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HomeMy WebLinkAbout1000-117.-8-18.1 OFFICE LOCATION: SU(/pyOlO MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 JP jig Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 ® _ app Telephone: 631 765-1938 ® Fax: 631 765-3136 l�COUNTd,�� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: November 14, 2016 Re: LWRP Coastal Consistency Review for NEW SUFFOLK WATERFRONT FUND, INC. SCTM# 1000-117-' 8-18.1 NEW SUFFOLK WATERFRONT FUND, INC. requests an Administrative Permit for the.existing +/- 30.5'x48' marina accessory building; to repair the northeast corner of the building by replacing the existing support posts as well as one midway on the north side; and to remove some of the shingles in order to install plywood to cover any existing holes in the exterior walls. Located: 650 First Street, New Suffolk. SCTM# 1000-117- 8-18.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is EXEMPT from LWRP review pursuant to: § 268-3. Definitions. MINOR ACTIONS items "II" which states: B. Replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site (inplace), including upgrading buildings to meet building or fire codes, except for structures in areas designated-by-the-Coastal Erosion-Hazard-Area (CEHA)-law-where-structures may not be replaced, rehabilitated or reconstructed without a permit and shoreline erosion control structures (including, but not limited to, groins,jetties, bulkheads, filled piers) located within Great Peconic Bay, Cutchogue Harbor, Little Peconic Bay, Hog Neck Bay, Noyack Bay, Southold Bay, Shelter Island Sound, Pipes Cove, Orient Harbor, Gardiners Bay, Long Island Sound, Fishers Island Sound and Block Island Sound (excluding all creeks); Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Town of Southold LWRP CONSISTENCY ASSESSMENT FORM &te , 2A. INSTRUCTIONS (�'2016L All applicants for permits* including Town of Southold agencies, shall compproposed actions that are subject to the Town of Southold Waterfront Consistencychis 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 explanation's 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# M t PROJECT NAME R04C. 1116 60 rrig,, �a&d-eA AcQ�Sa 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) ❑ NN� (b) Financial assistance(e.g. grant, loan,subsidy) ° (e) Permit,approval, license, certification: Nature and ant of action: / a.2-L /UL' cD rrW", -1V N cc,egSd ea e 4# c ass r-er✓/0 S� /9 ,aAd- a-i7�- r �® / D!�( 'Ci d 1 � "v4 Location of action: kiekJ act�A l � � Site acreage: Present land'use: Mp/u Vd-r a� �Q n a , f—e-f� ,d Present zoning classification: l ZC 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: Alew S� (b) Mailing address: P® .�oX/Ti6 , Nad ��� ki IVY //KS6 (c) Telephone number: Area Code 73V-5—ol wo3 w0 3J S66 OY016 (d) Application number,if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes Q No L IN If yes, which state or federal agency? C. `Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. poster 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. - Yes 0 No ® Not Applicable 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 0 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 F] Yes Q 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 S through 16 for evaluation criteria Yes ❑ No ❑ Not Applicable w a- r o W Gth .SR�cyS 6 f d Attach additional sheets if necessary Policy S. 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 g 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. Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes No Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardou's substances and wastes. See LWRP Section III—, Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ 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. n(� ❑ Ye3---1 No W 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. ❑ 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 LW"Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No IeL'S 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 IX 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 1,11 DATE l dl194o/,b 101121;,6 AL yTi, s Aw of r E, p r sw� � 011�1a��,� fry �������',�� �e��� � � � k,�: �+i �,: AKm ��ail i ':T Y } i ~ z e-ti r� eel- s , z �01�4, :1ZE ZIT 7? FORI—No IuJnILL lo 3. ",'2 14M 11/8 a. 1 il. 12 2a 2, 11m O 5 12� 1 r 10( ?"991)- -1 . - ' ; R 174 13 'IN '181 .) �(.) FOR PCL No dill 5 2A, t� SEE SEC NO jj'-03Ixi 21 5 35 a, n i1sAis cUTCHOGUE 187 2. 3A 2R. 33 I 5N.) HARBOR t6 a m y a Icul 21 a 25 iib �v — . - .1 30 Nx� or 4s 31 sol I3 VA.) n7 3 OE n, 1Iw ae 21 6 -2 lea 6.5is 14 2 42 is NEW S' FOLK AVE &1 -9 UAW ILL 37 I 1 41 29A(s) -32_ i 16 1 21 ak-) SON iT .17 23 CD is, 126 1 2 35 41 12A(l) a 91 ZINC) 14.) UA PD m 108 12 122 BAY PECONIG GREAT SE COUNTY OF SUFFOLK K souTNIoLD E NOTICE Real property Tax Service Agency N I I'M PR L -Z- (21 E G E N D O iatlionl-77z Subscription e U46 tic REVISIONS 20'-0., REMOVE EXISTING SHINGLES AND SHEATHING AND REPLACE EXTERIOR WALL SHEATHING w/3/4"PT PLYWOOD W O O© g O REPLACE EXISTING POSTS: 00 6X6 ON 12"dia CONC.PIER, zg w/(4)#5 VERT.REBAR w/ v STIRUPS,30"X30"X12"FTG. ------_j WITH(4)#5 REBAR ew Q M _ W O M o Z Z O o �=! ti Lu M 0 4 Lu o ° 00z x 0 Q wQ- U M O W 0. W C1 W O d 'w � � a a O O - - - - - - - - - - - - - - - - - - - - - - - - - � w FLOOR PLAID SCALE: 1/4" = 1' w H z Y o � LLJ H � Lu 41, - _ Lo u- co U) 5� • S. ;t•� td,trtr,' ¢-'� -...,.5,;� ,�'r 'a..,�"'=r: 'at°t ea�' .•� ��s.as`f"� - _ .., �,. .`� '� .n ..:Jk i s _ - ...• __ ...-.. _ i ..,, .... »,,,,..,...rm+rN,Y4.. .m.k,,�._,«�. .�' ,- %a A..'• DRAWN: MH/MS SCALE: 1/4"=1' JOB#: ,•-:: - , Y - _ _ +, �':.. September 29 2016 eP r Y�. s'Ma NUMBER: SHEET B S ER: i[ M1 �r z G" R tx ,f , �.;o^"t`+.s M. .. ri-r,�C..u=:...}W✓.„.... .$1PiWur..K3i..: _. ..- -. /� - ....ear.?'"• v44+.nt9.:�i:«rr..rr�tia.�,`.s+�yk.�wJiefd.iiiur,.iM�4VHf...`�b.'�•J .a J R"'t `kf A�sl REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL RAFTER WALL STUD CRIPPLE STUD BOTTOM PLATE e RIDGE LEDGER BATHTUB c °© ti� HEADER DOUBLE JOIST �-O SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. AD55 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4•'x24•' 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTS 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ~ THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT-71 TYDOWN ANCHOR JAPPLY TO EACH C r 2X10 LS210 118go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024.00 Q v r\ WALL STUD / M THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR •�a t METAL STRAP RIM BOARD VENTILATION CHANNEL U •i+ m W RAFTER AS REQUIRED 0 d U Q+ w M SILL PLATE(S) ' , RAFTERS MAINTAIN �.r�•� n +• I '• '. ,• ` VENTILATION WOOD JOIST ~ 1 FOUNDATION _ U e • TOP PLATE BLOCKING BLOCKING KING • - - - - - 2x4 LEDGER O1 STAPPING TO BE ATTACHED TO WALL STUDS 048"OC 2x4 SOFFIT JOIST z AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIAa, A MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER - THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �- SHALL BE COVERED WITH CORROSION- 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS , RESISTANT METAL MESH WITH MESH ONT1N, SCREENED VENT ON ALL OPENINGS -- + OPENINGS OF 1/4 INCH IN DIMENSION. CONTIN. SOFFIT/ EXT. PLYWOOD - INSTALL 4'0" O.C. - LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED SAVE 8" - 14" LSTA30 1-1/4••x30" 18ga. STRAP AND JACK STUDS "FT "- 6RAFTER RT10 10-3/4x 18ga. TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS 4"��-- EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND -�' OVER BEARING WALLS AND HEADERS y INSTALL 4'0" O.C. CONNECT TO 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS -- - 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS 2ND. FLOOR WALL / •• - - a RAFTER W � W Q WOOD