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HomeMy WebLinkAboutTR-9771A Glenn Goldsmith,President ®f S17 Town Hall Annex A. Nicholas Krupski,Vice President ,�®� TIC;) 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly � Telephone(631) 765-1892 Elizabeth Peeples r Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1933C Date: July 5, 2022 THIS CERTIFIES that construction of a 151 sq ft addition including_a one-half bathroom and slightly larger livingroom, oom, At 170 Silver Lane, Greenport Suffolk County Tax Map 41000-47-2-3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated November 30, 2020 pursuant to which Trustees Administrative Permit#9771A Dated December 21, 2020,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for construction of a 151 sq.ft. addition including a one-half bathroom and slightly larger livingroom. oom. The certificate is issued to Louis Bonetti owner of the aforesaid property. • Authorized Signature Glenn Goldsmith, President �QF SO(/Ty Town Hall Annex A. Nicholas Krupski,Vice President ,`O ��� 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III Southold, New York 11971 Michael J. Domino G � Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 Coulm$ BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION. INSPECTED BY: Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, haybalaline/silt, boom/silt curtain 1St day of construction %2 constructed Project complete, compliance inspection . COMMENTS: I,AIT e /4 .1 S�cvu , CERTIFICATE OF COMPLIANC 0/`G X1iri�u� � 2�7� l o I L, AZG rn-W,a � ,.v ffi FRE�CCE E �uN 2 Southold Town Board of Trustees < k JUN :24:20 Southold Town Board of Trustees tiG ' � 0 � C� JUN 2 4 2022 Southold Town Board of Trustees 7 k. �",r,. 1, ♦4 ,r �D ECS E WE JUN 2 4 2022 Southold Town Board of Trustees Eo �I � JUN 2 4 2022 Southold Town Board of Trustees w ' ,F ECSE WE JUN 2 4 2022 Southold Town Board of Trustees r 4 CSCE WE JUN 2 4 2071 Southold Town Board of Trustees v� �y 4 sk .. `Y✓i}- Y � iib .% D E C E 0 W E JUN 2 4 2022 Southold Town Board of Trustees i Maim Diane From: DiSalvo, Diane Sent: Wednesday, December 29, 2021 1:46 PM To: 'loubonetti@yahoo.com' Subject: 170 Silver Lane, Greenport Final Inspection of Permit#9771A was done on December 27, 2021. Trustee Bredemeyer's notes from inspection read as follows: "Can't finalize until drywells or suitable roof drainage is installed as on plans." Dinvue DCSRIVo D f floe Assistn Kt 5outkol,d TowvL Trustees P.D. goX i179 Southol,d, N`( 1:i9 j 1 Glenn Goldsmith,President Qf SO(/jTown Hall Annex Michael J.Domino,Vice-President h�� ��� 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski v' G _ Q Telephone(631) 765-1892 Greg Williams �� �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUS.T.EES 72 HO'URS'PRIOR TO'COWENCEMENT OF THE ACTIVITIES CHEPKED OPF -'BEL"OVV { INSPECTION SCHEDULE Pre-constructf&%ffi bai'e-1ha/silfVd6in/6i1tbUdain 1st day of,coritruc#ion w -%2 copstrUdO -When.project compete, call for compliance igspection; Glenn Goldsmith,President soory Town Hall Annex Michael J.Domino ,`O`� Ol0 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams '� �� Fax(631) 765-6641 �yCOUNT'1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 9771A Date of Receipt of Application: November 30, 2020 Applicant: Louis Bonetti SCTM#: 1000-47-2-3 Project Location: 170 Silver Lane, Greenport Date of Resolution/Issuance: December 21, 2020 Date of-Ekpiration: December 21, 2022 Reviewed by--. John M. Bredemeyer, III, Trustee Project Description: Construct a 151 sq.ft, addition including a one-half bathroom and slightly larger living room.. . Findings: The project meets'all the-requiremehts:for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the-survey prepared by Kenneth M. Woychuk`Land Surveying, PLLC, last dated December 11, 2020 and stamped approved on December 21, 2020. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. 41L 4" Glenn Goldsmith, President Board of Trustees S.C.T.M. NO. DISTRICT: 1000 SECTION: 47 BLOCK: 2 LOT(S):3 APPROVED-BY, BOARD OF IR USTEES TOWN OF SOUTHOLD � DO" � _ Ili ��� •1 , i 11 . DATE D�c�IN�j2 2t 20 I t� DEC -III 2020 i PGard of � U.P• EDGE OF WETLANDS FLAGGED 10/19/2020 E j BY COLE ENVIRONMENTAL SERVICES PAVEMENT )YU.P. O OF EOGE I SIL D RAIL FENCE )N I co o ASPHALT L m DRIVEWAY . 00 I ro R�2 � g I i W � C I Ell 6.9'W 2.0'E-*•.•.•:•:•:•.•• z � '•:•GARAGE;•,•; x j OQ U N. � I .•..•14.3•:.•::.: m 2.4'E R\G�WP�K LAND N/F OF GEORGE LEKKAS i SHOWER 1.4'W 4.5'x7.1' LAND N/F OF 10.9' i ARTHUR CLEMENZ 14.1' M 11.7'N 30.4' I Mi `N WOOD ::..: .:.:... '..: ::1 STY;, n; i DECK ;,)':'FRAME DWELLING::.•::wLo O I 8.4 WCOVER D :. ..rn ................ 13.7 O O ODS '' 15cd .4'::: 2.0' 0 4ROP 73' fir~ o� Q STOOP ADDITIO `Y W/ HALF BATH U NN U �!