The URL can be used to link to this page

Home My WebLink About1000-56.-5-23 OFFICE LOCATION: y. Q Q�r „ MAILING ADDRESS: Town Hall Annex ¢- P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) G • Telephone: 631 765-1938 Southold, NY 11971 P LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: May 12, 2025 Re: LWRP Coastal Consistency Review for KIMDY REALTY, LLC SCTM# 1000-56-5-23 Karen Hoeg, Esq. on behalf of KIMDY REALTY, LLC requests a Wetland Permit to demolish existing single-family dwelling with attached garage, wood deck, swimming pool, timber wall, and frame shed; construct a new two-story, single-family dwelling (1,462sq.ft. footprint), a ±4'x14.3' second-story balcony, ±4'x8' front covered entry platform, 12'x13.2' raised covered masonry patio with a 12'x13.2' roofed over second-story deck above; 4'x4' roofed over masonry landing with steps; two (2) A/C units and a generator on slabs; a 528sq.ft. detached garage with attic storage space; a 13.6'x24' roofed over patio off garage with masonry fireplace and outdoor kitchen/bbq area; 1,902sq.ft. masonry pool patio; 20'x34' in-ground pool; a 5'x5' fenced in pool equipment area; a pool drywell for backwash; pool enclosure fencing with gates; an outdoor shower; proposed I/A sanitary system landward of dwelling; and to establish and perpetually maintain a 15' wide non-turf buffer along the landward edge of the bulkhead with a 4' wide woodchip path to dock. Located: 535 Bay Home Road, Southold. SCTM# 1000-56-5-23 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 action is CONSISTENT with LWRP Policies and, therefore, CONSISTENT with the LWRP. 1. Clarify outdoor shower drainage. 2. A large native plant vegetated buffer is recommended to further policy 6. 3. Limbing up of trees is recommended instead of removal. _ • • •• `�-- it Si 535 tray Homo Road,Swhn!d X Shr erhm—ft%far 535 HayH—. "^i`sTw rf� r '� S`,p`y � �'�µ.. �: i � r3'•, '�`c � 'Y.�s.e I f x;'.F'+'r � . r x� p I ' r t- �. Figure 1. Flood zone and parcel circled. Flood hazards exist. There is no ability to relocate the structure out of the flood hazard area. 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: Honorable Lori Hulse, Attorney TOWII Of Southold E© LWRP CONSISTENCY ASSESSMENT FORM MAY 0 5 2025 IOWN A. INSTRUCTIONS PLAN e0-1-iD I. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000 -56 _05-23 PROJECT NAME KIMDY Realty The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ .Board of Trustees ❑✓ I. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: ❑✓ Nature and extent of action: Demolition of all existing structures including swimming pool; abandon existing sanitary system in accordance with SCHD regulations;construct new 2 story single family dwelling with 2 car deteched garage; new IA sanitary system and swimming pool. KIMDY Realty 535 Bay Home Southold, NY(SCTM# 1000-56-5-23) Updated Project Description Dated: April 23, 2025 Demolition of existing single family home and attached garage (1,976 SF), wood decks (507 SF), pool (604 SF), timber wall, frame shed to be removed. Construct new single family two story home with crawlspace (1,462 SF footprint); 528 SF detached garage with attic storage space, 2 a/c compressors, balconies, entry platforms, 559 SF covered porch and deck; 20'x 34' inground swimming pool, pool equipment, 5 x 5 pool fence enclosure, 1,902 SF masonry patio, proposed IA sanitary system, 3 x 5 concrete pad for generator and generator proposed 15" non-turf buffer at bulkhead with 4'wide woodchip path. DCCEE VE APR 2 3 2025 Southold Town Board of Trustees Location of action: 535 Bay Home Road, Southold, NY Site acreage: 16,429 SF Present land use: Single family residential Present zoning classification: R-40 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: Karen A. Hoeg, Esq.c/o Twomey, Latham, Shea, Kelley, Dubin&Quartararo, LLP (b) Mailing address: PO Box 9398, Riverhead, NY 11901 (c) Telephone number: (631)727-2180 Ext.266 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑✓ No❑ If yes, which state or federal agency? NYSDEC C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. F7Yes ❑ No ❑ Not Applicable The proposed improvements are further landward than what currently exists.The existing house and garage represent 1,976 SF in coverage and the Applicant proposes a total of 1,9o0 for the new house and detached garage.Additionally,the Applicant is proposing a new low nitrogen sanitary system.The proposed pool is also being shifted landward by about 20 ft. 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 0 No 0 Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes ❑ No❑ Not Applicable The proposed house and detached garage are landward of the Pier Line.The adjacent properties are screened with fencing and vegetation. Scenic resources are being protected. 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 The property is bulkheaded.All structures are being shifted as far landward as possible to help reduce flooding and erosion.Drywalls proposed to ensure stormwater maintained on site. 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 ❑Not Applicable The Applicant is proposing a new IA sanitary system and to use existing public water supply. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑✓ Yes ❑No ❑ Not Applicable The Application seeks to move all improvements further landward than they are currently. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes ❑No Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable 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. 0 Ye❑ No❑ Not Applicable The proposed project will not impact public access to and recreation of coastal waters. Attach additional sheets if necessary 0 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 To the extent applicable, the Application seeks to move all structures further landward Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No❑ Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No ✓❑ Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No ✓❑ Not Applicable PREPARED BY TITLE Attorney/Agent DATE11 'la Jay liEEbEG NO—um No.m I ( NATGI, —Z_ �\_ _z— — _ _ _ — — _ _ _Z — _ _ - - t�1/ _ _ 24.5 x�J x5M t,a°a � �y 'O an °• � �� s C4 \f\a°°-�:�0� a �� BT-0-03 \ € • ,JryLe` 2.1 E ^I 1 202 oxa21J _ y, za-,a s / , iip.) oll— ♦ ,u ° / �.L a 01 x0-x0 / ,1,9 P` M13 y �� O m // \v N ♦C, ^/ O. oazsxl a ti az 2� b 3 ♦ b T ° 2T.IAell i�'4~•o'�ep, � �F.4" \}].BHc\\ ��° ' yy a�.y` o TvnN av d`�`• v.9� "`.8 /O' \s `O v r' \�� ` o� �;,b y"d�� f .a ber°sown°F.r"�''`,Nra— i/ s de`'�✓�a a^ '\ �\. `.5•. �06�s ,T1A(q \\� / `� a \`a l / y ]0.9N.) 12 caur 9U— /f^ © TOM OF SOUINOLD / Q � a l � •,E '� & T.c/ e 461 -s to ,�, � i • C .a ,],� / )� � 10� � , �o 2. • 4 .t A d, i y Iy ,bp A. @ll.° t tv� ". .17 jy JJJ -_ ,d ��a;�✓�r \ . � �. ,� " tea. r�a,� 7e �'�q,'�"`' a a ` 1 , - t, _ \l 1.3 t d e y drei 7'� �' \ - 4 1 �4, \\ LINE/ % K � #' @ �� > > LK COUNTY OF.SUFFOLKO Nrnice >E a ,oao sEcna+No.'., E wp. __ —ZZ— •• Na1s,n` WmBrMS.atewiolaxucp, Y 1 ems,.. -- -- _____ ,�Nu Real ma...lmT.u,�sxia Ar nsogency W srouc ceurtrr 16u or� o m ,ao- .Nw ,;o,JJNoIo 056 o w__Tu_— .e,n r 12t) o.�.. .. nenir sert�n acx P a. +5rr s ..urt' f y�) s�' ail _, a:..'! '{ ��•'r' k�:��`'�y"`•Y. Y�D„R •�... i� - ... w�• .. ••• �.rw: •?—,:r•• ski �' —`4.''' v y,•_ � c _....•.._ rM T ;,.✓ .-.y. ,a1 I a ' t`r-� CS �t •-Air - 535 Bay Home Road,Southold u'c f �e . , woo•, y7. �' �3•, iY"'r`t��~ ��Y+s,�„•"� '�`'�1•,A y yam,. . , /� �/ /� ��`—,—�,--�`""s' �.,..,..�++rr a- FZ � a L' :.i '.• � �' r '� SYI'�ty�' t jf 1�X re <, _ _ r :� �. Lam• '� _ +,ram >�,,� } �.. � � �� _._�__ -- 3• '/ "'.��..�„s :f..el�i J .' Ifs^F �. `\ `�`�.� ��1 e. 6 535 Bay Home Road,Southold 61 � ` *r- Ar II44 4T � 11 I' ' - \w. r •. - ;y'�, 1 ar a �,. �� 1{�, � h Est zR�l• ,� _ _ Y ' . 44, VA t r 1✓e: a y� fi=Y '7►'a('3r,oy n `4 *� j'A *..-'Tr .:� '7 .��1 r WIif � r 4• 535 Bay Home Road,Southold �� .�y .. vF ` 41'1 i r ',�� °!�+'..�'` :�SPt'1T �'1� `�z �• �.��:.. r 1 la f�s `,y.�171�� r � `� - ! ��I�}aV ' !^rAv!�� ?��a`►!. r� � �I .... h �,�j_ he,F At WMI Mill, nM1.�.'t�ai �� ;��'`'„atix^�} ',�• � ( � 4',}'i ��"� ._. � �,i��f�` � rj;� .lfJ�'.1 � 6,�q � r'�• �"'- � - � � ,~! X + t'!s rtn ! �a��Y'�".V"�`��'S x) '- -��i�;',.� 7r�r �-,�,t _,,�,,. •, �� 'j�, 1.. ~t��A �� i _'e�-- _ .3•' .�=i� 'ri'r� ht` .�'^k' /�. A 04 At Ji WT ^s�' e�. '�1 MI�4�'G�. �q!y,� _ _ '�* ��.} •� ,i ir,� la' '��p� �,FT - .si�ii�-'__ �_a�. VV! s -t vr'��•�1!�'itr, ''"�1,� .,.,. '�R. tjr - �''��'Ac� `�r.t_ a, OL 535 Bay Home Road,Southold 41 1, .r • •; y y �. � *�"�.r„-► Ij it r � y '��1.�7r,•% {'r � • •i �w� -1w74. p�lw��y�ti:4��fr,t*'��t f'- � t - �.�+• ��% �� w' ,1 r, tl��. .:�r �'�ry1_ rl Y'y`Y�� Jet` :.�-"�fyr,;1�,;,{.aIR\ a,}.,��, .'yL•= — � .' � ,i � I'� �_ll.a �n �`�e•ky !� �r�tif�yrr J��1�1 ':.�J �, t,r Y , �' .i r,. @,, kd� 4v �'�ill� t r1J4 �• '�i' ;. ,A - �J N �` ,� ' ; d C .', � �fy 1� � 4 r., �� I,t �4 Yq � w�'z•,,,�� S Y+�� lh 7^ „� , r l.`f.}'+`'•°%.N1►b5 11.r�,t: r -+.1, C irli`{+ Sf�1` �� r {1';r ��' �.�ry!C ";`i�� 7. '•o.y�,, t;l'�_ 'F77`,�!A� �yn!,R' !r•;�?�.c1,;,1?T;Y1r`a r1 � u;,.i-,, tr r" .. . . ..:r' GENERA4L NOTES. I � ..