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HomeMy WebLinkAbout1000-70.-4-42OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: November 18, 2014 Re: Proposed Wetland Permit for CARYLANNE & JAMES BAIS SCTM# 1000-70-4-42 Mark Schwartz, Architect on behalf of CARYLANNE & JAMES BAIS requests an Administrative Permit to remove existing deck and replace with new 16'x34' deck with 6' wide set of stairs to ground; and to repair existing 22.5'x40' patio underneath deck. Located: 2655 Calves Neck Road, Southold. SCTM# 70-4-42 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 actions is EXEMPT from LWRP review pursuant to: § 268-3. Definitions. MINOR ACTIONS items "II" which states: II. Additions to an existing building or rebuilt residential structure which results in no net increase in ground area coverage, except where the parcel is located in a coastal erosion hazard area. The proposed action is not located within a coastal erosion hazard area. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS sow-- old Toj�­­ Planning Board 3 All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). 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 gwn;5rls.051— tbi0's.� . website (southoldtown.northfork.net), the Board of Trustees Office wig Department, all ? local libraries and the Town Clerk's office. Iu B. DESCRIPTION OF SITE AND PROPOSED ACTION k L A SCTM# 1000 - 70-4-42- PROJECT o-a-arPROJECT NAME Bais Deck The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. a Board of Trustees ❑ 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: a Nature and extent of action: replace existing deck with larger one, new stairs to grade, repair patio undemeath as W 3 L -lx I LP I t �� l u)A e t'rs Location of action: 2655 Calves Neck Road _Southold Site acreage: 0.90 acres Present land use: Residential Present zoning classification: R4o 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: Mark Schwartz, Archtiect (b) Mailing address: PO Box 933, Cutchoque NY 11935 (c) Telephone number: Area Code ( ) 631-734-4185 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ NoR 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. 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. ❑ Yes ❑✓ No ❑ Not Applicable Thisproiect entails reolacina existing deck with a larger one with new stairs to arade and repairing patio underneath to the existing single family home in a heavily developed. neighborhood. Policy 1 Is not applicable to the project. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation. criteria ❑ Yes 0 No ❑ Not Applicable The subject property does not contain nor does the pro*ect affect historic nr archepIggieal resoorc nor is the pMect located in jstodc maritime area. Policy 2 is not applicable to the project. 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 R No ❑ Not Applicable To the extent that this policy is applicable to the proposed project, visual quality and scenic resources will be protected at the site throunh the protection and maintenance of the well vegetated area buffering the developed portion of the site 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 Ej No 0 Not Applicable Ihe project does W address not affect erosion control stnictures or other arosionMooding control Oollrwy 4 ir. not appliGable to the project 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. Yes No Not Applicable This project will be consistent with Policy 6 for the same reasons described for Policy 5; because there will be no loss of wetlands and because the Matory and regulatory requirements of both the Southold I own I TuMes and the New Y(3rk State Department of Conservation VAll be Wrnp11eTWMT-- 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 1:1 No F.