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HomeMy WebLinkAboutTR-8593 _✓• _-:; �\. ../ :F'`^•'... rf: - r^,°F":-:^.'^n- -='"''"�^ l <5't,'` rte',"-•- ,,-----,•:"....„:::'4. -. 'T f. '.. —,ra`' 4`t` ;�., ,.!`�- rt";i:i::a5 .-.. `;52 ig -./ - �t�r,.i;:;•., \ f '" .t.tt cf r'a,t,. F:`i>i ''r• .':. `rli;'�^ :rr,C'+' >=_ _f'. '��--.=-"�r� `t�, et:F�: _. ' f �:'"-.f `•� i6�'}( " s" rtik f:i.0 7u-.,.- '�.;4tS� A 1'%;i,' - .T'd..'"^�,`, • t4 s:sc:: `�'�lta..,if<' �u --•, i+ :Gi ''.•_ ^�. �,+�,+�ala ttu,a: ��. fµyr;a,,'� .n..._�:,.."L ��i 1i t - <'3�s ;: '�t ,zf.�,.. +.,� a-..'� ,;.,.;.,,..+.t`�,�� ',rri:,-;uv �.�,;< r`�' • ���; t '��-^^ .•,1..iw � ✓."' t.�~ �,.i s� y^'� :, tiJ - w-.� �../ti>xt 71 Ii ��_ 5:`•-.+„'•Cy':Tia .n -'A'�i.,,`,`v..`+ .�54 ,�;'Y'i 1. -'2--.,..4",%.,i,!.' rr.,.�.,i'y `'4':/. / U✓. ,°`}`.-:_ti, .ru a;/ q y"v .,e.1'?r .�•;., �`�.',;�;. : r. ,f //„4.: ^a :1,r:i c .,�41t.ti Y) •ra^ '*, T s r ..• c ;.,:` r ' -�' w-`' ,( :,-' ,,, :.• .�! ... 4 ,t}.. .:'.% 4';'=.aaa,ho;<.r :w � •3,�F, t -L'"�`� m !:�` `�,�,, ^° ���-:,4� �. {!_;' :,'..- ''' =`` l;:. .^`�-..r' ....!?';=>_:... ...,tc. d'..:.,.t,e°"�:- c''.'1`:::=:`:-5k,:%., .'qn ....,,:::t,t a` •.::n.,:,..+.. ; :1,a.:?.., �S:Ve4...�«J) .5. �•r, 6.\ G � - - ...,.. _.. .,... . a .,.. ,'e:.•rrsy..' .. .. fit f r , ,• --�,, : i s BOARD OF SOUTHOLD TOWN TRUSTEES 1 .. J ` N,;,, SOUTIIOLD, NEW YORK _ri,, `:1 ; il iftlinz' PERMIT NOA.41 . 8593 j DATE: APRIL 22, 2015 is ,;; '�'t ",.....A"yri: ISSUED TO: RICK NAPPI q�, `o C761� " CIDP O1 i bh -tre_ar�� l::f,��; ; it F I PROPERTY ADDRESS: 5218 GREAT PECONIC BAY BOULEVARD, LAUREL ') '' [�.d d 1 Y ;w.t r.v 11,,} SCTM# 128-2-22 '.=vaa ' ` ,�- t tl .7.\ � 11°.::: , AUTHORIZATION :14t-11'4'''Ill--.A-Vi''' J� fe 'f` Ftp Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in 1 L,A. �', accordance with the Resolution of the Board of Trustees adopted at the meetingheld on April 22,2015,and in t;°Z< <, ` it P P � ,�;. consideration of application fee in the sum of$250.00 paid by The Law Office of David Jude Jannuzzi and l• i P .y :,...\41 .0..7,„ te` s' subject toa the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees '+ti authorizes and permits the following: ' at ,,...t7 ,1' Wetland Permit to replace no more than 50% of first-floor exterior walls in r 4( order to construct a second-story addition with deck all within the existing footprint; �. ,;r,,,,• -__, ., ,, remove existing concrete stoop from southeast corner of dwelling; and add two (2) ha, 'r cellar windows airways to south side of dwelling; with the condition to install gutters to ,,�°►;,, • A M leaders to drywells; and to install silt fencing landward of the masonry shed from side "'j �._ gz mfr' yard to side yard; and as depicted on the site plan prepared by LPA Architects,LLP, , r- last dated May 6, 2015, and stamped approved on May 20,2015. � � %' ``� .4( +4 � �; IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, li ,• r, iG %•' 4 and these presents to be subscribed by a majority of the said Board as of this date. - '- � :� • 0 ��futri� it �,''�Og j�� Vis" �,, ..,. 1��;s' +��4;., GGA; - a b" :' (..C : $ �oivirty , ,� .11 a. ,s, :: I +.'fir t;..�c- Y A''''' ` 3 j —i`urr�, ` ``\`� v•a .t a:}-a,1`a "^iY:i.: ;:,;.e ^;>�.::'?r'".._tt .N,;,r:^r.:e�s.:� ^:.r �<srr*:•.stagy•:r:•;s;;—r.�;,,.;.. ��, r -v t..+S� \k,=:•H �^',i ..•r-.rw _v..- .J�'�:ifi,�'FE•nli V r3t u •, --t.,-,V, it -u. r`�:. �. .l 'ol.-,•y^77—?; :r,c._ i _.isa,. ,iI,:4 =-4,... fi:.3— .:�,:a-...e .-.. ..-.:'-- '.;'7 t Mt r -""� !` ti (t lrr.l.p `.`�..-a;, i�t�tt �,. 1ii at..*: !:r t b .� �.+....w ,� +. •S'..:',:':^°. .f.i. - 4l b ,) ., 4�,ef, .: �i. V�'•i �t�LA n;. •c �1 '� `•ls---' :..S.r3i .'' �s'.t,.� r�k `�*.. ..ad - :.b+✓'" is 7 John M. Bredemeyer III, President ,,,t'g0FO(,l- Town Hall,53095 Main Rd. Michael J.Domino,Vice-President t,+ %. ; P.O. Box 1179 o - James F.King ; y Southold,NY 11971 Charles J. Sanders _ l 's� Telephone(631)765-1892 • Dave Bergen ` °l' , a��' 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 1 Pre-construction, silt fence 1st day of construction 1/2 constructed V Project complete, compliance inspection 1 ',$' �,,` aaa+eil>'r# e _ +i< 'P'tklo •S r5 •}p ;-.. r, '�'g", ".E€# 3 €';a a. ...7(q.-1.1 . ...d,�, ?t"i+ e4 . a*tP i.,. a ', .�4((g4S j ,1II 4',1V } �u—,- 1 ai d .tir."„ ,?„''c.,.,.--::" ;k1U i `—", },^ bk AZ1,,,,p,... . _-_:,,,47:' -_:,,^4° a b ,...,,;,, ki ..iptl t. �� � +\\���.t .",„,:,.`„to �! , �.•I°f'i• ` / )/;g � It,��;V � J'% ,1":;' '�� '�."l- f4'.Ll,:i K �• ���I t; • �/ f� .,l Y sL'a. :::"'/�+++"' , e.Y ti ,: s r .r... ri�"i Tr �`'aa. J t, r°7,.. d32 5+74. L' gym;--,,,,:r---%.a,..csx -:.%;'' Sam,,,, .,;.,,,,,,:..,Ka- ,::"": ";,,,,,fia C:.g,,-?C';':1-„,t, x..als'.5,,,.,:.. 4„,z-,1,-1..�,7,12,-7404'„,, a.^ti'':z1.. e I ,:;;. ...4,1-;:n i--.J' -1 - ' ( , ,,, „,,,,,,,,-.:., 1, ,,,,,,,, t olSi ):i.' t BOARD OF SOUTHOLD TOWN TRUSTEES °� 4�SP '+'..41:11';,\,-w''. �' SOUTHOLD,NEW YORK 0. y #„ PERMIT NO.8__593 DATE: APRIL 22, 2015, `, : ISSUED TO: RICK NAPPI ;Y � �` . . ”"y 4 � PROPERTY ADDRESS: 5218 GREAT PECONIC BAY BOULEVARD, LAUREL ::,...7.1t.,7_,)'\, --,:.4,‘,, A::::::.:.,:„.,,,, ;r -sE# si SCTM# 128-2-22. -7 1 t it,e. 1` AUTIIORIZAfION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in r. i accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 22,2015,and m �,4,;,;" `" consideration of application fee in the sum of$250.00 paid by The Law Office of David Jude Jannuzzi and r-a-,� �' . subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees 1 `'�+ <• a�a �w s i �r tfi 94q 1 authorizes and permits the following: �. ;ur �' Wetland Permit to replace no more than 50% of first-floor exterior walls in 1§ ,� order to construct a second-story addition with deck all within the existing footprint, ,dl,a# r,4„.i ,;'...:4,,,,„:; remove existing concrete stoop from southeast corner of dwelling; and add two (2) '; cellar windows airways to south side of dwelling; with the condition to install gutters to ,�` t'-:":' leaders to drywells;_and to install silt fencinglandward of the masonryshed from side {��l,I ryw :....i. '‘.::.."41:,‘"47„:111 r yard to side yard; and as depicted on the site plan prepared by LPA Architects, LLP, „gS last dated May 6,2015, and stamped approved on May 20,2015. # r€+"� `' IN WITNESS WHEREOF,thesaidBoard of Trustees hereby causes its Corporate Seal to be affixed, ��; and these presents,to be subscribed by a majority of the said Board as of this date. P;.- `., y4Pi f ' #/ `J',/i// ,— `v Al��J r +iP U`.ti—. yyt 5 _ki'''' .k:: '; I:- sgFatit r Af+'e-- a ti �Q �I• - 'P�'i , i . d . ► O ;,....4121 44!LF,:it. 45:6:11". ..., slo4)4.."7..01 14 C44, ,,::::„..... 17 ' err I- :'...4:::' �f/ :.6-1.1.. t. �$�4�y c 1( �"1] lir 1 x `. .�C,^,'- '0 fid,—,,,, d'.u4-1 "SK"€,i5S'*Y't`fa''I' 'GGa,., `>-n. ,, wy,a'i•ay .�"£S:fi Ci.*. '+v. .fa' .'.""�.4.a..rSi iia, 'tti"#se"3x"'S`�Sa. mm., .€..,:— ,:fa r" .v€t `'•t:: Ya u" i4.,', tr, r 6p f�Fti •;,... # „.; - . efit� ,d y4 V"gp, 4 4 , ,g,• - ,. AA ,R,. ryi j r`... v fpg ,ra .'',...#,.aissw -:4” ..1. -,. , i »' `$as tI. ,,.r^;ra Pt".";4 '§„sN saa'& !F 'i4?J#t;{ppb°a. ',` TERMS AND CONDITIONS The Permittee, Rick Nappi, residing at 5218 Great Peconic Bay Blvd., 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 statedwithout 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. 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. 00.0.0,41t,„ of ill a S067 John M. Bredemeyer III,President O• ®l B 54375 Main Road ` Town Hall Annex Michael J.Domino,Vice-President , P.O. Box 1179 James F. King, Trustee N Southold, New York 11971-0959 Q G Dave Bergen, Trustee � Crw Telephone(631) 765-1892 Charles J. Sanders,Trustee `'�U(�,� ,���� Fax(631) 765-6641 ���.. itis° BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 22, 2015 Mr. David Jude Jannuzzi PO Box 1672 Mattituck, NY 11952 RE: RICK NAPPI 5218 GREAT PECONIC BAY BOULEVARD, LAUREL SCTM# 128-2-22 Dear Mr. Jannuzzi: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, April 22, 2015 regarding the above matter: WHEREAS, David Jude Jannuzzi on behalf,of RICK NAPPI 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 February 26, 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, in accordance with Chapter 268, said application was found to be Exempt from the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on April 22, 2015, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, - RESOLVED, that the Board of Trustees approve the application of RICK NAPPI to replace no more than 50% of first-floor exterior walls in order to construct a second- story addition with deck all within the existing footprint; remove existing concrete stoop from southeast corner of dwelling; and add two (2) cellar windows airways to south side of dwelling; with the condition to install gutters to leaders to drywells and to install silt fencing landward of the masonry shed from side yard to side yard; and as depicted on the site plan prepared by LPA Architects, LLP, last dated May 6, 2015, and stamped approved on May 20, 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: $0.00 Very truly yours, e John M. Bredemeyer III President, Board of Trustees JMB/amn „,,,,,,,, -” John M. Bredemeyer III, President ,,' OFFOOr Town Hall Annex Michael J. Domino,Vice-President �' 4�� COGy54375 Route 25,P.O.Box 1179 James F.'King va Southold,NY 11971 G Telephone(631)765-1892 Charles J. Sanders y �, p Dave Bergen " �! `�a�''� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: David Jude Jannuzzi for Rick Nappi Please be advised that your application dated 2/26/15 has been reviewed by this Board at the regular meeting of 4/22/15 and your application has been approved pending the completion of the following items checked off below. XX Revised Plans for proposed project— replacement of no more than 50% of 1st floor walls; gutters to leaders to drywells; silt fencing landward of masonry shed from side yard to side yard; location of septic system XX Pre-Construction Silt Fence Inspection Fee ($50.00) 1st Day of Construction ($50.00) '/ Constructed ($50.00) XX 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: TOTAL FEES DUE: $ 100.00 BY: John M. Bredemeyer III, President Board of Trustees • Rick Nappi 5218 Great Peconic Bay Blvd.,Laurel • , _, k '„ SCTM#128-2-22 4/15/15 i 7. `x, . - j: ate, F. - - l . ____ f / / i I o, _-__ 1 - --__._-_ A • .F3 _ .,"in ____ , ,7, - , ..,. .. . __ .. . . ..,„,,r .. v . .- . ... - us ,. 41 : JJ(//� //(/nom{(f��f (r�,.�J�j 'y/1I5'I` - ' �1f T g ..LSO V 4 : 11 0. John Bredemeyer, President ,,-�''guFnt." Town Hall Annex Michael J. Domino, Vice-President °�° ,�cGy 54375 Route 25 James F. King ;y T P.O. Box 1179 Charles J. Sanders 'u o`., f, Southold, NY 11971 Dave Bergen yO1 * •*a°.", Telephone (631) 765-1892 " Fax (631) 765-6641 Southold Town Board of Trustees Field Inspection/Work Session Report Date/Time: ga- / `' tom / _ David Jude Jannuzzi on behalf of RICK NAPPI requests a Wetland Permit to replace existing first-floor exterior walls as needed in order to construct a second-story addition with deck all within the existing footprint; remove existing concrete stoop from southeast corner of dwelling; and add two (2) cellar windows airways to south side of dwelling. Located: 5218 Great Peconic Bay Boulevard, Laurel. SCTM# 128-2-22 Type of area to be impacted: .7 Saltwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland Part of Town Code proposed wor .-faIfs under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion _ Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable 1 Storm Water Management Review: Yes No Not Applicable Info needed: Pill/60 i 5 , -/ --'i, ,�.i, e Modifications: /I.Zw-- crrAn 6' 'fit2-, d-Z red'0 --"----- i /'= 421/7.0 eit - Conditions: Present Were: ` i Bredemeyer VMy. Domino /J. King C. Sanders Bergen Bay Constable Other Form filled out in the field by , )6/ Mailed/Faxed to: Date: • - , • dot. .• : . iv . , ._ceit..,„ • • t.• . .... ...„ - ...AL. . •' ' • :- • , •?if 1 •141 -— -,:si,• -4 t` "4 . Iv . 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MR in moms lill In I a vr___Api Ilir::' ' .. . .._ II , . .,• • •_ ' - . ., (4)Rick Nappi Taken Dec.12,2014 Looking SW 1 e, • W •. es.4 , ,-t.. a. `} - t�. .lf Y�` 1'Ii1S,t�• ` +t •',}L a+ lyf yrs :# • , 1 ._._ -..._- mfr , • ~' S. _ ,..,,, got Y n' !R" r 1< qa„- d , A Y 3 ( w l` • ' mow_ t .. k ,ax (5)Rick Nappi Y �` .( e l• Taken Dec 12,2014 ' PYer Looking North ; ,. ( ,'1 ' *- te4.\' 0 . a, - a .. IU 4 -.y. .. n . • dj A. r - . - . ' ift'1' ,, may. 1� • r a`~(�! htr x 1 990- . 1x ( ;M (6)Rick Nappi Taken dec 12,2014 Looking West . . . .. .--- • , .v.r_. . . A•:,..• .,h • - ' n 1 ""s' ' itil‘• '. ! • 4 ' T....14 , .. • ° ? A , "I ' A. " -, , ' . ik 'atil.. II;.. •ns .•:.• V' 1. ' -..- ..• ,• '":•'' „y •,, v`• ..-...-Ar• --"ie;.. . ' '''',:fl' '%. Itiiii;. ' .; • - *Ai..4 '1•11041,-.717 1 ' :7 i,,t,, "......L.,^ ,.• r 4:' --;, ,11' ' ' '' .4 --:'-',,, —:' ,r •,;0:.'k.... '''..."1.111h '' ": . 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"... ! — t: - y •• . . ... . ,-.--, ,.• - ___. ,fers, ,• oa I' " '1:‘ .-- , / .;.. •,....1•••14 '.....t-''' ---' ---- r 1 _ ______---___ .__ _—=-----_-;-----;-----:.--- --___.--.:r- _ ..,....-; ' 1 _._.------::-.---. _,-_:-.1------- :.-::"."-= •— ' H . ...• 111111.--- , • • ......-- _--______ _ 1-.---____—_- ,--t._ .._. ..... .,_ • .....---, . ______--------- ------ -.,----, .t. , ------. -----.--. ‘..-- 1 ,___,---- — . . _ ---•••••••••••••...r- . , • - • •-.:, JINN."I 1- ,.,..„-.- , . . . • •, (7)Rick Nappi _ . Taken Dec.1 2,2014 -., . . . .. . . Looking NE - ,... s...••-.-.- c. -.-- • . ------ 5- • .,-.-^ . . .... 1 _ . ........,....._ • ;.:.,_ .• . - ',;!', .b,,Pgrlit,;.:4;!= . . . , ,::**,4 tit , 4...--- ....".....sp,.. . . , . ,..• - : .... '. , • ---—- ___, .- "‘.7,---t.,.9‘4.. . •....__...... _ . . , .- - - . -- - ...,•••., _ I I 1 1 • 41.- -,: ,--„.7--.- -_, -..0•,.., . ,4,„„,,„„toz"......._ _ . .,.-- -, , - -. - • . . ._ - °1"-2,111&N„ , -, l'IalIllinill""li0- -. . ., ...., -.- ..., , . . .. _ .-, --, ... - . .„,,. ". - •-;:z-- • - , . • ..,. . .- . — • .- . , . * — - • -, ..,, • . _ .. , • .. ,.. -.:- -._ • . .. • . . 41110—.... . ...„. , • . . . . (8)Rick Nappi Taken Dec.1 2,2014 Looking East •.*r.r_•47....-Z--.'' .- illiletql tit • fes_ A # -, Aira."Artt:.. ., •-•'.•t. ', .-- gilikdi$ :. N. .•, - . - 1 I, . IL. . .... • _ .__...__ .� 'i . --- — I _ — 111111111111111111111 r: __ - Yip„ w ;�? i+• „yY V cs s '�y+ tW r it p y «,,,. 1 \t< t4'• ' �,'�3�1`��' '' k ' ,' Taken Deca12'2O14 _gym` 4 -5 y. 'v'''yiryi.Md r r ta_u• . r.w y .. .d. R,io�.a#Cic,ol •e' Looking East F• ' k , \' • I i +j J t- I .�i `. ".i..- .—",14%,%.,%4604 .N. Yfi r r 4,, i .N�w� W. Rc,. 400-....! 1.4.. y. :f_7 _ . , --1. .. "e` r • 1 L . ., •i 1 a , Cti ` :'t. - r •^:44421°"'* , .. . e"tit*.V.54 -.Zilead's 'R_Q'.• .110,1: _ _ . ,!'1. _, Y � 4 A. V -r-_ , yzt. Ya'y 'a't - ......� - _ (10)Rick Nappi Taken Dec.12.2014 Looking South !I y 3 .,S;Xv Em. 3"a+ ." Nt €' , { T ,. Pecd q2 ,1:,*r ( + `. ' a a ` S rT ,, e 1 w - w GootgIeearth gEe earth feet 100A meters] 50 N,gyp/ XISi''''`-'VcY ma:ro / \ IP / o , +CP SEE SEC.NO. IP / \01-80.02 4E .SEC .7 FOR PCI.NO •tt V, / �J \ 9 • / e �v _ r�a�Nn 1 71v, N SEEd 0]l� i 3 0 E]Ekl, A. g 8' / � W, v/ OT /� i. Itt / slit,, 1 ___. ,, r ..47,, .,.. . 