__.. CCOO7FRAOTORHAKINSABDFMH=ONTOFRO.EGT5 MADE AHAREEYTEAS NOTE THAT IT5THE FWIWTICNOFHCKD4 HOOD 6AIDFROOO75FROM DECAY SAILBB PROVIDED N THE FOLIOWNBLOCATIR6BYTIE�aF L ALL OF INTENT OF TIE OVER TO HAVE A WHPLEMY DMTAtLED-OB AND SNAIL UOSWA D THAT ALL N ECESSAR1' NATURALLY ORABLP HOOD OR HOOD THAT M FRES�VATIVETREATED a ACCORDANCE HIM A WA U L LRISEHrtfTHE THESE PRIOR R URM THEY WSEOFCRIFIED BY OOMRALTORPRIOR ITO ZTIoN 7FCIGTiDRFAM/DL�iCFBANC1151CODITM HOW70C@LiETE71EINSTALLATIONSHALEEFERFMWATNOA001110 LCOSTTOTIEOdBtOR L MOOD JOISiTSOR THE BWTOHOFA HOOD WRICRW{LFLOORRe CLOSER TNANrORH.7DO61f�H25N@IOOSBt TIN trToTHE ARSE NIN 77iSE FLANS PRIOR TO OR tXRDUG THE CORt�iE Q:CONMiRUGTiO1,CONSIRIG7ION SOLD CEASE AID TIE ARCHITECT SHALL IE PPLLEOT. p6i��ED EROHO a ORAIt SPACFs OR UEW.AVATED AREA LLYJH7®1d11Ci THE Pf�Y OF 1FE @ADM6 FA.tDA71011 ARGHITEG7URE.PLUG NDISCRIPAwly.OTIFIED D41EDIAlELY.FAWRE 70IX11HL5 HILL RJ1lT N THE ARCHITECT A59.I@I6 ND LABLT7'NT11FE ACTIONS TAKEN TO CORSET THE 2 HOOD FRAM!18 THAT REST ON COMA OR HAWNR'EXTERIOR FOUNDATION HALLS AND AM LES TRAN X FROM THE 2 PLAN D�6ROID. Pk 631D165516 DPF@SHOHM ARE FROM FRb41 HALL 7D FINISH PALL,U11r6 OTIHO.OSE NOT®. I SUS I S�ON A CONCRETE OR K450 Y SLAB TEAT 15 a OQSLT CMACTNBH TIE RNAHD am SEpARA7w FROM aU SLAB BY AN RFl3IVIO5 Fo�5M BARREL E DIE5dAR6Hi7EGTa6MALWH A ALL FOOrMS SHALL WAR ON UDMTLRLID VIRSN SOL HAVMB A NIL 2DO0 FSP BMW CAPALTY AS PER 20M RESIDENTIAL CODE O WX YOT1C TIE BUS OF HOW 6INDEt5 ENTEDNS DITERIOR HASORY OR CONOFiEm HALLS mwe CLEARANCES O LESS THAN Lw ON TOM 5o>5 ITA74 SECT.R40L TALE R4OAI,OR COMPAGIED TO COFORN TO THIS CAPAOry.F COFACTM 15 FERFOTd�SOT.7ESTS NIL BE fY2mm 1 4 E 1101 WAE4L.Y AVE.HOLTWUA NY 11742 rFOrED BY THE ARCHITECT, L HALL AID CLTLNS FDU56 STALL INACACCORDANCENIN7Cm RESIDENTIAL CODE OF HEM D9 YORK STATE 5.HOOD S=rl SIEINHBL AND HALL FRAHM ON THE EXTERIOR OF A BIR MB HAVDHS A CLEARANCE OF LESS THAN PRO4 TIE CIUM 4 ALL CO CREIE PGOfM S OWL COFDRH TO 2020 RESIDENTIAL CODE O°Mi YCW STA7F SFLT.MOO NIL 2500 PAL•26 DAYS PLAN TARE R702PA OR LESS THAN 2'HEASIED VERTICALLY FROM CONCRETE 157E'A FOROH SLAB%PAW SLAM AND SMM HORI7OMµ S WAC5 Wow CO IC RETE RIM OM33.6r,E NOTED HTHRR THESE PLANS OR SPECAWA710N5 HIM APPLICABLE 2INTERIOR HALL COVHRINB SHALL 6E N ACCORDANCE MR 2020 RESWMAL CODE 0:HEM YOM STATE, TO iFF FEAHBL 5.ALL FOIDATOR HALLS OR S1.AR5 MALL HAVE PRL�Q,fE T EATW LP.Tj SILL PLATES NRI TRAWL HETAL ANCHOR BMT5 Mo Ir FROH EA `' CTION RIM &HOOD STRGTURN.08 SFPDRNI9 HOSTIRE-PER FABLE POOL OR ROOFS THAT ARE DPtYSED TO THE HFAIIM RICH A4 MOO .. CORNER TO DOM HURL T INTO FORA COIL.PoIIDAION HALL War SOU HASH M ANCOR BOUS SALL ALA BE LOCATED NMN 6'W FROM A DM3TIOR YUII.LOYHUN6 SEAL ff N ACOOUANYE NiH 2O10 RSDBIML CODE OP HB•1 YORK STALE WNC✓£IE OR HASO RY SAS KESS SEPARATED FRO4 SON FLOORS OR ROOFS BY AN MERVIOM HOSTl18 BARRIER L7 r 7HE ENDS,OF E04HI PLATE STOMAS PER X16 WON MOM 92L1 REFER TO WCH TABLE 3M 1=4 SUET A4,FOR ANCHOR BOLT Sig 4 SL n RO3. 1 HOOD Riam SIRDM OR OTHER HOOD FRAHN618•BERfi ATrAC®DUMMY TO 71E INTERIOR OF D E NCR MASONRY HALLS OR SPAGN6�fi1R@8TS SILL PLATE TO REST ON H£T/1L 1HRlfTE SIED3 No SILL SEAL M3LA7fON F7X.ED SON 7ERHNE SUELD AS PER HFCHL CONCRETE HALLS EEON GRADE EXEPT HHH3'AN APPROVED VAPOR REPLIDHt S APPLIED 6ElHJ8L THE HALL 1 THE ftRRMS STRIPS OR &AL CONCRETE HALLS SAIL COFORH TO 20"RESIDENTIAL CODE OF NEN YORK STAG TABLE R4022 SHEET A-L PLAIN CONCRETE RUEB, 4.ASPHALT ROOF SI S SHALL BE INSTALLED N ACCORDANCE HI H 2OW RESWM&CODE OF WI4 FRAHM lla IEM 01HER14 E NOTED NEON THEE FLAEG OR SPECIFICATIONS,NO APPLICABLE YORC STAB,SECTION R.W52. Tan n iFifATN3Rl'Am71 TL PROJECT TMM %ALL FaWAIOH HALLS SHALL BES.135VEDAS REGLIRED,FM INSTALLATION OP ALL MW LINES OR OM REHERnS FASSM WZM THE raWATTON HALL I ALL NMBORHAUSNBABRLUHMAmonm IBM HO1 MART SSAMBEFIUS®H7HHOS'N FEDCIITUM NOTCHES 4 MUM HOLES OFFf'�VA77VLLiRFATFDH00DSWLIE7FZE 11IEFTBDNMZOROANCEHTHAHFA PROPOSED DWELLING 4 6.Me INDICATED ON VIES£KAM ALL STEPPED FOOTM 9 STALL WIVE LM TOPS AND B0lTaA SET HRH A HA10•LM 7H0 HORIZONAL TO ONE VERTON. RESISTANT WPaN BOARD 4 CEENY BOW N TB 4 SOHEt H4. DD8510N 6.R9O?.9 4TRP etucM R4TFTI A ale INOFX FOR HL'T A CAH lx-.----•'-PLAE ALL HOOD TIE Maw.&ewvw N CONCRETE N DIRECT COTAGT HTI THE 6Raw OR EH1EMCEI)N CONCRETE 6'RFAaAHDSOHx-L,<vEDF>DME-25 FOR HALLADCEILMFM H5SALLBE11ACCODACEWIN PROPOSED DETACHED FTLL ROM EAVES,t M R M6. SECTORS RMP2gH TIROLSI I=qA HALL AD CELL Fa1M SHALL HAVE A PLA E SPREAD OM CF E)F0!O TO THE HEATIHR THAT SFPORTS FETHAEU 511MU S NWaW FOR HM OCCPAL'Y SHALL BE APPROVED 6ARRaRRGE q.A1 ROOF DICATEDONIN SE LM AND ABO ONFORH OCE HITH OVERNMPROFS AD FCUDAT10R5[RAVE%:ACM SHALL BE NOT 6RRFATER THAN 200 O=qt.HALL AND CMM FV�RB SHALL HAVE ASL01�-OEVBAPID BDE%OF FRESERVATTVETRETED HOOD SAVABLE FOR GREED CONTAOrMDILFPY7HAT WTREATED H00D IPID EBP+H.Y BHDH VEIRAIED A5 DDICJUIED ON TFEg FLAB AID N laFO7HWICE NTH 60VLT2l4N5 RE&1A11OB NOT 6RFMBR INIAN 450 poag2A IS IUHATR LEVEL OR GONIMgISLY S81ERSED N FRESR HATER BALL NOT BE REGAfE7 TO BE F PRE532VAIVE-TREA7ED. LO ALL SISA7H1L5 AND S93DORMS SHALL BE EXTERIOR 6RADE AND AS REOAREI)EY ALL 6OVERIDn RFAIATION& 1 HOWIE VAFM RETARDER 5 W BE DSTALLED ON TIE HVRN-DHH87REt SIDE OF TIE DMIA7ICI N All.IL ALL FLOOR JOIST SHALL BE DaVI ED AT END RUM,RICER PAROTOIS WNW PARALLEL TO 7H@I AND WM EAITMES. FRAUD HAlli FL OO11A ROOF AND GEMS CVPRSa6 EE81TS OF THE BILDINB TI6p4µ ENVELM IN m CROB6 6UDSM6 SHALL BE PLACED IN ALL FLOOR WME r%H IM M OF 6<O"at CENTER AND OF 7YPE REQIRED EY 6OVsaEMB CORMICTIOR CODE. ACCORDANCE WIN 2020 RSIDEMµ CODE O NENYOM STATF.3STION RI021 F�KALIA 6G TO 06TALL SFSON 7Y,' T ARE TD BE B.ALLINSTALLROOF FL RAF187SEA7HNB VERTICALLY HFRIC Y AT ALL COREEL NALLDUB 5P6CFIGAlfO6 W f.OFORi 7D 60V73troH611PiilA1015� D.DELAl1OI SHALL LE N/OCOfIDMCE HI7H 2OW R>'>IDBMµ LCOE OF HS•H YORK STATE.CHAP.0.TABLE GALVNUgD IN:Tµ HOST CAPS AT RARO�AHD DRHY.ON ECTED AID COSiRO7ED W 2di S71D5•S'oc.N ALL ROOF RAPINES SHALL HAVE FLRRICJHE 7D5 71V1T AnALII TO TOP RATE/STD. Mb2L2 ARE TO ff pSTALIID AS Ft3R RYS PROJECT LOCATION, ALL PaaF.VBFJW CONFLTIO6 2OW RESIDENTIAL CODE SECTION 1814 YUTH R-21 BAn C54.URF6 5.BLOCKM SHALL NE PROVED®70 SPPORT ROOF EUFREEj FASCIA BID516YP2M BOARD C RNERS AND�CABDrcT5 AND ACCESSOR g ETG R88t TO FROST CONFL710N ONE CARBON MONOXIDE DETECTOR 5 TO OTR3S45E ROW.REFER TO AIR PETAEA S M7 A4L BE INSTALLED ON EACH LEVEL.AS MR SPA M NOTES 4 DETAL4 N6.INSTALL FIRE sTaPMPINb AT ALL Rr LCYATIONS TD COPLY NTH 2020 RYs CODE SEC7OHM SOlA,602E 1 Hamla AD MN umsc ILYA 2OW RESIDENTIAL CODE 9"sTION 535 BRAY HOME ROAD., tt PROVIDE FIRE RATED A'fB43 ff5 AS D1DIUITED ON DRAHNEG AND a coht tIANrE H11TH AFI'RaFwAe TS7D1B A6BLSY STLMA7101L ALL PENETRATIONS-PPE,GALE,NR,VENTS OR OTN E R FROM GOHOTOtaO SPADE TO SOUTHOLD,IV I I&CONTRACTOR SHALL INSTALL HETµ HALL T�AS PER DRN-0H6 SPELFOAIO S IN ACCORDANCE NTH THE 2020 RSD87RAL CODE OF NEW YORC MC DRONED SPACE HEST BE FOAM SEALED AND DEMIATED AL FRAM JMn STATE SEE DEULL SST FOR HALL ME LOCA710LS, LOCA7ED HIM COHDITIOED SPACE H7H SMIOR WXITOSRE TO UYORDMOLID SPACE Rm LOAD BEMINS 5TF4 IRE HST BE"LAB FOAH SEALED 1 M9LATED. 6.4 MALL R1373tO W TIC VV.OF HOOD 61RDERS MNLFAGIIR'ES SPECIFICATIONS, 2e4 SIDS•I6'"mEss,OnEmm HASORY OR W.ALL FLITCH FLA1E Slt$S'ELff®CAI 7FE5:DRANHEfi MULL ff TYPE Ar76 NTH lNf S7RL�Fi GF?376p PS.FLITCH PLATS STALL HER FASTENING,NETTLE H ENE E✓;H CONC�IE HALLS MIST HAVE KNI1 11 DRUM AT 24 Of-SIA668iW AND 8%TW WIN TP DAM BOURN WOERS AND HITS TO FRAHM HATEWL 4 TAM INTO ALCOMHtETFHt THE N�®�R� CLEARANCE OF 051NCH ON TOP% 2O ALL STEEL COLORS SHALL BE 4'WEM 4067EM PPE CO.KES OTERHF.E NOTED ON FLAWS m HNs BEAH5 OPLOADED'OR'SIDE SDS AHO L7D5 OF 6IfUEt 21.PROVIDE POSTS BELCH ALL 6IRCM 4 BL=SOLID DOA W PCRDATON HALL OR MWER.®OH ALL LVL H8CER"a DffOSED TO THE DITHUOR SHALL HE HOLMAUZ LOADEX. SEAL AND SIrSNATi1REr 22141H2 TO BE Ol7UAA5 M Fo-Wo,&13 x 104OR BETTER 23.HICROLAM LVLS BY TRDSS J757 NN F1D.211o0 PS,&L9 x 104 TTPICAL STAR HNMAII AND GPM 24./AMST�EFAM &OWE%LM3AE MWSW1ffASFBt A57MAM.F�23,WFa29xd ��4ND�• FIRffiDOICN6 SHALL E FRDXW TO CR OFF WIN VHRILGAL AD wF=NTµ GOCEµw CRAFT amis6 no TO Pow L 6 U4'HAX RISM M N,q'H®L 7Tifw DBTN AS PER 2=WS RSIDBTW.CODE EFFELIWE FIE BARRIER OMN331 STORES,AND BETi�N A TOP STORY AND TIE ROOF SPACE.FDR737 o=4 S ALL BE PROVIDED 25.ER TO B�IACnRERS TIE DOCM TIONUCTdOtS THAT LOSE M CONTACT lU7N ALCi TFifA7ED LLIN38t HMbT DE56NED FOR SOFA I� N HOOD FRAHE CONSTRICTION a TIE FOLL aIMS LOCATIOI& REFER TO FMNFAL7lRHta SPECIFICATIONS, S'LTIO13Q75J AND 3U752 MEP NOTEA' 2 PROVIDE N OSINSS A6 PER 2020 RM RSOELML COOE SECTION 3U.=5 TREAD,mr. L N f.ONCFµ®SPACE OF SfID HN.151 PARTPIIORFy NOI.OMS FiF3�SPACE AND PARALLEL ROES O'SfU75 OR STA[�SHALL BE r HEN.HH 3M ND NOSNS 5 PROVIDED L IN C A5 AL IDSFa 2b.ALL PB•EDIS HJl1O,AND EFL7ROµ H•C7 IC SHALL BE PE7FORH D BY LYBEID AND OL9.F>ED OOHTRAGTOM AND N MCOImANCE NN Nl 3 PROVIDE 11J."WICIN AT STAR A5 FER 2020 HYS RESIDENTIAL CODE R0.14 U VERRCUaf. TIE CS.NS AND FiDOR Il: APP ICAHF CODES AND RE&LAINS ASEC�i 4.FHAHORAL REO.IREHERM A5 FER 2020 NT5 RESWER DAL CODE 9LL7HON RX18, D BZFICA LACY AT CEILMS NOT,=L ENS D FL 2L ALL MOM HATER AND 53•NEE DEPOSAL SYSTEM SHALL BE DS16NED BY ODIE RS AND U6TµIM AS FE.6OVEU@U HEALTH DEPARTH81f HANDRAILS HAVM4 MUM AND HMXIHM IE&TS OF 34 INCHES AND 36 NOEV 710N A6BY.Ei�GI1D887TS, HFASURED VBRIYIIILY FROM THE SLOPED PARE ADJODUN3THE 7FFAD NOSIN%MALL BE AND LOPE CTERCO PE04MM CONCEALED VEINAL AND HORIZONTAL SPACES SOH AS OCCUR AT SOFFITS,DROP CE LASS AND 20 AL HEM UTILITIES,DIDICAAUP SALL LE DE 15"INSTALLED AD TBTHDNAIED BY LOGY.UTILITY CC FARY A V N WWVWA 2 NTH FROVIRM ON AT LEAST ONE SIDE OF 5TAI RHATS,ALL RELIBIED RVIORALS SHALL BE &N CONGEALED SPACES LE&EEN STAIN STRINGERS AT THE TOP AND SM04 OF THE MR ENCLOSED SPAS WIPER STAIR SHALL APPROPRIATE RLEri AND O 13E U DE AND ALL 60YE BCTERNM III$ MP CTLY A0V£THE TOP RISHt GF AA Fii&T TO A PONRDIREGMY ABOVE 1HECM=5 71E PILL LENSTH OF THE STAIRS,MR FOR OR MOM M36 PROK A POINT LMW COFLY HIM SECTION R3021 29.ELECTRICAL NORC TO EE UNDERhMTTER'$1N5PEL'TFy AMID APPROVED. REM O THE FLI&R.ENDS SHALL EE RETI M OR SHALL TERI-MIE N NEHB POSTS 4.AT O$INSB AROID VM PPS.0I107%CATLS 4 AIRS A7 GELMB AND FLOOR LEVH,WIN AN APPROVED HATE RAL D So'CENTERLINE OF TYPICAL EECTRICAL OTLLTTOED MONIED r-WAFP.ML6 OTTERHISE NOTED.CONPRAGTOPR STALL RIUM AND IWTAL A OR SAFETY 7044ALS NADRMS AD146M WA HALL SAL HAVE A SPACE OF NOT RESIST TIE FREEPA:6A61E Or MAE AD FROO,GTS OF COMBIMI0H TIE HATEIAL HANG THIS AN"SPACE SWL NOT BE RpT6 gy MOL510H OF VETS NONE,7}E OM83R HAS KNIHM OF OE OTTLET PER HALL A TOE GULLET FIR 7HE.VB LINEAR FEET OF HALL LESS 7WW 15 DYAEi BETHIDL THE HA U.AND THE HANDRAIL R✓FMIRED TO HEFT THE A5M E136 REWREET8. Bffi1 AVID THAT PRIOR TO T EY COST4OHAS 5.HR KISH 4 16TAL&LARD RALS 1 HOOD SP M S SPACED SO AS NOT To FERHIT 5.FOR 7HE FIRE OMNS OF C HNEY5 AND FIREP.ACS,SEE mom RIomn AWPoR DE THAN HOW R SHALL 0 TIE TWX 3L C CONTRACTOR R TYPOµ LIGHT LOCATION TO BE LIGHT TBD 4'O'ARP.Was D T�COPED. PASGAEE O A r DIA SPIELER.N COHPIUNNE H FTH 2O20 W5I�iDBTb1°�CODE SECTION 6.FNtEDOCKMS OF CCR ICES O A THD FA1IL.Y DHBLNS 15 R52VIED AT 71E LIE O OELMS OUT SFARATION AW/OR V D,m•IO OBTAM A SHALL 71E FROM 32 OOMRAG7CR TO CNFODUIE IDCAT1011 OF LIGHT Fl%fU2f5 HRH SM01�DET6GTO6 R3R RES60VERNUNS W DM6 OLPARREFT.O EEL CABLE.MkTA AND TELFPIIRNE JAM TO BE FURNIWED AND INSTALLED BY CONTRACTOR AS P M NOTO MERE REOMREL•E7RRIS, TNE 4T DOES NOT RECOMMEND yEP R w.DOS NTr 34 ALL WAG HORK SHALL BE DSI&ID AND D6TAlM A6 PER 7HE 2=R�TW.CODE OF NEIN PORK STATE,GAPIHt D-23 nr�reRVaa Y AND &IARANit3:THAT SOLELY BY THE PREPARATION OF ALL ON.TS SINE 6E DUSLAIED N ALCGYIDAULE HDEH REEL 2020 E876Y COU532VAT10R CODE OF TEN YORK SLAM SECT.40 7HF-F wu T nxcmvnr!I ny ppOpgt FAVMME THER C/IHL:JQRTTN4 SW I BE IN AME I DM 2020 N �>E NYS Ck Fh SFfYRl+:h"'s A.I 316,c�^S C n$.AYORIC LL ELEGTRCA.FOIPHBU 1 HMO SHALL BE DE MUED AD INSTALLED N ACCORDANCE W GAPTES 3"OF THE 2OW RESIDENTIAL CODE OF 06R. ALL TRIM,MOLDING Alm MUMDERAR AND OFPROVA 1 Y A OVAL FRLOR W M 345.ALL HSPAN: MER IS P89NM A5 A PERIOD WHEN{FOR MORE THAN 3 COit56GUTNE DAYS,THE FOLLOMNG COMM E%IST� CASMG SHALL BE COSTRUGnat 36.ALL SLALL C AHD W SECTION DOORS MALL EE R6TALLED N ACGOFIDAOE W 2ow RESDE TI L CODE OF HEN YOM STATE.MOM RISM ALL tA6E DAILY TB9'ERA'MRE 15 LES THAN 40'F 01C)AND Sa ECTT D BY OWNS;TYP. H.un ad FRwb6r. A ALES SHALL GSHALY WLCHR30D. TRITE RATURE 15 NOT 6REA7Et THAN SOT FOR MORE THAN OE HALF or-ANY 24FR PERIOD 31 ALL HIIOOMS SHALL BE w lOH P D&LAT®A Amm ME DAILY AIR TE•4'ERATURE 15 THE AVERAGE OF THE FU6}E5T AV THE LAYF5T TEMPERATURES OGWWH6 DUWN6 THE Na Dds wu�.d R.E&. 