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HomeMy WebLinkAboutTR-10009 Glenn Goldsmith, President �QF SU!/rTown Hall Annex A. Nicholas Krupski,Vice President ,`o ��� 54375 Route 25 P.O. Box 1179 John M. Bredemeyer IIIc[ Southold,New York 11971 Michael J.Domino G Q Telephone(631) 765-1892 Greg WilliamsYo Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-constructidn;`�iy k3le_7ine/silt;boom/silt curtain • -. _ ..t do _ - _ y-.. ra .ru:. = . i '%2"constructed:.' - Whe"n project:ecruup(e#e;~call1br cftpliaiacelnspection; . - _.:m6�°p®p°•°4°jon�:."•< ,�.:o aCo�e'ioiinoo.;=-. =.;�7Td�po ioiiiia;.`s ;�ni,'i��'i3O'yo.; -_ ..�',�i1°'i-iieip..'= +�:ao6Pvpv°/rioi�;`- .:oii�p°pv r►r`sor': .°°mem p/°p�.• ,�,,,,,. ,'',om mm l►pl/.. �..,`mpmm I°°�p• :,�mmm �p0a;:-- ,: 6mmm llp°�C:,> _ Y`-••,rm m ll°ear..-,., .°om /DI>� { d 9C�Ja'"'�" '&.'�54°•;�P'.3�'dGC4' 1k^'°X.�°".'".:G' �. ;ti°42k'!'Sm�.1�.�'Lib'�''^�.^.'!°,e+¢©.G4^77,�'=:�'�.MLs�4�':"C�'`� I. 14.,�rA dldGC?ell6k�r�E°u!�S`,:GCS'.�•�SG";YG'aT'.,:�.cm'xGSem,�.cnJl2:8'!"S_T+.JS'�' " 2AX6�°T�'+''.�'�S'.'FSq'� BOARD OF SOUTHOLD TOWN TRUSTEES r=<> SOUTHOLD,NEW YORK PERMIT NO. 10009 DATE: OCTOBER 20,2021 '„" E; ISSUED TO: L78,LLC c/o JONATHAN LEWIS °p is `�i� � ASC3� 4• .. o PROPERTY ADDRESS: 1500'MASON DRIVE,CUTCHOGUE ' `°' '°•°°,dd SCTM# 1000-104-7-9.1 AUTHORIZATION ' mmmvm Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ll►pP° J_ accordance with the Resolution of the Board of Tru`steds'adopted at the meeting held on October 20,2021, and / in consideration of application fee. in the sum of$250.00 paid by L78, LLC and subject to the Terms and �`�•' m Condition's as, stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the '' @ following: Wetland Permit to demolish existing single-story bungalow and construct a new two and one- half g� g ry g es:a half story dwelling with a basement(f6,675sq.ft.)that includes a 345sq.ft.front entrance,a 138s ft. balcony off master suite and a 333s ft:second-baIcojay off guest suite; install 660s ft. r of proposed patios and walkway at'the rear and side of the proposed dwelling; a proposed 8'x8' hot tub; a proposed 10'x11' outdoor shower enclosure that includes a 61x10'shower and a 5'x10' changing area connected'to a-drywell,and the shower is open below and above;•a i\e. 17'x17' octagonal shaped gazebo; and to abandon existing sanitary system and install a new I/A nom°mm onsite wastewater system; with the condition that any trees that are removed are to be replaced with native hardwood trees at a minimum of six (6) having a minimum of a 2' caliper; and as depicted on the site plan prepared by Denise M. Bradley,RA,last dated October 5,2021,and y o� stamped approved on October 20,2021. IN WITNESS WHEREOF the said Board of Trustees herebycauses its Corporate Seal to be affixed, and these _ �' � IID°o°6 e>b°mmm°me presents to be subscribed'by a majority of the said Board as of the 20th day of October,2021. le 'v ® %I Q(�� O�� roe:; ;a//46 c Nie: "naiVm � p4°I°0$b ,'" 2. "cZY.