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HomeMy WebLinkAbout39183-Z ou�FOt,I-CpG. Town of Southold 8/20/2015 AN P.O.Box 1179 i kr"' 1 53095 Main Rd `=4401aO� �' Southold,New York 11971 • CERTIFICATE OF OCCUPANCY No: 37731 Date: 8/20/2015 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 4515 Stillwater Ave, Cutchogue SCTM#: 473889 Sec/Block/Lot: 137.-3-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/29/2014 pursuant to which Building Permit No. 39183 dated 9/15/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITION AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Pellegrini,Robert&Pellegrini,Rita of the aforesaid building. • SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39183 12-30-2014 PLUMBERS CERTIFICATION DATED A hed ignat ii gUFEDi TOWN OF SOUTHOLD �% BUILDING DEPARTMENT , TOWN CLERK'S OFFICE ks,o 4, SOUTHOLD, NY =,441 * ,�a V BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39183 Date: 9/15/2014 Permission is hereby granted to: Pellegrini, Robert & Pellegrini, Rita 4515 Stillwater Ave Cutchogue, NY 11935 To: construct alterations & addition to an existing dwelling as applied for At premises located at: 4515 Stillwater Ave, Cutchogue SCTM #473889 Sec/Block/Lot# 137.-3-4 Pursuant to application dated 8/29/2014 and approved by the Building Inspector. To expire on 3/16/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $284.80 CO -ALTERATION TO DWELLING $50.00 Total: $334.80 AvA A__ CA-A-- Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings.property lutes.streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations.a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: I. Accurate survey of property showing all property lines.streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied.the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00;Additions to dwelling$50.00.Alterations to dwelling S50.00. Swimming pool$50.00.Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. August 28, 2014 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 4515 STILLWATER AVENUE CUTCHOGUE House No. Street Hamlet Owner or Owners of Property: - ROBERT PELLEGRINI Suffolk County Tax Map No 1000, Section 137 Block 03 Lot 4 Subdivision (� Filed Map. Lot: 3&\ ICC Permit No. Date of Pennit. Applicant: Samuels & Steelman Architects Health Dept.Approval: N/A Underwriters Approval: Planning Board Approval: N/A Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ fes% pplicant ignature • ' Town Hall Annex A Alig; Telephone(631)765-1802 54375 Main Road ; N Fax(631)765-9502 P.O.Box 1179 : G Q 0 roger.richert(a�town.southold.ny.us Southold,NY 11971-0959 a 1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Pellegrini Address: 4515 Stillwater Ave City: Cutchogue St: NY Zip: 11935 Building Permit#: 39183 Section: 137 Block: 3 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Paul Burns Electric License No: 3897-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors 1 Main Panel NC Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment Notes: Inspector Signature: 2 Date: Dec 30 2014 81-Cert Electncal Compliance Form.xls 3 'pF ft,\ ,* TOWN OF SOUTHOLD BUILDING DEPT. - 765-1802 INSPECTION • [ ] FOUNDATION 1ST [ ] GH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] C ULKIN REMARKS: ....Ltdj . l DATE n INSPECTOR f 37y4:3 ______ /,O�OFSOU,,,,,,,,,ii ,* f +G . /� 'M``vy�`������ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CA 1 ING REMARKS: /44-74/6- eiC- J71-4- ea. i C._ DATE INSPECTOR )id' �hO��,,pF SOUTyolo`, ,s ------ TOWN OF SOUTHOLD BUILDING.-DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 7)- INSPECTOR ' 11��„,4oF SO0, f40„ ' V) k c A �y�OUMY,���' tifCt ,,,•••.I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION, [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: civL� ---OK DATE /7-(5c(/ INSPECTOR • FIELD INSPECiToN REPORT DATE COMMENTS • --D ti FOUNDATION(1ST) - , . ( .k) 44 • • FOUNDATION(2ND) , - .. tzl fo / - , r cr,71-47/4jw-(22" , • I • ROUGH FRAMING&• PLUMBING . • . • • r • . H / i 0 1K ,,/^ii,buti,,,i7-cifiv . tii. et__A If -t 0 . :, . H INSULATION PER N.Y. STATE ENERGY COME • . •. • . . , . ri -" •• • . I-. . .4,r,/it 07.,..1„,' 0:e 2, . , , . .. / . , : /c___, ....,...(.4i--. .4.2_e9.4.4...L.---r. • _...,),....." . ,• , •, . . . , . FINAL , • • . • • ,.• ,,y,..n,}„ ..,fin.,r�. .4.•s....nrw-„p x v.i..rx :a-_ ._. ADDZTIdI�AL CbM11NTS Vayat2ec. (eg' "" ?, `d.4' `ice ' 4K=U0 f2rc s 7 . .---"- -'. .Q,Q:e,cMC. /'/1 ,i- //-7(f-- .4( .7 .. . . 0 . z rn mi T . .. • ., y ' �+ .. . . , . . . . . ,, _ . . . V TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or neui the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. L (( (0 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ?// Storm-Water Assessment Form / Contact; Approved 9//� ,2O/ Mail to: Disapproved a/c Phone: Expiration ,29f Building Inspector Pu AUG 2 9 2014 'PLICATION FOR BUILDING PERMIT Date 6 C ! n , 20 / BLDG DEPT INSTRUCTIONS U TOL°IDI OF SOUTHOLD a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances, building code,housing code,and regulations,and to admit. authorized inspectors on premises and in building for necessary inspections. 1AU ' ' 4/,4 (Sign.ire of applicant or name,if a corporation) 25235 Main Road Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor,electrician, plumber or builder Architect Name of owner of premises ROBERT PELLEGRINI (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whichro osed work will be done: 4515 STILLWATER AVENUEpCUTCHOG.UE House Number Street Hamlet - ''y County Tax Map No. 1000 Section 137 Block 03.,,Xp,*,.op, :.»: =5, Lot 4 Subdivision F7euMap•N'o: ":`"T ;.,111:0,/9''$ A 1931 rm;,tl.:, m ti:!4Ri;i.1 b';1,{�G•C-tni;::),�.,� 1 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY RESIDENCE ' b. Intended use and occupancy SINGLE FAMILY RESIDENCE s, _ 3. Nature of work(check which applicable):New Building Addition Alteration X Repair _Removal Demolition X Other Work (Description) 4. Estimated Cost 60,000 dollars Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front 77 FT 4 Rear 77 FT - Depth 43 FT Height 21 FT Number of Stories Dimensions of same structure with alterations or additions: Front 77 FT ear 77 FT Depth 43 FT Height 21 FT Number of Stories i,k`; 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 151.25 FT Rear 154.5 FT Depth 277.18 FT 10. Date of Purchase Name of Former Owner R -40 I I. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises? YES X NO 14. Names of Owner of�premises ROBERT PELLEGli ess 4515 STILLWATERp�W1 No.734 6346 Name of Architect Tom Samules Address25235 Main Road Phone No 734 5405 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO ' * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) aCOUNTY OF 5O 1 *YI. a tivu is being duly sworn,deposes and says that(s)he is the applicant (Name of individua l Signing contract)�above named, (S)He is the i I WILL F.-ct (Contractor,Agent,Corporate Officer,etc.) • of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this `a 2 day of /l4/ i 4 > lir . 