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HomeMy WebLinkAbout1000-54.-4-20 OFFICE LOCATION: ®� S® MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) =e Southold, NY 11971 ® �� Telephone: 631 765-1938 COUN 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: August 9, 2022 Re: LWRP Coastal Consistency Review for MKS REALTY, LLC SCTM# 1000-54-4-20 Young & Young on behalf of MKS REALTY, LLC requests a Wetland Permit and a Coastal Erosion Permit to construct a two-story 2,445sq.ft. footprint dwelling with garage; a proposed 21'10"x11'9" (253.5sq.ft.) seaward bedroom balcony with railing system; a proposed 10'4"x20'2" (191.7sq.ft.) mezzanine level bedroom balcony, railing system, a privacy screen wall along west side, and a 6' wide spiral staircase to ground; a 1,218.8sq.ft. elevated deck with a 522sq.ft. pool on seaward side, privacy screening along portion of east side, a 3'9" wide stairs with railings to ground to west and a 3'6" stairs with railings to ground to east; proposed 10' wide bar/grill area on pool deck; seaward of pool to the east off pool patio, a proposed 203.6sq.ft. elevated (ranging from ±7.5' to 10' above natural grade) catwalk leading to a 127.9sq.ft. open air gazebo with flat roof over, 3'6" wide stairs with railings to ground, and 110.6sq.ft. storage area under gazebo; proposed 663sq.ft. of non- pervious front entry stairs; proposed 4,095sq.ft. of stone blend driveway; proposed 1,200 gallon underground propane tank; new I/A OWTS sanitary system, i.e. one (1) 500 gallon wastewater treatment unit and six (6) 8.5' long by 2' effect. depth sanitary leaching galleys; public water service connection; new storm water control structures for roof runoff and driveway runoff; approximately 690 cubic yards of clean material from the excavated areas will be used to fill the site to the proposed grades; and all mechanical equipment (i.e. A/C unit), to be located above the second- story structure. Located: 1925 North Sea Drive, Southold. SCTM# 1000-54-4-20 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 proposal is INCONSISTENT with LWRP Policies and with the LWRP. Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. 1. Avoid development other than water-dependent uses in coastal hazard areas. Locate new development which is not water-dependent as far away from coastal hazard areas as practical. a. No development is permitted in natural protective feature areas, except as specifically allowed under the relevant portions of 6 NYCRR 505.8. b. Avoid hazards by siting structures to maximize the distance from Coastal Erosion Hazard Areas. 1. The entire parcel is located within the Coastal Erosion Hazard Area ' - - '•-., c ' - .' t f... a.r*. .yam. %�Y. Suffolk County, UConn/CTDEEP, Es.ri;_;HERE .--;GarMin;,,GeoTe.ch 'ologies;:P .: 7 The purpose of Chapter 111, COASTAL EROSION HAZARD AREAS is to regulate, in coastal areas, land use and development activities so as to minimize or prevent damage or destruction to man-made property, natural protective features and other natural resources and to protect human life. In addition, the purpose of Chapter 111 is to regulate new construction or placement of structures in order to place them a safe distance from coastal hazard areas. § 111-4. Purpose. The Town of Southold hereby assumes the responsibility and authority to implement and administer a Coastal Erosion Management Program within its jurisdiction pursuant to Article 34 of the New York State Environmental Conservation Law. In addition, it is the purpose of this chapter to: B. Regulate, in coastal areas subject to coastal flooding and erosion, land use and development activities so as to minimize or prevent damage or destruction to man-made property, natural protective features and other natural resources and to protect human life. C. Regulate new construction or placement of structures in order to place them a safe distance from areas of active erosion and the impact of coastal storms to ensure that these structures are not prematurely destroyed or damaged due to improper siting, as well as to prevent damage to natural protective features and other natural resources. 2. The entire structure is located within a VE EL 13 flood zone. VE coastal areas are subject to high-velocity water including waves; defined by the 1-percent annual chance flood and wave effects 3 feet or greater. This means that the flood has a 1% chance of being met or exceeded in any given year. ' ^era-�,...:>F�..�'.tr.:3�� .�s �"^ w I � ,� �Ia�: -:iC�'�'r• ,�:...�. Zone VSE � `i'-;`;;,�y: '�<� : ;-,Iar. .,�,.�r,�c�.•'�. 4 L. "�a,;�;�';,:;:--': (EL 7u�:' •.. -"'S3'T., jl ,.K"' lEl t•2•)�,��F;�: �•. '•{r �-'�1..•�,,.`. "•,�✓Y '�F,�^+•eF,4iy yfi--:=Y .c.µY, � � r! •E: yl� 6_ �` j:;I" —•Y%rM1 r:,',h„l+f"' 0..! i� E51-I. 3. The parcel and any development on the parcel will be adversely impacted by categories 1 through 4 hurricanes. LECIMD}-, 'f�.''�;� . �+:' '► ��I� I I Ili I� I , :'}'•: y/jj� J;•t' rW� � f• J . • aMels A} �9 t•' .�• w Storm-Surge I�F•• LL�1 •yam ', Sto m Surge Zone p'f .1� �J �rJ• �+ , '`rte- fres r • i r•} Storm Surere Zone ���fi('°.alt'.?• .f4:••'. ���•�� 'od! Storm,Surge Zone rxy .. to '•; :A.'L'� - .'�;'ly`y'1 •"x„y 4iT.�•.'„'�1; 1• f'T -^^"q,� .,.('j:' -. �i.f�y�, '... 3,� - ( w.,, •,,,'!q'!'tyT:hili ! 54'".,,.,'w- AP 'a f WW ,F��,:P"�'f ;'�,'n n d�•�t"`4��'r','�.'':j'�k�;>;*, •.yY �,,„ •.� :r � :X ;j;'-....,,,,..� ''nt¢ F,. t9�rie7�:Y y, � ''E'�` ;^4• ��,,,� w- r`�iA4+r�;et '`-.. A`e.� '�F �' �; "�,r�-.�%'P�.'•�'gC-'� `,i/e' ��''`',••y,`A i'`�4'''”-.: `,# "�''�`'�c}s»+ f�'' { ` �'i SUfFolk C1oun , UConn/CHEEP, Bri, HERE, Garmin, GeoT... "-;"`+-�_�'•:`_,!`7 �x� - �` _ 7 J. •qT�_�T:�Y••,t.Y..>. .*M1't ;.;5�.., `•.Y_ �� f /� fir' r �- rp •1 �;Ss ... � {''�v t"•.�µ� -may. J '•'`S . t- 4. The parcel will be adversely impacted by sea level rise overtime. 4.2 Protect and restore natural protective features. Natural protective geologic features provide valuable protection and should be protected, restored and enhanced. Destruction or degradation of these features should be discouraged or prohibited. A. No development is permitted in natural protective feature areas, except as specifically allowed under the relevant portions of 6 NYCRR 505.8. B. Maximize the protective capabilities of natural protective features by.- 1. y.1. avoiding alteration or interference with shorelines in a natural condition The proposed actions are located entirely within the coastal erosion hazard area and the primary dune, a natural protective feature. A primary dune is defined in § 111-6 Definitions as a natural protective feature. NATURAL PROTECTIVE FEATURE-- A nearshore area, beach, bluff, primary dune, secondary dune or marsh and their vegetation. PRIMARY DUNE-- The most waterward major dune where there are two or more parallel dunes within a coastal area. Where there is only one dune present, it is the "primary"one. Occasionally one or more relatively small dune formations exist waterward of the primary dune. These smaller formations will be considered to be part of the "primary dune"for the purposes of this chapter. The waterward limit of a primary dune is the landward limit of its fronting beach. The landward limit of the primary dune is 25 feet landward of its landward toe. A site visit of this area was conducted on October 17, 2007. In attendance at the site visit among others, were representatives of the Town of Southold Board of Trustees, LWRP Coordinator Mark Terry and NYS DEC's Environment Program Specialist Robert McDonough, which confirmed that the proposed actions are entirely located seaward of the CEHA line and within a primary dune. This determination still applies. 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 RECTI /c Town of Southold V L AUG 5 2022 LWRP CONSISTENCY ASSESSMENT FO Southold Town Planning guard A. INSTRUCTIONS 1, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A nroDosed .action-Will be evaluated -as to its signeaiit: beneficial and:adverse effects uncia the coastal areae'which includes allof Soutilolcl Town)` 3.: If any question in Section C on this foam 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 ie�ctila detail;, listing both supnortin"g and nOn- sunyorting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it.sliall not be Undettaken. 