�i�`x ., r]D.ewsn ,wn:r ,.ruv ;x�§'aa`z,'Sa55�Y7. w. �t�X53 ��Yun:;:Xr:, Ri4358Sx'Wl"alWt.'63a1s+'e �.'i 'S.S� �2:ha'�3st�'L4. 1\ �:, 44 1,..•` - ''•;.'.I�fi4�A+a�,°. _ _�•;;�1::-::1'° - —_ �arllr.evm.1°q ''�.5.":11 .r 4 ,4 11 0. - k TERMS AND CONDITIONS The Permittee L78 LLC c/o Jonathan Lewis residing at 1500 Mason Drive Cutchogue New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all 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 for an extension may be made to the Board at a later dat=e. 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 : - forxevocation.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 , r 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. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. 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. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party-to the permit. Glenn Goldsmith,President ,\OF SoU�yO Town Hall Annex A.Nicholas Krupski,Vice President ,`O l0 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III Southold,New York 11971 Michael J.Domino G • Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 22, 2021 Denise Bradley, RA 110 North Park Avenue Rockville Centre, NY 1-1570 RE: L78, LLC c/o JONATHAN LEWIS 1500 MASON DRIVE, CUTCHOGUE SCTM# 1000-104-7-9.1 Dear Ms. Bradley The°.Board of Town Trustees took-the�follovuing action.during its,regular meeting held on _ Wednesday,,_Octobsr 20, 20'2'1�iegard'irigafieabove matter: - -WHEREAS,Denise-B'radley;,,RA`ori,6ehalfi'of L78,'LLC"clo-J.O,NATHAN LEWI'S=applied-tq"the-- _ , Soufihold'.Towd7rustees for'a.permit..untler the provisions-of Chapter 275 of th -:8outhold,T66n" Code,;th- Wetland Ordinance of fh''e;Town of.Southold , application dated August.27,-2021;'and;' WHEREAS, said application'.was'refer"red`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 October 20, 2021, 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, 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, 2 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 L78, LLC c/o JONATHAN LEWIS to demolish existing sing le-story'bungalow and construct a new two and one-half story dwelling with a basement (±6,675sq.ft.) that includes a 345sq.ft. front entrance, a 138sq.ft. balcony off master suite, and a 333sq.ft. second balcony off guest suite; install 660sq.ft. of proposed patios and walkway at the rear and side of the proposed dwelling; a proposed 8'x8' hot tub; a proposed 10'x11' outdoor shower enclosure that includes a 6'x10' shower and a 5'x10' changing area connected to a drywell, and the shower is open below and above; a 17'x17' octagonal shaped gazebo; and to abandon existing sanitary system and install'a new I/A onsite wastewater system; with,the condition that any trees that are removed are to be replaced with native hardwood trees at a minimum of six (6) having a minimum of a 2" caliper; and as depicted on the site plan prepared by Denise M. Bradley, RA, last dated October 5, 2021, and' stamped approved on October 20, 2021. 