• ii ' ''/ STORAGE - V J , II I_�" 1_i," I_ II I II �I_2,II -I_�II ' I '_ •" , " �' •' 'I •II I • , I_•❑ ,I �,_ on IS . I i,_ I, , 11 ' 4 - IliMMINEW-------- - - ----- ��r' (2) 2/O x 4/O c mt,,,,,, IIIIIII 5/8 b �r111l - gyp bd code �_ �i a ,i �i �1 � "� 1//1 Mw i1 :;011"11"1 dJ , -1 (3) 2x8 hdr . ��x Ta kless wat:r heater ------------ -- I I I I I I ' L 11104/66: 511TpeXshee •-` walls ceiling per code =I - -----------, ------I 1 I I I I I X Q ry ,\ 3/O x 6 _i' 1 I 1 1 ' �\ .% c I • I� , G label ,�_•� 16" O.G. • I i I I = I , I I I I I I 1 \ ry N ,\ J t 16" O.G. , I 'ml ( " ... %NTRY • x 6/% a Kin r. _ ' '_ ' 2x10 treated floor oisPs 1111= 11 (' �� - ----------- -t----------- --- 2x10 treate,• floor its 1 Bedroom ; /4Wopen 8 x10 treated floor J•'itsl 2x10 treat=d floor �o1sts X16" •.G. I►�; Oila to above �� 1- - II_1___ _ ____ _ 1 = 2x10 treated floor J•�ist _ 2x12 floor joists I —_ - m" Fr---6-1-e--5-.67----11 g 16 O.G - -_ 1 1 2x10 treated fool J ats , ;��1 ®16 O.G. 1ri a �� ' , I ®16" O.G. 1 ' I , , I I X16" O.G. I : __ , aurid y 0 .hanlGa ' 0 I_. --------------------•------ ��i --------------- --------- '-I :'_ 8 f i eco•- "Hoot u @ 16 O.G. A x 6/8p p II I � '=' _ — �, I L— 'yp b" wit gas CO er I I r--I--------------------------_----T--�------------------- ---------- - - - - I I ----- - —' - - - - 11 I - - - - 1 ' _' �_ X X :VI__- _ .0 = I I ��4- ` �: ci o I 2x12 floor joist- ---- ----- , — ------.—.--- ---Q-I--� , I , i. • I I I N \ 2x12 floor foists ,_i_ I►/1 = I 1 Q 1W inlin CA �:�' _ 16" O.G. 1 16 O.G. -� Li .ig Iwo �- 1-------______ --4-}------'----- '-i----�------------- ------------j i I I L.. I I I I I I \ A e , I \ II j_________ I G 1r ., L ' .� NI ---___ -------- N I Qom„ n r •1 I }--- - +' { -�---- ii►tI - , L_ '►fi 'hti it 0_ I I = i FA s : -' _�II �� 1.:10111 (1 'JIM" • I ►�► - --------- ------- I� -6 1Q[1 -6 I -' J ir � ,place ® 1k3 ++ 6 - .� I I I I 1 I I I I I 1 � I d\ Q 6 ---- N 1 1 II,I'II I I I I (V 1 cV _ Di I I 2/6 x �/8 p I I X -. X L.1IIIIiZII- - .1__L.�._.__�.-'-'-'---' -- X I I m m \ i2/6 6/8III — m _ _ , pocke door X Ni_ x I m _--___.__ _.-.-__--_-_I__ N , I I N ' ' I ' N I ' ' LI �i IO 2/6 x /8 2x12 floor joists x = r r . m . . .. 7-r—ry---- - I I ` I i , �\ .% ®16" O.G.J 2/6 x 6/8 _-I 11. 1 I , , I I I I I 1 I rn rxa. (2) 2/6 x o/8 Detail ��A"____ -_____ --_ - I 0 \ _ 1 .r�. slidingdoor I I I I i---------------------- -------- , I I I I I o I •I A ° Bed n a m � ; (3)2x12 header _y I Master Bedroom Filing and 1st Floor Plans ------ ;1i:o;,i - 1:141 ---- ---;�•^�i 2x12 fl•or foists ��a�. _.�a�w 1_ 6 www i wmfl 1 1*-:,-------- - -------- I---1---------------- -- - -—-—-—- - - - - I I � �1 � � @l6" 4►.G. 12/0 x 6/8 s I dr cl • �� 1 2x12 floor foists , , H-- --1—t --_, —t-- -------_ -- I I I I I " I I =: O.G. , _I 4 H___________i_t______-04, I I I \ 0 I = I I I I X I I ,, N I ,+-•" �� '-•" , s i " u a II I ttTIIII N I I 1 K:-.1__. _ii1iiI I r ❑ - s I1 Ii . � _1 =E _ ► II i � =c mai (3)2x10 header m Q N N , + , SUN 19 2015 8/0 x 6/8 sldr m I I I 1 si_dpii 2x10 treated floor joisis , • I/ I_•II Cl i % • �� , , bx6treatedp I , L I , ©16 0.G. New Residence for I I I 1 - - _ — 1 (3)2x12 header ----- ---- — -- I►Ii � i �� tl Christopher Ariens - I-' -- --------- --- --- --- ►� , I I I I I2/O x 6/8 sldr _r11 Ty IL II .__--_----_-__--_____- I _ --f—_—__---_--_-_--_-- I ' ' I I I I L. --• -x J 1 • Ak _ -- MI i_e,., I„.It I ' - ------------------------- I 1 = I I I I = = 1 //l►`` 1_ I i _. ,_ , .,._________________T, -- ------------- I I m hot tub LEI- II ( N _ 1 I —_ 61 c-Nix [II . m x _ " T x -6 �� % 5/4 x 6 decking L __ __-- 1L 455 Maonald Grossing -ry - - \ L - --------------1-1.- --- -------------------------I- I ( I ( I I ' 6 x 6 tr�ated post 1 • I " I , RST FLOOR FL ri Laurel, Nev York II 1-1_____________------— i — — 6x6 ACG posts I 1 I I x I Habitable door area = 1552 sq. ft. SGTM # 100-145-04-01'1 I minimum 61 into I I c^ 6 x 6 treated post --'-- -- -- 1 ground , I I I cv April 23, 2015 ------------- , , 6 x 6 treated post I �-- 6 x 6 treated post - ---�- ---_ ----- -- - --- - - - ----- _ May 5, 2015 ------=------ ----- - - -i-------- a 48'-0" A =___ FIRST FLOOR FLAN steps to beach Habitable Floor Area = 1552 sq. ft. of 5 I • Floor Area Ratio Calculations Date: April 22, 2015 Charles N. Southard Jr Project Title: NEW RESIDENCE 12 235# asphalt shingleARCHITET 6 continuous ridge vent A. New Home: -- - First Level: 1,552 so.. ft. 435 Boy Home Rood Second Level 1483 sci. ft. Southold, New York II(171 12 -- TOTAL HABITABLE SQ. FT. : 3,035 sc�. ft. Phone (631) 471-5228 ,.,iiiigillhibli . Lot Area (as per certified survey): 14235.17 So,. Ft. cwsarchitect@optonline.net -_ F.A.R. (Floor Area Ratio): 21.3_ _ aluminum gutter -_ - --- - 1x5 'oral fasciaUnconditioned ----------------- Space -- -- -- - - - - -- 6 aarge 5 3 Q sctft. - - - - -- ----- ------ ----- - - ---- ----- --- -Inc. - - _ --=-- -- Lot Area Coverage: 14.'7% . - ____ -s,00, <:'› - s.,--.' -c:_ --- -_____-----_-_-___________ ____________ �� ----- _ ___- Charles W. Southard Jr. _• ------_-- - -.------- --_------- --_----_-- -_-_ Registered Architect ' — 11111 I�I� I�I� 1111 IIII I�I� I�I� It 1111111111111111111111111111111111111111 I 1111 1111 111 1111 1111 111 1 -:1"' `" _ _ ® -__�^_- - i- _ -_ -=_ - _ -- �� _ c-� _ A.