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HomeMy WebLinkAbout1000-144.-5-13 OFFICE LOCATION: �*OF SU(/ry0 MAILING ADDRESS: Town Hall Annex ,`O l0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G • Q Telephone: 631 765-1938 NT'1 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To. Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: June 10, 2020 Re: LWRP Coastal Consistency Review for LICATA SCTM# 1000-144-5-13 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, the proposed action is recommended as CONSISTENT with the LWRP. 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 to add three dormers is EXEMPT from LWRP Review. The as-built construction is INCONSISTENT with LWRP Policy 6, specifically 6.3 (below) and therefore, INCONSISTENT with the LWRP. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction 9. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. Town records indicate that the patio,wall,fire pi and pergola were constructed without Southold Town Board of Trustees review or permit. In the event the action is approved, it is recommended that a vegetated, non-turf buffer is required landward of the concrete seawall to further Policy 6. 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: Damon Hagan, Assistant Town Attorney 4 � r" E IrTown of Southold ED LWkP CONStSTVNCY ASSESSMENT FORM MAR 11•'gi outhold A. INSTRUCTIONS Planning B 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. Ar)rotmose& cn,.,.wil1, "be_ evdbWieas to .it§, significant, nef ci al•,and adverse off&&,upon:thd•coastal.area Lwlmieh jmdludes-all.o-Southold,TownZ 1, If any question in Section C on this-form is answered "yes" or "no", then the pr osed action will affect the achievement of the LWRP policy standards and conditions contain in the consistency review law. Thus .each.answer~ nieiist`.b •,ex lain' "ilii-detail .lis im` bot smy ortin" grid,nada stipiirtin faefs. If an action cannot be ceitifiied'as consistent with the L P policy standards and conditions,it�shall..not=be twdertakem A copy of the LWRP is available in the following places: online at a Town of Southold's website(southoldtown.northfor net), the Board of Trustees Offi , the Planning Department,all local libraries and the Town,Cler 's office. B. DESCRIPTION OF SITE AND PROP SED ACTION SCTM# . 144 °.._., _.� 13 r. PROJECT NAME Licata Renovation The Application has been submitted to(check aV'ngDep se): Town Board ❑ Planning Board❑ Buil Board of Trustees1. Category of Town of Southold agency actiriate`response): (a) Action undertaken directly by Town agency(e.g capital :E] -construction,planning activity,agency regulation,land transaction) ❑ (b)- Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: ❑ Nature and extent of action: . Addition of three new dormers to roof of existing house.As well as rebuilding existing covered patio and adding deck to it's roof.Aslo obtain permits for as-built 30'x50'in grade patio_68 linear feet of 2'wide stone wall.Tx 8' fire pit and 8'x20'pergola Location of action: 670 Old Salt Rd Mat6tuck NY 11952 Site acreage: 0"6 Present land use: Single family residential Present zoning classification: - R-ao 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:Robert Wilson. (b) Mailing address: PQ Box 49 Southold NY.11971 + (c) Telephone number:Area Code 4• (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes Cl No V If yes, which state or federal ai en6y7 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. DEVIIOFD PGOA; ' ItY' 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. ,MYes ❑ No ❑ Not Applicable Ttie_proposed coh tr6c6o'ri will nofen-6mach on any existing open space or interfere with infrastructure in anyway," 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 ❑ Yes ❑ No Not Applicable i There are no known,historic or archaelogical resources on or adjacent to the site of construction. Attach-ZditioriaI`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 The proposed construction does not increas the overall het ht of the existing house and the ma ori of the increase in foot rint fo _ co es in the of i sto rade ne atios_•.