• X I �� PIP€ m 0 o.s E W. 146.84' o i• 3 N 85 031'40" W 56.00' M5 W1 �y I \ SILVER LANE EXISTING LOT COVERAGE i DWELLING W/COVERED STOOP: 724 S.F. WOOD DECK: 224 S.F. (EXCLUDING PORTION BEYOND PROPERTY) GARAGE: 320 S.F. SHOWER: 32 S.F. EDGE OF WETLANDS ON EASTERN SIDE OF SILVERMERE TOTAL: 1300 S.F. or 21.5% FLAGGED 10/25/2020 PROPOSED LOT COVERAGE BY COLE ENVIRONMENTAL SERVICES PROPOSED ADDITON: 151 S.F. TOTAL: 1451 S.F. Or 24.0% THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA:6,043.80 SQ.FT. or 0.14 ACRES REVISED 12-11 -20 ELEVATION DATUM: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO 774E ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDIT70NAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RU&TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: LOUIS BONETTI; MAP OF: FILED: SITUATED AT: GREENPORT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PUC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Boz 153 Aquebogue, New York 11931 f PHONE (831)298-1588 FAX (631) 298-1588 FILE #220-134 SCALE:1 "=20' DATE:OCT. 1 , 2020 LISC. NO. 050882 maintaining the reoords of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 47 BLOCK: 2 LOT(S):3 1 I U.R t1 EDGE OF WETLANDS FLAGGED 10/19/2020 0IF 9BY COLE ENVIRONMENTAL SERVICES OU.P. fic0 IL F NCE I WOOD RA , I � 7 I ASPHALT — 5 $ DRIVEWAY 00 0 I no � I w 6.9'W GARAGE' 14 3 ca 2.4'E LAND N/F OF SHOWER GEORGE LEKKAS 1.4'W 4.5'x7.1' LAND N/F OF 10.9' I ARTHUR CLEMENZ ' ,:. 14,1' ! WOOD 1 STY I DECK n, � ME DWELLING 1.5' 9.8' W 8.4 15� 13,7 O15.4 : O 15 I " 0D 7 . t. >. ° 00 .a tet. Ln ZG' 4, 73' _ - f 'I,- YU o J CONC. ADD1170 3 STOOP W/ HALF LU � W opf . E W,V 1 .84 r o 146 ' I !_ 3N 85°31'40 56.00, W SILVER i LANE \ EXISTING LOT COVERAGE DWELLING W/COVERED STOOP: 724 S.F. WOOD DECK: 224 S.F. (EXCLUDING PORTION BEYOND PROPERTY) GARAGE: 320 S.F. SHOWER: 32 S.F. EDGE OF WETLANDS TOTAL: 1300 S.F. or 21.5% ON EASTERN SIDE OF SILVERMERE RD.-----.ft-I FLAGGED 10/25/2020 PROPOSED LOT COVERAGE BY COLE ENVIRONMENTAL SERVICES PROPOSED ADDITON: 151 S.F. TOTAL: 1451 S.F. or 24.0% THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA:6,043.80 SQ.FT. or 0.14 ACRES REVISED 12-11-20 ELEVA77ON DATUM. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLAT70N OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO TIME PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: LOUIS BONETTI; MAP OF: FILED: SITUATED AT: GREENPORT TOWN OF: SOUTHOLD KENNETH M WOYCRUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design x P.O. Box 153 Aquebogue, New York 11931 N.Y.S LISC. NO. 050 PHONE (831)298-1588 FAX (831) 298-1588 FILE #220-134 SCALE:1 "=20' DATE:OCT. 1 , 2020 � B82 maiatalninQ the records or Robert J. Hennessy ae Kenneth M. Aoychulc Glenn Goldsmith,, sident OSUFFQ(�C Town Hall Annex Michael J. Dom[hu V_ 54375 Route 25 John M. Bredemeyer III o '` P.O. Box 1179 A. Nicholas Krupski o Southold, NY 11971 Greg Williams � �aolTelephoFaxne (631) 76-1892 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: ;w;�t Completed in field by: ✓c�� Ruth Love on behalf of LOUIS BONETTI requests an Administrative Permit to construct a 151 sq.ft. addition to include a second bathroom and slightly larger living room. Located: 170 Silver Lane, Greenport. SCTM#: 1000-47-2-3 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey s 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: � F Ula w Gt/L `�4 je d v�/ C X k h D) ,r `j 1 C40YI.1 -74Wh /�lv�� �G�c v,3s �,� rv�'1� �essG�n• -fir rQ-�errd�s I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: __e Bredemeyer M. Domino G. Goldsmith N. Krupski G. Williams Other ,f �s�3✓� �, ��r S.C.T.M. NO. DISTRICT: 1000 SECTION: 47 BLOCK: 2 LOT(S):3 I FNOVJ, 3 0 2020 oard VEEDGE OF WETLANDS R FLAGGED 10/19/2020 BY COLE ENVIRONMENTAL SERVICES E p�OU.P. G of Pslaop"VB CE RAIL FEN I WOOD i I ASPHALT DRIVEWAY 00co ' I R;27 $ i i co i 6.9'W 2.o'E••:•:•••.•:.. CIO GARAGE''•; Y I OQ •, U �• m i N C • C� i d '•14.3'• a' 2.4E I R\cK �IP�K LAND N/F OF SHOWER GEORGE LEKKAS i 1.4'W 4.5'x7.1' LAND N/F OF 10.9' I ARTHUR CLEMENZ "0 •io 30.4'......••.••• 14.1' 11.7 N i N WOOD STY' .;':.:NcI DECK ice.- FRAME DWELLING:••;•;• •::• O co . 1.5'W 9.8' — -- - - - -__ - - 8.4' 15.0.•' °� -- — _�- - --- - - -- W 13.7 O I COVER D '.•.: ....•�'•'rn .............. 15.4 0 ................ OD ST00 ............... o Uj I 0 4' I o J 'j CONC. RO ED STOOP A DITION Z U NN w PIPE 0.8E W. I 7 g 146.84' 3 N 8S°31'40" W 56.00' M5 W� I SILVER \ EXISTING LOT COVERAGE DWELLING W/COVERED STOOP: 724 S.F. WOOD DECK: 224 S.F. (EXCLUDING PORTION BEYOND PROPERTY) GARAGE: 320 S.F. SHOWER: 32 S.F. EDGE OF WETLANDS TOTAL: 1300 S.F. or 21.5% ON EASTERN SIDE OF SILVERMERE FLAGGED 10/25/2020 PROPOSED LOT COVERAGE BY COLE ENVIRONMENTAL SERVICES PROPOSED ADDITON: 151 S.F. TOTAL: 1451 S.F. or 24.0% THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:6,043.80 SQ.FT. or 0.14 ACRES ELEVATION DATUM: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF 7HE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 774E ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: LOUIS BONETTI; MAP OF: FILED: SITUATED AT- GREENPORT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 r PHONE (631)298-1588 FAX (631) 298-1588 FILE #220-134 SCALE:1 "=20' DATE:OCT. 1, 2020 LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Noychuk "llf 3 Q 2020 00 ____ _ __ •�.