4 4, _ /'ate 41 PO, ,4' Notary Public PATRICIA RICHARDS Signature of Applicant NOTARY PUBLIC,STATE OF NEW YORK NO.01R16042467 QUALIFIED IN SUFFOLK.COUNTY ,,,- COMMISSION EXPIRES MAY 30,20 O ;,�^`a?k$�_ 4`RbSSe'Y.: r;�`. X'te t#4 -4--M"--- 44 k'� ' \ hA. "..-:'\ ,•, 'n,. N, •' 't `"1 �Y• �1 71> .fir ` '' T 3a f' -es' 1' {ry 11 Y�k f t f,syF $'( ,'Its4, A 1 x - i,A, t Jr.. 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JrfISSUED TO:.'ROBERTPELLEGRINta r >f v 'b€ t Fr ?,kt;;F . imakG ;'1,.�tfr,tiS"+ti,;; "Akp �- N� € a `r >,$�',es . " n ` 3 l F,1: t 81 €, € : : €� £� •,1I-4-4,,$),, �'€€esr °„' • ”t •,,Fs $ 41 / d;.# '' :. 'etcikrte . � .�, t ,.T '4 ft 'PROPERTYADDR : 44515WSTILLWATRAUNUEIUUE ' , _t ' 0. .r%orilti✓? i .kr'rJRuy1,' Y - t , y, 7vr , , • , ' 1& ' Ta�.r4 ' �ca a r�iz (�.,2" tt tt 'rk"f . is;<yst; ?s; 1€ Lk?T`" a"" .€61 �Qa r ,i,r.rAa �,'yae2,Sk>�d .:y ¢ fi rk ` /awS ; Yt1 '� lr'': f " ,Ai tr,,,?,' I $t:ioll ".ii ,6°€` 35i? ifrsiip411€ rwEkr .:14h4---;.„. #Fly i,. W..,tlgJ3e :rli(i 4�33 `Y . E'4.,1tr!„diit '7Cti s' iAi.Z .i , lr" :i liiks:yl`:''.r tW.n ,( �f\ - ,AUTHORIZATION x B5 `. (3S f`;'.;-J;241 "'':9nli.r(�9' 1'13.-,A..:,e4$Z.r.i M'fi. 1 ':i's"i( rf.di€lif,,.l«. n I moi"-i,,t : f -pth''ta fi' ''t€ tt & S ' lig r °. r � "'. t'24 1rM $:�r..4.,r3 ;'"k'r fifsfS r,s` n;,'+ :r,L.a 1 ,.4 .F Siaii4Pur-suantto.:tlieiprovisionsjofsCJiapteri2>75,bofth,0,)1:,,-94A- ,C,ode the ownof,Southo).d4andinT ': ' �' ^° '.•accordance with the;Resolution of the'Board of Trustees adoptediat�the,�meeting,held on,July"23,2014,and•in t a' consideration of application'fee in the sumof'S50.00'paid by Samuels&Steelman(Architects and subject'to -..",v4,-- $ 'the Terms•arid,Congitions-as stated'in the Resolution the'Southold Town Board of Trustees authorizes and ' w°' c 4 a ,M s.iS J-0,;ii15 'kt,liadOik at I/4 a Ci"?ii'.?u'€ eri) ' r-'<l ?` ,i..47t;;r ,;+ ` k(; & " --~' permits the,foj ow' g. #' v �, ) a�`.s IT.;as#"(% �Y C'v i i"'. s,1 �£s l } g • tlrf:.u.lirs'Si :$ 10,1 4-'.1 ;i,:s' ;�r°Hinsi iniiM't i';€IT)Wil t; C6f9 e� S6 V r , c w' 3:`'d ~i ;', ts'? ,i �F7s i1rP.. - >Y,lfi€G:.#s k'& l zk': ks'vt'; r>€9's t}4 " =' 1 s:$8.s-s:€as^ W410';3.ku q,CA at , ,r k'iin1:;?. "Nifli ys;"`:'t, a{>'ir,ci t$ 'f !), 'Wetland Permit for the existing two-story 2;250sq.ft:)residence with'°thr'ee attached ,. f iI -"(180sq$ft)cov�ere4-porches-gino;remaain;'existing"glass enctose"d'structure attached;to'residence to , �: 11, Y a `k. 1.w a= At,a,,.a dnsl. .1r,,-,, ; .av'.€s• k,' 9r# radrir�C'�°°c''�?6t€s'j"ati'"� .i�?;t': ,te l € ; •' be removed and;;replaced with,a new wood framed(118sq.ft.)structure with gutters to�leaders to'a'drywell; a Listing•(790sq:ft.)'decks'attached to waterside of residence:to remain and �, � ��� , 'recopstri�gtrin-place=as;re�" uired a+/-13','area'adjacen<ttothe,new:const�uctlon;=existin � ;!_iiiiva:i.1.7,,,;,.: 'f �" �kml,,�`;S€s1,.t�-�,�„y,e ;;�:,�;:s'"�;�..,Sdg't?? �. �i�3 3ai.lrtSFa a*nt°t ..'?-�-i�.�`a�°.,,::,d"s o`�'S:K�`zst��t` l>`i:k.dl;� !€[t.�.�;•e+:,y., :�.Id;.i;i`k � k� �x driveway,parkiing.areas;and 4'wide-walkway-towide krema n;SM1reconstruct m=place existing 4'x24' k '•:'-stairs'and walkway connected to,deck'at-topto a 4'x9'platform.and�•4'r8' -•' .. � stairs deck at.`.bottom'of batik to-,b'`reconstructed to 100 ft.,•existing 4'x43'elevated.wood" , C ,ask..t'-'a(v..tt-$ s,r •1i 1!.a.i,,r ,ki.;:'of batik 4+" k.:z-;,F-,>L n,,,l,4 Buz r'">.ks pct q4i'; ? s'vrn`�tr , ,r-, ° ?-fgt,r k ,, _--' �. ky ,.G -z a k ti ;»� %¢: �j�"`.6c}as !„� 3,�e',° �., 'a� p�°s �' '+�d � '#,o.:,,,,..,;..,.1' -Walkway ie' dmgfie "elevatedAdec =to•3'1�12',adjustable ramp and;6'x207 floa"ting dock are,to , - ' ` , Z,..„.„.,,,,,_,,,,/,,,,,,,,t,,,atii P,,u ,i,z, .€t,,,, ,,,i,t rH t t3•.r rynitt.vt ,€,^e1-6 .:414. -F:?'., $f 'eA ', .° : ,5a ''be:reconstractan=place and aline.of;hay bales.with silt'fen-din Ten -ding, - °¢ i , { *'§;r 71;..:'r. '1 6" £'� i+'s I. .w -ew'➢,C >'4 T,"rt` d”, '-''' 'QV '�' 1a Fa:,,.3, s' 7;'' ' r.R i;z.S,?,Y c,;. 11.s x�_ "� t.t•wa a�,Nst19.,' Via+ -F-I.fs•�Y3^ �x'st„' ��',a ��i�." €.'�.9.��F �u.`r°`. ;?°' '? s+rf45N _ :).:-:_i_.4'.„, = ;cons'truetionalong;top;;ofiaak;''and.as depaetedon the site plan preparedb 'Samuel's'& ',i_'':.h, t, ,! < tsk,. ,3 iz r1 p7 3$':Itt� 3. x.' ,'s-.,1k'. r:�0-a,A, . s d Ki."n a r_ P vi, 3 k. st ns 3„M' sa $` s f a;p.:4;” w fi',ik' e,i i" i f.,ed, , ax f -'>e"'�` . %� ?'F,, . :Steelman Architects,last dated''July 24,2014;and'stamped-approved onr-July_-29 2014 • • , .n6',A "'IN;,WJT IESS+WHEREOF,rthe.said-Board of Trustees-he,eby causes its Corporate''Seal tobe affixed ' aA,E140 and these presen,t47 o be sul scribed by a majority of the s id Board as'of this°date�,kd;-- $"'''',","$ ;.i I 1 ,„_,,,, ..,.7„,, �''0 . 9 1” f�.i .&.r,Si'W �;3t;..?ice,7k T;i:, $3Y z.any kz`':,7 r E,§ x ;{ `" . .•� .7e c ��, e p �•;ru',:,' John'M B/redeme .epr III Absent��. `'~' :.1„a0'4,14s nut,rt '��A tIFF0j�,( 'dfa'-.4.+. ,k,t't„Y d.,+:r+:J`otsa-h ,"az`i r1#i;&4'r� -y,,,a I., !r N,i C,i f r-"A it:i,y41..°,,0.:' ' ice' ' �.„� `, ,.`f' •'!+�t�� if • . }' , . ` i �r- yy 4 p y ( '^l` ' 4'(; {F ,,zo!*& #i-1 &'0 f.,8�+*.3 arg.,i--,',.01� �'�� �t{1':.:' ,✓d.r � ;u'a4.�' ";i 4'"' ( w to-\ ek�.its -,€.y r/! rj' '2 r 1'Y,.k.\'0Il� LP °9�t� '=t$,"�,t�., .?'�".4.. .,, i"t r,f ` ' .., - I j kir'' 4 ak „ € 1 ' • ,'bh.A1 af ,13't. I' i'y4''',-',�yyai`a'd$,'7o -N7 fig. "'- t,ii t 1 �— ' + x 8€ 4'-• ,f 7 a♦ .at,�` kiA{ .,,r'..s rk,5• te £r., i."1 i' -=45 ^_�.:bF✓.rn _ rxa M . �4- , -�1� , sv ,.a,wa,.• , t , �l,,,, rssa� _ ,io, kv . ,x,_ 40:-.grm+ Yrv-Fm,-wx?wss, , m „� n t,ytAy "ra,,,,,,1,8,,,,,,A% , _ , ,` � . l ` , , L"f F_ zC � ✓ ` ''N, mp + ` ,1' �^ �., , ,,... -.1:1-4, _� '„" 't " :. p7 , r � 6J,` , r , ,'�,r ” �r4 • .1 : /, Y ,` ; � , +'N1r ' a%��i ' t/ \‘ U ,a : I/ ,lu � / \ � 1/ fi ., , „ . z / \ � 't;i1/ \ 4 �'` S'=rr '� �SX�kk� P °( z .. ' 1 Y �p'i ��A1.. L �„ ���A� J��? yP^.� m .•� ax ,, ,.,,..,,:z, ,24 ,k•:'.7� x ;' ' r L�- - � °„� ,.' ftp, '•-; Q9/19/2015 11:12 6317656641 SOUTHOLD TRUSTEES F'Acat 151/b4 ' tf SOO --- John John M.Brederneyer. IT1,President; pyp Town Hall Annex Michael J.Domino, 54575 Main Road Vice President * Pte.Box li . James F.King,Trustee u, Southold, 1197-0959 Dove Bergen,Trustee ��� Te1ep IT- 11'.6-1.k 31)765-1892Charles J.Sanders,Trustee ' �' o r ;63� 765-6641 UUNi`l"N�; AUG 2 0 2015 ;OARD OF TOWN TRUSTEES _ 16, , , c.)12' D TOWN OF SOUTHOLD CE TIFICATE OF COMPLIANCE # 1157C •Date: August19..2015 THIS CERTIFIES at the Wetland Permit for the existing two-story(1250 sq.fl.) residence with three attache (180sq.ft.)covered porches to remain; existing glass enclosed structure attached to residence tobe removed and replaced with a new wood fxnmed j118sq.ft) structure with _ Iters to leade s to a i ell' existin_ 790s..ft. decks attached to waterside of residence to remain and r- onstruct in-place as required a+/-13' area adjacent to the new construction;existing driveway,parking areas,and 4'wide walkway to remain: reconstruct in- place existing 4'x24' stairs end walkway connected to deck at top of bank leading to a 4'x9' latfo and 4'x8' stairs•deck at bottom of bank to be reconstructed