4 r FOR PCL NO SEE 8EC NO �` p, SEE NIERT'.' 4.// �\ 11 \\ \I Y� tr� / u \ �`\ / ' f o ,„ ip �v 9 // ('I Y, r�u / r a ir _ 0*# '18 / 1,..1111,,,„ _ , •i r \ IIIII O 9 r I/ r \ is 1 U - 11 ,411t St\ / i i 1111rdito f/ / / \` . \ It / I / _ \s .\ $'1 di iN2F31$ / f ifilt I ro \ Il i +" Vk9"S'1 ' .- ,. la =- --a— - NOTICE i� COUNTY OF SUFFOLK tomo. woman SCTx/x NO m E Property Tax Service AgenLyy r 7. - .. : Rea 111,9 . 128 05.003 \ aFtoe• of ;11R-22-2015 22:20 FROM:MA KIMACK 631-261-6807 70:16315896935 P.1 Michael A. y Kin-Back,k Esqo 321 Riverside Drive C�I 1/F Riverhead, N.Y 11901 APR o Tele: 631-727-2103 • 2 2 201 c ` 7 . . 80 . . .. 1..P4 E-mail:mkimack2vrizon.net "PC � rF' N S Ts TELECOPIER COVERLETTER DATE: .r Z-F TO: LjOAA 4.47.1reVir e73, LLi' 1 TELECOPIER NUMBER: A31- j--6,9- g 9f3 RE: £ 4pP/.P 'l2/ ,4--' /.< #0, APPi7at15770 J'/ E fiZAA/ Number of pages in transaction: (including cover sheet) Original will be forwarded as follows: a By Hand b By Federal Ex ress c By Overnight Mail d By Regular Mail (e) Not at all JG CONFIDENTIALITY NOTICE The documents accompanyingthis facsimile transmission sheet may contain confidential or privileged inrmation. The information is intended to be for the use of the individual or entity named on this transmission sheet. If you are not the • intended recipient, be aware that any disclosure, copying, distribution, or use of the contents of this transmitted information is prohibited. Ifyou received this transmission in error, please notify me by telephone immediately so that we can arrange for the retrieval of the original documents at no cost to you. Ger Av(J1 ,- , ,/'eQY.17G lii// 044 6Gv//YG SPECIAL INSTRUCTIONS: cc ','7 r;.z J ozei J'/GPA A' 77.217.7. L 4w,OGt4Y P Orcin rONRYThEEPPAIRA1/14l 7''4 agUkAlifia 0f'aw J ltc fY1,Y, 1400cooil/AE17-6ti45.s 0 an-Ct' 27641 / T J7oW19 Gl'1$ /2 fl14lOJcc AN0 JQicv '4Z WoCV , ¢ °Y1 -rle Alio Leo C1i-v4/l/S1 .1/Di;plcY w1ci/c//42 TO 045 20 ' iLo ell ,01/MailirJC i('/)✓GS`Oh° ceT POO L)ie/4/D/ co9W au mJ rh1i�iT"Elie 't/ 4,0p,J6 aw /SAY. ,e8-Gro GUFF J',p?7 C 2l2 'S �011127t y /J4/D C' �I 1 D/r ,elid U� NOY' f'e(//= 17 ' 44j -- /4L fin)..E/VP aJNek eXP611. �»I/ ,P,D. j j,n 4 Y/ 11----'0' 7 / LTAWvO icl D 3✓ c o;>,Er P o.Box /� 72,,f2 7Oc14N-y, //9.52. p��� cv raUJr ,SS' IN attP t 770 6�T PES/r, _ • fill�Q SOUryO MAILING ADDRESS: OFFICE LOCATION: O Town Hall Annex e ' ; P.O. Box 1179 54375 State Route 25 * * Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) �� G Q Tele hone: 631 765-1938 Southold, NY 11971 L �O C P couNT`I, ,,o' .. .44 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees - '<i . APR ;1 3 2015 ice_:, From: Mark Terry, Principal Planner k 1 LWRP Coordinator f T ost^ 5 Date: April 13, 2015 Re: Local Waterfront Coastal Consistency Review for RICK NAPPI. SCTM# 1000-128-2-22 David Jude Jannuzzi on behalf of RICK NAPPI requests a Wetland Permit to replace existing first- floor exterior walls as needed in order to construct a second-story addition with deck all within the existing footprint; remove existing concrete stoop from southeast corner of dwelling; and add two (2) cellar windows airways to south side of dwelling. Located: 5218 Great Peconic Bay Boulevard, Laurel. SCTM# 128-2-22 The proposed action has been reviewed to Chapter 268,Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is EXEMPT from LWRP review pursuant to: § 268-3. Definitions. MINOR ACTIONS items "II" which states: • B. Replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site (inpiace), including upgrading buildings to meet building or fire codes, except for structures in areas designated by the Coastal Erosion Hazard Area (CEHA) law where structures may not be replaced, rehabilitated or reconstructed without a permit and shoreline erosion control structures (including, but not limited to, groins, jetties, bulkheads, filled piers) located within Great Peconic Bay, Cutchogue Harbor, Little Peconic Bay, Hog Neck Bay, Noyack Bay, Southold Bay, Shelter Island Sound, Pipes Cove, Orient Harbor, Gardiners Bay, Long Island Sound, Fishers Island Sound and Block Island Sound (excluding all creeks); . 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 Peter Young,Chairman ti • Town Hall,53095 Main Rd. Lauren Standish,Secretary . P.O.Box 1179 +1� Southold,NY 11971 ' 44o ��t't Telephone(631)765-1889 �'� Fax(631)765-1823 • Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., April 15, 2015 the following recommendation was made: Moved by John Stein, seconded by Doug Hardy, it was RESOLVED to SUPPORT the application of RICK NAPPI to remove roof, existing siding, doors and exterior wall, demolish first floor interior, remodel first floor, add second floor addition with deck and new exterior windows, doors and.siding. Remove existing concrete stoop from southeast corner of house, and add two (2) cellar window airways to south side of house. Located: 5218 Peconic Bay Blvd., Laurel. SCTM#128-2-22 Inspected by: Doug Hardy, John Stein Vote of Council: Ayes: All Motion Carried APR 1 7 2015 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson � iO��F SU(�j'70 - 53095 Main Road•P.O.Box 1179 .is h O : Southold,NY 11971-0959 Eric Dantes *.� • t , Office Location: Gerard P.Goehringer• ; G ,` Town Annex/First Floor,Capital One Bank George Horning _ 4���� 54375 Main Road(at Youngs Avenue) Kenneth Schneider =f'COUNit*CV Southold,NY 11971 http://southoldtown.northfork.net RECEIVED _ I; i_..��j._ .....,ZONING BOARD OF APPEALS ejAd izted) ��'�� a' t�� ; 1i TOWN OF SOUTHOLD FEB 2 6 2015 11' i' fi n ':. '-Tel.(631)765-1809•Fax(631)765-9064 l.L y 1� FEB 2 6 2015 : so old Town Clerk —FINDINGS,DELIBERATIONS AND DETERMINATION °s� 'of TMst;:t _ ,.. MEETING OF FEBRUARY 19,2015 ZBA FILE: 6828 NAME OF APPLICANT:Rick Nappi SCTM#1000-128-2-22 PROPERTY LOCATION: 5218 Peconic Bay Boulevard(adj.to Great Peconic Bay)Laurel,NY. • 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 December 29, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program\(LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 28, 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 a non-conforming 10,890 sq. ft. lot in the R40 Zone District. It is improved with single family dwelling, accessory shed and is bulk-headed. It is accessed from a 15 foot right of way off the south side of Great Peconic Bay Boulevard, it has 88.79 feet on the north property line, 147.93 feet on the east property line, 103.79 feet on Great Peconic Bay and 178.31 feet on the west property line as shown on the survey dated June 19,20.14 prepared by Wallace T.Bryan LLS. • BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and Article XXII Section 280-116B and the Building Inspector's December 3,2014 Notice of Disapproval based on an application for building permit for additions and alterations to existing single family dwelling, at; 1)less than the code required front yard setback of 35 feet, 2)less than the code required minimum single side yard setback of 10 feet, 3) less than the code required bulkhead setback of 75 feet. RELIEF REQUESTED: The applicant proposes to construct additions and alterations to a,pre-existing dwelling requiring variances for; 1.) a front yard setback of 33.5 feet where the code requires a minimum of 35 feet, 2.) a single side yard setback of 8.5 feet where the code requires a minimum of 10 feet and, 3.) a 55 foot bulkhead setback where the code requires a minimum of 75 feet. ADDITIONAL INFORMATION: The Board reviewed evidence that the existing dwelling and boat house are pre- existing. Page 2 of 3—February 19,2015 ZBA#6828—Nappi SCTM#1000-128-2-22 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 5, 2015, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law$267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Nonconforming bulkhead, front yard and side yard setbacks of one and two story dwellings are characteristic of this neighborhood. The dwelling has existed in its location since prior to zoning and the footprint will not change. 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. The dwelling pre-exists in its present non-conforming location and any proposed additions and alterations will require variance relief. 3. Town Law §267-b(3)(b)(3). The variance granted herein for a 33.5 foot front yard setback is not mathematically substantial,representing 4%relief from the code.The variance granted herein for a single side yard setback of 8.5 feet is mathematically substantial,representing 15%relief from the code. However,the pre-existing is notparallel to the side property line which creates a nonconforming single side yard setback to dwelling subjectP p only a corner of the dwelling and this side yard setback increases along the side property line to a conforming setback. The variance granted herein for a bulkhead setback of 55+/- feet is mathematically substantial, representing 27% relief from the code. However, there are other dwellings in this neighborhood that have similar and lesser setbacks to the bulkhead. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 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 additions and alterations to a pre-existing single family dwelling, 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 Schneider, seconded by Member Dantes, and duly carried,to GRANT,the variances as applied for, and as shown on the Survey of Property prepared by Wallace T.Bryan,L.S., dated June 19, 2014 and the architectural drawings prepared by LPA Architects,LLP, dated Nov. 10,2014. 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 Page 3 of 3—February 19,2015 ZBA#6828—Nappi SCTM#1000-128-2-22 • feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson), Schneider, Dantes. (Absent was:Members Horning and Goehringer) This Resolution was duly adopted(3-0). Les ie Kanes Weisman, Chairperson Approved for filing . /7 f /2015 • L John M.Bredemeyer III,President Town Hall Annex Michael J.Domino,Vice-President ?1 54375 Main Road James F.King, (jet • P.O.Box 1179 g Southold,New York 11971-0959 Dave Bergen,Trustee Telephone(631)765-1892 Charles J.Sanders,Trustee � 6 y1 iii Fax(631) 765-6641 ‘1110011-BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only /Coastal Erosion Permit Application V Wetland Permit Application Administrative Permit Amendment/Transfer/Extension Received Application _- V�eceived Fee:S ' [ 1; . t t' Completed Application _ Incomplete ;i _SEQRA Classification: i Type[ Type II Unlisted FEB 2 6 2015 Coordination:(date sent) • WRP Consistency Assessment Form _ CAC Referral Sent: VDate of Inspection: _Receipt of CAC Report: Lead Agency Determination: echnical Review: V Public Hearing Held: Resolution: Name of Applicant Xf C// 4/q,/vJ Mailing Address C�' /1J1 f A/ p wee Phone Number:( ) „57t 98- g741 Suffolk CountyTax MapNumber: 1000- /26P- Z- z Z Property Location: 57/8 ib Cp/V/C ,9i' 3(Vl2` (provide LILCO Pole#, distance to cross streets, and location) AGENT: 12/!yip prAPE �rAmeiGUzZL. (If applicable) Address: 7,23.5-.:.._/1h1/41 ,ea .fox � � r�`�, VC/� .vy. `/ -- __ Phone: 63/ ZC7( At6 3 ward of Trustees Applicatic.. GENERAL DATA Land Area(in square feet): Area Zoning: ._.___.._.__._...._ _.._.___%! 40 Previous use of property: . 37/22 :Z ., Intended use of property: RE.f/P /!/p., L Covenants and Restrictions on property? X Yes No BUU/dO.S�iC�/ If"Yes",please provide a copy. /5.' 14/20E /2 ow AZ 04/6 41 Mtt/ Will this project require a Building Permit as per Town Code? X Yes No If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? ( Yes 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 70' // /961 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? )( No Yes If yes,provide explanation: Project Description(use attachments if necessary): ,f/p407./ ).1—ecC. GURUS�g AlOgR i aelftot/51//" . � �'�,�/0.�'� �P�rlovPr,-AL, f/../9os'p.,T), 0,0 ,rc . Fpl. zzn vl?%. jov,ze //4.- rr.r,x) APP /Yew 'Or te:e/0t? W/h/®D-pus; D cP,ar pip/Nev, & ,E)(1,77A/ .C .N� F I ' -- ate r,� .c_0,e.92 or-hie Uf. , D ova 4) C�LC�1/2 GU/h!/'QG0 �1'e�lJ S ro Pe(47251C/P, 110125-4 of Trustees Application' WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: ye. ,, ,j1M� ZoOL,AX/:r/P14I6,'POOI2S; W/MYGWS / 7,c1, xr. 40/WS AS. /114', ��i7acl1N`rrpL.//Yp, /2/aa(? leEro010SL l e'S7TG 04/2 Aap_41 Z wap/ a'2 1,p211-Qn1ivf- zwei1, /70/21,AV is refs ,f/0.4 iV1Z.G" 4JV22 5xenRlp X/r77N(7 pWtZ4' /G . 49/2 •05/47-0)49;64/7-0,4"/Y GO d fYEG Area of wetlands on lot: -- © - square feet Percent coverage of lot: —© -- Closest distance between nearest existing structure and upland edge of wetlands: 402 feet Closest distance between nearest proposed structure and upland edge of wetlands: N/y feet Does the project involve excavation or filling? X _No Yes If yes, how much material will be excavated? N4 cubic yards How much material will be filled? wi/0 cubic yards Depth of which material will be removed or deposited: j1/4) feet Proposed slope throughout the area of operations: G�iV�/ / / FLe27- Manner in which material will be removed or deposited: /V/i9 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): NOA 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part l -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part I. 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 Name of Action or Project; 4 : : '. `W,step o ma' a , JD/ 2arm l / V � . DY'►e /'1; , 'roject Location(describe,and attach a location rnap): 5-218 ,gcCN/c Brief Description of Proposed Action: ot-Ne ? therixoNG /O O o/25 1o1/A/JJOO,J, iaYegj / .37-- . 1()': alAWS,QY 4� 2 2, O lot/S/-i/fin./Nrre'a.e. �f`i'r'eaO7C / / No PIP-x4; AAP 2vdLl eon,4W.40/liew`786. 2 6-fa icI9 wit/,,,® -C/ t! //6,$ s9 fid'). 40.E a �xf al/iv®a LW;AD66Rss 41140 .l'/P/A/G ieF our &Air e oAlc:PelZ froop,'0111 5-E C eaViV iZ //'ai-5-h.4Z/ TWO M Cea/A/Poet 5 Al/,e 'A'yY ropIJPl'_'/Pic Q�/s/a0S Name of Applicant or Sponsor 'Telephone: 98 , 1r rYv?.z1_G!/4mvGrc ..-. rt'v . cD� Address: City/PO: State: Zip Code: /I/A 7777—Vele - Ny /L9. 2 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 a narrative description of the intent of the proposed action and the environmental resources that T may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: .roves I ®d—"47/0MgAG5 3.a.Total acreage of the site of the proposed action? 0 3o acres b.Total acreage to be physically disturbed? D- acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? _Q,. ,c',acres 4. Check all land uses that occur on,adjoining and near the proposed action. Urban D Rural(non-agriculture) ❑Industrial ❑Commercial 'Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic DOther(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? ... ,i 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES if Yes,identify:_V- 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES f X �__l b.Are public transportation service(s)available at or near the site of the proposed action? iri c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? K1 9.Does the proposed action meet or exceed the state energy code requirements? NOYES If the proposed action will exceed requirements,describe design features and technologies: ..___72I4.2.44/...6.10- 6111LA�v.,t?4/,CGU._...0 0/W..X11..CTd_.04.i...eV/Z1__.... iee.A. X ........._..-------..._._.-........ G.Y....._.C_! .W...______ _....................._.............................................._........... 