The URL can be used to link to this page

Home My WebLink AboutTR-7512 SOF SO!/T Michael J.Domino, President �� yOIO Town Hall Annex John M. Bredemeyer III,Vice-President 54375 Route 25 519 P.O.Box 1179 Charles J.Sanders G Southold,New York 11971 Glenn Goldsmith �® ® �0 Telephone(631) 765-1892 A.Nicholas Krupski �ycoum Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1340C Date: May 16, 2017 THIS CERTIFIES that the demolition and reconstruction of a new two-story single- family dwelling; non-habitable attic basement with outside stairs, and front and rear decks; remove the entire roof, front porch remove and reconstruct rear sunroom and move from the water by 1'-3/4" construct 312 sf. addition in front of the northeast side of the dwelling with new basement; and install a fence along the north and south property lines and along the front of the property with the conditions of a line of staked hay bales with silt fencing is to be installed prior to construction; the dwelling will conform to Chapter 236 of the Town Code-Storm Water i Runoff Management; a 15' wide non-turf buffer is installed and maintained along landward edge of the bulkhead; At 1595 Bayview Avenue, Southold Suffolk County Tax Map#1000-52-5-9 Conforms to the application for a Trustees Permit heretofore riled in this office Dated February 14,2011 pursuant to which Trustees Wetland Permit#7512 dated March 23,2011,was issued and Amended on April 18, 2012 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for demolition and reconstruction of a new two-story single-family dwelling; non-habitable attic,basement with outside stairs, and front and rear decks; remove the entire roof, front porch, remove and reconstruct rear sunroom and move from the water by F-3/4", construct 312 sf. addition in front of the northeast side of the dwelling with new basement; and install a fence along the north and south property lines and along the front of the property; with the conditions of a line of staked hay bales with silt fencingisto be installed prior to construction; the dwelling will conform to Chapter 236 of the Town Code-Storm Water Runoff Management; a 15' wide non-turf buffer is installed and maintained along landward edge of the bulkhead. The certificate is issued to LOUIS &ELIZABETH MASTRO owners of the aforesaid property. Authorized Signature erg S0 Michael J. Domino,President � y�lO Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25� � P.O.Box 1179 " Charles J.Sanders N Southold,New York 11971 Glenn Goldsmith • �0 Telephone(631) 765-1892 A.Nicholas Krupski �lif'COU Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD AlkA DATE OF INSPECTION: L�-o /Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 st day of construction % constructed Project complete, compliance inspection. INSPECTED BY: c\'tCkxA eA a f COMMENTS: r� o � a v S - v - ,� l "v Q CERTIFICATE OF COMPLIANCE: �, - f MI CC# : C17-37833 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 09/08/2017 under Liber D00012928 and Page 864 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 09/08/2017 SUFFOLK COUNTY CLERK Q. 1101'� JUDITH A.PASCALE SEAL SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 09/08/2017 Number of Pages : 6 At: 02 : 51 : 31 PM Receipt Number : 17-0156326 LIBER: D00012928 PAGE : 864 District: Section: Block: Lot: 1000 052 . 00 05 . 00 009 . 000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $30 . 00 NO Handling $20 . 00 NO COE $5 . 00 NO NYS SRCHG $15 . 00 NO TP-584 $0 . 00 NO Notation $0 . 00 NO Cert.Copies $7 .50 NO RPT $200 . 00 NO Fees Paid $277 .50 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE - County Clerk, Suffolk County F11F21 20Sep 08 02',51 o i ';-"M Number of pages �� A. r Cl E} "PI"�' -g1FFi L[' CCU-17Y L HIC1012"928, This document will be public P 2-66 record. Please remove all Social Security Numbers prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 1 FEES Page/Filing Fee 3D Mortgage Amt. 1. Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. or EA-52 17 (County) Sub Total Spec./Add. EA-5217 (State) TOT. MTG.TAX R.P.T.S.A. ED CC (50Dual Town Dual County � Held for Appointment Comm. of Ed. 5. 00 r Transfer Tax Affidavit • �� Mansion Tax The property covered by this mortgage is ';'Gertifed':`.Copy or will be improved by a one or two NYS Surcharge 15. 00 ` family dwelling only. Sub Total of YES or NO Other Grand Total . If NO,see appropriate tax clause on page# of this instrument. 4 1 Dist. 3472423 1000 05200 0500 009000 5 Community Preservation Fund Rvic R LIIIDOVIII0II�II�I�IIII�I� Consideration Amount Tax SerPA Agency 08-SEP_17 CPF Tax Due $ Verificatio Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD & RETURN TO: Vacant Land a A 1v1�S1 ) CL(7- 0,6TD oa S L' ®w��S TD TD Mail to: Judith A. Pascale, Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# 8 Suffolk County Recording & Endorsement Page This page forms part of the attached ��--��Y cSL�I :)-,(\j made by: (SPECIFY TYPE OF INSTRUMENT) The premises herein is situated in o SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Souu 4& l In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. 12-0104 10/08kk (over) u t IMPORTANT NOTICE , If the document you've just recorded is your SATISFACTION OF MORTGAGE, please be aware of the following: If a portion of your monthly mortgage payment included your property taxes, *you will now need to contact your local Town Tax Receiver so that you may be billed directly for all future property tax statements. Local property taxes are payable twice a year: on or before January 10th and on or before May 31st Failure to make payments in a timely fashion could result in a penalty. Please contact your local Town Tax Receiver with any questions regarding property tax payment. Babylon Town Receiver of Taxes Riverhead Town Receiver of Taxes 200 East Sunrise Highway- 200 Howell Avenue North Lindenhurst, N.Y. 11757 Riverhead, N.Y. 11901 (631) 957-3004 (631) 727-3200 Brookhaven Town Receiver of Taxes Shelter Island Town Receiver of Taxes One Independence Hill Shelter Island Town Hall Farmingville, N.Y. 11738 Shelter Island, N.Y: 11964 (631) 451-9009 (631) 749-3338 East Hampton Town Receiver of Taxes Smithtown Town Receiver of Taxes 300 Pantigo Place 99 West Main Street East Hampton, N.Y. 11937 Smithtown, N.Y. 11787 (631) 324-2770 (631) 360-7610 Huntington Town Receiver of Taxes Southampton Town Receiver of Taxes 100 Main Street 116 Hampton Road Huntington, N.Y. 11743 Southampton, N.Y. 11968 (631) 351-3217 (631) 283-6514 Islip Town Receiver of Taxes Southold Town Receiver of Taxes 40 Nassau Avenue 53095 Main Street Islip, N.Y. 11751 Southold, N.Y. 11971 (631) 224-5580 (631) 765-1803 Sincerely, �. a. to Judith A. Pascale Suffolk County Clerk 12-0104 06/06kd ' P � DECLARATION OF COVENANTS THIS DECLARATION made this _( day of 20 1� , by 1,0U!S t(, , Q_12�bFm 9 residing at aS U I 1 TbW)'J, . hereinafter referred to as "DECLARANT (S) ": W I T N E S S E T H WHEREAS, DECLARANT (S) is/are the caner,( o certain real property located Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section �_, Block Lot which is more particularly bounded and described as set forth in Schedule "A" annexed hereto, hereinafter referred to as the Property; WHEREAS, the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold (hereinafter the "Trustees") pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor, and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS, the DECLARANT (S) therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities; and WHEREAS, as a condition of the granting of a Wetlands Permit to undertake such regulated activities, the Trustees required that a is r--0 91 LL) "non-turf buffer" adjacent to and landward of NOW, THEREFORE, the DECLARANT (S) do/does hereby covenant and agree as follows: Stewart Title Insurance Company Title Number: 623814(S-NY-RR-DM) _ SCHEDULE A DESCRIPTION The land referred to in this Certificate of Title is described as follows: ALL that certain plot,piece or parcel of land,situate,lying and being at Arshamomoque in the Town or Southold, Suffolk County, New York,known and designated as lots numbered 59 and 60 on a certain map entitled,"Map Showing Subdivision of Property known as Summer Haven",belonging to William G. Herx,near Southold, Suffolk County, New York,and filed in the Office of the Clerk of the County of Suffolk on July 5,1933 as map number 1133. 1 I i / jr S fs .ti Certificate of Title (623814(S-NY-RR-OM).pfd/623814(S-NY-RR-DM)18) 1) Upon the substantial completion of the aforementioned permitted activities there shall be established and subsequently maintained IS/ r k Q. 6"34 (- Lot-CA 1C�,L 0-n -�-o 6 L2 "non-turf buffer" as defined by Chapter 275 of the Town Code; and as depicted on the e_ �0%,rdr prepay,4 �-id, kfCh i kC4 X35- e,4 TOL.nb.9 2- !i ✓ and htip-e.:� cZ9��,2 o Ye ��1 C�-- L (9 3, 2-0 2) These covenants shall run with the land and shall be binding on the DECLARANT (S) , his/her/their heirs, assigns, purchasers, or successors in interest and may only be modified after a public hearing and upon resolution of the Trustees . � � �t 4 sotAK"3w -�-Otzw rrU5� e_s CkMh\t N C>-r,d �-t> 5jhpaotQ_ N IN WITNESS WHEREOF, the owner (s) has/have duly executed this instrument this day of - 20 j . IL .41 M OWNER'S WNER'S SIGNATURE fi?, 41�4OWNER'S SIGNATURE STATE OF u)j 0r ss: COUNTY OF ]\`O SS CAU On the day of S �2pyl�j in the year 20il--, before me the yndersigngd, a ztaNotary Public in and for said State, personally appeared I DLA)5 (u � Lthc h rsonally known to me or proved to me on the basis of satisfactory evidence to be the individual (s) whose name (s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity, and that by his/her/their signature (s) on the instrument, the individual or the persons on behalf of which the individual (s) acted, executed the instrument. r otar�ib1ic 2 DIMPI KHANDHARI Notary Public-State of New York qP N0.01KH6357521 Quallfied in Suffolk County My Commission Expires Apr 24,2021 � k '• - - `�'�' `_ilJ ''p IR } - � 51\ ......�. ��.'V.nv. .., .> 'Yn y � , .... ,NM'lh�Vi.. n �..:..,r�..,,:,MY-Y�..- '•y -' :H..eA l`+. .��:J+:• nwded.` '`L Ye_ak;ayyt,,,, V3�e%� y BOARD 1 1 1 1 TOWN TRUSTEES SOUTHOLD, NEW YORKt5' 1 1 PERMIT NO. 1 23, 20 11 ISSUED TO: LOUIS & ELIZABETH MASTRO PROPERTY ADDRESS: 1 1 r1 1 � 1 z.x 1 r 1 / lti"? Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and,in accordance with the Fesolutkoppf the Board of Trustees adopted at the meeting held on March 2011,and in consideration of appli'catibn fee in the11 • $250.00 paid • • : ElizabethMastro and subject to the Terms aind toifilitiofis:6 kated.in the f the-Southold Town Board ofv. i � Trustees authorizes . permits • • �V Wetland Permit to dem 0-figh and frcic6nstruct A,new two-story single-family dwelling, non-habitable attic,basement with outside stairs, and frmt and rear decks; withthe conditionsof a line of staked hay 1 , s with silt fencing1 be installed • 1 (5y 1 construction; the dwelling Will conformi6 Chapter1 of the Town11 1 11 , Water Runoff Management; a 15'wide non-�iri fiuff�r is'ihstalted and maintained alonj4 the ! 1 edge,of the i 1 1 depicted 1 I plan prepared / q• RichArd Boyd dated January1 ( 1,,and stamped 1•pro*6d on* March23,2011. IN VaTNESS WHEREOF,the sai" d Board of Trustees hereb causes itsCorporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. ilg i C3 V 00 R ✓ 1 � k. Wil E 3Y � �� S. ?�',:.1 Yj' vv?r`h('(if X•+:4:/� n"7i .:•A:" r l ! :':rt 'Y t9T vX4" <t•i..KR'.1M i ..K't<9r .d'n +IP ! KFY rvn%((/,S'tF•[:St's-.. ^15 \ „'"'\....� /� 115a°IN ' um / rah •g�a= .� fE/fSYiW`kYi.' .d�„>`„n` ,ussu- ffeu � -'fit, u �, A� ^-n. L-%�t��5�17y� j � an' cs � 0 ,50Ji01 Df WSr�..�LLN, 1 u O 11 Ab(Q=TAMp(fL iro Z N watt oauw,N snevxsAsv °v aul R .'Z ,.e NAIL IN6°>r HEDN E AND DETAILS FOR STRAPING MEMBERS ml ,�r' $$ •+w °e �` Q`O WOOD FRAME GONSTRUGTION MANUAL-2001 EDITION DESIGN NOTES D I iY r'v;--------__"-__'-6,x,8,,,--- _---------w, F w FOLLOW WIND DF-5yrN IIO MPH REQUIREMENTS I _-tea='i��I r r-- r W eNerssY NOT@9 I L�I � �� I I I O�'!1 > DESIGN GALGULATIONS �'w a� °°°E�° LL__I __ _ _1J V/ a °sem" yrwaer� sr�a ° .a..� �a p.°,tea I _--_ i •,r�. Z w R R,$":-.�"e"�$`:Wopd},o,,,,,c�:�L'�`c"',cac-c'":`tL{ ,'o•:a".,a'°°.°.°.d'm w�'q' k _ ___ _______________ ____ �+,�'sc',�v'v'��'F3T � Cfi•"L,�.�a�'�e`f N�� °+r+w,A.,,�.••,.,, Qw,ov,°e¢,nw,v I I I I I I I °, Z: ug nININNi V111FORN DI5TRIEUTED DESIEN LOADS ° jy��""� '� �'xO®�p� • j I I nIp I I ° A � ��r` S @ Y A59 eQUI eNT9 move, °e I IA I I P _ , .".::""r �,��v=�%�'m I°° I •ai 5 i i I Ip 1 i I ale 6 waxe,.°m r Wlw �� -rem .m,.a>e„e I -iii R rr I I I mne,m r„iam"'ie'ieia.a° °'�°'�.w��°�::°w'w°.•."�°.ro �+' �° d I 1 I ` �.,,mva,� I ,°, }I, �eiv�r®a.°Rie°er «w°ic°u• i'er°v, .° "'w".°7";.'^,....r�_r,a,.�._ o J I� k I -+-° I 1 _ `��;� '""°'��aM � �„;; ^�..�°,�,.::'�«�e,�d�.,:� � •�.�°� fir-- � mg :y' :i ar c��O:F'SV°'�°e°a�: rT_ •,m j ,^3 (~ J I I I k•I I I 9 �� o.,n� Vw TEM o•ooe_9g - _ al 8J_ I I k �. en -- -- ---e'•, --• I 41 I I s - - - - - ,� .....,...,°. q1�• � I —W.rr,y°e.-«—,�.,�-*-+i—'8,—„.5.,•t1�Lw�_—� i �3 u"^i'' �.W m +'s`c.�n i�w�i�roo+.�ro m'�w��,°. I �'' I 1• I I 1 I �,i� L--- n, +•••tea a.,maM..a.°+•. �p�& I I jr i =_ SAYVIEN AVENUE' TV.Tr , ° SSR€Y4.ao'/:� p�:� fir”`".'""" ,°.w.,a.v.w.... "•' �� I I a! 1 _ _ d• I I I ' I 1 I I NI wive v-ono�p°�c'c1Dir'ieo�o o_eevin°�e rs"eoan�' -------- --� � i {i WIlmOW C6RESS SCHEDULE(ALL SLEEPING—"91 1 ` aYQ I 9 I ` 1 .�,�,k,,� L 111 ALLOWABLE DEFLECTION OF STHKMtAL MEN10ER5 _-___ L7 x r-- z I- ® - KOT PI AN Ile •, L_.___________J .v. U LL „iio.,uv ur:,00rv.xmaw°,�f•mo�e•rAar°C°awn /� 9 FOUNDATION PLAN '�— .,.x. .M DRAINAGE RIN6 �••°+'• o w.. - ,.°euscun°x A - acrr 40,a]e raH .�e .m ,/e n. LEGEI`ID ,- — �� a••,l�r��fj��+';�tti ll"° cE C �C+,c Rib''�i3r`b�rL°x a-7,Ln,. sew4 a w90 0 vcml..s.er.ewxv,Ivv>IA rca.,am 's«°riii�"sin°�"�pp° � wamurz'Tna"n mm'w xncs g 4 \ w TYPICAL LEACHING POOL SECTIONSINGLE POOL SYSTEM `mo9-72 A-2 • • James F.King,President �o��,OF soaryolo Town Hall Annex Bob Ghosio,Jr.,Vice-President 54375 Main Road ,,��{{,, P.O.Box 1179 Dave Bergen # T Southold,New York 11971-0959 John Bredemeyer co Michael J. Domino �� Telephone(631) 765-1892 �ACOU '� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 18, 2012 Mr. & Mrs. Louis Mastro 25 Compass Lane Levittown, NY 11756 RE: 1595 BAYVIEW AVE., SOUTHOLD SCTM#52-5-9 Dear Mr. & Mrs. Mastro: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., April 18, 2012: WHEREAS, LOUIS & ELIZABETH MASTRO applied to the Southold Town Trustees for an Amendment to Wetland Permit#7512 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated March 19, 2012, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the project complies with the standards set forth in Chapter 275 of the Southold Town Code, and, WHEREAS, the Board has determined that the project will not affect the health, safety and general welfare of the people of the town, and, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees has found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Southold Town Board of Trustees APPROVES the Amendment to Wetland Permit#7512 to remove the entire roof, front porch, remove and reconstruct 0 0 2 rear sunroom and move from the water by V-3/4", construct 312 sf. addition in front of the northeast side of the dwelling with new basement; and install a fence along the north and south property lines and along the front of the property, and as depicted on the plot plan prepared by Richard Boyd Architect last dated February 9, 2012 and survey prepared by Laurence M. Haynes, L.S. last dated February 17, 2010 and stamped approved on April 18, 2012. This is not a determination from any other agency. Sincerely, ,•� James King, Presiden Board f Trustees JFK:lms • o�gpFFO(,� 0 Peter Young,Chairman - Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 �4j01 y Telephone(631)765-1892 T Fax(631)765-6641 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., April 11, 2012 the following recommendation was made: Moved by Peter Young, seconded by John Stein, it was RESOLVED to SUPPORT the application of LOUIS & ELIZABETH MASTRO to Amend Wetland Permit#7512 to remove the entire roof, front porch, remove and reconstruct rear sunroom and move from the water by V-3/4'; construct 312 sf. addition in front of the northeast side of the dwelling with new basement; and install a fence along the north and south property lines and along the front of the property. Located: 1595 Bayview Ave., Southold. SCTM#52-5-9 Inspected by: John Stein, Peter Young The CAC Supports the application with the Condition the drainage for the roof is depicted on the site plan. Vote of Council: Ayes: All Motion Carried JamOgUf FO(,res F.King,President QV O P.O. Box 1179 Bob Ghosio,Jr.,Vice-President Gy� Southold,NY 11971 Dave Bergen y Telephone(631 765-1892 John Biedemeyei T Fax(63 1)765-6641 Michael J. Domino 0 Southold Town Board of Trustees Field Inspection/Worksession Report Date/Time: LOUIS & ELIZABETH MASTRO request an Amendment to Wetland Permit#7512 to remove the entire roof,front porch, remove and reconstruct rear sunroom and move from the water by V-3/4";construct 312 sf. addition in front of the northeast side of the dwelling with new basement; and install a fence along the north and south property lines and along the front of the property. Located: 1595 Bayview Ave., Southold. SCTM#52-5-9 Type of area to be impacted: _Saltwater Wetland _Freshwater Wetland _Sound _Bay Distance of proposed work to edge of wetland Part of Town Code proposed work falls under: _Chapt.275 Chapt. 111 _other Type of Application: —Wetland _Coastal Erosion _Amendment —Administrative—Emergency Pre-Submission Violation Info needed: Modifications: Conditions: Present Were: J. King _B. Ghosio D. Bergen, J. Bredemeyer Michael Domino D. Dzenkowski other Form filled out in the field by Mailed/Faxed to: Date: Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM 'b_ PROPERTY LOCATION: S.C.T.M.N. THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 7� STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN MR6 Tw9n -916 Ti— CERTIFIED BY A DESIGN PRO ESSIONAL N THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION PTEM# / WORK ASSESSMENT Yes No a. What Is the Total Area of the Project Parcels? (Include Total Area of all Parcels located within 'i Will this Project Retain All chStoRainfall on the Scope of Work for Proposed Construction) Generated by I Two(all Inch Rcrea ll on Site? /❑ (s.F.f Ages) (This item will include all runoff created by sRe v b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all — and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of construction activity) (S.F./Aare) impervious surfaces.) 