• A H FRONT ELEVATION w SCALE: 114" 1'-0" O w LU o Z LLI=j : z (o Z Lorn � XED aN 'QOO (.0 -- - - - - zap = ti 0 w o.. 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FTG, (2)#4 REBAR 12 ; I I 1 i I I > 1 1 1 1 1 I ` T I •--------------------------- CTION j/jj\ 2 SCALE: 1/4" = 11-0" 2X8 RRI@16"OC 4^ I. 1 1 fy lI �, , , I , ,• , I S , „ „ w ��_____________________________ ___"-`________________ ( : :_ � IIDSTADlLESS SIEEI. 1 1 1 ( ! MUCO SCREWS WI , I , � I�1, I I I WASHERS®11'QC I I � II I I 11 1 1 r�li I 1 1 f I 11^O.0 1r i 1, co I � I � I I I � � � LAYOVER NEW ROOF z � Z � Wc� ON I VY AOA RATFD SHFATHMG I X J I 1 Gw.DE RnNXIo 1 /� (nITERW,TNIVE.7I16'OSB) 1 / Roof= FLAN O O `y./ SI I ' ' 1/2^APA RATiO SHEATHING 7 A f I I ( I I I I I f I ® IAiTEnNRiMVEo)/16"05.81 6CALE: 1/4" - 11-0" ' _o •1D srAvnEss srEEL '' � � /I I I � �// �. � �•J oR ruvwutFD WOOD.GREYS wl WASHER ,d f I , 1�l 1 I , �I cn o.. o co w cn wmoow slu 1II 1 Hh! 11 O - w fj T, , ROOF AREA 574 SQ FT ✓'\ +` l I 1Lz 3p"A➢A RLYMVOD i AT 100% WATER RUNOFF: 96 CU. FT. D R4VU BY: J F PROVIDE (1) 8' DIA X 3' DEEP DRYWELLS DRYWELLS CAPACITY.126.7 CU. FT. 11/2/2016 DRY WELLS TO BE 10' MIN. SCALE: SEE PLAN ti I I I I f =1"nA AWAY FROM HODS DR GALVANIZED WOOD SCREWS W/ tf'^ 1� �+ WASHERS®l3'0 C TzO-G:ERM�,DESTEEL O QWILEn OR O OR wNN 0. Wff ��` ,. •'a' \}r^„.F • �b`J�'r1�,j•-fy�11ty.(t,-�, SHEET o■ UIS0 T-0"D.0 (� ,� WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 6TORM WATER 1�'°f A1�,�C�E1f�ENT � . p; �.:.;w m�;64� �j �. AS PER TABLE 1609.1.4 N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION IF NOT USING IMPACT GLAZING) ��y ' WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" mrd r 1, AND MAXIMUM FANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL {,,I• -'. � j�j �� A+ -'( CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. i1 ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS-SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. 4.P HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. �'f 'TES Y"h^ WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS \ O ENDWALL RAFTER / WALLSTUD CRIPPLE STUD a BOTTOM PLATE RIDGE BATHTUB W 1' HEADER LEDGER YYY DOUBLE JOIST SIDEWALL /� RAFTER �j.6v.{I �-i JACKSTUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS H 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 u HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. F� 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 1-1l4"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 RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD —2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER I LEDGER f BLOCKING 024"OL F-4 A WALL STUD z THROUGH-ROOF EXHAUST v J VOCENTS SELECTED AND W METAL STRAP LATED BY CONTRACTOR CRICKET AT TOP-SIDE OF VENTILATION CHANNEL / RIM BOARD CHIMNEY RAFTER_- AS REQUIRED r"'f SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN MAINTAIN VENTILATION o ., . .• • •• - SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE BLOCKING FINISH WALL AND MOISTURE BLOCKING BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS @413"OL ATTIC SHALL BE PROVIDED WITH A AT WALL--MAINTAIN GAP FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - GUTTER FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF INSTALL 4'0"O.C. �,' THE SPACE VENTILATED. ALL OPENINGS CONTIN.SCREENED VENT WOOD GIRDER 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH C INTIN.SOFFIT/EXT.PLYWOOD INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL r4 - CATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF'A INCH IN DIMENSION. SOFFITED SAVE AND SO AS TO MAINTAIN AIR 8"-14" LSTA30 1-114"x30"18ga.STRAP AND JACK STUDS CONNECT TO GAP TO PREVENT CAPILLARY "RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHORON ALL OPENINGS / EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL4'0"O.C. ACTIONCONNEC" ?O ROOF VENTILATION / OVER BEARING WALLS AND HEADERS L 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACKSTUDS "RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER SOFFITED EAV E DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT • OF FLASHING 2ND.FLOOR WALL ROOFING LAPS BASE FLASHING 4INGHES\ _ BASE FLASHING WRAPS CORNERS, RAFTER RIDGE LAP SAME/ EXTENDS UNDER SHINGLES AT I MATERIAL ASS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT WOOD JOIST TOP PLATE ---- - GIRDER/HEADER J W SIDE WALL FLASHING 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OL WOOD JOIST W AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING ALL EAVES,SID , WALL STUD 7 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGESGES 8 SO RAFTERS INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND • 1 �... 