56.ALL FLREIHS HORICC SEAL BE DEWID AND DSTµL137 AS FEt TIE 2020 RESDETAL COVE OP N3H YORK STA74 CHAPTER b73 DNLLBIVE AL OM MIDNi6HF TO HLIDM6IHT. COLD WEA DO ESTIC HATBt SUPPLY LDEr SALL BE WPFER TYPE V MUMS 5%H WauM LEAD COTEU SOLDEt TF�j,AS Dffi�7 M A�fj06,V�l1AllY%TAILS DUWN6 FALL Atm USUALLY34 THE ARLNTECT HAS NOT amN RE7A17ED FOR coam G m AOMNUSTRATION ANDAOR SFERvIs H O°CO6T wim FOR THIS UN� MECHAMCAL COPE Ap/p ElUSTIHe cotamONS ORAFTINs PROJECT. IF COLD 1•MnM CONCRETING HM SHALL OCCRf{THE aRRAL CONTRACTOR SHALL MAKE HIH SF FAMIJAR kMH THE FAN1Md4 FOR SPECIFICATIONS 4 PERFORMANCE OF HPATMG 4 COWN5 WHAMCAL cLFT ALC3PfABLE PROCEIM5 0 STANDARDS A5 SPECIFIED IN ACI 306. FAILURE TO PROPERLY CARRY Off THIS WORIG SHALL RESULT LWiS RggZ TO MAWALS VD/5 BY OTFERri 64.SNARL R8$t TO E 1TEy 6t M TIE ARLHTEGT ASRKW NO LABILITY FOR DE MUM WMTURE A COPY OF THIS Ci2w S+TION 15 AVA AM F UMN REGVEbT MANIFAGTURERS SPECS FOR CLEARANCES,E IGTRICAL,PLUMBING,RILE 4 2rAW REVIDt PRANG FOR VENTLATTON REMIRDI NTS. �4DESON DRARN55 T V"VREV SM ID4 NOs FOR CUBIT �4 PRO6RES MY `; TM - � LEGEND A48BREY1A4TION5 � , c' rj ice' ,S;;g coH57wDc7TON TDNRANRss r L ` L...491 NBM T°CLIa7ATTON AM T°OiOIINB y 7. Y N45i DOOR r Rw �Tld6. "a-ANTHONY FDHEt BEA4 HIM--HARPAMIREIR5 NaIm NOW FRAE FIAT r' 1 COT'F �,,.<• er?:.�.♦ tElt 56R®.40 5MEL PUPB HP.-BEAM POC�T MD.-HA50lRY OPBUN9 PProJed REEL. 23-14 ` DGGRSDt I o I GOLLl1R W aw THGIC TOP 4 G-L-ca-m J7157P• CIA-OR cam HiRM9H6 NOTATION 5D RUOTiOH s7�BFARINRO PIATM CR-C.AR E101 MONOXIDE OSA-ORSW 57PWD BOARD sOm a 1000-56-5-25 eEARM® EC smo DET59110R L--J DR N RAM LGGA� m CIT.-TIOM TO COLLAR TO 5 FA-Pojw COCRETE SITE ® R>�VB OM75 TO BEAM AM DR-LDON P.T.-FFE.'�5M TREATEDra TCRSa R�TO POST NOIRE 57fdG7URAL ® I.IOxpppe TO LLLBE�Y HIBL -D� FRS.-REFR16EtATOR FLOOD DOS, ZONE' DH-DOTE FITS ID-ROOF DRAN �•IamTruM "`< ^-' LAM f.A{ FOR LOIU•N•FOOTH9 517'b. D-L-COCK OM75 DIN-DISCI SWIt P.O.-ROOF RAFTERS SFHERSr NONE RA-ROOF RAFTERFTERS ,,• .r;eV,or;en truce-�..ue .. 1 xr } '" ��j 90 GTI KK EJOWKT LOAD 13MARIND HW.L EXIST.-DU5TIH8 TPA-TOP OF HALL Dram BR^ DLB/KP aRT EXTE ws OIR GOAD�NRMS HALLS SMLL EP.-ELECTRICAL PAS. Tm.-Tn%AL t '•R' '�" a°c •,S`S SECTIIOON rR�S 4 HU5OSAA N.o/N HAVE 50.D BLA.KRi4 FD:FLOOR DRADI WF. VERIFY N FIND NOTED Trw(Y Fob -' Fr.:w,mTM, i# ' }s t" RAGED LETHIDI$71D5• FL-P15HH F 4' HOLD Dow HAALL. -w Of.V'EAICALLYA FFW-FIRE PROOF SEP CLOSING VA-VALLEY PATE ®.••+? :^�." " ``+ 't,°,I CaHaraTO:_s•Cowan, 6AI.V.-OLVA M VAR.-VALLEY RAFTER DdRn 10/l0/� TYP RaER T O DBTALL. '��seR:TtoN HAM GYP.ED.-6YPSM BOARD HM-HASHES MACDLE .•. 4 Lr Yes e a SLEET A-0. FF AR. H NOT ..r,on.rc•;-,L-•r,:Q }{, �`�r 1 ��2 �; r':3 FHI- i M7ER HFAIEt INS L DISMA TION LOCATION MAP LLv-LONG,LES VEL7ICAL Prof 15 LVL-LA•EMATED vEE3t tLH13Et North SCALE H.TA . 00 NOT SCALE PRINTS f 710CK COIJtM PLATE MOTH(y BN• V_ 6d.IW OZ, NAILS•10'Or- IAA!!F I'I.EVBNs PLATEICATIOM VERTICALLY VE3MCALLY PR c at To�� Ica+r�x s w ALLOM • 0 sn r POST 0 sTlrosi P osr ARCHITECTURE.PLLG ALL AROUD COl1Rf1 �� TO TRAMPER SHEAR HOINSLVDOM ALLATION 1 BASE PLATE M Q'IOLI NON a MALL HDIB-5D529 HOLD D"AWA40RSSBBY PF6 681916551D HIM K'ANCEHE BOLTS AW a 'S1vSoN'AMHORS BY 51FP50M 8 DI>:�ARGFIITPGTD6MAILLOM HIM HOL T B�I•Etlf. FUER ALL �OOM40N a Y �• THROW"BOLT ev SAW gyp Y1N3' S THROUGH BOLT(w S/b•. TOP OF ARM FOOING, NAILS• e � l 3� DIAK MAMM BOLTS W l � N AK/4Ca'�BOLIS Ilol HAVERLY AVL,HOLTSV UA HY 11142 CMAMTE SLAB TYR I&OG a VY WASHERS W W H•HIM R •❑ •❑ WASIM 4 NVr 5/b•THREADED ROD S��THREADEED RODFROH r , .I I•'':,•' R883 70 BOLT HOLD-TDo"s TO BOTr. '.:• II"• Ilj�,. �101Re aF N Barron PLATMS N 807TaM PLATES �'• . FLOM RIM JOIST FLOOR/RIM JOIsr PROJECT TITLE, •sIH GTR�I,G Tom• o I I PROPOSED DWELLINS d 3•IIOOIti TYP. �IMP�oN SRi7N6-TIP HDL�s.-Sn53„� x W TOP PLATES ..rty; E ILL PLATES PROPOSED DETACHED b l 4.HAY 5fP FwW ^ .�:.:':,.. 6ARAQ7E STWW POST TYP. INTERIOR STEEL `r--N COLUMN 4 FTC. DETAIL HOLD DOWN CONNECTION nHOLD DOWN GONNEGTIoN nH0 T 11 KT5 O ALL GORi� 4 ANY BREAK IN KAL O ALL GORNER3 ANY BREAK IN WALL O ALL GORMM AANY BREAIC IN WAIL PROJECT LOCATION, 6REATM THAN 4'-0• sRE^TM T AN W-W I 6REATM THAN 4-O• 535 SAY HOME ROAD., HOLD DOWN HALL 11'd SMTHOLD,NY 4x49�5 PB i ORAH P GAIN V HETAL a , A-s. �`� 7 Y T sw zo SECTION R304 GARAGES, C MWTORS AS PER DETAUL,SHEET MIL TYP. a �� ---- a GARAGE FLOOR WWACE SHALL BE OF APPROVED NOt"ISTIBLE MATERIAL OJOrrai OP Pr65 TO REST Gi IllDISTURBID Td '•r4' ______ } THE AREA OF ROOK WED FOR FARM OF AUT"NLE5 OR OnIER VEMM Mo oM or ras o REST ON flLL HITH MM. fv 1900 P5P�� C�I�GrrY •BOtiOM — —————————— —— — — ——— ' BE ROPED TO FAO61fAlE 71E HOVB•8Lf OF LIGUDS TO A DF2lW OR OF POonHa TD R1�3r BPT ABovF wer�sr :••§ j . YMTER 7ABLe aR LOtCAI-T W1X BIG=TYP. •:. .. - .. I TOrw�TFE Hna+`�HaclE emn•aooRHnr. _SHAL AND SIGNATURE, Rd PEHEM Hb• I I'' —————-- IONAWO————oo- — 4 `—— —� I • C AMGARAGE DOOR O OM O IF FROYU7ID SHALL ff LL57®1 LABt3ID I ; N ALGOFOANCE PEBI it=. ®� f® ap Q O4•DIArL FTB I :: I SHALL FURNISH AND INSTALL(2)b•MI6H x IW HID! PrQ I ISHALL EXTEND TO � I, I I I GOAL PLM TWH FLOOD/AR VBU BY!MART VENT•OR r-TIM D'POUREDUNDERSIDE OF L IINEXGAVATED I .. I APPRO M EDiVL VENT AID COI4FCTORS TO BE OF 6ALV_ 34•X24• NON-OOFROSIVE MAn3tIN.:.NENNN6 RNiNRE787f9 =sm N WALL ON u 12W OP.POURED WHO- •+' AN01g7m HRH AS PER 2010 HYS CODE SECTION R5=AND R4061) REMEBAR FAG, Y,aN LtDSTIIRB®501E I •^�: I �� I F,6. I < BOTTOM OF VENI5 SHALL BE INSTALLm.BOTTOM S CAPAGIT f1 F I TP WWaZTGR% I RL I TNP .••.•• Of LRAii SPAG!SLAM TYPK.V.. Exnav I 1 I I MRRFASLM G AGTO56 M R'RD. ". Wo P9 ~ 9 OPBUN&DROP TOP 417Q4• N716 BY NullslDx OF TH5 NOTE neoMW3L HIES RE HAVE Mill 9•CONCRETE COVER HORG1 OP Ff7�Nb�TO or FGAD.HALL PUSH I FTQ I ,' L——— W ADVISED WAI THAT PRIOR TO ANY LOtbiFHGT A5 REST:M'r/•HOVE HKa1GaT"Mums T L.E.TT?O'JOITG4 Q r •J••'•.':^• ..•.••::;..• 4'FOLFW CONOT> M SLAB FMW.Wbxb HIAx MA AWUA7R D@10LITION t•L7PoG IT SHALL THE ONER5 ON t.ONi•I.IAIY.E HIM Oo2O FOUNDATION,HALL 7O Be N9R 93' 6RADPJ.LIQUID Lam'"TOP oP wee. 1 . RLNOBITW.GDDe oP M SECTION R506A APRJID NAn3iPROOFiNO OVHt Fl MESH OVHL ' I 2XIO P1 a IS OJL w R�6M6•MD'p HB.D®HIRE MESH Duet CASs L DraL VAPOR FWNDAnON iiAll..TrP. C • 9•b•HR W ....• RESPI N51511 7Y 70 OMAN A B11LDN5 F809T FROM Lwr J • �----- e —— y RC HYS TAB,E R5023J(2 I 2=F1/*Or w FRID6M6l — RETARDHt R!}:M TO mD RE6IDBTRAL GODG THE GOVMM WL"OfPMTI-M..3M e ————— ——— 7t5' I R-q MSULATION 0100 F1.16 04 TABLE B SHALL SHB_T A4 FOR GONG 57RETI LA TIOP 60ARANHARQHnM INAT SOLELY L Y.Ur THE RE RAT NOT ...:......:....:.......:. SHALL SFIAtL QIARANfff 71UT SOLaY FIY THE FR(3'ARATION OF ... ... ..:....•::........... ..:,....•'..:.... __ R-W arii4ATION, W. NT5 7AELE R507DJ W V87fs.�PfTG�IM• 70Y7ARD3 FLOOD RO H1'S TABLP I •: PROfl3t . ——— ——————- :�' I b5,w PC.BIR7RE5S "}� a I S OW S AS,4 KK THICK BASE CGLMSE GOHSISrW REVIEW MID APPROVAL BY A aW lFW BA{DINB HRN F00fIN9 iYP F •rr�� 1 I 01 GPAN GRAD®• ,6RAVH.GWF ,STOIS OI�ARTI87F OFFIOVL IS RE{iR�PR ORTO I •: I I :. I S I CEHiER®OnOMA Frj I :! I 5MVES A OR BLA CED ON THE PIZE PASSING A 3' GA6TwK7lON e �yyy PL./CED ON'fNe PREPMID FOIRDAnGi WALI.'1 I I ML S I LwFtXRW LI Iwu�.,e ReTW. F B4• 7Q4' M iw-w I GOHGRE7E PGOVATION HALL ON 12W4.OP.POW" NL OM, bx .11 F4rbNx F51CCNO,FT6.Fow w 00 l4 R®AR EAGIi WAY,ON I1NDI5711RBED 50L'&0D PSF MM.BEHRHIG GAPACIi n. FIND lEASURIHG I I *� I MTERNxe P[Xn I FR.T�..IL I GRAM I ms aoo I 1 I NORI20NrA1 RERFORI�ONE W.4 BAR WIMN 17 OMIM EASTOIG CONDITIONS DRAPIM A I I Pre6S� orI - 7 O LW��r•� I Y I FRAMD _•9+O 469 Rr..104, AM RE£NR TO NAVE wN W Iry/7i �040GHT A'THE HALL STQRrAS FM O H55 FOR Cl @R UNEXGAVATm CONCRETE GDvaa BarroM OP PaamLs TD REsr BPr NM U.g h'ry QH OOFPLIANLF IiTH OO�O REiI�Nf1AL I' � A ANVIOR POLLABove HI6Ff57 HATER TABLE,TTP.(BOITOM OP DESIGN DRAM FOR 41GIf loom UNDIS�A�FILLI I SG.F W AT&-T F OUDAnoN HALL To�°wN S-0•ea OH GRADE) 055161•1 HIRE MESH OVEROVat CT./u6 4 DML VAPOR fuTAfmHt REFER TO I J I 7 I NTN MM 1.500 F5P SOLL r /VD MDISTRtE '• I LKi11D APPLIED HATf3iPROOFMO O/ER M. MESH 4 �EW DRAW FOR BEAM CAPAC" J 1 ��RTJISTANf OVER FNLDATION WAIJ.TYP. ON I I TREKS COOP TABLE R4O77 SNIT A 1 FOR CONY. I I I • I TIMCAL IAI E 642Wr 6Tp :: I DRA INGs FOR Caw GLE ySANO GRAVEL,GR1F M STOLE.CONCRETE � I TO TfPWAL 117W. � SHALL.RWUSH AND INSTALL W HIGH x /34 FR06RESSM0 SET PL BLAST-FURNACE SLAG PSWGR D r see SHALL BE VC IM. PrG.DETAa THIS1 L.� F L Tfi I �5WTbONR4 8T'PIA5CA PER L FOR 7 AD/74 GGGTWIGTION DRAMNSS PEAL®ON ne PfOAR®sI a6RADa 62 r LDc^naQ6ARA6e SLAB '(rTP) � /77/24 CONL•iTRUOTION DRAYiN65 ' JG4• Fh I le Nx -I4 I d 1� S m S. 1000-56-5-�3' ————— I Fl=zom 20NE'XI �• ———————— I L—————— r NONE J • i...- :.•. —— -in EMEND FTQ 1 PND.ACROSS sBiET6, S-9�' •. ••'•-. — I y OPBUNG.DROP TOP OF FOUR.FVLL p� Ibk1•HO. '.'i.t•.•' b , ., Yr EMEIb F76,l flD.ACR05G 6.AR/•6E DOOR OPENINS. HOLD D"WALL ——————— p 1 TA•P ————————— TO 4•ABOVE TOP OF SLA4 sp =5/Kr POUR.WA DROP TOP OF POLL 50.46 G 5 70 AC •940DATE _ CONISZTORS e ` P4 FOR II/VMGH SLAB pa 7V DETAIL.SHEET A J• } b• D'-0' O' Oho 10/10/25 e MEDIAMILAL Wi SHALL BE A I HIM FIFE RA7FD kFIFER1TO A9 F8t i RAT CODE,No TOo A—5 D�EfARSN 51@�A M6G SIU,LL ? FlRE CALIK ALL PENLIRAnOINS REFM TO MARMACM;J S SPEWS' FOUNDATION PLAN MIELUNS ^�^•1 /mmm�� PYD}NDr� PROPOSED GARAGE F'OIJNPATION AREA. S41 Sr B VENTO.AMON REriARB'WM 4 OP 15 SCALE V4'.1•-O• •1 ta4sGTIGta. DO NOT SCALE PRINTS LOT COVERAGE SUMMARY OR055 FLOOR AREA SUMMARY TOTAL LOT AREA= 16,42q SF. TOTAL LOT AREA- 16,42E Sr-. N0T6 eG To t L/JLK PTO P6ie LrTr cn_�aa�G rn�T�r. Tnw�rme err.Tini�1�e.2p7 A Af fb>, �wTlan I•TM�Tao�DY1O°D PserPwTlora ARGHITEGl11RE.PLLG Well LOTS LONTAINI►T6 IM�TO 20�LOSE AREAL aw To FSH MAXIMUM ALLO{W LOT COVERAGE SHALL NOSE EXCEED 20%OF LOT AREAS 2 OO 5p,4125%OF THE LOT AREA IN EXCE56 OF 10 SJ4•Too PLriiOGV OF vE 5F.MAXM POO SF.UP 70 A TOTAL 240 N oa 16,429 SF.x 20%=9]95 5F,MAXIM14 Al T/Y44Tf OW MGOO FLOORJO15T9 w UJ 2.409 TOP PLATI3 Pf8 631DI65510 cRosB LTRHDSINe 2a00 SF.