- _ _... 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 S through 16 for evaluation criteria �=! Yes`❑ No ❑ Not Applicable No part of the constriction Will encro'66 on the existing wetlands.As a part of the project a q non-turf buffer was established and .maintained to reduce the pp§sibilifty of erosion and flooding. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria `❑ Yes ❑ No ONot Applicable The project will have no 11 impact on the the water quality and+supply in the Town of Southold 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 of Applicable The as-built construction has no impact on the coastal fish or wildlife.babitats. Attach additionalsheets ifnecessary Policy 7. Protect and improve air quality in the Town of Southold: See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. �Z Yes ❑;No,E:] Not Applicable fihe as=built construction will have no impact on air quality. Attach additional sheetsifnecessary 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. Q-Yes ❑_No ❑ Not-Applicable The as-built construction does-not Rroduce an .solid or hazardous waste. 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. Yet No❑ Not Applicable The proposed construction will not impact public access to or use of any coastal waters or public resources. 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. Yes ❑. No ® Not Applicable f The proposed project does not contain a water-dependent use, nor will it impact the siting of future water dependent uses. Aftaclt additional sheets ifnecessary Y 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. L1 Yes ❑.No F/1 Not Applicable " Thea built construction will not impact any living marine resources. Attach additional sheets Vif 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 Not Applicable There are no agricultural lands on or adjacent to the site of construction. 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 ❑:No V Not Applicable There a"re no known energy or mineral resources on or adjacent to the property. PREPARED BY _ TITLE _DATE RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE ,I ON, 50'-33/4' I APPROVED ASNOTM fONLEAC i.. ''.bEFEFOAE � CERTIRC'r'-',-OCCUPANCY DATE.-6j�y�Z B P® 388 SOLD;;,U?ED"r WATER' 20'-2 7/8• 15'-71 3/4• i I FE_ �6 BY ' T �`12 �/Z SUPPLY S:" EM CANNOT -T`- NOTIFY BUILDING DE-ARTMENT AT '(;7F:7 9m2 nF 1 a„T FAn. 765.7802 8 AM TO a PM FOR THE 1 --------_I FOLLOWING INSPECTIONS f 1 FOUNDATION-TWO REQUIRED 11051MOR"TOfEMAP/ FOR POURED CONCRETE 1' PLU�BING 2.ROUGH-FRAMING&'PLUMBING ALL PLUM&WATER IN_S'NO WASTE 3 INSULATION f I ,-D 4 FINAL-,CONSTRUCTION MUST TESTAE 6E= "E�OVERING BE COMPLETE FOR C O ALL CONSTRUCTION SHALL MEET,THE U'EMTE NOT RESPONSIBLE,FNEW YORKSTA ,FOR I _ DESIGN OR CONSTRUCTION ERRORS �L ® 21'-1 1/2' _ NEWPERGOLA roATA10fE7(IS77NG V-6, 7'-7 1/4' Y-7 1/4' t,; J' W-1 t/e'_ , I COMPLY WITH ALL CODES OF_— j -DaaLERooForENrofiapw NEW YORK STATE&TOWN CODES AS REOUIRED AidS'CQIGOITIORrOF OABAOE - - —_-_-' 'I - I •_ 1� — OOF IRS4tro2$A ✓ m n I' I1 In - ELEVATIONAELEVATIONDN NEWGAIIIERARD �tdrvN,l SJIy�V -OR' / �s r 'UN .