10. Will the proposed action connect to an•existing public/private water supply? NO YES If No,describe method for providing potable water: .-. gi 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment:E I jV M ,, ,.,?..-E:._.._______ X 12 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? �I. ._��. If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Ide tify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: Shoreline ❑Forest 0 Agricultural/grasslands ❑Early mid successional Wetland ❑Urban Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? `' n 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a. Will storm water discharges flow to adjacent properties? ['NO OYES P/ b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ONO [ YES R .0 AI-& G4,_/_LG_,R Ate_CT --.TD/-0,,eYGllr�.LL __ :l -J Yr/Zit,-- Wirli- a" , .s'--A4V. 10 5.... _..._... _ ._. .__. . Page 2 of 4 • • 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 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? IfYes,describe: _.....__......___.._...:.......... .................._.........__.............._...._....._ { 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor na s% lb 1)2; 5141tY1P4 Date, (Z/r/ f Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the,following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" .__ _._.__....._.._..._.__........._._._..^._.. No,or Moderate small to large impact impact may may occur occur I. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? r 4. Will the proposed action have an impact on the environmental characteristics that caused the j establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy o'.ortunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities?• 1' 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 r 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 Th 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. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, J that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmentLi al im�placts..I Town of Southold-Board of Trustees Name of Lead Aigency Date J t7 11}1 I �� 4j �-Y President Print or T .e Name of'-s;onsible Officer in Lead Agency Title of Responsible Officer • i I tune o e pi srble Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 y Town of Southold i. - V.' • ' Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM C0a to v r PROPERTY LOCATION: S.C.T.M.IV: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A ' yOd _`,.. OD 8 Z STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN "•ar ae'', �Drtrlct Section Block '1ot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION rI'EM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? /34 5- (Include Total Area of all Parcels located within - 1 Will this Project Retain All Storm-Water Run-Off the Scope of Work for Proposed Construction) 034P Generated by a Two(2")Inch Rainfall on Site? (S.F./Acres) (This Item will include all run-off created by site 1/ ri b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all /� and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of construction activity? _ Q.-- impervious surfaces.) (s,F,/Acres) 2 Does the Site Plan and/or Survey Show All Proposed PROVIDE BRIEF PROJECT DESCRIPTION (Provide Additional Panes as Needed) Drainage Structures Indicating Size&Location?This Ry„,,,-n'DOx ,,,,„ 4'&7,d C!,, s. Item shall include all Proposed Grade Changes and — 2 r Gtt,/4Y 0 e ' �,/ ..47,11 011,1,/I,' X7" Slopes Controlling Surface Water Flow. witiLeSl12/VEa O11? /"> / AFL• 3 Does the Site Plan and/or Survey describe the erosion practices sediment control that will be used to i'W lat,REiYO1 L /f/ t .(//$o control site erosion and storm water discharges. This item must be maintained throughout the Entire n Construction Period. n I F t'G'Z6"Jt #z.) -/�/Y/f� 'C 4 Will this Project Require any Land Filling,Grading or I'l/a ril X/0 "OW /VFW r Excavation where there Is a change to the Natural ` Existing Grade Involving more than 200 Cubic Yards YL LU/,viJowS, A'aes 44,2)s/,O/,✓G of Material within any Parcel? -NOV �r T „ -�, •_ 5 Will this Application Require Land Disturbing Activities X CQ iede OA i4O"�� •ADP C, (I Encompassing S.F ua a Area in Excess od Sureface? Thousand /� �l�/ (5,000 S.F. Square Feet of Ground Surtace? C L(f),Z.nanit'd 4�4/Z� 3 ' 6 Is there a Natural Water Course Running through the J'OU7Yf`D# Cc 1vaa Site? Is this Project within the Trustees jurisdiction x General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or — —' Submission of a SWPPP is required for ell Construction activities Involving soil Beach? disturbances of one(1)or mare acres; Including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to including Construction activities Involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit Is required for storm water discharges. (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off 1.The SWPPP shall be prepared prier to the submittal of the NOT.The NOI shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. ' 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any X constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit.In addition,the SWPPP shall Area?(This Ilam will NOT include the Installation of Driveway Aprons.) Identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark , In a Box and the construction silo disturbance is between 5,000 S.F.&1 Acro In area, 3.All SWPPPs that require the post-construction storm water management practice component shall be prepared by a qualified Design Professional Licensed In New York a Storm-Water,Grading,Drainage&Erosion Control Plan Is Required by the Town of that Is knowledgeable in the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. (NOTE: A Check Mark(4)and/or Answer for each Question Is Required fora Complete Application) • STATE OF NEW COUNTY 5C-2 rPC)IL .... �n'�\ SS That I, l/h'Sv,u JAI JA kwu� 1 • dui sworn,deposes and says that he/she is theapplicant far Permit, (Name of Individual signing Document) being (�y p y / And that he/she is the A(-'Uvrr (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; AIM day f,.,. �'e ,2o/ Notary Public: Aft, ................... ...... (Signature of Applicant) FORM - 06110 • 7- if r APR 20 2015 - 1 • PROOF OF MAILING OF NOTICE , ATTACH CERTIFIED MAIL RECEIPTS! • Name: • Address: /267- 2-z/ (6NAlz,0 gf C /eveyiv Caciivs' N4/2 UJC ,O Cr- 41Y / rVillOJOC•V (CO' A /26P-2_ /7 4941,2ritAti I A/y /Sr‘-‘0 • 104/tv=v3r" 4A-4—1 co ivtoP GieR/4-A/ 1 . c e"47Y/ILY . z/00/26c., 9P4r, STATE OF NEW YORK COUNTY OF SUFFOLK frfromegez A. /ism , residing at fzi veityype. kezy v/916.1A-40-A/Y y -,being thily sWorif,-deposes andsays that on the 9 40 day of dtpoje/e._ ,2011—, 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 as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Pe//We 40 ,that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Sworn to before me this ao+In Day of Apr , 20 15 • TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01DW6306900 QUALIFIED IN SUFFOLK COUNTY (JNotary Public COMMISSION EXPIRES JUNE 30,20/6 • John Bredemeyer, President '''sufFot Town Hall Annex Michael J. Domino, Vice-President r' t�° XcOa , 54375 Route 25 James F. King P.O. Box 1179 Dave Bergen .,/ Southold, NY 11971 Charles J. Sanders :yQi , -t•a°\.,'' Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES • TOWN OF SOUTHOLD �� ti e 3f if i BOARD OF TRUSTEES: TOWN OF SOUTHOLD ` APR 20 2015 1` In the Matter of the Application of • r + RICK NAPPI COUNTY OF SUFFOLK) STATE OF NEW YORK) _ . . AFFIDAVIT OF POSTING TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR EIGHT DAYS ' I, /eh/41.E 4 /e.// g&Z,residing at/dba 12/ e/Ued2./7p I,.(? /19.0/ being duly sworn, depose and say: That on the 9 day of 4- jam/L 2015I.personally posted the property known as by placing the Board 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,April 22,2015. . Dated: (signature) Sworn to before me this - 9,011n day of April 2015 • TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 -feAT QUALIFIED IN SUFFOLK COUNTY Notary blic COMMISSION EXPIRES JUNE 30,20L ' NUTILL Ut- HtAKING 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: RICK NAPPI SUBJECT OF PUBLIC HEARING : To replace existing first-floor exterior walls as needed in order to construct a second-story addition with deck all within the existing footprint; remove existing concrete stoop from southeast corner of dwelling; and add two (2) cellar windows airways to south side of dwelling. TIME & DATE OF PUBLIC HEARING : Wednesday, April 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 Lwci. d of Trustees Application County of Suffolk State of New York l_C'A A/A27/'/ 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 TOWN 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(S),TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. ___"(A/L- .1. Signature of Pro 2/,,I y Owner SWORN TO BEFORE ME THIS DAY OF b-C-C ,20_11-f DAVID J.JANNUZZI Notary Public, State of New York No. 02JA6052585 Qualified in Suffolk County 1 l Commission Expires otary Publ c ^MY 13 S�R�d of Trustees Application AUTHORIZATION (where the applicant is not the owner) I, ,'/aZ //A",/ residing at (print owner of property) (mailing address) do hereby authorize ///CI4 4 a/C//M CJG (Agent)" AND PAW!? rANAllazz/ to apply for permit(s) from the Southold Board of Town Trustees on my behalf. (Owner's signature) • APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town Soitthold's Code of Ethics prohibits con filets of interest on the part oftown if icers and employees,The purpose of • this form is to provide information which can alert the town of possible con icts of interest and allow it to take Whatever action is necessary to avoid same. �{ -yr YOUR NAME: J(� UZ ' I /'�v (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance / Building I1 —L,, Variance �/ Trustee �. Change of Zone Coastal Erosion Approval of plat Mooring . Exemption from plat or official map Planning Other . (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship.with any officer or employee ' t means a business of the Town af.Southold`? "fteltitionsltsp"includes try,blood,Marriage,o� business interest. Business m e rest , including a;partner-ship,in which the town officer or employee hai;.even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5% f the shares, YES _._...._,�_,.....,. NO i If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): ' A)the owner of greater than 5%ofthe share's of the corporate stock of the applicant (when the applicant is a corporation); 13)the legal or-beneficial owner of any inierest in a non-corporate entity(when the • applicant is not a.corporation); C)an.ofcer,director,partner,or employee of the applicant or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted t 's •'6 day of _ S ignatur Print Name -0AV U cl11ti a NW ?,\ r Form TS 1 r j • APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM i The Town of Southold's Code of Ethics prohibits conflicts ofinterest on thenart 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 • i necessary to avoid same. 1 YOUR NAME: /t?/C,4/A,4L ;1 /c/it/i;lel . (Last name,first name,middle initial,unless you are applying'in the name of j someone else or other entity,such as a company.If so,indicate,the.other person's or company's name.) 1 i NAME OF APPLICATION: •(Check all that apply.) . Tax grievance Building . Variance bC Trustee 7( Change of Zone Coastal Erosion 1'• •.- Approval of plat Mooring 11I• Exemption from plat or official map Planning Other !'• (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee "Relationship" blood,marriage,or business interest."Business interest'means a business, of the Town of Southold. Relationship includes by iri g , :).. • including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation 11 in which the town officer or employee owns more than 5%of the shares. . j YES NO . If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person • '` !i Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check t 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): 1 11 1 is A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); - B)the legal or beneficial owner of any interest in a non-corporate entity(when the • • applicant is not a corporation); i E C)an officer,director,partner,or employee of the applicant;or • . f D)the actual applicant. !I DESCRIPTION OF RELATIONSHIP i Submitted this Ar day of Zt)ld� • Signature 7�, Z /a#174/) • - Print Name /icuilIFZ /4W4-ae • Form TS 1 .1• •I • I , 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:u on the coastal area: which includes.all of Southold Town . 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus,each answer must.be explained in detail,1astinag both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: onli eat the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees, the PlanriingD.epar' , l local libraries and the Town Clerk's office. t� ' ' == -''-•_ B. DESCRIPTION OF SITE AND PROPOSED ACTION FEB262015 SCTM# IZ e Z 2 z '____ ' . • PROJECT NAME.,G 00,7 ��f/ �Ji1� � pc1xezz&t 1/. ,��� 17 )p./ J d/1J.J The Application has been submitted to (check appropriate response): Town Board f Planning Board Building Dept. a Board of Trustees N 1. Category of Town of Southold agency action(check appropriate'response): • (a) Action undertaken directly by Town agency(e.g.capital construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g. grant, loan,subsidy) (c) Permit, approval,license,certification: rir yaye- deo ot; Location of action: 52)8 /9,9:c o, 'i c ,g-ox BB v22, L/9 C/' Site acreage:. /3 457 rq. cr /6, gneA) Present land use: ,PArJDEAWA Present zoning classification: R-46 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: le/Cie.A6tbdol'/ (b) Mailing address: /g>�,//J 7-ON jP/4 C (c) Telephone number: Area Code( ) 376_' 9. 7 44 (d) Application number,if any: Will the action be directly undertaken,require finding,or approval by a state or federal agency? Yes [1 No[2 If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III-Policies; Page 2 for evaluation criteria. E Yes No Not Applicable ;ttI)OVA-, V ' 4e)(11)-:" AigA6n .d/�,o/779 N ep0A/ CO/Y/'1Uv/J7 erA-,P/ cp,C// c /4/�. 13 '11cr"ve Co41'1-6 eDcap-/enc, ele AlPi/ M A / _ Al .4 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 1 Yes n No g Not Applicable • 7NE1 4_11S. 11/0 ///)7aet-1 e G/2 X12 014,99.6 e C &/C42. ,QAJ'D ly/?£1' Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes / No Not Applicable AA' p to/Lt 4}/VP L/j'"y o/2 Aft' /A 1'4 v- cw 7,,4z V1/'/JAe, Q U4G17 C» /0144349 44'2' P , JJ�/C','2F .r'E' 3' 64,4T ol-' lam' ,`'py2Ue .rc Eo i4 ��5 FGl/Gsit.9l.� /!y�/�ef"' 04/ Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes No 0-Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria H Yes [1 No EZNot Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. >4 Yes el No Not Applicable Gt> / .! r i C A i_1 ' ri Gh .r.r , Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation. criteria. Yes No rAg Not Applicable i .moi • & a r AV i "d• 1/5'AeNDS" 4P, c /413y (&J2g4?