♦((16,42410/�00)x 125SI)=2.g03 SF.McTm4HI4 11/fLR7] Reba To H'1.00RA MIND ASSEMBLY 5 VIESC.AR N7=06MAL.HSOM Deus THIS SH E R►. A62 S.F. N LAYER PG.SJO.7YH'e•x•ern.W. 1101 WAVERLY AVE,WLTSVILIA W 11142 PROPOSED DETAG EI FOOTPRINT= I EA.SIDE Dlrasnr ro STLM PROPOSED DETACHED GARAGE= 52B S.F. PROPOSED DHgLINIS FIRST FLOOR= 1,44q S.F. INFINITE FaIrJwFa, ®R`. R/O PATO><I = 158 SF. PROPOSED DhlELLIN6 SECOND FLOOR= 1,44q SF. R/O PATIO*2= 536 SF. WVERS 2+nJ oR am secs SPACEDR/O FRONT PORTICO- 66 SF. PROPOSED DETACHED GARAGE= WA ATTAW N LAYM LW TYPE' •le•O.0 NJ..Da,umv R/O PATIO(ATTACHED TO GARAGW- WA x•ern.UD.TIGHT TO THE LANDING t STEPS AT MUD RM.DDOR= 24 SF. R/O PATIO(MASTER 5W)= WA LakiMVINAI ��„FLOM " LANDING t STEPS AT MECHANICAL RM=27 S.F. I=RAITH&aL a L DR 5os) CZ BMW) �r-WOTH IN-GROUND SHIMMING POOL t DECK= 680 S.F. R/O FRONT PORTICO= WA TT 4 SPA0"ALL PROJECT TIT E IN-6RaJND swlMMlrl6 Pool t DECK- PROPOSED DWELLING d TOTAL PROPOSED= 3,2BI SF. HULL eAse As PER HOMraNst TOTAL PROPOSED 28gJ'S Sr-. TYPICAL FLOOWCEILINS ASSEMBLY ZM,0ORLDc PROPOSED DETACHED SITE INFORMATION DERIVED FROM SURVEY PREPARED ESY, TYPICAL INTERIOR YOUNG ASSOCIATES,DATED- 10/15/2023 I HR. FIRE RATED n IHR FIRE RATED WALL &ARA&E 400 OSTRANDER AVE, n,NY IIg01. VW-11-w L1}L9W SGAJ fi RTS LL•Le l7 FREE Fq Tom&K • PRE'-P CAB PUtEFI ALe BY PROJECT LOCATION, MODa GOuaTYAlID 42.OVGQ.1R42.W Po•r %A-ES W.MODR HARGL4o-2i2 MITH Ib•z eb• HOLD DOM iWl SET x q•HaeHl NOB-GOhIDH5n6LE qNs�HFI�RTFL ■q'HIGH NOB-GOIdLLSTdLE RAISED HEARTH,R6$t C00185TOR5• CLEAR N MAW'AG71,Rei5 SFPLlFINST LL ION TO MAMFAOTLRERS SPEGIPIGATIONS FOR S FPMANr.L31n GGrelsTm�Es INSTALLATION 8 TO VErAV TYPE RSEH2 �� ?e. �4 +�TO GOM9STiHLE4 4 EsrALLATIa+ *>'»�.SIHr�7�. 535 EIAY HOME ROAD., s, 2W-W FL trd SOUTHoLD,NY '.l'•5' a-0' 9•S' 9 7-0' T-0I' 1'-a• bxb POST TO Be SET M _ 6ALVANIZED METAL AWAM AM EW-ASW IN W Hose FROM ABOVP 7YP ® (� SGUAIS ABC TRN MAIN GAP -/ BIB 0 ® �AS SELECTED Ur 6xb POST TO BE ser IN V �vAN® ��iog dJ 2Xb tU L 9/4yea v4'LVL SEAL AND SkSNAT1R2, TTP.AND BK TRIM M e' W 7Ne y SM DAM AS TRIM NTH GAP DROPl1;D. 13dy AND tLVe AS Se.EG7LD BY ONNUL taH•x9-V4•Lvl _ (V fB/shw-w•LVL. F s�,•� L'_ 0� q MASONIZY s 1 ---------- ® PATIO#1 c 2 1 n ~ ~ R/O PATIO#2 §a`O' aw' (724 SFJ II 4•DIA 57ED. ROTS S(RILR1rjIRR OF TFHS NOIE, C O/EMt W H STEM BEEN Avins® PRIO R OR'ro ANY[Ot67MHOTIUL I eY 2■e AWM MOM R SHALL BE ME OM8a5 6RADe DM40EJTHON 00NMTRESP.L•b'oG.WERm60Y.•Boa• FEWCHSO Y TO OBTAIN A BA.DMS POW FROM rn I NDSe 1T•O' Rd 5� BY TRM.HDIST OR Efi+W o Be vesw 7 AND O an THE 60VOO M51 MZ"VWAHID87L 11% OVHa us INSTALLED AS PER MANLF SPECOV-ATION& ARLHrtCLT THAT SOLELY fff HE AFD m HOT Atb BIB J Hb'L�OPB11� &1ARAMFE THAT Sd_9_Y BY THE P(d3'ARATIOII OR CEPS I WW o mSM9 a oA TiE�aF euel I nusm. w nV PROPER ® SRI1vL LTr TRM.Ow OR FaW„To REM AW UAM As DB'ARR51T OffiOVA IIFL BY A PRIOR D PLIIFBIIO IiMLFAGTI.RER T FIr�Tl01 WNSTfdK71OHL cx SD �—' II h. d P.&km KID RKxx ® ® n n ®® I 0 vrxr RANSe HOOD TD Na WeHwto ad H7er4far C' M FIELD MEASLIRM •6, AQ7- I 1 /I 4L& s-0' T`�1'' ab' Q •VIA.c4mlmSTD• I EXTERIOR MoR160 METAL. fGa M 1d-O7 p �5M i M�ew�. � 4- IA.S Gauss k.1.6.Mr 8-IO'NAX) L 1/.J emi6mCOUIMra� � v�wreUPUEZ�T . 4•DUl 5TE8 7 571�' T-0' 7e' Hfi�' /2HOOP REVIEW 4 DE515N 2• roR ATfIO AOGE:6 47T�7 - pI ALL ARC". FRAME 2pbp V DRAMINSS FOR CALJW O Te y u d r24 PR06RES6fiW SU y K FANIITE 9dX70'GR/W.SPACE! /14 GOIa TRWOTION DRAMOM g`f gg �` FLOOR HATY'IL 117114 GOH57RZTION VRAWMG �wi r'�•STEEL ALL A INB LL DOOBLE FRAME ALL AROM F LL3 C RHS82 TO SHEr A-2 FOR FLITCH PI.A7B (GL.6 RL.HO'-0h Y (Q.6.HIR.W-W) 1 I 5TSPELLFI J1MT M TTP. (4)IE•x04•LVL w d)sJew4• 1=1�' F1nJed Hb. 23-14 STEEL.FLRGH PLATES Wwr _ STEEL.tAL16N N7N HALL AR?lL _ n NOW d12102 �n BNe Wm•k 1000-56-5-23 Ble d ,p`y wxr asARAce°10iOR® PPOSus T ABOBOyg O I ALIGN NTH POST ABOVG zaT+ Roo zw G L•Ha oc w d1 xq v4 LVL FTmD zGHu ZONE W HFIDGa15•TABLE BLE § DEVICES P8&7RATIWG I M RA7D LBLIWff FLOORS 4 WLLS SEHERN NONE raG NTB ., Reds,a, DTORS a L 21 SHALL BEAR THE UL aAWNCAnoN AND W Of MfER EXAL ap sLEer�AaAa. 1 VIA. OR 6REA7ER FIRE RESISTM7Y AS THE CEILING,FLOOR OR WALL P"i MS/KFI 7 END O ® § p BHow THAT 1T5 PETIETRAnm. r4o• STEEL IWSTALL FIRE STOPPING AT ALL WORM LOCATIM TO °a" lono/s7 COMPLY"2020 N.YS.CODE Wl,"5M .,j. FIRST FLOOR PLAN Prof.°`° e� TOP OF WIW SIB VASES SHALL W R"k0l nrE FINISH /�L` O ABI.e AEEA• IA4q 5J• El � FLOOR Prof.Nom Q�I=J sGI1LH3 V4.I moo' L7ITAGF®6ARJ 6P 52D E P. 7 GL.SHALL FURNISH 4 INSTALL MINE FLOOR FRAMMG ALL ARWO,7YP 00 NOT SCALE PRINTS L .n157 mmm S/JRf r c S L ua- 4 L I•+-- 0 1 0 1 Tm LAPAOAD a./rt u./IT ys L� a 1IY 9 � e JI I 4PW LES L U5TALLER SHALL TAKE INTO AC,=W THE TYPE OF auLAK ARCHITECTURE.FLU: l� GONO M AIO/OR N=PRO=T THAT THEE HhNSEW SHALL FI 5 A'rum roR BE ATTAGE7 TO. PI6 63191b55Ia 4 �(P� � 2 INSTALLER SHALL R6t5 FOLLOW HANlFAO7U SPFSIFIDATIoNS Lt pl D T' �T �' RESAWNS KAMM MATERIAL,INSTALLATION 4 PAST@825 IS VMSLSARGHIiEGTo6MAlLWH 3 DIAIei82 a fle LAR�t H7lL e e LEE TO ACREW DESNIID LOADS IIOI WAVBvLY AVI;,HOLTSVIIll;NY If749 3 HM46M SHALL BE BY SPPFAN SIRON6 Tff OR EIiUL L ALLOYED HOLE ZONE ADS O E FOR HEADERS. �.,� ,�� o O O 22 ROUND MJ255BEAMS MITH CWYI.OADS ONLY. mwlem M ° B.NO HOLES M uwLTLEvers. 43V a •. ! 4.No HAS IN{EADERs OR BEAMS IN FLAW 5 p1 e• M ,y,,,y,�., ISM' ,i a e• IBJ:YiT r 5.DO HOT MOTGLI,DRILL OR GUT HOLES IN HEADERS OR TyN.-gyp. �. � �� BUMS EXCEPT A9 SHOWN M THIS DVI6RAY1, b.HOLE LOCATION,SHOULD BE AND THE ERED T A OF fTT'PI MAGOHe B01T9 PROJECT TITLE BEAM DEh1Ft.71oN SHGA.D BE coMLamERBD TO Avoro �� i irvGA1J PROBLEMS WITH PIPM6. ALLZrMPLA'EA "�Tfm A`76`f.SIA �0Fmi60 PROPOSED DINELLIN6 3 PSL HJTGN PLATE,SHALL�DRL11�AT 74'0457A6EB7ID AND LICLT® FAGTURERS SPEGIFIGATIONS. WMI?DIANBOLT�w�sle+sA,o' TOPwHINSFATaWL, PROPOSED DETACHED �ALLOYVABLE HOLES IN MIGROLAM L1(L n LOAD PATH DIAGRAM /�FLITGH PLATE DETAIL s KT OA HN 6ARA6E SCALE,Kra 4IFR,TRI1159.bi57 SCALE.N.TS. SCAM N.TB. INFINTY 5t.•IrJY.)£IZ, TOP OF RFINITY S1{OL$t BATS SHALL BE FL115FI NTH T}E FINISH "MRaDw 22 A—A.rw a. PROJECT LOCATION, I NATURAL LIri+r R�,IRea TTea H"Dom HALL 535 BAY HOME ROAD., 6L.SHALL RlRNLSH!INSTALL DOUBLE FLOOR FRAMM6 ALL NATURAL LI.I PRONOPD ave sl 13 AROurm TYP. 7 GOR,EFZ% Re$t SOUTHOLD,NY VE NTLATION RS2ARM De4 SP. COWWTORS 0 vEItrLATION PRONOFA aTe sr. L " LaUs• 3w 54 G 74 POST NC SET INlok GA GALVANIZED METAL AHOR 7TP.AND BYAS®M a• DLO BRAG! BRAOE SaVJW BASEAA�5RIM MITH_ CA n 7fD AII-m V4•LVL. °Yd SEAL AND SISNAWRE, Ur �e•rosr. � r - -1a I f O I e°'a° -�+ J LJ L ® 6NM��M U3 13ATHROOM Yr � 644L Hr..r-0•Pub I OVER WOOD cf TRAY Gl�M=10'-4') c� �y S fe s 1 0'-0' 1 r 74• FRAHM �� -1Z g 4i•x a•PPE.AIfE TREl lm 06CKIIIB. w qn I H16H E1�i�.RACJN9 AS PEi2 GODC C`S DECK GOIAEGTON DETAILS,SUM A-0U. p Refit Ta TTFIGAI.STAIR NAWRAIL Z1 1y G.l.ra OJ;.w9iDGN5.HDSP gIAROMd NDIe•✓E3T A-2 g S I Rc I"TABLERDO25J CO I ® 6w L" 6�0• N IIpppp��11��p( ------------ y ® ayy POST DOYN NIP PAPTM To _ A�tC O 4•DUl (4I 5/O7I6•sTB�RXFC"PLATE F 5D ^O 570& S A FGNbATION TTP. Nom Gcu BY RY.UGION OF 7FI5 rn w(s)I-5/4')ae•LVL U_SEET. �� REM ADJLSW THAT PRIOR TO ANY LdbTRJGTION R o M FeV4hN-V4•LVL REFl7ILIBLJIY 7D OBrRIR r BHALL PE O S s-a' TIE 6aA3W 6 BnVl%6 DWARRBR.Ilf FOI�dT�AT1O m. BATFIROO ><3 r-�1 ---- b� ——————- ,� ue.A 4�.t351 ARpmEGT DGa Nor REraMfea AN)Bc�Har ® § OWLIR.- I 1 s„I ----- 1 NATURAL u6Nf REBORED. n6 s1'. I I . BEDROOM>sl a NAnlV L LI6HT PRa.10 D, 67L0 5r. 7�F[-_ra: 4N►11�Ri cmr Pf�A•TIRO OF TION nR PROPER 1 VANITY I g I I � %2mm ATION maua FO, qe Ss REVum AND APPROVAL BY A mIAl F BADRIS U - [ 1 ® VERrL vEa ATION FRavl 4Tv4 Sr. WARTHIN OFFICIAL 1IS. TD R59AFM PRM fi m I 3 p OL Hr.-aFLU I r C46TMTIOK TRAY r, I• . G.ML ®i c O i g hen ad Rollo. 11 I I ® VAINS D O 92 v O 1 — �—mI-am x ! I L^ ® SHALL SUPPORT eFAL� re P®.D LsAzHml rot eJlstwS calmlT,oHS ORAPII+S 17-10• ,' L OPLLM.T41 b •DI/L --- --- J TYR OFSION 055 FOR cam A {� MAN. 76 C7)s/D •5Tl$PLITGH PLATE 2= 0645 REVIBi W fit *1"'WL UPSET. 5L1D8L A o>=,I6N N65 FOR cL@/r _ AT1'IG STORAGE SPACE � � —+ p REVIEW MFRa M Aw G.M. sD 1 I WRI6U)META FOR L v=,AS PER iG 7 r14 � ut oMraTIDMNED SPAGfJ ® ® bow SLIDER NTS cone RH807.M004. 1 BEAM taTNN /�4 � weNr I/ 11AND® ` I/ 11 LAUt�1iY I MAOFINSTALL l� I FROM rz4 PRc ero ser 4.O ul•lo° *0 r---------/r ® HS-a•u 6'4j' L^---- -----J !S4 GOMbTRICTIOH DRAKNOS 4 1 21&NDE X 114 so GOML ww-TION DRANIN9s I HION TRAY. 5m BEDROOM#2 AT SO STAIRS WL IW 2X5 W aX& 0 2X& F TRAY CLA NMO'�4h : APaPRAHu = Ro1�d W 23-14 POST NY ro'' SGTM N4 1000-56-5-23 RAPTM raNDn TTP I TP o IN H 7m R40 ATMO14 L------------ I51� TT'P. ) L LVL FLOLOTAE, ZONE'X' t5T"r-sw�/4• IPsei s$ 44' 44' S-0• b sBIF.TO. NONE r4• 16'-0' 4b• {• D,am er DLS/Kr M s-7' M 4tp• IF7�' Q T�f. fLl.lb O bID G1.@ Vf G BBarcOM n-Ara•.I65sr R-tlRttVNS.MDwAN Wdim ERdIL ZOATI' NATURAL Llaff REOARew We Sr. AID Rit FL93+AA�BATE N91 B AID R-S TA M E ROOM 0 'I NATURAL ON R PRONm®. 