°u WfIHOf �E1CATE IRA inn —J-- ---------- --- ------------ 3ATN I -i - _____________ __ ___ ____ T______ i F_ ______ _________l z,- - 012 l 001 - - D13 -i- - A♦ I rm �' _ I I� r�'i I Deo E111 J,+ 5 ` '411 7 8_ MUD " WET BAR -4 3/8• \ D03 IS 2' - UP O' g 0412.13ISSURDTO8ULLDNGDBn FORREVIEW r Dps I _ _/// TDN I i KITCHEN _ - I tin - _ - J 1p5 BATH " LIVING ROOM ( n A ® n _ - _ _ >• -__ - 17'-4' 7'-9 7/8' 5'-0 1 8' •I DINDTG ROOM - _i i - -!E, - f , I I r m - m _ _ _______o _________________ ___________ ____________________ _________ BEDROOM LL/ i - pts I - ® EO EO m SCREENED Pano -- I DECK7 UE ' I a - m d PRDIECT PRIV �TE RESIDENCE L- ----- OL SALT ROAD hdA7UCK,NY NENRArl?" EfFRTOSECTON / CrtgWMGTmE 17'-9 t/a' t1'-3 3/a' 21'-3 1/4' PROPOSED FIRST FLOOR PLAN I __ NEINGABLEROOF REFER TO EABTDIG PA710 ' ELEVATKW �I 50--3 3/4• e•---- — __ _ I I EVIMSPERG01ATOREWA SEAL Dare 03 07 2013 t 1 PROPOSED FIRST FLOOR PLAN ---1 ' PROPbSED ROOF PLANo` oNt � 1 f - SCALE 1/4•=T'-0' SHMT -4 NONfiER SCALE T/4'=1'-0' J � JAN 2 7 2020 OBE A-1.00 DFNIE!N� II uDFlLe I a N/A � e D iAR i 1 PROPOSED NORTH ELEVATION n PROPOSED SOUTH ELEVATION SCALE 1/4"=l'-O* i G SCALE 1/4'=1'-0'--- 061213 IWM TO BWDING DEFT FOR REWEW _ wyl PROPOSED-EAST ELEVATION �✓-"SCALE 114'=1'-0' I PROJECT ----- --- ---- — - J--__ -__- - -- - PRIVATE RESIDENCE LETRO FUCK NY _ ��-_-�' C DRgWINGTffLE PROPOSED EITERIOR ELEVATIONS ALI mm 03 07 2013 JAN 2 2OZO 0 o ua6 er t I ✓ v * # SR NUM 4 PROPOSED WEST ELEVATION a m � �o�l A-2.00 SCALE 1/4'=1'-0" I I I � I I I I ALLROOMOTOBEMSIAATEOWRHUM.RQ6 }'MCOXRYW00D6IDYRGAFROOF— DBL 2?FTOP RATE AU AMOW7fADERSFRANEOWr (3)17,8'9!'LVLr P MCRola6+s ' 1716•IPEIRONNOODDECIORO ALLEXTERIOR WAILS TOSEMSULMED II I N AMX22MSUATiDN SECOND FL HALL SECONOFLOOR LARCH PROWDEEPFRSSGIFFFD TOOVER ALLEXTERIOR WAUS roBEj•CD% / TMIM ADEDUIDO&EMIMJEa . RriA00D W7Ti(6'PRENRINDOUG {•GRBONAL.WAUSa J ROOM MERERAINE /RUBBER I ROOfMGLG3IBRAAE i FIR SR/OS®16.0G LESR=M II III TXirCMMJOASTSSOARFEOm 7'rCLEAR W£SMRNREOCEDAR BENJAMM PROVIDEAOEG/ATEPRCH OBOYAE(y31ARBREA7/fERR W/GRACEICE6 WATERSHE6D WAlE/�ROOFINGNE j= PRO VIDEDRAOTSLUE PROVIDE&MMSFORAPPROVALBYONMER I i ALLEXTEWOR TRb1 ro BE GEAR CEDAR FlNISHANDDINEa'SKWS TBD II I NEWFERGGAOETAR.S EGSTG1 EIOSRNG I 0 ;,¢^ � FXISTMGPERGOEA roRENAM }GWB ONALLWALLS d ffaMGS TYP \ `"�',E 04 1213 I uEnroeuanwc DEPT FOR REVIEW •a r FRONTENTRYUVWGROOM' 'I REARFATIO NEWROORSTOBEFRANEDW/1'--�`_ - XrtC •i"�1' `^�' `. M RYWOOO GLUED AND i 'k BENCH SCREWED OVERTXIO'ROOR `�',''_i•' JOISTS I I - 1'X6.6EMOM59ODDECIOIdG i RAMEDGRADE SLOPEAWAY �=rwBE,-PDMOCKTRENCHDRAJN, COMENED MDETEYDONSYSMU I p � —J/ 0FDorws _ I UNDISTURBED \ f' SOIL UNDISTURBED UNDIS SOIL TURBED 1 SOIL ALLAEWFDOTMGSAWPIERSMUSTBFARON UVDISTURREGSIMGFWNOATIONWALLTOREMA�- �WTER.=EDMS,EM FRFEOFNW, - WATER.l�DEBPoS,ECG. rQMNWEGTANDFEWRAS �� 1'CONCAE7ESlAB WTWWY67(6 701ARED OVFRGRACEFLORINUFE/20 i VAPOR BARWER `PWGIDMSUTAliOY80AFO Bf10W 1 SIABOVERPGRAVE. I I k I I 3 • PROPOSED BUILDING SECTION SCALE.3W=1'-0' PROJECT PRI ATE RESIDENCE q,LD SALT ROAD 4 MATTITUCK,NY I I. ,I - DRAWMOTIiIE II - PROPOSED BiUILDING SECTION SEUL ogre 03.07.2013 t �pE PROJECTNO 12020 °" D, WEETIXBY JAN 2 7 I zNDABM ITM j A-3.00 T7v CAD S NA I I i WINDOW SCHEDULE GENERAL NOTES ' FIRST FLOOR 1. SUBMIT THREE(3)COPIES OF THE HARDWARE SCHEDULE.FOLLOW DOOR AND HARDWARE HARDWARE SCREEN 1 BLACK INSRRRE(DRQ CUIDEUNE FOR SCHEDULJNG FURNISH INITIAL DRAFT OF SCHEDULE AT THE WINDOW LOCATION MODEL UNIT W X H HEADER HT A.F F. MATERIAL TYPE SET WOOD SOLAR� OUT REMARKS FEAR'INASCHEDULE AFTER SAMPLE SHAVE FACILITATE THE BEEN APPROVED -A OF OTHER WORK FURNISH - DOUBLE Y 2 UNITS KITCHEN 101 +ANDEIRSEN-A SERIES 5'-8'%S'-8' TBD WOOD FRAME WITH CUSS HUNG 2 PRIOR TO SUBMITTAL OF THE FINAL HARDWARE SCHEDULE AND DELIVERY OF HARDWARE, I - SUBMIT ONE(1)SAMPLE OF EACH EXPOSED HARDWARE UNIT SAMPLE WILL BE REVIEWED BY BATH 104 ANDERSEN-A SERIES 