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HomeMy WebLinkAbout1000-78.-2-28 _ j L OFFICE LOCATION: OF SO(/jyo MAILING ADDRESS: Town Hall Annex lQ P.O. Box 1179 54375 State Route 25 # Southold, NY 11971 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 G Q Telephone: 631 765-1938 Fax: 631765-3136 OUNTi,~ LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Jim King, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: October 16, 2013 Re: LWRP Coastal Consistency Review for JOHN LYNCH SCTM# 1000-78-2-28 Wetland Permits were not found for any of the proposed structures. JOHN LYNCH requests a Wetland Permit for the existing +/-144sq.ft. sunroom attached to existing two-story, +/-2,000sq.ft. dwelling with attached garage; for existing +/-100sq.ft. shed; and for existing +/-80sq.ft. roof-over swing set. Located: 1020 Glenn road, Southold. SCTM# 78-2-28 It is my recommendation that the proposed actions are INCONSISTENT with LWRP Policy 6.3 (below) and therefore, INCONSISTENT with the LWRP. Aerial photos indicate that the structures were constructed after 2007. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. The structures described were not constructed pursuant to a Town of Southold Board of Trustees review or permit. It is recommended that a vegetated buffer be established incorporating the existing vegetation on site to the extent practicable. 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 FO 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 proposed action will be evaluated as to its sirtnificant beneficial and adverse effects Moon 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, eaeb msww must be exnlaiBed in detail, listing bath sunaortina and non- sunoordur 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 tl~l website (soi tholdtown.northfork.net), the Board of Trustees Off. local libraries and the Town Clerk's office. $EP 1 0 2013 B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 2-2 ou old Town II _ T PROJECT NAME The Application has been submitted to (check appropriate n a ua ' Town Board ? Planning Board El Building Dept. Bo 0 1. Category of Town of Southold agency action (check appropriate response): ! (a) Action undertaken directly by Town agency (e.g. capital ? !j construction, planning activity, agency regulation, land transaction) ? (b) Financial assistance (e.g. grant, loan, subsidy) (c) _ Permit, approval, license, certification: Nature and extent of actio F Pd i J Su ~ ~ ryv ~Ily x A41- -C' l~tirJ~r~ S~c[,{7 %Od ~7~' Location of action: t y (o (Pni? Al/ //1-Q ou//l.~l y Site acreage: Q 6 ,0G'~) 51 Present land use: P Present zoning classification: 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: l1 Gh Gi (b) Mailing address: (c) Telephone number: Area Code (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ? No If yes, which state or federal agency? 