4'-8" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED Co Z Lo KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNECTED 70 A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE Z r RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.C. AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS W Q CV 8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE.f REDUCE BUMP OUTS ON ALL OPENINGS PLATEIWALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF - O ® �1 Lo DBL.SILL PLATE I Z = n' TERMITE SHIELD f --SUSFLOOR —� .-, SILL GASKET !'�` � WOOD JOISTS � p NEOPRENE f 2x6/2x8 CONTINUOUS WOOD PLATE V! O co CONC.SLAB GASKET `^ TVP.CONC.FOUNDATION C A 6 MIL.POLY BOLTED TO STEEL BEAM WITH V J DAM PPROOF EXTERIOR vGRANULAR FILL i I/2"DIA, BOLTS•48" STAG. V J EMIL POLY ON EXTERIOR o.c,4 ' - I W v STEEL COLUMN _ ROOF JACK `\` STEEL BEAM LL v . CONC.SLAB p 4 „ // I I( O�/ A 4"x 1/4"x 8"STEEL 1.f. i d ° o p v COMPACT FILL •p i i � n p " ^ ' ROOFING LAPS � TOP AND BOTTOM PLATE v ° a FLASHING AT WITH 1/2"x 6"ANCHOR BOLT > A' KEYWAY FOOTING o n C'p c-p CONC.FTG. p p`p G USE WITH 3x3 SQUARE WASHERS SIDES AND TOP `, I/2"GROUT o ANCHOR BOLT CONNECTION G; (USP LBPS58 OR BP58:!) p REINFORCING BAR ANCHOR BOLT CONNECTION 10 iGiPB FOUNDATION 518"DIA.ANCHOR BOL I I �- 3"STEEL COLUMN ✓ht ` -'I rJ c ^ o DRAIN TILE p SUPPORTING MAXIMUM SPACING FLASHING LAPS � , � J � SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72"OC TYPICAL BEAM DETAIL 4 SILL PLATE OR FOUNDATION)E TO FOUNDATION TYPICAL CONC.FOUNDATION.APPLY PILASTERS MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"LONG.FTG. CRAWL SPAC2 STORIES 36"OC i WHERE NEEDED FOR STRUCTURAL BRACING. _10M -- ---- STEEL / BOTTOM SEARING }f , ?• �. 1 { WALL BOTTOM PLATE TO FOUNDA_10 57"OC 1-2 STORIES (SLAB-Ort-GRADE)-_--�_ ---------- ROOF JACKS f VENTS DETAIL L. SUBFLOOR CONC.SLA13 / I r 6X6 10!10 WWM GARAGE_�I DOOR FRAME COMPACT FILL DOOR I USE 2X8 �—JOIST DRA" BY: JF FOR BLOCKOUT IF STEEL BEAM 4" SLAB I __ P.T.PLATE LU/6X6 wmm SLOPE DRIVEWAY 1/2"ATR AGE A- • v' -� NOTCH JOIST AND ADJUST HEIGHT 11/2/2016 • '1 1/2! (WITH A NAILING PLATE IF NEEDED) Q' AT END AND �' p °'. '� TO BE APROX.1/2"OR HIGHER THAN IDES OF WOOD c D 'o o �, •; STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE {'--z�- z�-"--' • 4 4 4 %'� BEAMS q o•? (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. - - - - r, e -_'r, ° SCALE: SEE PLAN 12" ° a 4 '1 •4 a 1 o n °.t., p - SUBFLOOR MIN. a c e °c ^ t'4 L1'A A'' • ° �`��NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM I , • e „ , r— •/ q REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM °C C•e.p , .D . REINFORCING BAR o , n �TOIST DRAIN TILE I t—� C ° ° v� •° SHEET METAL/30#FELT UNDER SCAM AT POINT " �)'r` a• � 1 f�-'/'°"'` ".,�'r.: 12" ° OF CONTACT WITH CONCRETE OR CONC.BLOCK •, ST M J" - ° ° 3, - SHEET NO. TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM P TE(BO' BEAMp � REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM ; GARACsE DOOR BLOCKOU7 ——BEAM POCKET Ain Ar 'fA,j� Lldr ' I WIND FRAMING NOTES NAILING SCHEDULE- PLAN CONTENTS: GENERAL N RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION W 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE JOINT DESCRIPTIO NOTES 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 CONSTRUCTION NOTES. TOE-NAIL Z TOP PLATE 10'WALL:4-8d COMMON RAFTER O 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ, FT. OF CONSTRUCTION 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 CEILING JOIST B'WALL:3-8d-8 COMMON EACH TOE-NAIL I�moy, 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-Sd COMMON JOIST W r ` PRESCRIPTIVE 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 FRAMING ELEMENTS CURRENT SBC HIGH H WIND EDITION WOOD FRAME CONSTRUCTION MANUAL r PER N.Y.S. RESIDENTIAL CONSTRUCTION GODS AND I� construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL ® T, , : sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAP ASP FLOOR PLANS CROSS SECTION AND GENERAL NOTES !+1 AS PER TABLE 3.7 EACH FACE ��r�F�����`1111 �' 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60Z meets current federal,state,county and local codes,ordinances and regulations,etc. Wall 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 P4 SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.36.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM- � w 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) ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL �/ r,J First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 �r{ til W 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 Fq O 0 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 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 CITY. SPACING NOTES GAURDRAILS (ANY DIRECTION) 200 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 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, TOP PLATE TO 2-16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION W 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE t GENERAL NOTE PAGE W 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 or exceeds manufacture's specifications cations and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterio 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE O.C. NAIL Sym.: attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION 1!2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE SEE FLOOR PLANS 7).The General Contractor is to consult with the owner for all built-in items gypsum p HEADER 16d COMMON ALONG EDGE NAIL (SMOKE < CO2 D ECTORSJ such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2-16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS IECC 2015 MINIMUM REQUIREMENTS BY COMPONENT TABLE 402.1.2 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the approprial FLOOR JOIST,BAND JOIS 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA , 1).The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEN FLOOD FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi)interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING 20 2.4.4.2 and 2.2.4 respectively. LBS. 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 YES 3).Provide 1!2"expansion joint material between concrete slabs and abutting JOIST T0: ?ER TOE TO HEAVY MODERATE 4-8d COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDE JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 2-8d COMMON4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATENOTES be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIEL 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 2-8d COMMON 5).Unless otherwise noted,all slabs on grade to be 3500 p.s•i..Concrete to be TO JOIST END NAIL �° °� poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1(BOTH FIELD 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 BLOCKING TO: 3-16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 6"maximum lifts(layers). GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4"O.0 8d COMMON 4"O.C. SEE NOTES:1,3 along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE @ @ 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON ,FOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER IS TOE NOTES 7).Dampproofexterioroffoundationwithbituminouscoatingasper DECK AND COVERED PORCH NOTES: 3-BdCOMMON 01ST NAIL �yy TO BEAM THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise rioted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST *DER END the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON 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, W 9 P P 9• ) 9 P 9 9 P W BAND JOIST TO: V?ER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Z t3 .Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMO 9 P SILL OR TOP PLATE FOOT SEE NOTE:1 _ Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 1 f n FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of current SBC High Win ).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Z T z U-) Edition Wood Framing Construction Manual. Use a minimum 112"dia x 7"Ion 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 g 9 AS PER TABLE 3. framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. III Q N below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANE 8d � 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: -� -i U*) Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. Q O O (0 CEILING SHEATHING. NAIL SPACING NAILSPACENGATINTERMEDIAT SHEATHING LOCATIO NOTES z 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 FIEL otherwise. JOINT DESCRIPTIO Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELD where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD - Q 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fi. 5d COOLER O Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10"O.C.FIEL INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 ( )J ( ) 9 6).Concrete piers shall be a minimum 6"above grade. WALL SHEATHING: W 0 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 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 Li- openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fir,to girder(s). JOINT DESCRIPTIO NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL AS PER TABLE 3. 1 For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and 8d COMMON ) g 9 q PANELS WFCM-SBC be used. 1 -` anchors where applicable to all connecting joists. PLUMBING NOTES 7116 OSB 3"O.C.EDGE � (, �IF(rtf` 6d COMMON 2.Tabulated 12 inch o.c.nails spacing assumes sheathing attached to stud framing members with 6).Double up floorjoists under walls that run parallel to the floorjoist and under bathtu 9).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD ) P 9 9 9 Floors to have ceramic tile installed shall be verified for proper load capacity unless not onstruction 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, f , ,` V �y "� WALLBOARD 5d COOLER 1C"O.0.FIELD y" 1 �I ✓ Fji ' on plans. Y 2).Vert septic stem 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. Verify P Y 9� tY P PP 7).Provide blocking/bridgingin floor at 8'0 0.0.Use solid blockingin floor FLOOR SHEATHING: NOTE: { ;1" '• �y ..; , uder all bearingwlls. I I 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY ! l t i A .,,•, provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING �- 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitt STRUCTURAL PANEL 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. 