------------------- s` rj c - 0 - - - - - - - IICCS� , II: a ---- _-_ ---------- -- - --------------------------------- ------------------ -- ------ - - --- ----------- - - _ -f3or_ca1 ,anneLSEong------- --------- - - - _ c_5 -- --- - -g - - B0r-e1 01 -Sidinq_-- - ---- ---------- --------------- - - - - _ :7, - - - - ---_ - -- -- - Roof Deck : 1 ' r __- _ -- ------II 11 • — / 48'-O" NORTH ELEVATION / — scale 1/4" 1'-0" - / 51-5'I / 5�" / 7'-6" / 6'-0" / i l-ll" / 2'-6" / ci'-a" 5/0x4/0 box bay [i ' -* [1 _ W.S• .. custom window L o -' _�" :ey A . -6 �p• \ \ ,,R)„\ (3) 2x8 header U (3) 2x5 header ^ \ �` / \ K t / W I \ d3 / / 12'-4" N i� 2f 4„ •'- s J4f �``,c,� 10 \ i ,_ •II L 2 6 / I •\ +,o _ ��ti / \open Q,/ 7o\ m 6 0 t / in ii \ h� ,��4e/ 1 +�o/- _ �� r\q/ 0 J is 'e\ �'�1/ i _- g� ® +o q, rY x • ridge vent N - _ - Off i� _ (3)2xa rafters (3)2x(0 girder - � - - O - _� \ / 0 m s N 235# asphalt shingle = L 36 ' h wall l� �- mT (3)2x8 rgafters x ' f i ♦ O 2x5 raft rs o L }� _ _ _ _ _ - - - O cy `� 0 17112x10 clg Ijsts KltGher of 1 m _ - — --_ O O 2x8 tafters �__ .IIIIII.1�111. �" x O �, �� - • �� PIT ` m N ® 6' O.G. r — -- 6 ( ) xIo ridgein c - _____ - - - _____=_________=-------1=1-___ O0 - N 6 cv IMP �./ - - aluminum gutter CO N �� 1 m ------------------ ---------------- ----------------- Ix8 Borai fascia \ x 2/ x 6/S door I •i \ ' \ m F rn - - _ ,— - it plat v ik p• - m ' bookshelf cv -c cN _-__= m L 0 = W — - 1:I N x sr . tl- - 6 cn (3)-2-X l0 rd r Nf _oki -. - -- - 2 t U e � 1 er N s rn • , m ' %w�L m I 6" o.GS s 2nd Floor Plan Elevations - .--- = _, i Great Room - t0 / �J) xE • - _ `� O N O m ��/ \�o m ------_—_ _ (3)2x8 rafters _ cv - I �- , -, - _- o -- \ 2x8 rafters I +�' /�y in i- '� III f I I I -_ _. - -- - - T l --1 1 N 2 i o t �' \� \, - ----- --_------- -.-.....-_...-....--- --- - - - -- -- -- - —Bon L=6hcannel--Siding_- _ _ @16'G0.c. e.. vw� ' v \,�+io L ---_ _, •.„.___ --- - _- - - -- - - _= _ T (3)2x8 rafters / O /4 x a I/� der \ (�/ 6 O \ hi \ r • •• ----------- O - — — — — — _� : i) _�_ = _ _ _ _ _ \ 3 1 3 ml 3ir L XD �� 9 6 - d /� x O — --------- ----- - 0< /, = 120x6/8sldr +gyp ,/ \ 1% cv j �U -- - - - i k� ?J L '1, / \ x - 9 2015 m u - - _- _ `� -_ � 6 = , ., `r s 3 2x12 header , \ ' x � - O N ��1 0 © fie., ry d �� O 12/0 x 6/8 sldr • - - cv m / N \ N m - c0 (3) 2x12 header ' _\ New Residence for Christopher Ariens �'X v _v RI , 1 I '1 \ -� Dining Deck p _I I I I i i /� II II � , 1 I i i I I i H 11 1 �.'1 I 11 11 I H H IL , i l 1t_i1 I i i l 1�1_—i�_1Ll i_I _ 12/0 x 6/8 sldr I I 2'-O"/ 12'-0" /2I-OII,,.-O I 12I-O" O/ 31-0" / 12'-0" / 3'-0" / I it 16'-0" / 14'-0" / 18'-O" / SOUTf- ELEVATION scale I/4" = I'-O" \ 455 MacDonald Grossing - Laurel, New York 11 SGTM # 100-145-04-017 April 23, 2015 • May 5, 2015 SECOND FLOOR FLAN A _ Habitable Floor Area = 1483 sat. ft. of 5 R312.1 GUARDS. GENERAL NOTES: I. Contractor shall verify conditions and dimensions and notify Architect of inconsistencies, prior to proceeding with any w (762mm) ABOOVEVE THE ork. PORCHES, FLOOR RAMPS OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES Charles . Southard Jr FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36 INCHES 2. The Architect 1s not responsible for construction supervision unless specified by written contract. (a41mm) IN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES �• 3. All work shall be done in accordance with all Federal, International Residential Code, ASCE 7-08 8 Local Building Codes. (762mm) ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES ARv 1 T E T (864mm) IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. 4. All electrical work shall be done in accordance with the National Electrical Code, the Board of Fire Underwriters, and International Residential Code, Part VIII, chapters 33-42. PORCHES AND DECKS WHICH ARE ENCLOSED WITH INSECT SCREENING SHALL BE EQUIPPED WITH 5. All plumbing work shall comply with the International Residential Code, Part VII, chapters 25-32. Continuous ridge vent THE GUAFLOOR OR GRADE BELOS WHERE THE WALKING SURFACE IS LOCATED MORE THAN 30 INCHES (762mm) ABOVE 435 Bay Home Road Southold, New York 11 1-71 6. Do not scale these drawings. Refer to written dimensions. 8312.2 GUARD OPENING LIMITATIONS. 12 - -_ SSSS -------SSSS-- --- SSSS ---- 7. Basments with habitable space and every sleeping room shall have at least one operable emergency escape and rescue opening. - --. __-_.-____ REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND --- -----SSSS--------SSSS---SSSS---SSSS-- Where emergency escape opeings are provided they shall have a sill height of not more than 44 inches. 6 PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW Phone 631) 411-5228 All emergency and escape windows shall have a minimum net clear opening of 5.1 sq.ft. PASSAGE OFA SPHERE 4 INCHES (102mm) OR MORE IN DIAMETER. Grade floors shall have a minimum net clear opening of 5.0 sq.ft. GwSarGhitect�optOnline.net - - ------_ _ ___-...--___ --_--- -- EXCEPTIONS; -- SSSS--- - - - - I. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD The minimum net clear opeing height shall be 24 inches and the minimum opening width shall be 20 inches. A- - aluminum gutter 8. All glazing shall have a minimum classification rating in accordance table R308.3 from International Residential Code, Windows lx8 Boral fasciaPERMITTED TO BE OF SUCH A SIZE THAT A SPHERE TTHEOPENSIDEOFASTAIRWAYARE -- - ------ ------------------SSSS-- SSSS -- -- - SSSS-- - 6 INCHES (152mm) CANNOT PASS THROUGH. __.---.._..SSSS-- ------................- _ ___ _SSSS-SSSS--_-__SSSS--SSSS-- ___-_----------------------SSSS-----------...._._.--_ :-_:-.:_ ..--___._-_______----------------SSSS--SSSS-SS _ 2. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A -- --- -----------SSSS-- ---------SSSS-- ---------- SSSS-- --- -- _ 0. Handrails shall be provided on at least one side of each stairway with two or more risers Handrail Height, measured above stair ---SSSSSSSS-_ -_-__-_.. - -- _ - -_SSSS-- SPHERE 43/4 INGHE ( 7m ) TO PASS THROUGH. S 10 m -- - - SSSS- - SSSS- - --------------SSSS---..._._...SSSS---- tread nosin s, shall not be less than 34 inches and not more than �8 inches. - -_. gSSSS--._... - SSS-- - - - -- -- - ---.___SSSS----- -------------------SSSS-- --- -----------------------------------...SSSS-SSSS----SSSS----- ----._..... . ..- -- 10. Provide stairway illumination directly over each stairway section Residential Code section 8303.4 SSSS-- --------.._.__._....___. .._...._._.._-.------..._.._.__.._._..----.----------..._SSSS.------------__-___ in accordance with the International _._-__. ____ __ _ -- II. All "Treated" lumber to be pressure preservatively treated and naturally resistant wood. Pressure preservatively treated wood and -_ _ naturally termite resistant wood shall not be used as a Physical barrier unless a barrier can be inspected for termite shelter tube As per R324.3 of International Residential Code. -- ----- ---- -- - GONSTiRUGTI ON NOT�S: - SSSS SSSS ___________---______ _-_ -===13z3ral arms 1 sictin - - I. All footings shall bear on undisturbed soil of 11/2 ton bearing capacity. 9 ___==______=___-_,-__, -___ ---------------------------------SSSS-- 2. Concrete for footings and foundation walls shall be 3000 psi ® 28 days -- - - --_________________ - - and have between 5% and 1% air entrainment by volume T __________________ _-.___.._____-________--_-_______..__________.__ 3. All concrete slabs shall be placed on clean fill, compacted to 05% density. _ _ _________ __________________ ---____ _ ___ SSSS-- _ --SSSS-- - 4. Concrete for garage slabs, and concrete exposed to the weather shall be - - -.. - - - - 9 g p - -- ----------SSSS-- --__- - ---_ ---_---__--_ _-=-_-- - --_-_--- _._----SSSS-----=:=_----- _- --- nd 7Y air entrainment byvolume - --- - =--_---. _SSSSSS-- SSSS--SSSS---- _. ----__----- -____----- ______=__ ____- ---__- ---- - - ___________=___ _ 3500psi @ 28 days and have between 5% a - =-_ SSSS-=-=---------------- - -- p y =----- SSS-SSSS-- - SSSS - SSSS - SSSS _ _ __ _ ------------------SSSS-- ---...---SSSS-- - --- -- - - 850 psi strength. __ ___ ._...-SSSS-- --- --- - -- - SSSS-- SSSS---_.....__..........SSSS-......._ -SSSS_------_____-SSSS-- --- ---__- ---_-_._.--- lumber shall be constructiongrade, Hem-Fir, - _ - __ __ _ __ __ 5. All m p g _ _._____ __^ _ SSSS __. ...... _ __.. - ===--------=-2--===-- 'SSSS-.. ---..- --- SSSS---- __- - - - - - -----S-- - ------------------SSSS----SSSS-- - - --- --SSSS-- SSSS-SSSS-- - -- ------_._--..._...---- SSSS-- all openings. - -- _ -.............__... --..... _._ -SSSS-- 6. Double framingaround - partitions. ----____---------------___SSSS - -1. Double floor joists under all ---- - - - -- _ _ _ - ___ SSSS --- -SSSS-- _____==-=____ S. Headers over all openings shall be (2)2"x8" unless otherwise noted. SSSS-- - - __-- -_ -^ ____ ___ 4.. posts under each end of all headers andgirders. - -- _ - - __------______-__ _____ --_ _ _ --_:_ -- ----SSSS-SSSS-SSSS________-_ -- - 0. Double2 x - - -- p -- - - ---SSSS---- - ----------------_ __ - - ------- - - - - - - _ _ -SSSS__ SSSS - - _ _ - -_ ----------=---------=---====S ---. -SSSS- - - ... _. -------------------------------------------------------SSSS-- - - - - --- --SSSS-- -10. Provide metal joist hangers where all members meet flush headers -- - - - - - SSSS- - - --- j g _--------------SSSS----__---SSSS----- ___ SSSS-----------SSSS-- -SSSS-- --- - -------------------- ------ SSSS- SSS-- ---- - - SSS-- _ - - SSSS --- - - _ _ __ __. r t -- -----------SSSS-- - --- __--- - --SSSS--- ----------------SSSS-- II. Firestopping is required at all concealed spaces within wall, partition, floor, - - -- - - ---_ - _- - -- - - - --_---------------_ ---____-- ---__ pp - - - -____ - -_ -SSSSSSSS-- --- ---- stair attic, or cornice construction and around chimney, pipe and duct openings. - SSSS- SSSS - _ __- --- �_- y i'p - SSSS SSSS-- -- ------SSSS-- ----SSSS-- SSSS- - SSSS-- ---SSSS-- _... --- -- ---- SSSS- - --_------_------_- _ _ - _ - - - - _ _-_ with non-combustible material _ -_ -- - -_...._.---...-- -- _ _ -_ -____----___-__-______ _____._.____- -_ --_- ___SSSS________ . _____ - -._-- Such construction shall be fire-stopped or filled ____ --- _ pp - - -- --- --- -..- -- _ _ ___ - -- - - Section 8602.8 -- _ ____ -_ ._.._.-.....-...----_.- ---.-. - ...___ - -- _ -SSSS--_ - - =- . .- -- _ .....