2 Does the Site Plan and/or Survey Show All PROVIDE BRIEF PROJECT' DESCRIPTION IPmvaa Addunmd Pma+e,tv.aaa) ca Proposed ❑ Drainage Structures Indicating Size&Location?This Item shall include all Proposed Grade Changes and ' Ek1 OL IT I o W Pie C pus't C uCT I-a+�1 NEW Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion El e-Oo tA ok THE E WT ITE ?_M F, and sediment control practices that will be used to t / tit control site erosion and storm water discharges. This S�- Mt)UI%Ja. TN6SOMP00M 6t) V- D3j7 3hstorm 'tt.1 Item must be maintained throughout the Entire Construction Period. j<N_I[Cg 1jEC.L * "%111 O N IM F ro ml 312Y 4 Will this Project Require any Land Filling,Grading or I7WTN C to E Excavation where there is a change to the Natural E-LLA.� MW-tA%�ek3 ❑ BL �-tT 1 G Existing Grade Involving more than 200 Cubic Yards PLL w I-LL 'W I L l_ R M At of Material within any Parcell 5 Will this Application Require Land Disturbing Activities ❑ 'J EE ti�hCki�l6 N I Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the ❑ Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving sail Beach? dbturbarwes of one(1)or more acres; Including disturbances of less than one are that 7 Will there be Site preparation on Existing Grade Slopes ❑ era part of a larger common plan that will ultimately disturb one or more acres of tend; which Exceed Fifteen(15)feet of Vertical Rise to J Including Construction activities involving soli disturbances of Was than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for stone water discharges. (SWPPP's Shall mad the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas Or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP-0.10-001.) Surfaces be Sloped to Direct Stone-Water Run-Off ❑ J 1.The SWPPP shelf be prepared prior to the submittal of he NOI.The Not shall be Into and/or in the direction of a Town rtghtof-way? submitted to the Department prior to the oommoncemenl of construction activity. 2.The SWPPP shelf describe the erosion and sediment control practices and where 9 WIII this Project Require the Placement of Material, ❑ / required,post-construction storm wrier management practices that will be used andfor Removal of Vegetation and/or the Construction of any v/ constructed to reduce the pollutants In storm waterdischarges and to assure Item Within the Town Rightof-Way,or Road Shoulder compliance with the terms and conditions of this permit In addition.the SWPPP shell Area?(rota area me uorrededa be svaesvden M Ddvavny Mem.) Identify potential sources of pollution which may reasonably be expected to affect the quality of dorm water discharges. NOTE: If Any Answer to questions One through Nine is Answered vdth a Check Mark 3.AN SWPPPs that require the post<onsbuctbn storm water management prectice in a Box and the construction site disturbance is bobvem 5.000 S.F.81 Acs In arae, component shell be prepared by a qualified Design Professional Licensed In New York a StomhiNater,Grading,Drainage i Erosion Control Plan Is Required by the Town of that Is knowledgeable M Me principles and practices of Stone Water Management Southold and Mud be Submitted for Review Prior to Issuance of Any Building Permit (ROTE: ACheck Mwk(4)wxuer Maea(oreach Oaestim is Recal M a Oarpbk Applralon) STATE OF NEW YORK, COUNT f OF...Al c{S SU V`..............SS That I, h..........µ T. Q.........being drily swum,deposes and says that he/she is the applicant for Permit,(Name of individual signing Document) Andthat he/she is the !)t`1 .......................................................................................................................................... (Owner.Contractor.Agent.Corporate Officer.etc.) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his WN lief;and that the work will be performed in the manner set forth in the application filed herewith. NOYfyPtllg;&mor Nawymk Sworn to beforere this; N0. InOUINISca 2`�g .................�.. ........................da of....illref.Z.�-.....................20�0 Notary Public: � 1 J ......... (Signature of Applicant) FORM - 06/10 March 15, 2012 Project Description for 1595 Bayview Ave, Southold 1. THE EXISTING FOUNDATION WILL REMAIN. 2. THE EXISTING CRAWL SPACE AND PARTIAL CELLAR WILL REMAIN. 3. THE EXISTING FIRST FLOOR DECK WILL REMAIN. 4. ALL THE EXTERIOR WALLS WILL REMAIN, 5. WE WILL ADD TO THE EXISTING WALL TO ALLOW FOR NINE FEET CEILINGS. 6. NEW WINDOWS AND DOORS WILL BE INSTALLED. 7. A NEW 312SF ADDITION WILL BE BUILD IN FRONT OF THE NORTH EAST CORNER OF THE HOUSE WITH A 232SF CELLAR. 8. THE REAR SUN ROOM WILL BE REMOVED AND RECONSTRUCTED FURTHER BACK FROM THE WATER 1'-03/4" AS REQUESTED BY THE ZBA. 9. FRONT COVERED PORCH 10. REMOVING THE ENTIRE ROOF AND INSTALLING NEW ONE. 11. THE SHED WILL BE RELOCEDED TO 40' FROM THE STREET AND 4' FROM PROPERTY LINE. 12. NEW DRIVEWAY 13. NEW ELECTRIC 14. NEW PLUNING 15. NON-HABITTABLE ATTIC. 16. IF REQUIRED DUE TO THE PROPOSED CELLAR AND ADDITIONAL LOADS WE WILL UNDERPIN AND ADD ADDITIONAL FOOTINGS UNDER THE EXISTING FOUNDATION AS REQUESTED. Richard Boyd Architect 206 North Richmond Ave Massapequa,NY 11758 516-797-5080 March 2, 2012 Zoning Board of Appeals Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold,NY 11971 Re: Louis & Elizabeth Mastro 1595 Bayview Ave Southold,NY 11756 Dear Zoning Board of Appeals, We are writing to you in regards to the property located at 1595 Bayview Ave in Southold,NY. The existing foundation will remain. The existing crawl space and partial cellar will remain. If required due to the proposed cellar and any additional loads, we will underpin and add additional footings under the existing foundation as required. The existing first floor deck will remain. All the exterior walls will remain. We will add to the existing walls to allow for a 9'-0"ceiling.New windows and doors will be installed as per the plans provided. A new 312 SF addition will be built in front of the north east comer (street side) of the house with a 232 SF cellar. The side walls will align with the existing house. The rear Sun Room will be moved further back from the water 1'- 03/4" as requested by the ZBA, so a new foundation with exterior walls will be required. A new front covered porch will be installed and will align with the existing exterior side walls. The entire roof will be removed and a new roof will be installed to incorporate the new addition. If you ha a any questions,please feel free to call. Sinc rely, RED A�,y A Ric and Boyd, RA * �' Ar Ulu ; `..WF NE`N 03/22/2012 15:48 5165201972 OFFICEMAX is PAGE 02/05 BOARD MEMBERS Of AUT Southold Town Hall Leslie Kancs Weisman,Chairperson .1�� yp 53095 Main Road•P.O.Box 1179 Southold,NY 11971.0959 James Dinizio,Jr. # Qfte Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Homing 54375 Main Road(at Youngs Avenue) Ken Schneider 'rCQ� Southold,NY 11971 http://southoldtown.northFotk.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765.1809•Fax(631)765.9064 Match 16,2012 Louis Mastro 25 Compass Lane ZIOZ " Levittown,NY 11756 RE: ZBA Application#6530 Dear Mr. Mastro: Transmitted for your records is a copy of the Board's March 15, 2012 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above application for variances. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of this determination to the Building Department. If you have any questions, please call the office. `Siinncerely, Vicki Toth Encl. Cc: Building Dept. 03/22/2012 15:48 5165201972 OFFICEMAX PAGE 03/05 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ,�0� 06 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. IF Office t ocatiow. Gerard P.Goehringer dG' �* Town An=/First Floor,Capital One Bank George Homing '� 54375 Main Road(at Youngs Avenue) Ken Schneider Southold,NY 11971 htxp://southoldtown.northfork.net ZONING )BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765.1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERIVWATION MEETING OF MARCH 15,2012 ZBA FILE: 6530 NAME OF APPLICANT: Louis and Elizabeth Mastro SCTM#1000-52-5-9. PROPERTY LOCATION: 1595 Bayview Avenue,(adj.to Arshamomque Harbor)Southold,NY. SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type Il category of the Stem's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE COD_E_: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Deparmhent of Planning issued its reply dated December 9, 2011 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LAW; This application was teferced for reviewed under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards, The LWRP Coordinator issued his reply dated January 3, 3012, based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property is a nonconforming 9,148 sq. &. lot in a R-40 zone, it is improved with a one story dwelling with attached room and an accessory detached garage. The property has 50.00 feet of frontage on Bayview Ave., 188.00 feet along the southeast property line, approximately 50.00 feet along Arshamomque Harbor and 184.00 feet along the northwest property line as shown on the survey prepared by Island Wide Land Surveyors,dated last update Feb. 17,2010. BASIS OF APPLICATION: Request for Variances from Articles XXII and XXIII Code Sections 280-116(B)and 280-124,-based on an application for building permit and the Building Inspector's November 23, 2011 Notice of Disapproval concerning proposed demolition and construction of a new single family dwelling,at; 1) less than the code required bulkhead setback of 75 feet,2)less then the code required minimum side yard setback of 10 feet, 3) less than the code required total combined side yards of 25 feet,4)less than the code required rear yard setback of 35 feet. RELIEF REQUESTED: The applicant is proposing to partially demolish and reconstruct the existing single family one and a half story dwelling and is requesting relief of 32 feet from a bulkhead where 75 feet is required by code, a minimum side yard setback of 7.9 feet where the code requires 10 feet, combined side yard setback of 18.5 feet where the code requires 25 feet and a rear yard setback of 34 feet where the code requires 35 feet. 03/22/2012 15:48 5165201972 OFFICEMAX PAGE 04/05 Page 2 ora—Mach 15,2012 tnA FaON6530•Mastro CTM: 1000.52.5-9 ADDITIONAL RE&MATION: At the January 5, 2012 hearing the applicants were asked to provide the Board with certification that the existing foundation would support the proposed reconstruction. During the March 1, 2012 homing the applicant's Architect testified that the existing foundation was sdi"to sspport a proposed One and one half story aheiatioldrenovation of the existing dwelling. On March 8, 2012 the Board received a idler dated March 2, 2012 along with an updated site plan from Richard D. Boyd, Architect, describing details of the proposed demolition and reconstruction including which parts of the existing structural elements aced foundation will remain and how the foundation will be reinforced to accommodate any additional loads. The spplicaat's were granted a prior variance#6417 on 1/19/11 to totally demolish the existing dwelling aced construct a now two story dwelling.However due to financial difficulties,the applicants stated that they are triable to prooeod on the bay of the relief previously granted by the Board. AMENDPD APPLICATION: During the hearing,the applicant was asked to bring the plan into more oalformity with the code. On a site plan dated received by the Board March 8, 2012 and stamped by Richard D. Boyd, Architect,the applicant removed the proposed exterior basement steps in the wesftiy side yaM while reseIag the existing non-conforming side yard setback of 7.11 feet, retained the existing non-conformlog oombined total side yard setback of 18.5 tk, and reduced the depth of the proposed seaward sunroom to create a conforming rear yard setback and to create an increase in the proposed bulkhead setback from 32 feet to 32.11 '/ feet , thereby eliminating one variance and bringing the plan into greater conformity with the codes. JND /REASONS F ARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 5,2012 and March 1,2012,at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 5267-b(3)(b)(D. Grant of the amended requested relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The existing dwelling has been in existence for more than 40 years in its present location. The proposed new/renovated/reconstructed dwelling is modest in size, no now non-conformities are being proposed;and it will replace an uninhabitable and neglected house with an attractive and safe home that will enhance the neighborhood A few of the present existing homes in this neighborhood have been reconstructed requiring relief from the present 7oning code. 2. Town Law 5267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method,feasible for the applicant to persue,other than area variances.Due to the narrow(50 feet)width of the subject property,the existing non-conforming combined side yards of 18.5 feet is typical in the immediate area which consists of approximately eleven other fifty foot wide non-conforming lots that was subdivided prior to Zoning of the Town. A conforming bulkhead setback cannot be achieved because of the current location of the existing non-conforming dwelling which the applicant proposes to partially retain and reconstruct in place. A conforming rear yard setback can be achieved and is being proposed in the amended site plan. 3. Town Law 5267-b(31(b)(31. The variances granted herein are substantial. based upon present code requirements. The combined nonconforming side yards represent a 32% reduction in code requirements, the bulkhead setback represents a 44% reduction of present code requirements. However, the existing dwelling is in place and because the applicant proposes to retain the crawl space foundation and most of the exterior walls of the existing dwelling, they cannot create a conforming total side yard and bulkhead setback. No increase in non- conformity is being proposed since the applicant will reconstruct within the existing footprint. 4. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. All storm water runoff will be contained on site. 5. Town Law 4267-b(33)(b)(5). The difficulty is self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 03/22/2012 15:48 51652019 OFFICEMA)C • PAGE 05/05 Vya3hil3-aeardh rS,mtR Mxao CTht rS4 6, gars I ayr 8267-b. Grant of amended relief is the minimum action nocoeseq sad adaQuate to ell" the "how to enjoy the benefit of the reconmwtion of the existing home What preserving and protecting the ehamtaer of the cajoborhood and the health,safety and welbm of the comXTRUAk- RESOLUTM OF TM AQM2 In considering all of the above factors and ilia bebnc*test Now York Town Law 267-B, motion was offered by Member Goebrmgm, saceWW by Member Sc6elder,and duly carried,to the variances as amended ,and shown on the site plan dated V. 8, 2012 and the letter tasted la(erob 2, 2012 also dated reochod by the Boat d signed and sealed by Richard D.Boyd Architect. auBara Any davlatton from the smvry,aha plan and/or archtteelrra/drawings cited tar thio deew9i1€��1rMhI<h►dal�K ... poaatbia dental by rhe Bxildtng Department of a baildtrrg permit and may regain na a e gomwfox dadierbhte the Zoning Board"peals. Any deviation from the vwimroo given such as extensions,or demolitions which arc not shown on the applicant's diagrams or wrytY site map?,arc not audwriaod under this application when involving nonoonformitios under the wring coda. This action does not sudwriac of condone any currant of future use,setback or other feature of the subject Preperty that may violate the Zoning Code,other then such uax+ setbacks and other fwtufes as aro expressly addressed in this action. The Board,eaves the right to substitute a similar design that is do minimts in nature for an aneatoo that does not increase the degree of nonconformity. Vola ofthe/foard• Ayes.•Alembere Weisman(Chairperson), Goshrtnger•Schneider,Dtnwo,Hornft. 7W Resohdion was daffy adopted(5-0). Loslie Kanes Weisman,Chairperson Approved for filing 3 /qp /2012 03/22/2012 15:48 516520197 OFFICEMAX . PAGE 01/05 FAX Transmission Number of pages including cover sheet Attention: EU2 METH �Auea N -- Date: Company:ODP`E-b OF TOWN_ 7l2USr£ES From: El-12 M T M�S"C9-;D Phone: b;1 16S ' 1$OIR Company: Fax: 61 - � b� ' 66�t � Phone: S16- '-46S- 130 Comments: 20t� 1 fy Ca �OA� I= IN'I N G S 3350 Hempstead Turnpike max. Levittown, NY 11756 Fx;5516-520-1960 A . PRESS Phone: on mmmm mein PRINT & DOCUMENT SERVICES Email: impress0130@officemax.com fv � I y _ VA 150 , .�- ,. .� r � r� � . ' ,. ,i . � F ,, • ,,�. - _ ,�: ,� , ; ,�,` .., -��, `� a�f �" I ' r I V. . • �� -. ... � } i • James F. King,President OF S0Uly Town Hall Annex Bob Ghosio,Jr.,Vice-President ,�0� �� 54375 Main Road P.O. Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer G Q Michael J. Domino Telephone(631) 765-1892 Comm Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD APPLICATION FOR AN AMENDMENT TO A WETLAND PERMIT DATE OWNER t dat5d k'.Ll2O.616TN M \I -I o PFLONE 516- 130 ADDRESS QS COMQP.SS I—£y \7C-oWA-)} AGENT PHONE ADDRESS PROPERTY LOCATION ISMS e)NNq V tcw kuF- 10L M3 . TAX MAP NO. Sa— S `q I/We F—L,t 2 kKI H M QST�-O request an Amendment to Permit # 7 51 to R�HOuE TkE ENT(eE Coo F. reopi—, Potts-i T0& tEkL SL)nJ eooN REC10U6 dCEcoNS�RocTE� (au0 IteVG '6 FLoH TNc Wk-lCr. 65 . 1 '- 03/K" 1\YcW tb'6O,T �oN ) t a Sf IN We--t is tis 51 of T14 & H�o�S C— W\1 " CELLt,Q . 10 n�5�� 1x .i ex a�� _ Zk `t--u Signed By: ejglt�OkA SIS 31 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.7512 DATE: MARCH 23,2011 ISSUED TO: LOUIS& ELIZABETH MASTRO PROPERTY ADDRESS: 1595 BAYVIEW AVENUE,SOUTHOLD SCTM#52-5-9 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter I I I of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 23-2011,and in consideration of application fee in the sum of$250.00 paid by Louis&Elvabeth Mas and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish and reconstruct a new two-story single-family dwelling,non-habitable attic, basement with outside stairs,and front and rear decks; with the conditions of a line of staked hay bales with silt fencing Is to be installed prior to construction; the dwelling will conform to Chapter 236 of the Town Code-Storm Water Runoff Management;a 15'wide non-turf buffer Is Installed and maintained along the landward edge of the bulkhead;and as depicted on the site plan prepared by Richard Boyd Architect,last dated January 9,2011,and stamped approved on March 23,2011. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. i March 15, 2012 Project Description for 1595 Bayview Ave, Southold 1. THE EXISTING FOUNDATION WILL REMAIN. 2. THE EXISTING CRAWL SPACE AND PARTIAL CELLAR WILL REMAIN. 3. THE EXISTING FIRST FLOOR DECK WILL REMAIN. 4. ALL THE EXTERIOR WALLS WILL REMAIN. 5. WE WILL ADD TO THE EXISTING WALL TO ALLOW FOR NINE FEET CEILINGS. 6. NEW WINDOWS AND DOORS WILL BE INSTALLED. 7. A NEW 312SF ADDITION WILL BE BUILD IN FRONT OF THE NORTH EAST CORNER OF THE HOUSE WITH A 232SF CELLAR. 8. THE REAR SUN ROOM WILL BE REMOVED AND RECONSTRUCTED FURTHER BACK FROM THE WATER 1'-03/4" AS REQUESTED BY THE ZBA. 9. FRONT COVERED PORCH 10. REMOVING THE ENTIRE ROOF AND INSTALLING NEW ONE. 11. THE SHED WILL BE RELOCEDED TO 40' FROM THE STREET AND 4' FROM PROPERTY LINE. 12. NEW DRIVEWAY 13. NEW ELECTRIC 14. NEW PLUNING 15, NON-HABITTABLE ATTIC. 16. IF REQUIRED DUE TO THE PROPOSED CELLAR AND ADDITIONAL LOADS WE WILL UNDERPIN AND ADD ADDITIONAL FOOTINGS UNDER THE EXISTING FOUNDATION AS REQUESTED. o�gUFFO(�.� • James F. King,President Town Hall,53095 Main Rd. Bob Ghosio,Jr.,Vice-President P.O. Box 1179 Dave Bergen •ZC Southold,NY 11971 John Bredemeyer y'Jy01 �asa Telephone(631)765-1892 Michael J. Domino Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD APR - 9 2012 BOARD OF TRUSTEES: TOWN OF SOUTHOLD -------------------------------------------------------------- In the Matter of the Application of LOUIS AND ELIZABETH MASTRO COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING I,ELI?003 Th O k� TP, , residing at/dba a S C oiy Plus, L& LOU IT-ID" 1-), IJ,-r,. 11,7 being duly sworn, depose and say: That on the )t*d�ay of MAv_c.r+ 201' I personally posted the property known as by placing the Board of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wed., April 18,2012. Dated: � 4L gqiJ� (signature) Sorn to before me this 3 day of Apri X20 /2 NEIGH MEKWAR WAlry�io s of Now vsk IS +� OUWMd in Oueene NotatX Publi�r CamwNon E>�Ires PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: &-12 k 6ETH M Q S-XZ v Address: a s Co M P ks S I AMC- LEO Ni✓- LEO IT i ow +vlrq U.S. Postal Service CERTIFIED MAIL,,,, RECEIPT (DOrnesto Mail OnIY;No Insurance coverage Provided) a N NF147CIAL M Postage $ $0.45 owl IlJ Certified Fee $ 95 76 C3 Return Receipt Fee Postmark -' C3 (Endorsement Required) $2.35 Hera O Restricted Delivery Fee O (Endorsement Required) $0.00 rR pTotal Postage 8 Fees $ $5.75 0312812O12 aFsootroILCSr� II--- /f Oo.; 'V�. -.. ----------------------------- S CVY 1I M1 o. ..--(3-....�_V-�t(� �'t4t1 L----------------P.< - -------------•------------------ wom, deposes and says that on the onent mailed a true copy of the Notice set forth in the Board of Trustees directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office �� Ln I that said Notices were mailed to each of said persons by (certified) (registered)mail. Sworn to before me this Day of Uo �r Q 20 1 2 s "M MEMO ofty Film.aftl EWSWIS Q in QUes C.0{4,� O,Y Not Ubllc CemenMelon Expires July 2I, - Richard Boyd Architect 206 North Richmond Ave Massapequa, NY 11758 516-797-5080 March 2, 2012 Zoning Board of Appeals Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Louis & Elizabeth Mastro 1595 Bayview Ave Southold, NY 11756 Dear Zoning Board of Appeals, We are writing to you in regards to the property located at 1595 Bayview Ave in Southold, NY. The existing foundation will remain. The existing crawl space and partial cellar will remain. If required due to the proposed cellar and any additional loads, we will underpin and add additional footings under the existing foundation as required. The existing first floor deck will remain. All the exterior walls will remain. We will add to the existing walls to allow for a 9'-0"ceiling. New windows and doors will be installed as per the plans provided. A new 312 SF addition will be built in front of the north east comer (street side)of the house with a 232 SF cellar. The side walls will align with the existing house. The rear Sun Room will be moved further back from the water 1'- 03/4"as requested by the ZBA, so a new foundation with exterior walls will be required. A new front covered porch will be installed and will align with the existing exterior side walls. The entire roof will be removed and a new roof will be installed to incorporate the new addition. If you have any questions, please feel free to call. Sinc rely, ED Ate, Ric and Boyd, RA 4 I�j rt JF NE`N� Town of Southold Y m Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM �.j� PROPERTY LOCATION: s.C.T.M.N: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A '4! STORM•WATERr GRADIN0.DRAINAGE AND EROSION CONTROL PLAN '6&h1eT' 'S«�n To[— CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK SCOPE OF WORK - PROPOSED CONSTRUCTION TEEM# / WORK ASSESSMENT Yes No a. What Is the Total Area of the Project Parcels? Will this Protect Retain M Storm-Water Run-Off(Induce Total Area of all Parcels opted within the Scope of Work for Proposed Construction) Generated by a Two(2')Inch Rainfall on Site? / b. Is Item will include all runoff created b site —✓ ❑What is the Total Area of Land Clearing (s.r.r Ages) (Th Y clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of construction activity? impervious surfaces.) (s.P.r Ages) 2 Does the Site Plan and/or Survey Show All Proposed PROVIDE BRIEF PROJECT DFSCRIITION (%colla AtldlbnY PeperuNeeeeq Drainage Structures Indicating Size&Location?This Item shall include all Proposed Grade Charges and IYfN OUT to o.) Nere Col.)ST CULT I D- NEW Slopes Controlling Surface Water Flow. 3 eDoes the Site Plan and/or Survey describe the emislon 0o M a 7NE Et-1T1Q-C ❑ Suter ROOF, and sediment control practices that will be used to a control site erosion and storm water discharges. This 4� HOUIUa THE SOu BOOM t-03M IN item must be maintained throughout the Entire+ Construction Period. F m-M -OEC_IC - 10W 0 I T 1 O N I N F Q o NT 312-'4 4 Will this Project Require any Land Filling,Grading or ITN C E y) MQO-H�gIT 001-6 K1T 1 G Excavation where Mere is a change to the Natural ❑ 1T td t-f I Existing Grade Involving more than 200 Cubic Yards ELL w�� WILL R E '4 /Jl NJ of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities SEE ti�hLt},bE Encompassing an Area in Excess of Five Thousand ❑ (5,000 S.F.)Square Feet of Ground Surface? 6 Is Mere a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP Is required for all Conshuclbn activities imroNing sot Beach? disturbances of ons(1)er more acres; Including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes ❑ are pad of a larger common plan that will uMmately disturb one or more arms of land; which Exceed Fifteen(15)feet of Vertical Rise to J mctudmg Construction activities ImoNing sod disturbances of leas than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has detertNned that a SPDES peropi is required for storm water discharges. (SWPPP'*Shall meet the Minimum Requirements of On SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious F-1for Storm Water Discharges from er Construction activity-Permit No.GP4-10-001.) Surfaces be Sloped to Direct Ston-Water Run-Off IJ 1.The SWPPP shall be prepared prior to the suboittsl of the NOL The NO[shag be Into and/or In the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction actiw5y. 2.The SWPPP shag describe the erosion and sedient wnW practices and whom 9 Will this Project Require the Placement of Material, required,pmt-construction storm water management practices that will be used wftr Removal of Vegetation and/or the Construction of any ❑ J constructed to reduce the Patutants In storm water discharges and to assure completes with the term and conditions of this parrot.In addition,the SWPPP shah Item Within the Town Right-of-Way or Road Shoulder Identify potential sconces of pollution which may reasonably be expected to affect the Areal(TNe res cora Nor IncNde eco hrtaxaon a omewq APran.) quagy of atdrm mWdbchargm. NOTE: If Any Answer to Glnations One through Niru in Answered with a Check Mark 3.AN SWPPPa that require Ma post-conslmctbn storm water management practice in a Box and the construction she disturbance Is between 5,000 S.F.i t Aare mere, component shad be prepared by a qualified Design Professional Licensed in New York a Sturm-Water,grading,Drainage S Erosion Control Plan Is Required by the Town of drat Is krewledgeable In Me Princlptss and practices of Storm Water Management Southold and Must be Satenitled for Review Prior to Issuance of Any Building Parrett. (NOTE: ACheckMM(,F)andhx Amwerfaesch Question Is Required Me Cnmasm/ppdutlon) STATE OF NEW YORK, COUNTY OF........ CA l ti..............SS /hat I,.�. Z. �?tT h..........M.! r .� Q.........being drily sworn,deposes and says that he/she is the applicant for Permit (Name of mdhtduel slgNrig oowmanq..•... And that he/she is the .a! N !:1..................................... ...........................................--..................................................... (Oxman,Contractor,Agent.Coryeran OMcer etc.) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of hiselieF,and that the work will be performed in the manner set forth in the application filed herewith. NONV P f- e ft" Swom to before�ne this; (NE 3 / tti Cq .....................�.......................da of....:�:IC.�f..0�....................,`10.�..`� �p �Qou!QL� Notary Public: .. . ?✓.................................................. V.. (Signature a Applicant) FORM - 06/10 • i James F. King,President ��oF so�ryO Town Hall Jill M. Doherty,Vice-President 53095 Route 25 P.O.Box 1179 Peggy A. Dickerson * Southold,New York 11971-0959 Dave Bergen A John Holza fel �� Telephone(631)765-1592 p ° rm,�� 7Town BOARD OF TOWN TRUSTEES Li=80uthhold TOWN OF SOUTHOLD APPLICATION FOR AN AMENDMENT TO A WETLAND PERMIT DATE 3 ® c{°beA yp It OWNER G��2(kbtG� M S 40 PHONESf6 #LS - 13 0 ADDRESS 25 CoM o/�55 �� 1"e0 + O N 1 , -7 la AGENT M AAs T ftaPHONE C6 3 f UJ��o ADDRESS 20 2-T ►So R (� ¢P, 6Z t,P So U.� _ Y 11 °121 PROPERTY LOCATION 1 Sols �jpN e W Ade A) Y TAX MAP NO. 57 — — I/We t ( 2A�2�vl M P,1,AU request an Amendment to Permit# 7J�1 Z to Re role J Q �t lie e 41z e e 5 ,��< <�n a-ae AOk dv,"'" Signed By: 10/03/2011 16:30 516522 OFFICEMAX PAGE 03/04 October 3 2011 �4 OCT - 4 2011 �P+ E Southha'a' ian r, Board of Trrs_ees j To BOW941 Town Trustees, PO Box 1179 Southold, N.Y. 11971 1 Elizabeth Mastro give permisslon to my father Louis Mastro to amend administrative pernnit#7512 in regards to removing 3 existipg trees on the,p, ,�y 10cated on 1NO Bayview in Southold, N.Y. 11"M. The trees are decayed and they are in the way of new dry wells. Thank you, Elizabeth Mastro 25 Compass Lane Levittown, N.Y 11756 51640&13W SURVEY NO. 0,5-7967 000 5ECTION: 52 BLOCK: 5 TAX LOT: 9 MAP OF PROPERTY TITLE NO. AL-9 17/4 Q s REFE2 TO 5U ff- 64Vk7Y P-V/1f. I /51TUATATT I THE OFFSET5 OR DIMENSIONS SHOWN HEREON, S O✓ T I / OL D FROM THE PROPERTY LINES PURPOTHE STRUC USE [q 9 TOWN OF SOUTI-iOLD ARE FOR A SPECIFIC PURPOSE AND USE: THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE �" ' SUFFOLK COUNTY, N. Y. ERECTION OF FENCES. ADDITIONAL STRUCTURES OR MY OTHER IMPROVEMENT Q _ 7 ? LL 4 oRrsGgT'o LOT NUMBERS: 0 U G = �S J '�F0P, ce- p oo \\SO co oNHP �- ce Z SS X30„ Ro Q O R O 32R\ UNAUTHORIZED ALTERATION OADDITION TO THIS VVV ` SURVEY 15 A VIOLATION OF SECTION 7203 OF THE NEW dm m YORK STATE EDUCATION LAW. }� v V' Q COPIES OF THI5 SURVEY MAP NOT BEARING THE LAND zSURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT I d +I S 2 BE CONSIDERED TO BE A VALID TRUE COPY. O O O iy c GUARANTEES ONLY CERTIFICATIONS INDICATED HEREON 1 1 J J = = 2 t� �J l 84.00' N 52°30'00" o n SHALL RUN ONLY D, THE PERSON FOR WHOM THE 6 \ / SURVEY 15 PREPARED,AND ON HIS BEHALF TO THE TITLE _ - `/ ^` A COMPANY GOVERNMENTAL AGENCY AND LENDING IN- i I I, O THE LENDING LISTED HEREON,AND TO THE PSOR EES OF Q r r 4, ; , \ ^ VVV THE LENDING INSTITUTION. GUARANTEES OR CERTIFI- f'3`Cg2 CnIM -*i f`'<sa Ol �`'<s, iss L" lO CATIONS ARE NOT TRANSFERABLE TO ADDITIONAL IN- 82-7 1 a IUz FRAME N O 5TITUTION5 OR SUBSEQUENT OWNERS. w l 1 z 00 �a� ARAGE o _ 114311Q Q m GUARANTEED :- J 1- ,D�W2- uNw m LDUfS B ELIZABETH MASTRO m°a 82' �� `[ ;3`2^ COMMONWEALTH LAND TITLE /N5. Co. C) — -w - ` — — AMERICAN LAND SERVICES 1 S 1 I Q a �,.a , o V Q° EL=12.61 /595 \°"P 3n `\ O _ 36'- L m =U' Z z ttIIY [. 3' �' 97�-9a A EWA m w I 1E 0a;o3 o s o os6 \° F<® °a DRIVEWAY o 51-RVEYED :MAY l6, 2008 5u2VEy L1PR �-Ev LIM# KEW L F E N c E °°' �W'j FEB. t7, 2O LO nF NLc z°N ° �`� HEDGE ••N• ` I +I+I +I zl �OUNDNT o °o 0 0 0 5 52°30'00" W 1 155. 00' y °9 -i LL u 1 2 V Q FILED MAP 5012h ISLAND W LA S PROPE5_)A0NAL LAND E CIN 5 199 LAFAYETTE DRIVE, 5Y055ET, N.Y. 11791 PhIONE: I-8GG-808-5800 FAX: 51G-496-1792 5 0• RECORDS OF WALTER I BROWN,GUSTAVE A.ROULLIER d ROBERT A. HAYNES WIDE DRAFTED BY B. G. MAY 19, 2008 o � z o ® [L T- 4 o Lu Lp _ARSHAMOMQUE HARE50R E%15iIN6 RO',5E 90'-I 9H' ^ y3 -- Ew511N69'4" Lu EXISTIN616-10 BH' EXISM 6'fi' AA�--44 w > °o IO i�t'Eio uNRTIn4"A?gTrPi4 �e°u :'li'•3 IDa0a4'KOCH1XI�TINII B Q 4 — REMOVE REAR NULL q cn mI o m Exlsrm- Ive YARD seT B'��A�cK =s - - __ _ _ - - !yyM��:: I ^ PROP09ED 91DE YARD 9ET OACK • T-11' II B/ Lp y Z E%ISTING SIDE YARD SET 5AOK • 50'-6 3/4" 5 EP5 P0.0P09E09OEYAR0 EET 6ACl•10'1'R00.0GFED OYER FOR<H r'- - - - - - - - - - - - - - - -I V4RD SET BACK Ta HGH WATER LNG \II \ `t O E%19TMG RBAR YARD SET BACK • 36'-O' /b,DIA , 9 m pROP09E0 REAR YARD 9ET BACK•36'-O 3/4' r MIN v/,RDRSEe�TRBACK TO CCNCRETE_B WALL STEPS 7��/ M a I PROPOSED REAR YR ORAYR pRA 9ET BACK•392'-Y� N4' EDUCED E%15TIN5 NEW LEWHIN5 POOL -N EXI5TINIS 1 - 14' I § !a ROOM BY 1'-0' 1 � 00 $�O�L�ID COVER. 2 POOL 12'•OI II D9 1113'fV61F0"'TRIN6.PRL4E$EJ \ REMOVED ONE I'-O 3/4" o 9 I7J P 55AMIUU I GRAVEL Ai FERIMEIER py� 5� /�BELLOW R11�. \ T-II' OFF OP THE REAR SIDE 15TI of THE EXISTING c EXISTNGO STORY STRUCTURE DNELLIN5 WITH IFN ROOF I T m uN 6,8• PROPOSED \2 EX15TI LEGEND LY Z ONE (I) 1 STORY I EXI5TIN5 ADDITION 10' ® Ey,15TIN60TSTORY W n 9971DVfflLIN5 a 1O BE REMOVED T-51/4' Ew5rR.S GRANA.SPACE Q �p 10'•2':. .I Ew5TIN6 IWEL0NTH HEN 1 3 ® OLIN6 NTN HEN ROOF FWNDATION %IE STING 90TO REMAIN g , TO REMAIN r F PROPOSED pROp�� N STORY LIVING ROOM 0 1 MIIA 1 1 COVERED OVE ED A001TICN a > a � o KITCHEN 0 KITH at w I0.17 i u � rc , •�._-T'r '1 RELOCATED I �g/ 1111 , I GARAGE/SHED FROM FOXATION KALL Ew57INS CELLAR q i5 ORI6E 5''OE%5TIN6 FLIMOATION '� 7S' TO REMAIN ' - i CT o 1 I TING mA ti , ° °I > ml m � *` 4 LP To TN W Q 1 57-11' EXISTING CRAHL SPACE -----�- -N ----' J�___ -- -I ." f`�OFNE'N�6 5 517' 30' 00" E 50.00' S� T' BEDROOM CELLAR T c FOYER r < 4'COX 51-AE OVER 6 _ q -�Tr" 4 '� MIL VAPOR BARRIER ' o OVER WELL 4V COMPACTED FILL !. Oa CL 01 N 0 0 c B�AY�/ EW AVENUE �";00 .r J, _ -j6114' 6" 4" a 6 2'-q 6'-7 U2" 5 4- '-0 I/4" °rrI�C2 LLOfiET 4 BATH LIL ALIGN — 1. LLI Lu 4 ry $ C� o / �` / FROSTING 11 9'-61/4' 1 1/4' n 11L ,n N MATCH EX19 1Mcl- COVERED EN1RY 4 % Z o I - • I _ I � I _ _ I I I � I I T DN �L - - J L _ - J L - - J L - - J L -i CLIENT MASTRO / �� / 91/D' 7N' T•I I/D' 7.1 I1 17.2 VD" 97/D" PATE 9 17/D' T-I UB' T'-I UD" T-0' 6'-10' 9 17/D' , MATCH E%IS}IN6 HOUSE 90'-19/MAXH Ew5T1%) DRWn BY SC PROP05ED PLOT PLAN =��' �OUINDATON PLAN CHK'D BY 5117E INFORMATION OBTAINED FROM SURVEY PREPARED BY SGALE:I = I/4" = I'-0" DATE 44/97/09 ISLAND PUDE LAND 5URVEY095 PROFE5510M LAND 4 CITY RAVEYOR5-MAY 10,2010 \ FIRST FLOOR PLAN �'11nn 1 EXISTING 842 5MAR.E FOOT PROPOSED 512 SQUARE FOOT 5GALE: = 1/4" = 1'-0" DATE DATE ISSUED MR a MRS MASTRO 2/914FOR REVIEW 2/9/922 L9SED FOR PERMIT 1595 BAYVIEW AVE SOUTHOLD, IVY APPROVED BY BOARD OF TRUSTEES TOWN OF SOUTHOLD 'DATE y�r8/,/z OB NO. / ®9=72 SHEET NO, A- 1 0 ' 0 q 0 GABLE VENT 1X2 OVER 2XB FACIA 0 6" FREEZE BD ® � " / } ARCHITECTURAL ASPHALT SHINGLES (TYP) ^ / VINYL SIDING AS SELECTED ^ 91-AL/ BY OWNER - TYPICAL7F] r7 M FLASHING - TYPICAL Ll `o. W11 Q cn B" FACIA W/WHITE GUTTER (TYP) Lo ILo 0 HEADER - TYPICAL MACK ^LK N nIF III Is T 10' TAPERED COLUMN (TYP) L11 I STRUCTURE m 0 m 010U � EXISTING -�. ELEV FIR 7=1-0'--0' 0 � m � i FRONT ELEVATION SIDE ELEVATION O � 56ALE, = 1/4" = I'-O" 5GALE. = 1/4" p0 � x U x N RED AR�y PRO O. /! qp, uzo1�O GABLE VENT F O 0 A 1X2 OVER 2X8 FACIA U) 6" FREEZE BD 0 ARCHITECTURAL ASPHALT SHINGLES (TYP) VINYL SIDING AS SELECTED Lu BY OWNER - TYPICAL Lu FLASHING - TYPICAL Lu LEDS U) W FACIA W/WHITE p GUTTER (TYP) F 0 0 MOOVEDVED I b BACK cuEnT MASTRO osre EXISTING STRUCTURE -- -- PRwn DY Sc GHWID BY EXISTING LLJI PATE 11/17/09 FIRST FLOOR Y ELEV = -O'-O" REVISION& DATE ISSUED 11/4/11 FOR PERMIT 1/9/12 WED FOR PERMIT REAR ELEVATION SIDE ELEVATION SCALE: = 1/4" = 1'-0" SGALE: = 1/4" = 1'-0" .IOS NO. 09=72 SHEET NO, A-2 0 �gUFFO( Jill M. Doherty,President ��. Clp Town Hall,53095 Main Rd. Bob Ghosio,Jr.,Vice-President %; P.O. Box 1179 James F. King Southold,NY 11971 Dave Bergen Telephone(631)765-1892 John Bredemeyer Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 st day of construction % constructed Project complete, compliance inspection. INSPECTED BY: COMMENTS: CERTIFICATE OF COMPLIANCE: Jill M.Doherty,President so Town Hall Annex Bob Ghosio,Jr.,Vice-President �� l� 54375 Main Road P.O. Box 1179 James F. King 411 411 Southold,New York 11971-0959 Dave Bergen G C John Bredemeyer �a Telephone(631) 765-1592 � OUNT 41 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line Ist day of construction '/2 constructed Project complete, compliance inspection BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7512 DATE: MARCH 23,2011 ISSUED TO: LOUIS & ELIZABETH MASTRO PROPERTY ADDRESS: 1595 BAYVIEW AVENUE, SOUTHOLD SCTM#52-5-9 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 23,2011,and in consideration of application fee in the sum of$250.00 paid by Louis&Elizabeth Mastro and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: t Wetland Permit to demolish and reconstruct a new two-story single-family dwelling, non-habitable attic, basement with outside stairs, and front and rear decks; with the conditions of a line of staked hay bales with silt fencing is to be installed prior to construction; the dwelling will conform to Chapter 236 of the Town Code-Storm Water Runoff Management; a 15' wide non-turf buffer is installed and maintained along the landward edge of the bulkhead; and as depicted on the site plan prepared by Richard Boyd Architect, last dated January 9,2011, and stamped approved on March 23,2011. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. Oy '1 o e m TERMS AND CONDITIONS The Permittee Louis&Elizabeth Mastro residin at 1595 Ba iew Avenue Southold New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: , rd of Trustees and the Town of Southold are released from any and all 1That the said Boa damages,or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request an extension may be made to the Board at a later date.. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. g. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90) calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. Jill M. Doherty, President so Town Hall Annex Bob Ghosio,Jr.,Vice-President ,`O 54375 Main Road P.O.Box 1179 James F. King Southold, New York 11971-0959 Dave Bergen G Q John Bredemeyer Telephone(631)765-1892 �ly�,oU Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 23, 2011 Mr. & Mrs. Louis Mastro 25 Compass Lane Levittown, NY 11756 RE: LOUIS & ELIZABETH MASTRO 1595 BAYVIEW AVENUE, SOUTHOLD SCTM# 52-5-9 Dear Mr. & Mrs. Mastro: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, March 23, 2011 regarding the above matter: WHEREAS, LOUIS & ELIZABETH MASTRO applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated February 14, 2011, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on March 23, 2011, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 * 9 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of LbU1S & ELIZABETH MASTRO to demolish and reconstruct a new two-story single-family dwelling, non-habitable attic, basement with outside stairs, and front and rear decks; with the conditions of a line of staked hay bales with silt fencing is to be installed prior to construction; the dwelling will conform to Chapter 236 of the Town Code-Storm Water Runoff Management; a 15' wide non-turf buffer is installed and maintained along the landward edge of the bulkhead; and as depicted on the site plan prepared by Richard Boyd Architect, last dated January 9, 2011, and stamped approved on March 23, 2011. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of $50.00 per inspection. (See attached schedule.) Fees: $100.00 Vetruly yours, M • Id� Jill M. Doherty President, Board of Trustees JMD/eac Jill M.Doherty,President ��QF SUOry� Town Hall Annex Bob Ghosio,Jr.,Vice-President 54375 Main Road yy P.O. Box 1179 James F. King # T Southold, New York 11971-0959 Dave Bergen CP John Bredemeyer0 �O Telephone(631) 765-1892 3 C� UN111 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: /_Ou s Please be advised that your application dated rek C-LKg ' has been reviewed by this Board at the regular meeting of a3, 020 I/ and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 15Y Day of Construction ($50.00) '/2 Constructed ($50.00) X Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days ogre-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ X00 C/ BY: Jill M. Doherty, President Board of Trustees �o�gpFFOy�CQ • ti `fi Peter Young,Chairman -'� Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O. Box 1179 Southold,NY 11971 Telephone(631)765-1892 Fax(631)765-6641 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., March 16, 2011, the following recommendation was made: Moved by Audrey Horton, seconded by Meagan Burke, it was RESOLVED to SUPPORT the Wetland Permit application of LOUIS & ELIZABETH MASTRO to demolish and reconstruct a new two-story single-family dwelling, non- habitable attic, basement with outside stairs, and front and rear decks. Located: 1595 Bayview Ave., Southold. SCTM#52-5-9 Inspected by: Meaghan Burke, Audrey Horton The CAC Supports the application with the Condition of a 15' non-turf buffer, installation of staked hay bales and a silt fence maintained throughout construction, and drainage is addressed by re-grading the surface area away (landward) from the top of the bank. Vote of Council: Ayes: All Motion Carried .M I fiff — ,e -"- r, h01d view Avg..,. �gUFFO( Jill M.Doherty.President �QV 'SCO P.O.Box 1179 Bob Ghosio.Jr.,Vice-President Southold,NY 11971 James F.King y ? Telephone(631 765-1892 Dave Bergen l;; Fax(631)765-6641 John Bredemeyer Southold Town Board of Trustees Field Inspection/Worksession Report Date/Time: ( " ✓ I ` LOUIS & ELIZABETH MASTRO request a Wetland Permit to demolish and reconstruct a new two-story single-family dwelling, non-habitable attic, basement with outside stairs, and front and rear decks. Located: 1595 Bayview Ave., Southold. SCTM#52-5-9 Type o!,area to be impacted: water Wetland _Freshwater Wetland —Sound _Bay Distan of proposed work to edge of wetland Part Town Code proposed work falls under: apt.275 _Chapt. 111 _other Type of Application: _,b(/etland _Coastal Erosion _Amendment —Administrative—Emergency Pre-Submission Violation Info needed: fien -A-Is Modifications: Conditions: Ay_ v ._ v-s -4 lArc(4-W P sent Were: _V/King J.Doherty _J Bredemeyer 0--Bergen Ghosio, D. Dzenkowski other Form filled out in the field by !�tl t. Mailed/Faxed to: Date: BOARD MEMBERS • • Southold Town Hall SOF so Southold Leslie Kanes Weisman, Chairperson �0� Q� 53095 Main Road•P.O. Box 1179 Southold,NY 11971-0959 James Dinizio Office Location: Gerard P. Goehringer G Q Town Annex/First Floor,Capital One Bank George Homing %`7let � i� 54375 Main Road(at Youngs Avenue) Ken Schneider "COUKry N Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765.1809• Fax(631)765-9064 January 21, 2011 Louis and Elizabeth Mastro 25 Compass Lane Levittown,NY 11756 Re: ZBA File#6417 Dear Mr. and Mrs. Mastro: Transmitted for your records is a copy of the Board's January 19, 2011 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above application for variances. Please provide the Zoning Board with revised plans and a survey showing the alternative relief noted in the decision. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of this determination to the Building Department. If you have any questions, please call the office. Sincerely, . Vicki Toth Encl. Cc: Building Dept. BOARD MEMBERS �pf soUly • Southold Town Hall Leslie Kanes Weisman, Chairperson �0� Ql0 53095 Main Road•P.O. Box 1179 Southold,NY 11971-0959 James Dinizio Office Location: Gerard P. Goehringer Q Town Annex/First Floor,Capital One Bank George Horning 'rQ i� 54375 Main Road(at Youngs Avenue) Ken Schneider �YGQp Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 19,2011 ZBA FILE: 6417 NAME OF APPLICANT: Louis and Elizabeth Mastro SCTM#1000-52-5-9 PROPERTY LOCATION: 1595 Bayview Ave., (adj. to Arshamomque Harbor)Southold, NY. SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated October 20, 2010 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application was referred for reviewed under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued his reply dated November 29, 2010, based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the, records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property is a non-conforming 9,148 sq. ft. lot in a R-40 zone, it is improved with a one story dwelling with attached room and an accessory detached garage. The property has 50.00 feet of frontage on Bayview Ave., 188.00 feet along the southeast property line, approximately 50.00 feet along Arshamomque Harbor and 184.00 feet along the northwest property line as shown on the survey prepared by Island Wide Land Surveyors, dated last update Feb. 17, 2010. BASIS OF APPLICATION: Request for Variance from Code Sections 280-116(B) and 280-124, based on an application for building permit and the Building Inspector's June 14, 2010, amended September 8, 2010, Notice of Disapproval concerning proposed demolition and reconstruction of a new single family dwelling at; 1)less than the code required bulkhead setback of 75 feet, 2) less than the code required minimum side yard setback of 10 feet, 3) less than the code required total combined side yards of 25 feet, 4) less than the code required rear yard setback of 35 feet. RELIEF REQUESTED: The applicant proposes to demolish the existing dwelling and construct a new dwelling requiring a 26 foot setback from the bulkhead where the code requires 75 feet, a side yard setback of 5.1 feet where the code requires 10 feet, a combined side yard of 15.5 feet where the code requires 25 feet and a rear yard setback of 30 feet where the code requires 35 feet. Page 2—January • • ZBA File#6417-MMastro CTM: 1000-52-5-9 AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant on December 30, 2010 submitted a plan increasing the setback to 34 feet from the bulkhead, 10 foot side yard, 22 feet combined yards and a conforming rear yard setback, thereby bringing the plan into more conformity with the codes. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application September 23,2010,December 2, 2010 and January 6,2011 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law &267-b(3)(b)(1). Grant of the alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Locating a proposed new dwelling at a minimum of 40 feet from the bulkhead and restricting the width of the house to 28 feet excluding the steps and entry way to the basement located on the northwest side of the house, will make the positioning of the new structure more conforming to the code. The proposed new dwelling will replace an uninhabitable and neglected house with an attractive and safe home that will enhance the neighborhood. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Due to the narrow (50 feet) width of the subject property, an area of 25 feet is conforming with respect to the side yard setbacks. Additionally the lot is adjoining Ashamomque Harbor with an existing bulkhead. The code requires that the building be setback 75 feet from the bulkhead. However, the required placement of the sanitary system in the front yard limits the applicant to constructing a house no closer than 85 feet to the front yard. These restrictions will limit a new dwelling to 28 feet in length. Therefore, the Board finds that no reasonable building can be constructed on any part of the property without the need for substantial variances. 3. Town Law 4267-b(3)(b)(3). The variance granted herein at 40 feet from the bulkhead is substantial when compared to the code requirement of 75 feet from the bulkhead, representing a 46.6% relief from the code. The variances granted herein with respect to the side yard setbacks, are not substantial as amended by the applicant to 10 ft (exclusive of exterior basement stairs) and 12 ft. These new setbacks eliminate the single side yard variance and create a proposed combined side yard setback of 22 feet where the code requires 25 feet. However, the resulting upgrading of the building and sanitary system will have a beneficial effect on the property. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. A new sanitary system and standards that meet the Town's drainage code will be environmentally beneficial. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicants purchased the existing house in its uninhabitable condition. However, by seeking the variances the applicant is asking to create a livable home in a more conforming location on the property. 6. Town Law 4267-b. Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new house while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Member Weisman (Chairperson), and duly carried, to DENY as applied for, and GRANT ALTERNATIVE RELIEF as noted below: 1.The width of the house shall not exceed 28 feet,excluding proposed outside basement stairs. 2. The setback from the bulkhead shall be 40 feet to the dwelling including attached decks. Page 3—January 19, 1 • • ZBA File46417-Mastro Mastro CTM: 1000-52-5-9 3. A minimum side yard setback of 10 feet. 4. A combined side yard of 22 feet. 5. The existing detached garage shall be moved to a conforming location or removed. Before applying for a building permit,the applicant or agent must submit to the Board of Appeals for approval and filing, two sets of the final architectural drawings conforming to the alternative relief granted herein. The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a building permit,and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes:Members Weisman(Chairperson),Dinizio, Schneider. (Absent was Member Coehringer) (Member Horning by telephone; no voting /right) This Resolution was duly adopted(3-0). (�a- 25 20,�4� Leslie Kanes Weisman, Chai erson Approved for filing / /2011 New York State Departrot of Environmental Conser6ion Division of Environmental Permits, Region 1 _ SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 MOW 144WPhone: (631)444-0403 • Fax: (631)444-0360 Website:www,dee,ny.goy Alexander B. Grannis Commissioner LETTER OF NO JURISDICTION TIDAL WETLANDS ACT April 16, 2010 Louis and Elizabeth Mastro 25 Compass Lane Levittown, NY 11756 Re: DEC# 1-4738-03961/00001 1595 Bayview Avenue Southold, NY 11791 SCTM# 1000-52-05-09 Dear Mr. and Ms. Mastro: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The portion of the referenced property which is located landward of a functional and substantial man-made structure (a concrete seawall) greater than 100' in length, constructed prior to 8/20/77 as evidenced on Aerial Image Resources Photograph Exposure# 72-2021and as shown on the survey revised by Laurence Michael Haynes on February 17, 2010, is beyond the jurisdiction of Article 25(Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act . Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. i��ncerely, / LaurraScovazz � Permit Administrat(5r sla cc: MHP Steve Christiansen 40years of stewardship 1970-2010 0 .K e ® T - Y k .y4 0 f 1 l` Pp.+^/ n ye^'u" o-° q y• � av O T p § ^V O � e' r z •mom.. .,J.. J O M1 • �- �- Y` O O `fC�O � 4 •J a. ¢ HOS\ / ' • ` 4 rrni may.. r Fp\I 4 w g Qu \\ OBQ \ a u .,u COUNiY OF SUFFOL\KK © E " SWiHOLO sECT�m 12t fled Property iav Service Agency - - � �m�._ m . 052 OFFICE LOCATION: �q so MAILING ADDRESS: Town Hall Annex �� Ol0P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 cn Telephone: 631 765-1935 o�yCOU0,� iI Fax: 631765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM - fl To: Jill Doherty, President "AR 2 3 20fl Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: March 23, 2011 Re: Proposed Wetland Permit for LOUIS & ELIZABETH MASTRO SCTM# 1000-52-5-9 LOUIS & ELIZABETH MASTRO request a Wetland Permit to demolish and reconstruct a new two- story single-family dwelling, non-habitable attic, basement with outside stairs, and front and rear decks. Located: 1595 Bayview Ave., Southold. SCTM#52-5-9 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 review provided the following best management practices are required: If the action is approved, to further Policy 5: Protect and Improve Water Quality in the Town of Southold and Policy 6; Protect and Restore the Quality and Function of the Town of Southold Ecosystem it is recommended that a the existing 'planted area" be extended to SCTM #1000.-10-3-19 to create a landscaped buffer landward from the edge of the bulkhead. A sample definition of a landscaped buffer is provided below for your use. LANDSCAPED BUFFER --A land area of a certain length and width which is planted with indigenous, drought-tolerant vegetation (excluding turf) similar to that found within the immediate proximity of the parcel. Vegetation shall be installed in sufficient densities to achieve 95% ground cover within two years of installation. Survival of planted vegetation shall be 90% for a period of three years. Maintenance activities within the buffer are limited to removing vegetation which is hazardous to life and property, trimming tree limbs up to a height of 15 feet to maintain viewsheds, replanting of vegetation and establishing a four-foot-wide access path constructed of pervious material for access to the water body. [Added 12-15-2009 by L.L. No. 15-2009] 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 V4%gFFDI/rea • Jill M.Doherty,President w Town Hall,53095 Main Rd. James F.King,Vice-President P.O.Box 1179 Dave Bergen dy # �' Southold,NY 11971 Bob Ghosio,Jr. 'F/�l ,�� Telephone(631)765-1892 John Bredemeyer Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only oastal Erosion Permit Application _Wetland Permit Application _ Administrative Permit _Amendment/Transfer/Extension feceivedApplication: j I Received Fee 1_ completed Application _Incomplete _SEQRAClassification: Type I Type 11 Unlisted Coordination:(date sent) ✓T';VRP Consistency As ess e�n/t Form - /CAC Referral Sent. _,G{Sa[e of Inspection: I _Receipt of CAC Repo _Lead Agency Determination: Technical Review: C,6blic Hearing Held: ) Resolution: Name of Applicant LOUIS d &,k PGT Fk M(QST (L J Address as ; COMPASS LhNt LEO IT TOwy 1 N -1 S7, Phone Number:( > Skb- x-165- k3013 stl qn- 45w cj LL Suffolk County Tax Map Number: 1000 - Sod ' rJ Property Location: \ Sq S pj A� U I:W PV� 51007 k k O l_ L) N.41 � 1 S�. 9) ' EAS-r ot= C-OL ON`s �1 (provide LILCO Pole#, distance to cross streets, and location) AGENT: S"(EVE � �1Q1� 1 P�J �7tN (If applicable)goo oo �t Ch m 0A d ko'p' Mass 0. P u, N I Il S� Phone: sl b-la7- 5D$0 S � 2- �ard of Trustees Applicati� GENERAL DATA Land Area(in square feett): QJ L410 4 Area Zoning: Q— 10 Previous use of property: 5(N G LC- f7k"O V-E S Cbz uc c Intended use of property: SI N GLt P P,M 10. ESI DFN L-C— Covenants and Restrictions: Yes No If"Yes", please provide copy. Does this project require a variance from the Zoning Board of Appeals Yes No If"Yes", please provide copy of decision. Prior permits/approvals for-site improveinuats: Agency Date No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? / No Yes If yes, provide explanation: Project Description(use attachments if necessary): b6MOL.1T l oN Aum cjoUST2JLTk0Q p-�! NEw Sj"GL6 FAMtL%� HouSs . 1131'fH S2.Lor.A (:Lock- - li NBUG "I k C. Y , NSM6NO Ql`C" g3, tS d- QSPC- bzg4CS �ard of Trustees Applicati� WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: PP NCZ tC tot✓ 'Z�1 �F k Cy VT E S WOUS;6 1S To SMAt,L QUD iN U62`r pow C0u3`D1TtotJ Area of wetlands on lot: 0 square feet Percent coverage of lot: aq Z % Closest distance between nearest existing structure and upland edge of wetlands: 331 'f '� feet Closest distance between nearest proposed structure and upland edge of wetlands: dq ` feet Does the project involve excavation or filling? No ✓ Yes If yes, how much material will be excavated? a 1 Qj cubic yards How much material will be filled? cubic yards Depth of which material will be removed or deposited: 7 feet Proposed slope throughout the area of operations: A'o Manner in which material will be removed or deposited: 000 1PSTE 2_"�.,.. 