99D 5l. RG NTS TABit Ra0]BJ r1J '� Rc HIS TABLE Ra019J ly VENTILATION RfYi.IRtw, 7A Sr. VMTLATION FROND®. ?ie Sr. SECOND FLOOR PLAN HABMABLEAREA, IAIK 5P Proj North of 15 SCALE,V4 I'-O' DO NOT SCALE PRINTS ROOF NOTES. ROOF rTION FOR N PI1AI T SNINr��, �...SPEEDS - - GAL AT lBd OVE7LAY RDCfS SOLAR READY GENERAL NOTES I �,PROVIDE 211 VALLEY PLATE WiDE EN01161L TO ACCOMMODATE 7W RAFTER ev GUT DIIEHSIOHL NO ROOFING MATERIALS U=RESIDENTIAL CODE Or HER YOM STAR.APPENDIX T ERE) ARGHITEGTURE.PLLG TABLE R4O5.1.1 A)Im2m AYfm TYPES, ARE 7O BE INSTALLED WER AREA OF:LAYOVER TWW 6ENERAL IRNDERLAYME NT SHALL�ASiM D226 TYPE I,A57M D486q iYP 12�p,A57M Db 57 CONTRACTOR 5HAL1 REPbVE ALL ROOFING HA7ERIAL DOWN ea941xrACN1®ae,AW Tra PAHnx I%eJ UYSy AW TorMMla N3 IM Tar LESS THAN RR90525 FA51EH825 FA578N�L�i FOR AS°HIALT SHINGLES SHALL BE 6A VANI�STEEL boo saIARE&OT 1;Boor ARTEA orsmaED EM W Des AND=Drs�s or INN 691BI65516 STAINJ55 57EE.AIM-N,M OR COPPER.ROOFING KMA MINIKIM 12 6A116E IOJ05 INCH ��5FEA1NIN6. TO PLYWOOD SHEATHRIS II AREAS BaOW NEW APPLIED Trae NORTH SHALL COWLY Wm SEOWS=52 MfUXISH TIOS" C3M41J SHANG WITH A MINIMlh13/&INGFI(95 MhQ DIAF£IH2 HEAD,LOhiPLYMG wT}I ASTM F TABLE ROOF. FURNISH 1 INSTALL 6ALVAM2ID METAL STRAPPIN6 BY TMA coHS TIDH DDurlerr REMR ANTS ODOR SOLAR READY zorc MI.OF A LEWM TO PENETRATE THROWN THE ROOFING MATERIALS AND A MINIM OF Ta R905J.1 6 LIMTF4I AY NT ADPI IY AT!S Rarre�i 'S4MPSOH'ARaHU VALLEY PLATE TO ATTACH APPLIED ROOF +oarJR BtE SHALL IWIUTE M SOLAR IEEADY zorc 15 DIgC Al¢OFU7EGT•6MAdGOM FOR ROOF SLOPES OF 2,12 TO 4AZ I)NDERLAYMENT SHALL BE W LAYERS APPLIED IN RAFTERS TO MAIN ROOF. MAINTAIN VENTILATION AT LAYOVER TIOSS SaM IEAM ZONE AREA 1101 WAVE RLY AVM,HOL.TSVILLI;W 11142 3/4 ANON Q9J 141)INTO THE ROOF 5HEA7HIN6.HNH�2E THE ROOF SHEATHING S L65 THAN 3/4 M TOTAL SOLAR-READY IONS AREA SHALL I=00 LESS TtAi SOD SWAM FEET INCH NCH 04 OqJ 1 i IN THEE ROOF SH SHALL PBF;M THE R O F THE 5HEA 5 LE THE FOLLOI UN6 MA M APPLY A 14'STRIP OF RXERLAYMENr FELT PARALLEL TO A`6@teLY. erCLBSIVE OF MAWATDRr ACCESS OR SET BACK AREAS AS R EGtA ED BY M AND STARTING AT THE EAVISR START1N6 AT THE EAVE,APPLY 36'KDE SHEETS OF INTERNATIONAL Pus coot rsR TDRwa�THREE sroRlNS OR LLS IN HEIVIT000 ABOVE 0C'Nglz; GRADE PLAT!AW MOTH A TOTAL BOOR AREA LLB THIAN AREA OF HOT TO 50 THAN 150 IIHDELAYi�lL OVEbAPPN6 SLY.GE.,6' NE 5HEE7519•.DISTORTIONS IN iFE FELT PI3t DY8LN5 SHALL HAVE A 50.Nt READY ZLtE AREA or Hor LESS THAN ISO RR9O526 ATTAOOR E T. ASPHALT 5HM6LE5 SHALT.HAVE 7HE MINIMJM NHIEE R OF �AY�T SHALL NOT INTERFERE HITH THE ABILITY OF THE SHINSLM To SEAL FIAT ROOF r iLSTTdL'TIOH 6dERF THE ROxx PITON 15 PAS SauvE FEET.M SOLAR IRFADr ZONE FA5713 REGIIRED BY THE MANIFACTURE25 AP'ROVED INSTALLATION INSiRUCT10N5 BUr SHIAu Bc corPTOSm ar ARF�s nor I Ess THUH s Ft�r M wvTH AW NOT LESS THAN NIO � END LAPS SHALL BE 4'AND SHALL BE OFFSET BY 6 Fr. THAN 3,121(R4054 TO R90515), SWAM FEET EXCLUSIVE OF ACCESS OR SET BACK AREAS AS RrsuuED BY M • FOR ROOF SLOPES OF 4,12 OR 6REATER,MF LAYMENT SHALL BE ONE LAYER EXTERIOR GRADE I OONTIHU0115 ROOF IN E NATIONAL FIRE CODE.NOT LF56 iHAN FOUR ROOF:SLOP D STRIP 21 WI E M TWO L IN 12 t3�i PER iZONTAL L APPLIED IN THE FOLLOHN6 MMOM WDHRLAYMENT SHALL BE APPLIED SHINGLE MEMBRANE TO COVER,ENTIRE ROOF(PITaW 1/4'PER FT. SaM�ZONES SHALL�FREE NT,aR aasTwCTIaRs IHcaICI++s Bur NOT LlwTsn To 5N1N6LE WH{EtE THE ROOF SLOPE EXCi33)5 21 UNITS VERTICAL IN 2 UtU75 HORIZONTAL PROJECT TITLE?, (214Z T5-PERCENT SLOPFJ SHINGLES SHALL BE INSTALLED IN ACCORDANCE KM THE FA` K PARALLEL TO AND STARTING FROM THE SAVE AW LAPPED 2•. HH)OVER VY ODX SHEATHM6,ROOF RAFTERS o Ib'OL.t `ENM 0o-re'Ys AID ROOP Ha"Rm Ee UMV MARFACTUR13R5 APPROVED IN57ALLATION INSTRHGTiOH5, DISTORTIONS IN THE IRNDER AYMENT SHALL NOT NTERf�WITH THE ABILITY OF THE RAFTER TIES AS PER DETAIL SHEET �� BACK PROM ANY N�asm+B OR Nrx Psav R�RaY PROPOSED DWELLING 4 SHINGLES TO SEAL ED LAPS SHALL BE 4'AN7 5WV1 BE OFFSET BY 6 FEET. AWD D aa.ECT ON THE BADMS OR SITE THAT 19 LOCATED SMITH EAST OR PEST OF THE SOLAR DETACHED SOLAR ZONE A DISTANCE NOT LESS THAN 2 TIES M OB.E MeLTS HEI6Hr ABOVE NEARS iT POINT off ME ROOF SURFACE. •s IN SVA MIECTaJ BUT ARE HOT LM W TO GARAGE TABLE R405.I.I f�I I1HdJERLAYWE.TT ATTACHFTENT TALLER FORMS OF M SITCOMS ITSELF PARAPE75,dH"&""f%AHRPINA4 S16NAGE. ASPHALT SHINGLES SHALL BE USED ONLY(A ROOF SLOPES OF 2,12 PITCH OR 6REATER • FASTENED SLPFlGENTLY TO HOLD IN RAGE ROOPra•E m+c?w.WAT6 AND Rom FL ANnNSS FOR ROOF SLOPES FROM 2,L2 TO QZ DOIIBLF UND51AYMENT 5 WaRRED IN TROSB CAPFW ROM PENETRATION ajove ACCORDANCE HITH SECTION R9OSJJ. A CAPPED ROC'PENETRATION SLEEVE OWL Be PROVIDED AMIACE NT TO A SOLAR READY ZONE INDICATED ON A ROOF•IR a•NOT 6REAER THAN I LWT VBtTIGAL M 12 UNITS HORIZONTAL M LAPPED ROOF PENETRATION SLEEVE SHALL Be• TO ACCOMMODATE THE FLM*W PHOTOVOLTAIC SYSTEM WHOW ASPHALT COMPLY WITH ALL PR01A51015 OF 5EGTION R9052 FOR THE INSTALLATION OF BUT SHALL HAVE AN INSIDE DIAM LER or Nar LESS THAN 1-w DO MLAL7 ROOF SHIN6L(5. >aNb` R'P i E 9TRIld"ROOF A.OESISR ROAM FOR ROOF DEAD WAD AND ROM LIVE LOAD SHALL LL' PROJECT LOCATION, CLEARLY IDICTW ON M COHSTRCTION DOCUIU . IN AREAS F BA4DIFD 4T Ij TO EXTEND R-Comajon ice ID TICSD INTERCOttFGT1ON PAM44AY. 535 BAY HOME ROAD., IN AREAS WF�tE iH HAS BEEN A HISTORY OF ICE FORtdIN6 ALONG THE FAVfS CASING 7 FOR 242 To 4,12 ROOF =f6IRIGTION DOCIN NIS Swot INDICATE PATHWAYS FOR ROVI NS OF WHIM OR SOUTHOLD NY PITCH E PL FMB T THE�SIXN2 READY ZONE TOM ELECTRICAL SERVICE PAN OR 5H2VIOE ,OF WA7E R A5 DEV6NA7ED IN TABLE R301.2N AN ICE BARRIER SHALL Ice AW E INSTALLED FOR ASPHALT SHINGLES METAL ROOF 5MN6L rA mNERA.-SJRFAGED ROIL ME—AT�Au TIo99 ELECTRICAL Samx Rr�SPACE ROOFW.SLATE AND SLAT&TYPE SHINGLES YIOOD SHW6LE5 AND,HkL71OD SEWN. THE AGE THE MAIN ELECTRICAL SERVICE PAWL SHALL HAVE A H ESE RVm SPACE:To ALLC14 INSTALLATION O A�POLE OCnW"BREAKER FOR FUItM SOLAR ELECTRIC BARRIER SHALL CONSIST OF NOT FB ER THAN TY12 LAYERS OF UN[�tI AYH78Nf GBffMED 1T• TOR rURRRE SOLAR arsTRIW M RESERVED TOSEnM OR A SELF-ADH11 Wa PoLYMBR-HODFW BTNH EN S M SHALL 13E L"D IN SPACE SHALL BE PosmarED ATM OPPOSITE 0.ow)EW Lira+M INF"PTsxet PLACE LOCATION OR MAIN CAR=LOCATION N7FNORMALNTNorLESSTTAND ,INSIDFROMTHELOhftriTLLLIN OF ALL ROOF ---- --RGHTST-- ------ -- ----, TIC.I.bcaH6TRIOTIONP=HENTATIONcamFlGAR. W1.01GE5 TO A POINT NOS L OP THAN L T INSIDE THE EXTERIOR WALL LIE OF THEARR oL 2d0 R1L•16'otJ l 1 A PRaawslr CI3RnFICATE.IWICATMS M SOLAR NEA rr ZOE AND oMm SEAL AND 516NATLIRJx, L�1ILDIN6. ON ROOTS W11H SLOPE ECdJAL TO OR 6HZFATER TFUAN B,IZ THE ICE BARRIER RaC2AJ+ REa Ra EASE OP THtl SFLTTON SHIAIt Be POSTED TEAR M ELPCTRICAI DISTIREurlon SHALL ALSO EE APPL LED NOT L E55 THAN 3b•)EA511RED ALONG THE ROOF 5LOPE FROH I END N3RAr® PANS,HATa;t NEATER OR OTHER CCNSPICU LOCATION BY M AM INSU. R602AJ!4 f DETAIL. ELM—OR REGISTEED VEST.N PROFE SIOHN- THE FAVE EDGE OF THE BULDIN6 // 1 SHE A-IL o 3 • EWAFT1nDETACHED AGGE560RY S Z7URE5 NOT C WAININ6 CONDITIONEDFLOOR zS&1•SY of. !I 1 3 yy + ! / 1 g• Y DI Zi TERMER TIII 0 or AT71C Nr�Tr ! I 1 A REFER TO FLAT ROOP ScTf'FiC.C�RAFTERS HAVE A8OVF-GTION NOTE W 7A SIf'eCa+r 7 DEAD PAN �YL4T1L G ��TTOOS51�0- a �iLU 1�1 ® i °� ABDve. PSF LO 7 n ail I 9 hl�d�a I POST ITDR•N HP 17 TO F0.TDA710I{TYP // at I POST DDI•N NF HOLE BY DaMION OF 4L15 WT%TIE WEER HAS f% V L RAFTER TO BEN AD05®TINT PRIOR 70 ANY Ca6IRWION commm FOaVATIM TYP. AND/OR DBYX WOK)iIOH WO IY SHALL EE M MMS 9A132I FF FASCIA To 2 TO OBTAIN A BI LOM FaM PROW REFERTEED DDEEYAAH..SS T j 1 ARGRIEGT DNB NTHE 6OVEIWG�OTWfh'faMMBO Aw RE D NOT ® l / OVHA.AY 6UARAHIff 1HAT SOLH_Y BY TFE PREPARATION OF �R1= ! nOE ANS SLI►11 /MKTRIYIION lNRPIoPER 15i AND APPROVAL BY A aW.FW WWW ••D V137f!/ • fiF DIPAIRMIT OFFICIAL 5 REMOW FRORTO I 7YP. �!/ 2)62 VALLEY PLATE > COHRRIW9 ICE SHIELD SARRER C015TRX71CK — — -------- A h qs S� RRai FASCIA TO 9b•WrOW 1 / -------------- A lE 1,Ff F PLATE R TB81 TO DerAI.SHEET Wp�pd P.W.r 110% C•L haw ad Ra•hla• jrLASMN% 1 y' FmJ7 M'MI�SIWHS •C �p7 / POST P" D� p < (T•1' OAS=EwsTING CormnONS DRIFTMa _ 4'DIA STEd OO1JR415 1 0 MR 1 I RD6E. IO-T SaM iEADr701e 7� I VI(%29 DESIGN DRNiIN65 FOR CLIENT r. A I O)19/4•X N V41 LVL RIDSE • ,� 2CUIS oE516H DRAWNSS FOR CLIENT I� TBEAAMM% 1 iL PROP.Raba a)I-a/s xu•LVL W I 7 v �f .F / \ a 'T D�i6N FOR TT P. 1 JB p T71 3'704•B,T�FLITCH PLA,� , \\ F ' I REVIEN QCHSTFW=O% ES ASPHALT ROOF SHI 4 D DRAruHss FOR CLIBNr 9 w AREVIEN OVER 60 FELT PAPER W"• R4 PPO6RE£YHm SET TO EXTENDI 'JJ LLLLLL111111 1 {ry,EXTEND7O POR.%M TO+t2 ROOF1 • p I r,� \\\`A // I \\ t.2=4 CONSTRI)C !DRA CH&S PITCHES --- 'Tl dd IT --I 7L. \\\O\g ��/j ° °� DRYNHra 1 GALGULATIOPLS FOR ROOF s 6ARAFE, Jod N ' 14 I I I I \ / : am G • s iRFii oP IMF.SO4 5J•. LL------------- ----JJ G •S2 OG \ / /7L 00, ar ATTIC T / VFPER THn oP SW TM PANEL RRATe a— RA_"pA�Jbb. SCRs a 1000-56-9-Z3 J / oVH6AY I FOR SOL At I TO BE yd5P.x J661 41 a4 Fi.wR IiFSNRED IDIB R40 - \ \ g1 / / ROOF �Ac� B=.5M MST&I m N Irww.!r g�{�.Tn�DSPfH DRY 1 `OOP YY, \\\ ------ RR•Iroa I RRECOMMETO�. •IOC to PT ._ nOw Tom ZONB'X' j �'-T- NY9 I TW5R,N19 SHEET. p�7p tFR�VBR AWMR INSTALLED AKAY FROM DIS7UfATION EWC•G 9BER9 NGLHe I — ' ---- EST OP• UWBR F0011N .DRAM PIPE SAL BE PLT&W 744' �) MtW PER M�iATR7Rw T !TTP FOOTINS TO REST 9FT ABOVE Dram BP =5/KP `TSSOLMAR �Y ISADYTa DRY;+ELL G,4LGI1LA710NS FOR ROOF a DH�LIN6. Dd., 10/10/2S •T 4`T A GP SP. 4 T 4%7' OVER ANNS L1ME'Y OP u l n f.Jbb, OBTA�SHEET M6 ` o R? b' Trr 47D2 St.X J60'.296 aL FT.MIN RFii7YZED //�T` IM' B!. ,,,ram Fr. 4' MMID/E DEPRI DRY , 8 DRYME S SHALL BE INSTALLED/WAY FROM FOUNDATION 4 FOOTINGS TO SLROOF PLAN PREVB?NDHO•RNHS AND/OR MTLNR4 L U ANCE Or SO DIIi FOOnHS9. Pro}Harm of Is - OM81IN9 POOP A1EA.1,7B2 5F. DRAM PIPE SHAH.BE RTC!®W PER Pr.KK BOTTOM CIFFCanW TO REST EFT ABOVE W&MT HATER TABLE.TM M AI.6 V4•.I'-O' BARA6E ROOF/RHEA. SB4 5F. 00 NOT SCALE PRINTS FE.T� TEi51tB.B� PHt ��TM�,�� ARGHITEGTURE.PLLG •saw OTC rXrET.4 TD arrsasxa+ ., PROP.R976M 0)1-514')W LVL W TXX 19A 631DI65518 To 4.O ROOF xAft l� CU D•J04'STES FUTOM PLATES W 2X60ON ns CTli' TrV LFFER 8DIEStiAROF1IT�GT6eMAafOM II01 PIAVHRLY AVZ HOLT5V UA W Hr42 �II CORINJOLE ALLFGHLM PLASHING Ys'0.�r r' AT ALL WALL TO ROOF '�. (3)2X6 NEAveL ------- INTHR55OTIONS,rrPWAL L ATTIC STORAf E PROVIDE N an L®sea BM , PROAVE N KO LEDGER L ED• C� [�, 8 RECEIVE � 6 'r TWO Ib•04 STAGGERED W V]' •r. ------------ BOARD TO BE LAB BOLTED a • PLYHOOD DIAM LAG BOLTS.60 SHALL 171AM4L./�8 W V3' SLBFLOOR NsTtE4 t 6LLlJ FROVIDE OONTIN101e ALMA M ---------- FI.ASHMB,TTP. 2XDROOPRAPTER 0W PROJEGTTITI-M OVER 2Jo2 C.L•16'04 OA LRTN BRID61NG AT T � � MIBRID6Di9 AT 0'o'OQ IUVC �� HIDSFAH,TrP.RUBBER PROPOSED PPELLINS d �i¢• V4•PHi FT. SHALL CAMA7E ALUMK"SEAMLESS 4 (4)I-W4„4.LVL W p)„D„4. �TO FLAT PROPOSED DETACHED SRO. 5"w GunlM t LFADEFA 570L PERCH PLATES LF•SEr cONSTRAOTION NOTE,SHEET p�L C SIB t PnXNM AS PER Y4 Kim WITH HALL ABOVE1 6JAb POST TO Be EHOA.ID IN MI6'Tn'• 6ARA&E D'SCTIA M AZBC TRIM HITH a CLOSET BIADIN M. �� OAP AND BAY AS SE - 0)I-SAVX9-V4'LVL /. MTL CLAD PASGA t 7702 fEADE1 26 FREMSI E TREAIM SILL BY oFtaL TOP OF POST PERFORATED PLATE BOLTED W SAM SHALL BE FASTENED EeAD BO M T GE M J 6 kES.RAV& ATU01®TO rt METAL BOLTS AS PER TAME SHAM WITH 50-ION TO LVL BEAD BOARD CELOiB *'// DOERS E O'RAFTER 9- SHE A-1 t IT PROM G STROHS-TTE CONHWTOM PINLV{` TIP. J/MEC.H.RM. } TAX.TYPION. CORNER�w T7�TtR5gHELD t ��Ml FOR POSTS ON '% • H a>� LOVER AIR �•FF114OLDW PROJECT LOCATION, •� RFL.TRATION BARR�1/2' i JOIHr Fw,m T(F. 6=➢. BHOFI GRAM 4 SALV.METAL CLIP------ - FIRS.FLOOR H.110'. R � AS PER PE A s T"ON 555 BAY HOME ROAD.,b05B SFE/1TNRM 0126 TOP , I PETAL,5FH'T/1-B TYP.BOTTOM CRµ l �• - ---p' {., OG.16 P.T.S&L PLATE t I 9. INSULATION. yI. •, iE�A�B Brs LAYM,DR& . M..OW.ON t•.;:. -P�AMLLL•"'KH'100" SOUTHOLD,NY E7657yQMRE E6 .9P MEN SLAW hw]. .0;,.