to 100 sq.ft;existing 4'x43' elevated wood walkway 1-•ding from elevated deck to 3'xl 2' adjustable ramp and 6'x20' floating dock are to be reconstructed in-place;and a line of hay bales with silt fencing to be installed prior to construction along top of bank It 4515 Stillwater Avenue,Cutchogue • uffolk County Tax Map#137-3-4 Conforms to the a plication for a Trustees Permit heretofore filed in this office Dated June 18 2014 pursuant to which Trustees Wetland Permit#8474 Dated July 3,2014,was issued and conforms to all of the requirements and co ditions of the applicable provisions of law. The project for which this certificate is being issued is for Wetland Permit f r the existing two-story(2,250 sq.ft.)residence with three attached (180sq.f3.)covered porches t'o remain; existing glass enclosed structure attached to residence to be removed and replaced with a new wood framed(118su.ft)structure with gutters to leaders to a drywell;existing(790sa.ft)!decks attached to waterside of residence to remain and reconstruct in-place as required a+/-13f aria adjacent to the new construction;existing driveway,parkin areas,and 4' wide walkway jo remain;reconstruct in-pie existing 4'x24' stairs and walkway connected to deck at to. of bank Ieadin to a 4'x9' ,latform and 4'x8' stairs-dec at bottom of bathe to be reconstructed to 100 sq.ft;existing 4'x43'elevated wood walkway leading from elevated deck to 3'x12' ad'astable ram. and 6'x20' floatin.= dock are to be,reco strutted in- 09/19/2015 11:12 6317656641 SOUTHOLD TRUSTEES r- - OL/OL • .lace• and a line of ha bales with silt fencin to be installed 'riot to construction along to. of bank. The certificate is issued to ROBERT PELLEGRINI owner of the aforesaid property. ANNf Authorized Signatur L F New York State Department of Environmental Conservation AlII Division of Environmental Permits, Region 1 SUNY @ Stony Brook MINI 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 • Fax: (631)444-0360 - • Website:www.dec.ny.gov LETTER OF NO JURISDICTION • July 14, 2014 Robert Pellegrini 4515 Stillwater Road ' Cutchogue, NY 1935 Re:' NYSDEC ID #1-4738-04347/00003 4515 Stillwater Ave. Cutchogue, NY 11935 SCTM # 1000-137-03-04 . Dear Mr. Pellegrini: Based on the survey you provided, prepared on June 17, 1999 by John Schnurr, the Department of Environmental Conservation has determined that the portion of the property referenced above shown landward of the "Top of Bank" is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required for project activity proposed landward of the "Top of Bank". Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance.within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the ,, jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. - Please.�note that this letter does not relieve if the ser pons b City,9f obtaining any necessary'permits or approvals from o •er en ies or local municipals s.iSi cerel `.....,...e., . ` iela• e ' . ep y Permit Ad °s , r Scott A. Russell ,.••'' 0-°�u � �TORMWAA7nER - SUPERVISOR : g MANAGEMENT ENT SOUTHOLD TOWN HALL-P.O.Box 1179 %p • 53095 Main Road-SOUTHOLD,NEW YORK 11971 �,/'- Town of Southold S �� ti ,.....Itlaltl{'s,s1 CHAPTER 236 - STORMVVATER MANAGEMENT-WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - DOES THIS PROJECT INVOLVE—2=-0F THE—FOLLOWING: (CHECK ALL THAT APPLY) • Yes No ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. D B. Excavation or filling involving more than 200 cubic yards-of material within any parcel or any contiguous area. ❑ip C. Site preparation on slopes which exceed 10 feet vertical rise to . 100 feet of horizontal distance. • ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. � ❑ E. Site preparation within the .one-hundred--year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square . feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes • in-kind replacement of impervious surfaces. * If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a_completed Check List Form to the Building Department with your Building Permit Application. - -- — -- —= ---- -- -- S.C .M- #- 1000 Date APPLICANT: (Property Owner,Design Professional.Agent,Contractor,Other) District gNAME ;./ r 01, atn 1 — Section Block It ISgtivrJ ilf - gym'' FOR BUILDING DEPARTMENT USE ONLY' - Contact lnformauore �JA\�4,,S7rsiwifv- Reviewed By: Date Property Address / Location of Construction Work: fi / �� f Approved for processing Building Permit_ !j i Stormwater Management Control Plan Not Required- ' __,` de/ — A J Stormwater Management Control Plan is Required- (Forward to Engineering Department for Review) FORM A SMCP-TOS MAY 2014 APPLICANT: S.C.T:M.'" 1000 r••r•', •• CHAPTER 236 (Property Owner,Design Professional,Agent,Controctoe,Other)1 •••••fit = ^o.Tf^ 4 •�' ' l/ 6``? °' Stormwater Management Control Plan CHECK LIST NAME:9-I/ _%/ -- - .0..f section tock _ l dt '. —4, SMCP -Plan Requirements: Provide ONE copy of the Building Permit Application. Pleat P` Date: `$ pP provideCompleteExplanation. >]c Thea !!cant must a and/or Reason for not providing / °.1I I' 2 all Information that has been Required by the following Checklist! ire "ph.. umeen i r.r..r t "` I. A Site Plan drawn.to scale Not Less that 60'to the inch MUST 1 NO 1NA' If You answered No or NA to any Item, Please Provide Justification Herei show all of the following items: If you need additional room for explanations, Please Provide additional Paper _ a. Location & Description of Property Boundaries- , _. b. Total Site Acreage. -, -1 . c. Existing- Natural & Man Made Features within 500 L.F. of the Site Boundary as re•uired by§2s6-17tc)(2). d. Test Hole Data Indicating Soli Character(stics&Depth to Ground Water. ..%.�_' allIFAI e• Limits of Clearing•& Area of Proposed Land Disturbance. ` • ( • } f. Existing & Proposed Contours of ithe Site (Minimum 2'Intervals) ``11.; g. Location of all existing & proposd structures, roads, driveways, sidewalks, drainage l l provements& utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. I - I 1-- I. Location of proposed Swimming!Pool and discharge.ring, 111.' i► _ _ j. Location of proposed Soil Stockpile Area(s). 01‘11111111111 , k. Location of proposed Construction Entrance/Staging Area(s). _, j-i�_ I. Location of proposed concrete washout area(s). . . �!�I0 M. Location of all proposed erosion&sedl ent control measures, a_ _ ;i _"- _ 2. Stormwater Management Control Plan mu include Calculations showing _ that the stormwater improvements are size. to capture,store,and infiltrate ' on-site the run-off from all Impervious su •aces generated by a two(2")inch 1; _ -- --- �I ' rainfall/storm event. . 3. Details&Sectional Drawings for stormwater mottoes are required for approval. Items requiring details shall includ but not be limited to: a. Erosion& Sediment Controls, ►0i11.11.00• b. Construction Entrance &Site 1 cess. . !min— _ y c. Inlet Drainage Structures (e.g.ca ch basins,trench drains,etc) L .0�� _ . d. Leachin: Structures (e.•.inftltrati n basins,swales,etc.) = � .. :�.•... FOR ENGINEERING DEPARTMENT USE-ONLY* *M . . :. ...: � �.ww_. ..1.7.-.=•.=.