1"OR LESS 8d COMMO 12"O.C.FIEL HVAC SYSTEM NOTES 1}.PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloo THESE NOTES ARE ONLY TO BE REFERRED TO;F FIREBLOCKING REQUIRED DRAV�N BY: JF2) HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed Fireblocking shall be provided to cut off all concealed draft openings(troth vertical and horizontal) equipment supplier. and to form an effective fire barrier between stories p story p over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing ,and between a to sto and the roofs ace. }.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 Fireblocking shall be provided in wood-frame construction in the following locations. 11/2/2016 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls a ontractor and ownerfor final review and approval. is nailed 3"on-center at the panel edge to obtain higher ceilings and over furnace to have 518"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,Including furred spaces,at the ceiling and floor to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 such as shear plates,shall be used to maintain load path. feet. Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed SCALE: SEE PLAN 12).All roof with a pitch less than 4:12 shall be installed with an fee&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, to be reduced tot-16d nail per foot- drop ceilings and cove ceilings. 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates t63).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R31 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces SHEET O■■ under stairs shall comply with N.Y.S.Residential Code. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of flame and products of combustion. 5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. A +ter 1 I A • 1 1 I • 1 1 1 C ice. 1' • 1 1. ,x rfi F i IFr!Y ` N lop-- 10 14 19 t� tt - -�, 15-32 9 A it 2 � ,. _..X4 7a1 l: t.• 10 { / J r e�y x ex mrrxo SoLnI10LD SECTION NO _ -- --.-- NOTICE COUNTY OF SUFFOLK © E Real Property Tax Service Agency Y w.aff 47 �riacr xo Im PROPERTY MUIP 9 ti t].t Maly t2iv w o�nw --v_— �yv--wr-- an mr na P � r�F o.+ t. �� uK ttiE aJMCE.�NCY OFFICE LOCATION: " �� �� � ��� MAILING ADDRESS: Town Hall Annex � � N"mak P.O. Box 1179 54375 State Route 25 r Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971ro Telephone: 631 765-1938 cou ;'A 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: December 9, 2020 Re: LWRP Coastal Consistency Review of LOUIS BONETTI SCTM# 1000-47-2-3. Ruth Love on behalf of LOUIS BONETTI requests an Administrative Permit to construct a 151sq.ft. addition to include a second bathroom and slightly larger living room. Located: 170 Silver Lane, Greenport. SCTM#: 1000-47-2-3. 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 CONSISTENT with the LWRP policies. 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: Damon Hagan, Assistant Town Attorney �~43 RUTH LOVE C/O McCARTHY"MANAGEMENT,, INC., 46520 COUNTY ROAD 48 SOUTHOLD, N. 1.1971 631-765=5815 December 1, 2020 Town of South6_1d; Trustee's P;O.Box 1179. Louis Bonetti, Southold;NI' 11971 IV Silver.Lane, Gieeripoit,NY 11944 E Dear Trustee" , Please,,be advised of themodified;description for the administrative-application submitted.to the Trustee'-s for the above-mentioned location. j , 7 154 sf additioin,;inckides:a i/Z,bathroom and a sliglitlylIarger living room as'indicated gmthe, Joseph Fischetti,PE,Plans-dated 1112/2016". to , ply; Ruth Love - Agent r ._�i e t DEC -9, 2020 Glenn Goldsmith,Presidentso r,T Town Hall Annex Michael J.Domino,Vice-President ,�O ®l4 54375 Route 25 III P.O.Box 1179 John M.Bredemeer Y 4� Southold,New York 11971 , A.Nicholas Krupski G Telephone(631)765-1892 Greg Williams ;�N �O Fax(631)765-6641 !�c©w_ , BOARD OF TOWN TRUSTEES - = TOWN OF SOUTHOLD „M p This Section For Office Use Only Coastal Erosion Permit Application Wetland Permit Application _Administrative Permit Amendment/Transfer/Extension X Received Application:_ M W.20 „ l _Received Fee: $ IW40_ __ __ __ ____ ( NOV 3 0 2020 X Completed Application: Incomplete: SEQRA Classification: Type I Type II UnlistedrNegative Dec. _ Ppsitive Dec. Lead Agency Determination Date. Coordination:(date sent): 'LWRP Consistency Assessment Form Sent: CAC Referral Sent: Date of Inspection: Receipt of CAC Report: -yam-.Technical Review: �+ Public Hearing Held: 12��6�20 Resolution: Owner(s)Legal Name of Property(as shown on Deed): Louis Bonetti Mailing Address:_ 101 Lincoln Avenue, 2G, Mineola,-NY 11501 Phone Number: -__516-987-0953 Suffolk County Tax Map Number: 1000--47-2-3 — -- Property Location: 170 Silver_Lane, Greenport, NY 11944 (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Ruth Love Mailing Address: C/O McCarthy Management Inc 46520 CR 48, Southold, NY 11,971 _ Phone Number: _ 631-765-5815 -- Board of Trustees Appli__-:ion GENERAL DATA Land Area(in