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 -. ¢ 04- — ;-70 PROJECT NAME_ MKS LL C- The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees L�J 1. Category of Town of Southold agency action(check appropriate-response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: ❑ Nature and extent of action: Con s+ru c-F c7 n ew 2 s-fvr y _r m o efG�er w l l -fh-e a ss o e i a f-ecl in e(ucltn ool dectc, Shed , ck C_ Wafter S�ryi c��ee d i se p--a l 5kl5fem once .S�on c blend d a Vewc?y Location of action:_ 19 2�5- VorHI 5 p D rty e, a f- 50 u�h o l cf Site acreage: l 0 39--30 oCres , or 5�, 3(0 .s-r Present land use: Vo can f Present zoning classification: �iesi d enfr a 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: M Ks eeatf j , LL G Aih-) : .4n+on(0s V0Ltrnc" (b) Mailing address: -77 M e a d oW b ro c k E o a d Syoss� , NY 0 -7131 (c) Telephone number: Area Code( :) 91 70 3 O (d) Application number,if any: /V', A Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes Z No El If yes, which state or federal agency? N YS D EG — T d cd W e--Hcmd Ferr i j- or Le-if er- v,c No .Tur(sd ic4Tar,) 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. F/]Yes ,[:] No [:] Not Applicable eon Sf-Q U CFCr n"'t/ 2 sfory -Frame_ ho"5e- ,- gczmge- -f 950 tier W, * c2ss�e.iaf-ecP SIA-- imr�royev�nenf� inete,rcQrne Poo/ ot'ecfc sf►ec0 /ecf�� _S,erVtcc�u�6JG u czfea- ewtc� Seu�a�-e c�Ys�oosce( st,s�ed,� .=.4owTs) G?�l cP Sf-oo1 e to l encaP cert veWOV, -�— 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 El YesEl No ® 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 Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ❑ Not Applicable " The. �ro P o'5e cP h o u s� f- G a racy-� Wil 1 b-c �ns*ucfe& cc f- oma' a6 oy�-Ae— r r-ej I ood l-c.vcahon pele EOL IA cr a rD x irn cr l r'cf a efl anao b o uncr?�r 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 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. ❑ ❑ x es No Not Applicable FbtfcLi I 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 S. 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. D YesF! No 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 YeO No❑ Not Applicable 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. Q Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III-Policies; Pages 57 through 62 for evaluation criteria. 0 Yes ..© No ❑ Not Applicable �f6a- 40 POLO, I Qe�ons�. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III-PoIicies; Pages 62 through 65 for evaluation criteria. ❑ Yes 0'No H 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 7-h Om a s C., 1� of pel�, P,E. 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OF c+�:�a�Y' 5 .. _ y ras sJ s COUNTY OF SUFFOLK p b w NQfILE N �'tl9 w faaa SEGTIW rO E ._ �.,.,�•• —.�— �„ �, Heel Prop-tyT-S—ice:x—y W E w•nerx�. .vn wmuu Do n+� Y a, ""a' � O.S4 E w—_ _ _—.—_ �� —_— r'� u • rWGrn—a l.,�in.i.11 VISCV H y eIfTIK@MY rax 4m Ottai6rED M �.. 0 ——.__ (31) DIRECTORY 'PLOT PLAN_ CLIENT: PLOT PLAN LEGEND t ® I 77 &MRS,TONY VOURNOU SITUATED IN THE BUILDABLE AREA 77 MEADSSET.NEW YO ROAD TOWN OF SOUTHHOLD SYOSSET,NEW YORK 11791 SUFFOLK COUNTY,NEW YORK ENGINEER ' LONG ISLAND SOUND NON-BUILDABLE AREA R 00JERIC CONSULTING ENGINEERS,P.C. RUDOLPH S.SHATAR1- P.E. R SHATARAH 6500 JF}NICHQ TURNPIKE 516 731-4687 P.C. "SYOSSET. NY 11791 -•-- FAX 516 796-2744 NOTES: E=S=EI SILT FENCE LOCATION 6500 JERICHO TU SPI LANDSCAPE DESIGNER • ALL INFORMATION OBTAINED FROM: SYOSSET,NY 11 IW SURVEY PREPARED BY TIE LINE ALONG APPROXIMATE LIMIT LINE OF WORK TEL.(516)731-4687 FAX(516)796-2744 CMA GROUP 631 675 6214 YOUNG&YOUNG HIGH WATER MARK AS LOCATED RUDOLPHa6CE-PC.COM 2100 JOSHUAS PATH DATED:DEC.10,2020 BY US ON 11/25/20 LTIE LINE ALONG APPROXIMATE RUDOLPH S.SHATARAH,P.'A NY 11788 PROFESSIONAL LAND SURVEYOR LOW WATER MARK AS LOCATED WWN.RSCE-PGCON LAND SURVEYOR 400 OSTRANDER AVE.,RIVERHEAD NY 11901 N40o28,591IE BY US ON 11/25/20 200.04 YOUNG&YOUNG LAND SURVEYOR 631 727 2303 • FLOOD INSURANCE RATE PANEL •- --------` ----------- -----__- ___.__ _ _ _________ %"�� 1 "•E` � R�HEARD, NEW YORK 11901 Fax 631 727 0144 No.36103CD154H LAST UPDATED 9/25/2009 - "----- s,_ • VERTICAL DATUM-N.A.V DATUM 1988 _-__i.__.__...__.___. CONSTRUCTION MANAGER - ( ) --- ----------------------... --.__--- ...-3--------_....----- � 1.�; CMA GROUP 631 675 6214 • ZONING USE DISTRICT=R-40 __ - 2100 JOSHUAS PATH FAx 631 675 0364 HAUPPAUCE,NY 11788 • LOT AREA=58,936 S.F. 0cc o ----- ca DRAWING LIST' BEACH Y 10 0 ___ OQ w SON ACE ND THE as TH xM PF4PGF T m i 4 ""- q FLOOD BOUNDARY LINE DKINEER NFWNCEYmNr r BE I A7.0 PROJECT INFORMATION SHEET - � ---'------______ tj ' Q AS SCALED FROM FLOOD "�°'� A1.1 PROPOSED SITE PLAN - -._ N � Q INSURANCE MAPS rt B A MBIAMIw 6 scow rmcz _. -__.. = Ir TIE IBM mwc SIAL 2000 II A7.2 PROPOSED SEPTIC SYSTEM DETAILS - ZONE VE(EL-16 7"RI mNIE Am ANY�IDDI r'��A A7.3 GENERAL NOTES ) U621sU RriL59vNL ENDER TO Al.3A GENERAL NOTES _ ----- ------ A1.4 CODE COMPLIANCE DETAILS �-• ---" 4 ZONE VE(EL-13) _-- _ 0 ENGNEER M ALTERED THEI�^� ALIBW" NOM'&MEO Or PoLLORD B! A1.5 CODE COMPLIANCE _ EDGE OF BEACH GRASS'`~`5-� 1-- C DI� AFF MS AL AND A� A7.6 WINDOW&DOOR SCHEDULES _ , A3.0 PROPOSED PILE FOUNDATION PLAN - @ X uOF 1HE AlUtO sw1 IBE NOTED. EwFIAx A3.1 PROPOSED FIRST FLOOR PLAN W L 8 •AS __- -_- , @S // 17 @ -------------- SS S)@ A32 PROPOSED SECOND FLOOR PLAN OO -4 r--_-_.-_.- y O M•"`•.,,, A3.3 PROPOSED ROOF PLAN O - S S'O - --�1 @p A3.4 PROPOSED OPEN AIR GAZEBO ® - •-'- ----- 4- S 41 A4.0 PROPOSED ELEVATIONS •••' j @ -�__:_.-___i'-"^•�.. _ (A _ #; A4.OA PROPOSED ELEVATION I �'___T_._ __. -�_. '@@ @r @ - __,_- p -1 I 1 A4.1 PROPOSED ELEVATIONS t O - - -- ---T-- -�SY . - `@� r----� - j A 0 C A5.0 PROPOSED BUILDING SECTION W c 1 -- -- ____ - A5.1 PROPOSED BUILDING SECTIONS ` -----------•8------�i------"------'-r---__--_-_-j�-__. -------------- m ~ A5.2 BUILDING SECTION DETAILS IV Q p. I -t _ ____ < A5.3 ELEVATOR DETAILS O m \ SIDE D MIN, A9 ? `@ I I A6.0 FOUNDATION REFLECTED CEILING PLAN I M - `•, BEACH GRASS @ i i 's O `G ART FIRST FLOOR REFLECTED CEILING PLAN O A6.2 SECOND FLOOR REFLECTED CEILING PLAN G A7.0 FOUNDATION POWER&COMMUNICATION PLAN SIDE YARD MIN. (D - A7.1 FIRST FLOOR POWER&COMMUNICATION PLAN --•I (D ' A9 I I A7.2 SECOND FLOOR POWER&COMMUNICATION PLAN 51.0 PILE FOUNDATION STRUCTURAL PLAN Ko _-_----_-�-•- ---------g�J -` �` @ _ S1.1 FIRST FLOOR STRUCTURAL PLAN - '@ S1.2 SECOND FLOOR STRUCTURAL PLAN • y _ C_• � S_-�]_-�_� .@ ' N �o 0 li CD s e @ 1 • T@ XjJIi S @_�-�_^ �__ _d-__/`-,-mo-_�9i-� 'y�/j•e/____..�-•j@�'-`�@\,�` •'-i-••-�@\7_l•-,,-`�--d�'jsfII�; --@-J-@-s,-�.-_�~~`' �@_J_ c@@�. IIIIII z: PROJECT PROJECLIMTNG FENCE 8 < p D.�,Vp@ HAYBALES ALONG LIMIT OF IM N/, 10 CLEARING,GRADING AND GROUND DISTURBANCE.SEE D � m WO DETAIL#4/A1-2. 0, - BY MCDONALD GEOSCIENCE 0 ------- LITEST HOLE JDATE:05/11/06 EL=6.45' 0.0' FLOOD BOUNDARY LINE U)Td x LAS SCALED FROM FLOOD BROWN tU • - I Q¢ FINE TO it A .-� INSURANCE MAPS O , ?CAE o ORSv Wo 0 o X ZONE E(EL-13) 7( Z W(SW) POOL PROJECT: @ Gw=,.65' 4.6 m?ABBREVIATIONS WATER IN ZONEAE(EL-12) 2STORY FEPALE BROWN p REVISIONS A00'LMOTIONAL• IN. IKH(FS) FINE TO HOUSE S 2 STORY COARSE , p ALOW. ALLOWABLEINFO. INFORMATION LLFNDATE REVISIONS FRAME 72822 REVISED PER SURVEYOR DE YSALUM. AwuINUM xxlzxxa2DNTA1 SANDCONC. HOUSE A.F.F. ABOVE FlMSHFLOUT NT. HEDIT (SW) REV5EDFFROOMENIIS STS �BD. BOARD MANUF. MANUFACTU 110 �' •T SLOG. BUILD( GBL MAXIMUM @ s SAND, LOW BRUSH $,•� °' I AA •°'i I SM. BEM MR YHWUM SINN. BATHROOM ML MCRULAI JOIST o I SCATTERED TREES CLD. CEILING NON. NO MUAL £m SI @ } S I,' i p OLDS. CLOSET O.C. ON CENTER CONE CONTINUOUS OP'G. OPENING '� Y- •@ S i CONC. CONCRETE PLYWD. PLYWOOD _ I @ DI`N. DRP DIIMENSIION PND.FHDOR ' PANT 1,775PROPOSED ' TO KENNEY'S ROAD ''`- 5._ } 0 ''� @p•.. UL i S6 ' I DRAWN G RD. RWND J 1'' @' - ,�@ •1 LL I .-. -__-_•-_.----------_--_-__ EA EACH RY. ROOM ` -� -- ---_- __- _-_---_----_- _-_-_--_---_ ------- ELEV. ElEYAnON R0. RUICN OPFT6NG r r' S oq M/�/�M��L - /�-/ /� l _-_- EXST. EASONG REO'D. REOUIREo .(� Y- �'--?Mn 1s!4_XL1.a-[JGI� �� SIG O\5-7.,C0��� '" 'n EXT. F1O00oR SR STEEL ` ! _ 7 \_._-_--._____-______.- --.___.- -..