• �_._ ....._._ III Additional Information is Required. Reviewed & • I Stormwater Management Control Plan is Not Complete. Approved By: Stormwater Management Control Plan is Complete. Date: l SMCP has been approved by the Engineering Department. . I. . . (NORM A SWCP Check List -TOS MAY 2014 III ,�i�moo!" �t • 1 Town Hall Annex • - Telephone(631)765-1802 _ 54375 Main Roadca b�aacc(631)765- 5Q P.O.Box 1179 Q �� roger.nchef(q rownsoutno .ny.us Southold,NY 11971-0959 �O,�1 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION . - • REQUESTED BY: 36S. ao ,,,,,0 Date: /e/g/ Company Name: 1�o� t g�rAAS 67 ,-11-r-,--c.4.,1 i t l,.,J /n,• . Name: - FZ.3 ( GC,.r^-3 d .�- . - License No.: :3(5'97—1-4---e Address: P ,3 )c) 1 (di /J>f• Phone No.: . 6.3/—3G 5-,(-2 3 S JOBSITE INFORMATION: (*Indicates required information) *Name: 5 ,--/- P-f(€- rici r *Address: �-/ 5.-/ 5- 7; I/,v t- 4 i — �'�,-i (,-66,.._. *Cross Street: (7_._v-,4..) s IN. ��y_ e `Phone No.: Permit No.: 39 1 )-j Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Col"r--- SFit i (2 ,5,4,1 . (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do you need a Temp Certificate: YES/ Temp Information(If needed) ' *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAVEMENT DUE-WITH APPLICATION 5 <<I « IVIs1111 Ii i! IlUJI n ) Oo • l�� NOV OV t8 2014 1, 82-Request for Inspection Form I BLDG DEFT Vj 6jt u • TO'JIOF SCUHOLD _ 1/4 CONSENT TO INSPECTION ROBERT PELLEGRINI , the undersigned, do(es) hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owner(s) of the premises in the Town of Southold, located at 4515 STILLWATER AVENUE CUTCHOGUE which is shown and designated on the Suffolk County Tax Map as District 1000, Section 137 , Block 03 , Lot 4 That the undersigned (has) (have)filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: RENOVATIONS TO AN EXISTING RESIDENCE That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. , Date' . `/ / IPA J� (Signature) ROBERT PELLEGRINI 16'14 Pri-2-FS-4//111 (Signature) (Print Name) ' ��' ti o Town Hall Annex 4 * , Telephone(631)765-1802 54375 Main Road %; y Fax Fax(631)765-9502 P.O.Box 1179 • fly 4% • Southold,NY 11971-0959 = COUNTY, , '' December 22, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Robert Pellegrini 4515 Stillwater Ave Cutchogue, NY 11935 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Ap cation for Certificate of Occupancy. (Enclosed) _ N��e Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. iPlumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39183 —Alterations/Addition 1 �'� t� ; b TOWN OF S.• UTHOLD PROPERTY RECORD CARD OWNER STREET Li5L5 VILLAGE DISTRICT SUB. LOT 4:7;2'0: 9.:(1-4-' a � �^�\A Pt j1ke ( trn=� � � �lr� � ( . � E Q ;5) if /c.2 h6401 FORMER OWNER N E ACREAGE i 7 7A.G Jv._cx)562:), Pock--�r-4-<:�1..t 4 / S W TYPE OF BUILDING RES. 2/6 SEAS. VL. FARM COMM. -IND. CB. MISC. Est. Mkt. Value `, �" Co 41- .51. <4,-"6 Pq LAND IMP. TOTAL DATE REMARKS /; /t( s%/c►� j 6" , u,.>e N„.„,,r:� -)-© Go - ,4„ /D © 2 4 4 0 .-/D D 0 v ilz7-/e4 T1 1, . n ; 1-677 - �C AO1) < tu cfY 00�,--- Z 7 0 © 2/ a o 25 6 7 G a , // it/3 /7 7f r'?4- 1.-.(34,09/ --C 49 7 c/ ca -1.--1-r -1.-- Psi (rte. z-i hi t - V-3-'?CJ, C) UC7 2-`7 or-, `eYnc.a, 1 CDS 17 .cox___-,,, (...s,/8"C‘/' c Sli , '/ 3/ac>1 BCS B? °'l 4�82_ r4c30 cn v..) 'rn G =`a . ((mac o —I— '7ou GG'oo / 1l ) -2-c)c, / -//`' • / 07 / 2 0-1' / 0, 9 c-0 /3 G O-0 V 9 2-D tF AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE - FRONTAGE ON WATER f,"'--d / a / ;a 7-0--t, Farm Acre Value Per Acre Value FRONTAGE ON ROAD �” • - J J , Tillable 1 BULKHEAD Tillable 2 -DOCK Tillable, 3 n'e,P V V ) 2 d E^ Woodland Swampland Brushland ' ' House Plot L-- -- 2 Total )• , . ...-- • . . , .. ------ 4 r "°,,,,.: .f)4'7-eV 4:214"0 Z r'la' ',1\ -4'-'', , ? .ji ,,,:•..'").,,ii4 W A. -1 la.-- L 1 . — .''''/q,c,. .0) ,0....„ „, , ,, 7, ", 'is, , •• ,*,t '• IIVA ' :',•*.5'''''',,' . 1,','4.":-• ..,,-,' ''!•,* , ' '1 K '''. • V 1/ ' te i 1.-:.-",-1 i 400 .,.. i--., r‘f 4;••:1•.1 •\ li•.•.1 ' • "4•••4 I' • I A ,..,.„ . ,...,... 4 57:. r,.. „,,.,.„,,..„ .„, , . . ., ,:.,, .t - •, ' -. ''''' v •', ); . 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'oi`i'4: -f...,f4.., eit,541.44.° I 1Z4"4.'0" 1.• It ?lux. , ,••,.._g.„.:.,„. ,5,-,;-...!,..,,s„, '„6,,,,.-.1,,•.".4--,,,,,..-:, ,.,„„4-01- .-16,,,,mati-x,,,i„-i....., ..-..,-,-ski ..,.... .t . is .. ,..4' . - , io'vrt., -E4.' r:„. .. •• -- 4;,,,,,.. , ,..,4;:44.,,,,e.- ,,,,,,..„.--.;,-,..,z----p-44-4,.... k 1,.,...,-..,,c..,''.1, -• -1.,...•;:,.. •,f. ;;,....,,,,,,- I I it '- ! . . ,- .•.-.,,'.--'-14._...„:„*L4i...klt:.- ..--:: -••••.,..---•"*"-. - --' •21.._,...'' .4, ti -, '- , 1.7 1... T- ,17.411, 16' , , 1 Lij_i_.: 1 i _ . .;,, i.,,iiL,„:„. ....,,,,,...:r.r,;:lft.sy' '/''' ••,;,.are,,,,z•••-,1•••*,-,„-s4".....,‘-••,re,'4.*,•••••• •ii-•i• •••''• •4 ' • z i.dr , ••,,,,,rr-4-,. • 4.,,,,;,,I.,?.?...,„..--,......, •,,4•9a.. - -, •4......e_ 1,- •• ,. , 1 1 • 11 '1' _' , ,, ,..„......„ , _ . , • i . ,. .. I Foundation . ., . . , 'I - - fr r-: 1.. i _ Bath / 1 e• 8 • - . r.... „. 7r _ - --- - 11•'..-,.E,E,z,\''-,..._.45xx_-.; 3---t-n— I8 G e 5 8 ... Basement ..,_ ti..40.}e cr4itIt—, Floors - ' sio I . . 32ge‘471 Ext. Walls 3Interior Finish 1,-. - = 7 ' 'Extension \\ \s 1 • . r Fire Place Heat - ,_ 8.rse>s•,-.l.1"-;., -. 1 Roof Type , 1 ... _s-/,,t)-',/ . . =l!`-- • -77,2.6 _.. - ,d-1 Rooms 1st Floor L . .-le.e.A.--6°•- '' Porch I Porch _ . , •,-, 1,5%,„...ttCa = a'.c,L' ' 1.4(.. , , ..,6-6 7 Of / - Rooms-2nd Floor Goea Patio r_Brdezeway, Dormer , , ,- ,,,• 1 „ -i' 3# . *.-.„? q .._-_. ,F)4:. 3 ,S.„.„,..k.''' 2.,,:,,‘ ‘2„.../Driveway i / 10. B. :•• -, fe - ,.. il'Cte r k 4 ' .....! c:.,- 1 1 , '-• . , - - . ... „. . 1 . „ ..-.,--• . ,, • - _ • -6' , (".': . . .- i 0„,-, -,...I..C.,:_-•----).'-', .,,* - --- ” --,..i- , '11' , •„ . c'..,-. „. ., ,/,.... REScheck Software Version 4.5.0 Compliance Certificate OF NEW �� YOB' . O� F \ Project Pellegrini Residence I ',�.;,n.; vrri�.<(f) , I Energy Code: 2010 New York Energy Conservation IUi �._� r Location: Suffolk County, New York ` �!`" ! Construction Type: Single-family \'PSC' 018350 \4' / Project Type: Addition - 4STFRED ARG / Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4515 Stillwater Avenue Robert Pellegrin Tom Samuels Cutchogue, NY 11935 4515 Stillwater Avenue Samuels and Steelman Architects Cutchogue, NY 11935 25235 Main Road Cutchogue, NY 11935 631 734 6405 tom@samuelsandsteelman.com Compliance: Passes using UA trade-off . Compliance. 29.1%Better Than Code Maximum UA 55 Your UA: 39 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Glazing Assembly or Cavity Cont, or Door UA Perimeter R-Value R-Value U-Factor Floor 1:All-Wood joist/Truss:Over Unconditioned Space 118 19.0 7.0 0.035 4 Ceiling 1: Flat Ceiling or Scissor Truss 118 30.0 7.0 0.028 3 Wall 1: Wood Frame, 16"o.c. 99 19.0 2.2 0.052 3 Door 1: Glass 41 0.300 12 Wall 2:Wood Frame, 16" o.c.' 104 19.0 7.0 0.041 3 Window 1:Wood FrameDouble Pane with Low-E 33 0.300 10 Wall 3:Wood Frame, 16" o.c. 99 19.0 7.0 0.041 4 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.