__..--- - _- Refer to the International Residential Code A. -- SSSS - - - - - _.___......__..-__...____-_.-._-_--.-..__-_.____.____ __ _-__________-_.__._ _____- -- __ I - -- SSSS ----_--.--_ _ SSSS .............__. ._______- --SSSS-__ __-.._._.._._.. - _ -____.._ - _ _ -----SSSS._........_..............._ ... . . 12. Wall # Ceiling finishes shall be in accordance with section R310 of the International - -----------SSS------------__-- -- -- _._. ..._..__ - -.._.._-SSSS--__SSSS...---- -----SSSS-- Resldentia I Code AV - SSSS-- - - -- -- - - --- ________-- _ 13. Insulation shall be in accordance with section R322 Residential Code of NYS 14. Wall coverings shall be In accordance with section R102 4 103 of the International �--_ Residential Code 15. Asphalt shingles shall be installed in accordance with section R005.2 of the . International Residential Code ___L 1 __L 16. Dryer Exhaust vents shall be Installed in accordance with section M1501 of the L____J International Residential Code 17. All mechanical systems work shall comply with the International Residential Code, **insulation. Note: All insulation shall be installed IN/ moisture vapor retarder on w , arm-in-winter side '----AST ELEVATION in accordance with section R322 scale I/4" = I '-O" SECTION R324 FLOOD-RESISTANT CONSTRUCTION R324.1 General. Buildings and structures constructed in whole or in part in flood hazard areas (including A or V Zones) as established in Table R301.2(I) shall be designed and constructed in accordance with the provisions contained in this section. R324.1.1 Structural systems. All structural systems of all buildings and structures shall be designed, connected and anchored to resist flotation, collapse or permanent lateral movement due to structural loads and stresses from flooding equal to the design flood elevation. R324.I.2 Flood-resistant construction. All buildings and structures erected in areas prone to flooding shall be constructed by methods and practices that minimize flood damage. R324.I.3 Establishing the design flood elevation. The design flood elevation shall be used to define areas prone to flooding, and shall describe, at a minimum, the base flood elevation at the depth of peak elevation of flooding (including wave height) which has a I percent (100-year flood) or greater chance of being equaled or exceeded in any given year R324.1.3.3 Freeboard. A freeboard of two feet shall be added where the design flood elevation or other elevation requirements are specified. R324.1.4 Lowest floor. The lowest floor shall be the floor of the lowest enclosed area, including basement, but 12 excluding any unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage 6 - provided that such enclosure is not built so as to render the building or structure in violation of this section. R324.I.5 Protection of mechanical and electrical systems. Electrical systems, equipment and components, and heating, ventilating, air conditioning and plumbing appliances, plumbing fixtures, duct systems, and other service equipment shall be located at or above the . - ____ design flood elevation plus freeboard as specified in Section R323.1.3.3. If replaced as part of a substantial improvement, aluminum gutter electrical systems, equipment and components, and heating, ventilating, air conditioning, and plumbing appliances, plumbing fixtures, duct systems, and other service equipment shall meet the requirements of this section. Systems, fixtures, and equipment and 1x8 Boral fascia components shall not be mounted on or penetrate through walls intended to break away under flood loads. Exception: Electrical -- ----------SSSS-- ---SSSS-- -- ----- --------SSSS-- SSSS -- ---- ---------------- systems, equipment and components, and heating, ventilating, air conditioning and plumbing appliances, plumbing fixtures, duct --_- --- -____.___________ _ systems, and other service equipment are permitted to be located below the design flood elevation provided that they are -- - --- - --- _________„_____________________ -- ------SSSS---SSSS---- ------------SSSS----SSSS --- -------SSSS-- ---------------------------------------SSSS-------------SSSS-- - - --- SSSS-- SSSS-- --- ---------------------------------SSSS-- -- designed and installed dto prevent . le p ev nt water from entering or accumulating within the components and to resist hydrostatic and stresses, including the effects of buoyancy, during the occurrence of flooding to the design flood elevation -- -- -- --- - - SSSS --- - ---- hydrodynamic loads and -__- in compliance with the flood-resistant construction requirements of the Building Code of New York State. Electrical wiring systems Elevations are permitted to be located below the design flood elevation provided they conform to the provisions of the electrical part of - this code for wet locations. SSSS ---------------------------- -----_ ---....-.....___._...