-_ -77: MIST. ---_- •gyp 4? ISSUE FAT. FRESH AR INTAKE ST.STL STAINLESS STEEL L____.. fUL FLOOR TNN. TRICK t{ •p EDP A .1 A DATE COMMENT FON. FOUNDATION TIP. TYPICAL 411. Y @ •{� -A •@ FT. FOOT/FEET U.D.N. UNLESS OTHERWISE NOTED Y •@@ iT LANWARD LIMIT OF NATURAL Efical PROGRESS PRINT Frc, FOOTING VERT. VLRPOILLrFEATURE LMP.BD. GYPSUM BOARD V.TR, VENT TO ROOF •@p �@ AS$C./LLErnD FROM COASTAL LINE fltdR2 EVISED PER COMMENT W/ WITH NORTH SEA DRIVE EROSION HAZARD AREA MAP SYMBOLS LIST _ - - - - - - - - ---------------------------------- ,r_-_-----_---_-_-_-_-_-----.-------------------------_---_-_----_--_.-----_-_-_ ----------------- -__-_-__-_-_- PROJECT No. 1-35 OUTAL NUMBER DETAIL NUMBER ' DATE: 05-08-21 X AX AX I ER SWC.NUMBER DRAWN D KJS DWG.NUMB ' CHECKED BY: BUILDING SECRON/MAPON SECRON COAL EXSISTING PLOT PLAN SCALE AS SHOWN SCALE 1'=20'-0° N L FO ERERCTDR ALL TRA -O R COSANE EOUIPEDTO REVIEW, TOAND BE FPAREFERILIARN'IiX THE ENWRE DRAWING SETMIO PROJECT MANUAL PACKAGE PRIORTO BEGINNING ANY WORK,MY DISCREPANCIES DUE TO A-OF CROSSTRADE COORDINATION WDH THE EMIRSDOCUMENTBETWILLBEREPNRED,REPLACEDORREINSTALLEDATTHATCONTRACTORSBOLEE%P SE Al ZONING INFORMATION PROPOSED PLOT PLAN SITE PLAN LEGEND ZONING CALCULATIONS L O N G I S L A N D S O U N D I No PROPOSED BUILDING DISTRICT R-40ni1 Bu �EF�� REQUIRED SECTION TOTAL PROVIDED LOT SIZE 40,000 S.F. 280 ATCH 1:1 58,936.00 S.F. CONFORMS THE LINE ALONG APPROXIMATE D SILT FENCE LOCATION LOT WIDTH 150.00 FT. 280 ATCH 3:1 200.00 FT. CONFORMS HIGH WATER MARK q5 LOCATED R SHATARAH BY US ON 11/25/20 LIMIT LINE OF WORK oINSDLTING FNGINFTAS.P.G LOT DEPTH 175.00 280 ATCH 3:1 296.57 FT. CONFORMS 6500.ERI010 FRONT YARD 50.00 FTT.. TURNPINE 280 ATCH 3:1 67.83 FT. CONFORMS suITE lw 5 FT. CONFORMS STEL.YDESE(516�T.NY 11791 SIDE YARD 15.00 FT 280 ATCH 3:1 39.7 AGGREGATE SIDE YARD 35.00 FT. 280 ATCH 3:1 84.00 FT. CONFORMS N40°28'59"E 200.04' FAX(516)796-46187 4 REAR YARD 50.00 FT. 280 ATCH 3:1 186.75 FT. CONFORMS -'�--_ - -- RUDOfPHORSCE-PC.COM RUDOIPH S SHATARAH.P.E. ---. WWW.RSCE-PC.COM MAXIMUM PERMITTED DIMENSIONS: LOT COVERAGE 20%(11,787.20 S.F.) 280 ATCH 3:1 16%(9,385.2 FT.) CONFORMS BUILDING HEIGHT 35.00 FT. 280 ATCH 3:1 35.00 FT. CONFORMS -- --- _'--'---._.._..3 '7��•- :/. NUMBER OF STORIES 2112 280 ATCH 3:1 2 CONFORMS _ _ •': ;. FIRST FLOOR AREA: PROPOSED FIRST FLOOR 2,231.7 S.F. Oo BEACH O - PROPOSED FRONT ENTRANCE IMPERVIOUS 662.8 S.F. -...-__- w PROPOSED GARAGE 538.3 S.F. O -4--- PROP.FIRST FLOOR EXT.DECK 2,071.9 S.F. 1 [FLOOD BOUNDARY LINE0 MEZZANINE FLOOR AREA: ZONE VE ) S SCALED FROM FLOOD --'-' BE PROPOSED MASTER BEDROOM 655.7 S.F. (EL-16 sum v ira�� vm rr� --- INSURANCE RATE MAP ZONE TIC PaaNRrc N (EL-13) (n ...................... ..... R 6 A NOIAIIIW 6 SECIOI 72 SECOND FLOOR AREA: 1,924.2 S.F. EDGE OF BEACH GRASS Avr w+�ri"IEM ua mW ACWO UMV DIMM W A COMPLETE FLOOR AREA TOTAL 4,811.6 S.F. Q 1 - F IxmeFA q OW THE � m Q mM arJale Txe su a AN SD 3 ._.- -..... 'B S - _ S harm 8VLL Er HS SEAL Nm A d 'S .O __ _ 1 r HIS •ADFIED 6Y,FOUOR➢ H LOT COVERAGE-BREAKDOWN -- _ s s OPEN AIR GAZEBO Qml o �f s --- W/STAIRS TO GRADE v TxF arDunoM sxuLff • DWELLING(WOOD FRAME) 2,444.9 S.F. Ib s 5-_ 3----'-._ s�: RAISED DECK 1.218.8 S.F. ------------------ ---------''--- -------- x ---- ----- NO STORAGWATER/SE BELOW ' zo.a 7- '-...._a: - ...__x---I 150 ---- CATWALK ABOVE Q / POOL 521.6 S.F. 0 3 x--- - ..._-- GAZEBO 127.9 S.F. Q GAZEBO STORAGE 110.6 S.F. 3 Q B' - '-----.___.._._. _ -I _._._.___ 3 0 6--..__--- -^'-_�. _ - - -x GRADE � '� } s -- CAT WALK 203.6 S.F. ` x a xm _-____ ----_-_--_-_-_' CATWALK W/PILING FRONT ENTRY STEP SYSTEM 662.8 S.F. Q Q r s� 'Ps I - SUPPORTS DRIVEWAY + 4,095.3 S.F. DASHED LINE OF \ \oy'• BEACH GRASS I x s \ (A Q __ PROPOSED POOL SECOND FLOOR M _-__.__----- •� I m 1 LOT COVERAGE TOTAL (16%)9,385.2 S.F. d ___ _ '8-_- I m J PROVIDE ACCESS TO Q Q BALCONYABOVE LOT AREA 58,936.00 S.F. 1P' ; + I - --'_-- POOL DRAIN FOR 1 7 c x a MAINTENANCE. e� i a Q DASHED LINE OF % •�.- � I ` a � SFT.DIA.x 4FT. < Q !D a {o O.H.ABOVE. _ _ ------- DEEP SWIMMING AMOUNT OF FILL REQUIRED 270.00 CY. x -----------__ _ _____________ _J - - _ r Q Q. ' (FILL TO BE CLEAN BANK-RUN SAND AND GRAVEL FROM APPROVED UPLAND SITE) a se _y x�,-- _ POOL BACKWASH SPIRAL STAIR N - _ .e /^ �_ - SYSTEM. Q -' FROM ABOVE. i� /'�7 't /!_�1'-`,� - - - ---- �'1 �-- POOL EQUIPMENT cr BUILDING AREA: GI _ N FIRST FLOOR 2,231.7 .S.F. LOCATED UNDER DECK o MASTER SUITE FLOOR 655.7 S.F. �i ,-s '0s'` -. _ - 1°"•� ' _-_�/ a (GROUND LEVEL) Y< SECOND FLOOR 1,924.2 S.F. V - �'- RESIDENTIAL BACKUP ¢ Qz" as 25' »` 9 it e s+16.66 I (O GENERATOR LOCATED = 3 m Z i SCHEDULE FOR OPEN SPACE AS PER 280 ATTACHMENT 6 10 "o . I N UNDER DECK (A i w< Q .o x , 5 -..A�: c z SIZE OF LOT(<15 AC) 58,936.00 1.35 AC CONFORMS Q ^�_._,- 8 _ ut " :a. I :! •.� II ss 75' PROPOSED 1200 GAL. U'$ __..---_. I UNDERGROUND ° 0MINIMUM OPEN SPACE 20% 000.0 S.F. CONFORMS .r•' 'J} / a -F� `-- ' ` PROPANE TANK LLIMINIMUM SET BACK 30 000.0 FT. CONFORMS 's ` . I ¢oV "1.0 - 1 (ILF°ELEi20.]6)MINIMUM BUFFER 20 000.0 FT. CONFORMS LIMIT OF � a ✓ '-'--- '-_' �• \ ,I •'• I RAISED DECK STEPS`tia� _____ _ _ co - W PROPOSED FILL OONTR - 10 .,d- - I 1 a• b NG TO GRADE (APPROX.690 CY) _-.._.__6P,wm,_.- _ (,. - 3 x .9 20 +16.68 < "«.. ...........7:3.._...1 �II FE we we -_-K-':. - •• ..'. •y,�.`, PROPOSED 2-STORY I ¢ _ Lu Lu v xm .o- «8.7 - x.0 I,., ..:. .............,/'• FRAMED DWELLING ❑w z= I.... ZONE VE(EL-13)-n S , i 1467 oWrs /I I �___;yY' x - i\ 8 DECK ON WOOD PILES. =o O x FLOOD INSURANCE RATE PANEL No. 36103C0154H LAST UPDATED: 9.25.2009 c4 �oG o" 11.76 - s `�, I I W m a CD + r (F-F.EL.:16.75) ¢o LL r 0_ ZONE AE(EL-12) +8.5 0=o> W m D 3° Q �J +7.5 +]•36 «74 '30 1 I FLOOD BOUNDARY LINE AS i Z°m^' 000 f n 0_ I SUBJECT LOT: 1925 NORTH SEA ROAD,SOUTHOLD Iq - - I CONIC. SCALED FROM FLOOD G "-__-._ ' DRAWING uz SECTION:54 BLOCK:04 LOT(S):227 m x 8 _ s9 _ - 1: WALL INSURANCE RATE MAP i PROJECT: NaME ZONING:RESIDENCE'R-40'DISTRICT 1000 m NOTES m y I +7.5 +73 N s +e.z r r 7 1�•� x'3s PROJECT LIMITING FENCE& I REVISIONS ALL ZONING REFERENCES PER ZONING CODE OF THE m 1 ! 'a ' g j O HAYBALES ALONG LIMIT OF I #DATE REVISIONS TOWN OF SOUTHOLD Z 0 + I +7.3 6 .3 sss 9 CLEARING,GRADING AND rnfinz'ENBEOPERsuavEr THE UNDISTURBED PORTION OF THE SITE SHALL BE y IZil 1 s bO -"sp 6 x - 0 GROUND DISTURBANCE.SEE e1Dv]z REvls®PERCO1F.1341" MAINTAINED AS A UNDISTURBED BUFFER. < ,� sa 6 Q '�5.8• ss*Z5 II ass 271 DETAIL#4/A1-2. +5.6 1,775'TO KENNEY'S ROAD �..- _ .... ...._._..,_....-.::....-s.._..........__............_........__........ .: ... ` t• y o 41 7 7.5 s 00. 0' m AT EDGE OF EXISTING S.0 .� PAVEMENT TEST HOLE �� +72 $ �s EDP i r ?� 9 ss BY McDONALD GEOSCIENCE EXISTING UNDERGROUND -� DATE:OS/11/06 � WATER MAIN �aq`s EL=6.48' 0.0, N0RTH SEA D R I V E ISSUE ® PALE BROWN DATE COMMENT FINE TO ' PROPOSED SITE PLAN LANDSCAPE BOULDERS wtDnt PROGRESS PRINT COARSE SAND SCALE 1•=20'-O• &PLANTINGS 1!14/!1 E"SEDPERCOMMENT (SW) .--------_.-__-..-_.-..-._-..-..-._-..-..-__-._-..-_ AUGGW=1.65' 4.6' C' IJ 3 2022 WATERIN VVV V PALE BROWN I I FINE TO COARSE I PROJECT No. 21-350-00 SAND I I DATE: 05-08-21 I [SW) Southold Town DRAWN BY: KJS 11.a I CHECKED BY: Board of Trustees SCALE: ASSHOWN i i 'OTE FORCONiRACTOR TRA➢ESAREREQUIRE.TORENEW REFERTOANOBE FAMJ WRTi THEENTIRE DRAWWG SETANOPROJECTMFNUAL ZAC GEPRIORTO BEGINNING ANYW0INANYOISCREPANCIE50UETOAIACKOF CROSSTRADECOOROP'A. WRH THE RE DOCUMENT SET WRL BE PEPAIRED.REPI4GEOOR I HNSTALLED ATTNAT CONTRACTORS SIXE E%PENSE 01 02 0 04 OS 06 07 08 09 10 11 12 1 131 7 7'-2' 74'-Sa" 8'-1 h" 9-1Ij' a' &�' 6'-2` 6' 1" 12'-7 12'-7a" 16-21" I E Qf6 156 N$• 15 2 1 l - - I OA 1 PINE CAP I 1 CONCRETE Frc. R SHATARAH GGNSIII,TING FN'GINELRS.PC HEATER 6500 JERICHO TURNPIKE SUI E IW SYOSSLT NY 11791 o KT TEL•(516)711-4687 U Up POOL UP I EN' PROPEDU .OSED FAX(516)E-PC796 C RUDOLPH 44 DECK N� P P I SHATARAH,P.E. I I 1 P1 WWWRSCE-PC.COY AIM III III ER / t. PILE SACINP RES; CONCRETE FIG. 1 eACK UP GENERATOR \<'ti•A •• GENERATOR " '; L - - - - - - - - - - - - - - J I I 1 -i 53 UPPER LEVEL MASTER lItFANAWAY WOOD WNl-PER I _1 BEDROOM BALCONY 6'DIA FEW TECHNICAL BULLETIN 9, DO SPIRAL STAIR TO GRADE FlWRE 13&TABLE fA POOL DECK 1 ABOKTPIA16 NE AN O6IRIAENT OF IESE 6DMCE AND TIE THE PAOPEAIY OF THE FN9 UIR OEIdLA^DOIT�➢L BE © POOL DECK R' U I WI Fat AW PET.M UNLESS M �--I- \ ABOVE NS AGING I'M DEECIIOM OF A ANY UNE OF BALCONY ABOVE �/ "—SPIRAL STAIR TO MASTER LICENSED 3� THE 5 L OF AN BALCONY ABOVE —I DAIEER II TETD( THE L,AND A OURINE OF BUELTNG F11GIW SI W.TUE HIS SEAL, A �•�F��� 0 SN MUD ABY,IT OF SIKH or OD/_ 1 _ _ _ r -_ _ _ _ _ _ SI OR-@ - - OF IRE WEIUTW 9WL RMO \/ I 1_„v IUDWIW ND A SPFt6C RSO�IDN PRN ICY SCREEN WALL EXIERKIfl SHOM PRIVACY SCREEN WALL ~� O I �/ :o I I ® -- T _ k -o E �� Mt UNE OF FOOi1NC I 3 RR,- O PROPOSED MOCK ROOM ' I— _ PROE �) WOOD FRAYED STAIR UNE OF BALCONY ABOVE ®STORAGROOM (4 LINE OF MASTER BEDROOM ABOVE / PROPOSED m 'F II L I I O ® o m - -a MECHOCIOOS. , IPROMED I N'CONC.SVB M M) ELEVATOR SHAFT W/SELF y OCLOSING HARDWARE. -� rnLL RK M)in O — — — — — — — — — — J S o UP O j BHE oc oH.GARAGE DOOR II O.H.UNE OF CANTILEVER O O 3 m BUILDING ABOVE Z m Z ow O -; LATE OF MASTER BEIM SD F c W WY ABOVE Q I I L I I W o mILI (�Q L — � — F— �r3 0 0 0 o - 1 OrrMUD Q oo — 2 = I I IV OINNG 9AB FIN.FIA.) ow y Z E w -I 1= DOWNSPOUTS BEHIND RAm Z O O x N ¢EYAmN 1$ r SCREEN FROM ABOVE%PE ALL LLJ y f EL+16.68'1 / UP0 J DOINNSPOLDS TO PROPOSED 2 m o n 20 T O STORM DRAINAGE SYSTEM. ;N rte-z Z O Z ( 1 - - - - - - - - - - -- /(t W w000 �J ` D:+T.3 PROJECT: DRAWING i NAME _ — — — — REVISIONS WALL AND DOOR LEGEND: u DATE REVISIONS UNE OF RADNS WNL ABOVE Z.