�5..�0�and �too(comply with the mandatory requirements listed in the RES1--6-144,., 6-14 hec InspectionaAChec list ` ea r ci,41 vv`e,,64 172(1 YNal'ne-Title fZ Signature Project Title: Pellegrini Residence Report date: 07/28/14 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Pellegrini\Energy Page 1 of 1 Calculation.rck • LOT COVERAGE TABLE DRAINAGE CALCULATIONS T • SITE AREA TOTAL: 31;164 sf AREA OF NEW ROOF DW SCTM # 1000-137-03-4 DRY WELL AREA x RAINFALL x RUNOFF FACTOR STRUCTURES EXISTING PERCENTAGE PROPERTY: 4515 STILLWATER AVENUE (DW) IIS SF x (2/12 FT.) x 1.0 = 11.6 CU. FT. CUTCHOGUE, NY 11935 HOUSE: 2,250 sf 1.03% USE: (I) 8' DIAMETER x 4' HIGH POOL ROBERT PELLEGRINI RECONSTRUCTION (I) 4' X 8' STORM DRAIN RING = 16a GU. FT. OWNER: 4515 STILLWATER AVENUE OF HOUSE: 118 sf 0.31% PROVIDED REQUIRED CUTCHOGUE, NY 11935 COVERED PORCH: 178 sf 0.55% I6a CU. FT. > 1.1.6 CU. FT. GARAGE: 821 sf 2.58% SITE: 31,964 SQ. FT. = 0.733 AC. DECKS: 1,222 sf 3.82 AREA WALKWAY: 145 sf 0.45% ZONING: R-40 WW TOTAL: 4,141 sf 14.83% FLOOD: ZONE "X" ZONEill IX 03 SURVEYOR: YOUNG & YOUNG, LAND SURVEYORS 0 400 OSTRANDER AVENUE > RIVERHEAD NY 11901 Z LIMITS OF CLEARING 4 AREA 0 DATED: JUNE 22, 1999 W PROPOSED LAND DISTURBANCE XISTING VEGETATED Lll miss EXISTING GLASS ENCLOSED STRUCTURE SLOPE LOC I O ~ c:1 TO BE REMOVED AND REPLACED WITH A 3.16 ILI LAND NOW OR FORMERLY. NEW WOOD FRAMED STRUCTURE, IIS SF \ 0C1) i Herbert R. Plimpton TEMPORARY EROSION CONTROL MEASURE ? Q 16.02+ former) Pem leton \ et (formerly p ) PROPOSED HAY BALES 4 SILT FENCE ''\�''� ---.�� \..., \/ L1J+ 6.68 N 64'38'00" E DURING CONSTRUCTION SEE DETAIL I-2mazon \ \ _ D \ Q = 16 14 12 Ip 8 6 4 .� � I 90 7167.53' I. �� \ \ SOIL STOCKPILE AREAmem O • ,• . • Z 0 TIE LINE ALONG D O XISTING SITE \ \ ? , D . NEW DRYWELL (8 D I A x 4 HT I S \ \ \ APPROXIMATE HIGH \ O O CONSTRUCTION FOR ROOF RUNOFF FROM NEW --• �-o \ \ \ WATER MARK AS �O O +'f° / ENTRANCE STRUCTURE O \ .� Q (1111D \ fi \ LOCATED ON 06/03/a� STILL WA TER CONSTRUCTION 95 • .. -,� \ \ \ �� 0 111 p ,� \�(� STAGING AREA AND :. : \ �- '� 'C \\ Z am j 0 AVENUE o \ PROFOSEDCONCRETE : ..•. - \ \ _ ,..-, :-- , "-, , ., ,,7, WASHOUT AREA .-. .....:,:,.s.. -1:::--..:•1.:::•...‘ .. ..' . *,.L414440.1 . \ \ \ \ LLI 1.-- o V 411 -4441 \ 0 :.. \ •;.•'5X)ST I N .....----'ls-.-.....-' ,• •_TARKINCS , • -< / �� �.�► EXISTING F3� _� ~ ` :: . ���•�i!�•� 01114A\ \ \ .33 4j F I TING F O s FLOATIN `' DV ���•��• \ �a �0 DOCK AND WOOD RAMP . , a°{ r m1 R, P- •y. • .'. „ i .:.•� - s, SIO ,*---�` 18 �\ .. C�''.';�o9S a '.' /IL DIN . 14. 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REPAIRS ���� l �o NOTIN x IFY r ray, F Y Bl. • 1 -- AT REBUILT 65 1��2 8 1/4 N • C:P, TFr 7 \ \ 1 FOUNDf�' :� ,fit_-I) 0, '� >_s::- N. r POLI ._,.,_ E XISTING• , . J% � N FR,,L,,,• I N DECK XIS...," \ T 15.94 ..:.......:::::.:.......:..........:= _:: \ fro 1 1 I Z - ---- REBUILT 5 LT ATI005 � % • FMA�C CAULKING . - - - � 3 INSULA cs TION 1-7,:'1,1r,-,-4 - - , FINAL CO . _�E TRI A I C C L F { G �, �� MUST BE CC �� � -' '�� OF I O E • �• .•. -- -:::_::_:--:_._::-:--:_:---::::.:::::::..::::.:.:.:::ELS.::=+2Q.f5..;::.: ,__... Ir<<.: �' :2)H,',11 �,-� � w P,.��T THE Y ALL CONT l SR P . ... ... • :.,...:.....:....::.:.. . �� OF NEW r P q ORT � ,._. ON Eh`' DEQ ••... . _ _- � ::.::-::::::::.:.::::.:-.;:::-;:.;:::;:._:::,.::.:".:.,_............ ......._._...__._.".. ._....................."............. �� ..,ISLE FOR O� � G • :, , ; �` I BEYOND z • .. \ ERRORS. 'k ..-. • • .. aro N esi 0 i • , •. ••. Y ••• •. - : :�_ � �.::: ..:..� :::::-� :: EX 1571 N� .. , ..: t .I .: 4.46 O 1 \ I k \ 'IL- . .. • .i _._:.__:::__:_.,_:::.:_.:: _:.:__.:::- TO BE REMOVED .:...::.:: .. MAXX 16 62 ^•�RI.I�EWAY �' , m. . . . . . . . . . . . . • • • ) 4,01835O 14• .1l �. 10 �.. , I XISTING STAIRS _ I 0.25 v Vi �r • , °4 ♦ iOBER N.57EX15T1NC� ��► ♦ N EPAIRED CT 1401 ♦v O ♦ Or REBUILT T / L u'l SLOPE UT •.• . . .. • :: .. , \t \ XISTING VEGETATED .. . ;, .< .. . . • _-.. _.._... DRAWN BY. • .:.:. ....... ...:.:.::: 1 i 1• \ ,. . :. : ,, CHECKS .. ..:.. .:...:.::....:...:.. 1 ........ .......... • TS _ 17.49 - ..._.. ..... .. ... :.....:...:..::............ , XISTING - ............... ........ ..: . . ATE. XI T __ .....::::......... � 1 ENTRY i ` 7 / 28 ... ......:... / 14 ........... • • • WALK 13. :....: : : •r . N � 1 `� TIE LINE SCALE: ..EXtST'I�ie. ' , = \ t , q ALONG APPROXIMATE H 1" - 10 - 0 :3ARKtfi�tG-. , .. 18. +� i I �3• IGH / I • . , :. SHEET TI ..�: '` :AREA • . - .•.,:• -_ IS — _ I .5 WATER MARK AS TLE. caq O ...... ................................ ....... LOCATED ON /O / ........................:..::............................ / // / ,,::.,,:,_,...,:..,::::„.,.„:„:.:..:,.,„:„....:„..,,:„,„„::,-,„„„,„:„:„,:::„:„..,,,:,:„,:::„--- \ - SITE PLAN\ \ & \ r., / / �� -- / / / \\ \\ \\\ \ / \ \ \ \ 0.45 -. -� S 62'17'00" 277.18' 14 12 10 8 6 4 16 SHEET NO: LAND NOW OR FORMERLY: EXISTING Walter M. Wilm Deborah M. WiIm DRIVEWAY N RETAIN �z� t Pini " . T t.,, C1FF • V ,, ,I IIITE F.., LA 4 .. . �. I ,....._ SCALE: 1 " = 10'-0" . BUILDING PERMIT GENERAL STORMWATER POLLUTION PREVENTION NOTES PERMANENT STORM WATER RUNOFF CONTROL MEASURE SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE Development activities for this project will consist of: LLI ,.,. 1. Installation of temporary erosion control measures (silt fence barriers), see detail 1-SP2 2. Clearing of landscaping in areas shown on Site Plan V Q 3. Demolition of the existing glass enclosed structure and associated building components Cl) >" 4. Excavation for repair or replacement of the existing building foundation (+/- 3 ft below finished grade) Z 5. Repair or replacement of portions of the existing building foundation 0UJ W 6. Installation of new landscaping plants, lawns as required Z 7. Removal of the temporary erosion control measures — 0 - C SITE DATA Cl)0 Site Area: 31,964 SQ. FT. = 0.733 AC. Q Receiving Waters: Eugene Creek LU0 Contractor N/A Z W POLLUTION CONTROL MEASURES Q In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment Y1,z 0 control measures including, but not limited to, the following shall be employed during construction: 0.‘ I— De WIRE FENCE IN/ FILTER CLOTH A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall BOUND HAYBALE remain undisturbed. Q (m9 B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are > SI ai SURFACE exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded 0 FILTER CLOTH MIN. DRAINAGE FLOW and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in Z 0 6" BELOW GRADE !11 accordance with the soil conversation service recommendations. W - � �� • C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are Cemei i // ` ` � \/ completed, or if construciton on an area is suspended, the area shall be seeded immediately. Lil E" METAL WIRE FENCE W/ FILTER a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. O. U CLOTH AND METAL POSTS 10' b. Soil Amendments 0 SPACING 1. Lime to ph 6.0 ,, MAX—� : '' 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) j� ANGLE STAKE INTO c. Seed Mixtures �1 / PREVIOUS BALE 1. Temporary seedlings 0 a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) �� • SURFACE DRAINAGE FLOW b. Certified "Aroostook"winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in 44 .e, ./ October/November. 