� PY SO L BEARING GAPS .. .. ... .. ..... RHL COhPLt/NOE N7H12020 TYP. RE9IDERIAL LOLTE Q t8R YORK STATE,SECTION 'Yyn• BOTTOM OF FOOTRM TO FOOb1.4•..OIIRE)T�NLRElB SLAB RFJIP.HASi6 NAx '�:�:.. RMr EPr ABOVE HIGHEST N,R MELDED{•ORE MESH OVER 61 AW L&a VAPOR y„• �ERTAAA FOR WHULT HM RE AROM REFER TO,TABLE R1027,SF r M FOR �IA •PTA ^!:MwI I ifla mara • L' 807TOFT OP P00JINS =40 STRENSM a AFk V*OK BASE COURSE TINS D•FOWM OONGRUM FOLMATION MALL ON L2%lw DP.PCLR® =FL 487 oP GPJN GRADED 5AH0,6FTAVE..GRLE!®STOr. PSP MOL EEARRM CAPPAGITTL BOTTOM OF FOOTWG TO REST� SLAB PA SEE SHALL BePL PLACED O L ABOVE HIGHEST MATM TABLE,TYP.MarraM OF Pw.MALL TO BE SEAL AND BI6NATURE, SLAB RE trM A r sca a srHu BB PIxE�aL ne SECTION D _ HL II P"�'"� F �� MALE M"'�7P0F1It6 OVER M6FHF5T P.7�ELTm erROu>D L4A7BR a.18D' _•� SEGTI ON G-G SCALE+V4'•I'-0' V4'•Ib' Type �T�oH� 0)19/4•X It V4'LVL RIDGE T i �t yy,L�pTS D�eiAA�9Bx 2X6 C.T.a S7 0411PPHR PSLgBr� ce HtCEg OVER ISx 2XD C.T.a 52'O4 LPPETR ZE C MSM MI SFFJ� ]xlOr TD.RInSG TWO OF ATTIC 5 gT MI VJ•fD)L�SIEw4iOR�AF 'fIE9 THIRD oP ATTIC ALL M S OW HEIR AT R Qa�y O4 0 ROOP p,� Z•Ib O 2)00 HOPS 4 VALLBr•a IYP. -OEM-SF�T. DA RID6E� A5 PECDETAIL SNEEr.OgRLw.b151Ge W I D/4•%q V4•LVL RIDGE 5Nit3D TO BXTFto Ta wcsE rti�3�rrTO •.n aOOF PIrcHEs Rig CLOSED C S.L SPRAY FOAM gt o. HIL.CLAD FASCIA 4 SOFFrr ® NOTE BY MUMM OF THIS NOTE,'RE GIBE M ATTAOFlED TO IRAHtr..IOB OP MTL CLAD VM ADVEW THAT PRIOR TO ANY C0167RlGNGH RAFTER TAG,TYPICAL. T Riq'GJ75ED G3L FF'. FASCIA t AND/OR DBOLMON HORK,Ir SHALL ff RE O)R8t'5 SPRAY FOAM IIEIt.. RE5FONSO LRY W OBTAIN A UWMS PEM FROM ® �2, ABED To OF THE COVENI a llM DEPAi MW.Ef ALIMMM SEAFLE5 4 �BRIDGINS a N OZ. R�9 CL6JED C'll O MVIBMWE RAFTER TAX. ARCHfI6GT DOC:a NOr RET.OF48A AlA DCB IUr 'Z MA1C SPRAY POAM DEAL Anw, 'O D61 Ttw.AL g1ARANTff THAT 501_H.Y BY TE H OCORA OODP TABLE PI1066. N�. Ri9 REAL R-4q OfjL Y A DWARTH39 OFFIGAL IS fEMW PM To Y,OISTFl16 M ED TTT. S/D704•STET (4)S/D9G6•9 W Tw. 1/r DTP.ED.TYP. �.TYP FETICH PLATE W fW FtTTw PLAre W HEADER M. d12 b HEADER VJV4904•LVL IPSBf. W F7/4 AW LVL Same BOOR h-I ad Rarbbs Bar OLFSET. J{ BATHROOM#2 BEDROOM#I 5EAK"H L16HRR F761R FETAL b (C78.IrL•1'-0') kASTM "TTERS.51� ib. ObL Hxw ad Rcrblar ROOP unOPr BR/rBS AHO k BEDROOM#I BATHROOM>tl k ,' cowectDRs 10 OlSIGNED (q 6.M..4 07 As PEt FINRIFAGMtErt� MASTERJ (as.IHL•AF-0J AiAtL xr.•9 0' �HTS As YJD/D Fg3D FFP•JIRIIM 6FECIPHc+LTtorq TO HE' OHAI•L M.•9'4 p `k Hus TRAY usJ' (k am m CODE, M= EwsTIN9 corrpmas ORARM saeGED or O NE R. / HC PIJD TRAY a8J R Yf 6 oY8 FLOOR9i4 res PLniOOv 1BFL m TABLE!PIvz6. �� FOR fLIBAr �ROOR jDw s a t•OL.RW p0�( Supm PER �ro GeV N65 FOR 0-M __ GROA BRO6INB•D'4'001'lA7C _ 60�T �a F OR aM4 v R-21 1NAL. TOP PLATE �NOjl� V^VBAR-K.CU 2 6 DESw Ow K PR WON65 FOR CL@1T -_---- - PROSH FLOOR SEFGTIOH BY O'RER OVER R-0�• It-=DER I.J ., TOP PLATM RElA1Hi NEW SWO40 PER ® 5/4'TRO PLYWOOD SO FLOOR WEN t k4 OOK AN22�� BOTTOM a IB•PLATE 4 OVHR AIR IFFL,TRATdON �•.�.OPEN W A NO T BW FLOOR • FIRST F7.gOrLi� lip. b•WL Vl'6TP. LAYER OF V1'EBTR /24 PFO BID SET BARRIER 1/2'06B SFFATHRIB p)1-3A II)f l•LVL CAO'O6 HAK evx T COA57iLIGiION ORAF@YB w 26 TOP PLATE.,26 STAG• F18T TRM JOIST OR ESiIAL T013T I6.AM.26 EOrrOM PLATE t 1 TG k /22/24 CO SOM7IGN DRAHMS KMPJOR H LAYER OFK T�YPW.AL-°N `k DER SFEEOWMAT ON FOYER �y��p� k (2)2 b FRE56LVM TREATED SILL PLAre m GREAT RM (a ) fKO RK �HT. W-� (U8.Hr..IC-0'J �AMWAM BOLTED W SAW FETAL BOLTS AS M (OLe.Hr.•W-01 Ra9Hl FLOOR SELECTION BY (LLe.HE.W-0'J SHALL BE ERLT Ii.00R 56.ECTION BY TREAT FETAL BOLTS ONat OVER SM.To PLATE BOLTED W FSoJ•d No. 23-14 TABLE D�SF@'7 TED SM M t 11'F7A014!JL K C OLBAI F6L APO 6• O4tER OVER 9/4'TIe OGAlBR W 780417E SHIM.D t SILL PLYFAOGO SLBROOR CSCRBI t YER or TOP SM AS k PLYFOOD SLBI'LOOR ISGF>Si t SBN.Et RE�rt��iv,e go�T 6LW�,2dO PLOOR JOISTS.Ib• a 6LIF�.2d0 ROOR.b1579.I6• AS PER TABLE 92% WM S. 1000-56-$-'13 04 w cRO6G BR ASMe• OETAn MI D'-O'OL MAJL BRlDEII7e a FIRST FLOOR SILL FLATG D'O OL MAX FROM EA.OORNER TERMITE san v 1 700 K40 WLT Lp pm• RrM BMT M4L C-IIO: R-M RELLATION. SILL SEALER TYPr ml FILL ANDr 'Arm J---- --$ OF TOP SOL As F+RADE LL qO V X PR@AOLOED JOINT FILLER,TYP. GRAVd.SPADE '� , GRADE E.9D M)2A2 P.T. r9 2X12 P.T. ` REFER TO FLOOD ZOffi ZONE X' „ I G_RA k SPACE SEHM NONE S W ur PR81olDED JOINT PLLLER TYr. S P=B/' DLS/KI' r GO REIE FGUBA ,TIOI•'L'NLL Q1 127Q4•T7P�PQJf�GOfY � IAL OF RM SBOT ON RSOi 6 `F r-TION,O•PGOUD NEW S•w rTYP t ON LOF4'LIANOB NTH 2020 DOFB a 4'-O" TwtOu ATION •" 04.TYP. 140.REItP W lb)M R83AR EJIGIH I4AY,OR LFALS71F03ED BOLL 4•POLRED GOIY2ZER SLAO REM'.FVbxb FRAx NA T^ OONORETE FOLMATION FALL ON GTQ4•DP.POURED A RSIDER L CODE OF NYSH SBOTIOH FFiObA 0"0 PSF KX BEARING GAPAGIY).�S PUMED 601te METH OVER G�LB L bMI1 VAFCR BD.FOiORtID OOHY Fr6.RENT'W p)A4 FEBAR EACH MAY,ON 4'POLRM OOHGRETE.LAB REHP.=NAx NA DdP 10/10/�' RHtlFORGE•EM Otto N0.4 BAR FtTHOH D RY.HE4 OF THE TOP ;R�TTO 2020 u71Yw STRBMM iDP Y y. w616T UAISTIFRB®SOLL QOO P<JF FIDR BEARm GAPAGTRTI.Buz �REFER TO�2020 RL3 4- AND GOD' 3,CO AND N04 B o wo M I RE A A. T� [HUES OF TOP aP WRY A 11�4 TABLE R402L%SL@T M FOR CON 67FMNSM TOP THE Mu SraRY wa FE 2DZD NYa BOTTOM ALL W TO SH SLAB PnOH v A7 GRADE fiEVAT10H1 SLAB BAR NF_AR M IFiM OF Mw', roar a Pfa2 O'SLAB SWILL Be A7 GRADE ELEVATION.SLAB � j RE NAVE NB V HISHMTC COVET BOTTOM OF PT O"O TO SHALL BE PRCA®VO'PM FT TOHATmS FLOOD n " GRGLwvKhTER 202o Nm Ra 404,�nH - FOST SPT ABOVE 106H�T EATER TABLE,TTP.OTOTTOM Q � a.ILO• ALL R mom TO HAVE MIN D• SHALL BE PTTG®VD'PER FT TOWARDS FLOOD AFH aN 4•R pia IxR 4 A FOOIOATION.FULL O BE OV R FIBER BELOW H OVER LIG11D CONSISTINe OF C42ML GRADED SAID,SPAV6, _- A HI&6 ELFVI7ER TABUS TTP.IEOROM Q T 7FT VERL9. 4'FIDE TICK EA.B COJfEE APPLIED FRA7H6FOOFItM OVER F®Hi MEN OVER FMIDATION MsLL.TYP. GCI9®'STOW CON61M E OR aJMsT•PIFOVICL' FOUOATIOR WILL TO BE MIR VlW 5E.Oi GRAOEL. COIYxSTINe OF =6RADFD ENO)GRHVOL. ()SECTION ON IIa_a 11 SLBGARArvE SHALL SEEM PLACED, T'� SEGTI ON "A-All L)�_J�LL LIGLWAPKEED TYR O�F ` SLAZ FAASSM AA r RCONCRETE w BCE PLACED THE Pro}North o�Is LL�J J1JJ �� /'•� r1 PREPARED SLOORADE. sGxs v4•.10' SOALE•s V4'•JLW DO NOT SCALE PRINTS ---------------------------- ' / ICE AW SNON HEMBRAHE AT ALL \ ROOP STARTM GOURSM HIPS 0 \ / VALLEM T1T. \ O TD.RmGe ARCHITECTURE.PLLG GABLE Be VINYL ��• FH 651916551D �VEHT kM HEM — 8 D1C5�ARGWTEGTo6MA�LOIN Or 1101 WAVEW.Y AVF,HOL75VIL4 NY 11142 ' SHIN LES ON ROPE OVER CM FdT PAAPER W ZE \\ 51flHEAIS ox 6�FELT �.- `P Q. B"MM W WHAT LEAST 24• HIem M EXTawR ` O r / w LRE qpp+TIE BULDMG, IIl' \ GDX 5/['ATHINB,])f0 ROOF \ ATM _ / CLAD PASQA RAFTai9.W OZ.4 RAMER A9 DET L 5i@r. / W 4*GMERS t - Ro \\\ �� PROJECT TITLE. --- OMAUo EARA% crLEAVERS,TYP. TIr� FtIL FASCA Wvefl>m TO BE FLASHED AS FM MM r — MAXALLOY�IEI9HTOP -- --- soFP -------- TrP 4, 4 *—,C;,L PROPOSED DYVELLIN6WSW d HEAP PROPOSED DETACHED \ 6ARAQE wrc�aMMEAD \` SmMG FOR HOMO M OVER �" 'IOM AM WLTRATION BAAIZEj ,TIP. eONFI' PLAHINS AT ALL l Caba9 Ej \\\ SEC-OW TTO ROROGPIL MT6t•tLTIOH9, `\$FI°diL-- i \ i ar PROJECT LOCATION. Ir AID 535 SAY HOME ROAD., TT� IMOZ SOUTHOLD --— L==J P9o"JS P705S PA MIN W%'6LAZM I ,NY t� SUVO Fat SPEgFTCATION5, (ALL yI I9 AIRINFILTRATION TOWM PPAtELS.REFER TO TrP. I DETAIL.ON SHIFT A-IOJ 1 , o To BE I SEAL AND 516NATURE, PE a OE L j wGLCRAVE EM FELL AND eSHALL BE r•LP FOisr eOR LArat aP rGP soL A. I 9O FLOM RsranR®. pLp. I �3 I MASONRY LA?C*19 AND STEFS TO CRAM AS Pat NY9 COD!•, JI Sly STARS NOTE 14 A-2 , FRONTELEVATION rl-------------------------------JI, 1 ---------------------------------------------------ti Pa L1�GOlY FOUIDATION ----___-_--J FIALL9 fl FGOiME/3,TYP.BOTTOM BD.POOnNO ____________________________ J L---------------------------------------- —__—� SC1LL6 V4'�1'-O" OF 1176MS TIN9 TO REST SPi ABOVE C4WAL Wr Hi SOM OR corGur rerx e+9Dat$t,TYP. --------------------------- -------=E-Q 0: HOBBYM0.LF"CFMNOTE.THEaia HAs r___---__�---__-�___-�__--�_� ICE AM SNON FEFBRAHE AT ALL �� Bill AVVLS®THAT PRIOR TO ANY C415TRlrMN \ AND/OR P54O MOR MOM IT SHALL BE TIE aflR5 V 1tI�' TTrP.. 4 \ RESRONSELLRY TO OBWN A MW24S FOM FROM TO,RIDGG 1HE6 VIERIM5ORDM5DLPARMN..]IM BD.Rb9E� j \ ARGIR6GT PDEi NOf TZCT.OFiFBD AM DOE HOT TFE5E PTff THAT 501.9_Y BY TIE M MM OF / \ PRO PM / qy� DEPARTLMW OFFIGIAL IS FMMl 87 PRIOR TO GOH51RIGTIML MRH D15EGT SGR®L TTr. `\ b—ad P.1141- •+/' MIL GLAD FASCIA `\ N; MIS be ad RchYxr W 4 EJ MS,6 qf2am PmA MBAMMO AT710. _ LFADEM TYR. \\ . oA92 ewsnnGcoHrolnGH+sDRArrM9 LLI .DRW'uN65 FMGLM / \ DE. DRAIdNEb FOR Ct.@(f Hm6HT iEAD �.K6.PFmseuqm \ MANHEI9HTQ MAIN RES16M �PLODR. RAD.MV AS�CWL ---------------------------------- BNNGE_aod o.,.O. � DECK CGMSTVTION PETAM ��PER `\ �' �DRAWINGS FOR O.BR SHEET A-ID�TO TYPICAL `► SM HOMEOPHR HAHbpAL 161LARDRAIL i 6'B `\\ /14 PF06AF5m SET F RATION BAMER,TTP. \ /14 GOH'7fE1GTION DRAYCHfiB OPOS� SGUARE L ram.,pip /FB6761.ASBWB7GLOSI.FZE iffll FLOOR- E,TYP. ` O0H19TFNGnON OR/WGNB6 GAP t BASE, H8i A..P�HALT ROOF `\ FLOOR, u SHMBLES a1 CA FELTFUZSr `\ ftj t N% 23-14 KNOON VaOR HEAD rLODR• AZEK TRJK TrP. \\ 5CR1 r 1000-96-9-Z3 I TYP. ISALV.FETAL.L.AO rm.WGALV.FETAL Ub I �— AT71G I 4.4 BRAGH!! 9Ol0 CTR7010 P.T.D GTR9Ol0 CTIL'IOb IA90LIAL BRACIND. ZR 1 T�,� � Ya R� P.T. GTR L'JOLTS TO POST#.SawE.rm. BOLTS TO Pvsr I FLOOD ZOE. ZONE.x. ClIRIMR,TM. PER §� I ALL HE:BT LtOPt 400 wat saws NONE swma9 UDR W rotaLE BARRMk T•P. I Dram By. DLB/)Cr ALL PINDOM To BE� xb POST TO Be GALVANIZED SET I �� 1I1 PLASHED A9 PER FF0. IN FlWT ROiOft W- u MOOFB S RELIEVE A,b EW IN D• i PA. 10/10/25 STOW PAMMa R M TO S TH RE AW L DE RIMI I TAL ON SF@T A-IOJ AS SBISTLD BY , FMLH W d OF18L , FLO 8- RAIS®FNSOLRY RATIO 6RADG kM FEAR d Pat tf,9 CODE'E@ , 1�La�l\ ELEVATION ON , sT<�S TO GRAOG/1S I , GRADE l Nodh/1 - STAIRS FLDR ta- I FTD rJ-- ----------rJ-------------------------------b L FlaR�wNG.PawAnB OF IS L---------------L---------- -_J L--------------------------------J OPP L,HB TO Ta"ABOVE ----------------- C&aL r FY1Tat TABLE OR 00 NOT SCALE PRINTS WSHES T iQTLI FN9D�T1•P. D I ESEL ICE AND SHOH FBSRANL'AT ALL ROOF STARTER L01.R`£9,IT`S• Ta RG6 vAlLers,TTP. HEN ASPHALT ROOF ARGHITEMRE,FLLG Bo SHNSLES ON N FMT IO - --— l96 bBIb165510 6 DIL-SII..4ROH17�LTe6MAa104 1101 KAMLY AVP.HOLIMLI A NY 11743 T-' p p ALL HEN FUIDOPS ARE ATTIC. 