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: $50.00 Ve ly yours Glenn Goldsmith President, Board of Trustees. GG/dd r GENERAL NOTES ALL PROJECT NOTES AND DETAILS SUPERCEDED BY NEW YORK STATE RESIDENTIAL CODE 2020 V E EPV 13.16 BUILDING ZONE ORDINANCE Bradley� CUTCHOGUEASON ,TOWN OF SOUTHOLD M *13.94 1.THE DRAWINGS AND NOTES ARE INTENDED 70 BE COMPLETE.SHOULD ANYTHING 32 SEAMLESS ALUMINUM LEADERS&GUTTERS WITH WHITE BAKED ENAMEL FINISH /]/7 WIDE ) SUFFOLK COUNTY, NEW YORK Architect P•�• BE OMITTED FROM THE DRAWINGS,NECESSARY TO THE PROPER CONSTRUCTION TO MATCH EXISTING. L/(J ( 50' *44.38 OF THE WORK,HEREIN DESCRIBED,IT SHALL BE THE DUTY OF THE CONTRACTOR 33.THE NEW WINDOWS SHALL BE MANUFACTURED BY ANDERSEN N SIZES AS SHOWN EPV 13.52 TO NOTIFY BRADLEY ARCHITECT P.C.THE BUILDER SHALL VISIT THE SITE I INFORM WINDOWS SHALL BE SUPPLED WITH HIGH PERFORMANCE GLAZING,REMOVABLE EPV 14.50 *14.49 EPV 13.87 SUBJECT PROPERTY Architecture Planning BRADLEY ARCHITECT P.C.OF ANY DISCREPANCIES OR FELD CONDITIONS THAT MAY SNAP IN MULLIONS I MANUFACTURER PROVIDED SCREENS.PROVIDE EXTENSION JAMB INTERFERE WITH THE TOTAL COMPLETION OF ALL WORK INCLUDED WITHIN THE AS REQUIRED.THE EXTERIOR COLOR SHALL BE WHITE.WINDOWS TO CONFORM TO �, EDGE p F P A V E M E n & Design *14.89 (�Q R-40 - 1500 MASON DRIVE CONTRACT AND VERIFY ALL CONDITIONS PRIOR TO THE START OF CONSTRUCTION. RES CODE OF NYS *�' EPV 13.99 n 150.68' *14.03 TAX MAP - 1000-104.00-07.00 110 North Park Avenue 2 ALL MATERIALS,ASSEMBLES,CONSTRUCTION AND EQUIPMENT SHALL CONFORM 34.THE NEW INTERIOR DOORS SHALL BE FOUR PANEL 13/4 THICK POPLAR DOORS EPV 14.45 0 �/�� 30 E _ TO THE REGULATIONS OF THE STATE OF THE RESIDENTIAL CODE OF NEW YORK IN SIZES AS INDICATED. J�� 7 ---- ON. SUBJECT PROPERTY REQ UI RED PROVIDED Rockville Centre, NY 11570 STATE APPLICABLE TO ONE AND TWO FAMILY DWELLINGS AND THE RULES AND 35.ALL INTERIOR WINDOW,DOOR CASINGS AND BASEBOARD SHALL MATCH EXISTING - Phone - (516) 536-8585 KW AL OF THE MAL AUTHORITIES. IN SIZES,STYLES,ETC.ALL TRIM TO BE POPLAR-PAINT GRADE _ LOT SIZE 40,000 SF 29,500.11 SF Fax - (516)764-7507 3.THE ARCHITECT IS NOT RETAINED FOR SITE INSPECTION AND OR OBSERVATION " - OF THE CONSTRUCTION. THESE DRAWINGS ff SPECIFICATIONS ARE INSTRUMENTS36.ALL WALLS AND CEILINGS SHALL BE FINISHED WITH 1/T GYPSUM WALLBOARD. OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. USE WATERPROOF TYPE IN AREAS OF MOISTURE TAPE AND SPACLE(3)COATS. a * FRE1RALOT WIDTH 150' 150.68' WALLS WHERE INDICATED SHALL RECEIVE CERAMIC TILE SET IN THIN SET OVER4.DO NOT SCALE THE DRAWINGS,WRITTEN DIMENSIONS SUPERCEDE SCALED "' WDenise M Bradley R.A. DIMENSIONS. 