JOIST O M'�•"'I Z TOP PLATE GIRDER/HEADER rrWl r U 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC T � WOOD JOIST �.../ ^ �,-,/+ AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD `/ W FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION rA INSTALL 4'0" O.C. z 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION Q ON ALL OPENINGSCONNECT EACH ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX.THE PROPER T1/2"EEL CHIGHER TOTHAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD SILL GASKET ' I TYP. CONC. FOUNDATION ( n 6OMIL. POLY • V +^`� 1 DAMPPROOF EXTERIOR GRANULAR FILL • , 1 Q 6MIL POLY ON EXTERIOR V • V STEEL COLUMN 1 - A •\ ` CONC. SLAB I e.• �� i ANCHOR BOLT EMBEDMENT: n 1'4 POURED CONCRETE: 7" I COMPACT FILL to • BLOCK WALL: 15'• KEYWAY FOOTING e V USE WITH 3x3 SQUARE WASHERS `` O L! CONC. FTG. •p Q•p e } • ;O/ ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) p Ll REINFORCING BAR W FOUNDATION 5/8" DIA. ANCHOR BOLT I SUPPORTING MAXIMSPACING , 1 DRAIN TILE • p • ANCHOR BOLT CONNECTION w w W SILL PLATE TO FOUNDATION 1 STORY 72" OC Z (CRAWL SPACE OR FOUNDATION Y TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. RASILLPLATE PA TO FOUNDATION F NDATI 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC O LAB- N- RA E Lo u- SUB FLOOR O OO (n GONG, SLAB DOOR FRAME 6X6 10/10 WWM COMPACT FILL 1 DOOR JOIST LIJ 1 ( USE 2X8 STEEL BEAM Z 1 FOR BLOCKOUT •� - 4" SLAB W/ 6X6 WMM M SLOPE P.T. PLATE �/ ` 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT w - �� < 1 • ° 7 1 (WITH A NAILING PLATE IF NEEDED) • �a d " ' :+ •' • TO BE APROX. 1/2" OR HIGHER THAN - -r4'p 0 ► • •• • STEEL BEAM TO ALLOW FOR SHRINKAGE ' Q t �Q A� �cr -•.� s °O 0 ° • • • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) p f"r`y�i (W„ �• a _ d 1�+ � �' DRAWN: MH/MS 12" -- i 6X6 W.W.M. Q Q-��-Q t•• =�11 3 MIN. 6-t O R •O 'A �%'0 G'O �' e e O C 1• b o e e a ° SUB" REINFORCING re 6 SCALE: 1/4"=1�-� •' Q REINFORCING BAR x O e • e• •/ •O e REINFORCING BAR e.• ° p••••e le II-II 4rRT` -',��:'�.,;• . � .JOB#: 1 I . d • DRAIN TILE OCG. ,° �• 6'A •O O• S fB AM �(°_4'' ! 12 i. • PLft OLTED U•�--•!.�` •• SHEETrNUMBER: TYPICAL CONC, MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • °• REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. �•�� Q GARAGE DOOR BLOCKOUT QA 9T x:1133 -� � .� F N REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE ► PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)TOE-NAIL 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3.8d COMMON EACH intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND construction details and procedures to ensure a professionally finished,structurally the to the wail stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL 2006 SBC HIGH WIND EDITION,WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAiL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: meets current federal,state,county and local codes,ordinances and regulations,etc. Wali studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if In variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL GAURDRAILS ANY DIRECTION 200 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES a QTY. SPACING (DESIGNED FOR CAT.C) precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY TOP PLATE TO PER FACE NAIL specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMON "� =+ TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION N` �.1 m m anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all ., ,,, m 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE Q. M H 4-16d COMMON INTERSECTIONS EA.SiDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE U oVi o"'o or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior UD 2-16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE ,, attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Syme C) o v 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE SEE FLOOR PLANS w M P 16d COMMON SMOKE&CO2 DEFECTORS HEADER ALONG EDGES NAIL such as bookcases,shelving Pant ry'closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified U TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION is m in table 3.15a-b. TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END n 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: o BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR 101ST,BAND JOIST, 2-16d COMMON PER FACE NAiL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1) length adjustment factors in table 3.16.The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING I FOOT SEE NOTE:1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES MODERATE SLIGHT TO - 20 LBS. 120 B SEVERE 3 FT. 11 YES P joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. 101ST TO: PER TOE 3).Provide 1/2"ex TO HEAVY MODERATE r r� concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SiLL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: v Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with#5 re-bar,i8"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FiELD 5).Unless otherwise noted,all slabs on rade to be 2500P.O..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 g P• TO JOIST END NAIL @ °C poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: P g g' BLOCKING TO: EACH TOE SEE NOTES:1 (BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3�-16d COMMON INTERIOR ZONE 8d COMMON @ 6"O.0 Sd COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD � 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL W along the open ceiling part of the building.Connections to the ridge and wail shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.Cl 8d COMMON @ 4"O.G. I SEE NOTES:13 [--� 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one3-16d COMMON ,�1 Q attached with the above requirements. TO BEAM JOIST NAIL ; Z 8x16 cast iron foundation vent for every 150 sq.ft.of area. I� DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 -8d COMMON PER TOE NOTES �/ 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL C) �( O N.Y.S.Residential Construction Code.A 6-milpolyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. PP g BAND JOIST 3-ibd COMMONPER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, U i/1 ^ � w w 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMONPER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE I FOOT SEE NOTE:1 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. [�� FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. U " For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. O 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For C) below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FiELD otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY SPACINGSEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6"O.0 Sd COMMON @ 12"O.C. where needed. GYPSUM 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.fir. Sd COOLERS 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 10"0.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 Sd COMMON @ 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 41 and 60 and 2x6 wall openings between 511 and 09.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5).All flush beams headers to be installed with heavy duty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall PANELS WFCM-SBC anchors where applicable to all connecting joists. PLUMBING NOTES be used. (� 7/16"OSB 3"O.C.EDGE [Z-� 6d COMMON 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. i).