'A1C�.HY UWTS 400 PAIN LOW V 6LA'ZDW ALL TO ffnERSWMH% r �•«� -- ----- /9Fi'�A.�R.ASI� TI'PICAL ¢� n.L APEGPIGATiOIB�TTP.(/VJ. w ,� �y Fyy� PROJECT TITLE!, NC .IEAD MR.�� STORM PANEA•FUFM W Waf 12 SECIOt � PAscU MrAL ON S EUT A-W PROPOSED DWELLING 4 ;'4' �� PROPOSED DETACHED LPADHRS TTP nec� � GARAGE RAILING As PEi CODE us SDINB PER POOCH HEAD HOMEONNER SHEET MO.REFER TO HE HT. rnr iff HOMEOWNER OVER I�XJ14 AHMAL 2 ' ' �E M. 5EC010 AIR DFILTRATTON Arc TRIM,T1P. MrLFyW 4- PASVA Ti00R_ s TTP. VENTED saFm FIRST BOOR 414 P.T.DV�E,oNAI BRAGPIi, W 4'6URHR4 R � REFS R TO Ir LLB IEAD HEI6f?DOM ITS TO POST 61RD87. COHSTRIIGTION _ a PROJECT LOCATION. PRST FLOOR. IP7A" � 555 BAY HOME ROAD., Arnu SOUTHOLD NY 6X6 POST TO Be SET IN GELLING. 1 s GALVANIZED METAL ANaIoR TTT;AID ELaA_sm IN 6.5atAm M IOSB'116HhE16FTT FETAL FR/1F® A>'HC TRRF HDH GAP AND M ROOF GAHRS OPY.BRAG!%AND SAS' BGTEV BY ,�7R1K CONNECTO TO Be VESW4ED AS PER MANPAGTITa339 SPEWWAT1aM W BE SELECTEP FTRsr rtia"Em SEAL AND 516NAWRE. fi 110: GarADE S 40 FO SHE REST POIR'✓tD COHG.FOUIDA7ION HAILS R FOOfPYq T1T. I RAEFD M/5ON r PATD I 4 TRTAKEOF E OORR�carH.TT MTH Hrii'PWT I I /a1x sTe's To 6RADe AS I I bM)066�PosT�SET I I STAIRS NMEE 6HE:T A-2 ----— —----- METAL A+DIOR TrP. IL---------- ---------------------- ---------------------- AMD— BO.FaDTINO 1 1r--------- Jl L------ .�WMAmC RM -- L---------------------------------------1"'----------------J L-------------- — — ----------J HRH GAP AID BUSS RIGHT SIDE ELEYA�TION RIGHT SIDE ELEY�4TION G�4RRGE �Err SGAL6 1/4•-1'-0• SGALS V4'.I'-0' NOTE BY IHL SMON OF THS HUM TIE aM RAS T.Q.RD66 DEEM AUMEP THAT PFaOR W ANY COSTFRGTEON AMIOR VDVUDOH FL^MT SHALL EE THE cPHE R5 Bo FTWOW RM TO OBTAIN A VWM6 F3M FROM TIE 60VHFIUNG MUM DEPAFaFt3ML j(@ ARGIR66T DOB NOT R"4OV Alf)DL6 HOT ' EgAR/W1EE 7HAT SOLE-Y BY TFE PfTISARAibN OF PNDPHL REVEi AND APPNOVAL BY A aVLMP®3ADPFG NE NSLES AL moap FELTOH'ARRu f OfFM 5 Finaw FRa TO SHIOU6=TIOH Iwo ad RcTbF+r A771G He. Dd. Iwo ad F4MIlaR SEC," — Qt•^ /8 FIND IEASURI77B ALL I84 QJ0= 0CSVW WWTr aG PFAFTM NONIDOYi ANO ARE•AFDER5EP VESWH DRAYCN55 FOR CLOff DOOR WAD NQTS 400 SE RIM HR.GLAD PASGU I � RlYIB4 Maw• U.O.H.W DOL'e w W VIXf®50FFH5 �' DSI6N DR YUNBs FOR 4lENT c q�OgR PANE LOH W W 4•WmRai R RLV KH70M To Be R. R. LEADERS TTP. =4 RENHi NGS FOR QAWr IF 'f rLA%W A5 PER _ F DE516N N65 TOR \ REVIE4 SIDING PER Srl&rM PROSREESMO SET SHIALL RELIEVE SEC'" STORM PAHEL5. S BOOR REFER TO DETAL OVER AIR \ GAL09 RI01F4 AD/14 G01671RUgiCN DRAY@YfS PRST RDGR ON 5F@T/1-10J — BNFRMR TTP. 6X6 POST W BE SET \ RT ALL �4 GOFF57Ia1G770N ORAYaNGS 0.e1. A ANCI�IaR.TTP. D \ D =TlOtµ' Fa/IDOA/VD DOOR A10 B1GA5ED QI e• FIRST OM sx4• Fa CAP ASGLVAE pia BBAASE sue sLOPe ,D �I-11 F rokd Fh 23-14 yga So' D'�stas5 Errv4 FSRPr SMa 1000-5"-23 ALMLOW T� ALL POLL TO FRAM®ROOFt4Er �� R40 9 S lmmts 1a171 TTYPZAL ORZVF MAcniZERS FLOOD SQd+ ZONE 1�CI o MIL GLAD SFBO ICATIONI.TO BE FASCIA SEPUts. NONE 513.EGT®BT OHeR W 4.61/TOFrr R FlRST FL00R AMC TRPL LEAVERA TYR. W"By. DES MCP stDINe PER D" 10A01= �6RADE B 4O HOFEOPPER I I 1NFLWATION MASOFRY LANDING AND STEPS I I IBVFRI/,TYP. I I I ------ . s�asiAl�RSI�DTe�sI�Aga GFADEB T.91 I I A---ci ----- --------� MO.FOCTINO -------------------------- mu'Cmr FOUDAT" ------------- 17 LEFT 51DE EL �4TK ---------1— -- --------------------------JI>' Ie� T LEFT SIDE ELEV�h --------------- {91—��------------J HATER TAME OR Pro}North OF 15 HGFFsr SGAI V4•.1•-0' CONCALT iQTil E3+eR�i TYPE SCALE.V4'.I'O DO NOT SCALE PRINTS (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(7)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEA[ SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 4 C TI() ER N INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION US HEREON,AND 1b THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFlCAIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR$UBSEWENT OWNERS. (S)THE LOCATION OF WELLS(M),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FlELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. NOTES FOR 400 Ostrander Avenue, Riverhead, New York I1a01 SITE DATA ABANDONMENT OF SANITARY STRUCTURES tel. 631.727.2303 fax. 631.127.0144 . ten adminInyoungeng Inc ering.com AREA = 16,429 5F ABANDONMENT IN-PLACE O EXISTING SYSTEMS SHALL BE ABANDONED BY REMOVING ALL RESIDUAL SEWAGE *SUBDIVISION-"WILLOW POINT' FILED IN THE OFFICE OF THE CLERK OF WASTES BY A LICENSED WASTE HAULER,REMOVING THE TOP OF THE P/ SUFFOLK COUNTY ON JUNE 16,1966 AS FILE NO.4652. STRUCTURE(5),BACKFILLING WITH SUITABLE SAND AND GRAVEL MATERIAL,AND O ( ) PROPERLY COMPACTING. Howard P4. Young, Land Surveyor * VERTICAL DATUM =NAVD 1988 ABANDONMENT BY REMOVAL Thomas 0. Wolpert, Professional Engineer Dou los E. Adams Professional Engineer `Q NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =3 EXISTING SYSTEMS MAY ALSO BE ABANDONED BY REMOVING ALL RESIDUAL g Daniel A. Weaver, Land Surveyor O\/ MINIMUM REQUIRED I/A OWTS CAPACITY =40o GAL SEWAGE WASTES BY A LICENSED HAULER,REMOVING THE ENTIRE 5TRUCTURE(5), Q * BAC(FILLING WITH SUITABLE SAND AND GRAVEL MATERIAL,AND PROPERLY * PROVIDED I/A OWTS CAPACITY =500 GAL COMPACTING. HEALTH DEPARTMENT USE * LEACHING SYSTEM REQUIRED =300 5FSWA ABANDONMENT OF SEWER PIPING ffiNpa �'� �J * LEACHING GALLEYS PROVIDED =318 5FSWA THE ASSOCIATED SEWER PIPING SHALL BE CUT AND CAPPED AS A MEANS OF ABANDONMENT.THE DEPARTMENT SHOULD BE CONTACTED FOR FURTHER ABANDONMENT REQUIREMENTS,IF FUTURE CONSTRUCTION 15 CONTEMPLATED NOTES IN THE AREA OF THE ABANDONED SEPTIC SYSTEM. CERTIFICATION REQUIRED 1.THE OWTS SHALL BE MODEL CEN-5 MANUFACTURED BY FUJICLEAN USA. THEABANDONMENT OF EXISTING SEWAGE DISPOSAL SYSTEMS,EITHER ;I 3^ 1.-,- --- w j E IN-PLACE,OR BY REMOVAL,MUST BE CERTIFIED BY EITHER A LICENSED DESIGN € _ ' n - 2.THE DESIGN ENGINEER,FUJICLEAN USA REPRESENTATIVE,AND SCDHS cMF � � REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWTS AND LEACHING PROFESSIONAL OR LICENSED CONTRACTOR AS INDICATED BY THE DEPARTMENT ON THE PERMIT TO CONSTRUCT.FOR PROJECTS SERVED BY MUNICIPAL SEWER SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. DISTRICTS,THE APPROPRIATE MUNICIPAL AGENCY WITH JURISDICTION ' \ SHOULD ALSO BE CONTACTED. APR } f' \ 3.THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A FUJICLEAN USA REPRESENTATIVE. \ S 4.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE \ MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE LOT COVERAGE \ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES(SCDHS)PRIOR TO APPROVAL OF LOT AREA=16,20 SF `- THE I/A OWTS REGISTRATION BY THE SCDHS IN ACCORDANCE WITH ARTICLE 19 OF (ALLOWABLE= %) \ THE SUFFOLK COUNTY SANITARY CODE. EXISTING HOUSE&GARAGE = 1,976 5F =12.1% \ WOOD DECKS = 507 5F =3.1% \ ^ POOL =604 5F = 3.7% I V/�NORTHWEST CORNER TOTAL = 3,087 5F = 18.9% V \\ / X \F ADJACENT HOUSE I PROPOSED HOUSE = 1462 SF = 8.9% 4'WIDE w°cD 0, , GARAGE = 528 SF = 3.2% O e� CHIPPATH 1/ ° 3.78 O COVERED PATIO = 559 SF =3.4/° POOL = 680 5F =4.1% �t'D 3.53 .7) a Fo TOTAL =3,229 SF = 19.6% <CM \\°,j OJ5 O h I TEST HOLE DATA \ A°s `�ti� y��c° *��° McDONALD GEOSERVICES \ F°�� \ ��PQPU 9-Ott° ,4j� �o�Xti�P�/ 43��-_ ` ,+ PROPOSED 15'NON-TURF BUFFER 1/23/2024 \ 5.25+ EL=7.5 0.0' O \ ,ti 3.92 - o MIXED SANG \ '� Not`� �� 'f----6 -- �' %' � , SURVEYOR'S CERTIFICATION v LOAM,FINES \ , �p (�� , r' �' P a GREY CLAY 4 0 J�\ p`� l }> }� y J , � ` `TT +44 W WE HEREBY CERTIFY TO K 1 M DY REALTY & EQUITY N (CH) \ 5 `\\ �� °� \� } > -� oO �° ° DRAINAGE CALCULATIONS SETTLEMENT SERVICES CORP. THATTHI55URVEYWA5 GW EL=1.8 5.7' P� o�, •> s ! > �a ,k. _ QI* PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS o WATER IN \ GOB 0� 0`10 >' a8 >�?��>> > � � /� , `'.>; ' fl ti - GREY CLAY \ p h / } 5'`' ' `" `� ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFES"SIONAL LAND r \ Q r + 5D �O d r (CH) + c M VOLUME REQUIRED(ROOF AREA 1) SURVEYORS, �S c�` 4�2 >j >} �13 .�� v o,'`� 836 SF x 2/12 x 1.0 =139 CF WATER IN a �a 6` O,o >. > ! r ,� r/ N o VARIOUS ' }' <'Op' 2� ur VOLUME PROVIDED } \ 8 3 > ,�O 6.38 w V~j USE NEW OW#1: t` COLORS N CLAYEY GAS \ ti�P / \\ GAL l��G�cd C. p c�.p Oi5` + F `\� �)` b r b O 8' DIA.x4' DEEP DRYWELL = 169 CF n 9 0 0&";', \ o\. \ O p } m. 7.4�z �^ vi O IPF i SAND&CLAY O s? l �• i Cn Q L. J o (SG&CH) 48.0' 90s�, IPF °fir QQS� � \ 2�1}�> \ AP �6s�'� oA� VOLUME REQUIRED(ROOF AREA 2) �?; r o �O 0 CG \. 9:> kp p 9.97,it' }! 6. WATER IN h L 9 -- ��• T (,; i�. BROWN FINE Q� a "'" 1,712 SF x 2/12 x 1.0 = 285 CF TO MEDIUM I y�Q •' G ��y 'P9 AO 1� �� } 5'x5'FENCE ENCLOSURE VOLUME PROVIDED n O ;P Q ti� FOR POOL EQUIPMENT SAND c°°?, :n;. \ c� G?ice s J USE NEW DW#2 dE DW#3NO. (sP) Fo % 1 �sAFF`6 �1�SF moo\ fob \ 'i3 Q FRAMESHEDTO HOWARD W.YOUNG,N.Y.S.L.S. 45893 54"0' \\ `�� 2a s�� a 0 BE REMOVED (2)8' DIA.x4' DEEP DRYWELLS = 338 CF \ -% TH +v°� y 9 ° O DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 f HIGHEST EXPECTED \ s, �P 'P� 1 ;35 ,� * p� ° �� tiF a DWI �O. 'ti0 GW EL=1.8 \ P ti� � o, o .o do �s s 6 ,'o� VOLUME REQUIRED(DRIVEWAY) 7y o� �� 2 35 �n�b b' r �2 z r. ,` �'L \,off 868 SF x 2/12 x 1.0 = 145 CF SURVEY FOR s'+o VOLUME PROVIDED +5 ss �o\ > G \ \� s�<c \��ti USE NEW DW#4 KIMDY REALTY G Vol ( �� \\.7 s +�2�, \F 8' DIA.x4' DEEP DRYWELL = 169 CF fO `\\ ` \ ' + �2 rv99 \ �soo;, 6.67� \�' 43 °�°� \\ LOT 21 "WILLOW POINT' H5.57 � o tN ° s \ at Arshamoma ue Town of Southold \ 00 �* � _i .1 �� 2 \ NORTHEAST CORNER q s Z, �' \ OF ADJACENT HOUSE Suffolk County, New York \ 58 9T?.P 7y �O 2s� °°A9\ \ SPS o�°A s�O op 2 J \p3� \04 -y 5� BUILDING PERMIT SURVEY O } F o e LEGEND \ ��s 9,��ti sti°, " County Tax Map District loon Section 56 Block 05 Lot 23 o Gs FIELD SURVEY COMPLETED Z F OCT. 17,2023 CLF =CHAIN LINK FENCE \ 9s c, �, A,\ JAM.17,2024 a ti ��, I r _1� MAP PREPARED CMF =CONCRETE MONUMENT FOUND 9 �y �/y�py Aso,\ ��<", Record of Revisions/ CMS =CONCRETE MONUMENT SET \ �9� r� tl`y 9A tiF EOP =EDGE OF PAVEMENT \ �2 yrsjfi \ REVISION DATE IPF =IRON PIPE FOUND O BP DATA AVG.14 2024 OL =ON PROPERTY LINE ass SOB ra\ .