2" REBAR,STEEL PICKETS OR .. . t tt® ,t � 2" X 2" STAKES I-I/2" - 2" IN 2. Permanent seedlings - See Landscaping plans D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from « � i GROUND DRIVE FLUSH i'V/ TOP cleared slopes. b� �„ / OF BALES E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or pul lic roads or drainage systems. 14 Z• BOUND HAYBALES (ABUT TO Y Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until N a' n 1- SW ADJOINING BALE TIGHTLY) construction is complete. -1 g, G ; � ►' a o HALEBALE TO BE EMBEDDED INTO F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The w 6 z SOIL MINIMUM OF 4" AND BINDINGS construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be t PLACED HORIZONTALLY removed or cleaned on a daily basis. w• r4 ;iin G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be 2 w. a N2 WRAP SILT FENCE UNDER HAYBALE protected from sediment buildup through the use of appropriate inlet protection. < F. P AND DRIVE STAKE THROUGH. H. Appropriate means shall be used to control dust during construction. I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be y y' TEMPORARY STORM WATER cleaned and flushed as necessary. RUNOFF CONTROL MEASURE J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance ,I EROSION & SEDIMENT CONTROL DETAILS measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of NO SCALE sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and s OF Nw - toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as es c. sq�G.p, shown on Site Plan alongwith theplacement of dumpsters to control the buildupof debris. The contractor shall periodically * "� '' ' ' * 0 P t ( , j, ji) clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. , < ) �/8350A The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to '. _, fr the Engineer/Architect for revision of the SWPPP where appropriate. !�� ' �r ' ` PROJECT NO: DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE 1401 Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete DRAWN BY. UT septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and CHECKED BY: siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor TS paving materials. DATE: Waste materials shall include demolition materials from the existing building structure, unused building materials and products, 7 / 28 / 14 trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will be temporarily SCALE: stored and dumpster shall be emptied weekly by a private carting company. NTS SHEET TITLE: SWPPP DETAILS & NOTES SHEET NO: 2 BUILDING PERMIT ____ ........ STRUCTURAL REVIElAi BY STEVE MARESCA PE WIND-BORNE DEBRIS PROTECTION FOR OPENINGS T rE 5 Em , FOR MALL OPENING PROTECT ON OF 120 MPH 3-SECOND TAI ND GUSTS 155-0-7 V�IEST MONTAUIG }-�I GHY�IAY, HAMPTON BAYS, NY 11°146 ( MAXI MUM MEAN ROOF HE I GHT: 33) SIMPSON LSTA - 20 GAGE PHONE 651 128 cI480 RIDGE STRAP - ALL ROOF RAFTERS . - �. USE/OCCUPANCY • , �� "" EACH RAFTER '�'"°F� CLASSIFICATION DESIGN CRITERIA. 1 ICE SHIELD UNDERLAYMENTS 1 NGLE FAMILY RES I DENT I AL SHUTTER ASSEMBLY 1 REQuiRED - 24• FROMEDGE DESIGN IN ACCORDANCE WITH AMERICAN N.T.S. ,a' - FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: 0 < 4'O WIDE SPAN CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE 23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1 \ HEIGHT PRESCRIPTIVE METHOD (OVERLAP AROUND OPENINGS 4") I I • 1I HURRICANET POSITION CLIP USE OF 33'-O" MAXIMUM ASSEMBLY: 1-- I `�. SIMPSON H3 GROUND SNOW LOAD - 45 PSF. LLI ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ •I I ` FIRST LEVEL - 40 PSE. L.L. cc #10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL I 1 LIVING AREAS - 40 PSE. L.L. 0 0 WOOD SCREW I6" O.G. SIMPSON H2 HURRICANE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I ►, BEDROOMS - 30 PSE. L.L. 1 ° CLIP NAILED. FROM I � ' Cl) '••� #I0 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) I I RAFTER TO STUD. - FIRE AREA WIND SPEED - 120 MPH MACHINE BOLT ® 12" O.G. �-' 1 TYPICAL5 - s AILS EACALL H Z I� � RESIDENCE: SEISMIC DESIGN CATEGORY - B O W a _ WEATHERING - SEVERE . 0.... Z I a - E'P, �TO TOP OF PLYWOODTOPROVIDE 8d COMMON FROST LINE DEPTH - 36" ~ CI" I PLATE. NAILS 0 4' O.G. AT fa 1EXTERIOR EDGE OF ALL TERMITE - MODERATE TO HEAVYammo 4i •'' SHEATHIN5. o (0 • TYPE OF CONSTRUCTION DECAY - SLIGHT ICE SHIELD UNDERLAYMENT REQUIRED - YES Q 1In � CONVENT'ONAL LIGHT FRAME 1A1001:70 I i . CONSTRUCTION Z W I, I� 1 ?E ,, LTIPLE SECTION ASSEMBLY: • • Fmimus I I - 1 I I I % 1/4" THICK BOLTS a 2' OG MIMI I Zoe I , GENERAL NOTES i- O Ij--- �°� I I. ALL G �RAK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY 1 1 i NCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE I I I I I I PLYWOOD SHEATHING BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. Q (.9 1 I , I I i I TO OVER LAP Box CONSERVATION GODS, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN W 101-- 11 oJ•' BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY O LL1 m 1 I II .�� ill MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. 1I II I 1 I I 1 1S1/2"WIDE 20 GAGE 5. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL Z 0 - I I I , 1 I , • METAL STRAP 1148` OG. CHANGES PRIOR TO AND DURING CONSTRUCTION. W 1,� • let lot- LARCH STRUCTURAL GRADE #2 OR BETTER. _ 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL I . ELECTRICAL AND MECHANICAL COMPONENTS TO BE 0 i DESIGNED AND SPECIFIED BY OTHERS. S H U TT E R AS S E M S LY I 11 11 DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL ILI I- 1 2 x 6 1116' O.G. PLATE N.T.S. 11 I 1 1 1 STUDS PARTITIONS, EXCEPT AS NOTED ON DRAWING. 17. ALL STRUCTURAL STEEL TO BE ASTM A56 WITH ONE Om m 1 .. I I . 1I , 0 FOR PANEL SPANS:4' OR WIDER SPAN I• ot 11- 1dl 5 BLROOR BEAMS.SPACING NOT TO EXCEED E PROVIDED FOR ALL 18.0 FT.STS ND 325 BOTS, 3/4'" DIAMETER. STENERS TO BE ASTM 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1 I I I b. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND I I 1 I VERIFIED BY CONTRACTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENINGS 4") WRAP + NAIL STRAP 2x4 STRONG-BACKS ® 24" OC 1J. 1.1_, AROUND SILL PLATE - NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. ASSEMBLY: 1 1 1 I • AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL I . DO NOT BACKFILL AGAINST FOUNDATION WALLS I I SI ON MST27 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. I). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) GALVINIZED OR IIf 1/2" WIDE - 20 6A6E METAL STRAP 045" OC. THAN 5%. CONTRACTOR SHALL VERIFY THAT 1 THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW a 12 O.G. 1� AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ ►==-a NAIL SHEATHING TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO c15%bd #10x3" (w/ WASHERS) GALVANIZED Oil STAINLESS •STEEL •• .• s1 WOOD SCREW ® 16" O.G. PC-171,3;� NAILS 0 4" O.G. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. i •#I 1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND .f, ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR ,t.=1:'.;.• •.. . x 6 SILL PLATE #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) -Cr ACQ TREATED. SUPPORTED BY DOUBLE UPRIGHTS, 01.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY o Z Z. _ "...I i BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING GODS. MACHINE BOLT 12" O.G. , :. .t." , in P- SEE FOUNDATION DWS. ':::!?-1.)".'` f; Cl) •::. ,M, i FOR DESIGN. '.'• x;` MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. 5/8 x 12 AB. 048 OC. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO 7:11:;Y::;%-: r✓ FENDER WASHER. L6ti �r 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT 'Q° o WINDOWS - GLAZED OPENING i PENETRATIONS a } 2 NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE W -J• E Z 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 4 _ 'a Z PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWINTERCONNECTED SMOKE ALARMS. W• a in m N o IN ACCORDANCE WITH LARGE MISSILE TEST OF g W• N = ASTM E MI6 AND OF ASTM 1556. AND DECKS ETC.. 23. THE NYS CODES ALSO APPLY TO ACCESSORY CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED PANELS TO BE PRECUT TO FIT OVERTNDOIWINDOWS WITH HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. Q H-• a HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD Cl) CO• ALIGN INITH ININDOIN JACK POSTS PANELS TO BE MAINTAINED ON SITE EADER + SILL PLATE. SHALL COMPLY W/NYSBC CHAPTER #23O4.gb FOR THE INSPECTION OR SUPERVISION OF THIS CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ,cs OF NFti, NAILING SCHEDULE FRAMING NOTES KPPsc• Sq y0p ::# „. i '"‘1 1 * TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d a 4" 1Cr 4 PAPER ASSOCIATION DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR 0.C. EXTERIOR EDGES AND 6 d a 12" o.c. �? '`• o BETTER. INTERMEDIATE. G� °/8350-�n 6 SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES s�t ,:t ,„ h 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8° II. AlL INTERIOR AND EXTERIOR FINISHES, FLASHING iI►' ��~? .- ;,. RAFTER/TOP PLATE 3-8d (TOE NAILED) MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. PROJECT NO: o t Io O CEILING JOIST/TOP PLATE 3-Sd (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, 1401 CEILING JOIST/PARALLEL RAFTER 7-I6d (FACE NAILED) EXPOSURE I, 5/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE DRAWN BY: a CEILING JOIST LAPS OVER PARTITION 7-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE UT ;::.:;::;;:V .. COLLAR TIE/RAFTER 2-8d (co. end I-1/4" strop) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR SABLE ROOFS BLOCKING/RAT-I Lk 2-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CHECKED BY: TS 0 to RIM BOARD/RAFTER 2-16d (END NAILED) 4• ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE: TOP PLATE/TOP PLATE 2-I6d (FACE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. 4,f1, / 0 TOP PLATE AT INTERSECTIONS 4-I6d (FACED NAILED) MINIMUM OF 2-2X5 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA 7 / 28 / 14 h STUD/STUD 2-I6d (FACE NAILED) SCALE: HEADER/HEADER I6d (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES 1100D-1-BEAMS AND LVL NTS 6-q. 1 . . .„. „,.....„. ....:,., ::,. o o TOP or BOTTOM PLATE/STUD 2-16d (END NAILED) AND -FLOOR BEAMS AS PER N.Y.S. CODE OR A5 NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND to < o cos BOTTOM P O ® 8 O O.G. MIN. PROVIDE 2 SPACE FOR AIR HEADERS SHEET TITLE: LATE/FL OR JOIST 2-I6d (FACE NAILED) CIRCULATION IN ROOFS. SHALL HAVE BEARING STIFFENERS INSTALLED O JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) AS PER MANUFACTURERS RECOMMENDATIONS. WEB BRIDGING/JOIST 2-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND h BLOCKING/JOIST 2-8d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE I 3/4" NOTES & - GABLE ROOFS \ o o BLOCKING/SILL orTOP PLATE 3-I6d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR IO° o (50 0 to < 0 (45 LEDGER STRIP/BEAM 3-I6d (FACE NAILED) 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF JOIST ON LEDGER/BEAM 3-8d (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS - PROVIDE 8d COMMON NAILS 0 4' O.G. BAND JOIST/JOIST 5-I6d (END NAILED) S. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - 6" O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP• BAND JOIST/SILL or TOP PLATE 2-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY ioo o �3o 0 PLYWOOD ROOF DECKING 8d 04" O.G. EDGES, �+8" O.G. FIELD "TECO" OR APPROVED EQUAL. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. STRIP SHEATHING 8d (ONE/RAFTER) GALVANIZED MACHINE BOLTS a 12" O.G.• SHEET NO: PROVIDE 8d NAILS ® 4" O.G. AT PERIMETER INTERIOR PLYWW OOD ALL SHEATHING 8d ®4" O.G. EDGES, ®8" O.G. FIELD cl. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PORTIONS OF PANELS IN HIGH PRESSURE ZONES. PLYWOOD SUBFLOOR DECKING 8d 66" O.G. EDGES, ®12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING 15 AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL CASESFAC I L I TATE CONSTRUCTION AND SHALL NOT BE SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. COMPONENT A N D CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED ASA CONTRACT BETWEEN BUILDER AND OWNER. 3 BUILDING PERMIT B 6 BB II'-I" EXISTING 6 6 / PROVIDE NEW DOWNSPOUT EXISTING WALL I0'-0" INTERIOR DIMENSION FROM GUTTER CONNECTED STRUCTURE - ADD / / 6" TO UNDERGROUND PIPPING NEW STRUCTURE TO 5'-O" 5'-O" / TO NEW DRYWELL (SHOWN INCREASE HEIGHT / / / ON SITEPLAN) TYPICAL OF WALL TO MATCH C, EXISTING PLATE 0 0 NEW GUTTER HEIGHT CO G 155 C155 C155 o Liu / �z y• py.w 7W // ///////////// / ` s::isY'i••:sv: }VS°ti4:+:: •A••t --- :1. ---41---- :.:%'.•���.•,�,$.:�......�,fS�y'���'.,'yY '�'�3 \ II 0 - 1 N / (3) 2X1OHDR 0 5 IIII EMI C15 = o CO ' Ili„ 0 z V IL — Inll / EXISTING z — ` � (x �0,/ 1--- _ W • OUTDOOR DECK z � ,.. N w � x © Q I = / ` RE �i N �Y i (I) 0 M PROVIDE NEW / / X % �o �P` GUTTERS AT NEW AND ! WR. 1W / DEGants11:7 w p 'P ,, O / STRUCTURE AS ,� x i IY r*IDL NEW EXISTING FASCIAS AT • • / / N U1 � MIMI - S-I I GL ES NORTH END OF REQUIRED 1- ''I' 0 re : - SITTINGES DEG //, - � "`ri R I N E FASCIA6 ,• O ,:.•....• NEW CEILING HEIGHT O-1 i— jisMTAIT6G N HEIGHT (c1'-'1") " ROOM O A (.9 NEN OF / pos. •'• TO MATCH EXISTING azNEW WOOD FLRI N Itilti i > W STZU URE6. / EXISTING WINDOWS TO BElaird w TO MATCH EXIST IL 6 / REMOVE EXISTING O) EXISTING o 1n m REMOVED PROVIDE NEV - DROPPED BEAM A I OUTDOOR DECK Z 0 PI CH PITCH 7 WALL STRUCTURE INFILL, o %`:.:„ PROVIDE NEW - REPLACE 0 EXISTING INSULATION AND FINISHES / ..! � // UPSET BEAM i I DECKING AND �/ NEW / ✓// TO MATCH EXISTING (MATCH EXISTING x STRUCTURE AS V DOWNSPOUT GRAY�IL SFAGE / ) cv 2x8 RR @ 16" 1- / ABOVE CEILING „ ► roil REQUIRED M •:s NEW GUTTER / VERIFY EXIST FLOOR HEIGHT 2x6CT @ 52 .-.1,„„ I -��v•�- — / z 2x8 GJ @ 16" I• i•t o � 1 •i��Vr JOISTS ABOVE -/ iiii • .�.��1t �j��// _/ - % _EX15TtNG BE 1�`E "'I "' NEW •:.