-12- 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. Yeg No Not Applicable .0 e i i t L/ RA'Of'/.'7Y i' ''/kJPZ /}ii 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. —71 Yes No 1>4 Not Applicable Attach additional sheets if necessary • Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. Yes No Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. Yes No O Not Applicable rTirtL , NC AG/L ctLy7J/242- /, Nps V aG vz �L Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. Yes l l No Is Not Applicable PREPARED BY i Q ��� TITLE A GFNY— DATE ell/is' • • . . . , , GeneralP E C O Sheet Notes: z Residential Code of New York State 2010 specificationsNI c B CONCRETE • WORK (8402-8407) `� Y • B.j, �J Climatic & Geographic Design Criteria table R301 .2 (1) I. ALL CONCRETE WORK SHALL COMPLY WITH THE SPECIFICATIONS AND THE FOLLOWING STANDARDS -y ; • r Seismic Subject to damage from: Winter Air EXCEPT WHERE MORE STRINGENT REQUIREMENTS SHOWN OR SPECIFIED SHALL GOVERN: Site Data. CC Ground WindgIce shield Flood ry I I- snow design design req'd hazard Freezing AGI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" Speed(mph) weathering frost termite decay temp. Index cP z load ( p ) • Cat. LATEST REVISION. • 36 M-H II YES 1154-1 115 ACI 302 "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" • MAY 20 2315 TOWN OF 50UTHOLD 'HD' RESIDENCE 0 45 130 G SEVEREN ' SCTM * 10050-128-02-22 • LATEST REVISION. PRINCIPLE LDG U SINGLE FAMILY RESIDENTIAL AGI 311 "RECOMMENDED PRACTICE FOR CONCRETE INSPECTION" Use & occupancy classification: CONSTRUCTION CLASSIFICATION TYPE V-B LATEST REVISION. O 4130: e • g8,7q' I 35' FRONT ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" --� 35' REAR Typical code requirements: LATEST REVISION. • -ALL INTERIOR AND EXTERIOR WALL COVERINGS ARE TO BE INSTALLED IN ACCORDANCE WITH SECTIONS ACI 541 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK" / 15' SIDE (MIN) V) LATEST REVISION. m - - 30' SIDE (TOTAL) 8"10251, 8702.5 AND TABLE 102.5.5 AND 703.4 (SEE i2G-U CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD a�OXb'ED m \ 55' HEIGHT • -ALL INSULATION TO BE INSTALLED A5 PER AND MEET THE REQUIREMENTS OF SECTION 8320 PRACTICE" LATEST REVISION. LEA HIND POOL o �� -`� / APPROXIMATE LOCATION -ALL INTERIOR FINISHES SHALL BE FIRE RATED AS PER SECTION 8320 ACI 305, 306 "MIXING AND PLACING OF CONCRETE DURING HOT AND s OF EXISTING G SYSTEM SITE AREA 13,486 SF W -ALIGN ALL RAFTERS OVER STUDS COLD WEATHER" LATEST REVISION. �00t. ;���� _��_`��� 0�z, • CI_ -ALL WALL FRAMING TO COMPLY WITH R602.I0 THROUGH R602.10.10 2. BASEMENT, FOUNDATION, EXTERIOR WALLS 4 OTHER VERTICAL CONCRETE SHALL HAVE A COMPRESSIVE / i // , • • EXISTING LOT COVERAGE: q.gSG -ALL NEW WINDOWS t DOORS TO HAVE A MIN. DP RATING OF 30 AS PER SEC. 8501.1.2.1 4 TABLE R30I.2 STRENGTH OF 3000 PSI m 28 DAYS. PORCHES, CARPORTS t GARAGE CONCRETE SLABS SHALL HAVE .I oy °• HOUSE 1,140 5F A COMPRESSIVE STRENGTH OF 3500 PSI . 28 DAYS, CONCRETE SHALL BE AIR ENTRAINED. t _ 40`ao TYPICAL. SILT F=ENCE/STRAW E3ALE DETAILS SHED I°15 SF -PROVIDE FOR BLOCKING AS PER SECTION R602.5 TOTAL AIR CONTENT (96 BY VOL. OF CONC.) SHALL NOT BE LESS THAN 5% OR MORE THAN 7 96. PROVIDE 4" PVC $DR'S"3 PIPING TO - -ALL EXTERIOR WALLS TO BE SHEAR WALLS IN ACCORDANCE WITH WFGM 3.4.4.2 AND TABLE 5.11 A45 MATERIALS USED TO PROVIDE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE • PROM FROM DOWNSPOUTS TO POOLS + 1 / 4j // TOTAL 1,335'SF El -ALL NEW PLUMBING FIXTURES TO BE IN ACCORDANCE W/ SECTION 8501 4 FIGURE R30"1.2 APPLICABLE STANDARDS LISTED IN ACI 518 OR ASTM C 1151. (8402.2) . WOVEN)VIRE FENCE(M'N.14.5 ' N. �/ ^ GAUGE-MA%. .'ME511 3. ALL WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM AI85, LATEST REVISION. ID MAxIMUM sPAaNc GAAL7Nc) Z Deflection table R3 01 • / • PROP ND FLOOR yl'-----i �� - ST'MN.FENCE POSTS DRIVEN ELT FENCE TO.F Loads table R3 01 . 4. ALL FOOTINGS AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING ADDITIONR - MIN. INTO GROUND POSTS: INSTALLED ALONG uulT . • • CAPACITY OF 2000 POUNDS PER SQUARE FOOT IN ANY WAY TO ANY PROPOSED STRUCTURE. IF `D� ' �- STEEL EITHER'T'OR'U'TrrE OF CLEARING(TVP) Q /41)7 , ■II■■■JJ.■ d OR Y HARDN'000DEAD LOAD LIVE LOAD STRUCTURAL MEMBER ' ALLOWABLE DETERMINED BY THE ARCHITECT, THE ACTUAL SOIL BEARING SETTLEMENT CHARACTERISTICS SHALL BE ■II■■___■■■■■■II■ 3� MIN.FENCE ll I USE • SILT FENCE ►os,sm DEFLECTION ASSESSED BY A QUALIFIED SOILS TEST LABORATORY AND GEOTECHNICAL ENGINEER. THE OWNER SHALL / i e�- ■11■■■=■��■■■■11■ S •BEAR THE EXPENSE OF TESTING. PROP 2ND FLOOR , / , ■11■■■�■� ■■■■11■ CLEARED AREA 20'4.0N.■■■■■11■ FL_ �;a;o"'ED Site Drainage: 12 PSF 45 PSF RAFTERS HAVING SLOPES GREATER L/180 ROOF DECK 4# ' • � 1 _ ROOFS THAN 3/12 W/ NO FINISHED CEILING _ 1• COMPACTED SOLATTACHED TO RAFTERSMASONRY WORK ( 404) II° EM.E..E.ALOES I MIN. • HOUSE 7 V ROO O.H. 1,3✓S Sr - a CLO1N WN.f" I. ALL MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 530 / ASCES / TMS 402 , \ WroGRouND13'✓"3 X I X x/12 ■ 221 GP• • FLOORS (SLEEPING) 12 PSF 30 PSF INTI=8108 WALLS PARTITIONS H/180 - III ' '- \ \� ti� ISOMETRIC VIEW SECTION • LnLn FLOORS (NON-SLEEPING) 12 PSF 40 PSF FLOOR t PLASTERED CEILINGS L/560 2. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C�10-11, LATEST k _ �S'75 �■ X3.34 VF • cCLU DECKS 10 PSF 40 PSF ALL OTHER STRUCTURAL MEMBERS L/240 REVISION, FOR FULL LOAD BEARING MASONRY UNITS WITH MAXIMUM COMPRESSIVE STRENGTH. •_ SILT FENCE DETAIL, 424 3. MORTAR TYPE SHAIJ BE SUITED FOR THE PARTICULAR ENVIRONMENT IN WHICH MASONRY IS LOCATED PROP CELLAR • / xAT. EGRESS WELLS • // T. WOVEN WRE FENCE TO�E FASTENED SECURELY TO FENCE ►0575 YATH W x'.Y YVOOEH Leaching Pools:O BALCONIES 10 PSF 60 PSF EXTERIOR WALLS W/ PLASTER OR H/360 GIVING DUE REGARD FOR STRESS, THERMAL AND MOISTURE CONDITIONS AND COMPLY WITH • o TIES OR STAPLES. STAKE OR/S RE.M STUCCO FINISH A5 2�0 (8607.1) / 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE TIES SOUND HAY SALE USE (I) b'O 1-Fr�GHINb POOL, 6' DEEP a- ATTIC - • - BRITTLE R WAHLS-WIND LOADS" W/ L/240 • '- SPACED EVERY 24• AT TOP AND MID SECTION. �. BRITTLE FINISHES 4. PREMOULDED AND KEYED VERTICAL EXPANSION JOINTS SHALL BE LOCATED AT 20 FOOT INTERVALS. s.WHEN Two(2) SECTIOs OF FILTER CLOTH ADJOIN EACH OTHER THEY FOR A TOTAL OF 6 VF SPECIAL SHAPED MASONRY UNITS CAPABLE OF TRANSMITTING SHEAR SHALL BE UTILIZED / SHALL SE OVERLAPPED BY SIX (.) INCHES AND FOLDED. ' 4.MAINTENANCE SHALL 4E PERFORMEDILTERAS NEEDED AND MATERIAL REMOVED N. I USE 4' PVC SDR 55 PIPING TO PLUMB ATTIC • STORAGE • - EXTERIOR WALLS-WIND LOADS" W/ L/I20 UNITS CAPABLE OF TRANSMITTING SHEAR SHALL BE UTILIZED AT JOINT LOCATIONS. / WHEN 'BULGES'DEVELOP IN THE SILT FENCE. IL DOWNSPOUTS TO LEACHING POOL. X FLEXIBLE FINISHES ' • 5. RUNNING BOND MASONRY COURSES ARE REQUIRED AT ALL LOCATIONS. , ) LINO OP STRAW )BALE VY/ V___ M }- GARAGE - 50 PSF "THE WIND LOAD SHALL BE PERMITTED TO BE �' SILK SGREfN FEriGE IgAGKINS �/ ANKLE HAYAT SOME TOWARD TAKEN AS 0.1 TIMES THE COMPONENT 4 CLADDING PREVIOUSLY LA SALE / C .ou+D SALE `SEDUAENT BEDDING DETAII, b. ALL INTERIOR AND EXTERIOR MASONRY JOINTS SHALL BE TOOLED OR RODDED, NOT RAKED. .� / ) CONTNNLENT Q RAILINGS 200 */LF LOADS FOR THE PURPOSES OF THE DETERMINING O / r•r wREIM 1 I �� : MEA x•X 2'STAKES, Z DEFLECTION LIMITS HEREIN. STAKE OR Fs RE.M �, 7 DRIER/ALE 1. TRUSSED GALVANIZED STEEL HORIZONTAL REINFORCING IS REQUIRED AT I6" MAXIMUM INTERVALS P •t _ _ O II '` 11 DRIVE STAKES FLUSH INCLUDING CORNERS, INTERSECTIONS AND PILASTERS. HORIZONTAL JOINT REINFORCING SHALL BE \^ r \ I Room requirements (R303 throughR305) DUR-O-WALL OR EQUAL. 11 V� STAKED SN CVI. a F' J ( END T°CND. '.�, LLJ � .�{ V SOUND HAY SALES - VENTILATION % EGRESS 8. IN ADDITION TO REINFORCING INDICATED, GRADE 60 *4 REINFORCING DOWELS ARE REQUIRED AT MASONRY • PLACED W+CONDOMS LIGHT XiSHED ANCHORING DETAIL ELAN ; APPROVED BY ROOM AREA HEIGHT . 45" O.G. INTERVALS EXTENDING UPWARD ONE FOURTH THE WALL HEIGHT OR 50" WHICHEVER IS BALE DETAIL GREAT RM 542 5F ± 8'-0" I'15.7 SF 32 41.06 5F 8 54.86 SF 15 GREATER, AND ENCASED IN GROUT FILLED CELLS. FULL HEIGHT *4 BARS ARE REQUIRED AT a6" / STRAW BOARD OF +•RUSTEES ' „ INTERVALS WITH FULLY GROUTED CELLS. BARS SHALL BE EMBEDDED IN CONCRETE FOUNDATION A. TOWN OF SOUT TEES BEDRM *2 114 SF ± 8-O I(.I'7 SF 10 6.2 SF 5 6.1'1 SF SUFFICIENTLY TO DEVELOP ADEQUATE ANCHORAGE. � 1. SALES SHALL IE PLACED AT ThIE TOE OF A SLOPE OR THE CONTOUR AND IN A ROW WITH ENDS TIGHTLY OLD - ililfr I [AO.,WA' THE ADJACENT SALES. BEDRM *I 1(13 SF ± 8'-0" 55.06 SF 20 3T.ci5 SF 20 16.12 SF aULKHEAfJ 2. ARUT YAIE SHALL SE EMBEDDED SALE IN THE SOIL A LIINiMLIU O FMR (4)INCHES AND PLACED SO THE' /INDINCS ARt HORIZONTAL. I �`;. DATE • MASTER BEDRM 216 SF t 8'-0" 52.4-1 SF 24 47.68 SF 22 16.'72 SF STRUCTURAL STEEL (302205-SO2205) (qA RK 1= 3. TALES LE. THE 1E SECURELYST ANCHORED IN PLACE SE EITHER TWO(2)STAKES OR RE-BARS DRIVEN THROUGH • ,57)_, /� THE BALE. THE FIRST STAKE IN EACHIALE SHALL DE DRIVEN TOWARD THE PREVIOUSLY LAID RALE AT AN RENT HIGH yIATER ANGLE TO FORCE THE BALES TOGETHER. STAKES SHALL SE DRIVEN FU:SH WITH THE SALE. , ; ' I. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS HEREIN I A,PP^ O3'1q 4. INSPECTION SHALL BE FREQUENT AND REPAIR/REPLACEMENT SHALL SE MADE AS REQUIRED.INDICATED AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE FOLLOWING STANDARDS. 5. PALES SHALL RT REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS HOT TO BLOCK OR II,+REDS WHERE CONFLICTS OCCUR, THE MORE STRINGENT STANDARD SHALL APPLY: .43,46 W STORM FLOW OR DRAINAGE. r,. /�� .�/he"'T�!�- 5 'i0 RESIDENTIAL CODE OF NEW YORK STATE . N ,' '... BUILDING CODE OF NEW YORK STATE - s . Lv: , Location map �, ::�: �:: THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS AND STRUCTURES CIRCLE INDICATES ONE MILE RADIUS L- SHALL BE IN ACCORDANCE WITH EITHER THE AISG LOAD AND RESISTANCE FACTOR DESIGN b SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISG-LRFD), AISG SPECIFICATION FOR Nappi Residence 5218 Peconic Bay Blvd Laurel, NY 11948 -ALL HABITABLE RROMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN STRUCTURAL STEEL BUILDINGS-ALLOWABLE STRESS DESIGN (A150-ASD) OR AISG SPECIFICATIONS /� Y °O 896 OF THE FLOOR AREA OF SUCH ROOMS. NATURAL- VENTILATION SHALL BE THROUGH WINDOWS, FOR THE DESIGN OF STEEL HOLLOW STRUCTURAL SECTIONS (AISG-HSS). WHERE REQUIRED, THE B 1'� .\\� N DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE ' o SEISMIC DESIGN OF STEEL STRUCTURES SHALL BE IN ACCORDANCE WITH THE ADDITIONAL E C p N I C Launl i '� v- PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING aOCCUPANTS. THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4% OF THE •PROVISIONS OF BG 2212. EAT :.a• `.-• s G R - � �• : b FLOOR AREA BEING VENTILATED. (8303.1) ANSVAWS DI.I "STRUCTURAL WELDING CODE-STEEL", LATEST REVISION. •, /'� ;, Z "EXCEPTION: T �� THE GLAZED AREAS NEED NOT BE PROVIDED IN ROOMS WHERE MECHANICAL VENTILATION I5 2. ALL FRAMING MEMBERS SHALL BE SHOP FABRICATED FOR BOLTED FIELD ASSEMBLY. FIELD • Laun PROVIDEDipc AND ARTIFICIAL LIGHT 15 PROVIDED CAPABLE OF PRODUCING AN AVERAGE GUTTING OR DRILLING, WHEN REQUIRED, SHALL BE CLEARLY NOTED ON THE DRAWINGS. ALL ILLUMINATION OF 6 FOOTCANDLES (6.46 LUX) OVER THE AREA OF THE ROOM ATA HEIGHT OF FRAMING MEMBERS SHALL CARRY AN EASILY VISIBLE IDENTIFYING MARK, EITHER STAMPED, TI 30" ABOVE THE FLOOR LEVEL. (8303.1, EXCEPTION 2) STENCILED OR PAINTED. Eic - PROVIDE 110 CFM MECHANICAL VENTILATION IN BATHS WITH NO VENTING WINDOWS. (R503.3) • T \ 3. ALL FIELD CONNECTIONS SHALL BE BOLTED. BOLTS SHALL BE MACHINE BOLTS CONFORMING N �t7ic ��� + TO ASTM SPECIFICATIONS A525 OR A410 AS SHOWN ON THE DRAWINGS. THE FAYING SURFACES SITE PLAN . OF ALL BOLTED CONNECTIONS SHALL BE SMOOTH AND FREE FROM BURRS OR DISTORTIONS. _ t ED . °• �T. ALL BOLTS SHALL BE ELECTRO-ZINC PLATED. SCALE: 1'�=201 , General conditions = .InnL r' ' '' 0 4. ALL STRUCTURAL STEEL SHALL BE ASTM A-36 (FY 36 KSI) • 1: SITE INFORMATION AS TAKEN FROM A SURVEY BY Q I. ALL DESIGN, FABRICATION AND CONSTRUCTION WORK SHALL BE CONDUCTED IN AGGORDANGE WITH APPLICABLE FEDERAL, STATE AND LOCAL CODES AND ORDINANCES INCLUDING BUT NOT LIMITED TO THE 5. ALL SHOP CONNECTIONS SHALL BE WELDED OR BOLTED. BOLTS TO BE 5/4 AND ASTM A-325 WALLACE T BRYAN, LLS., DATED JUNE Iq, 2014 • • �� �•,l • FOLLOWING: AND MEET AISG SPECIFICATIONS, SECTION I.I6, WELDS TO BE ETOXX AND MEET AISC �• � �� u -WFGM 2012 SPECIFICATIONS, SECTION I.IT. ALL SPECIFICATIONS TO BE LATEST REVISION. '� • b -RESIDENTIAL CODE OF NEW YORK STATE 2010 -ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE 2010-MECHANICAL CODE OF NEW YORK STATE 2010 b. ALL WELDING SHALL BE DONE BY LICENSED WELDERS. NEW YORK STATE 2010 Revisions:,1�,5.ob.lST AS PER Tom o� SovraioLD -FUEL AND GAS CODE OF 1. ALL STEEL DETAILS SHALL BE DESIGNED TO CONFORM TO ARCHITECTURAL REQUIREMENTS. I.OD mI ::.'. HERE CONFLICTS ARISE, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN W " BOLTS AT 16" O.G. WITH 5 8 DIAMETER STEEL L TO BE THROUGH BOLTED / THE PROPERTY OF T}f ARCHITECT. THEY ARE TO 6E USED ONLY WITH RESPECT TO THIS PROJECT AND ARE `^ CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK WITH ALL TRADES SO THAT S. ALL STEEL FLITCH PLATES • 2. THE GENERAL •5555 �• • 5555 NOT TO CE USED ON ANY OTHER PROJECT. S.'..MISSION OR GISTRICUTION TO MEET OFFICIAL REGULATORY O DEFICIENCY RESULTS IN THE COMPLETED WORK, STAGGERED, FUELIGATION IN DEROGATION OF THE ARCHITECT'S COMMON LAY{GOPYRI6HT OR OTHER RESERVED RIGHTS. N NO CONFLICT OR 55 - . .. . . . . . . . •: : REQUIREMENTS OR FOR OTI-ER PURPOSES IN CONNECTION WITH THE FRO-ECT IS NOT TO DE CONSTRUED AS .. • 555 • 0 3. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION OBSERVATION AND ASSUMES NO ti RESPONSIBILITY FOR CONSTRUCTION ACTIVITIES. • : 5555. EVIDENCE OF AND PAY FOR ALL PERMITS NECESSARY STRUCTURAL LUMBER (8502, R602, 8502) 4. THE CONDUCT THE SHALL OBTAIN, PRESENT E _ -. TAbbreviations & Symbols TO CONDUCT THE WORK AND COMPLETE THIS CONTRACT. THE CONTRACTOR SHALL OBTAIN THE r - 5555 5555 .. -. .... ._...----5555.555_5. .. .- g BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY AND ALL REQUIRED APPROVALS. ALL WORK SHALL I. ALL FLOORS, WALLS, CEILINGS 4 ROOFS SHALL BE DESIGNED AND CONSTRUCTED IN Dml 0.2 0.4 o.c o.� T t.2 T.4. Proposed Addition/Alteration BE PERFORMED IN STRICT ACCORDANCE WITH THE REGULATIONS AND REQUIREMENTS OF THE VARIOUS ACCORDANCE WITH THE SPAN TABLES FOUND IN THE RESIDENTIAL CODE OF NEW YORK STATE CIVIL AGENCIES HAVING JURISDICTION THEREOF. OR IN ACCORDANCE WITH AFEPA / NDS AND ASCE-1. ., UPON COMPLETION OF THE WORK.PROVIDED FOR IN THIS CONTRACT, AND BEFORE FINAL PAYMENT SHALL ALUM ALUMINUM O8 CONST. NOTE SECT/DTL * I H FURNISH THE OWNER WITH ANY NECESSARY CERTIFICATT=S OF 2. ALL LUMBER SHALL BE DOUGLAS FIR CONSTRUCTION GRADE *2 OR BETTER WITH THE FOLLOWING BF BI-FO_D. SHEET* Nap BE MADE, THE CERTIFICATES SHALL Area calculations OCCUPANCY OR CERTIFICATES OF COMPLIANCE ISSUED BY THESE VARIOUS AGENCIES. MINIMUM STRESS GRADES: BRNG BEARING • 5. ALL DIMENSIONS INDICATED ON THE DRAWINGS ARE APPROXIMATE AND ARE SUBJECT TO REVISION AS CJ CEILING JOIST El DEMO NOTE DTL *N • . /\ Once PER ACTUAL FIELD CONDITIONS, THE DISCRETION OF THE OWNER, AND A5 DIRECTED AND/OR APPROVED BENDING STRESS FB = BASE: 815 ADJ: 1101 PSI CK CHECK © SHEET * DESCRIPTIONAREA REMARKS BY THE ARCHITECT. SHEAR STRESS FV = 15 PSI CLNG CEILING b. THE CONTRACTOR SHALL SECURE CONSTRUCTION SITE IN ACCORDANCE WITH ALL APPLICABLE SAFETY MODULUS OF ELASTICITY E= 1.6 X 106 CO CLEAN OUT / CASED OPENING P51 CONT CONTINUOUS 02 DOOR TAG 4311' INT. ELEV. * EXISTING FIRST FLOOR 1,140 5F STANDARDS. THE CONTRACTOR SHALL CONDUCT ALL WORK TO PRECLUDE THE EFFECTS OF WEATHER GAUGE GALVANIZED STEEL BY SIMPSON OR EQUAL. GT COLLAR TIE © SHEET * 5218 Peconic Bay Boulevard 3. ALL FRAMING BRACKETS AND ANCHORS SHALL 16BEEXISTING SHED 115 SF ON COMPLETED WORK, OR WORK IN PROGRESS. CMU CONCRETE MASONRY UNIT Laurel, New York 11948 1. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND EXPENSE OF TEMPORARY ENCLOSURES D DRYER • PROPOSED SECOND FLOOR 1'11 SF 4. ALL WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE TREATED PRESERVATIVE (PTP) TIMBER. DIA DIAMETER A WINDOW TAG REVISION WHERE NECESSARY OR WHERE CALLED FOR IN THE DRAWINGS. 8. ITEMS SUSTAINING DAMAGE DURING THE CONSTRUCTION PERIOD SHALL BE REPAIRED AND/OR 5. ALL LOAD BEARING DIMENSION LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OR A DJ DECK JOIST REPLACED TO THE SATISFACTION OF THE OWNER AND TO THE APPROVAL OF THE ARCHITECT, AT THE LUMBER GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION DN DOWN , CONTRACTOR'S EXPENSE. DN DISH FVASHER BODY THAT COMPLIES WITH DOG PS 20. EW EACH NAY •MINIMUM PIPE INSULATION SHALL COMPLY W/ TABLE 504.5 OF THE ENERGY LPA Architects, LLP • q. THE CONTRACTOR SHALL CONDUCT ALL WORK IN SUCH A MANNER 50 AS TO NOT IMPAIR THE STRUCTURAL FA' FRESH AIR INTAKE INTEGRITY OR STABILITY OF ADJACENT STRUCTURES, EQUIPMENT, OR UTILITIES. SHOULD DAMAGE OCCUR FF FINISHED FLOOR Riser diagram (no scale) CONSERVATION CONSTRUCTION CODE OF NYS. AS A RESULT OF THE WORK, THE CONTRACTOR SHALL REPAIR OR REPLACE SAID DAMAGED ITEMS. THE PLUMBING AND HEATING WORK (F2502, ' R505.5) FJ FLOOR JOIST ARCHITECTURE PLANNING FR FIRE RATED ° CONTRACTOR SHALL BEAR ANY AND ALL COSTS ASSOCIATED WITH WORK DISCONTINUATION, MATERIALS GALV GALVANIZED w w w, I p a - p I a n s , c o m TESTING, REPAIR AND ALL MISCELLANEOUS RELATED ITEMS. I. PLUMBING - SANITARY, COLD AND HOT WATER, AND ALL OTHER PIPING SHALL CONFORM TO GAL GYPSUM WALL BOARD VENT THROUGH 10. THE TERM "OWNER" SHALL REFER TO THE LEGAL OWNER OF THE PROPERTY AND PREMISES AND ITS ALL LOCAL, COUNTY 4 TOWN REQUIREMENTS AND THE REQUIREMENTS OF THE HT HEIGHT 4 THE ROOF VENT THROUGH AGENTS OR PRESENTATIVES. RESIDENTIAL CODE OF THE STATE NEW YORK. LVL LAMINATED VENEER LUMBER Q THE ROOF II. THE CONTRACTOR'S AGREEMENT TO ENTER INTO THE WORK SHALL SUFFICE AS THE GONTRAGTOR'S MEM MEMBRANE 4" 4„ Lemmen Paul Associates,Architects LLP ACCEPTANCE OF THE TERMS SPECIFIED HEREIN, AND SHALL BE INCORPORATED INTO ANY AND ALL 2. THE USE OF LEAD SOLDER IN PIPING JOINTS 15 STRICTLY PROHIBITED UNDER LAW. MFG'D MANUFACTURED _ _ • 21 Greeley Avenue Sayville, NY 11782 AGREEMENTS BETWEEN OWNER AND CONTRACTOR. NTS NOT TO SCALE _ -_- ---F--- ---- Tel: 631 589 2914 Fax: 631 589 6935 = °`''ti 12. THE CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOCATION OF ANY AND ALL 3. ALL HYDRONIC HEATING SUPPLY AND HOT WATER PIPES SHALL BE INSULATED. O.G. ON CENTER r - 1112 2 11X2 !pa-plans.com s WASTE AND HEATING PIPING AND RELATED ITEMS PRIOR TO COMMENCEMENT OF PC POURED CONCRETE X N N I+ :ti• UTILITIES, ALL SUPPLY, WA PTP PRESSURE TREATED PRESERVATIVE WORK. ALL COSTS INCURRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. HEATING SYSTEM SHALL BE EXISTIhiG TO RE MAIPd. GONTRAGTOR TO MODIFY A5 REQUIFw 1 G 13E R RISER 3/�TH #5 13. THE CONTRACTOR SHALL, AT ALL TIMES, PROVIDE CONVENIENT ACCESS AND SAFE AND PROPER SUITABLE FOR COMFORT HEATING IN ACC0011:ANCE WITH THE REQUIREMENTS OF Thil RD ROOF DRAIN ' FACILITIES FOR THE INSPECTION OF ALL PARTS OF THE WORK. ENERGY CONSERVATION CONSTRUCTION CODE OF NEN YORK STATE. REF REFRIGERATOR • 14. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TIME TO BE DEFECTIVE OR SUBSTANDARD SHALL BE REQ'D REQUIRED14UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT F REMEDIED AT ONCE, REGARDLESS OF PREVIOUS INSPECTIONS. RR ROOF RAFTER 1 1/2" 5"�2 2ND FLR IS A VIOLATION L 5. THE PLUMBING CONTRACTOR SHALL OBTAIN ALL PERMITS 4 PAY ALL FEES REQUIRED FOR 5GOH5 SUFFOLK COUNTY DEPARTMENT NEV YORK STATE LAIN. 15. ALL MATERIAL AND ITEMS INDICATED ON THE CONTRACT DRAWINGS, DIRECTED BY THE ARCHITECT HIS WORK. HEALTH SERVICES -� ° - 5 " AND AS PER SITE CONDITIONS DEMAND, SHALL E3E DISPOSED OF PROPERLY IN APPROVED • SH OFHOWER ;--- -1 Issue Date: CONTAINER OUT OF THE PATH OF CONSTRUCTION AND AWAY FROM THE PUBLIC, OUT OF THE PATH OF SH SINKMAY 0 8 2015 ' ; I 1 CONSTRUCTION AND AWAY FROM PUBLIC AND VEHICLE TRAFFIC, AND TO BE CARTED TO APPROVED T. TREAD 1 I�'2" 2" 1 1X2" I1/2" / LAND FILL SITE BY LICENSED CARTERS. 1 I GTRIGAL WORK E5501 Ts TERMITE SHIELD =3,�TH #2 KItGHEN• Project Date: I ; di, 16. ALL NEW WINDOWS AND SKYLIGHTS TO BE MANUFACTURED BY ANDERSEN CORP., BAYPORT, MN. LE ( ) TYP TYPICAL • OR EQUAL . ALL WINDOW TYPES AND SIZES SHALL BE AS INDICATED ON THE CONTRACT DRAWINGS. I. UON UNLESS OTHERWISE NOTED i SEP 2014 WINDOW GLAZING SHALL SE HIGH PERFORMANCE OR "E" TYPE GLAZING. FURNISH FIBERGLASS INSECT ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE-RESIDENTIAL CODE OF VIF VERIFY IN FIELD • :� NEW YORK STATE, THE NATIONAL ELECTRIC CODE, THE LOCAL POWER CO. AND ALL W WASHER >✓ DW 1ST FLR Scale: �'• SCREENS WITH ALL NEW WINDOWS. GRADE 1'1/2" 3" J 2" 2" GRADE L 17. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS OF THE SITE PRIOR TO STARTING OF APPLICABLE LOCAL REGULATIONS. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY W/ WITH WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK ALL FEES REQUIRED FOR HIS WORK. THE CONTRACTOR SHALL HAVE THE INSTALLATION NH WATER HEATER AS NOTED �6E>= WITH &�M€. Ita3E6TE13 AND APPROVED AN INS 3Eala l MENS 6r ¶FI€ PIM I NDER1A1131 €R6 iNNIA MIRE.-13 NINE MEM , .. k THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH THAT AS ASSOCIATION AND SUBMIT A CERTIFICATE OF FINAL APPROVAL BY THE INSPECTION AGENCY CO CO 411 s r rl �\ Project DUN"! sheet 18. IF IN UPON COMPLETION. �,/ INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. WALL LEGEND TO EXISTING 14028EPH SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK, HE SHALL ASSUME ALL 2. - SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED AS INDICATED ON DRAWINGS AND IN SANITARY SYSTEM RESPONSIBILITY AND LIABILITY ARISING THEREFROM. ACCORDANCE WITH APPLICABLE FIRE SAFETY AND ELECTRICAL CODES. i j EXISTING WALLS REMOVED Job: Check: A_i_ la. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. 1 ( EXISTING WALLS CELLAR 20. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. 3. ALL ELECTRICAL FIXTURES, SWITCHES AND ACCESSORIES SHALL BE SELECTED BY THE OWNER. NAPPI KMP 21. IT IS THE INTENT OF THESE DRAWINGS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED 1 I NEN WALLS SI EXISTING SEWAGE EJECTOR CONSTRUCTION. HOWEVER, FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION THAT MAY NOT PUMP TO REMAIN COVER HAVE BEEN EXHAUSTIVELY DETAILED. SheetNotes:zo 0 • . .b . . . . . . , . z 0 U o . . H . • w a. , 0 . z • 0 / / . co 0 to • (I, 1J IC 0 [ .CCa 1 i:K......___:::1- - .1--- I. 1 1_________1 . i i----.. \ r li J w Exist. Exist. Bedrm. # 1 Bedrm. #2 • (---- : 1.--...N. U (--------..... U Exist. • _ Sun Rm, �' � ti . 03 o0 la i cp = CON • Z • a) a) • c o Exist. Living Rm.= -- --) NI il.ti #094 • o AN Exist. 77 ro Kitchenu 0.1LirI — 0 -..f7: J D • rd L N J ` / Revisions:f 5.06.15: As TOWN of SO THOLD ' ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURN'SHED BY THE ARCHITECT ARE AND SHALL REMAIN . . THE RTY OF THE T. THEY RE TO BE ED ONLY YI1TH RESPECT TO THIS JECT AND ME Ln \ - _ ' - - NOT TO USED ON ANY OTHER CFRO.EGT A51;? 15510NSOR DISTRIBUTION TO MEET OFFICIOREG E ATORY O REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE FRO.ECT 15 NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LA'V COPYRIGHT OR OTHER RESERVED RIGHTS. hl 1- - P7. r . • O ti E T ti , c Proposed Addition/Alteration Napi • . Residence 35-Q / 5218 Peconic Bay Boulevard Laurel, New York 11948 • LPA Architects, LLP / • ARCHITECTURE PLANNING 0 www. lpa - plans . corn EXISTING FIRST FLOOR PLAN SCALE: 1/4"=F-0" N Lemmen Paul Associates,Architects LLP 21 Greeley Avenue Sayville, NY 11782 Tel: 631 589 2914 Fax: 631 589 6935 o''"`',, Ipa-plans.com UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT . 15 A VIOLATION OF , NEW YORK STATE LAIN - ' . Issue Date: ' • MAY 0 8 2015 . Project Date: , SEP 2014 .F Scale: AS NOTED • Project# Drawn: Sheet 14028 EPH Job: Check: A III 2 . NAPPI KMP EXISTING CONDITIONS • • 0 . . . • . Sheet Notes: z . . . • . , . . ,• Foundation notes: CC -ALL DEMOLITION 4 DEBRIS MATERIAL TO BE I--1 DISPOSED OF PROPERLY BY CONTRACTOR •z -VERIFY ALL DIMENSIONS IN FIELD 0 ' I ` PRIOR TO START OF WORK U 12 • -ALL WOOD MEMBERS IN CONTACT WITH CONCRETE i 6 • TO BE PRESSURE TREATED PRESERVATIVE (PTP) �� LUMBER \ -ALL NEW EXPOSED SLABS ON GRADE 4 GARAGE \ SLABS SHALL HAVE A MIN. COMPRESSIVE STRENGTH 2X8 RR ® 16" O.G. �� • OF 3,500 PSI. SEE TABE R402.2. ON RC-I Z 2X8 GJ m 16" O.G. CC '" ._,_ • ' ••• ♦• •••,I •• I••• ' •••t •• •t• V •• ' V •••1 •••••••••tWA? d\ SIMPSON HDU5 SHEARWALL TIEDOWN ADJACENT LU / TO DOUBLE STUD AT WINDOW OR DOOR ABOVE n- 6 Ii Ih ll` ' 4(g4 (SEE UPLIFT CONNECTIONS SHEET RC-2) jH2A HURRICANE CLIPS O NEW PINE BOX / OAK Ti�EAD STAIRCASE WITH m I6" O.G., TYP HARDWOOD RAIL AS SEL. BY OWNER TO COMPLY • I-6 WITH 8314 t R315 OF THE RES. CODE OF NYS. `� PROVIDE NEW 8"X16" CMU PILASTER O 3 1/2" DIA. SCHEDULE 40 STEEL PIPE COLUMN W/ _Ze��' � tj FOR STEEL BEARING, UNDERPINNED 3-I/2"X6"X3/8" CAP PLT 4 6"X6"XI/2" BASE PLT 0 2X8 LEDGER Bedrm. 42_ I Hall 0 TO NEW FOOTING BELOW 0 SAWGUT EXISTING FOUNDATION WALL FOR NEW �p 2X6 RR ® 16" O.G. _ II .- --- • ��;�, BEAM POCKET (TYPICAL). SHIM GIRDER WITH / ti ,,;;, 1 2-1."15X11.88 1.41E TJ LVL-FLUSH-::::z , O ,� 1 --* 77,-7---- NO SHRINK R U K POCKET WITH 12 Q . STEEL SHIMS O P GN- G O T (TYP)4 -;-' 11.88" TJI 110 JOISTS ® 16" O.G. TYP -'F , � -_� I 6 m _ ;i ----- ---- I O REMOVE EXISTING BOILER, DEMO EXISTING - ____ a T.O. SUB FLR — PROVIDE 2X4 PTP POSTING AT -1 • 2ND FLR • y 3 � ; / � I NEW GIRDERS AS INDICATED CHIMNEY DOWN TO BELOW CONCRETE SLAB. . - - -.. .ma_--1 I� -) I I`---------- ---- ,1 'II r. 0x1 ��441 +i��itiltT�i"���ifii9o( i ,ti�3�r� / ��� (TYPICAL FOR 3 LOCATIONS) PATCH SLAB AS REQ D TO MATCH EXISTING to - II -1-I NEV36"X36"X245 PC. FOOTING �_ © NEW DIRECT VENT, GAS FIRED, HIGH EFFICIENCY I moi" - 0 W 10 X 26 STEEL BEAMI __ __=-1- --j_ CONDENSATE BOILERS W/ 'SUPERSTOR' HOT WATER III 1:-- -- 2X6 CJ ® I6" O.G. ,2X8 GJ ® I6" O.G. (3) 4 BARS EACH WAYTOP BOTTOM r 1 STORAGE TANKS A5 SELECTED BY OWNER •'0 I2-2X6 GJ ® Ib" O.G.�\\ �„C d) I cL I-6 ' New New Q ( EXISTING TO REMAIN z'`r _<i 2-1.75 I.1ETJL�Lo ,Great Rm.� I�itchenl Entry • • •v�. I wl I (UNDER EXISTING 2X6 PURLIN) • R..IX ` li_H__,,,71.:: , _ . I >- j 1 ___ I Exist. ��r r (1 --_—_ Q 1 r 1 ©T.O. SUB FLR _ �'' Cellar �' , W ` m 1 �_=__ _ Z EXISTING FLOOR SYSTEM TO REMAIN 1 a ' Mech ¢ - 1ST FLR % i t +I dJ \\` Q I ��, L I ` /71.1 '� .ii-', ,'it 1 ALTERED 7 • f W ` 2-1.7 5.5 I.c1E TJ LVL .-- = I I `' I I } l ltl• LU f2EMOVE EXISTING MAIN BEAM, INSTALL PROVIDE 6X6 PTP TIMBER �'r r -1 g IV (UNDER : STING RLIN) f� t �"-1 111 __� r- - - o NEV'a- W 12X50 STEEL BEAM GIRDER AREAWAYS AT ALL CELLAR I 1 I • x I .- I I F I" AS INDICATED WINDOWS (TYPICAL FOR 2) II I I I I I N^—" q. I >__1 I X.+-.1 a� 1 1 I I-,_r, I W I 1 • _1 __, t_4,_-♦. II /� 1< O �—EXlst. 1 -,tI ,;--- 1 ' ' 3'-7" 111 3'-3.. Cellar I 2-2X6 GJ ® I6 O.G. - I\ 1 i �, ,r. „ t t . 11 ,, • 11 I EXISTING TO REMAIN I _- 3 1/2 SAWGUT EXISTING SLAB FOR PLACEMENT A • �' `� +n�� 2-1i5T5.5 1.I= TJ LVL OF NEW 42"X42"X24" P.G. REINFORCED I\ fI © ��/ / 3o6a (UNDER ExISTINz 2X6 PURLIN)—� FOOTING, PATCH SLAB TO MATCH EXISTING / „ mr /� /iii/i T \�.\ f t, .. 5-2X6 LUSH _ ( Lam "`• _Ili / " , I\` ,,,-,-,a-_ �i _ - — — _ /1�1G% 1'/14 '----• O 1 - — — 42"X42"X24" P.G. FOOTING _I • 1- W/ (3) *4 BARS EACH WAY, TOP 4 BOTTOM r 1.- 1- 0.4.0... SECTION A-A • vim ' �1 BUILDING _ LOCATE EXISTING - - - * — — = PANEL TO NEV LOCATION ELECTRIC cp 3SCALE: 1/4"=1'-0" - _ I L '' ` / 1 I . 0 I / < EXISTING SEPTIC PUMP a _ I , ` ' r1: TO REMAIN ' I kn, 11tl Lt , i'. � y • 0 I • v TYP 1 E REMOVE EXISTING CELLAR WINDOWS, 1 SAWGUT FOUNDATION WALL 4 FRAME DEMO EXISTING BATHTUB 4 WALL MASONRY OPENING AS REQ'D FOR FRAMING, PROVIDE NEW FRAME -o �\ INSTALLATION OF NEW WINDOW UNITS. WALL AS INDICATED F. PATCH WALLS TO MATCH EXISTING 8"-iii I2 tConstruction Notes: t a • -,---/- DEMOLISH EXISTING MASONRY CHIMNEY '017'01771i �6 ROOF: TO BELOW GRADE A5 INDICATED p • J • 1 1 1 1 1 1 1 1 ll 1 1 `I �. N I� —"""1 M . Y '•• d , 2X8 SR ® I6` O.G. 1 ' 1 t 4 4 \ \` 50 YR ARCHITECTURAL ASPHALT SHINGLES b 50* FELT BUILDING PAPER Ifl � •�/q1 �.A1 Ii �'! @I►��'�; 1a 1/2" CDX PLYWOOD SHEATHING . REMOVE AND DISPOSE OF EXISTING III 2X8 CJ ® 16" O.G. 2 X 8 ROOF RAFTERS ® I6 0/G (UON) WALLS, DOORS t WINDOWS INDICATED, J �M 2 X b COLLAR TIES I* 16" O/C/ NON) AS REQUIRED FOR NEW CONSTRUCTIORevisions:AS,,3.06.131 AS PER TOWN or 5o rn4ou, 11 991169 •A • 911 •��•1 •��YC1�1• i_•• � •Al •• i���•�V�•��•�`•�•� i'�'�9•t`�i�! 1 2 X 8 CEILING JOISTS ® I 16" 0/C (UON) PATCH FINISHES/TRANSITIONS AS REQ'D . ALL DRANINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED DY THE ARCHITECT ARE AND SHALL REMAIN I., INSULATION - SEE SCHEDULE TO MATCH EXISTING CONDITIONS NOT ROE NTS USED ON F ARCHTECT. THEY ARE TO ESE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE • THE PROPERTY OF THE` OTHER PROJECT. x°MISSION OR DISTRICUTION TO MEET OFFICIAL REGULATORY „•, 11 II 1/2" GYPSUM BOARD - TAPE t SPACKLE 3 COATS - T,; �- ,_ OTHER PURPOSES IN c^NNEGTION WITH THE 114.0-ECT IS NOT TO 6E CONSTRUED AS o I-111 H2A HURRICANE CLIPSfV �- © I S" 0.C., .r TIT' III WALL: •',T NELICATION IN DEROGATION OF THE ARCHITECT'S COMMON LAN COPYRIGHT OR OTHER RESERVED RIGHTS. R i REMOVE AND DISPOSE OF EXISTING _ I8", *I CEDAR PERFECTIONS - 5 1/2" TO WEATHER CASEWORK, FIXTURES E APPLIANCES , 0 e) ,-- CEDAR BREATHER UNDERLAYMENT CAP EXISTING PIPING AS REQUIRED , 1 - DRAFT RETARDER (TYVEK OR EQUAL) >✓,,,, ,�,�,�,u „:r::�:, a^ i I/2" CDX PLYWOOD SHEATHING Proposed Addition/Alteration I-Eo — n Hall Bath #2 2 X 4 STUDS ® I6" 0/C NoN) III INSULATION" GYPSUM BOARD TAPE 4 SPACKLE 3 COATS FOUNDATION PLAN Napi -r—11 1/2" t (WALL LEGEND / - 2-I.'15X1 1.88 I.qE TJ LVL FLUSH � SCALE: 1/4"=P-0" ED1 V . 1 11.88 TJI 110 JOISTS ® I O.G. 1ST FLOOR: r T o SUE FLR I' \. _ _ _ r _ Z EXISTING FLOOR SYSTEM TO REMAIN 1 j EXISTING WALLS REMOVED • _ • ©2ND FLR --- --- --- --- -- -- --- --- --- --- --- --- G (2) 2 X 6 PTP PLATES ON SILL SEALER OVER- .--- .--- . - .--- I .-i i --•- _ ---•---•_`�4 OVER TERMITE SHIELD I� CMU WALLS 5218 Peconic BayBoulevard r \ _ ',.',. -� NEW POURED CONCRETE WALLS rJ III Ii! H 2ND FLOOR: Laurel, New York 11948 3'-6 I/2" r-J 1:, 111N�� ....,1;s^I NEV- FRAME WALLS FINISH FLOOR ON 3/4" T*G PLYWOOD I' r—' 0 SUBFLOOR (STURDI-FLOOR OR EQUAL) r 11.85" TJI 110 JOISTS ® 16" O.G. (UON - SEE PLAN) T O SUB FLR _ - 51 OSTAIR LANDING • ..-- - ITI,91� FOUNDATION: �I Entry Bath #1 Clst f EXISTING TO REMAIN LPA Architects, LLP •I r ARCHITECTURE PLANNING 0 8'-0" I INSULATION SCHEDULE: www. lpa - plans . com O 1 <11M1 5, X6-FLUSH 's= R-38 ® ALL FLAT CEILINGS (n 1 1 0 T.O. SUET FLR - __ _•_ __ \ I ' ' s R-300 ® ALL VAULTED CEILINGS IST FLR �'`���Q41 I EXISTING FL..