- - --- --------------SSSS-- ------------SSSS-- ------------SSSS-- _ -- SSSS-- --- ----------------- - 8324.1.6 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to - minimize or eliminate infiltration of flood waters into the systems in accordance with the plumbing provisions of this code. New and -7-=-.17----_---7_ - - - -- -------SSSS-- ----- -- -- replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of floodwaters into systems and _____---SSSS-- -- -- --- = - __ _-____-_ discharges from systems into floodwaters in accordance with the plumbing provisions of this code. , -----______ - ---SSSS-- SSSS R324.1.1 Flood-resistant materials. Building materials used below the design flood elevation shall comply with the following: IL' . • -- - SSSS-- -SSSS-- SSSS SSSS- - - 1 - - 7=7-17-7-77=---7---7-7-------== 11 I. All wood including i Bora' Channel Sidin - ----------- ----==- -SSSS--=SSS S-- = - --- - SSSS floor sheathing, shall be in acordance with AWPA UI for the species, product, ------SSSS--_SSSS -- g decay-resistant -__._.___ - - - - - - --- - use or be the heartwood of redwood, locust or cedars. Preservatives shall be listed -- SSSS-- ---SSSS------- preservative and end d • - - -- - S SSS -------- ____ _---SSSS--SSS S --_.SSSS____SSSS_____-- --..._ ___ __ - - in Section ofWPA UI. --- -- -- ---SSSS-- _ 2. Materials and installation methods used for flooring and interior and exterior walls and wall coverings shall conform to the JUN 2�i� - - - -- - ------------ -----------SSSS --- provisions of FEMA/FIA-TB-2 ------ ____-SSSS-- - - - - ------------------SSSS---SSSS-- - - - ---- ------------------------ -- --_----------- ----- -- - As-builtelevation ---SSSS-- -- - 8324.1.0 certifications. A licensedland surveyor or registered design professional shall certify that the building ------ --SSSS-- -SSSS-- --------SSSS-- ---------SSSS-- - Boral Channel Siding -- - ---= - - SSS- J or structure Is in compliance with the elevation requirements of Section R323.2 or R323.3. - - - -- - -------------.._..__--- -SSSS-- SSSS-- -- - - - SSSS--SSSS-- ------ -- -- - R324.2 Flood hazard areas (including A Zones). Areas that have been determined to be prone to flooding but not subject to high -____--_____- - - - - velocity wave action shall be designated as flood hazard areas. All buildings and structures constructed in whole or in part in --SSSS-- - -SSSS -SSSS - -- SSSS-- --------SSSS-- ---------------- - -- ----SSSS-- - - - - - - _ flood hazard areas shall be designed and constructed in accordance with Sections R324.2.I through R324.2.3. - -= R324.2.I Elevation requirements. ------------ SSSS-- ----- -------SSSS-- ----- --- -SSSS-- ----------------------- -- -- --- - ----------SSSS-- -------------...._......__-- ---....__......SSSS--__-__SSSS...._.._ _ ___ Buildingsand structures shall have the lowest floors elevated to or above the designflood elevation plus freeboard as Residence -SSSS-- -------------------------SSSS-- ---------------._. - -----------..--------------_.__SSSS-__SSSS---SSSS-- _ --------------------------__..__-__- r rucNew si ence SSSS . ------ - - - - -- _ - - - - - - = _ - __. specified in SectionR323.1.3.3. SSSS----- -SSSS-- ---- ---------------SSSS-- ---------------------SSSS-- SSSSChristopher pher Ar lens p o 2. In areas of shallow flooding (AO Zones), buildings and structures shall have the lowest floor (including basement) elevated at I - - - - least as high above the highest adjacent grade as the depth number specified in feet (mm) on the FIRM, or at least 2 feet (610 - SSSS-- SSSS-- SSSS- --- --- _______------- mm) if a depth number is not specified. Basementoorsa areeow grade on allsides shall be elevated to or above the design flood d e levation plus freeboard as _ - - -- ---- - - design flood elevation, including basements whose floors are 3 Exception: Enclosed areas below the -- - - - = - - -- - - --- - sides, shall meet then requirements of Section R324.2.2. specified in Section ____=== - -- ------___SSSS --------------- - - - U �� 1 R32422 grade area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood I elevation shall: I. Be used solely for parking of vehicles, building access or storage. L 2. Be provided with flood openings that meet the following criteria: 2.1. There shall be a minimum of two openings on different sides of each enclosed area; if a building has more than one enclosed 455 MacDonald Grossing area below the design flood elevation, each area shall have openings on exterior walls. 2.2. The total net area of all openings shall be at least I square inch (645 mm2) for each square foot (0.003 m2) of enclosed Laurel, New York II area, or the openings shall be designed and the construction documents shall include a statement that the design and installation wiII provide for equalization of hydrostatic flood forces on exterior walls by allowing for the automatic entry and exit of SGTM # 100-145-04-011 floodwaters. 2.3. The bottom of each opening shall be I foot (305 mm) or less above the adjacent ground level. April 23, 2015 2.4. Openings shall be at least 3 inches (16 mm) in diameter. May 5, 2015 I^I 2.5. Any louvers, screens or other opening covers shall allow the automatic flow of floodwaters into and out of the enclosed area. Y ESTELEVATION 2.6. Openings installed in doors and windows, that meet requirements 2.1 through 2.5, are acceptable; however, doors and windows without s o meet the installed onennot Fwalls this scale I/41 = Ii-OII R324.2.3Foundatindsig and construction. Foundation forr all buildings and structures erected in flood hazard areas shall meet the requirements of Chapter 4. Exception: Unless designed in accordance with Section R404: I. The unsupported height of 6-inch (152 mm) plain masonry walls shall be no more than 3 feet (014 mm). 