— vISED PER SURVEYOR NEW 8-POURED CONCRETE FOUNDATION WALL-SEE IBI0222 REV6EDPERCOMMHJTS GENERAL NOTES B DRAWINGS FOR ADDITIONAL INFORMATION 18'WIDE(5 PANEL)OVER HEAD GARAGE DOOR WITH OOUBLE-WADE ANODIZED NEW INTERIOR DRYWALL PARTITION(ONE-HOUR FIRE RATED) ALUMINUM(COLOR:WHITE)WITH EQUAL PANEL SPADING&}'INSIMTED �- 2x4 INTERIOR LL A TSON(ONELID -HOURFRE BILKING AT GLASS-SOIM BAN 70XL(GLASS:WHITE VNINATED)ARGON FILLED(Re0.125) INTERMEDIATE WALL HEIGHTS AND ONE LAYER OF 518 TYPE'X YANUF.BY WAYNE DALTON GARAGE DOORS OR EOUN.(NOTE:WE TO WEIGHT SHEETROCK FINISH ON EA.SIDE.THIS IS TO INCLUDE THEOF DOOR-REWIRED FRAME SLE SWILL BE 6'MIN.)TRACK&BRACKETS ENTIRE GARAGE CEILING(1)LAYER OF 518'TYPE'X SHEETROCK FOUNDATION NOTES TO BE HEAVY-OUIY.PROVIDE SIDE MOUNT GARAGE DOOR OPENER,SMART 1. SE E%RSTFLOORPLANFORTYPEANDLIC nCNOFSHEERWALL GARAGE DOOR OPENER W/BACKUP BATTERY-MANUR BY GENIE SIGNATURE NEW INTERIOR DRYWALL PARTITION 3x4 WD.STUDS @ 16• HOLD GOWNS. SERIES-ULTRA D.C.W/12 SHEETROCK FINISH ON BOTH SIDES.SEE PLANS EIENATON� 2. CO NTIiACTORSXALLPREPAREANDINSPECTTHEPOINTOFTHE FOR VARIATION IN WALL THICKNESS. Fl:+11.]6' COWACT AT FOUNDATION SUPPORTING COLUMNS AND GIRDERS NEW 8-CMU BLOCK FOUNDATION WALL mY ISS CRACKS OR OTHER DEFIGENCIES AND ADVISE ENGINEER OF 3. THE BOTTOM SURFACE OF STEPPED FOOTINGS SHALL NOT INTERIOR DOOR EXCEED A SLOPE GREATER THAN ID%AS PER REOUIREMENTS OF ISSUE 403.1.5. 4. BOTTOMOFALLEXTERIOR FOOTINGSSHALLBEPLACEDATLEAST M DATE COMMENT INTERIOR POCKET DOOR 17 BELOWTHE UNDISTURBED GROUND SURFACE AS PER 4—A. S13Oard L/ 6I1Orz1 PROGRESS PRINT SOICM COMBINATION SMOKE&CARBON S. CONTRACTOR SHALL VERIFY THE DEPTH AT UNEXCAVATED AREAS COMMENTS 1114M REVISED PER AND ANY FOUNDATION AND FOOTING SUPPORTING ANY NEW MONOXIDE DETECTOR STRUCTURE AND VERIFY IF THE THICKNESS AS SPECIFIED AND DEPTH OF FOOTING IS AT THE REOUIRED OEPFH(MIN.S BELOW _ INDICATE6LLBEFAN FASTENED TOGETHER GETHEGABOVE-ALL GRADE)ENGINEER RE ADT SHAPEDFOOTINGB.NOTIFY THE OWNER 3 2022 POS INDICATES LOCA ION OF POST LOADING WBO DIA mO GRADE)WITH SF`F CONDITIONS.SHAPE LAG BOLTS@ 24'0.C- 6. WHERE A SLAB ON GRADE IS SUPPORTED ION BACKFILL.THE FULL SHALL BE COMPACTED IN LAYERS NOT EXCEEDING B'TO AT LEAST 95%OF MAXIMUM DRY DENSITY PER ASTMD-155TB FILL MATERIAL _ - SHALLBELIMREDTOWELLGRADED SAMDORSANDANOGRAVEI MIMURE WIRY LESS THAN 10-15%FINES PASSING THE NUMBER PROJECT No. 21-350-00 200 STAVE AND A MAXIMUM GRAVEL SIZE OF 3' DATE: 05-OB-21 T. PROVIDE PERIMETER RIDGED INSULATION FOR AIL FOUNDATION Town DRAWN BY: KJS (EXCEPT GARAGE)-SEE DETAIL B. PROVIDE I(4•THK EXPANSION JOINT-PRE-MOULDED FlLLERWI rustees CHECKED BY: JOINT SEALANT WHERE SLAB MEETS THE FOUNDATION WALT. _ SCALE: AS SHOWN PROPOSED PILE FOUNDATION PLAN 9. ALL NEW CONCRETE FOOTINGS TO BE POURED CONCRETE WITH A MINIMUM OF 3500 PSI.FOOTINGS TO BE CONSTRUCTED ON NOTE FOR CONTRACTOR: ,1 ///77) SCALE ��4A �,_DA UNDISTURBEDVIRGINSOILYATHAMINIMUMOF3'J7-BELOWTHE ALLTRADES—REONREDTO REVK:.—ER TDANDBEFPMIUAI1—THEEHTIREDRAWI-IAN—EGTMNNUAL /\ it—O AVERAGE GRADE. PACKAGE PRIDE TO BEGINNING ANY WORK ANYDISCREPANCIES DUE TO A LACK OF MO -TRPDE CODRDINATION WRH THE /f-Y\J ENTIRE DOCUMENTSET WILL BE REPAIRED•REPLACED ORRE-INSTALLED ATTHAT CONTRACTORS SOLE EXPENSE WALL AND DOOR LEGEND: FIRST FLOOR PLAN NOTES: BATHROOM FINISH NOTES: 1, TYPICAL NEW SHEARWALL CORNER HOLDOWNS SHALL BE BY NEW INTERIOR DRYWALL PARTITION 2aa Wp.STUDS® SIMPSON STRONG-TIE NO.HDU4 PATH AN ALLOWANCE LOAD- 1. IN BATHROOMS USE 7/16-THK CEMENTED.ON WALLSADIACENT TO IWO.C.W/112 SHEETRCCK FINISH ON BOTH SIDES. 7,870 LBS IEA.(OR EQUAL).SEE 10011-1 FOR LOCATION OF SHOWERS AND TUBS 612-THK.MOISTURE RESISTANT GYP.DO.ON SEE PLANS FOR VARIATION IN WALL THICKNESS. HOLDOWNS. REMAINDER OF WALLS 6 CLG. g 2� SHEARWALLLOCATION 2 PROVIDE CONTINUOUS WOOD HEADER ACROSS OPENINGS TO ® ® • SHEAR WALL AT OPENINGS WITHIN 3•A• LAIN OF WALL SEE FILMS WINDOW NOTES: _ NEW W POURED CONCRETE FOUNDATION WALL SEE GENER WINDOW/DOOR SCHEDULES FOR HEADER SITE S LOCATIONS. NOTES B DRAWINGS FOR ADDITIONAL INFORMATION 1. ALLGLAZINGINSTALLEDINHAZARDOUSLOCATIONSASOEFlNEDIN NEW INTERIOR DRYWALL PARTITION(ONE-HOUR FIRE 1 TYPICAL STEEL COLUMNS(IF REOUIRED)SHALLBE AS SPECIFIED SECT.R308A OF NY STATE BLDG.CODE SHALLBE IN COMPLNNCE W/ IN GENERAL NOTES STEEL NOTES.VERIFY EXACT LOCATION S ECTION R308 GLAZING. RATED)U4M.STUDS®16'O.C.W/2'SOLID ON HEIGHT OF COLUMN IN THE FIELD.SEE FOUNDATION PLAN FOR I Bl1ONG AT 18TYPE YPE SEWALLNEFINIS AND ONE ALL FOOTING SAES. WINDOWS TO BE HIGH PERFORMANCE LOW{TYPE,NF RC CERTIFIED LAYER OF 510 TYPE'X SHEETROCK FINISH ON EA SIDE WITH'V FACTOR VALUE OF.35 OR LESS.SKYLIGHTS TO BE HIGH NEWEXTERIORWALL 4. PROVIDE FULL DEPTH SOLID WD,BLOCKING UNDER ALL WOOD PERFORMANCE LOW-E TYPE.NFRC CERTIFIED WITH U'FACTOR OF A5 RSHATARAH MWD.STUDQI6'O.C.W/21N THICKSOUDWD.BLKAT POSTS ENSURING TRANSFER OF LOADS TO FOUNDATION B OR LESS. CONSORTING ENGWFFAS,P.0 INTERMEDIATE WALL HEIGHT(AS PER SHEAR WALL DETAIL), FOOTINGS. 6500 JE1ICHO TURNPIKE R-1S BATT,INSULATION 812 DRYWALL FINISH ON INTERIOR 2. ALL GLAZING AND ASSEMBLIES SHALL COMPLY WITH SECTION RT08 9JRE 1W STDE PRONDE W4 IN.PLYWO SHEATHING,IYVEKBURDING 5. DOUBLE WOOD JOIST UNDERALL PARALLEL PARTITIONS B UNDER OF THE RESIDENTIAL BUILDING CODE OF NEW YORK STATE SYOSSET,NY11791 EIW WRAPA WALL FINISH.SEE MATERIAL SPE CS. BATHTUBS.SEE GENERAL NOTES FOR ADDITIONAL FRAMING PROVIDEBA MGLALNGINTHEFOLLOVONGAREAS(PARTIALUST. REQUIREMENTS. SEE CODE FOR ADDITIONAL LOCATIONSY.WITHIN BATHTUBS.STEAMROOMS,SHOWERS,AND FAX-__ __ TEL(516)731-4687 INTERIOR DOOR GLAZING (516)796-2744 6. PROVIDE SUFFICIENT SHORING OF NEW WAU.58FLOORS OR ALL UNITS LESS THEN IO'AF.F. RUDOLPH®RSCE-PC.COM BEFOREENLARGEMENT OF EXISTING OPENINGS ANDIOR WALL RUOOLPH S SHATARAH,P.E. REMOVALS.DO NOT MOVE SHORING FURTHER FROM THE FLOOR 4, NEWN NEW HWLOCA6INDICATED SHBE0GlTED WIJHOWNONGBTUDS WWWRSCE-PC.COM g—INTERIOR POCI DOOR REMOVAL THAN ACTUAL HEIGHT(OEM)OF THE FL00RJOIST. ANDDRANEGS.ADERASLL INDOINWS LOCONSIDESHONOAGEMENT SD/CM 7. CONTRACTORSHALL FURNISH 6 INSTALLSIO'FIRE RATED GYPSUM WINDOWS,CUSTOM SIZEO TO FIT WITHIN EXISTING OPENINGS. COMBINATION SMOKEB CARBON -!•„r,1)I;;.y,'�, U MONOXIDE DETECTOR BOARD ON EACH SIDE OF x a 6 STUDS(UA_DESIGN N U309)AT ALL WALLSAND CEILINGS SEPARATING HOUSE FROM REMAINING INDICATES LOCATION OF POST LOADING ABOVE ALL HOUSE WHERE APPLICABLE •'N,�. E `• ; POSTS SHALL BE FASTENED TOGETHER W/N.,DIA. LAG BOLTS @ 24'O.C. �£ PROPOSED EXTERIOR GRILL STATION �''�'i%• SWIMMING POOL 36'COUNTER HEIGHT EAR CLAWED / FI-06-1 TO MATCH flE51DENCE a BLUESTONE COUNTERTOP W/5 BURNER BUILT IN PROPANE GAS GRILL 116'-7 u 1 ,3• Sa” THESE RAYS ANE Ax—RAW OF SFR=NO/AE THE PiRAIM OF TIE INW,EE 1.FrTBIaTEIIT WILL SE o Pm¢mim. 23' 11 21,-0" 38'-2" 16 3" IT IS A WOMTNW OF SPIWN M.2 OF THE HELI=STATE FDUOBpN 2H 2FF 1X 1W 1V 1U PR0 0 ANE A m®ER DIRECTOR OF A EXTEEOR DECK W FUR ANY PFIWY.Ua1s BET UPPER LEVEL NASTIER '_101' 3•-l01" 3' 1�" '- OI• _ _ _ _ _ _105 ATERw DNmEDi� BEDROOM BALCONY 6'DA 2'-9• 4'-9' 4'-9' 4'-9• 6'-11' 2 2 4'-9" 4'-9" FRDPDTA L HANDRAIL SPIRAL STAR TO G RADE. - ME STAN tr HWaWL (DECI@NC RN.RUL) OA9®TWE DIAGTFS!ALINE BFY BTIIWIC THE SOL W W GOWN TO GRADE of BNNNY ODx(ABODE. ENGINEER R NIFTED.THE L NO A F1NGMpR Stall/f FR HIS EFA),ED A AS SG'REEFED BT•,RIILOYFD BY 1•E S®WIAE.tlm DAfE R RIW - AUFRma1 AND A SPDYO LFSO�DaN 0 I 011E I1IFTUOWI SHV),ff NORO. -� 16'-37' Y•-t02 16'-10" )•-IC'I 5'-6' 1L 1K 1J 11 10'-4" _ 1Y 'I-10j 3 tOj" 4. g.. 3. 