1/2 CEMENT B°ARD. I LOT DEPTH 175' 225.73' 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING JOB CONDITIONS.ANY 37.NEW SUB-FLOORS THROUGHOUT TO BE 3/4'TONGUE AND GROOVE GLUED AND SCREWED PLYWOOD.FINISHED FLOORS SHALL BE AS NOTED:CERAMIC TILE SET DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR N 11/4'MUD JOB.SPACES AS CALLED FOR SHALL RECEIVE 3/4'X 21/4'SELECT o LOT AREA OCCUPIED 20.0% 18.2% PROJECI TITLE TO PROCEEDING WITH THE WORK. WHITE OAK SET IN DIRECTIONS AS INDICATED.STAIN COLOR TO BE DETERMINED. *1430 0 6.ALL FOOTINGS SHALL REST ON UNDISTURBED SOL HAVING A MINMUM BEARING SAND ff FINISH WITH THREE COATS OF POLYURETHANE SATIN FINISH.SAND,STAIN o ��1Py FRONT YARD SETBACK 50.0' 50.0' VALUE OF 3,000 LBS.PER SQUARE FOOT.CHANGES IN FOOTING LEVEL SHALL BE AND REFINISH. \`V STEPPED AS REQUIRED. THE ANGLE OF THE STEP SHALL NOT BE MORE THAN 30° 38.ALL PLUMBING WORK TO BE IN ACCORDANCE WITH STATE AND LOCAL CODES. W I � FRONT YARD SETBACK 50.0' 57.5' Proposed For TO THE HORIZONTAL, ALL EXTERIOR FOOTINGS AND FOUNDATION SYSTEMS SHALL 39.ALL PLUMBING FlXTURES SHALL BE INDIVDUALLY TRAPPED AND VENTED AS LU EXTEND BELOW THE FROST LINE. ALL EXTERIOR FOOTINGS SHALL BE PLACED AT REQUIRED BY NYS CODE. DRIVEWAY z , , L EAST 36'BELOW THE UNDISTURBED GROUND. THE SOL BEARING CAPACITY IS TO I W SIDE YARD 15 20.0 BE VERIFIED IN THE FIELD BY THE GENERAL CONTRACTOR.THE CONTRACTOR LS TO 40.THE HEATING SYSTEM SHALL CONFORM TO THE REQUIREMENTS OF SECTION ~� NOTIFY THE ARCHITECT OF SUBSTANDARD SOI.BEARING CONDITIONS. 7815.21 OF THE NYS CODE.MODIFY THE EXISTING SYSTEM AS REQUIRED TO .�� _, w REAR YARD 50' 56.5' 7.FOOTINGS AND FOUNDATION WALLS SHALL BE PLAIN STONE CONCRETE 3,000 PSl ACCOMMODATE ANY NEW CONDITIONED ROOMS. - C1 Lewis Residence MINIMUM AT 28 DAYS UNLESS OTHERWISE SPECIFIED ON THE PLANS. 41.THE BATH CABINETRY I COUNTERTOPS SHALL BE SUPPLED BY THE OWNERS E PLANTER COVERED PORCH o � = ROOF HEIGHT 35.0' 35.0' 8.ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM TO ASTM A36 WITH 22,000 INSTALLED BY THE CONTRACTOR.ALL FINAL PLUMBING,ELECTRICAL ff APPLIANCE PSI.THE DESIGN,FABRICATION AND ERECTION,OF ALL STRUCTURAL STEEL SHALL BE HOOK-UPS SHALL BE THE RESPONSIBILITY OF THE G.0 23.5' 19.0 CIS =, N ACCORDANCE WITH THE LATEST EDITION OF THE AISC SPECIFICATIONS. PAINT ALL 42 ALL CLOSETS TO RECEIVE 12'DEEP X 3/4'BIRCH VENEER PLYWOOD SHELVES ff * W I 1311* STORY 1 STORY 9312 to r- Building Lot Area : 29,500.11 s.f. ( 0.68 ac. ) STEEL WITH ONE SHOP COAT OF RUST INHIBITIVE PAINT ff FIELD TOUCH UP EXCEPT HANGER RODS.ALL BIRCH VENEER PLYWOOD SHALL BE EDGED WITH 1'X1'POPLAR 1 i a? 1500 Mason Drive F�ARCHITECT. AS HHITEC BE WELDED. COLOR 70 BE GREY UNLESS OTHERWISE DIRECTED BY ALL LLT XPOSED SURFACES SHALL RECEIVE ONE COAT OF PRIMER AND TWO COATS DRIVEWAY 1 STORY 20OI Main Structure : 4,412 s.f.. 15.0% Cutchogue, NY 9.THE STRUCTURAL FRAMING IS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS 43.PAINTING SHALL BE UNDER SEPARATE CONTRACT BY THE OWNERS. G.C.SHALL Q 3.6T Patio,: 990 s.f.. 2.2% OF THE NATIONAL FOREST PRODUCTS ASSOCIATION.UNLESS OTHERWISE NOTED ALL FULLY COORDINATE WITH THE PAINTING CONTRACTOR 16.33p FRAMING LUMBER TO BE DOUGLAS FIR OR ANY SPECIES HAVING A FB--875 PSI MINIMUM 44-ROOFING SHALL CONSIST OF THE FOLLOWING:SLATE ROOF SHINGLES #30 W I Accessory