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 Tot 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 ? Yes ? No P 4 Applicable 5 I - Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section HI - Policies Pages 6 through 7 for evaluation criteria ? Yes ? N4 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 I.WRP Section HI - Policies Pages 8 through 16 for evaluation criteria ? Yes El Nj~(Not Applicable 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'ot 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 VJ'NotAppficable 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 t)-i 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. ? Ye$: NoRNot Applicable Attach additional sheets if necessary WORHING 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 E4 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. [ ? Yes ? NoYJ-Not Applicable S C I E E S Attach additional sheets if necessary E Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III Policies; Pages ! 62 through 65 for evaluation criteria. ' ? Yes ? No of Applicable Attach additional sheets if necessary S Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP i Section III - Policies- Pages 65 through 68 for evaluation criteria. j ? Yes ? 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Q Q LAYOUT FLANS WALL SECTIONS EXI5TING DUILPbNG bill A all mO (MAX) O (MAX) 3~ O C' 9-0 D D ECEI~E 00 _ o o L 3tOE WALL (A) 5TUDIO FRONT W t o P SEP 1 0 2('13 ~Q P ucro a T,,... ;7 Bwrd of A55EMBLY DETAILS x o M NP SEE ALLOWABLE LOAD P 63"xoo'w 63"x6o'W 63.x7a"D P TABLE FOR PANEL SIZES MINIMUM SLOPE 1:12 II S I • GUTTER FASCIA-~ IOf~O ALE) N 1 O HE FORT BEAM 010 1 O 5LIDING DOOR 0 A01 \ OR OWADLE LIVE LOAD TABLE FOR 16 FT. PANEL (WITH 17 FT. AN) WIWINDOW OPTIONAL) 11!!\L WITH WINDOW ~ PSF 25 P5F 30 P5F 35 P5F 40 P5F 45 P5 0 P5F 55115 F 60 P5F TEMPERED GLA5 P I 4.5"HC 4.5"HC+H 4.5"HC+H 4.5"HC+H 4.5"EPS+H 6"EP5+H 6"EP5+H 6"EP5+H 6"EP5+H 6"EPS+H 3/4" REMOVEABLE PLYWOOD SHUTTERS I FLOOR CHANNEL NOTES FO UDIO CON5TRUCTION DECK/51-AB Alk 1. ALLOWABLE LOADS ARE BA5Ed U 8. PANELS MAY ONLY BE USED IN ROOFS AND WALLS WHERE ® IATION5: CBM=CRAFT-GILT MANUFACTURING THE LESSOR OF THE ULTIMAT CLA55 B OR CLASS II INTERIOR FINISHES ARE PERMITE BOOR P5F = POUNDS / 5Q. FOOT TYPICAL STUDIO 5 .7 14 OR THE LOAD AT SPAN/ a S BY CODE. 1t~ MULLION FT = FEET NOT TO ~ g 2. HC/EPS REFERS TO CB UI L 9. HORIZONTAL JOINTS BETWEEN THE ENDS OF PANEL O W = WINDOW BC = BUILDING CODE PANELS WITH ALUMIN ONDED TO NOT PERMITTED. O HC = HONEYCOMB PANELS IBC =INTERNATIONAL BC O PR TECTION G%DES EP5 = POLYSTYRENE PANELS UBC = UNIFORM BC O HONEYCOMB/P Y RE5 (3 , 41/2' 10. CONTRACTOR TO PROVIDE FALL 0 AND 6" IN T DAGENT PANELS FOR 5UNROOM5 WITH A FINISHED FLOOR LE~Q H =THERMALLY BROKEN NBG =NATIONAL BC ARE CONN INN(~VINYL CLEATS OR Ho. OR GREATER ABOVE AN EXTERIOR 5U At ALUMINUM H-5TIFFENEK 513C = STANDARD BC ~O 3.120 *ND SPEED, 11. STRUCTURAL FRAMING AND CONN 13NN5TALLED P = PANEL MFG = MANUFACTURER ~j S 1 EXP PER CBM SPECS. Q MPH = MILES PER HOUR SPECS = SPECIFICATIONS i/Q P 4. DE F ANEL DEAD LOAD = 5 PSF. 12. CONTRACTOR TO INSPECT ALL EXI5 DITION5 MAX = MAXIMUM 5. 