10" '-IDj'2•_0" 1; `,•.. PRIVACY SCREEN WALL CIH PROPOSED NASTIER BALCONY ® , a SH w/�Ta RavAcr saEVN wE (DEaIw FTN.FIR.) -I vJ CIG021.2(!) PROPOSED m M.) / WNL 5(16'A7D(SETING o(iWI.T sr.) MASTER BE —ED ROONSD/�{I B0.(HadLXEVEITY OTTER �J �Y _ xOl FAMILY ROOM Q FA51 ToWo. `j (WDOO AN.RR) 1V2 INR (a,a21.&i) (NOLO AN.FLR) p _ LPR ED 21•_5^ BEDROOM j O (WOOD FIN.FUR.) HANDRAIL( R / Im ❑ / Ij / / 3'-6•VIDE OmN SEAR SC a h TO GRADE N r� Z Wm Q PROPOSE / Z n MNG ROON P29-� 3•_�� ❑ 4 0. I I IF9.FLIT /. O / / WOOD FRAMED STAIR W y / 11.. ) 00 /' ,_5.. ® ^--5' I 1•-3" 4'-O•W.ANL FATE w/SETF ¢o p :I / CLOSING HARDWARE. LU f y a p DNpTR&F V Q m h ISL 6•_2.. SD �� / BATH 1 - Z O O a oa W x a PROPOSE I PROPOSED RNOPOSED / (ELEVATOR) (TINE FlN.RA) y Z j�, W zm °D a� Fvrm - - w m o o x N F--1 F-,.,-] (HOOD FTN.FIR.) (EU 21.05) (WOOD Fol E1Rj 2•_0•• Q¢O Lyi_~ p W O=O Q (LL♦IB.7S) SD/�M ON ?> F 2 Z p — — UP IPROPOSEDN 1F LUN=3= cv_ Z m TA () I //////� //�/ ' 0 �� siox� PROJECT: DrvAMEG `z' 2. 0.. 4._Q I .-1" ,_10 / A / FIN.FIR.) 2 2 2'-0" - Cl REVISIONS 22-11 1C PROPOSE f� 1E 3'-6" 9'-4 4' " 9,_4,, 4'-0" 71 DATE REVISIONS POWDER BATH F-1� UP > 28112 Sm PER SURVEYO 111 LJ�,a Fl£'AliON PROPOSED PARRY BN1lQ PEVlSFDPERCQ�44EM5 (ilE A.RA) Q7 110 EL♦1668 (WOOD AN.FIR) OPEN ro BELOW 10 "- I" �' ASTENm AUX VFRIAZEK MIND�N'J(LHNMORSM]aIIN1GLLr OVER W.ERPRODA,,G IXMOWIE PELA WIEaoDx a DOO1S.AUIIMMM aAD.mLOR wxIRE ISSUE DATE COMMENT 611021 PROGRESSPRINT �AIpJ� D E C E � ,� � t/ta22 VIBEO PER COMAE - AUG - 3 2022 PROJECT NO. 21-350-00 DATE: 05-08-21 DRAWN BY: KJS CHECKED BY: PROPOSE® FIRST FLOOR CONSTRUCTION PLAN SCALE: ASSHOWN SCALE 1/4'_I'-ON Southold Town Board Of Trustees NOTE FOR CONTRACTOR: ,T ALLTRAOESIOR OBEGIEOTD REVIEW.REFERTD AND BE CIESDU WI AH CKNTIREDRAWING SETAND NR ONTMANCAL /\ ENTIRE DOCUMENT BEGINNING AY WOWE—D.ANY015CREPFE-INDUETD ALACK_C),ROSCTORS SOLDFlDINATE+WITH TIE ENTIRE DOCUMENT BET WILL BE REPNREO,RFPlACEO OR RE-INSTALLED AT-_CONTRACTORS SOLE EXPENSE WALL AND DOOR LEGEND: SECOND FLOOR&ATTIC LEVEL PLAN NOTES: BATHROOM FINISH NOTES: 1. TYPICANSTRONGATIEN HOLCOMBIN USE LIGHT&VENTILATION SCHEDULE NEW'O.C.INTERIOR DRETRO PARTIKC BOTH STUDS® SIMPSON STRONGEQUA-I-HDU4LOO AN ALS FORL LOCATION OF 1. SHOWIEROOMS TUBS&01V THK.MOISTURE ON WALLS ADJACENT TO SEE PLANSF RVARIA ION IN WALL THICKNESS. 7,870 LBS AA(OR EpUALI.SEE FLOOR PLANS FOR LOCATION OF SHOWNDERRS OF WALLS 92•THK.MOISTURE RESISTANT GYP.BD.ON SEE PLANS FOR VARIATION IN wALL TNICKNsss. HOLDOWNs. REMAINDER OF wALLsacLc. COMPLIANCE AS PER SECTION R303.1 OF THE BUILDING CODE OF N.Y.STATE 2. PROVIDE SHEARWALLACONTINUOUSENINGS DHEApER ACROSSWAU-SENINGSTO WINDOW NOTES: MIN.REQUIRED ACTUAL 1 2� SHEAR WALL LOCATION SHEAR WALL AT OPENINGS WITHIN 3'-0.OF WALL,SEE PLAN58 NEW B'POURED CONCRETE FOUNDATION WALL WINDOW/DOOR SCHEDULES FOR HEADER SUE B LOCATIONS. 1 ALL GLAZING INSTALL ED IN HAZARDOUS LOCATIONS AS DEFINED IN HABITABLE ROOMS ROOM AREA LIGHT 8% VENT(4%) LIGHT VENT REMARKS IF SEE GENERAL NOTES B DRAWINGS FOR ADDITIONAL 3. TYPICAL IN ERALNOTES ST E(NOTES VED-E-SEAS SPECIFIED SECT.NR30 G STATE BLDG.CODE SHALL REIN COMPLIANCE W/ INFORMATION HEIGHT OF COLUMN BTEELNOTES.VERIFVE%ATION PLANFO sEcrloN Race GLAZING. MASTER BEDROOM 3�SF ,26.5 SF 13.3 SF 169.2 SF 56.4 SF CONFORMS HLL FO TI COLUMN IN THE FIELD.SEE FOUNDATION PLAN FOR ALL FOOTINGSUES. 2 WINDCWS TORE HIGH VALUEPERFORMANCE LOW£TYPE,IGHTS NF RC CERTIFIED NEW INTERIOR DRYWALL PARTITION(ONE-HOUR FIRE WITH'U FACTOR VALUE OF.35 OR LESS.SKYLIGHTS TO BE HIGH RATED)U4WD.STUDS®16 D.C.W/YSOLID WO. 4, PROVIDE FULL DEPTH SOLIDWC.BLOCKING UNDER ALL WOOD PERFORMANCE LOW-ETYPE,NFRCCERTIIEDWITH L'FACTOR OF PROP.BEDROOM#1 112.3 SF 6.25E 75.8 SF 15.8 SF CONFORMS RSHATARAH BLIUNG AT INTERMEDIATE WALL HEIGHTS AND ONE POSTS ENSURING TRANSFER OF LOADS TO FOUNDATION B ASORLESB CONSULTINGEN'GNFJRS,PC LAYER OF SIS TYPE'R SHEETROCK FINISH ON EA.SIDE FOOTINGS. PROP.BEDROOM#2 230.4 SF 18.4 SF 9.2 SF 112.8 SF 15.8 SF CONFORMS 3. OF THE L RESIDENTIAL AB BUILDING CODE OF YWITHORK SECTION R300 6500 JFIUCHO TURNPIKE NEW C.STUD WALL S. DOUBLE BB.SEE GENERST AL NOTES FORAELPARTITI FRANNG DER OF VIDESAFETYGBUILDNG THE FOLLOWING LNG AREASTATE. BUZZED 191 AT INT.VE LATE WALL.SIGH THICK(ASPS SHEAR AL BATHTUBS.BEE GENERAL NOTES FORADOITIDNAL FRAMING SEE CODE FOR YGVSINAL LOCAFOLLOWING AREAS(PARTIAL LIST, PROP.GUEST 230.4 SF 18.4 SF 9.25E 163.2 SF 30.6 SF CONFORMS 110-T,NY 11791 AT INTERMEDIATE WALLHEIGHi(AS PER SHEAR WALL REQUIREMENTS. SEE CODE FOR ADDITIONAL LOCATIONS); TEL-(516)731-4687 DETAILI.R-19 SATT.INSULATION 81/2 DRYWALL FINISH • G-ING WITHIN BATHTUBS.STEAMROOMS,SHOWERS,AND ON INTERIOR SIDE.PROVIDE W4 IN.PLYWD SHEATHING, 6. PROVIDE SUFFICIENT SHORING OF NEW WALLS&FLOORS OR ALL UNITS LESS THEN 18'AF.F. FAX(516)796-2744 TYVEK BUILDING WRAP B STUCCO WALL FINISH.SEE BEFORE ENLARGEMENT OF EXISTING OPENINGS ANDIOR WALL RPHS.UDOLF HATAAH.P.M MATERIAL SPECS. REMOVALS.OD NOT MOVE SHORING FURTHER FROM THE FLOOR 4. NEW WINDOW LOCATIONS SHALL BE FRAMED W/JACK B KING STUDS RUOOLPHS 6HATARAH,P.E REMOVAL THAN ACTUAL HEIGHT(DEPTH)OF THE FLOOR JOIST. ANDNEWHEADERASINDICATEDINLOCATIONSSHOWNON VTVAY.RSCE-PCXCM DRAWINGS.ALL OTHER WINDOWS ARE IN EMS ERGO REPLACEMENT 7. CONniANT CHALLFORNlSH81NSTALLSIO•FIRS RATED GYPSUM WINDOWS.CUSTOM SIZED TO FR WITHIN E%ISTING OPENINGS. INTERIOR DOOR BOARDAN CEILINGS SEPARATING (USE FROM REMAINING ALL )�� WALLS AND CEILINGS SEPARATING HOUSE FROM REMAINING HOUSE WHERE APPLICABLE. INTERIOR POCKET DOOR - - SDICM COM BINATIONSMOKE&CARBON U MONOXIDE DETECTOR INDICATES LOCATION OF POST LOADING ABOVE.ALL ❑ POSTS SHALL BE FASTENED TOGETHERWIN.DIA. LAG BOLTS 0 24.O.C. 6 L. 21'-0" 17'-12p. 21-02 76. 3" 5' 6" 1' .. IIRg RAld)NE TK R5IRIOEHT OF 2Z 2X 2W 2V OF 2U 2S 2R 20 2P 20 2M 2L 2K O sEINxE moPERTr TK E11m8IIt wlBxtMD1T mL . PRmEOIim. 107' 3 102" q' g" 4' y" 3'-102.. ._102 2._19. 4,-19" q' 9' 4'-19" 2,_t9. 2,-7" 4'-9" 3'-9" 4-4' 3'-4' 2' 1j"'-10}' 3-102 4' g^ 3'-102" 10'2'7'_0" R IS A MNAnw OF SECIIRI T2m.2 OF TIE XW YttIX STATE THEY UJI ACT G P DI IM01 FFEA ARE ACRO 1i161i N.ENGK OF A AU TRA PROF II ANY FTIGfBFR TO /ll FA/H/IIFL N NfY W. FANY . m BFA� THE ffU NI Elite B A11E18D. THE ADF]ffiIG - FIRYMDi 9Vi1 NTS!105 SEAL Aldl A o -G 21,-1 a., S �NCB- -1 -r AUBLRE AU'�ON SHILL BEW e. B A L C O N Y � v � flE N0� � (T3DS SF �ON/�eOVE I ,'a - - - - - - - - - Z' a❑ ffe- -7 W 21 BEDROPROPOM PPMRCI'SCIEEN R SHADE MNL y.a•AZFx SdT1G OPEN TO BELOW Oma1 2-0 RR.) ZH -(No14z)( 'aTTaR BO.1YP.)MECNATIIGLLY PROPOSED PROPO6D) - 2000 PIING. p� BEO OOM/1(MOOD Fit FIN.) 13'- AREA OF MASTER Y v BEDROOM. SEE A3-1 50/j2J Q FOR LAYOUT - V > Z ROOF AfLL4: �D LADDER MOUNTED TO�E WALL TO _ m ACC65 R0�HATCH ABOVE Q 5D�'"T 1© ❑ ❑ /. 19'-32' 2-3" 15' 7" m le © - 00 W y L- -J o / LU N o Q�oN ON 1 -� 4'-0" I.. 7. 75.,.N7'- 8 75.,.N J 4,_7},. _ Z O O E - ElF/AT 80R LLI W Z 2 Q &(Fl: " 1 NI Wm 95) 3P1 15,_7• 4'-1i 12-1 =do.-, T PROPMO 4' 0" O (ZScr W RIVER woo1Fw.Rx) 3'-0" 14._10., -'' © 13'-0 9'-51b„ 50(� ON 2G N r z z o LU m 000 - PROPOSED PR - Z�m h U D- I - "1° 177 HALL toe - PROJECT: OIuwINc z .. 