- v *wit -+ 0 j+,$ �-� ,A, #0it,' / / ////////� V///////' %' __ - ,,, DOWNSF OU ��j� � , ►.i'v�♦ / SIZE-AND €151-�T- �� 4o. V r 4, A, ,,,, ` �� 4* 1VAVK�� / i • t...i• `� 2x8 RR 2x8 RR ►*\ 4HF ••44,,..0 i➢ PROVIDE 24 WIDE LOC �.._ --"1---g-1-6 -1"- @ 16 o !moi ai ► it ; 1 / VALLEY FLASHING VERIFY OPENING IN c:::: PROVIDE NEVI GYP BD i• ., ., sem : ' TO MAT/ EXISTING �-n ?O 9*044" // EXISTING FOUNDATION �� }{ 01iti'�`+ � F * 0. , / TO OWNER ANBD / I Zv 0o z. / ARCHITECT TELT • E- V 4 'N 4 k / :' S��� // //,� EXISTING TILE cn a FLRING TO BE XpC � �• ����, // EXISTING ROOF �!� REMOVED - O it] o M K STRUCTURE AND O } Ili / PROVIDE NEW Q w -�• Z z SHINGLES TO EXISTING 0 EXISTING WOOD FLRING ' EXISTING a Z LL REMAIN �j w• M ; -f- 7/ GRAM_ 0 SAUNA TO MATCH 5-.< a *1:: / � � � `�f- EXIST MASTER � w. N BUILD NEW ROOF T'5,„b / SPACE ROOM /S w s M rawn / �� BEDROOM a ON TOP OF ROOF / I '5,, STRUCTURE BELOW / DC 0 �� EXISTING y N // O EXISTING �� �'� WOOD O A -{- s�,� // J z SAUNA FINISHES `��` ° ; FLRING TO IL 4 0 TO REMAIM % i i REMAIN EXISTING RIDGE // itr4 T // — XISTING NEW � _ EXISTING RIDGE BEAM X P 0 RR $ Cr WOOD ; / VERIFY SIZE F N / wv ~ FLR P��o Ewy / 111 / / 5� SCS O,A IL V p %%%%%%%/%%////// %%%%///%/ %%/�%.EXIST , % ' o`- ��� QC c� % TILE � •z-t;�i � ' ,enc. NNZ' EXIST FLR , o a GL // / �� / 0 %ilii iiiA % 41 , /r S�, 0 z V PROJECT NO: �- �, 1401 / EXISTING ,���� EXISTING , TILE FLRING X pC DRAWN BY: / BAT�IROOM �� �� TO REMAIN w a'' UT / i•,� CHECKED BY: ¢ TS / 4 DATE: 7 / 28 / 14/ EXISTING 0 SCALE: / T BATHROOM 8 1/2" 1' 0" / pli FINISHES TO o SHEET TITLE: Aidihi .•WER REMAIM PARTIAL NEW •.•.. //r/ /DOWNSPO`JT � PLANS NEW GUTTER SHEET NO: W �" � ATI * � 1. PROVIDE NE1 1\i! P it k RTIAL FL • Oi" PLAN GUTTERS AT NEW AND SCALE: 1/2" = 1' -0" EXISTING FASCIAS AT SCALE: 1/2" = 1' -0" SCALE: 1/2" = 1' -0" NORTH END OF 61 RES I DENCE FASCIA HEIGHT (a'--1") BUILDING PERMIT I ROOF PITCH TO MATCH EXISTING EXISTING ROOF ': • . •• — . PROVIDE NEW GUTTERS AT NEW AND STRUCTURE AND PROVIDE NEW GUTTERS AT NEW AND 0 „ -_____ NEIN-- EXISTING FASCIAS AT NORTH END OF SHINGLES TO — EXISTING FASCIAS AT NORTH END - I {�-y}�E RESIDENCE FASCIA HEIGHT (a'-7") REMAIN PROVIDE NFW ROOF OF RESIDENCE FASCIA HEIGHT -:: - ---- . .r 124U,j i ft0 NEW GUTTER AND FASCIA _ NEW GUTTER ON EXISTING FASCIA \�EXI5TING PLATE � NEW GUTTER AND FASCIA � HEIGHT +/- c1I-7" 00 la- CO PROVIDE NEW WALL EXISTING WALL PROVIDE `EW WALL Z STRUC-URE AND SIDING LOC DRIP STRUCTURE AND STRUCTURE AND SIDING S FT CEILINGW TO MATCH EX STING CAP TYP SIDING TO REMAIN TO MATCH EXISTING o Z LCC DRIP CI~ / \ CAP TYP / \ 0 (1) / \ Q 11.1\ , \\ , \ o , \ z LU IX / \ < il: ` \\ CI55 CI55 CI55 // i O EXISTING DOOR Z L. FH ,O 'IIASR `\ / Q rt / ` I— / / > W o Ia., i D z .10 w NJ I EXISTING DECKING EXISTING DECKING V LU (— EXISTING FOUNDATION V SOUTH ELEVATI . N 1\1 EAST NOTES: SCALE: 1/2" = 1' -0" SCALE: 1/2" = 1' -0" - ALL EXTERIOR TRIM, FASCIA, ETC TO BE CLOSED-CELL PVC SYNTHETIC COMPOSITE TRIM - ALL EXTERIOR WINDOWS AND DOORS BY ANDERSEN, 400 SERIES - ALL NEW SIDING TO MATCH EXISTING ADJACENT SIDING osz• N Q• tsM OI ri z: i 6- o >°. y " :1 PROVIDE NEW GUTTERS AT NEW AND m w• 0 a LL EXISTING FASCIAS AT NORTH END OF � M EXISTING ROOF RESIDENCE FASCIA HEIGHT ( i'-7") � w• a N � " PROVIDE NEVI (c i'-1")SHINGLES STRUCTURE AND Q TO MATCH FXI STING ON NFW / SHINGLES TO .0 - - '- REMAIN Cl) N• 1 G TT R • ND • SG • NEN GUTTER ON EXISTING FASCIA _ 1 i i �E OF NEw orp,S C Sq�O�� EXISTING GLASS �P y STRUCTURE TO BE .� REMOVED J Nsf G ,� F 3T .t., 1, _ . . Ai EXISTING A '0.' °18350 go & IA' , , WINDOW PROJECT NO: Li _ _____ J I EXISTING WALL TO 1401 STRUCTURE AND REMA I N SIDING TO REMAIN DRAWN BY: UT EXISTING ANDOY1S TO BE I CHECKED BY: REMOVED PROVIDE NEW TS WI ALL STRUCTURE INFILL, DATE: INSULATION AND FINISHES 7 / 28 / 14 TO MATCH EX STING SCALE: 112" = 1' - 0" EXISTING NALL STRUCTJRE SHEET TITLE: AND SIDING TO BE REMOVED - PROVIDE '1EW WALL STRUC-URE ANDSIDING PARTIAL - - 1 _ BUILDING EXISTING FOUNDATION EXISTING FOUNDATION ELEVATIONS SHEET NO: NO - TH ELEVATI . N SCALE: 1/2" = 1' -0" 5 BUILDING PERMIT PROVIDE NEW VALLEY FLASHING PROVIDE NEW ROOF SHINGLES TO MATCH NEW 2x10 ON EXIST ROOF EXISTING ON 30# BUILDING PAPER ON 3/4"THK ILLI rt STRUCTURE PLYWOOD SHEATHING ON NEW ROOF STRUCTURE (,) o REMOVE EXISTING SHEATHING IN ROOF PITCH TO MATCH EXISTING Cn AREAS OF NEW ATTIC Z e.\- ,/4, NEW 2x8 RR ® I6'° AND NEW 2x10 RIDGE Q W �iSrj� 2x6 GT @ 32" . Z 0 G Ro `lir NEW 2x10 RIDGE p PROVIDE NEW ROOF SHINGLES (.� p MIMI 7 PROVIDE HURRICANE CLIPS TO MATCH EXISTING ON 304* Q CO) EXISTING • c� \(0'‘ BUILDING PAPER ON 3/4"THK Q ATTI G R PROVIDE NEW GUTTERS AT NEW # PLYWOOD SHEATHING ON NEW Q Limi SPACE AND EXISTING FASCIAS AT NORTH TiSj NBA! ROOF STRUCTURE W END OF RESIDENCE FASCIA rG� Q = HEIGHT (ci'-.7") ATTIC PROVIDE SPACE HURRICANE II CLIPS 0 M EXISTING WALL STRUCTURE , F II . ` 1 NEW PLATE HEIGHT TO MATCH NEW 2x6 CT @ 32 Z F Y ` ` 0 De II ` p VERIFY EXISTING UPSET BEAM �-i' EXISTING +/- Q -� VERIFY I� I NEW 2x8 LEDGER BOARD IN/ TECOS AT CEILING JOISTS Q 0 �� AI l& � I& ����� ����.�� > W EXISTING CEILING STRUCTURE ct tt ,�' tvirm ,,,, iPt , , vt , yy ,y , y �� . fifQ w D r —S 0 I I I NEW 2x8 GJ @I6" (MATCH EXISTING W 1 _ I I II I I CEILING HEIGHT) W/ R-30 BATT C V NEW 2x8 CJ @I6 (MATCH EXISTING --i INSULATION AND Y2" GYP BD ~ �- CEILING HEIGHT) W/ R-30 BATT r OVERHAND TO E OnaV INSULATION AND Y2" GYP BD MATCH EXISTING REMOVE EXISTING DROPPED BEAM z PROVIDE NEW UPSET BEAM (MATCH j EXISTING) ABOVE CEILING HEIGHT NEW INSULATED 111 NEW INSULATED WINDOW v GLASS DOOR O O z _I SITTING ROOM I 53 Ci) — ots z• X PROVIDE NEW FLOOR JOISTS TO NEW WA! STRUCTURE L TURA• NEVNEW WOOD FLOORING REMOVE y a• �' MATCH EXISTING (MIN 2x8 @ Is" OC) NEW SIDING MATCH EXISTING ON X16TING TILE FLR AND BASE ADD NEW J �' ° o /4 PLYWD SHEATHING ON UBF_OOR TO LEVEL NEW FLOORING TO EXISTING w -J. ADD NEW R-I 1 BATT INSULATION TO NEW AND EXISTING FLOOR STRUCTURE 2x6 @ 16" OC MATCH EXISTING DECKING AND W• v ui en ail ' W/ R-I q BATT INSULATION STRUCTURE TO a N o NEW WOOD FLOORING - REMOVE I �� IN/Y2" GYP BD FINISH REMAIN g w• N = EXISTING TILE FLR AND BASE ADD NERECONSTRUCT a F-• W AS REQUIRED SUBFLOOR TO LEVEL NEW FLOORING TO SITTING ROOM CO CO. MATCH EXISTING . NEW TOP OF FINISHED FLOOR , /\ /\ /n\ /\ \. \ / /\ / / / \ /\ / ` ' —i 14" �, r , TO MATCH EXISTING (TILE or '66666 c VV I; 10444♦41�♦G:` ��1 .i X4.1.1 ,1.�'�e�'�i 0:-i 4 WOOD) FLOOR EXISTING FLOOR STRUCTURE �, I,) 444444444444444444644444444444444444446444444644 A 4.. _. ..._ „OF VERIFY OPENING IN GRADE GRADE co' PS Cr sii Y°� ADD NEW R-I q BATT INSULATION TO NEW GRADE �G EXISTING FOUNDATION TO .r°• AND EXISTING FLOOR STRUCTURE ;� 1-- {. .� ,-, ��, OWNER AND ARCHITECT EXISTING FOUNDATION �( _` PROVIDE NEW FLOOR JOISTS TO �' `' VERIFY EXIST FOUNDATION MATCH EXISTING (MIN 2x8 @ 16" OG) SILL AND ANCHORING • ��,T 018350- - ,'' it‘X I ST I NG CRA/AIL SPACE X I ST I NG CRANIAL SPACE X I ST I NG GRAI�IL SAG V''`' �' ''' EXISTING FOUNDATION PROJECT NO: 1401 — I- DRAWN BY: UT CHECKED BY: TS DATE: 7 / 28 / 14 SCALE: 3/4" = 1' - 0" SHEET TITLE: SECT • iN4 T ' Si TING 07\ • * Ili B( SCALE: 3/4" = 1' -0" SCALE: 3/4" = 1' -0" BUILDING A --) *. Cie N Ti. i timi SITTING ti-43 • • an SECTIONS SHEET NO: 0 BUILDING PERMIT