000 INDOW LOCATION5/5IZE5 ARE AND AS NECE55ARY REPAIR AND/OR ACE ALL INTER GEABLE PER MFG'S SPECS. MATERIALS AS REQUIRED TO RENDER EM STRUCTURALLY PROJECT: CONTRACTOR: 6. WIDTH OF 5-WALL MAY VARY PER SOUND AND COMPLETE. CEOF NEWy LYNCH CREATIVE MODERNIZING DOOR / WINDOW LAYOUT UPTO 24FT. 13. AUTHORIZED FOR BETTERLIVING DEALER/MATERIAL5 USE ONLY ~ G101{~~p0' 1020 GLENN RD. 886 JERICHO TPK. 1T-O~ x 1T-0" 7. PANELS MAY ONLY BE USED IN ROOFS SOUTHOLD, NY 11971 5MITHTOWN, NY 11787 STUDIO ENCL051JRE AND WALLS OF ONE STORY BUILDING - CONSTRUCTION: TYPE VB (FOR IBC/ DWG NO.: GENEIZA~ T TYPE VI FOR 5BC AND TYPE 666 DRAWN BY: CJJ ( ) a r V em50-l7xl7-1ynch • c') SCALE: 1" = 75" DATE: 7/22/2003 ~S O ' - N N yt N TYPICAL FRONT WALL CONNECTION DETAIL5 TYPICAL 51DE WALL CONNECTION DETAIL5 I'D 1161 + • 115A 115B 1150 O 120 MPH WIND EXPOSURE B TABLE 115 116A _ ~D P 115A D i Fastener Qty/S acing 116A 1168 g ` 1158 15C Q,. 0 Sect. Fastener' Type Panel S an16' '87 1168 F SEP ~ 1 12' 14 2 2 1 0 C`'3 0 F7 1/4"La Screw 3"Embed. 2 2 2 2 172 115 -A ~I 0VEABLE I - ,S` n5-e F2 #8a3/4"505 a 11 5^ 5° 3/4"REMOVEABLE SHUTT ` w L D ERS I - Ti 5-C F3 #e, 3/a° 501, e 10 n 12 to PLYWOOD 5HU p F1 #8x3/4"51)5 H 10 11 12 14 0 115F 115F 1156 1156 'S 115-D F2 1W65#n5c LM 5 A'Fmxd. 2 3 3 3 a 0 6E 116E uttu'10 T4 F4 1/4'Dbm. Ta -3/4"Embed. 5 6 6 7 8 1166 T - 1151) 115E ' TOTAL NUMBER OF FA5TENER9. C3 716C 1161) 0 O -l 0 Q 115E 715E SLAB/DECK 0 175 SLAB/DECK 1161) l 0 Q' 1151) 115E 116 'k 5ECTION 115 GBM Panel CBM Panel ~r 0 5ECTION 116 V Q` 1-1/4"x5" Lag Screw with 3"x3' x0.1 Fastener Type F1 016"o.c. Al Plate/Washer 018"o.c. (OD each stud) (mldwidth of panel) i 1-#8x3/4" 51)5®Each End #823/4" Tekg6" Same a6 for Continuou5 CBM Silicone Section 115-8 CBM Panel #8CBMx3/4" 51)59,5" Silicone Sealant Inside ~ Sealant (2" minimum width)''"'' #8x3/4" 51)5®12" #8x3/4" SD5®12 348x3/4 SD5 CBM Silicone Sealant #8x3/4" 50509 " 0~ 2 ®Each End CBM Panel Fastener Type (O . 2 - - - CBM Silicone Sealant m ( pt ) Fastener Type F3 #80/4" SDS®wlumn #8x314" 51)5018" w- m #8x3/4" 505®24" #8x3/4" SDble 3-#8x3/4" 505®Each End Shu able Mullion or "H" #8x3/4" SDSetDCOlumn Femovcabl& Shutter Plywood #8x3/4" SD5®6" Shutter Plywood Shutter #8x3/4" 51)506" (Opt. 1) C8M Panel ~88x3j4~15D5~ " SECTION 115-A SECTION 115-B #12x4" LaoO24" (Opt. 2) SECTION 115-C SECTION 116-A SECTION 116-A SECTION 116-5 (ALTERNATE) Mullion or "H„ Mullion or "H" #&3/4 50506" at every CBM Panel 500' Fastener Type F1 #8x Shutter #8x3/4" 505018" 3/4"Removeable fortimberwall: forma6onrywall: Fastener Type Ft Diam. Washer Plywood 3/4" SD5®6" #14x2" Hez ®TB 1/4"x11/2" Nail Anchors ®TB 1" Diam. Washer Al Flashing - Plywood Shutter Fastener Type F4 - Al Flashing #823/4" 5D5018" Al Flashing - Fastener Type F2 1/4'x7-1/2" Nail Anchor 016" for _ Al Flashing Perimeter Joists f Concrete Slab (min. 4/unit) 1/4 x1-1/2" Nail Anchor ®16" for 1L~^ - for W e e k mini. 4/unit) (lei han 24"o.c.) #8x3/4" 51)5018" "x Concrete crete Deck Slab (min. 4/unit) for for Ifor Woodden n Peck min. #14x3" HexO16" for CBM Panel G den 51)5024" WOODEN DECK CONCRETE 5LA5 SECTION 115-E SECTION 116-C Woo (min. 4/unit) 5ECTION 115-D SECTION 115-1) 5ECTION 116-D SECTION 116-E 44&314- 5P5NOTE5 FOR 5TUD10 ENCL05URE CONNECTION5 #82314" 5D5012" #80/4!'505 1. TYPICAL CONNECTION DETAILS FOR ALUMINUM STUDIO ENCL05UKE WITH ROOF PANEL SPANS OF UPTO 18 FEET. 17. WHERE REQUIRED, HEADER BEAM MAY ONLY BE SPLICED AT CENTER LINE OF 248x3/4" 51)5018" 4480/4'5C)5 2. DESIGN LOADS BA5ED ON A5CE 7-02, 120 MPH WIND SPEED, EXPOSURE B CONDITIONS AND 40 P5F GROUND SNOW LOAD. STRUCTURAL COLUMNS. 