8'-1'%11-9' - WOOD FRAME WITH CUSS AWNING Y 3 UNITS ARCHITECT FOR DESIGN.COLOR,AND TEXTURE ONLY COMPLIANCE WITH OTHER REQUIREMENTS IS THE EXCLUSIVE RESPONSIBILITY OF THE NTRACTOR SAMPLE APPROVED HER BATH TOB I ANDERSEN-A SERIES 2'-1'X 1'-9' - WOOD FRAME WITH GLASS AWNING - Y - BY THE ARCHITECT SHALL BE TURNED OVER TO THE OWNER FOR ATTIC STOCK 3 DO NOT PROCEED WITH INSTALLATION OF HARDWARE UNTIL SAMPLE HAVE BEEN APPROVED HER BATH 109 ANDERSEN-A SERIES 2'-1'%V-9' - WOOD FRAME WITH GLASS AWNING - Y - APPROVED SAMPLESMAY BE INSTALLED IN THE WORK AFTER SUBSTANTIAL COMPLETION OF WORK HER BATH 109 ANDOW-A SERIES Y-1'X V-9" - WOOD FRAME WON GLASS AWNING - Y - 4. PROMS KEY SCHEDULE SHOWING ALL KEY NUMBERS AND SPACES TO WHICH EACH PERMITS _ AWNING - Y ENTRY SHALL BE PROVIDED CONSULT WITH THE OWNER,AND PROVIDE NECESSARY ASSISTANCE BEDROOM 108 ,ANDERSEN-A SERIES 6'-2"X V-9" WOOD FRAME WITH GLASS 3 UNITS REQUIRED FOR DEVELOPMENT OF THE SCHmULE BEFORE SUBMITTING FINAL KEY SCHEDULE I AFTER FINAL APPROVAL HAS BEEN RECEIVED,THE SCHEDULE ALONG WITH THE KEY GATHERING ENVELOPE CONTAINING KEYS FOR EACH LOCK,ENDORSED WITH LOCK NUMBER AND SPACE DESIGNATIONS,SHALL BE TURNED OVER TO THE OWNER - WOOD FRAME WITH GV55 DOUBLE _ Y DINING ROOM 107 ANDERSEN-A SERIES 10'-0'%4'-6' HUNG J UNITS 5 THE HARDWARE PER THE'MANUFACTURERS SHALL PROVIDE FULL REPLACEMENT WARRANTIES,AS DOUBLE PER THE UST BELOW REPLACEMENT WARRANTIES SHALL NOT INCLUDE ANY LABOR COST GARAGE 113 ANDERSEN-A SERIES �2'-9'X 3'-8' - WOOD FRAME WITH GLASS HUNG Y A SURFACE CLOSERS j5Y gpSS GARAGE 113 ANDERSEN-A SERIF 2'-9'X 3'-8' - WOOD FRAME WTM GLASS WFIUNG - Y B. EXIT DEVICE I YEAR C LOCKSES _ DOUBLE _ ® .,n:•�o, D BALANCE OF HARDWARE 1 YEAR SECOND FLOOR ANDERSEN-A SEISES 2•-10'X 3'-8' I WOOD FRAME WITH GLASS HUNG Y 2 UN015 BLE AS REQUIRED,AND AS APPLICABLE PER DOOR SECOND FLOOR ANDERSEN-A SBOE 2'-10"%3'-e" - WOOD FRAME WITH GLASS HUNG - Y 2 UNITS 6 PROVIDE DOOR SILENCERS AT ALL DOORS, NUNC zm DETAILS _ DOUBLE _ SECOND FLOOR ANDE6ETL'A SERIES i 6'-B'%3'-8' WWO FRPIIE WITH CVS$ HUNG Y 12 UNITS 7. GC TO TAKE RESPONSIBILITY OF WINDOW/DOOR ORDER INCLUDING QUANTITY,SIZE,LOCATION SECOND FLOOR ANDERSEN-A$ERIE6•-8'%'3'-B' - WOOD FRAME WITH GLASS DOU9LE - Y 2 UNITS AND OPERATION VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO PLACING ORDER HUNG SECOND FLOOR BATH ANDERSEN-A SERIES V� 1 2'-1'X 1'-9' - WOOD FRAME WITH GLASS - Y - SECOND FLOOR ANDERSEN-A SERIF ,r2'-9'X 4'-6' I - WOOD FRAME WITH GLASS - Y - WINDOW NOTES SECOND FLOOR ANDERSEN-A SERIF '1'-6'X Y_6' ' - WOOD FRAME WITH GLASS - Y - SECOND FLOOR ANDERSEN-A SERIES ;1'-6'%3'-6' - WOOD FRAME WITH GLASS - Y - 1ALL UNITS TO BE TERRATDNE FINISH EXTERIOR AND BIRCH BARK INTERIOR , 2 ALL HARDWARE TO BE DETERMINED 3 ALL GLAZING TO BE LZ,INSULATED II 4 GC TO TAKE RESPONSIBILTIY OF WINDOW/DOOR ORDER INCLUDING THE QUANTITY.SIZE. O LON NGORDER D OPERATION VERIFY ALL DIMENSIONS IN 1217 ISSLIEO TO BUBONG DER FOR REVIEW EXTERIOR DOOR SCHEDULE FIRST FLOOR ' DOOR LOCATION FROM-TO ,IMANUFACC�BFJSFYLE R(O W X H HEADER HT PLF F MATERIAL HARSET DWARE REMARKS DOOR 0X0 ENTRY TO ENTRY HALL 101 ANDERSEN-A SERIES Y.X 6'-8' - WOOD INSWING-RETR TO PLAN W/SDE LIGHT DXO - I I %0 E K 102 ANDERSEN-A SERIES (i 5-r-?-%6'-8" INSWING-yREER TO PIAN %0 XO MUDRDOM 103 ANDERSEN-A SERIES 2-,.'