square feet): 6,043.80 sf Area Zoning:- R-40 -- Previous use of property: - -Single Family R siden .e - - - Intended use of property: Single Family Residence Covenants and Restrictions on property? Yes x - No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? x Yes No If"Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? x Yes No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes X No Does the structure(s) on property have a valid Certificate of Occupancy? x Yes No Prior permits/approvals for site improvements: Agency Date Town of Southold, Building Dept. CO - 41605 11/16/2020 - Town of Southold}7RA- - -ZBA- 7071 7/25112017 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? x No Yes If yes,provide explanation: Project Description(use attachments if necessary): 151 sf addition,-includes a second hathrnom and a sliahtiv larger livingrnnm � 1 Board of Trustees Apph.__,_.,Uon WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: _ 2nd bathroom and slightly larger living room Area of wetlands on lot: 0 square feet Percent coverage of lot: 24% % Closest distance between nearest existing structure and upland edge of wetlands: 73, feet Closest distance between nearest proposed structure and upland edge of wetlands: : 7�J' feet Does the project involve excavation or filling? - - No x Yes If yes, how much material will be excavated? 16.76 cubic yards How much material will be filled? _ p cubic yards Depth of which material will be removed or deposited: 3! feet Proposed slope throughout the area of operations: _ _na _ Manner in which material will be removed or deposited: backhoe - Statement of the effect, if any,on the wetlands and tidal waters of the town that may result by reason of such proposed operations(use attachments if appropriate): There will be no adverse affect The project is minimum in nature_ 61Z20 Appendix B Short Environmental Assessment Form Instructions forUm Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information - - -- -- - - ----- -- Name of Action or project: Bonetti Addition Project Location(describe,and attach a location map): _170 Silver Lane Green o Y 11944 Brief Description of Proposed Action: Addition of 151 sf, adding a second bathroom, and a slightly larger living room. Name of Applicant or Sponsor: - Telephone: 516-987-0953 Louis Bonetti E-Mail: loubonetti@yahoo.com Address: 101 Lincoln__ Ave 2_G_- City/PO: State: Zip Code: Mineola 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2, Does the-proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: NYS DEC,Town of Southold Trustee's&Town of Southold Building Dept.,Town of Southold ZBA E] FX1 3.a.Total acreage of the site of the proposed action? T4 acres b.Total acreage to be physically disturbed? 151 r acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1_Q acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban [!]Rural(non-agriculture) ❑Industrial ❑Commercial QResidential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. is the proposed action-, NO -YES N/A a.A permitted use under the zoning regulations? ❑ ® ❑ b.Consistent with the adopted comprehensive plan? ❑ ❑ ❑ 6. is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ ❑ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: __ ❑ M S. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? ❑ ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ El 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: LiI� ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: _ ❑ ❑ 11.Will the proposed action connect to existing wastewater utilities? -NO YES If No,describe method for providing wastewater treatment: ❑ 19 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b. Is the proposed action located in an archeological sensitive area? `� _ ❑ ❑ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑x` .❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? ❑ F1 16.is the project site located in the 100 year flood plain? NO YES x 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ 51 a.Will storm water discharges flow to adjacent properties? Ox NO [:]YES YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: NO EYES Qtyw�ll Page 2 of 4 J 18.Does the proposed action include construction or other activities that result in the impoundment of . NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: _ ❑ ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ❑ ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO_- _YES completed)for hazardous waste? If Yes,describe: ❑ ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND AC URATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Louis B011etti a Date:__a--'i 232202, ______ _ Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" - No,or Moderate small to large impact impact may may occur_ occur 1. Will the proposed action create a material conflict with-an adopted land use plan or zoning regulations? EL_ 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ ❑ 3. Will the proposed action impair the character or quality of the existing community? ❑ ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ ( �`� establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or r`-`I1 affect existing infrastructure for mass transit,biking or walkway? El E1_ 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities?- 7. Will the proposed action impact existing: ❑ ❑ a.public/private water supplies? b,public/private wastewater treatment utilities? ❑ ❑ 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 i No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ problems? 1-1 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Board of Trustees Appli�__)Uon AFFIDAVIT Louis Bonetti BEING DULY SWORN DEPOSES AND AFFIRMS THATHE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE'OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATIC►N, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OYTRUSTEES DURING THE TERM OF THE PERMIT. Signature of Property Owner Signature of Property Owner tit SWORN TO BEFORE ME THIS DAY OF ;.20 010 7HOMASJ.McCARTHY Notary Public,State of New York Suffolk County-No.5004790 -— _— - mm'W;icn Ex0-e,N;,vcmier23,W f Board of Trustees Appli__"Trion AUTHORIZATION (Where the applicant is not the owner) i I/We, Louis Bonetti owners of the property identified as SCTM# 1000- 47:11 _ _ _ in the town of Greenport _ _ _ ,New York,hereby authorizes Ruth Love__ _ to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town Board of Trustees for this property. Property Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS- 7 —-- DAY OF A - : 20__M _ THOMAS J.WCARTHY Notary Public,State of New York Suffolk County-f1Ro.5QQ4190 Notary tjblis APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics_prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to vrovide information which can alert the'town of possible conflicts of interest and allow itto take whatever action is necessary to avoid same: YOUR NAME: _ Love Ruth (Last name,first name,rpiddle initial,unless you are applying,in.the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building - Variance _ Trustee -X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map --- Planning - Other (If"Other'-,name the activity.) _ Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X _ If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(whets the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submt� a of 2013_ Signature t!S M-,- Print Name Ruth Love _ Form TS I APPLICANUAGENUREPRESENTATIVE TRANSACTIONAL DISCLOSUU FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to-provide,inforinadon which can alert the'town of_possible conf_licts'orinterest and allow it to,take-arh3tever action is. necessary to avoid same. YOUR NAME: _ Bonett' I Buis (Last name,first name,iriddle initial,unless you are applying in,the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee —X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning _ Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,ntarriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO -- - X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); G)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSI4IP Submitted this23rAda of 200 Signature Print Name Irl? Form TS 1 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM 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-wilt 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- snnp6rtin2facts. If an action cannot 6e 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#_ 47 -- PROJECT NAME_ __Louis Bonetti The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ 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) El (b) Financial assistance(e.g.grant,loan, subsidy) (c) Permit,approval,license,certification: ❑, Nature and extent of action: 151 SF addition to include a 2nd bathroom and slightly larger loving room. Location of action: 170 Silver Lane, Greenport, NY 11944 Site acreage: .14 acreage Present land use: Single Family Residence Present zoning classification: _R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Ruth Love (b) Mailing address: C10 h4cCarrhy Management, Inc 46590 CR 48, Snuthold, N 11971 (c) Telephone number:Area Code( ) 631-765-5815 (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? NYS DEC 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 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 Yes 0 No 0 Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes.F] 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 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 El Yes ❑ No ❑x 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. F] ❑ 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 hazardous 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. nn 1:1YesO No Fx1 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 x❑ 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. El Yes ❑ No ❑x 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 0 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_ Ruth Love TITLE AGENT DATE 11/23/2020