2. The unsupported height of S-inch (203 mm) plain masonry walls shall be no more than 4 feet (1210 mm). 3. The unsupported height of 8-inch (203 mm) reinforced masonry walls shall be no more than 8 feet (2438 mm). For the purpose Of 5 of this exception, unsupported height is the distance from the finished grade of the under-floor space and the top of the wall. I DESIGN CRITERIA CHARTS FROM THE: RESIDENTIAL CODE OF NEW YORK STATE (SECTIONS R301 through R305 Charles iAl. Southard Jr. continuous ridge vent CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ll • Section R301 Table R301.2(I) A R C H I TEGT 1� _ l_� Ground Wind Seismic Subject to Damage from Winter Ice shield Flood /,/ f Collar ties ® every third pair of rafters Snow Design Frost line Design underlayment Hazards ♦ Load Speed (mph) Exposure Gatagort Weathering Depth Termite Decay Temp Required 435 Bay Home Road 235# asphalt shingle installed in /'�� Ii� = 20# 120 13 G Severe 3 feet Mod-Heavy 5-Mod II�f YES N/A Southold, New York IIc111 accordance with section 2, i IS# felt, 1/2" plywood sheathing "' Phone (631) 411-5228 Aluminum Gutters $ leaders iiiiiI II _ �' I - a R-30 batt insulationeilt`.„ � �,,,��",,,�, � �,��,�,,;, � �� -��:�it - - �j ME�f� N I GSL OU I i�M NT NOTES: cwsarchitect�optonline.net insulation baffles ` /' - - --- ` Min. l” airspace to be maintained I. Heating system shall be a Natural Gas hot air system. The heater shall provide a minimum of x0,000 btuh. location of all ridge & soffit vents The heating system shall have a minimum rating of 50% efficiency 2. The alrconditioning system shall provide a minimum of 5 tons of cooling. - The heater shall be of a minimum SEER 13.0 rating. 1/2 gypsum board wall 4 ceiling • • 3. Systems shall be controlled by a minimum of one programmable thermostat. / 4. All ductwork shall be insulated with a minimum of R-8 insulation _ �— 5. All water piping shall be insulated with a minimum of R-4 = 6. The water heater shall be an on demand system of a minimum of 8 gpm at 125 degree water. 1/2" plywood sheathing, cementious 3/4 T&G plywood sheathing ; III3/4 TSG plywood sheathing m It shall be have an efficiency rating of 80% minimum plank siding, 1/2" Sheetrock, 5 1/2" glued $ screwed to joists glued it screwed to joists E = 6R-21 Insulation.and R-5 rigid insulationIIILLIII A on exterior. Note: All insulation 114 ; to be installed w/ moisture vapor retarder on warm-in-winter side in accordance with section 5315 3/4 TSG plywood sheathing 3/4 T$G plywood sheathing glued $ screwed to joists 3" vent thru glued 4 screwed to joists Proposed Floor EI +10.0' ► _ 1 vent thru 2 I I roof .._.._.._..4 1-..-._..roof ._.._.._._._. : 1I y^I 1N:1N - . " I' 11 i.1 I /li • 2" �.�_ " Min Floor El +8.0' vent ---_ 2 vent Proposed Garage El +1.0' - �' Base Flood El 4 Highest Grade +6.0 > N >- m ic > - - > >- - > > - - Lowest grade +5.0' kitchen sink ice-maker toile; lavatoru refrigerator di1hwasher tub U- _ N N N.2 2nd Floor N-_ 6, - �- N K — SEGTION EAST TO VAIEST m ry waslte % scale 1/4" = I'-0" 2 in N 2 3" vent �--- 3" vent a K - - Csi N(V N 0- N N N V N > > — > — > — >y ----. > lavatory washer 611 step down toilet 1----a itoilet �. °� tub spaltub - ° ~=retch air 2" decking O 2x10 Floor joists o; a� nle -� _ 2x5 deck joists ♦ 6 ' ' 6 shower e� — K — K I I 1st F oor r in (Nto n N � 6 I ry�N K 411 2 \ 6 4 \ N '6 N t6 IJ — K waste — K — K I I II Grade r. 1/2 gypsum bolarfd wall 4 ceiling \ \TT To existing sanitary Plumbing Riser Diagram house 4" ttrap ironsystem not to scale NOTE: GUARDS NOT LESS THAN Solder shall contain no more than .20% lead 36 INCHES HIGH INTERMEDIATE RAILS SHALL NOT ALLOW Water supply piping shall be PEX Detail PASSAGE OF A SPHERE Waste and vent shall be P.V.G. or scale 1/2" = I'-O" 4 INCHES IN DIAMETER. copper Sections, Notes $ Details 2p l y torch down roofing • 1/2" plywood sheathing O lx6 T$G Cedar Decking m 5/4" Sleepers @2'-0" o.c. 7 IN . YA ,_.: 1 7 iN JUN 1 9 2015 _, Z 2x6 Treated plate --J 5/8" x12" long anchor bolts © 32" o.c. termite shield $ sill New Residence for Proposed Floor El +10.0' sealer insulation Christopher Ariens Min Floor El +8.0' H )-( fl dZ k concreteon vapor sl barrier Proposed Garage El +1.0' i I onsecompo ler utad clean fill tion Base Flood El 4 Highest Grade +6.0' Lowest grade +5.0' li r 5" concrete foundation wall 8" thick x 16 wide concrete footing $ Dampproofing 455 MacDonald Grossing Laurel, New York II SGTM # 100-145-04-011 SECTION NORTH TO SOUTH April 23, 2015 scale 1/411 = 1'-0" May 5, 2015 A =....