(] Not Applicable The project will neither affect nor have an impact on air quality in the Town of Southold, Policy 7 is not applicable to the project. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III — Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No F±] 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. ❑ YefJ No 0 Not Applicable The project is limited to the upland portion of the property, public access and recreational use of the adjacent coastal waters and public lands and , esoui cm wall not be affected by the project. - Polley 9 is not applicable to the pi eject. 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 The project neither proposes nor affects water -dependent uses. Policy 10 is not applicable to the project. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III — Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable The proiect neither proposes nor affects commercial or recreational fisheries or other uses associated with the living marine resources of Jockey Creek. Policy 11 is not applicable to the project. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 665 for evaluation criteria. ❑Yes r NoF'(] Not Applicable The p pJac t site is neither situated on nor adoacent to agricultural lands Policy 12 is not applicable to the proiect 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 0 Not Applicable PREPARED BY Mark schwa TITLE Architect DATE 10/09/2014 ' — — SEE 9EC. 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ROBERT HJR NYS PLS# P0BOXRIVERNY 1631-722 1/5/XJCT' 9.5 OurW of Property Prepared for: Harry & Katherine Bais Surveyed: 01-12-07 SCT# 1000-70-4-42 Town: Southold Suffolk County, NY r- "=30' .1/ N w E s Cal yes Neck s�o R0ad 8 0000„E 135.00:1 ^� a.o-.+g a Iw«r�d b d ravwpry pipe ry block I Y curb (n ,- drive., y a a Q N � v F � 37stone_— �Z' 45' 34' ' 13' 25.5' Frnrvls aio ! c-alve5 Neck Rood W 52.5' m O N ��,� �' N N 13,E do O ` `I stone wall upper VOtA pGK �TA ♦♦ �p �1t3�f ,.: V G APO r� c(6) I V 1 \ h% 0-21E .2E.21 1 S84°07'09"W Tle Lin .21 bulkhead` - amber _---.----------------- ' 71�c� - • _.• ramp ramp edge of float marsh Creek C j 0 c eY *ZT. 0 N.. Y. d wt. a tk MOdNrblon 7, d qr fLw York Sta4 edatcsw, ltx' -0" capes fro-. tNa o 46 1 of t7w evwy rwk�o .+N m or"1 d H+a k.d sir.w •y kory.�y f -al .MII ba c01D16Mrd t0 Ua voUd my GOPII.' Gr't+l aatWn. t1dIGOtId Aa.YOn atgwly,tliot thY �- by th. Nan Ya 9tc” N.OGlatlal Of PYol l Lmd strvyo.s, sold c.rtlrral 0.4 rvl onMy l0 t/r pw�on Ior rircan tir ani r P•agw4 rad an IV. t»IbN to Lo tW conpvey tai oyn[,y ed I�r�AYp I+.tk+Rbn IY/id�r to t)1a asalyw. d 1� IwdYg Ir�tllvtb�. GMtMkA• 1� o^a rot trOw/army W odtlklonal Y�t1Wtlwr U6 L- r%[ZMM CLC VM I lUlM SCALE: 1/4" = 1' F:j- 'ji 11 ).L1L11 ! � iL � I .�1 I l ! . Ll LEFT ELEVATION SCALE: 1/4" = 1' Z fillNOV 0141 2 Southold Toe�a:T Planning Board OCT 2 8 2014 REVISIONS N Ma) Z u u rtw > < 0 of �z 0 rA CID DRAWN: MH / MS SCALE: 1/4"=P-0" JOB #; August 12, 2014 SITEETN-nIBER: A-1 11r @ 14"T e - 33'-6" 4'-0" 12'-0" 4'-0" 13'-6" ,1 11,-0„ ol 3'-6„ , 13'-0„ ,- ,� .I ,� Amu L EJ (5) 2X12 ACQ UPSEE GIRDER ,"♦ , �' CLQ r FIX- - - (5) 2X12 ACQ UPSET GIRDER 6X6 ACQ POST 12X12 FG COLUMN (FOXED IN) w/ 6X6 ACQ POST ; ON 12"dia. CONC. PIER ' a w/ 24"X24"X12" CONC. FTG. EXISTING BASEMENT 3'-0" BELOW GRADE (TYP.) I ; FOUNDATION PLAN SCALE: 1/9" = I' SECTION— SCALE: 1/4" _ 5'-0" EXISTING E S E PROJECT NORTH N 24"X24"X12" CONC. FTG. SPACE L(J O C_ do 0 o I J i N N Fr 11 :MENT REVISIONS do 0 0 ri N N Fr � N a � ti O oc y O z 0 v �C w U to v� W v' Q U � Q 0 