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Y Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. O on plans. WALLBOARD Sd COOLERS 10"O.0.FIELD � O I 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. W �- other access openings unless otherwise noted(typical). FLOOR SHEATHING: � 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. w 111 JOINT DESCRIPTION W W 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. z state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. (n where applicable unless otherwise noted. STRUCTURAL PANELS 6"O.C.EDGE Y HVAC SYSTEM NOTES 8d COMMON o 1"OR LESS 12"O.C.FIELD Section R602.8-FIREBLOCKING REQUIRED 9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists (n under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) LL and to form an effective fire barrier between stories,and between a top story and the roof space. a LL requirements. Fireblockin shall be provided in wood-frame construction in the following locations. M � 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g P g Q needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY.equipment supplier. w 00 (n 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 4.4 `-4 ?: CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed z Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installedELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, A over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. ;`�}.� r c S 1).All electrical to be installed as per N.Y.S.Residential Construction Code. "' 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 1� �� ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter, members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. . DRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tot-16d nail per foot. „_ ,- „ P r A�° "?" i. N 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 I' �, ver° i SCALE: 1/4 -1 0 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of �' f 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code. JOB#: SOIL COMPACTION: flame and products of combustion. s'a@ fit` approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ti torch down T.��i September 29,2016 a material over. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR ` type TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FiLL 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. t. E OF N 2).COMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR NOTE' DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. LEGEND WALL EDGE OF PAVEMENT OH OVERHEAD WIRES W W W 14, W WT W - E ELECTRIC LINE I w WATER MAIN I -x X- CHAIN LINK FENCE f-'RS� STREET 3 -o-0- FENCE OTHER C 3.99 3.41 RIM RIM k q9 3.23 2.79 2.49® 214 ® RIM 3.381 GUY WIRE N 06'54'30" E 272.54' WooD P03T5 3.37 3.9 FE - a..�..�.�,.e e, -C. �S._ �Z a. CONCRETE •$TAKE 5.0 FE WOOD POSTS 'FOUND 7.1•N O.s'E 3 STAKE 32.20' S SANITARY LINE 1.3'E FOUND I p Q ® DRAINAGE INLET 39 X 3.6 t+o x O O I a SIGN SIGN J b I eo M a 1Itt- `� UTILITY POLE 4.3 GRAVEL XI r J PROPOSED NYS OPRHP 0 I a UJ BOLLARD EASEMENT AREA GAROEN GARDEN 4.2 UJ I L� QS STRUCTURE - SANITARY • (44,779 SF TO THE I I XC a-O}. I OSTRUCTURE - DRAINAGE APPARENT HIGH WATER LINE GARDEN x Z �-� E❑ ELECTRIC CONTROL BOX GATE 51,993 S.F. TO HIGH m x x o W O W I W WA TER LINE DESCRIBED I ® WATER VALVE W /N L. 12646 P. 869) X 3 I m o XQ O I X3_____ x a 5 x -4.a I I M f-LL0 +5.43 SPOT ELEVATION L:3 mw RIM i; rR1A11 Rn4� rRM� R•� rm- LF4 X ^ 14.791 14.911 14.9,1 14.84, 4s i'MS k.9d 1'3 01 O ® WATER METER I& 1OI I& 1�i 1p1 1�1 151 I& LIJ LIJ LIJ LIJ LIJ LIJ H tJ L J 3 I M 3 r1 rl r1 r1 r1 r1 RIM RIM RIM RIM RIM1 RIM R� O "F 15.47f 15.3 f5.3>� h.J� E5.371 .471 ^1 5.49 15.5 IQI lO1 iQ1 1�1 1�1 lQl l 1 1�1 I z LIJ Ll-I LJ LJ LJ LJ J g" r r-l� RI rI-� 4.3 e LRIMJ RIM RIM1 RIM RIM1 RIM RIM RIM E I 9.40 15.411 �.42 15.4 1 5.45 b.5� I Z 101 IQI IQI IQI IQ1 Is ISI 101 Q + LJ LJ LJ LJ LJ �.,.J 1� LIJ J1 I .•• rl� rt- rte r� r J LRIM 11RIM 1RIMJ 1RIM fRrZ1 RIM RIM RIM 6.4J Is 3+7 13.471 I 5.38 b.3d S LF2 L`��L�J1 -a1-1(�1_ 1n1--�SJ_1J 1P1 319 s In ti NkM yIM SANITARY LOCATION TIES 0 SEN 4.6MH3RIM 637H2 624 MH1 6.2 4.6RIM • " WS 6.80 S 02'11 :::p• : v 1 7.so SANITARY 6s 8 7 r RAMP W 1.79 BUILDING CORNER STRUCTURE •'•Q'. 