•R SYSTEM TO REMAIN R-22 m FLAT CEILINGS BELOW ROOF DECK r-\ IIS II .. I I .I R-15 ® ALL EXTERIOR WALLS (2X4) Lemmen Paul Associates,Architects LLP 21 Greeley Avenue Sayville, NY 11782 • Tel: 631 589 2914 Fax: 631 589 6935 /4< J 1 1 R-22 ® ALL UNHEATED CRAWL SPACES E CELLARS J '\ I• �I R-I3 ® ALL STAIR WALLS r • 3'-4" r J 2-1.'15 -.5 I.QE TJ LVL Ipa-plans.com r -i -� (UNDER ISTING 2X6 PURLINS) Roof system: y�• 1�a . Zi) THE NEW ROOF SYSTEM SHALL INCLUDE, BUT NOT BE u LIMITED, TO THE FOLLOWING: ALL VALLEYS, EAVES, UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT • Mech RAKES, CRICKETS, ETC., TO RECEIVE G.A.F. STORM • Is VIOLATION of NEW YORK STATE LAW. GUARD' FILM SURFACE LEAK BARRIER INSTALLED A5 � ' PER MANUFACTURER'S INSTRUCTIONS. ROOF DECK TO - Issue Date: RECEIVE G.A.F. 'SHINGLE-MATE' 30 LB BUILDING FELT MAY 0 8 2015 � �. � , INSTALLED AS PER MANUFACTURERS INSTRUCTIONS. ROOFING SHINGLES TO BE G.A.F. 'TIMBERLINE' UNLTRA ; 50 YEAR 'ARCHITECTURAL' SHINGLES, INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS. ALL RIDGE Project Date: 1 / �/ r I I 1 AREAS TO RECEIVE 'COBRA VENT' RIDGE VENTING I-V �� G.A.F. 'TIMBERTEX' RIDGE CAP SHINGLES. SEP 20 14 • J ' Scale: , AS NOTED �' ., BUILDING SECTION B-B Project# Drawn: Sheet _ SCALE: 1/4"=1'-0" t 14028 EPH Job: • Check: A...3 • NAPPI KMP FOUNDATION / SECTIONS . • Sheet Notes: z 0 • • • . ,J Plan notes: 1 D -DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUND ALL OPENINGS. Z -INSTALL BRIDGING IN ALL FLOOR E FLAT ROOF JOISTS, CEILING JOISTS 4 BEAMS. BRIDGING SHALL BE INSTALLED o 5'-0" 0.0 MAX t SHALL BE SOLID WOOD BLOCKING 2" X DEPTH OF MEMBER OR 18 GAUGE METAL STRAP BRIDGING. -PROVIDE CATS AT ALL LOAD BEARING WALLS -ALL DEMOLITION E DEBRIS MATERIAL TO BE DISPOSED OF PROPERLY BY CONTRACTOR V) F -VERIFY ALL DIMENSIONS IN FIELD PRIOR Z • TO START OF WORK w -ALL WOOD MEMBERS IN CONTACT WITH CONCRETE CL TO BE PRESSURE TREATED PRESERVATIVE (PIP) 4'-0" ± 23'-5" / t I2'-4" / / / LUMBER 30,-O" • / • / -SMOKE DETECTORS SHALL BE INSTALLED IN EACH / 5'4"" / 13'-II" J• 6'-q I/2" / 3'-41 1/2" / SLEEPING ROOM, OUTSIDE EACH'SEPARATE SLEEPING AREA, E AT EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS t CELLARS, BUT Z . NOT INCLUDING GRAWLSPAGES t UNINHABITABLE 4'-0" ATTICS. SMOKE ALARMS SHALL BE INTERCONNECTED CD Aral . Nor / / '�NV NV ACCORDAN 4 BE CLEARLY E WITH AUDIBLE I3 RCNYS SECTION R3 . EX STING IN ALL BEDROOMS IN m 4 BUILDINGS UNDERGOING REPAIR, ALTERATION, CHANGE • OF OCCUPANCY, ADDITION OR RENOVATION SHALL BE • • PROVIDED WITH SMOKE ALARM AS PER APPENDIX J. RCNYS - APP. J - SECTION AJ403.2, EXCEPTION 2= • SMOKE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED TO BE INTERCONNECTED 4 HARD WIRED to • ERE INTERIOR WALL OR CEILING FINISHES ARE V) • NOT REMOVED. w L • RCNYS - APP. J - SECTION AJ403.3, EXCEPTION I: CARBON MONOXIDE ALARMS SHALL BE INSTALLED TO BE Q HATCHED AREA INDICATES INTERCONNECTED OR HARD BUT ARE NOT WIRED INHERE EXISTING CC O ROOF DECK ABOVE INTERIOR WALL OR CEILING FINISHES ARE NOT CL .- - _-.. TYP REMOVED. Q II FINN 60611 _I - A TYP WDH 30410 WDH 2446 : I ! • _ .! IDH 3046-2 A2I A.21 r___ __4._ — \ v -ALL NEW INTERIOR TRIM AND DOORS AS m m mSELECTED BY OWNER NON) 'fie =_ � IlIi-ri� Bl.O�■oau ____°�� ilisiiminff _. 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PATCH FINISHES/TRANSITIONS AS REQ'D i , _ , AS INDICATED TO MATCH EXISTING CONDITIONS J r,,,,,,, ,,:.....:. .....S •.,. .,.. . .. . ,,, . \ DEMO EXISTING MASONRY Proposed Addition/Alteration H STOOP AS INDICATED REMOVE AND DISPOSE OF EXISTING - Nappi CASEWORK, FIXTURES 4 APPLIANCES ,,GAP EXISTING PIPING A5 REQUIRED Al / .,._0" Residence © 0 5218 Peconic Bay Boulevard / 2'-6" / 2'-6" / 2'-6" , IS'-5 1/2" , 4'-o 1/2" Laurel, New York 11948 / 5'-0" 25'-0" • • / / / 4'-0" 3'-4" 13'-ci 1/2" ,1'--1" 4'-O I/2" 30'-O" ' ,f' 4' / / / / ,1 / LPA Architects LLP ARCHITECTURE PLANNING o www. Ipa - plans . corn Lemmen Paul Associates,Architects LLP FIRST FLOOR PLAN _ WALL LEGEND SECOND FLOOR PLAN WP�LL LEGEND 21 Greeley Avenue Sayville, NY I 1782 Tel: 631 589 2914 Fax: 631 589 6935 i''°`''t • SCALE: 1/4"=1'-0" ED N $, .4 EXISTING WALLS REMOVED` SCALE: 1/4"-1'-0" ` N �4 Ipa-plans.com :' I, EXISTING WALLS REMOVED "• �•-a Total Proposed Altered S.F. = 1,140 1 I EXISTING WALLS Total Proposed Added S.F. = 771 1 1 EXISTING WALLS • �.",.,g;,.11mw�1y .c.L,ui.'wi""1"IU �; I NEV'(NEW WALLS NEW WALLS • UNAUTHORIZED ALTERATION .-. , OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF f� -THIS HOUSE IS LOCATED IN A WIND BORNE DEBRIS AREA -THIS HOUSE IS LOCATED IN A WIND BORNE DEBRIS AREA NEW YORK STATE LAW. SEE RC-2 FOR WINDOW SHUTTER DETAIL SEE RC-2 FOR WINDOW SHUTTER DETAIL Issue Date: .� .... ., .. .,..,,,vr,,,,r•:vnmiiiivr.;in.a:a. ... ..,...r.,+i-rooz:wr• .,.,,ir ,r.,,: iir.:z•,r.,o,:;i,ii-uvivivu,in,ic,.,.,,,,.,. ,,,, .. .,. .. - ... MAY 0 8 2015 , ''t i Project Date: • SEP 2014 Scale: • AS NOTED • Project# Drawn: Sheet I4028 EPH Job: Check: A.4 NAPPI KMP FLOOR PLANS __. _._...,_._........__.._-...... _..._ . ...-_.._______•__.._._._..._.-.. ._ ....._ __ --.-__ __ ___ _.___. __._-- _ .3.-__._ . _.____.. __- --_-__-- __.__�----___-_- - --___-._ _._______._ __-,.- .—_--- - _ . _ 5 . - -_ - ____._ __. _____. _--___ .-- ____.-_______ _ _. ___ _ . .... . • o z Sheet Notes. 0 ,Elevation notes: c . -ALL SOFFITS/PORCH CEILINGS TO BE IX6 TI G I- ------........s....... BEAD BOARD PLANKING AS MFG'D BY 'AZEK' 0 r - 12 0 50 YEAR 'ARCHITECTURAL' ASPHALT SHINGLES U 12 r— . 16 COLOR: A AS MFOIDS SELECTED BBYEOWINER -. :11:11b 20 Is", *1 CEDAR PERFECTIONS AT 5 1/2" TO WEATHER - - O COLOR/FINISH: BLEACHING OIL, AS PER OWNER t ti V) TYP 4�■�'��,i�� '3 O CONGEALED FLASHING //1111 ■1.�► !!■� ■■■■ 1111■\_ ' z tom— kith\ �i■■■■i■ 1111■11■■�.. ® PROVIDE SEAMLESS ALUMINUM GUTTERS �_ � / �� - LEADERS AT ENTIRE HOUSE VERIFY LOCATION OF �z ���■■/ �� �% +■■■1111■■L /■1111■■■■ t" LU • �., -- - - �■ II ii —��� • .—�—a ,1■�■■�■■1 _ ; ■■�■�■■, - - LEADERS Y`VARGHITEGT PRIOR TO INSTALLATION _ Tr'' -,___ — —_ _____ __ - -�NI1i III ME ' ■►■■■1■■■■i. 's�ii1■■■I■■■■r--- - ----- �� s x8 'AZEK' CONTINUOUS NTINUOUS FRIEZE BOARD 7ri �� 11111M�■1111M�■11M11M■11■■■■1111■■ ■■1111111M:41111■■bai I jii _ 1 M ■ MEIN e ■, 1111 1■■■■ ■■■■■■■■■■■■■■■1■■■■ 11r. ■i ri■■■■ 1 ■1111■ ,r] 11L■■■■■■■■■■■■■■■■■■■ 1111■ 1111 I I ■ I.■■ ■ 1111■■ - , i ' i. „ 1■■1G�1■■■■■■■■■111i■1■■111■© ■1■■ ■1■ ,■ II - - ■1 ,- 111111■N ,/ 1M■N 1 I-b C7 , I 1 t ■■MIND■■■■■■■■■■■• ■■■ ■1 I 11' 1111■ 1111■ z 11 111 I■■■ ■■�1\■■■■■■■■■■P, 1111■ 1111 '■ 1■ M■ I■■■■ / ■■1■ . - 'I 1 IC 1■■■ ■■11� ■■■■1■■■■i 1111■ ■1 ►` _ m ■■ 1■�' ■i■ ■■ imm 0 1 ,1 u I I■■■c:i■11■■11s ■11■N■■11 MM■ M■ El _ ■ ■ N ' ' f. p _- III. 1■■1■ ■■■1■N■■111■ ■N11■■ NI■N 111■ -- -i ►. III ■.... : - -r .12 -- -- ---- -_ �� �■■11■■■■■■i■■■�■■■ NII ■1 •■ ■ i i�■�s■ _ - �_■■ran ' � . = a ■ ■■ I t■ ® P ■iNr� i■■N7 Typical Elevation notes: Ea ■ I■N ■■■NN■■■■N ■■■NN■■■■N ■■ N1111 ■ �■ I■ TYP _� A_ = 1 ■ ■1 - _.. . . _ - _itasx C^•:-ate I■��_JIMMILN�II�II�II�■■I�II�■IIII�■IN���■N��■■.r_ !�■_ I I 1 I= TO. SUB FLR I - . o��♦�A■■■■■■■■■■■■1111■■■■■■�■■■ ■� ` — III ,\ T 2ND FLR -=-'•--- NNW ROOF _ -s-r4i�■■■■■■■■N■ •!I �L� _►' 'iSiiT� a■■■ 1111 I�� SO YR ARCHITECTURAL ASPHALT SHINGLES --_�■■■1■■■■■1111 -E -r. Z-__�� `Ii W "�Ti.�=����� mu lr — - AS MFG'D BY 'GAP' TIMBERLINE )Ll•r N■■N N■■11 1111■i■■■ 11i■■■■■■■ 1111 --- -- ---------- - - - - - -- --I TCOLOR: 'CEDAR BLEND' '' - - -t r - - ---t �■■iiii■1N1■N�111■N � 11 •�■••� ■N1■N 111■■■ ■■■■ II I■■ ------ -�■■■■ •u ! \ ' 11I I I ■■�■■ i � ■■ ■1■■ N■■■■ ■■■ !! �1: I I I IIRP�KEK' IM o R 0 "--6" 7I I I ■■■N■ a■ ■ ■ ■■ M■■N■■11 I■■■■■ ■■Rr7! i■� II I 1111 Ia '� / N■■M11 I N■ ■ ■■■11■N■ N■■ E iuNNI Nu11 , . . . UFLR TYP - I I 1 l-b 4' IXS 'AZEK' ASCIA BOARD OVER I I I 1■11■1■N I■N�I i■■Ni ■N ■NIN= 1111111UN1■N NN■N ■NI■N■■NItiSTAR LANDI1111 I I I N■ 2X61 SUB FASCIA ,wnt� IX6 AZEK TIG BEAD BOARD SOFFIT PANELS II I I 1111■■ I lUt■ ■■In■■IM■ ■■ etc.■■■■■■■■► I 1 ■■ ■■ I — 1 1 ■■riIhuu' 1m1•U1 (�I r■■■■ -,��—•�1wi 1.. 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NM■■111■■'a20cM1■■I IST FLR (T F R co TE -E-Ep) M-Ef�:DJ (T P:-.E•) SEAMLESS ALUMINUM GUTTERS I DOWN SPOUTS • ■ ■ ■ ■.■�■■■ • ■ I 1 L III I 1 l 11 1 11 1 1 I 11 L I l _ COLOR: AS PER OWNER II 1 II Iii wAll: w 1=WH 60611 S \ I ,_1 r �, I IS", I CEDAR PERFECTIONS - t 5 1/2" TO WEATHER I;•\ I i; •/ ; RESAWN E REBUTTED momminummen ii \ COLOR/FINISH: BLEACHING OIL, AS PER OWNER II II I , ` I I; FRIEZE TRIM: C- 5 - 5 IXS 'AZEK' TRIM BOARD OVER EAST ELEVATION . --L_L_ ._ . _L GXI45 5/4 X GROUND (SEE DETAIL) COLOR: A5 PER OWNER SCALE: 1/4"=1'-0" 1^11ND0WS: 400 SERIES SOUTH ELEVATION • "WOODWRIGHT" DOUBLE HUNG/AWNING, TEMPERED AS REO'D IN/ PREFINISHED INTERIORS. APPLIED EXT/INT t t GRILLES W/ SPACER BAR AND FULL SCREENS, AS SCALE: 1/4"=1'-O" MFG'D BY 'ANDERSEN'. WRAP ALL WINDOWS I DOORS IN/ 5/4X4" 'AZEK' TRIM W/ HISTORICAL SILLS v a) ro oD [V cD 5: z w cc N 0 c C v E 0 -0 c ro •o 12 o b IOII L` I 12 -o v 10" E21 -. L In Revisions:1,5.06.158 As pm TOm of sarrHOLP ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNI°HED EY THE ARCHITECT ARE AND SHALL REMAIN i THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE U5E0 ONLY WITH RESPECT TO THIS PROJECT AND ARE —. PR '3 NOT TO EE USED ON ANY OTHER PROJECT. SUEM1551ON CR DFSTRIEUTION TO MEET OFFICIAL REGULATORY 0REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO EE CONSTRUED AS _ , _ SPIO FUMIGATION IN DEROGATION CF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. i� -- ---- - - --- --- -' - - --- iM__ [�_�- - - - - - � 2 A W�/ ■ worm ME■ 1111■■■11M■■■MMEI■1111M ■ ■ A c ■-'�'-'� ■moi■�■i11■iii lig! in ii■i�i ■iii ■u �i■i■�i■ii�P:� fl : ■ ���� � i .�■ ■ ----J ��o i CPro osed Addition/Alteration 11■■■■■■1■■■■ ■■■■I ■■1 W M ■N■■■■■■■iLUN TYP 1121611.116■ h 1-- IL 4 il ■NI■i■■■1■■■■ 111111 .... i■I 1■1■11■■NI■i■��i - - I 1■i ■i1■■■■NI■■t■■1/1111■.1. ,. 1■�i1 ■1■■■■i■■■■ 1■� 1111■ ■■■■■■■■��■ i■■_ 1111 .�. . ■■■■1■■■�■1f■■�e Pt ...... .... ■11■ ■■1 1■■■i■■■Mir n ■ia■i■■p ■■■IIfirml11■■■■N■■■ `.■■■■■■■ Napni _ ■ ■■■tII'.■■1 1 1■■� ■■Ii' 1iiii Section .R702 Section R905 Table 3 . 1 NailingSchedule WFCM 2012 edition Sheet Notes: z Section R301 .2. 1 "2 OSECTION R905 Joint description #/of Common nails #!of Box nails Nail Spacing 8301.2.1.2 Internal pressure.Windows in buildings lo- TABLE LICA .5 • sated in wind-borne debris regions shall have glazed MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD REQUIREMENTS FOR ROOF COVERINGS ROOF FRAMING openings protected fioim wind borne debris or the build- THICKNESS MAXIMUM MAXIMUM SPACING R905.1 Roof coveting application. Roof coverings shall be RAFTER TO TOP PLATE (TOE-NAILED) cC OF SPACING OF OF FASTENERS3-8D 3-IOD PER RAFTER [- ing shall he designed as a partially enclosed building in ac- GYPSUM ORIENTATION OF FRAMING (Inches) applied in accordance with the applicable provisions of this L/) y cordance with the Building Code of New York State. BOARD GYPSUM BOARD TO MEMBERS SIZE OF NAILS FOR APPLICATIONGLNG JST TO TOP PLATE (TOE-NAILED) Z Glazed opening protection for wind-borne debris shall (inches) APPLICATION FRAMING (Inches o.c J Nett■' Ecr•we' TO WOOD FRAMING° section and the manufacturers installation instructions. 3-817 3-I0D PER JOIST Application without adhesive GLNG JST TO PARALLEL RAFTER (FACE-NAILED) 4-I6D 4-40D EACH LAP A O meet the requirements of the Large Missile Test of ASTM R905.2 Asphalt shingles.The installation of asphalt shingles U E 1996 and of ASTM E 1886 referenced therein. Ceilingd Perpendicular 16 7 12 13 gage,1'�4"long,19/64"head;0.09E shall comply with the provisions of this section. CLNG JST LAPS OVER PARTITIONS (FACE-NAILED) 4-I6D 4-4OD EACH LAP 3/ diameter,11/4"long,annular-ringed;or 4d Exception: Wood structural panels with a minimum = Wall Either direction 16 1 16 cooler nail,0.080"diameter,13/8"long,7/32" R905.2.1 Sheathing requirements.Asphalt shingles shall mm),fastened sufficiently to hold in place.End laps shall be COLLAR TIE TO RAFTER (FACE-NAILED) 2-817 2-IOD PER TIE thickness of 7/16 inch(11.1 mm)and a maximum span head. El of 8 feet (2438 mm) shall be permitted for opening Ceiling Either direction 16 7 12 13 gage, 13/s"long,19/64"head;0.09E be fastened to solidly sheathed decks. offset by 6 feet(1829 mm). BLOCKING TO RAFTER (TOE-NAILED) 2-817 2-I0D EACH END protection iii one-and two-story buildings.Panels shall Ceilingd Perpendicular 24 7 12 diameter,11/4"long,annular Singed;5d15 " R905.2.2 Slope.Asphalt shingles shall only be used on roof RIM BRD TO RAFTER (END-NAILED) 2-IbD 2-I6D EACH END beprecut to cover the glazed openings with attachment 1/2 cooler nail,0.086 diameter,t /g"long, 164 R905.2.7.1 Ice protection. In areas where the average F Wall Either direction 24 8 12 head;or gypsum board nail,0.086 diameter, slopes of two units vertical in 12 units horizontal(2:12)or hardware provided. Attachments shall be provided in s " greater.For roof slo s from two units vertical in 12 units daily temperature in January is 25°F (-4•C) or less or WALL FRAMING accordance with Table 8301.2.1.2 or shall be designed Wall Either direction 16 2 16 15/s"long, /32 head. Pe tC to resist the components and cladding loads determined Ceiling Either direction 16 7 12 13 gage,15/s"long,19/64"head;0.09E horizontal(2:12)up to four units vertical in 12 units hori- when Table R301.2(1)criteria so designates,an ice bar- TOP PLAT E TO TOP PLATE (FACE-NAILED) 2-I6D *I 2-I6D *I PER FOOT 3 zontal(4:12),double underlayment application is required rier that consists of a least two layers of underlayment ce- in accordance with the provisions oftheCode Ceilin a Perpendicular 24 7 12 diameter,1 /_"long,annular-ringed;6d y PPmented together or of a self-adheringpolymer modified TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-I6D 4-I6D JOINTS-EACH SIDE Building s/a g q' cooler nail,0.092 diameter,17/a"long,1/4" in accordance with Section R905.2.7. g P Y N o Nein York State. Wall Either direction 24 Y 12bitumen sheet, shall be used in lieu of normal v f head;or gypsum board nail,0.0915 diameter, STUD TO STUD (FACE-NAILED) I-I6D 1-4017 24" O.G. R301.2.1.3 Wind speed conversion. When referenced Wall Either direction 16 8 16 17/8"long,19/64"head. R905.2.3 Underlayment.Unless otherwise noted,required underlayment and extend from the cave's edge to a point El documents are based an fastest milc wind speeds, the Appllcatl•n wlth■dheslve underlayment shall conform with ASTM D 226,Type I,or at least 24 inches(610 mm)inside the exterior wall line HEADER TO HEADER (PAGE-NAILED) IbD I6D 16" O.G. EDGES three-second gust wind velocities of Figure R301.2(4) Ceilingd Perpendicular 16 16 16 ASTM D 4869,Type I. of the building. (� shall be converted to fastest mile wind velocities using 3/g g . Same as above for 3/g"gypsum board TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6D 2-4OD PER STUD Z Wall Either direction 16 )6 24 Self-adhering polymer modified bitumen sheet shall Table R301.2.1.3. Exception: Detached accessory structures that con- BOTTOM PLATE TO FLR JST BANDJST Ceiling Either direction 16 16 16 comply with ASTM D 1970. 