a Q � d O w w z VJ `w i G� F1�SO F-� O 0) M DRAWN: MH / MS sc ku: 1/4"-1'-0" JOB #: August 12, 2014 SITFET NUMBER: A-2 4'-0" 12'-0" 4'-0" ?3'-6„ ' EX. BEDROOM I' (D PROPOSED DECK N N EX. SEWING ROOM EX. BATH EX. PORCH EX. DINING ROOM EX. BATH EX. LIVING ROOM EX. CLOSET EX. DECK O T-? r CD 5 L- E PR03ECT NORTH 1ST. FLOOR PLAN t. 1. N SCALE: 1/4° = 1' ";00,00,� , " Pi REVISIONS do ob a N U L'7 N L r] H u o 7 ,n U , C � U O W Q � W o � O A-. w O P4 a W Z) Q� W � Z 0 � O � U c/)U C) M rn M DRAWN: MH MS SCALE: 1/4"=1'-0" JOB #: Au st 12, 2014 SHEET NUMBFR: A-3 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4' MAX. WIND SEISMIC NOTES FROST QTY. SPACING WINTER ICESHIELD 4" MAX. SNOW SPEED DESIGN WEATHERIN LINE 4' DIA MAXIMUM DECAY DESIGN UNDERLAYMEN FLOOD LOAD 4" DIA. MAXIMUM CATEGORY NAIL DEPTH EACH TEMP. REQUIRED HAZARDS 45 LBS. 120 i SEVERE POST MODERATE SLIGHT TOTO 11 NONE GIRDER/HEADER • U EACH FACE TO BEAM Z MODERATE NAIL JOIST ON LELIC ER ^ F--1 PER IOE TO BEAM 3 - Id COMMO JOIST NAIL BAND JOIST 3 -16d COMMO. PER END TO JOIST � r s• NAIL BAND JOIST TO: PER POST/COLUMN SILL OR TOP PLATE . z TOE NAIL VJ 12"x12"x12• ++� CONCRETE FOOTING u CtPtOlF— C:) Cs7 m 0) C'7 DRAWN: MH / MS SCALP,: 1/4"=V-0" JOR August 12, 2014 SHFL-T NUMBER: A-4 DFCK MCT FTG. CONNFCTION DECKMORCH RAILING LOCATION I USP NUMBER I DESCRIPTION APPLICATION I RAILING POST-TO-GICDERAiEADCC CONNECTION 4X4 POST PAU44 OR WE44 POST / BEAM ANCI IOP APPLY TO EACI 1 FOOTING S Ail 6X6 POST AU66 OR WE66 1POST /BEAM ANCHOR JAPPLY TO EACH FOOTING USE MIN. (2) 1/2' DIA. GALV. BOLTS WITH WASHERS AND NUTS 1-1/2" SPACE MINIMUM HANDRAILS GIRDER I POST GIRDER/HEADER • POST/COLUMN • ". BALUSTERS RIM/DECK JOIST CONCRETE PIER OPEN BALUSTER ATTACHED TO WALL • +a HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST -TO -DECK CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS HEADER/GIRDER-TO-POST CONNECTION SHALL NOT BE LESS THAN 1-1/4' NOR MORE THAN 2" IN LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS (2) BEAMS I PAU44 OR WL44 POST' / BEAM ANCHOR JAPPLY 10 EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3) BEAMS IPAU66 OR WE66 IPOST / BEAM ANCHOR JAPPLY TO EACH PIER FLASHING TUCKED UN DER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW GiRDERMEADER UNDISTURBED SOIL 2 -1/2" DIA. LAG BOLTS W/ WASHERS LAY PLASTIC BASE DIRECTLY ON CONNECTED TO BLDG. C32" CFC UNDISTURBED SOIL (ORGANICS REMOVED) LEVEL BASE STAIR TREAD • • FIT CONSTRUCTION TUBE AND PLUMB POST/COLUMN BRACE TUBE RIM BOARD • • FILL AS PER MANUFACTURES' INSTRUCTIONS STRINGER FLOOR FRAMING 2x JOISTS III=III III ��� III=��� III III III -h BLOCKING FOR JOIST HANGER POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS RIM JOIST 1 ID. a LOCATION USP NUMHFR DESCRIPTION APPLICATION•' 4 4x4 SOLID COLUMN PBS44 / PISE44 / KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DISTURBED / POOR SOIL LAY 4-6" LAYER OF CRUSHED STONE OR 5x6 SOLID COLUMN PIS66 / PISE66 / KC66 POST CAP ANCHOR APPLY TO EACH COLUMN STRINGER, TO DCCIUPORCI I COtJNCCTION GRAVEL I IOLLOW COLUMN SIMPSON STRRI/2 I I.C. ANCI40R APPLY TO EACH COLUMN DECKMORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AS PER MANUFACTURES INSTRUCTIONS WOOD JOIST III III III III III=III=III=III=III=11 WOOD JOIST JOIST BLOCKING CONC, PIER FOOTING BIGFOOT SYSTEMS FOOTING FORM GIRDER/HEADER IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN WOOD JOIST WOOD GIRDER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS GIRDER/HEADER AT LEAST TI IE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF TI IAT PRESCRIBED 1N THE CODE. THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N.Y.S. BASED UPON [CIO EVALUATION SERVICE REPORT FLUSH JOISTS WITH HEADER/GIRDER. SPLICED JOISTS OVER I IEADER/GIRDER ER -5475 AND SUBJECT TO THE CONDITIONS THEREIN. ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. SPLICED JOISTS OVER HEADE2/GI2DER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND IF ABLE. SET FIR JOISTS APROX. 1/4' HIGHER THAN LVL HEADERS USE WITH RT10 TYDOWN ANCHORS LOCATION USP NUMBER I DESCkIPTION APPLICATION TO ALLOW FOR SHRINKAGE. 101ST TO GIRDER/HEADElt I RT10 ITYDOWN ANCHOR 1CONNECT TO EACI-1 JOIST HANDRAIL NOTES: required handralls shall be of one of the following types provided equivalent rraspabil[ty. Type I. Handralls with circular cross section shall have an outslde dlameter of at least 1.1/4 inches and not vreater than 2 inches. If the handrail is not circular it shall have a perimeter dimension of at least 4 inches and not greater than (-1/4 inrhs•s with a maximum cross section of dimension of 2-1/4 inches. Type 11. Handralls with a Perimeter greater than 41/4 inches shall provide graspable finger recess area on both sides of the profile. The finger recess shall begin with a distance of 3/4 inch measured vertically .tom the tallest portion of the profile and achieve a depth of at least 5/16 Inch within 7/8 Inch below the widest Portion of the Profile. The required depth shall continue for at least 3/3 inch to a level that is not less than 1-3/4 Inches below the tallest portion of the profile. The minimum width of the handrail above the recess shall be 1-1/4 Inches to a maximum of 2-3/4 inches. Edges shall have a minimum radius of 0.01 Inches. DECK 4 PORCH NOTES: ). Unless otherwise noted, all framing material to be NI ACQ pressure treated lumber. II fasteners, hangers and anchors to be galvinized •r stainless steel. ). Girders for deck joists to be bolted or anchored to each post or pier with washers and Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a 12-xl2'xl2" thick concrete footing. Use a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. Footings Shall be 4 ft. below grade. 4). Deck joists to have blocking at I'D o.c.. 5). A minimum of 10 Inch flashing shall be Installed between the building and ledger. Lodger to br fastcned to building with 1/2" dia. bolts with washers and nuts at 16" o.c. 6). Concrete piers shall be a minimum 6' above grade 7). All Joists to be supported with hangers and anchors. Each Jolst shall also be anchored to Plyder(s). B). Use simpson hangers and anchors with Z -MAX tripple protective coating or equal for any contact with ACQ. CLIMATIC 4 CEOGRAPHIC DESIGN CRITERIA GROUNE WIND SEISMIC NOTES FROST QTY. SPACING WINTER ICESHIELD 4 - Id COMMO SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN FLOOD LOAD (MPH) CATEGORY NAIL DEPTH EACH TEMP. REQUIRED HAZARDS 45 LBS. 120 i SEVERE 3 FT. MODERATE SLIGHT TOTO 11 NONE NAIL LEDGER STRIP U EACH FACE TO BEAM HEAVY MODERATE NAIL JOIST ON LELIC ER ^ F--1 NAILING SCHEDULE JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING JOIST TO: 4 - Id COMMO PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - Id COMMO END NAIL BLOCKING EACH TOE TO JOIST 2 Id COMMO END NAIL BLOCKING TO: 3 -16d COMMOP I EACH TOE SILL OR TOP PLATE BIOCK NAIL LEDGER STRIP U EACH FACE TO BEAM 3 -IGd COMMO JOIST NAIL JOIST ON LELIC ER ^ F--1 PER IOE TO BEAM 3 - Id COMMO JOIST NAIL BAND JOIST 3 -16d COMMO. PER END TO JOIST � JOIST NAIL BAND JOIST TO: PER SILL OR TOP PLATE 2 - l6d COMMO FOOT TOE NAIL RF,VNIf)KS d© ob O N U rn n M M res � v •O rrU^ ,� v J C] T u 0 a U (� W � z ^ F--1 b ~ WF.., F" O � Q O � � z a o w VJ CtPtOlF— C:) Cs7 0) C'7 DRAWN: MH / MS SCALP,: 1/4"=V-0" JOR August 12, 2014 SHFL-T NUMBER: A-4