2•-0" 4'-C)" 14' 1" •-10 (KO F211I F1A.) (11000'FlN.FIR.) NAME o 2A 2B 2D 2C PRO BAR, X 1111Q 2F REVISIONS zlo (LAUNDRY) LoE #DATE REVISIONS 0' 9" 10 N.FUt) / RWM ]20IZ2 VISEO FERSURVEYO FI-12 8102/Z3 REVGEQPEPtccM iENTs RN.RR) 2E �1PROPOSED SECOND FLOOR CONSTRUCTION PLAN ISCALE 1/4'=1'-O' FFASTDIED Too AVX AZEK SIDING M.HNNI01�2E4'O.C. r DVFA NARW'fl00fi1C IffI1BJt1E PFLIA%KDOK!DOOM IEINNUM CLAD.COLIXt MMTE ISSUE DATE COMMENT ff11 611021 PROGRESS PRINT ® � ■`ice �7 � {>)/] E 1/14Y12 REVISED PER COMMENT 1'''vii '1 LLI`r•, U AUG - 3 2022 PROJECT No. 21-350-00 DATE: 05-08-21 DRAWN BY: KJS CHECKED BY: Southoid Town NOTE SCALE: AS SHOWN Board of Trustees AULTHAROONT QUT PACKAGE PRIOR OBEGIEDTO REVIEW.RE FERTOANOBEFIIES DUE ITA LACK OIREORAWN ECOCO NATUN WITH THF /,(\ '//7 ENTIRE DOCUMENT TBEGINNING REPAREIL ANY-ACEDO RE4SDUETOA THAT CROSS-TRADE COORDINATION YiITFiTHE f--'T -L ENTIRE OONMENT 9ET WILL BE REPNREO,REPLACED OR RE4NSTALLEO ATTHAT COMRALTORS SOLE EXPENSE. ROOF LEGEND: X AINLE35 STL VIBRATION ISOLATOR TO SI STRUCTURAL COORDINATE FINALROOF EQUIPMENT ANGLE.BOLTED TO GOND.UNR.TYP. PENINGTOBESEALEDWI PRE-ENGINE FULLY ADHERED SINGLE PLY EPDM STANOOIMS,MEMBERMAX.WT=650N FIRE RESISTANTSILICONE ALLUMINUM ROOFTOP ROOFINGMEMBRANESYSTEMOVER3/4' SIZES WITH UNITUM.BEAM SEALANT FOAM EQUIPMENT ST/WD BUILDING CODE-MECHANICAL: PLYWOOD SHEATHING MANUFACTURER3QUAETUBING I.SX1.V6061-T6ALUM.UM.OR COPPER COPING CAP,FLASHING SYSTEM,PROVIDE W WIND RESISTANCE. RESISTVC!RUBBER 3EPERATION ON BIRD SCREEN 6X FRIGERANi LJNE3 FROM MECHANICAL EQUIPMENT,APPLIANCES ANO SUPPORTS THATAEDISSIMILAR METALS,TYP,ALL SHEEi3,TYP. GOOSENECKFORCHASE CONDENSING UNR3 WOOD OR MASONRY E%POSEDTOWINO SHALL BE DESIGNED AND INSTALLEDTO RESIST VENTILATION PLINTHSW/CANTSTRIP, THE WINDPRESSURESDETERMINEDINACCORDANCEWRHTHE KEYNOTE: L6o'xa14•ALUT OUBLE CRIPPLE WALL CURB W/2X4 STUDS®tY O.C.,CURB B'W. VERs,FLASHING,COPING BUILDING CODE,BUILDING.PERIMETER CAP AND COUNTERFLASHING W/5'X5•X}'ALUE CLAD WiS'PLYWD.,PROVIDE FULL HT.BLOCKING UNDER STAND EFRIGERANTSUPPORT TOP,SEE STRUCTURALPLATE(4 PE ) FOOT LAG BOLTS.TYP. 20 GA SHEET METAL OWLS,FOR ADDITIONAL EXCEPTION:EXPOSED MECHANICAL EQUIPMENT OR APPLIANCES DOWNSPOUT LOCATION ) LAG BOLTPOS 6.OIAN.LAG SCREWSXS•LONG@VD.C.,TYP. (SIZE AS REQUIRED) ANCHORS,BRACING, FASTENEDTOAROOFINCOMPUMCE WITH CODE USING RATEDn(`TTnmAn ALTWITHNUTASHER FASTENING,TYPICAL STANDS,PLATFORMS,CURBS,SLABS,WALLS,OR OTHERMEANSAE Ll1\A1iNOTE: DEEMED TO COMPLY WITH WIND ESISTANCE REQUIREMENTS OF 2020 46CRICI(ET SIMPSONlU526 HA1. ALL FASTENERS EXPOSED TO WEATHER TO BE STAINLESS BUILDING CODE,AS AMENDED.FURTHER SUPPORT OR ENCLOSURE OF 6500 JERICHO TURNPISTEEL SUCH MECKEQUIP.OR APPLIANCES IS NOT REQUIRED BY STATE OR SUIIW© THRU FLASHING EACH END2 PROVIDE UVRESISTANTPOLYMERMDPFJCPVCRUBBER LOCAL OFFICVLL HAVING AUTHORITY TO ENFORCE BUILDING CODE. SYOSSET,NY 11791 WOOD TRUSS,COOSEPERATION OF DISSIMILAR METALS,TYP. PRO VIDE SEALANTNp_ TEL:(516)7}1-4687 PERIMETER MTI-ROOF DRIP EDGE 3. VERIFY GAUGERHICKNESS,SIZE OF ALL EQUIPMENT OOT DECK EACH CONNECTION.TYPICAL VIBRATION ISOLATION. FAX:(516)796-2744 TRUSS LOCATION WIB. STAND COMPONENTS,MEMBERS W/MANUFACTURER WHERE VIBRATION ISOLATION OFEGUIPMENTBAPPUMCESIS RUDOLPHWLSCE-PC.COM EPOMROORNGMEMBRANESYSTEM-MANUFACTUREOBY 4, MECH.EQUIPMENT SHALL BE MIN.16•CLEAR OF FINAL FIN. EMPLOYEO,ANAPPROVEDMEANSOFSUPPLEMENTALRESTRAINT RUDOLPH S SHATARAH,P.EGEMFLE%•(0.06 THICK)OR APPROVED EQUAL WOOTRUSS.COOROOF SURFACE EE ENLARGEDDETAILTHIS SHALL BE USED TO ACCOMPLISH THE SUPPORT d ESTRAINT. WWWRSCS-PC.COM AOHEAED WITH BOND OVERAP SEAMS AS EGUIRED BY MAI TRUSS LOCATION WITB. 6 BLOCKING Q B'O.0 3EET NOTE:SEE STRUCTURAL DWGS.FOR ATTATCHMENT (D COPPERFLASHING SHALLNOTBEINDIRECTCONTACTWITH BELOW PUNTH PERIMETER OF PLINTHS TO ROOF DECK TYP. —SIMILAR METALS.ALL FASTENERS TO BE COPPER CAP 6 TYP. EDGE FLASHIGN TO BE 4•MIN. O ROOOOFJJUNCTITIONSAaDWHE ETYPICALLYREQUIREDCHIMNEY AND 2 ROOFTOP EQUIP. CONNECTION PIPING THRU ROOF DECK DETAIL 4 CU MOUNTING DETAIL Q PERIMETER COPPER APRON FLASHING SCALE N.T.S. SCALE N.T.S. SCALE N.T.S. DOE RNS NE AN PSIRUIEIIT 0, LINE OF BACONYSONDETNRAIIL NFI@K�MU.BE RAILING BELOW Ri0.gWIB1. IT B A Nq M W SECON 7M2 OF RIE NEW—STATE DXXAOQI W FIR ANT RDSDI,UKM IIEY ARE ACRNG I111001 01ECILM W A UGD®RIDFEIDQYL BI@UR N FM O RD. LRH a RE SEAL DF AN DOW 5 RIO®, THE AIDENO BMW SHA1 MIX HIS STA AND A NOTAm•ALTERED Err,RILORD BY "S 9RWUE AOI OAIE W SJ01 kEUIION Ail A FEl4C DESCI®INM OF I E AIJE)U I1N SIAL ff NODR. ORD. j �T ORD. 4� CHIMNEY CHIMNEY MECNAI EOUIPMBNT SEE CHIMNEY DETAIL SHL XX SEE CHIMNEY DETAIL SIT.XX SCREEN WILL ROOF MECHANICAL EQUIPMENT W/ROOF OUNAGE ROOF ACCESS LADDER MOI TD EITERIOR WA- L]L.F Z HA1OH ACCESSED W o Z O INSIDE CLOSET p U RD. W CA 0RD. ROOF ORANS RPEO TO W y o O DOAWSPOUIS SE}0N0 RAN UJ O n F O SCREEN.PPW TD PROPOSED STORM DRAINAGE SYSTEM.TYP. LZ O¢ O p F. 0 G>:_ NZ I, LU WzdTOx N 20xo> LU- O Z m y°o PROJECT: DRAWING z NAME REVISIONS N DATE REVISIONS ISSUE w DATE COMMENT ® 'rI(v�_] 6/10121 PROGRESS PRINT 1/14M REVISED PER COMMENT AUG - 3 2022 _ PROJECT No. 21-350-00 ( DATE: 0508-21 PROPOSED ROOF PLAN DRAWNCHECKED BY:BY: KJS 1 Southold Town I SCALE 1/4"=VI _ Roard of Trustees SCALE: AS SHOWN ""--- NOTE FOR wNrRAcroR A /J /J PLLTP PROR OB-NTDEYIN RK ERTOAND CIESDUETOAT ENREOSAW ECA PROJEOTMANUAL /\ {�_{� PACKAGE PRIOR TO BEGWA'ING PAY WORK ANY DISFJIEPANCIE90UE TO MACK OF CROSSTRPLE COORDWADON NIM THE ENTIRE DOCUMENT SET WILL BE REPAIRED.REPLACED OR itE4N3TP11EDAT TIWTCQNTRACTORS SOLE EXPENSE WALL AND DOOR LEGEND: NEW INTERIOR DRYWALL PARTITION 2.4 WD.STUDS® g•_4' 16.O.C.W/12 SHEETROCK FINISH ON BOTH SIDES. SEE PLANS FOR VARIATION IN WALL THICKNESS. SHEAR WALL LOCATION 15 14 NEW W POURED CONCRETE FOUNDATION WALL SEE GENERAL 3'-41•• F NOTES 6 DRAWINGS FOR ADDITIONAL INFORMATION 6'-O" 2 - � NEW INTERIOR DRYWALL PARTTIION(ONE-HOUR FIRE FUTTS, PILES-IZ• ON RATED)WWD.STUDS@16`O.C.W/TSOIJDWO. �;� jREATED" "0"' IAYER A SN INTYPE ERMEDIATE EV-L N IGHTSFINISH ONDONEEA SIDE - �. - - - (IV 1 y d IObIk WEER NEWEXTERIORWALL I �/ R SHATARAH 2a6 WD.STUD III 18.O.C.W121N THICK SOLID M.BLK AT UNE OF OPEN AN GAZEBO E OF ROOF ABOVE co,SN.iING ENGINEERS.P.O INTERMEDIATE WALL HEIGHT(AS PER SHEAR WALL DE7AI" EDSRNO NATIIWl OEIX•� I I— 65SM JBHDHO TURNPIKE R-19 BATT.INSULATION 612 DRYWALL FWISX ONINTERIOR IRQ61LYigD Qt,10E. I PROPOSED PROVIDE NEW 76•M. SUITE IW SIDE.PROVIDE 3N IN.PLYYJD SHEATHING.TYVEK BUILDINGCOW.HANDRAIL IN 1791 WRAPB WALL FINISH.SEE MATERIAL SPECS. PROPOSED COYP091E OPEN NR GAZEBO ACCORDANCE WITH tRCNYS L:(516 T. NY 4687 PROPOSED ^ t12 70.:(516)731-4687 INTERIOR DOOR SIARS THE F UP TO NATURAL 1 GAZEBO 1 - •I 1 ( D Fix M) I R311.7.8 8 R301.5. FAX:(516)796-2744 UNO6NE�D GRADE. RUOOIPH�RSCE-PC.COY g VKTERIOR POCI(ET DOOR (I TOA SF.) (D.:+1188) RUDOLPH S SHATARAH,P.E. UP I UP (FROP.127.9 SFJ WWWRSCE-PC.COM PAOWIOE OVGONAL PROPOSED COIROgIE SDICM COMBINATION SMOKE S CARBON ERACNC SEE SECTION DECKING.COLOR:T.B.D.TO ,... MONOXIDE DETECTOR UNE OF OPEN AIR GAZEBO 0I ABOVE 2-6f" /,'.::�'•<. ?fie INDICATES LOCATION OF POST LOADING ABOVE.ALL O ❑ POST SSHALLBEFASTENEOTOGETHERW/'.'e DIA - M LAG BOLTS 0 28`O.C. r ,%9 SCE GA RAN&F ON OVCOSE GAZED]STgUCE D V L• PROPOSED WYPOSIE 5'-Q• SAIR AL HANDFAILoOAN TO NANPIL UNDISTURBED GRADE. OF DEY RN6 ARE NI P61IP11EM I m SFAIICE NO TIE TIE R+ONRir O' IK DKIIEDL NmIT IYEL ff PROSEOUTEDIED. rO.,. 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LU UA OL PROPSIRST FLOOR 6'-Q}" 6'-2 6'-22" U a m w O EL +0'-0'(+16.75) Lzil s s o I%10 AZEK FASCIA BOAAD — -- __ __ UI Z E-2 w HIE CAP GIF✓ODRS(z)3zi2 7RFAID - �— A ; ED x p O x N TIMBERS TKUR BOLTED TO TOP OF 2 p LL Ea- O NOTCHED PALE(2)3'GALVANIZED 0 2 0 Y OL BOLTS&HARDWARE(TYPJ m Z Fm-Z Z O LU m'C o o D! J%B DIAGONAL BRACES TO BE TIDIU Z-m H-U D- I BOLTED TO PILES W/(•HOT DPPFD GALE.BUTTFN HEAD BOLTS(IYPJ PROJECT: DRAWING 2: NAME PROPOSED OPEN AIR GAZEBO FOUNDATION — PROPOSED OPEN AIR GAZEBO DECK LEVEL REVISIONS FOUNDATION BLEs-12'Burrs• SCALE 1/4°=1'-0' SCALE 1/4°=1'-0° Y(DATE1 REVISIONS SOFT.SYP.2.5 PCF CG TREATED TYP. U.O.N. 2822 LASED BIOZ22 REVLSEDPER COANIBfRS EX GRADE ETEY. UNDISTURBED EX 1113'-3" GRADE PROBE EL-+8.0' EX GRADE:EV IX.GRME ETEV. EL=+7.0' UNDISTURBED IX. GRADE PROFILE I IISSUE IL-�I IX'GRACE�' TIE ONE ALONG APPROI(1MATE DATE COMMENT 0. +3.0' HIGH WATER MARK AS LOCATED 811021 PROGRESS PRINT 91 US ON 11/25/20 111622 FA5EDPERCOMMENT 1 { _ - PROJECT NO. 21350-00 DATE: 05-08-21 DWN Br. e--,PROPOSED OPEN AIR GAZEBO SECTION CHEc ED BY: KJS SCALE 1/2°=1'-O° SCALE: AS SHOWN NOTE FOR CONTRACTOR ALL TRADES ARE RECUIREO TO RENEW,REFER TO AND BE FPMBJAR WITH THE ENTIRE DRAWING SET AND PROJECT MANUAL A PAC �--Y-� KAGE PRIOR TO BEGINNING ANY WORK.ANY DISCREPANCIES DUE TO A LACK OF CRO-RADE COORDINATCN WITH THE J ENTIRE DOCUMENT SET WILL BE REPAIRED,REPLACED OR RE4NSTALLED AT THAT CONTRACTOR'S SOLE EXPENSE y'. A2 SENO W.(NOIR.)MECRRUKAILY SCREENFASTENED ro AID(VERNAL MILERS 24'O.C. CIXNiNUDIR TOP PEDU PPMENT OVER WATFRROOFONC MEMBRANE ) a D a YEN.COETNG — — — — — — — — — — — — — — — — — — — — — — — R SHATARAH EONAnnsc EYnMTRNs.P.C. 6500 JERCMO TURNPIKE s)-.6'A2EN BONG e0.(-0.)1E.P1A y SYOSSET,NY 11791 1W ROOFT WNL FOR FASTENED TO ALEX VEAMAL MA11E5 24'O.C. TEL'(51E)7NY 117 1 ROOF 1� � OVFA WATFAPROOFl4G YFIB+AIE L o TNERM-RAN S�(w SYSTEM) FAX (516)796-2744 OVEN WOW FRAME CONSTRUCTION,ST. RUH S.S ATARA,P.E. SCS A ACIDIC FM NAT-COLOR WW1E� O ® RUOOLPH WWW.RSCEE-PC.COM MACY AIN£TWL ff1Wm.