%6'-8' _yiNS74MG-RESER TO PLAN %0 X BEDROOM 108 ANDERSEN-A SEBES / ` I 6'-0'%6'-8' DOUBLE INSWNG-REFER TO PIAN W/2 SITE UCHf %04 %O LNWC ROOM 105 ANOEASDN-A SERIES - + 5'-0'X 6'-8' DOUBLE OUfSWNG-REFIT 10 PIAN %0 X0 LIVING ROOM 105 +A O RSEN-AISERIES s° 5'-0'X 6'-8' DOUBLE FDO)-RETE TO PLAN X0 - %O LANG ROOM 105 y 'ANDERSEN-A SERIES 5' 'X 6•-8" DOUBLE OUISWNG-REFM TO PLAN %0 ' M[ DOUBLE OUTSWNG-REFER TO PLAN XO XO LANG ROOM 105 ;ANDESEN-A'SERIES � S'-0'%6'-8' I { DOUBLE FIXED-REFER TO PIAN XO X WING ROOM 105 ANDERSEN-A SERIES 6'-8' i X1 GARAGE 113 X1 GARAGE 113 INTERIOR WOR I 3'X 6'-8' X1 X1 MUDRWM 103 INTERIOR DOOR 2'-B'%6'-8' _ POCKET DOOR X1 X14 KITCHEN 101 ,'IN�FRDR WOR I I r{ 2'-6' 6'-e' %1 X1 BEDRWN 108 INTERIOR ODOR X1 BEDROOM 108 INTERIOR DOOR 4'X 6'-B' %1 X1 BEDROOM 108 R&RIOR DOOR 1 2-6'%6'-8' %1 X1 BEDROOM 108 INT RIOR DOOR I Y-6'X 6'-8' %1 X1 BEDROOM 108 INIERDOR DOOR 1 + I 4'X 6'-8' I X7 vROJECr X2 ENTRY CL INTERIOR WOR m z"X s—e' X02 PRIV TE RESIDENCE DR85 %2 SECOND FlOOR ' � ANDERSEN-A Se( � I 6'-6'S(6--r DOUBLE OUf6WING-REFER TO PLAN W/TRANSOM ABOVE %21 I OLD SALT ROAD i TTITUCK,NY I g % ow,vnNcmt� 1 WINDOW/DOOR SCHEDULE 03 07 2013 r ,� ,LEpEDgac PROIECTNO , I �I A I-,r i 1 yrpN+K y/� ORAWINO BY SHEEP NIINBQL ' ` IJAN 2 1 2020 A-5.00 r � F CADFlIE - § N/A r ' --=------------=-=-- ---------=--------- GE PE T -- r � r -------------------------------------- EXISTING LAUNDRY � rr r• ----------------------- EXISTING ` ENTRY EXISTING ------ — Up ENTRY r - i ; r ----------J _� l I EIDS'DNG`� _ —_ 041213 1 ISOUEDTO BURDMD DEPT FOR REVIEW r r r r I r ------ BarN ..a..w.�"", r I ; II r r r --------------- ----------- -------------- ---a----- — rr rr r .r r --_- -- _ MISTING LIVING RM r EXISTINGBATH L� ______-_.y �_______- f_fi ___ I i _ EXISNNG DINING RAL j • .r oulooan _ _ _ _ _ EXISDNG rr i BEDROOM _ _fk_ ________—._________—_________________________________________________ 4 EIBSDNO fi SCREEN RR �___________________________________________________ o r r — � e r• '— - PROJECT PRIVATE RESIDENCE O!D SALT ROAD 4,. MATTITUCK,NY ' x DRAwwDTmE.� — _-. - - FIRST BOOR DEMO PLAN E 0STBiG PATIO DAre 12 29 2012 PROJECTNb D-=W ar 1 EXISTING FIRST FLOOR PLAN/DEMO PLAN JAN 2 7 2p 0 2 EXISTING ROOF PLAN114 Dw Br i d SCALE 1/4'=1'-O' " SCALE 1/4'=1'-0' r * sNEETNuxBER EX-1.00 ! CAO N/A FlLE - EF-i - - - -�___ j, - - -- - - - y -- 'l - - - - - yy,- I- - - - - LI i -.- .I - J.i..-,..�.'�.'•'tr.r ___ 00000 O O OHO _- � _I�__ _T_=� __ '-�=__CT�= .n.. , y I, 1 EXISTING NORTH ELEVATION n EXISTING SOUTH ELEVATION SCALE 1/4'=1`0' G SCALE 114"-1`0" atz13 M$ EDM BUILDING DEPT FOR REVIEW ' Bol - :I - -------- �Z�"at `EXISTING EAST ELEVATION -SCALE 1/4"=1'-W t i -1... ___ _-___ _ _ _ I- _ Y ___._ __ _-- r "i _.. • PROJECT PRIVATE RESIDENCE OLI D SALT ROAD MATTITUCK,NY 7- 1 EXISTING EXTERIOR ELEVATIONS rte s ��_' _ mw 03 07 2013 -` - ---- ---- - ------ - -_-= ---" _-f - _-i oho o _� - I �1 -C_-T i- - (j��M - - - - - --- - ---- zuzu Cww SKEET NUMBER. A EXISTING WEST-ELEVATION L— --s 9i� �oQ� EX-2.00 'ti E T 66 c1�Ne++ SCALE 1!4'=1'-D" General Notes Scope of Work rx5ting residence to remain Ali windows to be replaced ZONING CODE BUILDING DEPARTMENT INFORMATION 1 All work shall be performed in.tact accordance with the ruin Rensions to the first floor as shown on plan fxtenor walls and regulations of the Southold El.ldmg Ccde and the New York toC remain Mauro k• id State codes having)uredicbon over any porton of the work. odd Tewin of5amho1d2wfngCode 1 hCamty,NY RR PitFSCR[PfIVEORENGH4EERW PRF3CRIPDVB TammgDunct Tmd11000-14445-13 2 The general contractor and all subcontractors shall• at the site Additional Con5tructlon Notes SQUARE FOOMGEADDED EXISTING PROPOSED and vrnfy all dimensions and the exiting corditwre uavenng or affecting the work pnor to construction Any discrepancies or I All portions of the proposed Structure shall comply with , ZONING REQUIREMENTS:AND ANALYSIS FIRSTFLOOAARHA- 750 SQ FT 1,424 SQ FT omissions which would Interfere with the satisfactory completion of the Building Code of the 5tate of New York and the the work described herem shall be reported to