2-I6D *1,2 2-I6D *1,2 PER FOOT O 1/2 or 5/a Ceilingd Perpendicular 24 12 16 Same as above for 1/2"and 5/s"gypsum tain no conditioned floor area. ENDJST OR BLOCKING (FACE-NAILED) Q board,respectively R905.2.4 Asphalt shingles. Asphalt shingles shall have • FLOOR FRAMING ETABLE R301.2.1.2 Wall Either direction 24 16 24 self-seal strips or be interlocking,and comply with ASTM R905.2.7.2 Underlayment and high wind. WIND-BORNE DEBRIS PROTECTION FASTENINGaSCHEDULEdCeilingPerpendicular 16 16 16 I D 225 or D 3462. JST TO SILL, TOP PLT OR GDR (TOE-NAILED) 4-SD 4-IOD PER JST FOR WOOD STRUCTURAL PANELS Two tp Base ply nailed as above for /2' gypsumUnderlayment applied in areas subject to high winds FASTENER SPACING 3/it layers Wall Either direction 24 24 24 board;face ply installed with adhesive [greater than 110 mph(177km/h)per Figure R301.2(4)] 4 foot foot R905.2.5 Fasteners.Fasteners for asphalt shingles shall be BRIDGING TO JOIST (TOE-NAILED) 2-8D 2-IOD EACH END For SI: I inch=25.4 mm. galvanized Steel stainless steel,aluminum or copper roof- cordance be applied with corrosion-resistant fasteners in ac- FASTENER Panel span < panel span < panel span + + s 4 foot s 6 foot s S foal a.For application without adhesive,a pair of nails spaced not less than 2 inches apart or more than 2'/2 inches apart may be used with the pair of nails spaced g p cordance with manufacturers installation instructions. BLOCKING TO JOIST (TOE-NAILED) 2-8D 2-I0D EACH END L1 TYPE12 inches on center. ing nails,minimum 12 gage[0.105 inch(2.67 mm)]shank Fasteners are to be applied along the overlap not farther J-j 21/2 6 16" 12" 9" b.Screws shall be Type S or W per ASTM C 1002 and shall be sufficiently long to penetrate wood framing not less than 5/=inch and metal framing not less than with a minimum 3/1-inch(9.5 mm)diameter head,ASTM F BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-I6D 4-I6D EACH BLOCK LLI) Wood screws _ 3/a inch. 1667,of a length to penetrate through the roofing materials apart than 36 inches(914 mm)on center. l-L.I 21/2"*8 „ „ c.Where metal framing is used with a clinching design to receive nails by two edges of metal,the nails shall be not less than 5/1 inch longer than the gypsum board and a minimum of 3/4 inch(19.1 mm)into the roof sheath- CC heath LEDGER STRIP TO BEAM (FACE-NAILED) 3-I6D 4-I6D EACH JST Wood screws 16 1612" thickness and shall have ringed shanks.Where the metal framing has a nailing groove formed to receive the nails,the nails shall have barbed shanks or be Sd, ing.Where the roof sheathing is less than 3/ inch(19.1 mm) R905.2.8 Flashing.Flashing for asphalt shingles shall com- JST ON LEDGER TO BEAM (TOE-NAILED) 3-8D 3-I0D PER JST 0 131/2 sage,15/s inches long,1544-inch head for I/2-inch gypsum board;and 6d,13 gage,I7/a inches Ions,'544-inch head for 5/s-inch gypsum board. g g O For SI: I inch = 25.4 mm, 1 foot = 304.E mm, 1 pound = 0.454 kg, thick, the fasteners shall penetrate through the sheathing. ply with this section. 1 mile per hour=1.609k+n/It. d.Three-eighths-inch•thicksingle-ply gypsum board shall not beused onaceiling where awater-based textured fiinishistobeapplied,orwhere itwillberegtriredt° BAND JST TO JST (END-NAILED) 3-I6D 4-16D PER JST support insulation above a ceiling.On ceiling applications to receive a water-based texture material,either hand or spray applied,the gypsum board shall be Fasteners shall comply with ASTM F 1667. tZ a.This table is based on 110 mph wind speeds and a 33-foot mean roof height. applied perpendicular to framing.When applying a water-based texture material,the minimum gypsum board thickness shall be increased from 3/8 inch to R905.2.8.1 Base and cap flashing.Base and cap flash- BAND JST TO SILL OR TOP PLATE (TOE-NAILED) 2-I6D *I 3-I6D PER FOOT b.Fasteners shall be installed at opposing ends of the wood structural panel. 1/2 inch for 16-inch on center framing,and from 1/2 inch to 5/1 inch for 24-inch on center framing or 1/2-inch sag-resistant gypsum ceiling board shall be used. R905.2.6 Attachment.Asphalt shingles shall have the min- e. Type X gypsum board for garage ceilings beneath habitable rooms shall Ire installed perpendicular to the ceiling framing and shall be fastened at maximum 6"o.c. imum number of fasteners required by the manufacturer. ing shall be installed in accordance with manufacturer's d.Where screws are attached to masonry or masonry/stucco,they shall be by minimum I7/8"6d coated nails or equivalent drywall screws. installation instructions.Base flashing shall be of either ROOF SHEATHING For normal application, - ' attached utilizing vibration-resistant anchors having a minimum ultimate asphalt shingles shall be secured to withdrawal capacity of 490 pounds. corrosion-resistant metal of minimum nominal the roof with not less than four fasteners per strip shingle or STRUCTURAL PANELS SD IOD 6" EDGE / 12" FIELD • two fasteners per individual shingle.Where the roof slope 0.019 inch(0.483 mm)thickness or mineral surface roll • roofing weighing a minimum of 77 pounds per 100 exceeds 20 units vertical in 12 units horizontal(20:12),spe- square feet (3.76 kg/m2). Cap flashing shall be corro- DIAGONAL BRD SHEATHING Q where the basic wind speed per Figure R301.2(4) is 110 cial methods of fastening are required. For roofs located Z sion resistant metal of minimum nominal 0.019 inch I"X6" OR I"XS" 2-SD 2-IOD PER SUPPORT mph(177 km/h)or greater,special methods of fastening are (0.483 mm)thickness. 1"X10" OR WIDER 3-8D 3-IOD PER SUPPORT J required.Special fastening methods shall be tested in accor- • LLJ Section R703 dance with ASTM D 3161,modified to use a wind speed of R905.2.8.2 Valleys.Valley linings shall be installed in CEILING CC 110 mph(177 km/h). accordance with manufacturer's installation instructionsGYPSUM WALL BOARD 517 COOLERS 5D COOLERS 1" EDGE / 10" FIELD TABLE R703.4 before applying shingles.Valley linings of the following WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS Shingles classified using ASTM D 3161 are acceptable types shall be permitted: WALL SHEATHING for use in wind zones less than 110 mph.Shingles classified TYPE OF SUPPORTS FOR THE SIDING MATERIAL AND FASTENERS' using ASTM D 3161 modified to use a wind speed of 110 1. For open valley(valley lining exposed)lined with STRUCTURAL PANELS 8D IOD b" EDGE / 12" FIELD Foam mph are acceptable for use in all cases where special fasten-Nmetal,the valley lining shall be at least 24 inches FIBERBOARD PANELS NOMINAL SHEATHING Wood Fiberboard Gypsum Plastic _ THICKNESS' JOINT PAPER structural panel sheathing Into sheathing Into sheathing Direct to Number or spicing ing is required. (610 mm)wide and of any of the corrosion-resis- SIDING MATERIAL (Inches) TREATMENT REQUIRED sheathing stud stud Into stud studs •f fasteners tant metals in Table R905.2.8.2. '1/16" 6D *5 - 5" EDGE / 6" FIELD R905.2.7 Underlayment application.For roof slopes from 0.120 nail 0.120 nail 0,120 nail 0.120 Not two units vertical in 12 units horizontal(17-percent sloe 2. For open valleys,valley lining of two plies of min- 25/52" 8D *5 - 5" EDGE / 6" FIELD 0.0l9` Lap No 1'/2"long 2"long 2"long nail' allowed ( P slope), Brat surface roll roofing,complyingwith ASTM D Without insulation up to four units vertical in 12 units horizontal (33 percentGYPSUM WALL BOARD 5D COOLERS , 5D COOLERS 7" EDGE / 10" FIELD Horizontal 0.120 nail 0.120 nail 0.120 nail 0.120 Not Same as stud slope),underlayment shall be two layers applied in the fol 249,shall be permitted.The bottom layer shall be aluminum 0.024 Lap No 11/2"long 2"long 2"long nail' allowed spacing 1 E inches(457 mm)and the toplayer a minimum lowing manner. Apply a 19-inch (483 mm) strip of Y HARDBOARD SD 8D 6" EDGE / 12" FIELD of 36 inches(914 mm)wide. PARTICLEBOARD PANELS 817 SD 6 EDGE / 12 FIELD With 0.019 LapNo 0.120 nail 0.120 nail 0.120 nail 0.120 0.120 nail underlayment felt parallel with and starting at the eaves,Sas- a insulation 1'/2"long 2'/2"long 2'/2"long nail' I'/2"long tened sufficiently to hold in place.Starting at the cave,apply 3. For closed valleys(valley covered with shingles), Brick veneer 36-inch-wide (914 mm) sheets of underlayment, overlap- valley lining of one ply of smooth roll roofing DIAGONAL BOARD SHEATHING Concrete masonry 2 Section R703 Yes(Note m) See Section R703 and Figure R703.7" ping successive sheets 19 inches (483 mm), and fastened complying with ASTM D 224 Type II or Type III 1"X6" OR I"XS" 2-817 2-IOD PER SUPPORT v veneer sufficiently to hold in place. For roof slopes of four units and at least 36 inches(914 mm)wide or valley lin- b Hardboard'- T 6"panel edges vertical in 12 units horizontal(33-percent slope)or greater, ing as described in Items 1 and 2 above shall be 1"X10" OR WIDER 3-8D 3-IOD PER SUPPORT o Panel siding-vertical /la Note g See 8703.2 Note o Note o Note o Note o Note o 12"inter.sup.' underlayment shall be one layer applied in the following permitted. Specialty underlayment complying manner. Underlayment shall be applied shingle fashion, with ASTM D 1970 may be used in lieu of the lin- FLOOR SHEATHING a Hardboard Siding 7/is Note g See R703.2 Note q Note q Note q Note q Note q Same as stud vertical parallel to and starting from the cave and lapped 2 inches(51 ing material. STRUCTURAL PANELS a spacing `d Hardboard' , 2 Per bearing TABLE 8905.2.8.2 I" OR LESS 817 IOD 6" EDGE / 12" FIELD Lap-siding-horizontal tic Note r Yes Note q Note q Note q Note q Note q VALLEY LINING MATERIAL TABLE R905.7.4 3 " 3 " 0.113 nail 0.113 , WOOD SHINGLE MATERIAL REQUIREMENTS GREATER THAN I" IOD I6D 6" EDGE / 6" FIELD 0.113 nail I/,, 0.113 nail 2/� , Not Same as stud MINIMUM O Steel' 29 gas Lap NO Staple-13/4" Staple-2'/=" Staple�2'/�„ Staple' allowed spacing THICKNESS WEIGHT APPLICABLE DIAGONAL BOARD SHEATHING MATERIAL MINIMUM GRADES GRADING RULES MATERIAL (Inches) GAGE -(Pounds) v Stone veneer 2 Section R703 Yes(Note m) See Section B703 and Figure R703.71i r Wood shingles of 1,2 or 3 Cedar Shake and I"Xe" OR 1"X.5" 2-SD 2-IOD PER SUPPORT EA .M B370, naturally durable wood Shingle Bureau 6d box nail, Cold-rolled copper 0.0216 - 16 oz.per I"XIO" OR HIDER 5-8D 3-IOD PER SUPPORT O 3/,-'/2 Note g Note g 6d box nail 6d box nail 6d box nail box nail' 3/,not 6"panel edge PP nominal square t 8905.7.5 Application.Wood shingles shall be installed ac- * ' Particleboard panels allowed 12"inter.sup. I NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON CENTER AT THE EDGE. ASTM B101, cording to this chapter and the manufacturer's installation IF WALL SHEATHING IS NAILED 5 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR '�° �/, Note g Note g 6d box nail ad box nail Ed box nail box nail' 6d box nail 0.0216 instructions.Wood shingles shall be laid with a side lap not CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE Lead-coated copper nominal - 36 oz.per less than 1'/ inches(38 mm)between joints in courses,and CONNECTORS, SUCH AS SHEAR PLATES , SHALL BE USED TO MAINTAIN THE LOAD PATH. 75 Plywood panel' 3/a Note g Note g 0.099 nail-2" 0.113 nail-2'/2" 0.099 nail-2" 0.113 0.099 6"on edges square foot 2 2 (exterior grade) nail' nail-2 no two joints in any three adjacent courses shall be in direct Q ASTM B370, alignment.Spacing between shingles shall not be less than *2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS 0.120 nail 1'/" 0.120 nail 2" 0.120 nail 2" 0.120 Not Same as stud 0.0162 t 3 SHALL BE PERMITTED TO BE REDUCED TO I-I6D NAIL PER FOOT. a Vinyl siding' 0.035 Lap No Staple-13/4" Staple-21/2" Staple-2'/2" nail' allowed spacing High-yield copper nominal - 12 oz.per /4 inch to /,inch(6.4 mm to 9.5 mm).Weather exposure for v Staple' square foot wood shingles shall not exceed those set in Table R905.7.5. *5 CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, b Fasteners for wood shingles shall be corrosion-resistant CHECK IBC FOR ADDITIONAL REQUIREMENTS. Wood'Rustic,drop 3/,Min Lap No Face nailing up to ASTM B 101, J Shi la "I Average 0.113 6"widths,I nail Lead-coated 0.0162 - perwith a minimum penetration of /2 inch(12.7 mm)into the ,Shiplap n1 " per bearing;E" high-yield copper nominal 12 oz. sheathing. For sheathing less than /2 inch (12.7 mm) in Lap No Fastener penetration into stud-1" nail-2/r square footReV151 OI15:,L[�,".5.06.15: AS PER TOWN OF SO11TF101-D Bevel 7/ Staple-2"2V: widths and over, q thickness,the fasteners shall extend through the sheathing. If2 nails perALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN Aluminum 0.024 - - Wood shingles shall be attached to the roof with two fasten- THE PROPERTY OF THE ARCHITECT ThEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE ,,, BUIL tip 3/is lap No bearing ars per shingle,positioned no more than 3/4 inch(19.1 mm) NOT TO CE USED ON ANY OTHER PROJECT. SUEMISSION OR DISTRICUTION TO MEET OFFICIAL REGULATORY p • ,� Stainless steel 28 - from each edge and no more than 1 inch 25.4 mm above REGUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT 15 NOT TO CE CONSTRUED AS N 6"oc on edges, ( ) ^ PUBLICATION IN DEROGATION OF THE ARCHITECT'S COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. i Fiber cement panel 3 Yes 6d corrosion 6d corrosion 6d corrosion corrosion the exposure line. Section R4 O2 o /u Note t - 12"oc on 26(zinc P ti siding' Note y resistant nail resistant nail resistant nail resistant Intermed.studs Galvanized steel 0.0179 - nail" coated G90) TABLE R905.7.5 T 6d corrosion Zinc alloy 0.027 - - WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE Yes 6a corrosion 6a corrosion 6d corrosion Proposed Addition/Alteration Fiber cement lap siding' /,s Note w Note y resistant nail" resistant nail' resistant nail" - resistant Note x Lead - - 21/2 EXPOSURE(Inches) . • ►�- rail ROOFING LENGTH 3:12 pitch to 4:12 pitch or TABLE R402.2 • For SI: 1 inch=25.4 mm. Painted terns - - 20 MATERIAL (Inches) GRADE <4:12 steeper MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE • a. Based on stud spacing of 16 inches on center.Where studs are spaced 24 inches,siding shall be applied to sheathing approved for that spacing. For SI: 1 inch=25.4 mm, 1 pound=0.454 kg. No. 1 33/4 5 MINIMUM SPECIFIED COMPRESSIVE STRENGTH°(Pc) r4.1:j- b. Nail is a general description and shall be T-head,modified round head,or round head with smooth or deformed shanks. c. Staples shall have a minimum crown width of 7/15-inch outside diameter and be manufactured of minimum No.16 gage wire. 8905.2.8.3 Crickets and Saddles. A cricket.or saddle 16 No.2 31/2 4 Weathering potential d. Nails or staples shall be aluminum,galvanized,or rust-preventive coated and shall be driven into the studs for fiberboard or gypsum backing. shall be installed on the ridge side of any chimney greater TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION Negligible . Moderate Severe II .e S1 en C e e. Aluminum nails shall be used to attach aluminum siding. than 30 inches(762 mm)wide.Cricket or saddle cover- No.3 3 3/2 Basement walls, foundations and other concrete not exposed c • f. Aluminum(0.019 inch)shall be unbacked only when the maximum panel width is 10 inches and the maximum flat area is 8 inches.The tolerance for aluminum ings shall be sheet metal or of the same material as the No. 1 41/4 51/2 to the weather 2,500 2,500 2,500 siding shall be+0.002 inch of the nominal dimension. g Shingles of 5218 Pe co n i c Bay Boulevard g. If boards or panels are applied over sheathing or a weather-resistant membrane,joints need not be treated.Otherwise,vertical joints shall occur at studs and becov- roof covering. naturally durable 18 No.2 4 41/2 Basement slabs and interior slabs on