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): (a C 0 Q C (�Lpce wt L-C� W _L✓ �EM(a1N WWr✓EW 9-16 `�Q�� YY,N`�5 W�,Z'EV - SGKEEN Cl STNKtO 014 6PLES Wtt.L b PLacc to FQo�� 0f THE SGP W4-- t- - and of Trustees Applicati� COASTAL EROSION APPLICATION DATA Purposes of proposed activity: pQALT\C P l l�1 FF ICu l T l6 S, N�� is nod L'��c3b12, 11Ea�� a. SPFE�c'i Motes IN�Hc- t-t�51 Are wetlands present within 100 feet of the proposed activity? No ,Yes Does the project involve excavation or filling? No \/ Yes If Yes, how much material will be excavated? A\Q) (cubic yards) How much material will be filled? (cubic yards) Manner in which material will be removed or deposited: �U M �T 1✓l?S Describe the nature and extent of the environmental impacts reasonably anticipated resulting from implementation of the project as proposed. (Use attachments if necessary) "T HE F-6 WILL 6G 133 EFFECT- UfoM THE I�eTI-ft'Q CS --�- T 1 Dt>L W 'KTE0 S of: -1 HE -MLS s V NO T kc-r o" -m-& EQ U I (ZO N T— ALL VEGFp.T% o4 is IOt ll&q k)O.W C LIP,V e S I UIQ S(- F-E ;&J kkYt, smear r� 1 'Kq 6ALE*�> WILL 13G PLIVCl> IN FF�N� O(= tI Ir St41- W Mta1NTktiIh)G p-,7 n,cp VEGZTKIII S . PROJECT ID NUMBER 61720 . SEQR APPENDIX C STATE ENVIRONMENTAL QUALITY REVIEW SHORT ENVIRONMENTAL ASSESSMENT FORM for UNLISTED ACTIONS Only PART 1 -PROJECT INFORMATION (To be completed by Applicant or Project Sponsor) 1.APPLICANT/SPONSOR 2.PROJECT NAME RSTRA LOOts a- 1.L_tZo'bfTt-1 Hesn'0,5 KES IDtNc-e 3.PROJECT LOCATION: Municipality 5v 11-10 L 1b County SU FFD LK 4.PRECISE LOCATION S r et Addess and Road Intersections. Prominent landmarks etc -or provide map ISg56Q4vIew AJC , 5rl,cli EN"T '0F COL-00 fzb. SOUFTH OF SAyultw ;"'V-C ' 5. IS PROPOSED ACTION: 71 New F Expansion ❑Modification/alteration 6.DESCRIBE PROJECT BRIEFLY: L�EMo11110� At,�� COUSTeUC-ZION OF tJcvj SIN6L6 FkHILI' DWEt_LIVUG RE_'PLf"--CI%C, Imil.:b aUP E �DV t.1`�{iTION, CON'J'T2,1(n�T A (JON - �4k61TA6Le 11tSIC SPAC.t, P_ PQSEMENr W, rr1 p�; slbE SIKteS I FI?ont RE�e L�CLK 7.AMOUNT OF LAND AFFECTED: Initially acres Ultimately acres 8.WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER RESTRICTIONS? Oyes ® No If.no,describe briefly: GeA, kLT£e_N4,TIV6 f_CL-IEP I Hoy width 2$Fz l� 3 - Yt�e� StT19AceS to , 5, ShokR qe.. z Sh,ck gco �1 p w `1C' C7- CJS IgI N �J 2a1 rnn e +� cam« 9.WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? (Choose as many as apply.) 2 Residential 11 Industrial 1:1 Commercial ❑Agriculture ❑Park/Forest/Open Space Other (describe) 10. DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (Federal, State or Local) 0Yes XNo If yes, list agency name and permit / approval: 11.DOES I ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? FYes IX No If yes, list agency name and permit / approval: 12-.. AS A RELLS�/U``LIIT OF PROPOSED ACTION WILL EXISTING PERMIT/ APPROVAL REQUIRE MODIFICATION? LJres No I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant / Sponsor Name Date: Signature ,,t1^ If the action is a Costal Area,and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment PART N- IMPACT ASSESSMENT o be completed by Lead A en A DOES ACTION EXCEED ANY TYPE 1 THRESHOLD IN 6 NYCRR,PART 617.4? Ryes,coordinate the review E]Yes Q No process and use the FULL EAE. 8. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNUSfED ACTIONS IN 6 NYCIOt,PART 617.67 t No.a negativo declaration may be superseded by another involved agency. Q Yes ©NO C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED VNTH THE FOLLOVNNG:(Arhswera may be handwdgen,if kgtale) Ct. Ehdhitrhg r surface Or groundwater quality or quantity,ricks levels,ells V tragicpolential for erosion,drainage or flooding Problems? Explain pattern.tn,sold wash production or disposal. WW No C2.Aesbnegc,agrkWtural,archaeoloWical,Nsw&r a other nawrei ar adbrral reschxces;0r carhhmuntiy Or d de ed No Explain briefly. C3. Vegetation or fauna.fish.sheffsh orwMlfe species,sigdflcant ha ,or threatened or erdarhgerad spedes?Explain briefly: NO C4.A communWa ehdalkhg plerha argoals as olf iafy adopted,ora dharhge In use or ;z;;;W use W land or When naarrsl�resouroes?Explain brieM: No C6, Cxohvth,subsequent development,or related adNilies Weiy to be induced by trio action?. Explain briefly: No 06. Long term,shgrt term.cumulative,or otiher effects not dentfled bin C1C5? EIainIxietY - No C7. Other ds, ud' dhanges in use.ofetiher ua or of nbdefl . No D. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL CEA? f s e lain brlefl M Yes at E IS THERE,OR IS THERE UKELY TO BE CONTROVERSY RELATED TOPOTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? If o Yes �No was arnw.- P fa-DETERWINATiON OF SIGNIFICANCE(To be completed by Agency) e*MTRUCTWHS: Foreachadverse effectIdentified above.determinewihethertissabsteriftlarge,Inhporfantorotiehvdsesigniticant Each effect should be assessed M connection with its(a)setting(i e.urban or neap:(b)probability of occurring:(c)dgraton:Ise hrehrerstlitq (e) tlBogrePhio scope;and(I)magnitude. If necessary,add atadhmame or refemnoe supporft ms*lals, Ensure that axplWevO ria contain sufftdentdetatto show that all relevant adverse impacts have been Identified and adequately addressed. Ifqueston d ofpartti was chedod yes,the determination ofa(gntkanosmuatevalua(ethe polar"Impactoftheproposedadronont eenvironmentalcharaderisgtaofdmeCFA. Ctledt this boxtyou have 16111100done ormore poems lyfrWorsigdflcentadvherse FAFand/orprepareaposrdve_dedaraton. I dswhidtMAYoecucThenproceeddiractlytolhe Check this box ifyou have determined,based on the infomMon and analysis above and any supporting doganentation,that the proposed p determination.WILL NOT result le any eigntflcent adverse environmental impede AND protide on altadWW*as necessary.the reasons m*pwft Board of Trustees 3 Name of Lead Agency Date Jill M.DoherfvPresident or Type ame ofRes) risible Officer in e d Agency Title of Responsible Officer v2 ignature o Respo ib e r In Lead Agency Signature ofreparer(i dl ererd respo ble officer) PART II - IMPACT ASSESSMENT To be completed by Lead Agency) A. DOES ACTION EXCEED ANY TYPE I THRESHOLD IN 6 NYCRR,PART 617.4? If yes,coordinate the review process and use the FULL EAF. ❑Yes ❑ No B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR,PART 617.6? If No,a negative declaration may be superseded by another involved agency. ❑ Yes 1:1 No C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING:(Answers may be handwritten,if legible) Ct. Existing air quality,surface or groundwater quality or quantity,noise levels,existing traffic pattern,solid waste production or disposal, potential for erosion,drainage or flooding problems? Explain briefly: N6D C2. Aesthetic,agricultural,archaeological,historic,or other natural or cultural resources;or community or neighborhood character?Explain briefly: wo RESID�w�� AL coMMjNI� C3. Vegetation or fauna,fish,shellfish or wildlife specie;.'—sign ificant habitats,or threatened or endangered species?Explain briefly: C4. A community's existing plans or goals as officially adopted,or a change in use or intensity of use of land or other natural resources?Explain briegy: C5. Growth,subsequent development,or related activities likely to be induced by the proposed action?Explain briefly: u0 C6. Longterm,short term,cumulative,or other effects not identified in C1-05? Explain briefly: VJ0 C7. Other impacts(including changes in use of either quantity or type of energy? Ex lain briefly: Sot-kgEL-L-c,ric -1 it-tol wINTEC w(I_t_ BE Itis7a�� D. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL AREA(CEA)? Jff Les,explain briefly: ED Yes U No E. IS THERE,OR IS THERE LIKELY TO BE CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? If yes ex Iain: ❑ Yes Ki No PART III-DETERMINATION OF SIGNIFICANCE(To be completed by Agency) INSTRUCTIONS: For each adverse effect identified above,determine whether it is substantial,large,important or otherwise significant. Each effect should be assessed in connection with its(a)setting(i.e.urban or rural);(b)probability of occurring;(c)duration; (d)irreversibility;(e) geographic scope;and (f)magnitude. If necessary,add attachments or reference supporting materials. Ensure that explanations contain sufficient detail to show that all relevant adverse impacts have been identified and adequately addressed. If question d of part ii was checked yes,the determination of significance must evaluate the potential impact of the proposed action on the environmental characteristics of the CEA. Check this box if you have identified one or more potentially large or significant adverse impacts which MAY occur.Then proceed directly to the FULL EAF and/or prepare a positive declaration. Check this box if you have determined,based on the information and analysis above and any supporting documentation,that the proposed actio WILL NOT result in any significant adverse environmental impacts AND provide, on attachments as necessary, the reasons supporting thi determination. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency ignature of Preparer(if different from responsible officer) ear Town of Southold Z Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM y� PROPERTY LOCATION: S.c.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 7� STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN 3aclro—n -Uro-ccr - o—t CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? Will this Project Retain All Storm-Water Run-Off (Include Total Area of all Parcels located within Generated by a Two(2")Inch Rainfall on Site? the Scope of Work for Proposed Construction) (s.F.I Acres) (This item will include all run-off created by site ❑ b. What is the Total Area of Land Clearing clearing and/or consWction activities as well as all and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of construction activity? (S.F.I Anes) impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed ❑ PROVIDE BRIEF PROJECT DESCRIPTION (Pmvme AaalumN Paaes ea Needed) Drainage Structures Indicating Size&Location?This Item shall include all Proposed Grade Changes and �Eh1 k .l71DtJ (iN1�, Ccs?QJC1 tDSV oG Slopes Controlling Surface Water Flow. '3 Does the Site Plan and/or Survey describe the erosion ❑ NEW S(N4L£ z )W E LLI N4 AINTPI td NU and sediment control practices that will be used to control site erosion and storm water discharges. This Cn I.-AC-N7 t0" L{Jl 13P.GIc F6Om{ item must be maintained throughout the Entire Construction Period. -THE SEA W kLL. g AS"E-M e N'f W i i*f 4 Will this Project Require any Land Filling,Grading or _ Excavation where there is a change to the Natural 51 P- — c7C TS`t�E `P.ES I nf01J -FI P.(�I t k6l.C p �(C Existing Grade Involving more than 200 Cubic Yards �Jof Material within any Parcel? Ae c C k:. 5 Will this Application Require Land Disturbing Activities ❑ — Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the — Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Weiland or Submission of a SWPPP is required for all Construction activities Involving soil Beach? disturbances of one(1)or more acres; Including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes ❑ — am part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for slam water discharges. (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or Other Impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off 1.The SWPPP shall be prepared prior to the submittal of the NOI.The NOI shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, ❑ — required,post-construction storm water management practices that will be used endior Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way,or Road Shoulder compliance with the tams and conditions of this permit In addition,the SWPPP shah Area?fret nam wIn NOT Incwds the Installation a Odveway Aprons.) potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE: If Any Answar to Questions One through Nine Is Answered who a Check Mark 3.All SWPPPs that require the post-eenstr uton storm water management practice In a Boz and the consInwI on she disturbance is between 5,000 S.F.S 1 Am in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage S Erosion Control Plan is Requirvd by the Town of that is knowledgeable in the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit (NOTE: A Check Mark(J)an&l Answer br each Question rs Required kr a complete AppNca I STATE OF NEW YORK, SU FFtew�f K COUNTY OF... .....................................SS That I, .E�a�ze7r�. M'AsT.. .............being duly swum,deposes and says that he/she is the applicant for Permit, ........ ......indivi ualsi. (Name d individual signing Document) And that he/she is the Q.w nE- il ............................................................................................................................................. (Owrrer,Contractor,Agent,Corporate OMcer,etc.) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed die said work and to make and file this application;that all statements contained in this application are true��o,I d1EAWEplBt iSJAN0*Pge and belief;and that the work will be performed in the manner set forth in the application fled herewihetary Public,State of New York N0.0;1, 64008 Sworn to before me this; Cua!if"a iI,Stiff o!it Count, c'Al d COMM!SSI"; Ex irbsfpril0, 2�// ..................../. 7 ...............day of.�...i7.... ....................... ,201.0 _. . F Notary Pub]L . 7LtF S(J ` .. ..t.. 4ka........................ u /l r''� Iv ................ v ! .................................... (Signature of Applicant) FORM - 06/10 • o�gpFFO(,� • Jill M. Doherty, President Town Hall,53095 Main Rd. Bob Ghosio,Jr.,V ice-President y. P.O. Box 1179 James F. King � Southold,NY 11971 Dave Bergen Telephone(631)765-1892 John Bredemeyer 1 # y' Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of LOUIS & ELIZABETH MASTRO COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING I, t L2 N 166TH M ASTP-y , residing at/dba aS Co M PASS L-Nr-jt LE l \ZTOW V3 111&z. being duly sworn, depose and say: That on the IN day of M A C-(-H 2011, 1 personally posted the pro erty known as I S 9S F) L�-J�z;��, d e of D j4 I , N 'T. by placing the Board of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wed, March 23, 2011 on or about 6:00 PM. Dated: (si ature) Sworn to before me this j lt'\day ofmp,, /V N ary Pu li NOTARY P SuCL TATE OF NEW YORK OUALIFIED IN NASSAU COUNTY REO NO 01-BA6196158 MY COMMISSION EXPIRES NOV.3,2o12 PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: as coMPc�Ss �AN� MAS\ 'Qp �,I.IZA (SETH 1' II"1Sb LTJ \TTow `v N' U.S. Postal Service,,, CERTIFIED MAIL... RECEIPT a (I)omesfic mait only;No insurance coverage Provided)E3 rq s , 1� ru `-- 40.61 r- Postage B $2.80 '15 Cedlilad Fee - fIJ T I I P ^ y� 1 nn O Return Receipt Fee $2, b' Re at aS C V H q Nss L NNJ O (Endorsement Required) O ResInctedoeliveryFee $Q. '� pii0'f ,;Y ly SWOm, deposes and says that on the O (Endorsement ReQ.1. eponent mailed a true copy of the Notice I O Total Postage&Fees s $5.71 , directed to each of the above named Sent To W i .. p ective names; that the addresses set r o -_--- ESd-j N ..- n ? .....--_-------.-`.'. 3ress of said persons as shown on the current 1C� Street,APt.NO.i ire-Jc I �v- r or Fo Box No. Ito .7 •-••••• said Notices were mailed at the United States Post .... ...• -.._Y.u.....-•. r r - IV ij . 1 11 an.smte,ziPw AUT H t71.� d Notices were mailed to each of said persons by Swom t¢�before me this g Day of 9/lJ Ll_ , 2 L �Vtk_k &T, a&L6 Notary Pu licJ =- State GAGLIANO ate ar New York61429 POssau�C�Ii^ntyires �O 1 • • -----LEVITTOWN P,O.====---------- LEVITTOWN, New York 117563707 3548330756-0096 03/08/2011 (800)275-8777 01:54:49 PM Sales Receipt Product Sale Unit Final Description Oty Price Price MEDFORD NY 11763 $0,44 Zone-1 First-Class Letter 1 .00 oz, Expected Delivery; Wed 03/09/11 Return Rcpt (Green $2.30 Card) Certified $2.80 Label #; 70101060000213724095 Issue PVI: $5.54 SYOSSET NY 11791 $0.61 Zone-1 First-Class Letter 1.10 oz, Expected Delivery: Wed 03/09/11 Return Rcpt (Green $2,30 Card) Certified $2,80 Label #; 70101060000213724101 Issue PVI: ===$5 71 NEW YORK NY 10012 $0,61 Zone-1 First-Class Letter 1.10 oz. Expected Delivery; Thu 03/10/11 Return Rcpt (Green $2,30 Card) Certified $2,80 Label #; 70101060000213724088 Issue PVI: $5.71 MEDFORD NY 11783 $0,44 Ione-1 First-Class Letter 1,00 oz, Expected Delivery; Wed 03/09/11 Return Rcpt (Green ' $2,30 Card) Certified $2.80 Label #; 70101060000213724071 Issue PVI: $5,54 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 will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# PROJECT NAME M AST R.O"5 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) ❑ (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license,certification: ❑ Nature and extent of action: Di✓MOI.IZtOh1 d Cp�1S�aZJCZto�J O� NZW S%%,4G(.6 Flim\(,`{ V5W LLIMC-IP L)2iV3G11mcx TKt ?louse uP CuQ46c�c (3ui (��riC, COI�CS PNS S ET`s PR PC kI- OiFFiLulZ1ES 1ItLT� aND S(a(e � . Location of action: \S�� Jm U IE W 'kuC SDUf O L_l� Site acreage: O. QC SES Present land use: S 1 Mb l,E 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: LOu1S & eUZk0£1H MksT9-0 (b) Mailing address: CO M P{aSS JA,-U t 1_' v rc TOw Q N, . 11-7 Sb (c) Telephone number: Area Code ( )Slb.46'3 . 1'300 N of �Ib-t Ian- 6Ol$ (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 [?Not Applicable �MJZ6E 'S-Q F001k6E oc 1S+ CLO'Oi_ W4tN Znd FLot)K NoN HK1?> 1TKBLG faT<�c 131>SMr,NT �tZt, OUTS�Dir SzA�fS MIaWTPIm iuc, LXISTt"6t LOG TIaN olr THE 43uSg Lio, QOM, T"I& SEA W\"-LL 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 YrNot Applicable tJo-T Fa "I '113 1 I'T Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria © Yes ❑ No ❑ Not Applicable UTILI-NS � CaBU; , PHOWA WMIES WILL Cul) Ut r T14I� GeouND AND SGP.WiNb Wlll. 0£ PLVaN�F� � Gc'7R-� � SS EVE 'LL�2EENS Nk-NkVC-- PLAkSzIt)C� WiLL t�)E USEk2) 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 PLL VCG El'A-tlo(,j 15 10 I bo\)£ �IIGN 1AlAI EL LFU> LS MMMIktu w'& Ekt5-tt►,G otVo PMt✓ON of -tHE 5T(Z0C1up7E . 