the architect Residential Code of the State of New York. Domplum d Requued Actual DESIGN LOADS _ ROOF-DEAD 20psE IJVE 30psP,SNOW 45ps[ 3 Before startang work,the contractor shall make a thorough 2 All portions of the Proposed structure aro designed to Lot Sia 20,000 SF 00,000 SF �I I SECOND PLOORNON BLEEPINGARFA.DEAD,20;LIVE 40 examinabon of those portions of the structure in which the work Is comply with local geographic and climactic cntenLal Width 75 FT 100 Pfa as to be perfornird,checlung all the ad�amng or underfyirg locadans stated n the ad�oimng table Lot Depth 120 FT 157 F(' l to be"Iothe architects mays ATHCS WrMOUTSTORAGE DEAD IW,LTVE IOpsf-WITH PAGE DEAD-l0psf,LIVE-20psf ; ny and all umdibons which iderirnc FmotYard 35 FT 26 5 Fi with or otherwise affect or prevent the proper-ecution and 3 All structural elements are designed to be adequate for STAIRS DEAD-10,LIVE 40-GUARDRAILS&HANDRAILS•DEAD 5,LIVE 200 1 completion of the work'Do not start the work until such conditions aground snow load of 45 psi,and vend speed of 120 mph R—Ymd 35 FT have been crammed and a course of action mutual y agreed uPo^ 4 Footings shall be at a minimum of 36'below finished Suk,Yard 15 FT ; 24.9 FT bbl? SURECAiEGORY C 4 Failure to notify,the architect or the owner of unsatisfactory grade Mm®um Lanlak FloorAadDwellmg Unat 1 850 SP I 3,862 6F SEISMIC DESIGN CATEGORY B conditions unit be construed as an acuptamce of the conditions to Maxamim tat Coveaga 2576 _� I i WIND ZONE I20mph,Zom IN-WIT73IN1MI.EFROM COAST,MISSII.EDTESTAPPWCABLH property perform the required work. 5 Poured concrete shall have a compreseve strength of PROTECTIVE GLAZING PANELS 12'PRECUTPLYWOOD PANELS FORPR01ECfIONAGAINST WIND BORNE DEBRIS APPROPRIATE 1 2500 psi at 28 days Mmum®Bidduig Height 35 FT 2VA•i- i 5 The execution of the work constitutes acceptance Of the Maxrmim N®ter of5rorraa 2-V2 2 `" " "' condrbon5 Later claims will not constitirte relief from the 6 Sill plates shall be preservative treated wood and be ATTACHNiLNTHARDWARHSuer r.BEINCLUDED PANELS SNARL COVER1ItfIlB GLAZED OPENI4G,INCLUDING, requirements of the work,nor will extra compensation be paid by metalled above the 160 oz copper termite shield _F"•+,m,°W the owner ! LUMBER SPECIES GRADE DOUGLAS FIR-LAIM SELECi'STRUCIURAL GRADE,Flo a 1450psi •.I,,,ta "(}•. - cu,r.w,,a, 7 5hingle siding shal[conform to A5TM D 3679 "1npFdjo' 6 All work Is to conform with drawings and specifications of the requirement and be installed in acordanm with the GEOGRAPHIC AND CLE MATICI DESIGN(CRITERIA ENGI4EERED LOMBHR-LVL 1 96 Fb-2,6hXfpsv&1178'TN560SERIES MAXIMUM VEATTCAL SFEAR•2,050Ilo architect and engmeer consultants. requirements of the Building Code of the State of New -- SHEATHING FLOORS(1)LAYE]i COX TONGUE&GROOVE SUB-FLOOR GLUED&SCREWED York and manufacturers 5pecdnations Ground Word Senmre Soblr To Damage From Wine 'ice SbkId Flood WALLS I LAYER SB•CD XAPARATED NAILED W , () AIE WITH BD @4.O C EDGES,E O C INTERIORS H' 7 The general contractor Is to mamtam a complete and up to date Snow S Design w Frost .Termne Decay f7's�h Underlaymnnt Fiaard ® PNHUMATIC GUN set of drawings on the lob site at all times,including contract 8 An ice shield of self adhering polymer modified bitumen Load (may) Catesor7' � Tmap. Regoued IS USED,NAIS SHALL BE 09'7-099 NAIL 1-3/4-.3'O C @ EDGES,6'O C @ DFIERMEDIATES documents and specifications, sheet shall-tend from the ciao,'.edge to a mm.of 24' , 81) 8 The contract documents and drawings arc not to be Inside the exterior wall perimeter ROOF(I)LAYERV4' AnC GUNS ARE,NAR N WITHHA@4.O C.-EDGFS,6I-7G @ 45 psi 120 B Severe 36' 'Imdvve mine II-63 Yes EDES,6'0IF C.PNEUMATIC GUNSARE USFD,NAILS SHAILBE 097-099 NAIL 1.7B',3"OC@ scaled under any urcumstarues Field approvals by the architect '{nxe,w m Two EDGES,6.O C.