— HI III AT Ill lA TIiLF utas ME An em1IAmB a Sam uID ARE THE RORRII'OF � nE masm PiRVARFOIIT WIL� RECFSSE3 UP UGNRNG GRADE I R . R+16.68' te R IS A NMATOX OF&Cllpl Tim.2 OF 11E nAN YOR STALE EOIIWIOI OF HE X PF160N.UNLESS NILLY ARE ICING UNDER DIRECTOR OF A 610 T MOOD RAN SCREEN UC SYSTEM) AELE54D UP IIGIITING UOINsm PRIWEmONL ENmmF ro OAA\000 FRAME CONSTRUCTION.SIO NRA NO REM NIX!WAY. 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In2 6EOPER COMM-T 1 ' . . i ii i !� is, m i auLSTaE FFJIA WMFLMNT I I IIOTA W000 FILINGS PROJECT Na. 21350110 Li— ENTRY STEP SYSTEM. 1618'F1000 VERS W W DATE: OS-08-2T DRAWN BY: KJS CHECKED BY: r,--,,PROPOSED RIGHT SIDE ELEVATION SCALE: ASSHOWN NOTE FOR ALLTRAOES ARE REOUIREp TO REVIEW,{IEFERTO AND 6E FAMILIARNn11 THE ENTIRE ORAM'iNG SEF A4O PR0.1ECF NIWUW- /\ /' �O PAG-GE PRIOR TO BEGINNING ANY WORX ANY-R IBFANCIES DUE TO MACK CF LROBB—DE COORDINATION EMiRE DOCUMENT SET--BE REPNRED,RFFLALED OR REINSTN1fD AT THAT GONTRACTOR9 SOLE EXPENSE ( ® 0 0 RSHATARAH CONSULTINGENCW IS.P.C. 6500 JERICHO TURNPO(E SUITE IW SYOSSET,NY 11791 TEL:(516)731-4687 FAX(516)796-2744 RUDOLPMMSCE-PC.COM RUDOLPH S SHATARAH,P.E. WWWRSCE-PCGCM s THESE RN6 ARE AN ECTRU EXIT OF MN'OE wm AIE THE OF THE EAMOEL NieL901(T wL EE masEDnm. R IS A WXADLYN OF SEORN 72W3 OF THE N®YORL SNE DUWION L111 FOR INY PMW MI E%HEY ARE ACRO UNDER ORLO@I OF A Do:NSD RCEFS90WL DNGKER 10 ALIER ANY OEM N ANI FAY. F AN! 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EL:+11.36' O w. 11ND6TIIRBED IX.GAME RiORIE EL+14. IX.GILIDE FEV. w m p LL-+fi.a 1113'-3° z� N - - - _ °w PROP.GARAGE LEVEL TING BLUESTONE ENTRY STEP SYSTEM. I I I FEMA CON AWNT EX CBADE ELEV. IX.GAME EIEV. EX GRADE EIEV. EX GRME ELEV. IX.GRADE ELEV. O F 16'.B'FLOOD VtN15 EL-+8.0' LL.+9.0' LL m+9.0 EL=+8.0' EL-+7.0 L.� Z O p p EL.-CR+3. ELEV. LLW 2 j LU LU s�wa N 2 PROPOSED RIGHT SIDE ELEVATION ¢ =o Z d �z.zz O 0 cy-1 SCALE W Z mm_z: PROJECT: DRAWING NAAE REVISIONS #DATEI REVISIONS 7P6 VISEDPERSURVEYO BA2/22 RElM1S[DPERCOMAPMS U E V E ISSUE f�( DATE COMMENT AUG V 2022diO�1 PROGPESSPRIM L1D4A2 EVISED PFR COMMENT J Southold Town Board of Trustees PROJECT No. 21-350-00 DATE: 05-08-21 DRAWN BY: KJS CHECKED BY: SCALE: ASSHOWN NOTE FORCIOR TO EGG -Oa ALL TRgpES PAE REQUIRED TD pEVNW.REFER TD/1Np BE FPAILIAR W11H THE ENTIRE DRAWING—MO PROJECT MANUAL PACKAGE PRI00.TO BEGINNING ANY WORN,ANY DISCREPANCIES DUE i0 A TACK OF LROBSTRAOE LDORDINARON WEM INE EMIRS DOCUMENT SET WILL BE REPAIRED.REPLACED OR RE4NSTALLED AT THAT LONTRACT.p6 SOLE E%PENBE I 0 i Sro TPMI-P.VN ODER+(EF A'STEI)OVER WOW FRAME comstmarFU0SH COAT-STD R WHIT FP6SH CMT-COLOR WHITE 1'I/11��YLT +— - - - - - - - - SOFFIT LENT - CONIINIpl6 IETAL ppPNG ® �/ RNSHATARAH 6500 JERICHO TURNPIKE SCRIII WALL Nft SUI I ROOD TOPE PWT1T L:(51 6) NY 46 7 TEL:(576)731-4667 AUG - 3 2022 FAR HGRS E-PC796_C44 y SONG W.(AO RUDOIPHWRSCE-PC 2� NECHANCILLY FASTENED TOA RUDOLPH S.W.RSCE PC COM PRIVACY Sa¢N tr SHADE WALL 5{'86' VERIH.1L NAIPS 24' Oa DYER WWN.RSCE-PC.CON AVX SONO W.(NORR)(EYERI'OTHER -ENPRODFNG IIENSEME Do TTP.)NEOIUNICALLY FASTENOD TO IDbIA W000 PLND. Southold Town IF-10-7 - - - - Board of Trustees RALPIGS TO BE STAINLESS STL POST AND TWRNL W/GAUAAN02W STL PEVAWWOR!TE ALUWNIR/ RAa COLOR:WHITE B 1C � 1Y T.D.w. EL+1625' RLLg PIANS ARE AN F6Tft1ARNT M THE O AND ARE 11E P ULL BE nE DImEER.Pm6xcomR wL ff PMffCVim. �.�.� R 6 A WO41 OF SEaa M.2 THE NOW gm- - - - - - w FOR ANY PSE Dm.. THEY ARE ACRID IREER ORECRON ff A uRNsm IWOESSOUI o1mEQ1 TO AL1F11 ANY HIEN N ANY IX F NN aADE REL 6FNffiC THE SEF. OF N GRADE FNMEDi 6 ALTE16D, THE ALTSM EL+11.0 EU+11.36' 014T13:a 9W1 IiFO(HS SN'110 A NMIOI 7110®Or.FOULM BY BULMONE ENTRY PORTICO w/GRADUATING IRS %WBURE AND WE O%* _ IObIA WOOD (IR p q SET ON POUREDY CONCRETE E AEI0NRO1 AND 3F.RiC OE6CIalg11 112'OFP=Lm I T"I I I I I 1g'E�• YY I I GDNPILIED FILL THE AEIEFNGN SWL.BE NOTED. RUOMIO.G BUkSTONE _ I Go.,RUDE TOOTING I I I I I I I I I I ENTRY STEP SYSRX GRADE �PROPoS:D OOIEWAT 1' v EU+7.36' - -H-- - - - - - - - - - • I I I I I I I I I I I I I I I I PROPOSED LEFT SIDE ELEVATION 114,2 SCALE 1/4°=1'-O° i - PA6NOS TO BE STAINIM STL POST AND TOPRNL W/CALYAN6ZW STL SClEIIH MALL NDR N Rom CAPINC, ROOF TOP EWVNDiT F 0 Y v 2 0 Sj'•B'AVX so.W.(ROM)WIBOHA NMNLY �T� i/51ENW N A 04W WATERPROOFING MEMBRANE 24'OC. 3 m Ul Z GLAD.COU01 WWEooORs.,vLV Nw PRrvAGY SCREEN:SHADE WAu 5rW w F- Am SDNG W.(mmZ.)(emm OTHER FW-c Q W.ITP.)YECNANMNI.r FASIQED 10 Q o SCREEN WU.FOR To 01,w000 RUNG F-o ROOF TOP EOUMENT wFy W O 0 O ® 20 20O ® 2U O 2W O O ® ® ® ® ❑was¢ LU i0p N cc p=O� QO Rm.>mWORRPR _ _ _ 3 N 3 O ® 0 LJw O ® ® O O Z ANoo d I PROJECT: DRAvnnGDD z NAME REVISIONS NII #DATE REVISIONS - - 11 1J 1K 1L 1M 1N 10 1P 10 1R iT 1U 1V 1W 1X - - - - _ 11 0001, IT STO TIOF11-RNN SCREII!(OF S-W) OVER WOOD FPAK COISOIICDON.So, - A[Rf11C RMSI CMT-COLDft WRTE GFUDE EL 111.0 ISSUE I I RALUNGS TD BE STAINLESS STL POST I I ' DATE COMMENT 12112'DEEP PBOETER I I 1 pppn I I I I iFe�'FLOOD 4/105 I I fi1T021 PROGRESSPRINT I I HO CAB W/GALYIN®m I I I I I I I I I l_ I I IOb4l�PLNCS HOWL GWNC. 18422 VISED PER COMMENT l0bu YIODO PINGS t I -44— - - - - - - +-I - - - 44- - - - - - - - - H— - - - - II II II II II II II II II 1 I PROJECT No. 21-350-00 DATE: 05-08-21 DRAWN BY: KJS (,�OPOSED REAR ELEVATION CHECKED BY: SCALE 1/q°=1'-O° SCALE: ASSHOWN NOTEFORCONTR REQUIRED QUIR ,4 ,Y ALL TRADESAR To BEGINNING -M. TO TO CR PANCIERE DUE EAR TO THE EMIREORAWIN DE COOP WI.N MANUAL /\ /I PACKAGE PRIORTD BEGMU-B REPNRED,REP ICE.ON DISCREPANCIES -AT OF SOLORpIENSE.WITH THE /{-Y`-/iIl' ENTIRE DOCUMENT SET WILL BE REPAIRED,RE➢LAGED OR RE4NSTALLW AT THAT CONTRACTORS SONE E%PENSE (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.ND ARE NOT TO 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 VALID TRUE COPY. 4 CERTPCATI 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 CF THE LENDING INSITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (3)THE LOCAn(N OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVAPONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue, Riverhead, New York IIci01 tel. 651.?27.2303 fax. 631.727.0144 admin@youngengineering.com ' m 4 Jk Howard W. Young, Land Surveyor �'� i,l4.so W Thomas 0. YVolpert, Professional Engineer 'J a° �0 E g ,' ♦ i ,/ g` �) Dou las E. Adams, Professional Engineer Robert 0. Tost, Architect �/ , '/ ® , �/ /� 5 Robert 5t omski, Architect 0 / i 4.68 rA / 10 �P 'yo °� c�L S SITE DATA ,' rrSp. ♦' ,' r , /' ,' /)+9.77 z SJL, qJc Q �\� '/ ' ! ° �' ' / '/ / % VA,- °'q ;I>eP~J AREA = 1.3530 ACRES OR 58,936 SQ. FT. o PPS .r / ' / ' / +8.58 O O ' ' ,° *-s.os �,' �.' �/, ,� `6/. /P *BASE FLOOD ELEVATIONS BOUNDARY LINES SHOWN AS SCALED FROM FLOOD �O�P J , P �/ ♦® �,r �, b^ , �/ /� �� �`� T.88 i.G \\ INSURANCE RATE MAP PANEL NO.36103CO154 H LAST DATED SEPT,25,2009. VERTICAL DATUM +8.75 J , =NAVD(1988) 1��`Z' / /y� �/' ♦° �/'i / ,' �,' ___ 48.90 * DEPTH TO GROUNDWATER =4 FT �/' , ' ♦r �/' f 5.l a aOr'j� ��, ' ,'/ / /1 * HIGHEST EXPECTED GROUND WATER ELEVATION = 1.7 , , +8.27 , 2 * NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =4 // ; ♦ �/ i t0A o j/6.92 �/ , 9' ° MINIMUM REQUIRED I/A OWTS CAPACITY =440 GAL / //' /' ®♦♦ /�' // ?.'/�.' +8.95 /// +s.37/// �, �\ ♦♦ O��k. / * PROVIDED IIA OWTS CAPACITY =500 GAL %/ ��' LEACHING SYSTEM REQUIRED =300 SFSWA PSA I® i / 5f,D6 ' ' +9.34 ' ' A(S� o ♦ g� r6 / / /' +8.51 ,' ,� / \ / �Q Qv hS0 LEACHING GALLEYS PROVIDED =318 SFSWA t 4f X9.56 +8.34\` V 010, fat' +r!5s// ��iP / +9.08 8.25t) /' // -/ -------- '-�/ ',/ \\ ° 7.21 / O �(1 ' O� ' tri 05 r Qr Q, (S o�P ' ENGINEER'S CERTIFICATION / ♦ `r i / / / +�04 Q L c¢• % /' �' /' �O G� 2 -�° +6.18 +6.33 F� 1�' O Q mimflpomry S`0� ' ,' �Q. ♦%°' �Qi�' /,� ' +6.68 �,�-`� / �Q�2 Q1?: / I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL o , +9. +8.39 k. ° / g� 'V / SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY Je5.75 / pO�' , OCak' i, /.' / /, +8.37 % /, i " I oQ0 /� / � `� \\ .32 / DIRECTION.BASED UPON A CAREFUL AND THOROUGH STUDY-GF THE-SOIL, 1 F�10.20 1 Q / O �c, ,+ ,�7 \5.30 \ r SITE AND GROUNDWATER CONDITIONS,ALL FACILI a®' � /' /' / Q B, � / \ 6.55+ ( ' 4 / .