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 0 Yes ❑ No ❑Not Applicable 00 F£ V-'T1LQ0J%0o9- ZH-e SITE AIN AWIZ) 6o-�VE � r NEW SEPItC STtM 1A)I LL 13 E IUSiALC— 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. ❑ ❑ es No Not Apoble • I�ST�L & FF1�+2 k ALI.. euNOFC- TD 6E �IR1Tt�iNt� oN S1T E Vkt>' VIF;LL` E1ct`S�1 IsJL CnyaCI;r—TE f acc LUZ WILL ZEMPttJ 6fbTWCE.N C'EA2 TV\RKum W*:Iee. SILT FENC%N6 AN"> S-tkYEO f\at I.UILL 13E PLAct7q> iN FtZo�u— �F �FI� SEAWpu_ MA tJTANiNb Ex�S, �NU V£GEit": I,- V'3 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. u Yes ❑ No❑ Not Applicable NIGH EFFICeN\ HFa-v%uU_ SVSAEM WILL SE IrJS�vlE9 , SoLP.� S4S1'6 .A V'DV- >-WC Wl 17'E ZA� �LEcz�ZtC WILL g� INSTPL L� 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 NO ZoN OAF WILL OC( Uf- Ot) SITE , ala ST{:e� W LL bE USES TO EG—HovE THG BUILDIN4 MQTs2iP,t I jk-:;T FCOM THE S1T1= 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�:] No IS Not Applicable R KI VKTE- PcoPoe7l Y . THE V, S UAL- ACc.'F-ss -rH6 PONS W1I-L- Nb"y- AN1CaEl �CAuS IN7KINCT 1✓ kI---,1It'1Ca L.-OCDZrIo Attach additional sheets if necessary WORKING COAST POLICIEO • 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. UfYes ❑ No ❑ Not Applicable W SLS W k b& IN SI l-L6n FaC_ LL poF I=UM10 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 ❑ Not Applicable NOT USiMU FMTILIZI_Tlow 0V_ ES1' IGI C KP PLIC TIa4 PM ?FIE 't,01G . 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 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 50 l_ OWE O kOT W k-f CC<- of Lccre.� c WLL ba l tJSTf> LLE „ Q(> tt ) WC Ic e— 1 k(-L- Q)C CO LL6ctEb U USF -Vo FLUS, I E T'00-ETy-, PREPARED BY 4 ILI 0/a" TITLE DATE -M -1 1 Oard of Trustees Applicati• County of Suffolk State of New York ELl2-N'UFTh MAST PCO BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/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 TOWN 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(S), TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OFl JTHIS APPLICATION. Signature SWORN TO BEFORE ME THIS 1 DAY OF TebRJO111 20 ij Jesaka L.Sbb Notary PubNc.SEdbNew vo,lc No.O7S16184767 QualMSA M Nassau county . 'Notary Public o°"'"Nea10^Exgrea norll 30,2oL` �I �rd of Trustees Applicati� AUTHORIZATION (where the applicant is not the owner) I, residing at (print owner of property) (mailing address) do hereby authorize (Agent) to apply for permit(s) from the Southold Board of Town Trustees on my behalf. (Owner' s signature) 8 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 forth is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME: MNS-T�,3 LOUIS d ELIZAI'S.ET" (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 ./ 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 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); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of 200_ Signature Print Name Form TS I SURVEY NO. 05-7967 DIST: /000 SECTION: 52 BLOCK: 5 TAX LOT: 9 MAP OF PROPERLY TITLE NO. AL-9 / 7/4 FLeVQTKxJs REFEL� TO SU A� COU47Y PgMJj. SITUATE AT THE OFFSETS OR DIMENSIONS SHOWN HEREON. 5 O U TH OL D FROM THE PROPERtt LINE PURPOSE AND ARE FOR A SPECIFIC PURPOSE AND DSE: TOWN OF SOUTI�OLD THEREFORE THEY ARE NOT INTENDED TO MONUMENT THEPROPERTYTA LINES DTOOR TOGUIDE THE ERECTION HE FENCES. ADpTIONPL STRUCTURES SUFFOLK COUNTY, N. Y. OR ANY OTHER IMPROVEMEM LOT NUMBERS: \S��OS�FO/ON�F crHF \SO C)k0Nr UNAUTHORIZED ALTERATION OR ADDITION TO THIS 5URVEY 15 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 6 COPIES OF T11I5 SURVEY MAP NOT BEARING THE LAND }1 0 5URVEYOR'5 INKED SEAL OR EMBOSSED SEAL SHALL NOT � 1y^1 BE CONSIDERED TO BE A VALID TRUE COPY. J C GUARANTEES OR CERTIFICATIONS INDICATED HEREON jm 3 / _ N 6 O f m o O SHALL RUN ONLY TO THE PERSON FOR WHOM THE 84. 00 0 SURVEY 15 PREPARED,AND ON M5 BEHALF TO THE TITLE (1� N 52 30 00 E _ \ COMPANY,GOVERNMENTAL AGENCY AND LENDING IN- FILED MAP 10 Q j + 5TITUTION LISTED HEREON,AND TO THE A551GNEE5 OF j j z Ufa 24 p[a''22 CHI" 'sg OL [s f[a,,ss 8271 � I' 1 \O • � THE LENDING INSTITUTION. GUARANTEES OR CERTIFI- Ll�ll O CATIONS ARE NOT TRANSFERABLE j ADDRIONAL IN-a STITUTIONS OR SUBSEQUENT OWNERS.5. W j ( o kLLJZ•, �N aF RAGE o b2•_1 1 �� O O m GUARANTEED TO a :- LOUIS 8 ELIZABETH MASTRO "''%; 2' ``' COMMONWEALTH LAND TITLE INS. Co. AMERICAN LAND SERVICES < N m � No �0 F.FLEL=12.61 /595 ( U 2 _ 36'-3•• b 97-943" HALT iY L' Boa DRIVEWAY . H m e<. e m SURVEYED :MAY / 6, 2008 = FENCE D°' Su2vEY UGD IU/T!{ ELEV ( Z+ N 6 ONUMENT C` HEDGE FEB. 17 ZOIC OF NF +I FOUND d '`" ti11C 70 o Q S 52°30'00" W / 05. 00 �Q arc h �9 0 Q LL LL a Z N v FILED MAP ` 1Cool O� Qs Ho. 501 {� ISLAND W LA S M PROFE5 NAL LAND f CITY 5 W199 LAFAYE17E DRIVE, 5YO55ET, N.Y. 1 1 791 PHONE: 1-8GG-808-5800 FAX: 51 G-496-1792 5 0• RECORDS OF WALTER I.BROWN,GUSTAVE A.ROULLIER 6 ROBERT A. HAYNE5 WIDE DRAFTED BY B. G. MAY 19, 2008 BUILDING DEPARTMENT NOTES , o DSNOW DATA WIND DATA SEISMIC SUBJECT TO DANA6E FROM WINTER DE SHIELD FLOOD AIR FREEZING ' O MAST7T\�l\u'- D DESIGN GAT. DESIGN UNDERLAYMENT HAZARDS INDEX _0 TEMP. REQUIRED _ WITHIN 2'-0" OF I� ', GROUND SNOW ILO MPH G WEATHERING - SEVERE II SUFFOLK NONE RIVERHEAD - 510 i oI . IfJ� NCEAVES LOAD 20 TERRAIN EXPOSURE B FROST DEPTH - 36" �._, (� D � �� I D Q ��BOUT" SNOW EXPOSURE WIND BORNE DEBRIS TERMITE - MOD TO HEAVY o Y-u--1. N D ��I��ILII��vvvvv�II'I7�1w �� , LJ \\ II \`I B AREA DECAY - SLIGHT TO MO LL � 0 �D JJJSSS VV �� B4 u�� 10 PARTIALLY X � �q� its H CCCJJJ LLL��CCVII XPOSE ROOF "�'V SEE DETAIL SHEETS FOR NAILING SCHEDULES AND STRAPPING DETAILS - GONSTRUGTI ON NOTES THIS PROJECT CONFORMS TO THE 2007 RESIDENTIAL CODE OF THE STATE OF NEW YORK CONFORMS O THE 2001 RESIDENTIAL COPE OF HE STATE OF NEW YORK o w TREAD DEPTH� PER 8311532 - THE MINIMUM TREAD DEPTH SHALL E Cl INCHES(229 MIN). THE TREAD DEPTH BUILDING PLAN REVIEW NOTE >. GENERAL ALL STRUGTURAL PLYWOOD SHALL MEET THE CONSTRUCTION USE AND APPLICATION STANDARDS OF THE SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ,( CONTRACTOR SHALL COMPLY WITH ALL CONS DOCUMENTS. CONTRACTOR SHALL BE AMERICAN PLYWOOD ASSRIATION (APA) THE ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD THE SEAL AND SIGNATURE OF THE DESIGN PROFESSIONAL HAS TEEN INTERPRETED A5 AN ATTESTATION �L THE GO DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH M.5 MM). THAT, TO THE BEST OF THE LIGEN5EE'5 BELIEF AND INFORMATION, THE WORK IN THE DOCUMENT 15. ,� / PROPERLY CERTIFIED and LICENSED FOR THIS PROJECT, WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 10 INGHE5 (254 MM) MEASURED AS ABOVE AT A -ACCURATE �l\l/- '�, DIMENSIONS AS SHOWN ON ORAWIN65. ALL METAL JOIST HANGERS AND OTHER METAL HANGERS SHALL BE CAPABLE OF HANGING LOADS AT -CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF SUBMIS51OM DO NOT SCALE DRAWINGS. FOLLOW GONNEGTIN6 POINTS. INSTALLATIONS BE BY EGO CONNECTORS AND 51MPSON OR APPROVED EQUAL. THEY POINT 12 INCHES (305 MM) FROM THE SIDE WHERE THE TREADS ARE NARROWER. WINDER TREADS SHALL SCOPE OF TH15 WORK 15 INDIGATED ON THE DRAWINGS AND THESE NOTES. SHALL SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURES SPECIFICATIONS AND RECOMMENDATIONS HAVE A MINIMUM TREAD DEPTH of 6 INGHE5 (152 MMI AT ANY POINT. WITHIN ANY FLIGHT OF STAIRS, THE -CONFORMS WITH REASONABLE STANDARDS LF PRACTICE AND WITH VIEW TO THE SAFEGUARDING OF \ x II II II GREATEST WINDER TREAD DEPTH AT THE 12 INCH (305 MMU WALK LINE SHALL NOT EXCEED THE SMALLEST LIFE, HEALTH, PROPERTY AND LICENSEE WELFARE, W> CONTRACTOR SHALL OBTAIN AND PAY ALL FEES, PERMITS, DEPOSITS FOR UTILITIES REQUIRED FOR HE AND HE RESIDENTIAL CODE OF THE STAB OF NEW YORK -IS THE RESPONSIBILITY OF THE LICENSEE PROJECT EXCEPT FOR THE BUILDING PERMIT. ALL WALL5, FLOORS AND CEILING SURFACES NEW OR EXI5TIN5 SHALL BE PATCHED AND OR FINISHED TO BY MORE THAN 3/6 INCH (95 MM). DESIGN NOTES. � II � WORK HALL CONFORM TO ALL RULES AND REGULATIONS OF APPROPRIATE AGENCIES HAVING MATCH EXISTING SURFACES LIGHTING OUTLETS ADDITIONAL LOCATIONS SECTION U3 M3 Y-t--1 tu .Q _VRISPIOTION ENERGY NOTES ALL WALLS AND CEILIN65 TO BE TAPED AND SPAG AREAS COATS. PAINT A5 SELECTED BY OWNER. A7 LEAST ONE WALL-EXTERI R 515 OOF: E LIGHTING OUTLET SHALL O INSTALLED TO PROVIDE Cn ALL REMOVE ALL CONSTRUCTION DEBRIS FROM THE JOB SITE AND LEAVE THE FACILITY IN INSTALL MOISTURE RESISTANT GYP ED IN ALL NET ARE ILLUMINATION D THE GESS D SIDE OF EACH OUTDOOR EGRE55 DOOR HAVING GRADE LEVEL AGGE T WOOD FRAMED FLOORS, WALLS AND CEILINGS 5 SHALL HAVE AN APPROVED VAPOR BARRIER (PERMEUARr ABR OM GLEAN GONDITION. ALL GLASS SHALL BE THOROUGHLY GLEANED AT THE COMPLETION OF POWER OUTDOOR EGRESS DOORS FOR ATTACHED GARAGES AND DETACHED GARAGES WITH ELECTRIC RATING N LO PERK INSTALLED ON THE "WARM IN WINTER" SIDE OF THERMAL INSULATION. Lo CONSTRUCTION, ANY PAINT SPECS AND OR CONSTRUCTION MARKS SHALL BE REMOVED FROM ALL FINISHED ALL TJI'S TO BE BY TRU55 JOIST,6EOR61A PACIFIC OR APPROVED EQUAL POWER F WINDOWS AND SLIDING DOORS SHALL HAVE A MAX. AIR INFILTRATION RATING RTE GFM PER SQUARE SURFACES LANDINGS FOR STAIRWAYS PER R311.5.4 FOOT OF WINDOW AREA. SWINGING DOORS SHALL HAVE A MAX. AIR INFILTRATION RATE OF O.5 OEM PER DEMOLITION AS PER DEMOLITION PLANS SQUARE FOOT OF DOOR AREA. 11 m THIS BUILDING 15 LOCATED IN A ILO MPH WIND ZONE AND 15 DESIGNED IN AGORDATILON M1 ANUELTH E-WOGM THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. 3. ALL FIREPLACES HALL BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR 150-20 CFM. ALL RESIDENTIAL CODE OF THE STATE OF NEW YORK AND HE WOOD FRAME GONSTRUG NFI H EXCEPTION: A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, FLUES SHALL HAVE TIGHT SEATED DAMPER WITH A MAX. AIR LEAKAGE OF 2D OEM. ALL FIREPLACES PROVIDED A DOOR DOES NOT SWIG OVER THE STAIRS. SHALL HAVE TIGHT- FITTING NON-COMBUSTIBLE DOORS. 201 EDITION A5 SELECTED BY OWNER v A FLIGHT OF STAIRS 5HALL NOT HAVE A VERTICAL RISE GREATER THAN 12 FEET (3656 MMU BETWEEN 4. THE CONTRACTOR SHALL SUBMIT THE DESIGN, SIZE AND TYPE OF MECHANICAL SYSTEMS WHICH W L B_E ORK- CLEAR AND GRUB CONSTRUCTION AREA OF ALL ORGANIC MATERIAL AND FILL WITH CLEAN INSULATION FLOOR LEVELS OR LANDINGS USED, IN SUFFICIENT DETAIL, AS REQUIRED LE THE BUILDING DEPARTMENT. SITE W CE MATERIAL MAY BE USED FOR FILL OF LANDSGAPED OF BOTTOM OF SLAB. SURF PROVIDE FIBERGLA55 INSULATION PLUS VAPOR BARRIER IN WALLS,CEILINGS, FLOORS AND WHERE NOTED THE WIDTH OF EACH LANDING 5HALL NOT BE LE55 THAN THE STAIRWAY SERVED. EVERY LANDING SHALL 5. ALL THERMOSTATS SHALL BE ADJUSTABLE FROM 55 DEGREES TO 85 DEGREES FA 'RENHFI SAND TO ELEVATION b. ALL DUCTS AND PIPES SHALL BE INSULATED A5 REQUIRED BY CODE. m AREAS OF THE SITE. FILL BROUGHT TO THIS SITE SHALL BE NON CONTAMINATED SOIL. ON DRAWINGS, INCLUDING CEILING BETWEEN GARAGE AND HOUSE, FOLLOW MANUFACTURER'S INSTRUCTIONS HAVE A MINIMUM DIMENSION OF 36 INGHE5 (914 MM) MEASURED IN THE DIRECTION OF TRAVEL. 1, HVAC GONTRAG TOR SHALL VERIFY HEAT LOSS CALCULATIONS. I 1 FOR PROPER USE HANOR41L5 PER R311 56 '- IM0 GONGRETE // /'c-e-C ICI N ALL FOUNDATION WALLS AND FOOTINGS 5HALL BE CAST ON SOLID APPROVED BEARING, SOIL, SEE CHART DORS AND WINDOWS HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT SAFETY GLASS REQUIREMENTS PER R3Ob4 I 0 WITH A MINIMUM DEPTH OF 3'-0" BELOW GRADE.SOIL SHALL BE UNDISTURBED VIR61N SOIL DOORS AND WINDOWS SHALL EE COMPLETE AND SHALL INCLUDE FRAMES,TRIMS, EXTENSION JAMBS, SILLS, WITH FOUR OR MORE RISERS. I STOOLS, CASINGS,SCREENS, HARDWARE, ETC SAFETY CLASS REQUIRED AT THE FOLLOWING LOCATIONS: 1 ^ I d ALL FOUNDATION WALLS AND FT65 SHALL BE POURED GONGRETE HEIGHT PER R311 5(2 - HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING 1. ANY GLAZING IN ANY DOOR TYPE ®�OHi�O� w 1 N WN OTHERWISE,CONCRETE 5LAB5 SHALL BE 4" THICK, SET ON 4" THICK GRAVEL BED,WITH WINDOWS AND EXTERIOR DOORS SHALL BE ADEQUATELY FLASHED AT HEADS AND PROPERLY CAULKED THE TREAD NOSING, OR FINISH B)RFAGE OF RAMP SLOPE,SHALL BE NOT LESS THAN 34 INCHES (864 MM) 2. GLAZING IN ANY WALLS ENGLO5ING A SHOWER, TUB, SAUNA OR STEAM ROOM! UNLESS 5H0 AND WEATHERSTRIPPED. ALL GLAZING SHALL BE LOW-E, DOUBLE-PANED. ALL WINDOWS TO BE ANDERSON AND NOT MORE THAN 38 INCHES (965 HIM) 3. ANY WINDOWS WITHIN 24" OF A DOOR.- S�� YI�5n JO d V' 9 Iu) IS 0 b" X 6', 10/10 WELDED WIRE MESH REINFORCING. OR EQUAL " I 4. ANY INDIVIDUAL PANE OF GLASS WITH AN AREA GREATER THAN q.O 5Q. FT. WH E THE M 15 F LOAD BEARING PRESSURE ONLY IN WIND BORNE DEBRIS AREA-SEE CHART ABOVE: CONTINUITY PER R311562 - HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF LESS THAN 15" ABOVE THE ADJACENT FINISH FLOOR WITHIN 36" OF THE WINDOW. THIS PROJECT HAS 2,000 P5 5. GLAZING IN WALLS OF SPAS, HOT TUBS OR INDOOR POOLS WITHIN 5'-O" OF THE WATER." r FURNISH AND PLAGE IN THE STORAGE BOOM, PAINED NO STRUCTURAL PANELS,1/Ib" MIN THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE 6. GLAZING IN STAIRWAYS AND LANDING WITHIN 3'-O" HORIZONTALLY OFA WALKING SURFACE! _ TABLE R4D LSF. THIGKNE55 WITH A MAXIMUM SPAN OF 0 FT. FOR ALL GLAZED OPENINGS AT ALL WINDOWS. PANELS LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR 5HALL TERMINATE IN NEWEL PO575 Q PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH 2-1/2" k6 SCREWS IG," O. G. FOR SPANS < 4 OR SAFETY TERMINALS. HANDRAILS ADJACENT 70 A WALL SHALL HAVE A SPADE OF NOT LESS THAN I/2 FT, 12" O.O. FOR SPANS < 6 FT., AND W' O.G. FOR SPANS < 8 FT. AT ALL WINDOWS. INCH (38 MM) BETWEEN THE WALL AND THE HANDRAILS. • OREQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE GLA55 IS MORE THAN 60" ABOVE THE (1 FLOOR, R LOAD-BEARING PRE55URE F_X; 1, HAMS: GLA55 OF MATERIAL (POUNDS PER 50UARE FOOT) FIRE STOPPING I. HANDRAILS HALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN, ASPHALT ROOF SHINGLE NOTES 0 q PROVIDE FIRE STOPPING AS PER THE 2007 RESIDENTIAL CODE OF NEW YORK STAE. FIRE STOP 2 THE USE OF A VOLUTE, TURNOUT,STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER LI to CRYSTALLINE BEDROCK 12PO0 CONGEALED SPADES WITHIN WALL,CEILING, (PARTITION, FLOOR, STAIR,ATTIC OR CORNICE CONSTRUCTION THE LOWEST TREAD. ASPHALT ROF SHINGLES SHALL HAVE SELF-SEALING STRIPS OR SHALL BE INTERLOCKING AND SHALL \ ,( SEDIMENTARY AND FOLIATED ROCK 4,00 AND AROUND CHIMNEY, PIPE AND DUCT OPENINGS IN SUCH CONSTRUCTION, SHALL BE FIRESTOPPED OR COMPLY WITH THE REGUIREMENTS OF ASTM D-225 OR D-3462 /- FILLED WITH NON 0MBU5TIBLE MATERIAL TO PREVENT THE PA55AGE OF FLAME, SMOKE, FUMES AND HOT O SANDY GRAVEL AND OR GRAVEL 3,00 6ASE5, FIRE STOPPING OR FILL SHALL BE NONFLAMMABLE MATERIAL WHICH CAN SHAPED,FITTED AND GUARDS PER SECTION 8312 ALL FASTENERS FOR ASPHALT ROOF SHINGLES HALL BE GALVANIZED STEEL, STAINLESS, ALUMINUM, OR (GW AND GP) PERMANENTLY SECURED IN POSITION. FIRE STOP CONCEALED VERTICAL SPACES IN WALL5 AND GOPPER ROOFING NAILS. FASTENERS 5HALL BE MINIMUM 12 GAGE SHANKED WITH A MINIMUM 3/8" DIA. „H Q PARTITIONS SHALL BE BE FIRESTOPPED AT EACH FLOOR LEVEL AND A7 THE CEILING OF THE UPPERMOST GUARDS REQUIRED PER 89121 41J O SAND,SILTY SAND, CLAYEY SAND, STORY,50 THAT SUCH SPACES WILL NOT BE CONTINUOUS FOR MORE THAN ONE STORY OR COMMUNICATE PORCHES, BALCONIES OR RAISED FLOOR SURFACES CONGAED MORE THAN 30 INCHES ("762 MHO ABOVE THE HEAD,AND OF SUFFICIENT LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND THE 5TH AT G. SILK GRAVEL AND CLAYEY GRAVEL 2ppp WITH CONGEALED HORIZONTAL SPADES IN THE FLOOR OR ROOF GONSTRUGTION. SPACE BETWEEN FLOOR FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LE55 THAN 36 INCHES (914 MM) IN HEIGHT. OPEN SIDES ASPHALT ROOF SHIN6L ES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS A5 REQUIRED BY THE (l 0 (SW,SP$M,SGGM,GG) JOISTS WITH CEILINGS ATTACHED DIRECTLY' TO THE JOISTS SHALL E FIRESTOPPED FOR HE FULL DEPTH OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES (162 MMU ABOVE THE FLOOR OR GRADE BELOW MANUFACTURER. LI F OLAP, SANDY CLAY, SILTY CLAY, OF THE JOISTS AT ALL POINTS OF SUPPORT, UNDER SUPPORTED WALLS AND PARTITIONS HAVING A SHALL HAVE GUARDS NOT LE55 THAN 34 INCHES 0eb4 MMI) IN HEIGHT MEASURED VERTICALLY FROM THE p� _ CLAYEY SILT, SILT AND SANDY SILT 1,500E REQUIRED FIRE- RESISTANCE RATING NOR HOF THE TREADS. FOR NORMAL APPLICATIONS, ASPHALT ROOF SHINGLES SHALL BE SECURED TO THE ROOF WITH NO LESS lY. U GL(GLEY S AND CH) PORCHES AND DECKS WHICH ARE ENCLOSED WITH INSECT SCREENING SHALL BE PROVIDED WITH GUARDS THAN FOUR (4) FASTENERS PER STRIP SHINGLE OR TWO (2) FASTENERS PER INDIVIDUAL SHINGLE. Q FIRE STOP CONCEALED SPACES WITH WOOD FRAMED WALLS AND PARTITIONS AT EACH FLOOR LEVEL WHERE HE WALKING SURFACE 15 LOCATED MORE THAN 30 INCHES (162 MMU ABOVE THE FLOOR OR GRADE v = FOR SL I POUND PER SQUARE FOOT = 0.0419 KN/M' AND AT THE CEILING LINE OF THE TOP STORY. WHERE FIRE STOPS ARE NOT AUTO- MATIGALLY PROVIDED BELOW. ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF 51X (b) FASTENERS PER SHINGLE WHERE THE EAVE 15 I H BY THE FRAMING SYSTEM USED, USE CLOSIELY FITTED WOOD BLOCKS SAME WIDTH AS FRAMING MEMBERS HARD OPENING LIMITATIONS PER 8312 2 20 FEET OR HIGHER ABOVE GRADE OR WHERE THE BASE WIND SPEED 15 120 MPH OR GREATER. O A. WHEN SOIL TESTS ARE REQUIRED BY SECTION R4O1.4, THE ALLOWABLE BEARING CAPACITIES OF THE MI AN O 5 REQIIRED 61JARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES Z 501E SHALL BE PART OF THE RECOMMENDATIONS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DD NOT ALLOW PA55AGE OF A MISCELLANEOUS CONSTRUCTION NOTES 6 PROVIDE GUTTERS AND LEADERS AND GRADE SOIL TO DRAIN AWAY FROM HOUSE. pRLVIDE DRYWELLS A5 SPHERE 4 INCHES (102 MM) OR MORE IN DIAMETER. B. WHERE IN PELAGE SOILS WITH AN ALLOWABLE BEARING CAPACITY OF LE55 THAN I,SOO PSE ARE LIKELY PER LOCAL TOWN GODES. GOLOR AS SELECTED BY OWNER ALL CONCRETE WORK SHALL CONFORM TO REQUIREMENTS AND RECOMMENDATIONS OF ALL CONFORM O TO BE PRESENT AT THE SITE, THIS ALLOWABLE BEARING CAPACITY SHALL EE DETERMINED BY A SOILS IN KITCHENS, PROVIDE A PROPERLY-SIZED EXHAUST FAN, DISCHARGING TO THE OUTDOORS. ExGFPTIQNS "SPECIFICATIONS FOR 'dRUGTURAL CONCRETE FOR &11LDINGS" REINFORGIG STEEL SHALL CONFORM TO INVESTIGATION IN BATHROOMS, PROVIDE A MEDICINE CABINET AS SELECTED BY OWNER. I. THE TRIANGULAR OPENINGS FORMED EY HE RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE ASTM A-615 GRADE bC' TABLE IZ402.2 PROVIDE 5/8" FIRE LODE GYPSUM BOARD ON CEILING ABOVE HEATING UNITS AND WALLS. OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH A SIZE THAT A SPHERE 6 INCHES (152 MM) ALL STEEL WORK 5HAL', GONFORM TO THE REQUIREMENTS OF THE AISO 'SPECIFICATIONS FOR DESIGN, CANNOT PASS THROUGH. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". STEEL SHALL CONFORM TO ASTM MINIMUM SPECIFIED OBLE551VE STRENGTH GONGRETE THE OWNER ANO CONTRACTOR HAVE THE RESPONSIBILITY TO GOMPLY WITH ALL APPLICABLE CODES, LAWS, 2, OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS HALL NOT ALLOW A SPHERE 4 A-572(GRADE 50) ANC 4-501 RULES AND REGULATIONS IN THE CONSTRUCTION OF THIS PROJECT AND TO VERIFY ALL DIMENSIONS, 3/8 INCHES (101 MM) TO PASS THROLKH. MINIMUM SPECIFIED COMPRE551 VE STREGTHA(F'c) MATERIALS AND THE LOAD-BEARIN6 CAPACITY OF THE SOIL PRIOR TO START OF WORK. ALSO,VERIFY TYPE OR LOCATIONS OF ALL CONDITIONS FOR WORKABILITY. THE ARCHITECT WILL NOT ENGAGED IN THE SUPERVISION OR ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL NEG AND UNDERWRITERS LABORATORY CONCRETE GONSTRUGTION NEGLIGIBLE MODERATE SEVERE INSPECTION OF THIS PROJECT DURING GONU-'TRUGTION. THE GONTRAGTOR SHALL COMPLY WITH THE REQUIREMENTS. FI PGTRICAL NOTES BASEMENT WALLS, FOUNDATIONS AND OTHER 2$00 2$00 2,5006 CONTENTS OF THE SPECIFICATIONS FOR THESE DRAWINGS THE SCOPE OF THE ELECTRICAL WORK ENCOMPASSES An OPERATING ELECTRICAL SYSTEM AS INDICTED PRE-FABRICATED FIREPLACES AND FLUES SHALL BE UL APPROV D. CONCRETE NOT EXPOSED TO THE WEATHER SM IDE ALARMS ON THE DRAWINGS AND NOTED HEREIN. IT 15 NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY MINOR OR SLABS ON 2 OO G' SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: DETAIL OF CONSTRUCTION. IT I5 THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO SECURE AND INSTALL SMOKE DEIRE'IER5 AND CARBON MONOXIDE DETECTORS IN AGGORDANGE WITH ALL STATE AND BASEMENT SLABS AND INTER( 2,500 2$00 Y5 I. IN EACH SLEEPING ROOM. PAY FOR ALL REQUIRED ELECTRICAL PERMITS AND PROVIDE ALL NEGE55ARY LABOR, MATERIAL AND AND LOCAL COPE REQUIREMENTS. GRADE, EXCEPT GARAGE FLOOR 5L-A55 D p 2.OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF HE BEDROOMS EQUIPMENT TO CONFORM TO THE INTENT OF THE SCOPE OF WORK. THE ELECTRICAL INSTALLATION SHALL BASEMENT HAL-1-5, FOUNDATION WALLSA,L 2500 3,000 3,00 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL COMPLY WITH ALL RULES, AND REGULATIONS OF THE NATIONAL FURN15 IN CODE (NEC), LOCAL BUILDING THE OWNER SHALL ARRANGE FOR SUPERVISION OF THE GONSTRVGTION WORK TO INSURE COMPLIANCE WITH EXTERIOR WALL5 AND OTHER VERT SPADES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND CODE AND THE REGULATIONS OF THE PUBLIC UTILITY COMPANY FURNISHING PRIMARY SERVILE. THE CONTRACT DOCUMENTS. CONCRETE WORK EXPOSED TO THE WEATHER WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE PORCHES, CARPORT 5LA85 AND STEPS D,E D,E ALL MATERIALS, EQUIPMENT,DEVICES,BTG. UTILIZED IN THE WORK, SHALL BE UNDERWRITERS LABORATOR ARGHITEGTS GERTIFIG 4TION 2$00 3,000 3$00 UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 (UL) L15TED AND SHALL BEAR THE UL LABEL, EXPOSED TO THE WEATHER AND 6ARAOE LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. THI5 AR PROFESSIONAL CERTIFIES THAT L THE BEST OF HIS KNOWLEDGE, INFORMATION, BELIEF, AND FLOOR 5LAB5 CARBON MONOXIDE ALARMS SHALL BE INGTALLED IN THE FOLLOWING LOCATIONS: HEATING AND VENTILATING SYSTEM SHALL BE DESIGNED BY A MECHANICAL ENGINEER PROFE551ONAL JUDGEMENT, THE PLANS ARE IN COMPLIANCE WITH APPLICABLE REQUIREMENTS OF THE I. WITHIN EACH DWELLING UNIT ON ANY STORY HAVING A SLEEPING AREA RESIDENTIAL GCE OF NEW YORK STATE INCLUDING THE ELECTRICAL CODE DIVISION, CHAPTER 33 I� I1 N FOR 5L 1 POUND PER SQUARE INCH = bbg5 KPA 2. ON ANY STORY OF A DWELLING UNIT WHERE FUEL-FIRED APPLIANCES AND EQUIPMENT, 5OLID-FUEL PLUMBING SYSTEM NOTES: THROUGH 42 AND THE ENERGY CONSERVATION CONSTRUCTION LODE OF NEW YORK STATE I� BURNING APPLIANCES AND EQUIPMENT„ FIREPLACES OR ATTACHED GARAGES ARE LOCATED, A THE SCOPE OF THE PLUMBING WORK ENCOMPASSES an OPERATING PLUMBING SYSTEM GONSISTIG OF THI5 ARCHITECT GERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, INFORMATION, BELIEF, AND A. AT 28 DAYS P51 CARBON MONOXIDE ALARM INSTALLED ON ANY STORY OF A DWELLING UNIT HAVING A SLEEPING FOR WEATHERING POTENTIAL AREA SHALL SUFFICE FOR THAT STORY WHERE FUEL-FIRED APPLIANCES AND EQUIPMENT, SOLID-FUEL DRAINAGE, WASTE AND VENT PIPING, HOT AND GOLD WATER DISTRIBUTION SYSTEM,AND PLUMBING FIXTURES pROFE551ONAL JUDGEMENT, THE PLANS ARE IN COMPLIANCE WITH APPLICABLE REQUIREMENTS OF THE B.SEE TABLE R3OI.2(U MECHANIGAL CODE OF NY STATE, CHAPTERS 12 THROUGH 24 AND THE PLUMBIC CODE OF NY STATE, C. CONCRETE IN THESE LOCATIONS THAT MAY SE SUBJECT TO FREEZING AND THAWING DURING BURNING APPLIANCES AND EQUIPMENT,, FIREPLACES OR ATTACHED AUTOMOTIVE PARKING GARAGES COMPLETE WITH TRIM AND TRAPS. TIE INTO EXISTING PLUMBIC LINE AS REQUIRED CHAPTERS 25 THROUGH 32. LONSTRUGTION SHALL BE AIR CONCRETE IN ACCORDANCE WITH FOOTNOTE D ARE AL5O LOCATED ALL WORK SHALL CONFORM TO THE APPLICABLE PLUMBING GOES, AND ALL PERTINENT LOCAL D. CONCRETE SHALL BE AIR ENTRANEO. TOTAL AIR CONTENT (PERCENT BY VOLUME OF GONGRETE) 3. WHERE MORE THAN OryE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN REGULATIONS APPLICABLE TO THI5 SECTION, PROVIDE ALL REQUIRED PERMITS AND OBTAIN ALL SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 1 PERICE CENT INDIVIDUAL DWELLING UNIT, THE ALARMS SHALL BE INT IN SUCH A MANNER THAT THE INSPECTIONS AND PAY SUCH FEES AS MAY BE THEREBY INCURRED. PERFORM OR OBTAIN ALL TESTS A5 NOT E. SEE SECTION 8402.2 FOR MINIMUM GEMENT CONTENT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS IN THE INDIVIDUAL UNIT, THE ALARM MAY BE REQUIRED, SUPPLYING ALl LABOR AND INSTRUMENTS NEEDED AND PAY SJGH COSTS INCURRED. THESE DRAWINGS,PREPARED FOR THE SPECIFIC PROJECT INDICATED IS AN INSTRUMENT OF SERVICE AND SHALL IO CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOSE LEVEL5 WITH ALL THE PROPERTY OF CUSTOM DESIGNED RE5IDENGES. INFRINGEMENT OR ANY USE OF THESE DRAW( O TABLE 3.28 INTERVENING DOORS CLOSED GIVE CAREFUL CONSIDERATION TO THE WORK OF OTHER TRADES AND ORGANIZE THE WORK SD THAT IT ANY OTHER PROJECT OR OWNER, OTHER THAN THOSE INDICATED ON THESE DRAWINGS 15 PROHIBITED. ANY WILL NOT INTERFERE WITH THE OTHER TRADES. EXAMINE THE SITE AND PLANS AND BE FULLY INFORMED ALTERATION OR REPRODUCTION OF THIS DOCUMENT 16 AL5O PROHIBITED BY LAW, WITHOUT THE WRITTEN IAO q2o REGARDING LIMITATIONS OF SPACE AVAILABLE FOR INSTALLATION OF ALL EQUIPMENT AND MATERIALS AS CONSENT OF THE ABOVE SAID ARCHITECT, j$OTTO�FLA71E ED GUST WIND SPEED (MPH) 1,2.3,0 LI HT VENTILATION SECTION R3O3 WELL AS ALL CONDITIONS REGARDING SERVICE CONNECTIONS, GRADE, GROUND CONDITIONS AND ALL TO FOUNDATION O DATION SUPPORTING MAXIMUM ANCHOR BOLT SPACING Illi) HABITABLE ROOMS: ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE 6LAZIG AREA OF FAGTOftS INVOLVED IN THE COMPLETION OF THE WORK MEGHANIGAL PER MI1C3 HF UH NOT LE55 THAN b PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE 5/8° TYPE 'X' GYPSUM BOARD AT WALL5 4 CEILING OF UTILITY, PROVIDE 3/4 HR. FIRE RATED DOOR. TTIOH RESISRITG THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APP0 NF WITHIN 12" OF FLOOR. H ROVED OPENINGS TO HE OUTDOOR AIR. SUCHNO R LOADS 1/2"ANCHOR BOLTS OPENINGS SHALL BE PROVIDED WITH READ ACCE55 OR AREA LL THE OUTDOORS SHADILYLL EE CONTROLLABLE ENT OF R RN15H A FOR PROPER ER EXEGUEIONSANDNFU GTIONIN6TOF THE HPWMB NG SYSTEM OPENING AS MAY EE EAA.00F PROVIDE HAVE I"5G. NOH PER 2)000 BN/H OF TOTAL RESH AIR FOR MECH. TWO OPENINGS - ONE NINPU TOF ALL NAPPL ANDES IN SPACE. UPPER LATERJAL AND SHEA BY THE BUILDING OCCUPANTS, THE MINIMUM 1-3 STORIES 30' ANDOPENING DUCT TO 0E LEVEL OR VERTICAL. b/B' ANCHOR BOLTS MUST BE OPERABLETHE FLOOR AREA . HE GLAZED ING TAREAS SHAL BATHROOMS NOT H E REQUIREDM ERE ARTTIIF WITH LOL LIGHT AND WHICH PIPE OR EQUIPMENTNG, 5HALL. . HORIZONTAL HORIZONTAL DRAI EE 114STALLFO TO D AND VE TE FOR PP PIPING SHALL BE GRADED AT A MINIMUMOFV8° 0 46" MECHANICAL VENTILATION SYSTEMS ARE PROVIDED. 1-3 STORIES PER FT INTO THE SYSTEM ONTAL O PIPING SHALL BE PLUMBED IN TWO DIRECTIONS. PROVIDE NO O ASSUMPTIONS IN TABLE A-3.2 BATHROOM LIGHT AND VENTILATION R3O33 GONDUGTING UNIONS WHENEVER CONNECTING DISSIMILAR METALS IN THE PIPING SYSTEM. MEGHANIGAL ELECTRICAL PER MI305131 " ` 1 PRESCRIPTIVE LIMITS ARE BASED N HEAR LOADS THE MAXIMUM ANCHOR AITH A LIGHTING FIXTURE CONTROLLED BY A SWITCH ORATED AT THE REQUIRED PASSAGEWAY OPENING AND If\JI HVE BOLTS ARE USED TO RESIST UPLIFT. LATERAL AND S FOR UPLIFT LOADS BATHROOMS, WATER CLOSET CO'_ -_' EINO7 LE55 THAN 3 SQUARE�FEOETSONEpHALF OLL BE PROVIDED BE FURNISH AND INSTALL STOP VALVES, ESCUTCHEON PLATES,UNIONS,VENTS, ETC. A5 REQUIRED FOR THE A T14 r HA (GAL OUTLET SHALL BE PROVIDED AT OR NEAR THE APPLIANCE LOCATION IN AGGORDANGE x WHEN ATG AGGREGATE GLAZING AREA IN WINDOWS BOLT SPACING SHALL NOT EXCEED THE LESSER OF THE TABULATED VALUES (TABLE A-3,2C) OF LATERAL AND SHE LOADS (TABLE A-3AB). FOR OTHER ANCHOR BOLT LIMITATIONS OPERABLE. THE GLAZING AREA SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT AND MECHANICAL PROPER EXECUTION OF THE WORK. ALL PIPING EXPOSED TO VIEW WITHIN THE COMPLETED SPACE 5 WITH CHAPTER SEE SECTIONS 3.2.1.7 AND 32.2.3 DS ASSUME WALLS ARE SHEATHED IT VENTILATION SYSTEMS ARE PROVIDED. THE MINIMUM VENTILATION RATES SHALL BE 50 OFR FOR BE POLISHED CHROME OR BRASS A5 SELECTEE? 8Y OWNER. IN IN STORAGE OR EQUIPMENT PA PER AND BAS cuenT MASTRO 3 TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS THE TABULATED ANCHOR BOLT INERMITTEN7 VENTILATION OR 20 GEM FOR CONTINUOUS VENTILATION. VENTILATION AIR FROM THE SPACE E WITH SECTION 3.4.4,2. FOR OTHER WALL SHEATHING TYPES FACTOR IT TABLE 3.1]O, D DIRECTLY TO THE OUTSIDE. CONNECT ALL PLUMBING EQUIPMENT FURNIHED BY THE OWNER OR BY THE PLUMBING GONTRATOR AND THIS IN ATTICS, UNDER-FLOOR SPADES, UTILITY ROOMS AND BASEMENTS, AT LEAST ONE LIGHTING OUTLET W ACCORDANCE G SHALL BE EXHAUSTED SPACINGS SHALL BE MULTIPLIED BY THE APPROPRIATE SHEATHING TYPE ADJUSTMENT SECTION REQUIRING WATER DRAINAGE, WASTE AND OR VENTING SHALL EE INSTALLED WHERE THESE SPACES ARE USED FOR STORAGE OR CONTAIN EQUIPMENT Q DATE BUT IT TO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6' ON CENTER SERVICING. SUCH LIGHTING OUTLET SHALL BE CONTROLLED BY A WALL 5SUAL OR SHALL HAVE TO � ULU FOR THREE SECOND GUST WIND SPEEDS GREATER THAT 100 MPH.WITH A TABULATED USING THE VALUE Rl AY ILLLMINATION PER 83036 ALL CONGEALED WORK SHALL REMAIN UNCOVERED OR NOT INSULATED UNTIL REQUIRED TESTS HAVE BEEN INTEGRAL SWITCH AT LEAST ONE POINT OF CONTROL SHALL BE AT THE USUAL POINT OF ENTRY TO THESE TABLE A-3.5 GREATER THAT 262 PCF. LATERAL CONNECTIONS SHALL BE DETERMINE ALAI INTERIOR AND EXTERIOR STAIRWAYS 5HALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE COMPLETED AND APPROVED. IF 50 REQUIRED BY THE PROJECT SCHEDULE ARRANGE FOR PRIOR TESTS OF SPACES. THE LIGHTING OUTLET SHALL BE PROVIDED AT OR NEAR THE EQUIPMENT REQUIRING SERVING FROM TABLE A-3.5 SPECIFIC PORTIONS OF WORK INVOLVED. W STA(I N,INGLUDIG THE LANDINGS AND TREADS, INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ROOF VENTILATION pE2 RbO6.2 �' DRWT BY SC ARTIFICIAL LIGHT SOURCE LOCATED IN TME IMMEDIATE VICINITY OF EACH LANDING OF THE STAIRWAY FOR THE TOTAL NET FREE VENTILATION AREA SHALL NOT BE LESS THAN I TO 150 OF HE AREA OF THE SPACE IN AGGORDANnE HITH ALL PPLICABLE CODE ALL 5T5 SHALL 13 Hoop FRAMING INTERIOR STAIRS THE ARTIFICIAL LIGHT SIOURGES SHALL BE CAPABLE OF ILLUMINATING TREADS AENA�S AND SHALL E INDICATE: ADEQUACYOAGGDEPT BLE QUIETNESS AND GONTNUOgS OPERATION OFALLEQUIPMENT VENTILATED EXCEPT THAT THE TOTAL AREA IS PERMITTED TO BE REDUCED TO TO 30, PROVIDED AT !n cHR'D BY R LUMBER SHALL BE CONSTRUCTION GRADE k 2, DOUG-FIR-LARCH, LANDINGS TO LEVELS NOT LE55 THAN FPOT-DANDLES (II LUX) MEASURED AT THE GENRGE ALL JOISTS BEAMS, RAFTERS AND OTHER STRUCTURAL E PROVIDED WITH AN ARTIFICIAL LIGHT 5OURGE LOCATED IN THE WITHOUT OVERLOADING INCLUDING CORRECT VOLUMES, SHALL BE AND 5ATI5FAGTORY TEMPERATURES LEAST 50 PERCENT AND NOT MORE THAN 80 PERCENT OF THE REQUIRED VENTILATING AT LEAST 3 FEET AREA 15 PROVIDED = PATE 11/17/09 R APPROVED EQUAL, EXCEPT WHERE SPECIFIED OTHERWISE. PROVIDE STRUNG LANDINGS. EXTERIOR STAIRWAYS SHALL 6 (9 FB=815 P.5.1.,O ND THE FULL HEIGHT. TOP LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS PROVIDING AGGE55 TO AND VELOCITIES. DEFECTS DISCLOSED BY f.ASIGH TESTS SHALL BE MADE GOOD AND THE DEFECTIVE 0Y VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPADE TO BE VENTILATED DIAGONAL BRAGIN6 AT EXTERIOR WALL CORNERS and WALL STUDS SHALL EXTE IMMEDIATE VICINITY OF THE A BASEMENT FROM THE OUTSIDE GRADE (LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE HAVDE BEEN MADE.. TESTDITIONAL C05T PRESSURES 5HALL BE MAINTAINEDTHE OWNER, TFORH ALL BE GO CONTINUOUS TWDAFTER ELVE HOURORRECTIONS PERIOD. (914MM) ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED 22 SILLS AND ALL WOOD IN CONTACT WITH THE GONGRETE SHALL BE TREATED LUMBER AGO GRADE k2, LOCATED IN THE IMMEDIATE VICINITY OF THE BOTTOM LANDING OF THE STAIRWAY. BY EAVE T CORNICE VENTS. AS AN ALTERNATE, HE NET FREE GRO551VENTILATION AREA MAY BE ReVl31oNB SOUTHERN PINE, FB=815 P.5.1. OR APPROVED EQUAL UPON COMPLETION OF THE WORK ALL FIXTURES 5HALL BE THOROUGHLY CLEANED WITH SOAP AND WATER REDUCED TO I TO 16 I WHEN A VAPOR BARRIER HAVING EI TRANSMI551ON RATE NOT EXGEEDIN6 PERM J TREATED LUMBER MUST BE COPPER GOATED,STAINLESS STEEL OR EXCEPTIONS GHT SOURCE IS NOT REQUIRED AT THE TOP AND BOTTOM LANDING, PROVIDED AN ADJUSTED AND LEFT READY FOR USE. THI5 SEGTION SHALL EE RESPONSIBLE FOR PROTECTION OF ALL (51.4 M015-112-PN 15 INSTALLED ON THE WARM 50E OF CEILING. Q DATE ISSUED ANY FLASHING IN GONTAGT WITH AGO I, AN ARTIFICIAL LI FIXTURES TO INSURE THAT ALL ARE IN 6000 CONDITION ON JOB COMPLETION. REPAIR AND TOUCHUP TO 5/3/10 FOR PERMIT DWBLE DIPPED GALVANIZED ARTIFICIAL LIGHT SOURCE 15 CRATED DIRECTLY OVER EACH STAIRWAY SECTION. THE OWNERS SATISFACTION FACTORY FINISHED SURFACES,SPEGIAL COATINGS,AGOUSTIGAL TREA"fMENTS, MECHANICAL APPLIAN"ES IN ATTICS PER MI3O51 3 © 9/3/10 REVISED AS GLEARANGE, WOOD FRAMING SHALL BE AT LEAST B" ABOVE ADJACENT GRADE. 2. OWNER-OCCUPIED ON OWIELLINGS NOT SUPPLIED WITH ELECTRICAL POWER IN ACCORDANCE BTG.THAT MAY BE DAMAGED DURING THE PROGRESS OF THE WORK. ATTICS CONTAINING APPLIANCES REQUIRING AGGE55 SHALL BE PROVIDED WITH AN OPENING AND A TOTED WITH SECTION RE33O1.5. CLEAR AND UNOBSTRUCTED PA55A6EWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST F- 12/22/10 REVISED PER ZBA ALL LAMINATED VENEER LUMBER (LVL) SHALL BE E=20 BY TRU55 JO15T OR EQUAL. PROVIDE BLOCKING APPLIANCE, BUT NOT LE55 THAN 30 INCHES HIGH AND 22 INCHES WIDE AND NOT MORE THAN 20 FEET IN S WHERE NOTED A5 PER MANUF. SPECS AND THE RESIDENTIAL CODE OF THE NEW YORK STATE L HT ACTIVATION PER 83036.1 DUCTS IN UNCONDITIONED SPACES MUST BE INSULATED TO R-5 LENGTH WHEN MEASURED ALONG THE CENTERLINE OF THE PA55A6EWAY FROM THE OPENING TO THE U' LNG WALLS, HEADERS SHALL REST ON THE CONTROL FOR PER11 I R570N OF THE FiSoUIITRHOUT TERIO RSTAII W YLIGSTEPSI THE ILLUMINATION OF (BLE AT APPLIANCE. THE PA55AGEWAY 5HALL HAVE CONTINUOUS SOLID FLOORING IN AGGORDANGE WITH CHAPTER 1/9/11 ® REVISED PER ED HEADERS: 2 - 2"X10" UNLESS SPECIFIED OTHERWISE. IN BEAR THE TOP AND BOTTOM OF EACH STAIRWA } WHERE NOTED DOUBLE STUDS, EACH SIDE. EXTERIOR STAIRWAYS SHALL BE CONTROLLED FROM INSIDE THE DWELLING UNIT. ALL HOSE BIBB LOCATIONS SHALL BE AS INSTRUCTED BY OWNER 5 NOT LE LL THAN 24 INGHE5 WIDE. A LEVEL SERVOS SPADE AT LEAST 30 INCHES DEEP AND 30 INCHES SUPPORTS, PROVIDE STRUCTURAL SUPPORTS BELOW EACH POST OR STRUT A5 REQUIRED. WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE OF 20 ICE WHERE 0 INCHES, 15 REQUIRED. THE CLEAR d EXCEPTIONS, CLOTHE DRYER EXHAL6T HALL COMP Y NIT�H `EGi TION RM15O1 ACCESS OPENING DIMENSIONS SHALL BE A MINIMUM OF 20 INCHES BY 30 INGHE5, WHERE SUCH DIMENSIONS O ARE LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE U ,IDB no. BRIDGING: WOOD OR METAL , 8'-O" O.G. MAXIMUM; 2 NAILS PER END. INSTALL PER MANUFACTURES L LIGHTS THAT ARE CONTINUOUSLY ILLUMINATED OR AUTOMATICALLY CONTROLLED. ��-72 BRIDE IGATIONS 2. OWNER-OPERATED ONE-FAMILY DIWELLINGS NOT SUPPLIED WITH ELEGTRIGAL POWER IN TDO THE OUTDOORSYA14DM HALLO ERMINADTEPONDTHE OUTSIDE OF THESBUILDING. EXHAUSTT DUCT TERMINNATIONS ACCORDANCE WITH SECTION RF33O1L5 SHALL BE IN ACCORDANCE WITH THE DRYER MANUFACTURER'S INSTALLATION INSTRUCTIONS. SCREENS U z PARTITIONS: PROVIDE DOUBLE JOISTS UNDER PARTITIONS PARALLEL TO JOISTS UNLE55 INDICATED TO BE SHALL NOT BE CONNECTED AT THE DUCT TERMINATION. EXHAUST DUCTS SHALL BE EQUIPPED WITH A MORE, PROVIDE DOUBLE JOISTS UNDER BATHTUBS. STAIR TREADS AND RISERS PER R311,5.3 � SHEET To. CORNERS: 3-2"'4 INTERIOR CORNERS 34"'4" exterior WALL5: 2""4", 16" O.G. INTERIOR RISER HEIGHT PER R31153J - THE MAXIMIUM RISER HEIGHT SHALL BE 8 I/4 INCHES (2O9MM). THE RISER EYS EDM�SHA DAEMPLIMITEDXTOLSINGLE TRANSITION SU NOT TO USED 8 FEET M LEG N, MAX LENGTRYER TO THE H OF AST UG1 0-1 Q EXTERIOR G 5HALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS THE GREATEST CLOTHES DRYER 5HALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF 0 WALLS 2"x4",16" o.c. UNLESS OTHERWISE NOTED RISER HE15HT WITHIN ANY FLIGHT OF STARS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH TERMINATION. J OPENINGS: DOUBLE WOOD FRAMING SHALL BE PROVIDED AROUND OPENINGS IN WALLS FLOORS, CEILINGS, (q,5 MIM). a ROOFS, etc. DOUBLE ROOF RAFTERS AS PER ROOF PLAN 0 z _-----_ ARSHAMOMOUE HARBOR DEMOLITION OF EX15TING ELLING AND CONSTRUCT A (2) TWO 5TOV DWELLING WI HALL (� 5ETBACK5 A5 NOT ON PLAN NAILING SGHEDULE AND DETAILS FOR STRAPING MEMBERS NI 5r x s 1 � su4' 6'-65/4" 10'-0' 6,.67/4, 5 I WOOD FRAME GONSTRUGTION MANUAL - 2001 EDITION DESIGN NOTES : "1 4P z r = - - - - - - - - 7_ -;- - - - - - - - - - - - - - - - - - - - - - STEP ABOVE � - - 1 r - 1 3 FOLLOW WIND DESIGN 110 MPH REQUIREMENTS + - - 5r2X�HDR- r BSTEPABRV- -I- r - - - mDRi o U�y ENERGY NOTES / T / L i - - - _ - /py �/�y I. Wood framed Floors,walls and coil s shall have an approved 1 tl dA / tlIXA IN/ EX15TNS NOSE LOCATION / DE51 C N G/ \LGUL/ NT I ONS vap 9 barrier (po pea square aoaetmg of LO perrtJ installed on the SID LOVER POOL + +I 1 y T;�a IT2o 12PIE -n9 PP r �'. L .L -J L - - J LJIn ulnter' side of thermal Insulation, l r-- T i02. Wlndous andslidln tloors shall hwe a max.air InflltratlonNB'1 LEELHIIK POOL-W l r--R301.2.2.2.1 WEIGHTS OF MATERIALS ratio aF 0.3 CFMg foot of window area 5wln In luI ^�+ "XIS"FT63ISIfWTFfGP7.E1AVERAGE DEAD LOADS SHALL NOT EXCEED 15 P5F FOR ROOFSCEILINS ASSEMBLIES OR 10 PSF FOR doors shall have a max.air Infiltration rate of O5 OFM per ,6fUVH.Al PEPoMEI& 'i it -,e B4 B'-103/4'EX115TN5 TYPIL4 O IN B :4 FLOOR ASSEMBLIES EXCEPT AS FURTHER LIMITED BY SECTION R30122 DEAD LOADS FOR square foot of door area. AW HLOW ORANASEI li, l WALLS ABOVE 6RAI2E SHALL NOT EXCEED: 3'Of irNOK+RVI B3AtfJN6 l 2BA' '- O I. FIFTEEN P5F FOR EXTERIOR LIGHT-FRAME WOOD WALLS. 