@ 1NIERIORS are required aro required for final locations of-tenor and interior EnercyCon5ervatlon Notes I Partition walls,wall openings,electnnl outlets and device i including light facture,mechanical devices and equipment,plumbing I All building ewek pe components shall comply with ! tortures,and de to surfaces and maten lb Chapter 6 of the Energy Conscr taon Code of the State 9 Furnish and supply all materials,labor,and equipment as required of New York „ to perform and complete the work indicated in the contract 2 All glaarg stud have a max U Factor of 40 documents and drawings 10 It shall be the contracton,s'responsibllrty to ascertain all 3 Ceilings shall be provided with a mm R-38 fiberglass +' f prevailingo procedures including storage and toilet fxllabnbatt insulation, I _ _ protection of exiting work to remain,access to work area,hours i a -- of permitted work,avadabddy of water and electric power,and all 4.Exterior walls shall be provided with mm R-18 Fiberglass other conditions and restnctions,for this partcular 10-tion battinsulation I I The eneral contractor shall take every Precaution to protect 5 Floors shall be Provided vest mm R-19 fiberghass^baK�,,,, "-,^T- - _ 9 msulabon _- the-istmg work to remain If work to remain becomes damaged dun the courae ofooration,it will be repaired to the owne,s wdsd _—__ __ —____ __:______ __ _ _—__ 0412.131ISStJM M BUTUING DEPT FOR REAW I ^9 P i 6 Basement walk shallde'pPfmded with mm R-9 _ _—_---__ satisfaction.at no addRuoru Polystyrene ngrerrasuladon . �"J� cost 12 The general contrxtr shall obtain any and all permits required for the performance of the wrork,and also file the---rY _ Prance M5TA30 a equal documents with the Department of Buildings m preparation for metal straps wen ridge t roof rafters-typ @ 16.O C permitting f foot apphcabk(collar nn _— _ 0 --�I- ,Tc• _ — _—_ -----=7=_O __--_`_-___ —___ • _4 >�.=�m^nr_"-�' are present) 13 The general contractor shall make the necessary at-rivmemts -"' to utilities and sen"vices temponnly disconnected while performing the work as required,and maintained for temporary use , 'I 14 The general cont=or shall do all cutting and chopping for all subcontractors and trades 15 The general contractor shall provide proper shonrg ant f4owde(e)Ipd connuwa i bracing for all re% ng strucbme poor to removal Of existing =is each end of collar nes - structure .ty, Pix- alt,","Simpson it f 16 The general contractor shall be responsible for necessary r2 4 r 10-equal hmnrax f patching and refinishing of the,adlacrnt properties as required due snaps to be roof rafter to i I' to contract work wnthin the project site dial plate 4 stud-typ DRAWING LIST I ymt Thin Root J* 17 The general contractor who he responsible for scheduling all T-O 00COVER 4 BUILDING DEPARTMEM INFORMATION , Inspeenon5 as required,including , 3' I.)founda]on IX-I 00 ;EXISTING PIANS ,) ,I' ;! j t (b)rough framing IX-2 00 t7051ING ELEVATIONS, (c)rough electneal A-1 00 PROPOSED PIANS (d)rough plumbing x i (e)final electrical A-2 00 PROPOSED ELEVATIONS I Exmrg Patlaroan I}. (f)finish A-3 00 BUILDING SECTION, ' 18 Surplus matenal of every character resulting from the work which may be left over during the work and after the work hs A_5 tin WINDONy 4 DOOR SCNEDUIP ', h} } I I¢• completed,shall be hauled away and the Ate left entirely clean and Provide Sampson S to a 3• unobstructedon a regular basis Waal ar d t steps at be ' , nm board t bbl plate I t 19 Execute the work In a careful and orderly winner mth the least -typ @ I G-O C i 2nd Floor Icvc 2nd car L-6Poss401e disturbance to the public Prode