Structures : 390 $.f. 1,9% IN BENDING. o I PROPOSED ROOFING FELT,3/4 PLYWOOD ROOF SHEATHING, AIRSPACE BETWEEN IINDER- 10.STRUCTURAL MEMBERS ARE DESIGNED TO RESIST THE FOLLOWING LOADS SDE OF PLYWOOD I TOP OF INSULATION,ROOF RAFTERS AND 1/2'GYPSUM BOARDF-4 Eno 2112 STORY c STAR TO Total Lot Occupied : 5380 sf - 18.2% Project Representation -FLOOR LOADS(EXCEPT BEDROOMS)LL 40 PSF+OL 15 PSF=55 PSF FINISH N CATHEDRAL AREAS.INSTALL GAF WEATHER WATCH ICE ff WATER BARRIER �-� z, RESIDENCE BASEMENT LU -ROOF LOADS(GROUND SNOW LOAD)LL 45 PSF+DL 10 PSF:55 PSF AT ALL EAVES AND VALLEYS.PROPERLY FLASH AT ALL RIDGES,VALLEYS,ROOF 11NDER GROIN C,�: -FLOOR LOADS(BEDROOMS ONLY)LL 30 PSF+DL 10 PSF=40 PSF w - `� PENETRATIONS AND AT ALL HORIZONTAL TRIMS.INSTALL HIGH QUALITY SEAMLESS, -FLOOR LOADS(STONE FLOORS)LL 40 PSF+DL 35 PSF--75 PSF HEAVY GAUGE GUTTERS ff DOWN SPOUTS IN SIZE ff CONFIGURATION FOR THE ROOF a _ 5 5 pf 0 T' w Lewis Residence 11.ALL FRAMING SHALL BE WESTERN PLATFORM TYPE WITH ALL MEMBERS PROPERLY EXISTING SUBSURFACE DRAINAGE SYSTEM WHERAREA PITCH,EAVE DETAIL AND WATER E APPLICABLE.PROVIDE SPLASH.DOWN SPOUTS SHALL TE a �= I 5'0 DRAWING LIST CutchMguen;eve BRACED,PLUMB,AND LEVELED TO FORM A RIGID STRUCTURE AND TO INSURE EVEN BLOCKS AT ALL LOCATIONS WHERE DOWN SPOUTS EXIT TO GRADE SURFACE, o N I (516) SETTLEMENT AND SHRINKAGE THROUGHOUT. DOUBLE JOISTS UNDER PARTITIONS CV i i_ o Contact:- RUNNING PARALLEL TO JOISTS AND UNDER BATH FIXTURES RUNNING PARALLEL TO 45.THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER ,,, 31.5 9.0 _ 325 REQ 10.0 N A-0 COVER PAGE JOISTS. THE DIRECTION OF THE UNDERSIGNED AND TO THE BEST OF THE UNDERSIGNED'S � 0FMF I 1 STORY KNOWLEDGE,INFORMATION AND BELIEF MEET THE REQUIREMENTS OF THE NEW � W � GAZE-BO � ~�-�L L L L�-� � T1.0' C!� A-1 PROPOSED FOUNDATION CONSTRUCTION PLAN PROJECT DESIGNER: 12 ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS YORK STATE ENERGY CONSERVATION CODE. 11.0' "' AND ALL OTHER REQUIREMENTS OF APPLICABLE U.S.COMMERCIAL STANDARDS FOR N L L COVERED PORCH ABV L L L L L Bradley Architect P.C. THE TYPE,GRADE,I SPECIES OF PLYWOOD AND BE SO IDENTIFIED BY AN APPROVED 46.INSTALL METAL SILL I TERMITE SHIELD AT NEW FOUNDATION.INSTALL ADDI- I s, _LLLBALCONY ABY.PATIO �' L�.�_ 5 L L LPAT10 �-L- A-2 PROPOSED 1ST FLOOR CONSTRUCTION PLAN 110 North Park Avenue TESTING AGENCY. TIONAL TERMITE SHELD AT EXISTING FOUNDATION WHERE NEEDED. _LL L L 15.(Oy L L _L L L L L L L L L L 13.GLASS IN DOORS,EXITS,SHOWERS,AND BATH TUB ENCLOSURES SHALL BE SO 47.ANY EXISTING FENCING,TREES,SHURBS,LANDSCAPING DAMAGED BY GC AND GG I Rockville 85 NY 11570 LL LLLLLL LLLLLLLLLLo 19.5' ' SIZED,TREATED,CONSTRUCTED OR COMBINED WITH OTHER MATERIALS SO AS TO SUBCONTRACTOR WILL BE REPLACED BY CONTRACTOR 52.5' LLL L L L L L L L L LLL L L L L.L 8 C� A-3 PROPOSED 2ND FLOOR CONSTRUCTION PIAN (516)536-8585 EFFECTIVELY MINIMIZE THE POSSIBILITY OF INJURY TO PERSONS IN THE EVENT THE _ 482, Contact:Denise Bradley GLASS 1S CRACKED OR BROKEN. GLAZING EXTENDING