1 ST 5 n RIM 5.1 A B •' X I RIM�� 6.90 I 'K 6.83 l�J 1 � �. •p 8.94 24 S SGT m O X N M1 GT 20.5 58.5 :'' "J•' m DECK O 4.3 �pN ' I 6.7 10 11' s as - I 14-3 ST 39' 45' R/O - 7.11 O M g :•Z: :•: X I B so.7 EL7m s• - I � 4l! MH1 38.5' 60' • '•'. Ip F.F. . 8.93 13.3'A y MH2 51 44 I' a.2 22.0 1 1/2 STORY ° a y o b BUILDING �"'e a m " _ &! LPI 51' 76• O I a RIDGE EL = 30.85 ON PILES c I • ' •••.►' '•w: •••• 78•r 2nd FL. EL. 1 13.9' N RIM � N• 22.0' a 8.71 ;� 66 D m h O LP2 82' 46' X N 50.6' a s'� a2 £ o O W 8.93 8.93 O QC MONUMENT : 49.6b'•.':•..:•: m � ^ + 3.9 O 1- LP3 104 77' 4 Ci' FOUND FE OZa DECK 70' a•7 X 3 N N 4.0 0 ( a0 LP4 82.5' s8' F OK i_1.V .1O.40 4.7 O.5'W O 81' ['V VCI• O W CREW 0 6 y GT = GREASE TRAP Q� ST = SEPTIC TANK OFt O �P �O�• �G��E CBARRIER O OOQO SS X I 5.5 5' s.5 WOOD 42 W MH = MANHOLE V P4 O, 15 G gP� O 5.3 CONC. 3.6 RAMP s BOG�P� O� CONCRETE COVER 48.1' X LP LEACHING POOL 'CJ � I 1 STORY n !n \•PCv O�5 �Pr + W/1-LAc X LAWN o m ACCESSORY o LG _00 MARINA STS CONC. PAD I O ' FOUND POLE X ^ (MONUMENT) 48.1 22-7* J 5.4 s.t 3.8 S 83.43.00.4 E NOTES: X °° 18.38' ` I a 1. THIS SURVEY WAS PREPARED FOR A SPECIFIC PURPOSE, AND IS NOT 1.1 PROPOSED NYS OPRHP INTENDED TO BE USED FOR A TRANSFER OF TITLE OR ANY FINANCIAL FOUNDS \AR EASEMENT AREA I WooD gULKHEAO X1.37.• E s.s2 S OO'2.17' E PURPOSE. E 02 �9' X WALKWIAY 51 2.02'45~ 5 44. W Q S 02*22*540 E 2. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT AND 2)es� o� I E oD 5 O 2 5» E o 2$.54 + Y 5.32' THEREFORE, THE EASEMENTS AND/ORSTENCE OF ANY COVENANTS.GHS OF WAY O RECORD. RIF ANY,nARESNOT J ' s.s7 » �p S 00'55 •IFN °o SHOWN OR ADDRESSED. S ``+ 32.E S 010'29` W �V m 3.PROPERTY CORNER MONUMENTS WERE NOT PLACED AS PART OF THIS \' h 0 25.20' p 3 SURVEY. P� JOO, �ooa 4 P:7'� h 4.SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS PART OF THIS SURVEY. 5. THE OFFSETS OR DIMENSIONS SHOWN FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND r Q CU'i"CHOGUE HARBOR p THEREFORE ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO / 3.87 S 32'15• w 54 E BUILDINGS OR ANY OTHER CONSTRUCTION. : • ���SSS///»> 9.16• O • " r p 8.LOT AREA - 93,588 SQUARE FEET OR 2.148 ACRES. �. S 22'1414 E o 11.26• TAX LOT 22 & 23 Q 9.ELEVATIONS SHOWN HEREON REFER TO NAVD, 1988. N 89"51'08" E LAND NOW OR FORMERLY OF 3 10. BUILDING OFFSETS ARE SHOWN TO FOUNDATION. 14.84' TOWN OF SOUTHOLD O �J • DOCK "BOAT BASIN" p S 83'17057' E o W 10.90' 0 �m m p I 6 KP) � � a ^ Date R.B. DrofFed Revision � p Surveyed by: A.V.R. Checked by C.W. LLI to a o Barrett a N• 0 Bonacci & w Q r NOj' 6��KNEP �� . . . { m o K •-N D COG Van Weele PC w Q 00 "No° 1 0O� Civil Engineers 175A Commerce Drive Hauppauge, NY 11788 D s M75'12'£ o Surveyors T 631.435.1111 Planners F 631.435.1022 a �D Gv www.bbvpc.com o �'( Tax Map: DISTRICT 1000 SECTION 117 BLOCK 8 LOT 18.1 ,�I'` _Certified ons" imted hereon signify that this plat S a N Oof the depicted hereon was mode in PROPERTY ^ ��� i accord Trice�vi the existing Code of Practice for 0 1 . adopted York OCT 2 0 20 ��Associatian�Prlanal�Lar�id Surveyors.State SITUATE O 6o certiRcbt on is 6nly for the lands depicted hereon I and is cerlificofion of tMe,inning or freedom N S U F FO LK o f { + any to the pe' and/or entities listed hereon ■(�_ ro $nl.thold Town Of encum s. Said certifications shall run N aD L....Y_.�Cr�. Tn e,n^� z p O -endies or subsequent ole a additbnal persons, TOWN OF SOUTHOLD SUFFOLK COUNTY N.Y. Z QO Q O S 04-11-29'E entities or su uent owners. , 0 0 3.7.72' r �Vv1 N Unauthorized alteration or "on In -survey FINAL N Is a violation of Section 7209 of New York SURVEY v State Education Law nature shall oI Copies of this survey map not bearing the land su r s embossed seal and sig o LM: FINAL not be considered to be a foie and valid copy © 2016 BBV PC Scale Project No. $ No. o VIEW: FINAL Date FEBRUARY 2,2016 I" = 30 A120278A of ]C