S,mpsan H6 a inI l l eq1 equal met straps t vie I f ie O 20 The general contractor is'sclely responsible for construction II studs of both Goon I 3 safety and shall hold the owner,architect,and assigns harmless to Plates 4 bandlast-typ from litigationansing out of the contractors failure to provtdo @ 16.O C } I I necessary construction safety means and methods Wet Bar 14Wen BSNraa.n 104 h}, Bathroom 109 h;, r fkthrmn I ID 21 Perform Che work an accordance orifi the highest standards i equal a Simpson H6 or j L }• PROJECP equal new steps to be will i and established practices of the trade,and conform to all vrltage, ted to plate 4band last I� ly I� i I� I}• '� PRIVATE RESIDENCE state,and federal authorities hawnglunsdiction over this work -typ:@ I S O C 3• r I ` 1 OLD SALT ROAD 22 Work specified shall be performed by subcontractors regularly i Pixmde appropriate metal 1� �. a. a. hWTTITUCK NY engaged in the supply and installation of work required by these bolt washer,and a anchor li ? Ia — I i I Dw h i bot t vie All plate to cone 1 1- 1Y I spechficanon5 �+ o n eroall-�O €U-111- ii ;r_T :� '' n - hseroorlNe COVER �TI /DOB INFORMATION 23 It B the Intenk that the contract document and bid ( sem) `° , -s ,1 i_ ,e o 1 II- _ r % O C(vAwe 2 stns)12 x 3' f^ e 0 speeficabons Include all labor and material to accomplish a from comer of bwldme 4 '' -r • 3• 3• 3• complete installation Bidders are requested to include any openings.)Y mm deep mndertal work that might occur during the job After the signing of Fron + <\a the contract there will be no extra charges allowed for ary labor or equal metal Simtr n s to e, i _ r+Ea>- OaTt: o,07 2013 materal neu,___ to coin lete the work whether exactly rgwboardt straps t vie i {{1_ a �' - Trane Prso.mcTNa ry P Plate-typ `, n _ c o P s described m thea specifications and drawings or not - h @ 16'0 G 2 7 �V 20 ; -a TO ,atY Y, C'Y,. wwO Bv' I, C! I � i a ,* t0i�rrasuaEN. SIMPSON STRAPPING DIAGRAM —v d PLUMBING RISER DIAGRAM v �� T-0.00 v NTS i - -_a__, __.P-_ 3 NTS - �qc `k.0 ELEVATIONS REFERENCED TO N.A.V.D 1988 N UNLESS NOTED SURVEY OF PROPERTY _-- FLOOD ZONE FROM FLOOD fNSURANGE RATE MAP � T �� rr�p�r�rrr� - MAP NUMBER 36103CO482H SEPTEMBER 2577 , 2009 TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-144-05-13 APPROVED BY SCALE 1�20' JULY Z 2013 80M OF TRUSTEES _( JAN' 2 AUGUST 2, .2013 REVIStO ) SOUW- LLt1 1 2020 ��� O SF-PT. 27, 2013 (LOCATED M.LW.) r ,; SF- 1. 13,20() (additions) PAT s �.� : 100. �1 ru k'91�;~•+'' G� CURB h f] } Q (�, ��� !1to/!4r G' ^+•.-i rS 1.^ �M SEP 1 .7 2111 'q:6 VN 3 a. 7-d aws hold own L0Y 4 EL 20.6 ',fig... ..._ E a. V-A 25.1 m 1.1 04 z 0Aa I3. OUSE sari` S • � F:t•. El- w vV — — 29.6 :�- `25.2 \ !� Q © eV i -� PORCH~ to �N x—X FENCE EU e.a ,art aE' At PI►110 , TV, TV 4i- D` R N-1 dl , ,• / WDOD ,BUU(NEAD ' S1•2?"'w NllER 23.63 aHE w+ ` • §tA��s .-�.. '�� 563 �g5 _ 67.2$ ,31"W MEMMCH WS A r.s -nwr of w 573"33 pscoplIc L 0 T NUMBERS REFER TO -MAP OF SALT LAKE WLLAGE" PLATE NO. 1 OF 2. FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON MAY 10, 1940 AS FILE NO. 1310. E sU AAT ALTERA77ON OR ADD17701V TO THIS SURVEY/S A WOLAT7ON .Y,S LIC. NO. 49618 OF S£CRON 72090E 7HE NEW YORK STATE EDUCA77ON LAN! ECON7C YORS, p.C. E-xcEpr AS PER SEC77ON HEREON ARE VALID FOR THIS MAP ADND 60PIES THE�FRONLY IF AREA=17,079 8Q� FT. A0.1 BOX 90920 FAX (631) 765-1797 WHOSE SIGNATURE APPEARS HEREON.ESSED SEAL OF THE.SURVEYOR TO TE t INE OUNOLD, N Y. 11971 13-196 �2 Li FRI I RTA Q 7 'el �O 19 0, o". Ar d- Ile S'o b9. 2 4 I. tp Iq lf'D'-P ly ve NOTICE COUNTY OF SUFFOLK SECTION NO E a Agency Y E ------ L Real Property Tax Service C.1ty­ft1Rt6M.dNY1I. E m A tv -?ROPERTY MAP E 1.TTTTT!M P N tevrtn OGO D