TO WITHIN 18'OR LESS OF c� HOT TUBco A-4 PROPOSED FRONT(N.)ELEVATION FLOOR LEVEL IN EXTERIOR DOORS SHALL BE TEMPERED GLASS. CONNECTION DETAILS * 1231 0 10.0' , 14.ALL SMOKE ALARMS SHALL BE LISTED ff INSTALLED IN ACCORDANCE WITH THE I A-5 PROPOSED REAR(S.)ELEVATION Project Proposal PROVISIONS OF THE RESIDENTIAL CODE OF NEW YORK STATE AND THE HOUSEHOLD C=> w FIRE WARNING PROVISIONS OF NEPA 7Z SINGLE AND MULTIPLE-STATION SMOKE ALL FRAMING HARDWARE SHOWN ON THESE PLANS,UNLESS OTHERWISE NOTED N I A-6 PROPOSED LEFT(E.)&RIGHT(W.)ELEVATIONS ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE,EACH SEPARATE ARE SIMPSOM STRONG-TIE.NO SUBSTITUTIONS ARE APPROVED OR AUTHORIZED. SLEEPING AREA N THE IMMEDIATE VICINITY OF THE BEDROOMS AND ON EACH DUE TO THE NATURE OF FRAMING HARDWARE TO THE OTHER COMPONENTS OF Z - --- o -' ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS AND CELLARS. THESTRUCTURE.ANY FRAMING HARDWARE SUBSTITUTIONS WILL RENDER THESE ___ _- --- A-7 PROPOSED ROOF FRAMING PLAN PLANS NULL AND VOID,AND WILL RESULT IN THE INSTALLER/CONTRACTORGALV MTL TES _ NEW CONSTRUCTION 45.ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE RESIDENTIAL CODE ASSURINGRESPONSIBILITY FOR THE DESIGN AND PERFORMANCE OF THE �' - S-1 DRYINELL PLAN OF NEW YORK STATE AND ENC_ ENTIRE SYSTEM. of ALL) 2112 STORY RESIDENCE 16.ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA ALL SPECIFIED FASTENERS TO BE INSTALLED PER INSTRUCTIONS OF THE SIMPSON NON-DISTURBANCE LU OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS.THE MINIMUM STRONG TE WOOD CONSTRUCTION CATALOG.INCORRECT FASTENER QUANTITY, LIM I BUFFER OPENABL.E AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA SIZE TYPE,MATERAIL OR FINISH MAY CAUSE THE CONNECTION TO FAIL.16D `r b -1 BEING VENTILATED AS PER RESIDENTIAL CODE OF NEW YORK STATE SECTION R303. FASTENERS(8 GAUGE®31')ARE COMMONNAILS AND CAN NOT BE REPLACED WITH # 17.BATHROOMS,WATER CLOSET COMPARTMENTS,AND OTHER SIMILAR ROOMS 16D SINKERS(9 GAUGE®31')UNLESS OTHERWISE NOTED. Project Seal WITHOUT NATURAL VENTILATION SHALL BE PROVIDED WITH A MECHANICAL INSTALL ALL FASTENERS BEFORE LOADING THE CONNECTION. ZONE AREA 1986* 11.17* ILL► VENTLAT10N SYSTEM. THE MINIMUM VENTILATION RATES SHALL BE 50 CFM FOR JOISTS SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT AND THE GAP o (EL,6') INTERMITTEPN VENTILATION OR 10 CFM FOR CONTINUOUS VENTI.ATK)<N.VENTILATION JOISTS THE JOIST END THE HEADER SHALL NOT EXCEED 44 PER ASTM TEST I 11.48* AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE AS PER STANDARDS. «1207 I `j WOOD BULKHEAD GALV.MTL TIES RESIDENTIAL CODE OF NEW YORK STATE SECTION R303.3. FOR HOLD DOWNS.ANCHOR BOLTS NUTS SHOULD BE FINGER TIGHT PLUS 1 T01 BLOB 11.49* - C + 18.BASEMENTS WITH HABITABLE SPACE ff EVERY SLEEPING ROOM SHALL HAVE AT TURN WITH WRENCH WITH CONSIDERATION GIVEN TO FUTURE WOOD SHRINKAGE. - - _ 00 W �3.5 I y IM Y METAL MM TIE DETAIL --8.47* S 74° 09' ° Y Y � LEAST ONE OPERABLE EMERGENCY ESCAPE I REM OPENING. WHERE ESCAPE CARE