3. All Fireplaces hall be provided with a damper for outside combustion i Y l m l air 150-zoo GPM. All Hues shah have tight seated dam with 11 q 1 2'kb° TREATED LEDGER W/1/2"DIA GALVY LAB 2. FOURTEEN PSF FOR EXTERIOR LIGHT-FRAME GOLD-FORMED STEEL WALL5. g Pci 11''0"I F - - - - - - - - _ - 4. TEN PSF FOR INTERIOR LIGHT FRAME WOOD WALLS. f1 max. air leakage OF 20 CFM. All Fireplaces shall have tight- BOLTS B 24"OC.STAGGERED 1 1 4. FIVE PSP FORINL FOR ARThe Contractor LIGHT FRAME GOD-FORMED STEEL WALLS. non-combustible doors. PROP05®OELK GY 5. EIHTPSF B-INCH-THICK MSONY WALLS. 4. The Contractor shall submit the design,size and type Of mechanical 6. EIGHTY-FIVE PSF FOR 6-INGH-THIGK GONGRETE WALL5. systems which will be used, In 5uFWaent detaU,as required by 1 - - - - - - - - - - - - -I- - - - - - - - - - - EXCEPTION:ROOF/CE IL INC, DEAD LOADS NOT EXCEEDING 25 P5F SHALL BE the BWIgNg Department PROPOSED 671 2ND STORY I gCID PERMITTED PROVIDED THE WALL BRAGIN6 AMOUNTS IN CHAPTER 6 ARE 5. All thcrmosto. shall Be, adJu5hlble Fr. 55 degrees to H5 degrees Q FRAME DWELLING LOCATION I n/ INGREASEO IN AGGOR1OANGE WITH TAE3LE 0.301.2.2.2.1. Forenheit. 1 , :� Lo 6. All dude and pipes einall be Insulated as required by code. +J- 1. HVAC Contractor shall verify heat loss calculations E45TIW HOUSE LOCATION MINIMUM UNIFORM DISTRIBUTED DE515N LOADS ^ LD (TABLE R301.5) IN POW05 PER SQUARE FOOT F4 1 m 1Z7_ SAFETY GLASS REGZUIREME'NTSi , Ip 111,B'6PI40SERIESF.J.u6'OL. -'Ip USE LIVE LOAD PROPOSED STEPS 10'-0' o 5AFET'r 6LA55 REQUIRED AT THE FOLLOWING LOCATIONS ATTICS WITH LIMITED STORAGE G,H 20 PSF II T/6'GPI 40 SERIES F.J.@ Ib'OL I. Any glazing h any door type m ATT165 WITHOUT 5TORACE B 10 P5F 2. Glazlry in ory walls enclosing a shower,tub,sauna or steam room.` ,� ---2----s- _� F - 0 3. Any windows within 24" of a door.' P 100 u DECKS E 40 P5F 4 Any Individual pane of glass with an area greater than 9.0 sq. Ft. o q l 1 PROP05EP ;h where the bottom is less than 18- above the adjacent Finish floor 1- - "L COVERED - P EXTERIOR BALCONIES 60 PSF within 3b" OF the window. , ll ': l 1 PORCH 5 elazing In walls OF spas,hot Was or Indoor pools within 5'-0" 1 -) , L FIRST ESCAPES 40 PSF of the water.' �PUMiE WATER LIFE I T m D b. Glazing In StOlrway6 and landings within 3'-O" horizontally of a L lir 1 6VARDRNI-5 AND HANDRAIL5 200 P51 walking surface" F ` THE REOI/IREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF APPROVED SEPTIC a 0.'T RELOCATED O u c 6UARDRAIL5 IN COMPONENTS 50 P51 THE GLA55 15 MORE THAN 60" ABOVE THE FLOOR. SYSTEM LOCATION, -` �' ` 6ARA6EY5HE 4'LONG 5L B WER 6 A A THIS 15 THE MINIMUM ( ( i \' MIL VAPOR BARRIER PASSENGER VEHICLE GARAGES 50 PSF - a' .. `- 1 OVER WELL ASPI-1,4LT BOOP SI-TINGLE NOTES REQUIREMENTS 1 T( �_-; I fit ,( ROOMS OTHER THAN SLEEPING ROOMS 40 P5F ,S,-0. _ l _i i b,-0, 1V 1 COMPACTED FILL SLEEPING ROOMS 30 PSF 1. Asphalt roof shingles shall have self-sealing strips or shall be Ac , - \ (14N1 Interlocking and shall comply with the requirements OF ASTM D-225 - (Mw`R` f o I (_) ^� T - -, Y� W STAIRS 40 P5FG or D-3462 i 'y+`�_ l - a 2. All fasteners Fa asphalC roof Shingles Shall be galvanlzetl steel, S '° 1 BOILER 1 1n1 4 2 2 skalnless,aluminum,or copper roorIng nails. Fasteners shall de m101gum 4 FOR 51: 1 POUND PER SQUARE FOOT=OD41q KN/M, 1 50 INGH=645 MM I POUND=4.45 N. 12 gage shall w& a minimum 3/b did.head,and of suffident lam th F m A. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2000-POUND LOAD to penetrate through the roofing materlals and the sheathing. u1 ,r .1 I-Q 1I 4"STEEL COL6MN - 4 APPLIED OVER A 205QUARE-INGH AREA. 3, Asphalt roar shingles shall hove the mil number of Fasteners 49 01 i i 1 8 L - I - L DOWN TO 7CUMN%IB" O B. APPLIES TO ATTIC SPADES MEETING THE REQUIREMENTS IN SECTION R802.4.1 FOR regmred by the manuFacWrer, p J I W CONVENTIONAL GEILIN6 JOISTS AND SECTION Rb02.10.1 FOR TRUSSES. ATTICS WITHOUT 4. For normal applications,asphalt roar shingles shall as, secured to the roof 1 S POCKED CCNL S 5TORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOISTS AND RAFTER 15 with no less than four (4) Fasteners per strip shingle or two (2) fasteners )l .� 1 FOOTING-TYPICAL M 4 LESS THAN 42 INCHES,OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH per Individual shingle. -1 11 J rug 15 H THE SAME HE GONFI6URATION CAPABLE OF GONTAININ6 A RECTANGLE 42 INCH HIGH 5. Asphalt strip shingles shall hwe a minimum of six (b) fasteners peer shingla i ? 4. 1 m BY 2 FEET WIDE,OR GREATER, LOCATED WITHIN THE PLANE OF THE TRUSS. FOR ATTICS feet se whore the eave Is 20 ft or higher above grade or where the bawind H 2 \ I Q 0 WITHOUT 5TORA5E,THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH (� 1 ANY OTHER L I l/E= LOAD REG2U RHMHNTS, speed Is 120 mph or greater. W Q _ II m Y O. INDIVIOUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE I 4 U LOAD OR A 300-POUND CONCENTRATED LOAD ACTIN&OVER AN AREA OF A 4 SQUARE GENERAL GONSTRUGT I ON NOTES INCHES, WHICHEVER PROOUGE5 THE GREATER STRESSES J ___ _ I 4 D. A SINGLE CONCENTRATED LOAD APPLIED IN AND DIRECTION AT ANY POINT ALONG THE TOP. I. All concrete work shall conform Co requirements and recommendations of 5 37° 50' 00 E m 50. 0' 11 F -I - , o vT( H E. SEE SECTION 0.502.2.1 FOR DEGK5 ATTACHED TO EXTERIOR WALLS AOI-301-96 "SpeuFlcatlons For Structural Concrete for E>vUGings" 11 4l. p F. GUARD IN-FILL COMPONENTS(ALL THOSE EXCEPT THE HANDRAIL),BALUSTERS AND PANEL Relnfordng steel SHALL COPORM TO ASTM A-615 GRADE 60 -_ (4)q VZ'LVL LARDER _ - T1 FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTAL APPLIED NORMAL LOAD OF _ (4)q I/2'LVL GIRDER 0 iu 4l POST ABOVE�H '-- 1,051 ABOVE _-_-� Z 50 POUNDS ON AN AREA EQUAL TO I SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED TO 2. All steel work shall conform to the requirements of the AISC 'Spelcrical For ? ACT CONCURRENTLY WITH WITH ANY OTHER LIVE LOAD REGUIREMENT. Design, Fabrication and Erection of Structural Steel for Buildings°. Steel shall conform 3 ?,� /`4 L 1 J d 6.APPLIES TO ATTIC SPACES NOT MEETING THE REQUIREMENTS FOR 5TORAGE PER FOOTNOTE to ASTM A-5T2(GRADE 50)and A-501 y O� Oi L - - - Iz- B. SEE SECTION R8O2.4.2 FOR CONVENTIONAL GEILIN6 JOISTS AND SECTION R802.1Ob FOR TRU55E5. FOR ATTICS WITH LIMITED 5TORA6E AND CONSTRUCTED WITH 3 All electrical work shall conform to local NEC and Underwriters Laboratory requirements. m/, .104/ -5 45 TRUSSES,THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE BOTTOM Q, N O CHORD OF NOT LE55 THAN TWO ADJACENT TRUSSES WITH THE SAME WEB GONFI6URATION 4, Pre-Fabrlcatetl fireplaces and Flues shall be <L apprwad. gg AA �/\ / ,� A \ / I� �/4? R N 1 GONTAININ6 A RECTANGLE 42 INGHE5 HIGH OR GREATER BY 2 FEET WIDE 5. Install smoke detectors and carbon monoxide detectors In accordance with all L.�/""A N/ y /'( v( yLJ ,r/1 s(), 'L-, Ik31LA OR GREATER LOCATED WITHIN THE PLANE OF THE TRUSS. THE RECTANGLE SHALL stroke and local code requirements. '� LO S'0'Xb'D' FIT BETWEEN ' HE TOP OF THE BOTTOM GHORD AND THE BOTTOM OF ANY OTHER TRUSS W/ MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET. 6. The Owner shall arrange for supervision of Che construction work Bo Insure MEMBER, !(f 6 I. THE ATTIC AREA 15 ACCESSIBLE BY A PULL-DOWN STAIRWAY OR FRAMED OPENING IN campuance with the contract documents. Q Vr AGGORDANGE WITH SECTION AND fY �JO 1 2. THE TRU55 SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2,12. 4,10 O H. ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DE516NEP TO SUPPORT THE MINIMUM / LIVE LOAD SPECIFIED FOR SLEEPING ROOMS ' -----------7 117/5"6PI 40SERIESFd.0l6'OL. L - L I WINDOW EORE55 SCHEDULE (ALL 5LEEPIINO ROOMS) I ov • � 16'oL. I FLOG REQUIRE[? AR OPENING A / AZ A 9EGO D MEANS OF FSRF_55 FIRST 5.0 SQ FT MINIMUM ' ' m 5 Z SECOND 5J 50 FT MINIMI / / r'. - - L-n - - - - - - - - - - L - - - - - -- - - - - - - I, PROVIDED 15 AT LEAST(1) WINDOW (OR DOOR) IN EACH HABITAL SPACE FOR EMERGENGY ESCAPE IN CONFORMANCE WITH N.Y.S. CODE SECTION 8310 MIN OPENING OF 5.7 50 FT (5 O SQ PT AT GRADE LEVEL WHEN GRADE TO SILL I ' L - - - - - - - - - - - .156]8E1ffiIB6'L �( 15 LESS THAN 4" DR LE55) W/MINIMUM NET HEIGHT 24" AND MINIMUM NET ® J 0 'may, 44" MAXIMUM A.F.F. TOOLS) BOTTOM OF OPENING ® / / n 01410BL,$ice O CL WIDTH XI 20' (OPERATION W/O NEED FOR 2. ALL WINDOWS MUST BE ANDERSEN LOW E" OR APPROVED EQUAL / �� / TO PIER GOWN - (- ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS r - - , - - To 3o xw'x1r FT6 - , V Z ' ' - _ (1)2x10 HIR (1)1X10 HDR TYPICAL 2'(10 NICK _ (TABLE R301.1) / m _ _ _ _ _ _ _ STRUCTURAL MEMBER ALLOWABLE DEPLEGTION J Z - - -1 L - - J �- RAFTERS HAVING SLOPES GREATER THAN 3/12 VI80 - WITH NO FINISHED GEILIN6 ATTACHED TO RAFTERS 9 7/ " 6'-10' 6'-0 V2' 6'd0' q 9/4' 3'-7 g' INTERIOR WALLS AND PARTITIONS WOO PLOT PLAN - - - - - - - - - - - - - -- 6- SITE INFORMATION OBTAINED FROM SURVEY PREPARED BY L - - - --� II II ITV FLOORS AND PLASTERED GEILIN65 -- L/B60 ISLAND WIDE LAND SURVEYORS PROFESSIONAL LAND 0 Gltt 51RVEYORS-MAY 10,2010 266" 3'-6' LILY ALL OTHER STRUCTURAL MEMBERS L/240 LEACHING SECTION-LEACHING POOL IS TO BE CONSTRUCTED 3 A� EXTERIOR WALLS WITH PLATER OR STUCCO FINISH Hl OF PRECAST REINFORCED U'/ CONCRETE LEACHING I-� r EXTERIOR WALL5-WIND LOADS WITH BRITTLE FINISHES V240 STRUCTURE, SOLID DOMES FOUNDA"I ION PLAN {,7 / RING: SLABS. cLAGNT MASTRO EXTERIOR WALLS-WIND LOADS°WITH FLEXIBLE FINISHES L/120 DRAINAGE MNL/ : FINISHED GRADE SGALE. = 1/4" = P-0" DATE STORM DRAINAGE CALCULATIONS: 3.0 INCH RAINFALL Q NOTE. L = SPAN LEN6TH, H = SPAN HEIGHT 8" REINFORCED TRAFFIC3 A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN A5 0.1 TIMES THE COMPONENT AND FRONT AREA AND ROOF: BEARING SLAB SALLOW 1' MIN. FOR Q FINAL ADJUSTMENT 1 DRWNSY LG GLADDING LOAD FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. AREA (5F) x RUNOFF COEFF, - EQUIV. DRAINAGE AREA LeTE r B. FOR CANTILEVER MEMBERS,L SHALL BE TAKEN A5 TWICE THE LENGTH OF THE CANTILEVER. INLET 4" MIN. DIA. APPROVED O. FOR ALUMINUM 5TRIIOTURAL MEMBERS OR PANELS USED IN ROOFS OR WALL5 OF HOUSE ROOF AREA: 1,938 S.F. % LO = 1,938 S.F. PIPE - PITCHED 1/8' PER I'-0°. D ® ® ® ® ® ® ® 0 LEGE I`ID <Hwo sr SUNROOM5 ADDITION5 OR PATIO LOVERS,NOT SUPPORTING EDGE OF GLASS OR SANDWICH LANDSCAPING/GRAVEL: NA S.F x O 33 = NA 5.F. D CZ M ® CM EM MI ® DPANELS,THE TOTAL LOAD DEFLECTION SHALL NOT EXLEED L/b0. FOR SANDWICH PANELS 0 ® CE En DN I� DO ® D DATE 91/17/09 USED IN ROOFS OR WALL5 OF SUNROOM ADDITIONS OR PATIO COVERS,THE TOTAL LOAD TOTAL: 1,139 S.F. BACKFILL WITH CLEAN D C7 ® DEJ CX ® M IC 0EQUIV,DRAINAGE AREA x DESIGN RAINFALL = DE51ON VOL.(6U.FTJ GRANUWt MATERIAL V-0" D ® CMCMED10DALL AROUND BASIN FOR FULL DEPTH NEW FOUNDATION WALLS REVISIONS 1,938 x .16 = 310.06 CU. FT. 2" RAINFALL 3'-0" MIN. 10'-0" OUTSIDE VOLUMN OF 5TORA6E REQUIRED: 310.08 o COLLAR DIAMETER DATE ISSUED V) Ius 5TORABE GAPAGITY/V.F.OF 10'DIAMETER RING. 68.42 6" MINIMUM PENETRATION Z 5/3/10 FOR PERMIT f; _ ITS 9/3/10& REVISED AS VERTICAL FEET PROPOSED: (2) 10' DIA. POOL ® 3' DEEP IMO A VIRGIN STRATA OF rc - -- - II \ NOTED SAND AND GRAVEL 5 SOIL BEARING ADEQUATE WITHOUT FOOTING \1 NEW DOORS 10/6/10e REVISED AS 4000 PSI CONCRETE 'q NOTED LEACHING RING 12/22/1 REVISED PER ZBA BACKFILL MATERIAL SHALL BE CLEAN SAND AND GRAVEL 1/9/11 ® REVILED PER ZBA TYPICAL LEACHING POOL SECTION-SINGLE POOL SYSTEM Me NO. SCALE:NOT TO SCALE 09- /q SHEET NO A-2 Ir! 0 z Y-K- SI/4' DV-6314• 10-0' 0'•63/4' 51/4 III NAS Lo :n (312%101OR �9)2%10 HDR (B)2%10 NDR �� p 3' HIGH RAILING Lu FYPON 5TRUGTURAL q u V COLUMN5-TYP DECK DECK /Iltl F § § COMPOSITE DECKING m � O "; a a GOMPO51TE DEGKING 4'-l0• 6'3• S'-0' V.S" INV 4'-10' r ® 9'-2' q'-2• 440" (21 H"LVL MOR (2)14'LVL HDR a (?J 14'LVL HDR (2)11 1/6,LVL FOR 2%10 R 2 2%10 HDR (2)11 1/6,LVL NDR 1 — — — — — — } Tl� 6'FIXFW215 7Y6'PAF0.RIS b" B'- 12' FLU I6" OL. ® I6"O.G. b 4a 0 0 o k) � LQ) § EATIUG Lo LI e 9 _ MASTER ® p o H/q (2) 2X10 OX p�k •S, BEDROOM BEDROOM N O U z-D• � I I I : s W � p N WU a LIVING ROOM C � ® ® CRICKET S n ARD ARE SF XE KITCHEN i ® ETELTOR- CAL 4 - 3-6 4 — 2i j1 4. '3' b' Q () I d G PULL o KFT N W 7i ON 19 OIDSET L Ef n Q H STAIR — — 2"x 6"COLLAR TIES L m S s ' $ g CLOSET HARD WIRE CARBON MO AIDE S n 251 0"ROOF RAFTS. n K O j HIS WALK-IN DETECTOR - 2"x 10'ROOF RAFTS. Q HARD WIRE CARBON MONOXIDE p: T,-O" o 4�,�ETY ' SEE LOVER u ® 16" O.G. Ste' V ® 16" O.G. � p DETECTOR b' o"`I S/4" 4" 34i' 4• B'-II I/4' b' SHEET FOR �' o EXOALri 4� T VENTINGPER F nL/ U d p REF L — — — MIB0.1 l - — — - — J W 'o - - - -® Z (2)14'LVL NOR(FLISfI) b (2) 14• LVL m P ' HDR PLUS WASHER m BEARING WALL :o O GL N B WALL 9'-D" 4 — — — _ � I ORAN 1 PAN U ° 6' 10'-103/4" 4" 6'-01/4' 4., ai 2,16. 4• 3'-T. p,-0. b. lLK n 31 HIGH 3'HIGH o 0 3'-0• ' 4' b'-0 3/4' I'-D' 4'RULING TF FOYER T O RM RAILINS 4' N HALLWAY M r V a �Y J B O 4 a § BEDROOM I rv ® II v � a 13'-103/4' w 4'-TIM' S'-0' 2 6• H M 4' 4' BATH ROOM 4- 'P SEE R SHEET FOR SEE COVER MET FOR b VENTING PER 83033 S — VENTING PER 83033 (Z)II T/d•LVL HDR (2)2X10 HOR (2)II Va'LVL HDR • § 51TTIN6 I ,y ampZ Z Z: • 2X10 LED ER 'o (2)2X10 NDR (2)II T/d"LVL HDR IFLu3FV_ _ _ _ 1'kP" _ <1 S'-3' B'a" o-. p,,q• Y-3• ry 2 LEDGER 2X5 LED ER - - - - - - - - - - - - - ,y 1k6'Pol 1k6,�._ p - - - - - - - - - - - - 116'OL. 66'04. CL j C DEGKI~ COVER DENTRYNS, (212X9 In LVL IIDR (?)2X9 In LVL HDR m (1)71(9 In LVL FOR 2XH LEDGER k--� — — ON ROOF BEL W ® 0 10" TAPERED ROOF BELOW 0 •� h COLUMN-TYP LL {'-101/Z' 4'-101/2' 43' 4'S' 4'-103/0' {'-103/D' o 4'9' a'-b' q'q` 2 0 ROOF PLAN 0 IZ �Y 2e'-0 V-p, SEGOND FLOOR PLAN SCALE: = 1/4" = 1'-0" _ Ld SCALE: = 1/4" = 1'-0" LL- U "+r ALL HEADERS TO BE 2X8 UNLE55 OTHERWI5E NOTED CLIENT MASTRO FIRST FLOOR PLAN NOTES, I. PROVIDE RIDGE VENTS 2. PROVIDE FLASHING A5 REOARED SCALE: = I/4" = I'-O" onrE ALL HEADER5 TO BE 2X8 UNLESS OTHERWI5E NOTED 3. PROVIDE COLLAR TIES AND SUPPORTS AS SHOWN ON PLANS. 4. PLUMBING VENTS AND ALL OTHER 05JEGT5 PROTRUDING THRU ROOF PRWN BY LG NOT TO BE VISIBLE FROM FRONT ELEVATION CHKV BY PATE 11/17/09 LF—GF— 1D 0 ROOF VENTILATION: THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1 REYI510NS TO 15O OF THE AREA OF THE SPACE VENTILATED DATE ISSUED ARCHITECTURAL ASPHALT SHINGLES 5/9/10 FOR PERMIT NEW WALLS OVER 50a FELT. PROVIDE WEATHERSHIELD 9/7/10 1Q CHANGED OVER ENTIRE ROOF EXTERIOR WALL THICKNESS 12/22/10e REVISED PER ZBA hull \1 NEW DOORS 1/9/11 ® REVISED PER ZBA BO 09-7b SHEET NO. A- 3 RIDGE VENT - TYP 12 0 4X2 OVER 2X6 FACIA Q9 0 uM-11/- ,� / SHINGLES (TYP) 12 a9 — 6' FREEZE - TYPICAL o ARCHITECTURAL ASPHALT .� SHINGLES (TYP) Lu -- __-�- - 6" FACIA W/WHITE GUTTER (TYP) 0 0 } � `PPJ1�"�-�� 3 VINYL SIDING AS SELECTED } Lp BY OWNER - TYPICAL yyLy ------- �-SHUTTER - TYPICAL FLASHING - TYPICAL --_ - ZOZ Lo AF E 5 SECOND FLOOR - - - GXWI6 ELEV - +11'-2 3/4" - - ARCHITECTURAL ASPHA T SHINGLES (TYP) II- Q ® Ea 6" FACIA W/WHITE UIIIGUTTER (TYP) WHEADER - TYPICAL --- 40" TAPERED COLUMN (TYP) -f m u SHUTTER - TYPICALcv " } 0 6155 K 5 REU5E --- h FIRST FLOOR — a V ELEV - -O'-O" _ _ — (DATUM) n 0 m F GRADE O W � Q 0 L Q1 FRONT ELEVATION SIDE ELEVATION � u SCALE: = I/4" = I'-O" SGALE: = 1/4" = P-O" _ T U ° (Y B N RIDGE VENT - TYP 12 9 12 �9 ARCHITECTURAL ASPHALT SHINGLES (TYP) REU5E REDS REU5 - MARVIN MARVIN MARVIN - W FACIA W/WHITE GUTTER (TYP) _0 VINYL RftEEUS�F REU5E 9E� P�S6160 MAR N MARUN PSSIBII SIDING AS BY OWNER CED TYPICAL \ REU5E cp A335 Tul� ry EU E Z� GI5ftE E — S REUSE SECOND FLOOR — — ELEV - +11'-2 3/4" 4Jl-0 HEADER - TYPICAL cLIMNT MASTRO DATE REU5E REUSE REU5EII 1 P56IB ^3 P581611 DRwn er LG N R U E DECORATIVE STRUCTURAL m CHa-Per COLUMN (TYP) PEUS 5 REU5E once 11/17/09 CXN155 REU5E FIRST FLOOR REVISIONS — — — — _ DATE ISSUED ELEV = -O'-D" — — — 5/3/10OQ FOR PERMIT 9 (DATUM) REVISED AS NOTED 12/22/10& REVISED PER ZBA GRADE 1/9/11 A REVISED PER ZBA 0 .ae no. REAR ELEVATION SIDE ELEVATION 09=72 5GALE: = 1/4" = 1'-0" SGALE: = 1/4" = -O" SHEET NO. © A-4 0 �- z 3" VENT 3" VENT ROOF 0 3. 3' 0 LAUNDRY BATH I /� I CJI f' -- -,412 112 j- 3--,112. WM WASHDRANEE WB WC �pq PAN 1 TUB / 2. 2" H. PROPOSED IIII II 3' 2ND FL. 0 2' 2.. BATH S DW 112 1 WB WC 2° 2' I SHOWER EXIST Q 3' 4ST FL- 7 1., 31 3 2 2 EXISTING 3' TO DISPOSAL L(D C.O. CELLAR I m PLUMBING RISER DIAGRAM � " NOT TO SCALE L� P I n T d 1 � N Uc RIDGE L 2Xb COLLAR TIES 0 I6" OG a TYPICAL ROOF CONSTRUCTION n ARCHITECTURAL ASPHALT SHINGLES- AS SELECTED BY OWNER OVER WEATHERSHEILD OVER ENTIRE ROOF OVER 1/2" EXTERIOR 4 PLYWOOD SHEATHING OVER 2X10 ROOF O RAFTERS 0 Ib" Or-. 0 Q TYPICAL CEILING, ON TRUGTION 1112 r 3/4" PLYWOOD OVER 14" GPI 40 GEILING J5T5 9v no ® 16" 00 WITH WITH R-30G HIGH DENSITY BATT _ INSULATION WITH GRO55 BRACING AT MID U SPAN WITH 1/2" GYP BD FIN15H DOUBLE WITH TEGO'S ATTIC, nU O LL n 2X6 FAGIA WITH GUTTER VENTED VINYL SOFFIT 1J' I''!+" TYPICAL 2140 FLOOR CONSTRUCTION :4 3/4" PLYWOOD OVER 14" GPI 40 FLOOR - JOISTS ® 16" O.G. PROVIDE CRO55 BRAGING MASTERBEDROOM � AT MID SPAN WITH 1/2" GYP BOARD FINISH BEDROOM RIM JOIST. PROVIDE SQUASH BLOCKS PER MANUF SPECS - TYPICAL xi II �I 1I v SECOND FLOOR Q�,� 2" OL05ED DELL FOAM R-12.4 - TYP ELEV = +11'-2 3/4" W �Y-Joz TYPICAL WALL CONSTRUCTION VINYL 51DING AS SELECTED BY HOMEOWNER OVER 'TYVEK' HOUSE WRAP OVER 1/2" EXTERIOR PLYWOOD SHEATHING OVER 2X6 STUDS ® 16" O.G. WITH R-21 BATT INSULATION BETWEEN WITH 1/2" GYP E30 g1�J,L/D ON INTERIOR oz TYPICAL TYPICAL 4S7 FLOOR CONSTRUCTION 3/4" PLYWOOD OVER II Yc" GPI FLOOR JOISTS KITCHEN LIVING ROOM ® 16" O.G. PROVIDE R-21 BATTS HELD W/5TICK CLIPS W/GRO55 BRACING AT MID SPAN. PROVIDE SQUASH BLOCKS PER MANUFACTURES SPEGIFIGIATIONS — — _ FIRST FLOOR (2) 2X6 TREATED PLATES WITH ANCHOR ELEV = -O'-O" BOLTS SEE COVER SHEET FOR SIZE AND (DATUM) u SPACING OVER BATT SILL SEAL INSUL OVER e f TERMITE SHIELD C UI GIRDER SEE 'p! PLAN o GRADE GRADE P TYPICAL FOUNDATION UGTION CELLAR 8" FOUNDATION WALL W 24"XIGWENT MASTRO W/ 24"X12" POURED GONG a DATE FOOTING TYPICAL SEE FOUNDATION PLAN. DAMPROOF FOUNDATION WALL FULL HEIGHT CELLAR Dawn BY LG CHK'D BY 4" PERFORATED 4" CONC SLAB OVER A PUNCTURE RE515TANT Dare 44/47/09 PIPE DRAIN TO VAPOR BARRIER GROSS-LAMINATED SUMP PUMP HIGH-DENSITY POLYETHYLENE OVER 2 ><5 CONT REBAR-TVP Rewsons EXTRUDED POLYSTYRENE INSULATION PROTECTION BOARD OVER A MINIMUM OF W MIN 2 TON VIRGIN DATE ISSUED SCRUSHED STONE SOIL (N EGT I On P) 9/3/10& REVISED AS L V NOTED 12/23/10 REVISED PER ZBA SCALE: I/4" = I'-O" A'S 1/9/11 ® REVISED PER ZBA NOTE, SEE DETAIL SHEETS FOR ALL STRAPPING INFO © B JOB NO. 09=72 SHEET NO. A- 5