___ 4 of 5 to 2x Toe Nall 2-I6d Minimum Uniformly Distributed Live FASTENER SCHEDULE FOR STRUCTURAL MEMBERS •• •• - • _ NATURAL • BGNYS TABLE 2304.9.1Face Nail "�- �� _ NATURAL _ harles lAt. Southard Jr '" • Table • - WOOD HEADER DESCRIPTION OF BUILDING NUMBER ' - • SPACING OF FASTENERS Joist to Band Joist, Face nail VENTILATIONEILING LIGHT 896 e moi"\ _ ELEMENTS — Ledger Strl , Face Nail 3-16d — USE - Load q q ° �% A R H I T -E T cl.. q. UPLIFT CAPACITY OF I4O0# ° ° _ • • -• 11.4 s ft. 5•- s ft. GAUGE ANCHOR T Joist to still or .irder, toe nail — Structural Floor, Roof, 4 Wall Sheathing < 1/2" 6d C,L — Exterior Balconies �• -•• � �• • -• 19.2 s ft. Q.6 s ft. �^i-� toenail to Joist 2-Sd II]I1iWL :• • . — Decks * • -• 15.4 Sq. ft. 11 s . ft. . .toenail each end 2 stamples, 3" 13ga. • -• 20.4 s . ft. 10.2 s . ft. AND LATERAL CAPACITY OF Paenger vehile garaes # • X00#. FASTEN AS PER435 Bay Home Road 2-Sd • 23.2 s . ft. 11.6 s•. ft. l face nail 2 stamples, 13/4 Attics without storage 1 ° ° Southold, Nev York IIg71 BEDROOM I 145.5 8'-0" MANUFACTURER REGGOMENDATION 2" subfloor to oist or irder,blind and face nail 2-16dFloor, Attics with stora•e • Ibd BEDROOM 2 112.0 5,...0" q.0 s.. ft. 4.5 s.. ft. = 40 Phone (631) 4'11-5228 Sole .late to oist or blockln., face nail 2-Ibd I "I Rooms other than slee•in• rooms Top or sole plate to stud, end nail �" •' ' (2)2X4 POST �/��_ -Sd Or 2-Ibd 24" o.c. Slee•in• rooms 30 -- SII/�� cwsarchitect@optonline.net Stud to sole -late, toe Hall 4 Panel Double studs, face nail 16d 24" o.c. - . '• DEFLECTION LIMITS Ibd — •• CONSTRUCTION L S OR W D + L Double top plate, face nail Double top plate splice, face nail -Ibd Fiberboard SheathingAttach to structure with 3/8 lag bolts ROOF MEMBERS L/360 L/360 L/240 Sole plate to Joist or blocking at braced wail panels 3-16d '" " "" — A24" 0.G. SUPPORTING PLASTER GLC. L/240 L/240 Post ` ®n ®� p Double top plates, minimum 45-Inch offset S-16d Interior Paneling 1/4"' 4c1 -1 — SUPPORTING NONPLASTER GLC. L/I80 L/I00 L/120 of end Joints, face nail in lapped area Interior Panel(ng 3/8 * Attach to Goncrete with 5/5" masonary Blocking between Joists or rafters to 3-Sd 4d K Anchors @24" 0.C. FLOOR MEMBERS L/360 L/240 � �� ® � top plate, toe nail 6" o.c. For SI: I inch = 25.4 mm, I foot = 304.5 mm, I mile per hour = 1.609 km/h. # Elevated Floors shall support 2000#/20 sq. in. EXT. MALLS 4 INTERIOR PARTITIONS Rim Joist to top plate, toe nail 8d — A. Common or box nails are permitted to be used except where otherwise stated. I No storage with roof slope of less than 3/12 NTS B. Nails spaced at 6" o.c. at edges, 12" at intermediate supports except where spans 45" or more. For nailing g p WITH BRITTLE FINISHES L/240 Top plates, lops at corners and 2-IbdWITH FLEXIBLE FINISHES L/120 Intersections, face nail 16" o.c., along each edge of wood structural panel and particleboard diaphrams and shear walls, refer to section 2305. Nails for wall eachedge IS" o.c., along sheathing are permitted to be common, box or casting. Wind-Borne Debris Protection Fastening Schedule for Built-up header, two pieces with 1/2" spacer 16d Continued header, twoG. Common or deformed shank.pieces Ibd — Wood Structural Panels Sect. 301 Table R301.2.1.2 D. Common. II Gua e Steel Min. ) Ceiling Joists to plate,toe Hall -Sd — E. Deformed shank. Fastener Fastener Schedule Joist Hangers Continuous header to stud, toe nail 4-Sd — F. Corrosion resistant siding or casting nail. Type Panel Span 4' < panel span 6' < panel span Ceiling Joist, laps over partitions, face nail 3-16d G. Fasteners spaced 3" o.c. at exterior edges and 6" o.c. at intermediate supports. < 4 ' < 6 foot 8 foot WOOD HEADER `` Ceiling loist to parallel rafters, face nail 3-16d H. Corrosion resistant roofing nails with '1/16" diameter head and I 1/2" length for 1/2" sheathing and 13/4" length 2 1/2" ##6 '' -ad 16" 12" cc 14 GAUGE ANCHOR WITH II Wood screws 1 Rafter to plate, toe nail for 25/32" sheathing.- t sta les with nominal '7/16" cron and I I/8" len th for 1/2" sheathing and 11/2" length for 2 1/2" #s UPLIFT CAPACITY OF 1800#I" brace to each stud and plate, face nail 2 st — I. Corrosion reslstan p 9 2 staples, 3° 25/32" sheathing. Panel supports at 16" o.c. (20" If the strength axis Is the long direction of the panel WOOd sres 16 I6 I2 AND LATERAL CAPACITY OFvlkkkk ( Flooring Ix 8" sheathing to each bearing, face Wali 2-Sd — unless otherise marked. Wood Structural Panels with a milnimum thickness of 1/16 Inch 1400#. FASTEN AS PER II Guage steel (Mi .) n ers Wider than 1x 5" sheathing to each bearing, face nail 3-8d J. Casting or finish nails spaced 6" oc on panel edges, 12" o.c. on intermediate supports. and a maximum span of 5 feet shall be permitted for openingJoist Ha gK. Panel supports at 24". Casting or finish nails spaced 6" on panel edges, 12" on intermediate supports. protection in one- and to- story buildings. Panels shall be 16d 24" o.c. attached in accordance with this table. liel o ° a ° Flush header Built-up corner studs L. For roof sheathing applications, Sd nails are the min. required for wood structural panels.Nail each layer as follows: o , ° ° Floor Joists Built-up girders and beams, 2-inch 20d 32"o.c. at top and bottom M. Staples shall have a min. crown width of 7/16". (2)2X4 POSTand sta ered. Two nails at i a lications fasteners s aced 4" o.c. at ed es, 5" at intermediate edges. ° ° / ° ° lumber layers 99 N. For roof sheath ng pp p 9 _ends and at each splice. Collar Tie to Rafter, Face Nail3-IOd — 0. Fasteners spaced 4" o.c. at edges, 5" at Intermediate supports for subfioor and wall sheathing and 3" on centerImunlir Jack Rafter to Hip, Toe Nail 3-l0d — at edges, 6" at intermediate supports