3. STRUCTURAL MEMBERS SHALL CONFORM TO CBM SPECIFICATIONS. 18. AUTHORIZED FOR BETTERLIVING DEALER/MATERIALS USE ONLY. 4. ALL ROOF PANELS TO BE ANCHORED TO HEADER SUPPORT BEAM U51NG MINIMUM 2" WIDTH CBM 51LICONE SEALANT. 19. ABBREVIATIONS: 2-#8x3/4" 505®18" 4-#8x3/4" 51)5 5. WHERE REQUIRED, APPLY CBM 51LICONE SEALANT ONLY TO SURFACES CLEANED U51NG ALCOHOL. AL = ALUMINUM QTY = QUANTITY CBM = CKAFTBILT MANUFACTURING 51)5 = SELF-DRILLING SCREW 2480/4" 5D5024" 248x3/4" SDS 6. ALL ROOF PANELS TO BE INSTALLED WITH H6 BETWEEN PANELS AND ANCHORED USING BOTH 4-#8x3/4" SD5 (MIN.) 036"o.c. DIAM =DIAMETER TB =TOP AND BOTTOM FASTENED UP THROUGH HEADER ARM INTO EACH "H" AND 1-1/4"x5' LAG SCREW (MIN.) WITH 3'S43'k0X' AL PLATE/WA5HER 018"o.c. EMBED = EMBEDMENT FASTENED DOWN THROUGH PANELS AND EMBEDDED 2" (MIN.) INTO AL HEADER SUPPORT BEAM. FT = FEET 7. SPACING OF #8x3/4" 51)5 0g' IN DETAIL 115-8 MAY BE INCREASED TO 36" o.c. IF H6 = AL-THERMAL H-STIFFENERS SPACING OF #12x4" LAG 024" (OPT. 2)I5 REDUCED TO MIN = MINIMUM 0 8. SPACE COLUMNS IN LOAD-BEARING WALLS NO FURTHER THAN 87' APART. MPH = MILES PER HOUR o.c. = ON CENTER 448x3/4" SOS 9. SPACE FASTENERS AT LEAST 2 x FASTENER DIAMETER FROM ADJACENT OPT = OPTION P 5ECTION 115-F SECTION 115-F FASTENERS AND/OR EOGE5. P5F = POUNDS PER SQUARE FOOT Q #80/4" 51)5012" (at floor level) 10. REPLACE ALL OVERDRIVEN FASTENERS. 2 #8x3/4" 5D5@I8" 11. USE AAMA RATED FENESTRATION PRODUCT5 PER LOCAL CODES. PROJECT: CONTRACTOR.: #r 823/4" SD5®>12'; 12. WHERE USED, A55UME CONCRETE TO HAVE STRENGTH GREATER THAN 2,500 PSI. OF NEW CREATIVE MODERNIZING III--y ~-1I 13. MITER ALL FLOOR CHANNELS AT CORNERS (OK EQUIVALENT). LYNCH V. 101 Y~ #8x3/4" 5D5012" 14. NOTCH AND PROPERLY FASTEN HEADER SUPPORT BEAM AND CORNER POST. 1020 IOS 886 JERICHO TPK. ALUMINUM 15. ALL STRUCTURAL COLUMNS TO BE CONTINUOUS FROM FLOOR TO ROOF HEADER. SOUT SMITHTOWN, NY 11787 STUDIO E U RE 16. ALLOWABLE 5TPE55 IN AL CONNECTIONS INCREASED BY 30% FOR WIND LOADING PER AL ASSOCIATION SPECS. A CONNECTION DETAIL5 for "H" CHANNEL 2-#8x3/4"51)5@18" for MULLION WITH DRAWN Bait JJ_ d DWG NO.. cP - em50 cnx 1208 a 120 MPH - EXPOSURE B WITH DOOR/WINDOW MULLIONS DOORM/INDOWJAMB _ _ _ SCALE: WK a 5%9 k P~ TE:7/22/03 AND DOOR/WINDOW JAMBS SECTION 115-G SECTION 115-G cs SURVEYED FOR:- jolvlj, v LOCATED AT oc Tf /ow TOWN OF oci~/ ~0 SUFFOLK COUNTY N.Y. LOT 12 MAP OF SE T L R~F_ ~5 T~7E5 CO. CLK. NO. 4 g FILED -4, SCALE 1" = ao' ISEP SUFFOLK CO. TAX MAP DATA:- DIST./ooo SEC.1 0 3 BLK. OZ LOT oZa ~o~~ B - cows FRO* swicrum 10 RILArA BbI RY UM j - ON SURVEY, ARE FOR A SPECIFIC USE ONLY, AND I, FOR SHOULD NOT BE USED n n A C~INS s i STR.,CTUR S V ' l a n y n$ ~ L-7CJ /'iL 'TE F'v~ L z ~ n, T N 1L\\SURVEgoz/V =.c: SEAL ,E 1991 SURVEYEDA'~~/ P' 19 w BY Y r0 •••i. `.Y V~•• o oA RAMPART SURVEYING P.C. P/O BOX F _ n a L.I., N.Y. 11946 PILE NO. 1 /