grade,except garage 2,500 2,500 .2,500° floor slabs Laurel N ew York I 1948 erect with battens or be lapped. R905.2.8.4 Sidewall flashing.Flashing against a verti- Wood No.3 31/2 4 1' h. All attachments shall be coated with a corrosion-resistive coating. Basement walls, foundation walls,exterior walls and other i. Shall be of approved type. cal sidewall shall be by the step flashing method. No. 1 53/4 71/2 vertical concrete work exposed to the weather 2,500 3,000d 3,000d j. Three-eighths-inch plywood shall not be applied directly to studs spaced greater than 16 inches on center when long dimension is parallel to studs.One-half-inch R905.2.8.5 Other flashing. Flashing against a vertical 24 No.2 51/2 61/2 Porches,carport slabs and steps exposed to the weather,and 2,500 3,000d'O 3,SOOd,e • plywood shall not be applied directly to studs spaced greater than 24 inches on center.The stud spacing shall not exceed the panel span rating provided by the manu- front wall, as well as soil stack, vent pipe and chimney No.3 5 5'/ garage floor slabs • facturer unless the panels are installed with the face grain perpendicular to studs or over sheathing approved for that stud spacing. flashing, shall be applied accordingto asphalt shingle 2 LPA Architects LLP k. Woodboard sidinsa appliedshall be nailed to horizontalstripsset 24 inches on center.Nails shallpenetrate1.5inchesintostuds,studs g pP P g For Sl: 1 pound per square inch=6.895 kPa. g PP verticallynailing P blocking For SI: 1 inch=25.4 mm. manufacturer's printed instructions. a.At 28 days psi. 1 and wood sheathing combined,or blocking.A weather-resistant membrane shall be installed weatherboard fashion under the vertical siding unless the sidingy P ARCHITECTURE PLANNING boards are lapped or battens are used. R905.7.6 Valley flashing. Roof flashing shall be not less b.See Table R301.2(1)for weathering potential - ,. _ , 1. Hardboard siding shall comply with AHA A135.6. than No.26 a e 0.019 inches 0.48 mm corrosion-resis w w w, I a- I a n s . c o m m.For masonry veneer,a weather-resistant membrane or building paper is not required over water-repellent sheathing materials when a 1-inch air space is provided R905.7 Wood shingles.The installation of wood shingles shall e g [ ( )] c. Concrete in these locations that may be subject to freezing and thawing daring construction shall be air entrained concrete in accordance with Footnoted. P P g g taut sheet metal and shall extend 10 inches(254 mm)from d.Concrete shall be air entrained.Total air content(percent b volume of concrete shall not be less than 5 percent or more than 7 percent. between the veneer and the sheathing.When the 1-inch space is filled with mortar,a weather-resistant membrane or building paper is required over studs or sheath- (P Y ) P P comply with the provisions of this section. the centerline each way for roofs having slopes less than 12 ing. e.See Section R402.2 for minimum cement content. n. Vinyl siding shall comply with ASTM D 3679. R905.7.1 Deck requirements. Wood shingles shall be in- units vertical in 12 units horizontal(100-percent slope),and Lemmen Paul Associates,Architects LLP a o. Minimum shank diameter of 0.092 inch,minimum head diameter of 0.225 inch,and nail length must accommodate sheathing and penetrate framing 1.5 inches. 7inches(178mm)from the centerline each way for slopes 21 Greeley Avenue Sayville, NY 11782 stalled on solid or spaced sheathing.Where spaced sheath- Tel: 631 589 29 14 Fax: 63 1589 6935 :`•°`''i p. When used to resist shear forces,the spacing must be 4 inches at panel edges and 8 inches on interior supports. of 12 units vertical in 12 units horizontal and greater.SCC- in is used,sheathing boards shall not be less than 1-inch b tions of flashing shall have an end la of not less than 4 q. Minimum shank diameter of 0.099 inch,minimum head diameter of 0.240 inch,and nail length must accommodate sheathing and penetrate framing 1.5 inches. g g Y g p Ips-plans•com i � r. Vertical end joints shall occur at studs and shall be covered with°joint cover or shall be caulked. 4-inch(25.4 mm by 102 mm)nominal dimensions and shall inches(102 mm). �"' i��, s. Fiber cement siding shall comply with the requirements of ASTM C 1186. be spaced on centers equal to the weather exposure to coin- t. See Section R703.10.1. cide with the placement of fasteners. • u. Minimum 0.102 inch smooth shank,0.255 inch round head. • 8905.7.7 Label required.Each bundle of shingles shall be v. Minimum 0.099 inch smooth shank,0.250 inch round head. R905.7.1.1 Solid sheathing required. In areas where 9 g UNAUTHORIZED ALTERATION w See Section 8703.10.2. the average daily temperature in January is 25°F(-4°C) identified by a label of an approved grading or inspection OF ANY ITEM ON THIS DOCUMENT 15 A VIOLATION OF x. Face nailing:2 nails at each stud.Concealed nailing:one 11 gage 11/2 gale,roofing nail(0.371 inch head diameter,0.120 inch shank)or 6d galy.box nail at each or less,solid sheathing is required on that portion of the NEW YORK STATE LAIN. stud. roof requiring the application of an ice shield. Issue Date: `r - y. See Section R703.2,Exceptions. z. Minimum nail length must accommodate sheathing and penetrate framing 1.5 inches. R905.7.2 Deck slope.Wood shingles shall be installed on MAY 0 8 2015 / ( t slopes of three units vertical.in 12 units horizontal(25-per- . TABLE R703.5.2 cent slope)or greater. Project Date: MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS'•`'° R905.7.3 Underlayment.In areas where the average daily SEP 2014 (Dimensions an In Inches) temperature in January is 25°F(-4°C)or less,or when Table ( -•�,,F LENGTH EXPOSURE FOR SINGLE COURSE EXPOSURE FOR DOUBLE COURSE R301.2(1)criteria so designates,an ice barrier that consists Scale: Shingles' - of at least two layers of underlayment cemented together or AS NOTED 16 71/2 12' of a self-adhering polymer modified bitumen sheet, shall Project Drawn: Sheet 18 8'/2 14C extend from the cave's edge to a point at least 24 inches(610 24 11'/2 16 mm) inside the exterior wall line of the building. 14028 EPH Shakes' Underlayment shall conform with ASTM D 226,Type I. 18 81/2 14 Job: Check: RC IIII1 24 111/2 18 Exception: Detached accessory structures that contain ' NAPPI KMP - For SI: 1 inch=25.4 mm. no conditioned floor area. - • a. Dimensionsiu0are forxp No.sur I grade. CODE REQUIREMENTS b. A maximum 10-inch exposure is permitted for No.2 grade. c. A maximum 11-inch exposure is permitted for No.2 grade. • • , ° . , Sheet Notes: z • O — . . ...„..... , I SOLID POSTCC • GYPSUM WALL BOARD INSTALLED IN SIMPSON HDU5 \ I i I ACCORDANCE WITH GRAFTER 7 (INTERIOR) zHOEDOWNOUBLOCKING ROD THROUGHD 401j GYPSUM WALL BOARD INSTALLED INEACH BAY HEADERI6D NAIL 0 24 O.G. ACCORDANCE WITH CHAPTER 7XAi, �0 )'\ N JOIST HANGER WOOD STRUCTURAL PANEL I— EACH JOIST 11 I6D NAIL 24" O.G.Z ' 1 INSTALLED IN ACCORDANCE WITH TABLE R602.3.I(I) ),I(. LU X 1110,411/ I� " 11 1, 8D NAIL 0 6" O.G. ON ALL FRAMING E— 11/4 20 GA GALV Zi STRAPPING EACH I\ WOOD STRUCTURAL PANEL MEMBERS AT PANEL EDGES AND 12" O.G. JOIST .Q 8D NAIL ® 6" O.G. INSTALLED IN ACCORDANCE I �� I ON ALL FRAMING MEMBERS NOT AT • 11 i ,- (ALL PANEL EDGES) WITH TABLE R602.5.1(1) PANEL EDGES I ��� \� ,. Cir SD NAIL 0 12" O.G. ON ALL • ...__... .--N- SIMPSON HDU5 FRAMING MEMBERS NOT AT —'�"— z • •° • I tom-O • HOEDOWN PANEL EDGES I I • o SOLID POST (a) OUTSIDE CORNER DETAIL , /(b) INSIDE CORNER DETAIL , 0TYPICAL CANTILEVER HOLDOWN $ HDU (a� CANTILEVER SCALE:1"=1'-0" ®HDU NO SCALE NO SCALE EXTERIOR CORNER FRAMING: 11 SCALE: 1"=1'-0" WFCM 2012 cn LU _ 0 CORNER POST CC CL STU 1/2" BEARING PLATE SIMPSON HDU5 HOLDOWN 5 PSO 2 HURRICANE TIES 12" MIN I _ Connector Schedule • 4- MTS 30 0 16" O.G., PROVIDE MIN • 3OD BOX NAILS 0 EACH END OF SUBFLOOR ! TYP. STUD STRAP L. � A411 MEMBER WIDTH CONNECTOR j1PITO STUD (TYP 0 EACH STUD) SEE FLOOR TO LI I I/2" (2X LUMBER) L55U210 Z1' \ FLOOR DETAIL • Z .! III h < 2 1/2" (WI 40, 60) LSSUH310 I 3 1/2" (V'1 80) LSSU431O �� IF , SEE ARCHITECTURAL SHEETS ' in 5/8" THREADED ROD I F--FLOOR FRAMING I FOR SPECIFIC DIM. E DETAILS I 1/2" (2X LUMBER) THA218 CC I �L _ m 2 I/2" (WI 40, 60) IUT314 II TUSCAN COLUMN 3 1/2" (WI 80) IUT416 ' 1I AS MFG'D BY HB t G i REFER TO THIS SCHEDULE FOR TYPICAL 1 II II CONNECTIONS UNLESS NOTED OTHERWISE. 12" MIN II It 1/2" THREADED ROD Rafter to Wall SEE PLANS FOR ALL OTHER CONNECTIONS. MZ • ill' }• Z III II IS�ATHNGTO BE NAILED TO ALLOW R _ :_\..\12" � tSEE NOTES ATII FOR ALL 1 TO BOX TOP PLATES RIGHT CEILING CONDITIONS Roof (cold frame t II , frame) , SIMPSON HDU5 HOEDOWN 7 II Cl I k) 14 n CNN COUPLER NUT �� k ANCHOR BOLT (SAB) �� �\ CS20 COILED STRAPPING- -WOOD DECKING ' PROVIDE (4) SD COMMON lott 42,, ` 11 SEE ARCHITECTURAL ( 5 / I � NAILS 0 EACH RAFTER. DL,OGKING 4\i'llIi i SHEETS \ N FOR FLOOR TO FLOOR®HOTIDOWN , !� , GONG. STOOP o SCALE: 1"=1'-0" Ill) EXTEND ANCHOR - - MIN. EMBEDMENT CONNECTOR A MTS 20 0 16" O.G., PROVIDE MIN BOLT TRHOUGH BLOCKING r SEE SCHEDULE 5 100 BOX NAILS 0 EACH END OF o VIII OR GIRDER BELOW ` Rid eIlia STRAP INTO STUD (TYP 0 EACH STUD) II =T GRADE GRADE 5, CUT RAFTER TO ALLOW FOR o II i- -MIN. EMBEDMENT ©Rafter to Ridge SH NG TO BE NAILED • -6" AT VAULTED CEILINGS \\` \ OR RIDGE BEAM ONLY ►� ` ►� 0Porch Slab -o I , TYP. DOUBLE-HUNG WINDOW J , OBOX `l %j CONNECTOR B SEE SCHEDULE / �% 6 TYPICAL PORCH HOLDOti -HEADER, II SEE SCHEDULE Roof v \ /�j/ _ ,_ , I , / SCALE: 1 1 0 MIL. \ %// i% ,//// / /� / J jj ; � THREADED ROD, HOEDOWN SYSTEM AS MFG'D BY SIMPSON • 111 = Revisions: �✓.06.1'S1 AS PER TOWN OF 50UTHOLD ,,r / ' // 7/16" STRUCTURAL j/� � �/ WOOD PANEL Q / ;" .% �%� ALL DRAlNINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN Ln / � � MT5 30 0 16" O.G., PROVIDE MIN THE PROPERTY OF THE ARCHITECT. THEY ARE TO 6E USED ONLY WITH RESPECT TO THIS PROJECT AND ARE , /, ////� \, ROOF FRAMING 3-I0D BOX NAILS 0 EACH END OF NOT TO DE USED ON ANY OTHER PROJECT. SLEMISSION OR DISTRIEUTION TO MEET OFFICIAL REGULATORY O 01 //A'o//i/ ^ .111 STRAP INTO STUD (TYP o EACH STUD) REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PRO EGT IS NOT TO 6E CONSTRUED A5 ,v / PUBLICATION IN DEROGATION OF THE ARCHITECT'S COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. • . , • DOUBLE •TOP PLATE Joist to Ledger Rafter to Ledger , //�j/ F-2 1/2" *6 WOOD SCREWS c ` / ':% // P REQ'D CONNECTORS / , /j 0 16 O.G. VERTICALLY TY - /7..,//j b /j ,,, /j j�/j \,,,,, (SEE TABLE R301.2.1.2 ON RG-I) (SEE SHEET RG 1) '� -,///// / x %/ �.;; .//j, .,,// Proposed_ J 7 = J o �. ;X//i /, X CONNECTOR B • Proposed Addition/Alteration \ ��,,// � � SEE SCHEDULE //' /� I1\Fa i .. . ,,,,,, p o _. ;„, ,/ Resi ence \\` r'j/ 2 I/2" 6 WOOD SCREWS ( - - - CRIPPLE \\ / " 5218 Peconic Bay Boulevard ® IS O.C.. . HORIZONTALLY STUDS > ` II (SEE TABLE R301.2.1.2 ON RC-I) 2nd _Floor • ALL SCREWS TO BE SECURED SEE SCHEDULE I it CONNECTO!*hillr ' Laurel, New York 11948 TO FRAME OF WINDOW. PANELS - - - TO BE CUT TO MATCH EXTERIOR - ' FRAME DIMENSIONS. LSTA 21 BOTH ©Joist to Header 0Rafter to Header — LSTA 21 STRAP SIDES > ' — - STORM SHUTTER DETAIL_ EACH SIDE OF • ° LPA Architects LLP / 3� GARAGE HDR HEADER STUDS ? EXTERIOR WALL SHEATHING SCALE: . CONNECTION DETAILS (ARCHITECTURE PLANNING HEADER STUDS ) HDU5 SHEARWALL C w w w. I a - l a n s . c o m HOLDOWN AS „_ ,_ I, �, P P 0520 COILED <> INDICATED ON SCALE: 1 1 0 SHOWN FOR NNECLARITY NOT STRAPPING PLANS CS 20 COILED STRAPPING Lemmen Paul Associates,Architects LLP L < A I6" O.G.VERTIGAL, PROVIDE MIN 21 Greeley Avenue Sayville, NY 11782 NO UPLIFT (-IOD BOX NAILS 0 EACH END OF Tel: 631 589 2914 Fax: 631 589 6935 °`'r HDU5 SHEARWALL CONNECTION STRAP INTO STUD (TYP 0 EACH STUD), si HOEDOWN AS REO'D (SEE DETAIL AT LEFT) Ipa-plans.com INDICATED ON "'• Pi ¢ ¢ 2 MIN. __ ---- �' n PLANS C----IT-- rT= I. O.G 8 8 STEEL FLITCH PLATE(S) I I I '( TERMITE SHIELD OVER O.0 O.0 I I I I �— ' I I 1 I SILL SEALER UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT " SSTBLI6 EACH SIDE Z SSTB 16 (I/2" DIA. 1" MIN EMBEDMENT) W/ 3"X3" 15 A VIOLATION OF OF OPENING t n " _ e I'-4° NEW YORK STATE LAW. 1/2" CASE HARDENED EVERY CORNER y GRADE SQ BEARING PLATES 0 36 O.G. (I STORY) MIN '` '' _ ANCHOR BOLTS SHALL BE LOCATED WITHIN z l it DOLTS WITH SELF I • 0 n 1` LOCKING NUTS 2 AT �' 12" OF EACH PLATE SECTION WITHIN 12" OF Issue Date: 10 X EACH END EACH CORNER. PROVIDE ANCHOR BOLTS 0 MAY 0 8 2015 CII ;!- LINE OF GARAGE EACH SIDE OF CELLAR WINDOWS. ALL ANCHOR __ ` . 2X_ NOMINAL LUMBER FOUNDATION I Y BOLTS TO BE HOT DIPPED GALVANIZED. Project Date: G520 COILED STRAPPINGI G520 COILED STRAPPING /� tl st Floor & Sill SEP 2014 ,..„1:frth{ki'^ ' - ' ', 1/2" CASE HARDENED 1/4"I STEEL BEARING PLATE \/ r BOLTS WITH SELF ,Garage , ,Dwelling � Scale: ' .. :.,-:, LOCKING NUTS AT ELEVATION @ SILL TYPICAL WIND UPLIFT CONNECTION AS NOTED IS" O.G. STAGGERED SOLID WOOD POST 1 1 , SCALE: 1"=1'-0" SCALE: 1"=1'-0" Project# Drawn: Sheet ( )UPLIFT CONNECTIONS @WALL OPENINGS (SEE DETAIL AT LEFT FOR GARAGE CONDITION) AS PER RESIDENTIAL CODE OF NEW YORK STATE REFERENCE: 14028 EPH TYPICAL STEEL FLITCH PLATE @D -2001 EDITION, ANSI AF�PA WFCM-20I2 4 , SCALE: 1/2"=1'-0" SECTION 3.2.2 RC.,,_2 SCALE:1 -0 Job: Check: "_ ' " -ALL STRAPPING TO CONSIST OF MIN. 20 GAUGE 11/4" WIDE NAPPI KMP NOTE: GRADE 55 ASTM A655 STEEL STRAP. -UPLIFT CONNECTION IS REQUIRED AT EACH END OF HEADER AND AT BOTTOM OF HEADER STUDS IN ADDITION TO CONNECTIONS AT WALL STUDS AND AT TOP AND BOTTOM OF CRIPPLES -ALL MODEL NUMBERS INDICATED ON THIS DETAIL REFER. TO "SIMPSON STRONG TIE CONNECTORS" COD E D ETAI LS -ALL CONNECTORS AS MANUFACTURED BY "SIMPSON" • • a t y '31=•'{ P >_P G� O >-_a ce I' ' w In ' 3 E o O GppNS I o N ER�-Y OE 0 R FpRf� , • • p Np1N / $g.'g d FE.q.3'S •n. ,o 3 `�0.6E el /4,� as i.�s LC; • I '41 �O,°G, ,o W a 100 co�,cS\°°e.• a m L,,E:i t\ .ViP / L,J z I eE��O��`�5 in T o 8.5' y O FE.1.4'WS1 4 4* I Cc 0 ectkcc- f(-0- 6 w• -0. cckcPcs- $4P , :4 0 O • 5 • a J U J '1-�' w a 01 O JII • ', x • •2 %)c-c6,4 "i,1• '�P • W J aoO J . 0 ••� M L = 9 •I in I O = . •a �n 3 M 1 TAX ldT 22 ) • O . 2 I •ca Q , 0 = I`' • ro , LC) Oco- I %• ill /• a°o�o°o� 4 ' , a` psa S� z �I cb±,,t` c) ! I ��• > O °� o �° � � o r.-7oorr`) W \b' o 7 . FEB 26 2015 0� �e�� 0. ODS . s1 '0) G c,GO , '\esQ G • „ 0 / `� THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. NO OFFICIAL OF THIS STATE, OR OF ANY CITY, COUNTY, TOWN OR VILLAGE THEREIN, CHARGED WITH THE ENFORCEMENT OF LAWS, ORDINANCES OR REGULATIONS SHALL ACCEPT OR APPROVE ANY PLANS OR SPECIFICATIONS THAT ARE NOT STAMPED. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. SUFFOLK COUNTY TAX MAP DIST: 1000 SECT: 128 BLK: 2 LOT: 22 MAP NO: DATE: I ••,, ,Wallace T. Bryan 7-'''''---...-----;T:;± 1/4":NN.,;�= � ; ,; LOTS Licensed Land Surveyor //,t,--f;-,.�', ��,,,,-, `:�� , i i�,, , Z' d "y..-, ' MAP OF: DESCRIBED PROPERTY MAINTAINING THE RECORDS OF I „wy' *r.;�,''.r �' ` BURTON, BEHRENDT & SMITH " ' %' F h LOCATION: LAUREL • • '�� 559 Middle Road. % i_ ^, ,'w f` A j` TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, STATE OF NEW YORK �- '' - fe ' Bayport, New York 11705 ,1 , . SURVEYED: JUNE 1 9 , 201 4 ` � '� CS .-3 s,�i %' CERTIFIED' TO: RICK NAPPI (631) 472-1770 \5 LAND r% '�� •FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK SAFE HARBOR TITLE AGENCY, LTD. TITLE # SH 1 45897 Fax 472-1771 SCALE : 1 " = 30' FILE NO: 1 4-223