for roof sheathing. h Face Nail 2-16d — P. Fasteners spaced 4" o.c. at edges, 5" at Intermediate. F I U J -coder D aI scale 1"= l'-0" Rafter connectors as required I-1/4" x 20 guage steel strap w/ holddown capacity of 135 pp rafter DOUBLE TOP PLATE Attic Floor \ 2X6 BLOCKING AT SEAMS Roof Framing TO ENSURE LOAD PATH TRANSFER Lateral for 120 mph wind FOM �( X X 2X6 WALL STUDS Lateral for 120 mph wind WFGM 01" R-3I batt insulation 8'=132 pIf x 1.33 = 116#/ raft /\ 15/32" PLYWOOD SHEATHING Min. I" airspace to be maintained © WITH JOINTS STAGGERED q'=145 pIf x 1.33 = I13#/ raft 12 location of all ridge soffit vents 1'=145 pIf x 1.33 = 193#/ raft Header 15/32 plywood sheathingA A SHEATHING SHALL OVERLAP AT WINDOW DOOR fastened to all members HEADS TO ALLOW LOAD TRANSFER AROUND 6 with #8d nails 6" O.G. on Cripple Studs OPENINGS TO COLLECTORS/DRAG STRUTS A _ edges and 12" O.G. on intermediate members (typ. Connections Required) ' N m � 2nd Floor/r0. TYPICAL FRAMED OPENING 1- e w I Uplift connectors as required ' II �. use (2) toenails each stud to plat 1 254# p q 1 \A4 © point "A" See Design "Notes P '� use (4) face nails each stud to ,o 540# \ 2X6 BLOKING AT SEAMS � 407# / 135# _ (4) IOd nails min. Tm + plywood 240# pIf 1 ' For windspeed For applicability / o TO ENSURE LOAD PATH TRANSFER p -0(1 �:II Header Studs s0--i , 15/32" PLYWOOD SHEATHING — Plywood sheathing to be II r ■�I Q m �� blocked with 2x6's at all seams — 0 =N WITH JOINTS STAGGERED u, n m m to ensure continuous anchorage o Notes Details Q m tl No Uplift 6 2X6 WALL STUDS p -oi � Plywood sheathing shall be Connector BOTTOM PLATE II - overlapped from first to secon• story Required ZO lAta I I to roof Gonnec-tion "A" -6 x to maintain load path. 2X6 SILL PLATE 1st Floor 0 m Q m K `r ` CO N I shear capacity on 10d common nail in 2x = 135#/ face nailed -c A A _ vfl- m r _ IIIL it) IOd common nail / rafter = 135# / face nailed x (8) = 1080# OK floor- ILII _ NOTE: ALL SHEATHING SHALL BE INSTALLED IN STRICT I Imo, t use (s) = p Stud to late i�t ee�,f I SHEAR ALL D-TAIL I TH ACCORDANCE WITH DESIGN REFERENCE. ANY ��N [tJfS r li a x withdrawal capacity on IOd common nail in 2x56#/ face nailed Q shear capacity on IOd common nail In 2x = 135#/ face nailed ��i�� .�� If�� I 1 DEVIATION FROM DESIGN SHOWN MAY REG2UIRE _c N use (8) IOd common nail / rafter = 56# / face nailed x (8) = 448# OK o Cl withdrawal capacity on IOd common nail in 2x = 56#/ face nailed ®F I I NG DET AIL ADDITIONAL STRAPPING. Em ;II = 127# / toe nailed Scale: I/2"=1'-O" Scale: I/2"=1'-O" : - I ® D N shear capacity for shearwall assemblies m Q = 15/32 plywood sheathing Sd nails ® 6" o.c = 240# pif i ° N . wood siding 2x6 framing g 16" O.G. Provide strapfrom •ch loor ateral for 120 mph wind WFGM N �� joist to girder lir�� rigid insulation 24'=243 pif 36/24 x 1.5 = 365 pif x 1.33 = 486# - ' 2x6 Treated plate .. Lal►q •' sealer insulation _I,�1 Iii MIE termite shield 4 sill - �� Ridge connectors as required 15/32 plywood sheathing WWI �� I-I/4" x 20 guage steel strap w/ ►,� 5/8" xl2 long anchor bolts fastened to all members �; 3" Tension Capacity of 500 pp rafter with #8d nails ® 6" 0.0. on 1 With square slotted washers edges and 12" O.G. onr ® 52" o.c. within 6" - 12" from Lap sheathing fastened as per manufacturer recom ndation intermediate members 1 end of plate section and rom„-- ---_.iii ove joist 4 plate 1" min into concrete foundation 12 ° � F---- ransling ° � Foundation t® plate t® stun "GI " 111111. MOTES : LaelNewYork II IsGTM # 100-145-04-011 I. The window sizes and styles shown on these drawings refer to "Marvin Ultrex" Lateral for 120 mph wind WFGM uplift capacity on IOd common nail in 2x = 121 / toe nailed • pril 23, 2015 NOT • COLLAR TIES ARE -~ • IDED This is for the purpose of illustration and pricing only. 127# / toe nailed x (5) = 635 #/ stud 3/4" dig. bolts ® (2) p=r connect on ay 5, 2015 8'=132 pif x 1.33 = 116#/ stud = 15/32 plywood sheathing Sd nails g 6" o.c = 240# pif RIDGE STRAPS ARE NOT REO -- • 2. The connectors required or shown on these drawings for Hurricane Resistant Residential Construction shall cl'=145 pIf x 1.33 = 193#/ stud 240# pIf x 1.33 = 31a.2 #/ stud File to pIota to stud "G2 " meet or exceed the design requirement as shown on these drawings and shall be installed in accordance with theA the manufacturers requirements. The contractor may used any product which will provide these design specifications. _ 5 Tension Capacity of 5/8" anchor bolt = 5815 #'s each Tension Capacity of 3/4" bolt = 1050 #'s each Products as manufactured by "Simpson Strongtie" are shown for the purpose of illustration and compliance only. Shear Capacity of 5/5" anchor bolt = 3025 #'s each Shear Capacity of 3/4" bolt = 3630 #'s each (� I�J e G®n n e I®n 3. These construction documents have been prepared by or under the direction of the Architect whose seal and signature Scale: 1"=1'-0" have been affixed upon these documents. Any addition, deletion, or revision to these documents or the work performed Connect ion Details in accordance with these documents, is in violation of the New York State Licensing Law, and anyone who directs these additions, deletions or revisions will be held responsible. of 5 Scale: 1"=1'-0"