SHALL BE TAKEN TO NOT OVER TORQUE THE NUT. ------ -- W i OCT - $ 2021 ( f' I RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NO MORE i = E I f ;�_ , " ;; t , THAN 44 INCHES ABOVE THE FLOOR AS SUCH OPENINGS SHALL HAVE A MINIMUM i _ NET CLEAR OPENING OF 5.7 S.F.EXCEPT GRADE FLOOR OPE SHALL HAVE A �A I MEAN HIGH WATER - '' "w' - MBROADWATERS _ MINIMUM NET CLEAR OPENING OF 5.0 SQUARE FEET.THE MINIMUM NET CLEAR AS OF JULY 27,2011 M �� OPENING WIDTH SHALL BE 20 INCHES AS PER SECTIONS R310-R310.1.4. I / PER.PECONIC SURVEYORS o �'� of- N49.OPENNGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING / COVE �� -- SHALL NOT BE PERMITTED.OTHER OPENINGS BETWEEN THE GARAGE I RESIDENCE 4 SHALL BE EQUIPPED WITH 45 MINUTE FIRE RATED DOOR ASSEMBLY EQUIPPED WITH A *875 WETLAND _ - _ �„` w C!� SELF CLOSING DEVICE AS PER SECTION R309A MSTA ��• 20.THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREAS S36 I PLUMBING RISER DIAGRAM 100, BY HORIZONTAL AND VERTICAL SEPARATIONS ASSEMBLY SHALL HAVE A 3/4 HOUR M1S16 rn FIRE RESISTANCE RATING AS PER SECTIONS R30911 AND R309.22 FACE MOUNT HANGER ADJUSTABLE HANGER HIP RAFTER STUD TO STUDCONNECfIONS CS20 I / ` �1'� 8.42* U 21.THE G.C.SNAIL BE RESPONSIBLE FOR THE DEMOLITION,REMOVAL AND DISPOSAL SIMPSON STRONG-TIE(CS20OR LFTAOR(2)MTS16) NEWf VENT OF EXISTING PORTIONS OF THE RESIDENCE AS REQUIRED FOR THE COMPLETION OF SIMPSON STRONG TIE(LUS) SIMPSON STRONG TIE(HZ5A) SIMPSON STRONG TIE 070 CS2OX3V @ 37 O.C.MIN.WITH(6)1OD NAILS AT EACH / / o �� p (TH U ROOF ROOF THE WORK.All DEMOLITION AND DISPOSAL SHALL BE DONE N 1US26,LUS28,LUS26.2 LUSS26.2'X6'ACCORDANCE WITH END WfiH(1)10D AT CENi1ROR LFTA@32'O.C.OR � c� 0 THE RULES AND REGULATIONS OF THE LOCAL BUILDING DEPARTMENT. LUS 28 2,L11S210 2 LUSS26 27(8',2'X10',2'X12' (2)MiS16 @ 32'O.C. >11000, J 3 r - -r - - r ,r- -�- - -r -r . -r �- - r r - -i �� t� r � � r� � +� t� r: - r 22 FLOOR JOISTS SHALL BE SOLD BLOCKED/CROSS BRIDGED AT MD SPAN OR ■G I I I I I I I I I I I I 701 INTERVALS 8'MAXIMUM. / * ICJ I I MEW I MW I I NEW I MEW I I I 13.INSULATION IN THE EXTERIOR WALLS AND CEILINGS OF ALL CONDITIONED SPACES LAY. LAV. 4' LAY. LAV. T I WA51�R SHALL BE FIBERGLASS BATTS,SIZE AS INDICATED ON DRAWINGS,WITH A VAPOR HD38 FCP2 SIMPSON STRAPPPIINNG I r I r I I r I r I BARRIER ON THE HEATED SDE.PACK ALL SPACES AROUND WINDOWS AND DOORS �rs�2 WIND RESISTANCEi I I I WITH INSULATION. , 2ND FLR 24. CARE SHALL BE TAKEN TO MAINTAIN THE FREE PASSAGE OF AIR BETWEEN SIMPSON STRONG / 3' 4' 3' 3' 3 3 )3' 1 4' 3� 41' 2 1 25-2024 REVISIONS INSULATION AND ROOF DECK.T MN"AIR SPACE REQUIRED-USE BAFFLES. TIE STRAPPING / 1 8-25-2021 BOARD OF TRUSTEES APP. WIND RESISTANCE / 4' 4' 25.ALL JOIST HANGERS,ETC,SHALL BE AS MANUFACTURED BY SINPSON-'TECO'OR / r�, -Tr- - , - - t+�' -1 t�, nth, - �r N0. DATE DESCRIPTION EQUAL FOR ALL FLUSH STRUCTURAL CONNECTIONS.INSTALL HURRICANE CLIPS AT15 ki z/ ALL SLOPED CEILING CONDITIONS AND AS CALLED FOR IN THE DRAWINGS. CONTAIUOUS CORNER / o I 1 1 Mew I I NEW I MEW I i S S