`+� ylE`S;AS PROP©SED;. +6.39/ / 1 1 g P 1 \ IPF 7. a yJ 1 CONFORM TO THE SUFFOLK COUNTY DEPARTMENT O,HEALtT` E0 CES tt . /__ ' 8.40 \ 7.59 / Or + �.0 A J�� � ♦1 ��A� \� +s.55 1 + .55 / � O� CONSTRUCTION STANDARDS IN EFFECT AS OF THfS DATE" 'yb1 ♦ / ,/ ,' ,/ ,/ / � // / / ! ��Q 725 i PS 040+5.4 h /� +8.64 , Gj �' l ® F S / 7.74 ♦®�� /,' ,/ ,' ,/$,/ \ `\ I / ♦ I �C'O`�h XN �l. .r � / � / l ! � +8.52 I / t I (c 1 4 " , �v `• 75.9s 0.00 '/ /'/ /'+781 ,�, --- 18.9'7 / / ^� ��+7.60 .95 ° I \1 / s%y 'i e ✓ °' � � ` z,. . ,a " / / / / / t +972 ` / / +5.56 `{� �•. i� , � I� 'L�r 1 +7.5s� '�° 8"76 M +5.48 +s.s ' ,' ,' i / / ,�? +7`1 ' +s.s �o p /' /" HOWARD W.YOUN.Y.S.L.S.NO. NG,N.YS s.10 ,' / +s.8s , +1 , 9 10��,��� THOMAS C.WOLPERT,N.Y.S. .E.N0.61483 \ ` `,,,m..;` : pe•*'< / ai °oy�r '' 7.34 ' DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 ` +8152 / 4a �¢ Z^ U- 9 / / e"`�o'�RL -ice , , ' SURVEYOR'S CERTIFICATIOI�J--- �- M.9 / I f / '1�l-/ O x +5 8 /' / / l+9/lb I 1 Y0.34/ + \ / J ` I ,�i} M �' 9 '/ �/ '/ *WE HEREBY CERTIFY THAT THIS SURVEY WAS PREPAiiElt IN AC QRDANc �� / '\ U) 1106 +s. /p`' /, , / ' + a�,U e 9 \; ,�/, oQ �' WITH THE CODE OF PRACTICE FOR LAND SURVEYSfA6OP1 Ep;BY T�Ht NEW CORK n @,, +8.45 �/ , '4* / - 5. ® G} i J �j. STATS ASSOCIATION OF PROFESSIONAL LAND URVEYOR6. !` 0 7° , �9.40//J \ ,' 6 8 / O 9, o• / ++ 74 v G ° .51 I, -y I i rO�L �6�'li° , / ,i' /,'�3'`D/' �t<` I�1 +5. �G 14, t \ 12 P//• q/+q /, 7.96 7.79 i' ,' / mom° ?P.� °E .S \S�J,��`��/ / /, 7.15 TEST HOLE os.o3 O � 9� �Pr i o� ti°,�``+ .02 6 s l� � U � BY McDONALD GEOSCIENCE /J° O,, / 6.95 G ♦,�O �,O`� EO�•,��J � ,/ / O , � � :-, !•^� <I���3 .J, DATE:11/20/20 '�10 9qn �' I . ! o , / r� L f a r v\ l C `°•.. ._.e.^ G6 E',9A 6.87 s i`�s.st OQ�� , ,� J JO t WARD W.YOUNG,N.Y. .L.S.NO.45893 `<� EL=5.56 0.0' �C� °��013 �� �-�L N FL !� ' \ O' cl (f PALE BROWN q� °/J7 FPG 0,�. �\ P�Jh P� 8 / ya / 2`01 q FINE TO t `� % / / NOV [W L �i COARSE SAND q S h ,-6' 7.2 / O SURVEY FOR W/107 � +5.43 +5. 6, Q 7,32 � GRAVEL (SW) �o„ `., , oti°� ; MKS REALTY LLC. o ! „�q Foy rd of..),r(>w,= ,�e • GW=1.65 4.2' Q OQ ��\ 1 _ ._. WATER IN PALE `L((QPOJ� 4T`��� WSF �'9 BTOCCOOARSE 9y 7 ;' / at Southold, Town of Southold SAND 7D7 �n`' r'3 /� HEALTH DEPARTMENT USE Suffolk County, New York N G�SW'L / /7 64 / on,Wl-Broa1p ci a �///��� BUILDING PERMIT SURVEY Z 11.0' �pP , / / Count Tax Ma District 1000 Section Y P 54 Block 04 Lot 20 FIELD SURVEY COMPLETED NOV. 25,2020 a`a�1 \ MAP PREPARED JUN.25,2021 LEGEND /Z Record of Revisions o4n+4-1Im �A ' ,' �� REVISION DATE NOIA#1 CMF =CONCRETE MONUMENT FOUND / \ NOV.12,2021 EOP =EDGE OF PAVEMENT ' IPF =IRON PIPE FOUND WMR = WATER METER / WDF =WOOD FENCE WSF =WOOD STAKE FOUND ' / UTILITY POLE / m , / 30 0 15 30 60 90 / Scale: P = 30' J o. JOB NO. 2020-0153 DWG. 2020_0153_bp 1 OF 2 (T)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 E%ISTING STRUCTURES ARE FOR A SPECIFIC PURP)SE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(J)COPIES OF THIS SURVEY UAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.({)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.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)Nk CESSPOOLS(CP)SHOWN HEREON ARE FROM FIEND OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. -1/2' VENTILATION PIPE SCUM BAFFLE H CHAMBER Volume(gal) METER -104. @Sedimentation Chamber 277 400 Ostrander Avenue, Riverhead, New York 11901 -10 '_7 _0 © Anaerobic Filtration Chamber 218 INCOMING SERVICE tel. 651.721.2503 fax. 631.727.0144 4 I Q3 Aerobic Contact Filtration Chamber 127 Fadmin®youngengineering.com ECIRCULATIDN ® Storage Chamber 63 DEDICATED ` � r AIR LIFT PUMP Disinfection Chamber 9 � 03 DISINFECTION Total Volume-JE7cq IS AMP BREAKER CYLINDER (OPTIONAL) y F a• INLET PI Al ® 120V AC, 10, 60HZ, 15 AMP POWER SUPPLY Howard W. Young, Land Surveyor ' OUTLET PIPE SPECIFICATIONS MAIN #12-2 AWG WITH &ND IN I" PVG CONDUIT Thomas G. Wolpert, Professional Engineer 4'-0 JA Anaerobic Media PP/PE Filling Rate 32°/D Douglas E. Adams, Professional Engineer Board Type Aerobic Media PVC/PP/PE Filling Rate 16% SERVICE © Aerobic MediaPP/PE Filling Rate 57% PANEL Robert G. Tost, Architect FFLUENT Blower 2.8 efm Robert 5tromskl, Architect INLET BAFFLE © © AIR LIFT PUMP Tank FRP Piping PVC/PP/PE HARDWIRE Access Covers Plastic/Cast Iron Disinfectant(Optional) Chlorine Tablets HEALTH r)EPARTMENT USE RECIRCULATION PIPE LOW BAFFLE � E /2' AIR INTAKE onn!F+!-!tNmR FLOW OPENING (TYP, (CLEANING OPENING) B PLAN VIEW GROUND 5JE RHOM5U5 AIR BLOWER CONTROL 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP> ISINFECTION 4' MANHOLE PANEL CYLINDER (OPTIONAL) LOW OPENING ELECTRICAL ONE—LINE VlAC7RAtM 1'-02• BOARD TYPE CONTACT MEDIA VL NOTES: 1. CONCRETE 4,000 P51 ® 28 DAYS _ 2. REBAR TO BE ASTM A-615 GRADE 5'-5' © ® s'-5' ECIRCULATIDN `t 3. WELDED WIRE FABRIC A5TM A-185 ASSEMBLY 4. DESIGNED FOE AASHTO HS-20 4'-4 4'_3�' © 4'_2k LOADING tt 5. TOP SLAB AND WALL ARE T-10" MONOLITHIC ® 3 8'-8,. 6. THE 51DEWALL AREA SHALL BE EROBIC MEDIA EQUAL TO THE FULL EXTERNAL WALL 10" DIA. PIPE KNOCKOUT TOP VIEW HEIGHT OF THE PRECAST LEACHING (EACH 5IDE) iv GALLEY5 ERATION ASSEMBLY ' 1 2,~I 1-8" SECTION A-A VIEW SECTION B-B VIEW � ®® ®®® T ® ® N FUJI OLEFIN U5A GEN-5 ®®®®® ® 1 4'-9" (7YP) �1 SIDE VIEW LEACHING HOLE END VIEW ENGINEEP'S CERTIFICATION LEACHING GALLE r 0 NOTES "I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL o I. THE OWT5 SHALL BE MODEL GEN-5 MANUFACTURED BY FUJIGLEAN USA. NT5 SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY DIRECTION.BASED UPON A CAREFUL AND THOROUGH 5 Y"OFTHE SOIL, 2. THE DESIGN ENGINEER, FUJIGLEAN USA REPRESENTATIVE, AND 5GDH5 SITE AND GROUNDWATER CONDITIONS,ALL FACILI M- S,:ASPROPOSE M REPRESENTATIVES SHALL OE35ERVE THE INSTALLATION OF THE OWTS AND CONFORM TO THE SUFFOLK COUNTY DEPARTMENT„�YFtHEACTH SERVICES " LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. CONTROL PANEL MOUNTED NOTE: ALL CONDUITS CONSTRUCTION STANDARDS IN EFFECT AS OF S'pATE BETWEEN""x4PRESSURE PANEL AND N 3. THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT N 4 o SUPERVISION OF A FUJIGLEAN USA REPRESENTATIVE. TREATMENT TANK MUST BE TREATED WOOD POSTS ALARM/CONTROL SEALED TO PREVENT GAS r wwP 3' i PANEL MDL#1041972 �°?�� LEAKAGE INTO PANEL. „ z`' "''. � AIR BLOWER ,;..„ k'••�: '` s 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE CONTROLLER "A" MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO MFG BY 5-JE RHOMBUS FOR WIFI COMMUNICATION INSULATED WEATHER THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (5GDH5) PRIOR O R'a,SiRR T T p5?s k' DEVICE; HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n TO APPROVAL OF THE I/A OWT5 REGISTRATION BY THE 5GDH5 IN E515TANT BLOWER THOMAS C.WOLPERT,N.Y.S.P.E.N0.61483 a ENCLOSURE USE ALARM/CONTROL ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY GODS. PANEL MDL#1045040 DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 j 5. FINISHEDCONTROLLER "C" MFG By FLOOR ELEVATION(5) TO BE VERIFIED BY THE ARCHITECT. j SJE RHOMBUS Z R 2 STORY SURVEY FO � FRAME HOUSE ON PILES SWEET AIR VENT GAP `e FIR LINE To EAN OW MKS REALTY LLC. T5 (4 BEDROOMS) MFG BY TUF-TITS FFEL=16.75 (3' MIN FROM ANY I T7, FIN. GRADE DOOR OR WINDOW) ELECTRIC SUPPLY at Southold Town of Southold N 29' 5' 11' RI ELECTCAL TO BLOWER at 41N PVC ® 4" PVC @ 411 PVG ® SUPPLY OWTS 51=1-101E1NBOX Suffolk County, New York 2.009b MIN. 1.00% MIN. 1.0096 MIN. T RISERS 4 COVERS CONTROL PANEL BLOWER BUILDING PERMIT SURVEY = Z WITH SAFETY LIDS LOCKING SCALE: NT5 MFG BY TUF-TITS OR CASTING TO o APPROVED EQUAL GRADE County Tax Map District 1000 Section 54 Block 04 Lot 20 a EL q.0 I RIM=8.7 RIM=8.5 PRECAST FIELD SURVEY COMPLETED NOV.25,2020 TOP 5LAB MAP PREPARED i EL=T.5 OR DOME JUN.25,2021 ------AIRLINE----� GONG. COVER Record of Revisions IE=6.22 3" VENT I E=6.04 REVISION DATE HOLE IE=5.99 NOIA#1 NOV.12,2021 CONNECT 5" PVC VENT LINE IE=6.21 IE=5.31 rE E=5.20 TO VENT HOLE IN OW5T SEE DETAIL FOR 4' OT=5.70 OWTS COMPONENTS POURED INVERT f —� PROVIDE CLEANOUT AT 8'-s, z FACE OF BUILDING 4' DIA. DISTRIBUTION BOX N AIR LINE TO BLOWER BOT EL=1.80 HIGHEST EXPECTED GW EL=1.7 1 CD PROVIDE END GAP LEVELING DEVICE (U565 LONG 15LAND DE-TH TO WATER VIEWER 2015 MDL#5L-4 MFG BY TUF-TITS OR INDICATES GROUND HATER AT ELEVATION 6.7) 500 GAL. I/A OWT5 APPROVED EQUAL FOR ALL LEY A G LEACHING L SANITARY LEAC MDL. GEN-5 MFG. BY FUJIGLEAN USA DISTRIBUTION BOX OUTLET PIPES TOTAL OF (C IVIG 6 L 518 5F5WP, JOB NO. 2020-0153 DWG. 2020_0153_bp 2 OF 2