(' � GENERAL AMENDMENTS SEP.05 2024 PVCF =PVC FENCE \ y F \ SCDHS NOIA#1 SEP.16 2024 PO =ROOF OVER \ 9pF� o / 0�,� BP DATA FEB.04 2025 SPF =SPIKE FOUND \ PQ O \ Q WIF =WIRE FENCE `r a \ O� WMR = WATER METER \ W W5F =WOOD STAKE FOUND m W55 =WOOD STAKE SET �Q, =UTILITY POLE �` 30 0 15 30 60 90 =LIGHT POLE L c - • = END OF DIRECTION/DISTANCE R�25.00' Scale' 1" = 30' JOB NO. 2023-0206 DWG. 2023_0206_bp3 1 OF 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72D9 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EMSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TI BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFCATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York II0t01 NOTES: tel. 631.727.2303 fax. 631.727.0144 I. CONCRETE 4,000 PSI ® 28 DAYS admin®youngengineering.com C 2. REBAR TO BE ASTM A-615 GRADE60 5. WELDED WIRE FABRIC ASTM A-155 4.LOADING ED FOE AASHTO HS-20 Howard W. Young, Land Surveyor 5. TOP SLAB AND WALL ARE Thomas G. Wolpert, Professional Engineer MONOLITHIC Douglas E. Adams, Professional Engineer T-10" 6. THE 51DEWALL AREA SHALL BE Daniel A. Weaver, Land Surveyor 8-6" EQUAL TO THE FULL EXTERNAL WALL 10" DIA. PIPE KNOCKOUT TOP VIEW HEIGHT OF THE PRECAST LEACHING (EACH SIDE) N GALLEYS HEALTH DEPARTMENT USE LP®® ®®® �p ®® ®©® CV ® ® CV 5WEET AIR VENT GAP ®®®®® 1 MFG BY TUF-TITS 1' (5' MIN FROM ANY �4'"g"� 8'-6" DOOR OR WINDOW) LEACHING HOLE SIDE VIEW (TYP) END �/IEW 9' FIBERGLASS LOOKING 2 STORY 4" PVC ® AIR LINE COVER 3006-RG a RISER FRAME HOUSE 2.00% MIN. TO SLOWER MFG BY POLYLOK LEACHING GALLEY (3 BEDROOMS) RIM=a.O NT5 FFEL=11.0 RISERS 8 COVERS T WITH SAFETY LIDS 35' 10, z MFG BY TUF-TITS OR 4" PVC ® 4" PVC o APPROVED EQUAL 1.00% MIN. 1.00% MIN. TOP SLAB CRAWL co SPACE EL=q.5 RIM=q.3 EL=5.0 SLAB EL=7.5 i GONG. COVER O 2 -------AIR LINE---gyp IE=6.40 E 5" VENT IE=6.05 IE=5.70 IE=5.60 IE=5.50ivHOLE I - LEAGHIN6 LEAGHIN6CONNECT 3 PVG VENT LINE .22 2 DIA. POLYPROPYLENE BOT=4.0 GALLEY GALLEY TO VENT HOLE IN OWST DISTRIBUTION BOX E DETAIL FORPROVIDE GLEAN OUT AT 5 COMPONENTS MF6.BY POLYLOK 8-s" Z FACE OF BUILDING MDL301 T-G24 OR APPROVED EQUAL N HIGHEST EXPECTED GIN EL=1.8 BOT=1.8 PROVIDE END GAP LEVELING DEVICE MDL#5L-4 MFG BY LEACHING FIELD 500 GAL. I/A OWTS TUF-TITS OR APPROVED TOTAL OF (6) GALLEYS MDL. GEN-5 MFG. BY FUJIGLEAN USA EQUAL FOR ALL DISTRIBUTION 315 SFSWA NOTE: ALL CONDUITS BETWEEN PANEL AND BOX OUTLET PIPES TREATMENT TANK MUST BE SEALED TO PREVENT 6A5 LEAKAGE INTO PANEL. FOR WIFI COMMUNICATION DEVICE; USE ALARM/CONTROL PANEL MDL#1045040 ENGINEER'S CERTIFICATION HYDRAULIC PROFILE CONTROLLER G MFG BY SJE RHOMBUS . ten ALARM/CONTROL I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL �i7 PANEL MDL#1041g72 SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY of CONTROLLER "A" DIRECTION.BASED UPON A CAREFUL AND THOROUGH STUDY OIL, MFG BY SJE RHOMBUS cli SITE AND GROUNDWATER CONDITIONS,ALL FACILITI AS PROPOSED, CONTROL PANEL MOUNTED CONFORM TO THE SUFFOLK COUNTY DEPARTMENT OF E;LTH SER ICES ? s -1/2' VENTILATION PIPE CHAMBER Volume(gal) D N 4"x4" PRE55URE CONSTRUCTION STANDARDS IN EFFECT AS OF THI DATE:`,,; L' _�;;�':` SCUM BAFFLE B TREATED WOOD POSTS Ql Sedimentation Chamber 277 R T C : 1. -101. Q Anaerobic Filtration Chamber 278 o "104 -7 -0 (3) Aerobic Contact Filtration Chamber 127C4 " n! M ECIRCULATIGN ® Storage Chamber 63 INSULATED N AIR LIFT PUMP Q Disinfection Chamber 4 ? AIR ISINFECTION WEATHER D ' ^, © Total Volume 749 BLOWER SISTANT HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n r CYLINDER (OPTIONAL) o I M BLOWER THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 ' 4' INLET PIP OUTLET PIPE SPECIFICATIONS FNOL05URE DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 11A ® A Anaerobic Media PP/PE Filling Rate 32% FIN. GRADE 4'-04' � © Board Type Aerobic Media PVC/PP/PE Filling Rate 16% Aerobic Media PP/PE I Filling Rate 1 570% ELECTRIC SUPPLY Blower 2.8 cfm TO BLOWER SURVEY FOR AIR L LIFT PUMP Tank FRP TO FUJIGLEAN INLET BAFF a 3 OWT5 SPLICE BOX O Piping PVC/PP/PE Access Covers Plastic/Cast Iron AIR LINE TO KIMDY REALTY LEGTRIGAL SUPPLY FUJIGLEAN OWTS Disinfectant(Optional) Chlorine Tablets RECIRCULATION PIPE LOW BAFFLE 1/2' AIR INTAKE CONTROL PANEL 4 BLOWER LOT 21 "WILLOW POINT FLOW ❑PENING (TYP, (CLEANING OPENING) B SCALE: NTS at Arshamomaque, Town of Southold PLAN VIEW Suffolk County, New York ISINFECTION 4' MANHOLE 0 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP CYLINDER (OPTIONAL) METER a LOW OPENING BUILDING PERMIT SURVEY N INCOMING SERVICE 1'-2' ❑ARD TYPE Count Tax MA District 1000 Section CONTACT MEDIA DEDICATED Y P 56 Block �5 Lot 23 F L t _ 15 AMP BREAKER o z — FIELD SURVEY COMPLETED OCT.17,2023 MAP PREPARED JAN.17,2024 © 120V AC, 10, 60HZ, 15 AMP POWER SUPPLY #12-2 AWG WITH GND IN I" PVC CONDUIT Record of Revisions ® MAIN REVISION DATE SERVICE 5'-5' Q Q 5'-5' ECIRCULATION PANEL BP DATA AUG.14,2024 iLj ASSEMBLY ELEG. CONDUIT© OWTS WIRING PER MFG. GENERAL AMENDMENTS SEP.05 2024 SCDHS NOIA#1 SEP.16,2024 $ HARDWIRE BP DATA FEB.04,2025 © Q 3 EROBIC MEDIA a _ o ERATION ASSEMBLY } GROUND 5JE RHOMBUS MACIOOR FUJIGLEAN SECTION A-A VIEW SECTION B-B VIEW CONTROL PANEL AIR BLOWER AERATOR Scale: NTS a I/A OINTS MDL. CEN-5 MFG. 5Y FUJ I GLEAN USA ELECTRICAL ONE—LINE DIAGRAM JOB NO.2023-0206 DWG.2023_0206_bp3 2 OF 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NO'TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CEITIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue,,PIverheod, New York I10101 tel. 631.727.2505 fax. 631.727.0144 odmin®youngengineering.com Hoard . Young, Land Surveyor w WThomas G. Wol ert, Professlonal Engineer ( FUJICLEAN CEN SERIES ) > . t: It P g MODELS AS PREVIOUSLY n " a Douglas E. Adams, Professional Engineer APPROVED FOR USE BY SCDHS Toward Clean Water... Daniel A. Weaver, Land Surveyor O ALL MATERIALS SCHEDULE 40 PVC(TYP) HEALTH DEPARTMENT USE CLEAN OUT MUST BE INSTALLED TO PROVIDE ACCESS TO THE 6"SCHEDULE 40 END CAP ADAPTER FROM ABOVE(TYP) ADAPTER&PLUG(TYP). MUST INSTALL CLEANOUT TO GRADE IN 4.87" ACCORDANCE WITH 4.53" SCDHS STANDARDS(SEE p INSTALLATION GUIDANCE NOTE 7). TOP VIEW WITH DIMENSIONS(TYP) TOP VIE'N(TYP) 06.24" OUTLET SOLVENT WELDED TO 6"SDR 35 PVC RISER `3 4"LONG STUB OF 4"SCHEDULE PIPING EXTENDED 40 PIPE CONNECTED TO FUJI UP TO GRADE CLEAN CEN UNIT(TYP) LENGTH VARIES(TYP) 90 DEGREE LATERAL INLET VIEW(TYP) 3 INLET PORT ADAPTER ALL {� PORTS ARE u 4"OPENINGS 6.55' SIDE VIEW WITH 23" DIMENSIONS(TYP) 1.97" SIDE VIEW(TYP) 4.87" EXTRA INLET 7 34" 4. 3' CAPPEDLEI 4"SCHEDU 4 ENGINEER'S CERTIFICATION ADAPTER&PLUG OR CAP(TYP) I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL FUJIGLEPtN INLET ADAPTER 10 SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH STUDY OIL, SITE AND GROUNDWATER CONDITIONS,ALL FACILITI AS PRO N CONFORM TO THE SUFFOLK COUNTY DEPARTMENT OF •EACTH SERVICE:) 3 OUTLET SOLVENT WELDED TO 4" CONSTRUCTION STANDARDS IN EFFECT AS OF THI DATE.,� LONG STUB OF 4"SCHEDULE 40 t� Mi PIPE CONNECTED TO FUJI C4 CLEAN CEN UNIT(TYP) i "',� fir✓ 3, HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 Installation Guidance FujiClean Schedule 40 PVC 90-Degree Inlet Adapter 1.The FuijiClean 90-Degree Inlet Adapter has(4)openings(3)inlets and(1)outlet.All of these will accept standard schedule 40 fittings. f ir 2.The top of the inlet adapter has a 6"opening that can be fitted with a 6"SDR riser pipe and cap as a clean out. SURVEY FOR LATERAL 3 INLET PORT ADAPTER ALL PORTS 3.Any unused entry ports on the FujiClean inlet adapter shall be capped with a 4"schedule 40 adapter&plug,or a Schedule 40 slip KIMDY REALTY ARE 4"OPENINGS cap that is solvent welded to a short stub of pipe inserted and solvent welded into the adapter port. (TYP) >< 4.The lateral entry adapter shall be secured to the FujiClean unit using a 4"long stub of 4"schedule 40 pipe that is solvent welded LOT 21 "WILLOW POINT" into the adapter outlet end and FujiClean inlet so that the adapter fits flush on the FujiClean unit. E 5.The installer shall ensure that the soil beneath the adapter is backfilled and compacted sufficiently to support the bottom of at Arshamomaque, Town of Southold N the adapter and prevent any settling or strain on the adapter or FujiClean unit. Suffolk County, New York ;i FUJICLEAN CEN SERIES 6.Metal fittings,pipe,and caps are NOT to be used for installation of the adapter. C4 MODELS AS PREVIOUSLY 7.Must install a cleanout to grade in accordance with the"STAtJDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR BUILDING PERMIT SURVEY APPROVED FOR USE BY SCDHS SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES"and the"STANDARDS FOR APPROVAL N OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOS4L SYSTEMS FOR SINGLE-FAMILY RESIDENCES." 6 8.The following are instructions on how to make a solvent weld for attaching piping to the FujiClean lateral entry adapter. County Tax Mop District 1000 Section 56 Block 05 Lot 23 1.Square pipe ends,chamfer and remove all dirt. FIELD SURVEY COMPLETED OCT.17,2023 a 2.Check dry fit of pipe and fitting.Pipe should easily go 113 of the way into the fitting.If pipe bottoms,it should be snug, MAP PREPARED JAN.17,2024 3.Use a suitable applicator at least'/2 the size of the pipe diameter.For larger size pipe systems,use a natural bristle brush or roller. Record of Revisions 4.Clean pipe and fitting with a listed primer.(Do not use primer on ABS pipe and fittings.Use Clear Cleaner only!) 5.Apply liberal coat of cement to pipe to the depth of the socket;leave no uncoated surface. REVISION DATE 6.Apply a thin coat of cement to the inside of the fitting;avoid puddling of cement. BP DATA AUG.14,2024 Puddling can cause weakening and premature failure of pipe or fitting.Apply a second coat of cement to the pipe. GENERAL AMENDMENTS SEP.05,2024 7.Assemble parts QUICKLY.Cement must be fluid.If cement surface has dried,recoat both parts. SCDHS NOIA#1 SEP.16,2024 8.Push pipe FULLY into fitting using a%turning motion until pipe bottoms. BP DATA FEB.04,2025 9.Hold pipe and fitting together for 30 seconds to prevent pipe push-out—longer at low temperatures.Wipe off excess. 10.Allow 15 minutes for good handling strength and 2 hours cure time at temperatures above 60 degrees Fahrenheit before pressure testing up to 180 psi.Longer cure times may be required at temperatures below 60 degrees Fahrenheit or with pipe above 3 inches.DO NOT TEST WITH AIR. a NOTE:The set up/cure time is dependent on several factors.The pipe size,socket fit,ambient temperature, o relative humidity,solvent cement used and the system operating pressure should all be considered when determining set up cure times. r m Scale: NTS n. JOB NO.2023-0206 DWG. 2023_0206_bp3 3 OF 3