u e r e v I S l o n HIP CORNER PLATE HEADER ANCHORAGE / o I LAY. I I SM I LAV. 16.ALL WINDOW AND DOOR OPENINGS SHALL HAVE STUDS DOUBLED ON JAMBS. POST STRAPPING POST BASE W T 4• T SI IPSON STRONG TIE(HCP) CONNECTORS FOR 27.THE TOP AND BOTTOM EDGES OF JOISTS MAY NOT BE NOTCHED TO EXCEED T SIMPSON STRONG TIE SIMPSON STRONG TIE HCP2.7 X MEMBER SEE g� / I - OR 1/6 OF SECTION. VERTICAL HD38 I ABA44 HCP4-4'X MEMBER SIZE WIND RESISTANCE I o sl r r r :DRAWING TITLE 1STRR. 28.ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN ff J 0 PLOT PLAN 3' 4' 3 3' I GENERAL NOTES CONFORM TO STATE,LOCAL AND LIPA REQUIREMENTS. 3 29.THE EXISTING ELECTRICAL SERVICE SHALL BE UPGRADED AS REQUIRED.PROVIDE SCALE: 1/16' = 1'-0" 4 r ������� �� PLOT L THE OWNERS ff THE LOCAL MUNICIPALITY WITH A NCBFU CERTIFICATE FOR WORK �,�' -BOARD OF TRUSTEES PAN PERFORMED.ALL NEW RECESSED FIXTURES SHALL BE SUPPLIED I INSTALLED BY , I TOWN OF SOUTHOLD ZONING CODE THE ELECTRICIAN.ALL CUTLETS I WALL SWITCHES SHALL BE DECORA DESIGNER I NEW TYPE IN IVORY COLOR,APPLIANCES/FIXTURES PER MANUFACTURES REQUIREMENTS, 1 SM PLUMBING DIAGRAM SHALL BE SUPPLIED WITH DEDICATED CIRCUITS.INSTALL LOW VOLTAGE IN LINEDATE SMOKE DETECTORS WITH BATTERY BACKUP SYSTEM AS SHOWN ON THE PLANS ff IN I r �-7LI 20L j DRAWN BY CH CONFORMITY WITH NYS RESIDENTIAL CODE REQUIREMENTS.ALL EXISTING INTERIORBOENT AND EXTERIOR OUTLETS TO BE TESTED AND REPAIRED AS DEEMED NECESSARY. HURRICANE CLIP RIDGE WOOD FLOATING 43' DATE 3-23-2020 30.NEW EXTERIOR SURFACE AS PER DRAWING.EXISTING STUCCO REPAIRED AND SIMPSON STRONG TIE NSA) SIMPSON STRONG TIE WITH DOCK • SEALED.EXISTING BRICK WORK RE POINTED. INSTALLATION OVER PLYWOOD STRUCTURAL RIDGE CELL COLLAR TIES @32"O.C. TRUSS RAFTER SIMPSON STRONG TIE SSP � `- _ � SCALE 1/4'=1'•0' IS ACCEPTABLE AS PER MIN. SIMPSON STRONG TIE CS-20X18'MIN.WITH M 101) CONNECTIONS FOR SINGLE STUD (2)SSP 3AsO 1.NEW EXTERIOR TRIM AS PER DRAWING,SOFFITS SHALL MATCH EXISTING NAIL PENETRATION CATHEDRAL CEILINGS COQ pER RAPIER FOR DOUBLE STUD INSTALLED FAl 4'XHCI CONNECT PROJECPNO. 2014 AND BE SUPPLED WITH CONTINUOUS SOFFIT VENTING AND INSECT SCREEN. (G2003.PG.11) (R-R) INSTALLED OVER PLYWOOD @ 31'O.C.AS REQUIRED TO EXISTING DWG.N0. C.D. rI - LEGEND Bradley _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ______ __ __ __ _- -_____ - - __ _ - - - - - - - - - - - - - - - NEW FOUNDATION SEE DETAILS chitect P.C. - - - - -- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- -- -- - - - 7 I NEW EXTERIOR I I I WALL Architecture Planning 8' 8' Be I I NEW INTERIOR & Design 4X4 ACQ POST TO I WALL PARTITION CONCRETE FOUNDATION SEE DETAIL 5/DWG A11 J ( I NEW WINDOW 110 North Park Avenue F_ — - - - - - - - - - - - - -- - - - - - - - - - - - -- - - - - - - 4'-0' 16-0' 4'-0' I I Rockville Centre NY 11570 7. I -- - - - - - - - -- -- - - - - - I I NEW DOOR Phone - (516) 536-8585 rl - - - - - -- -15$— -- - - - - - -, _ J-- - - -- 13'-4,- - - - - - -L - - J Fax - (516) 764-7507 ( / — — — —— -- —— —— — — — — : \\ I H. .D. HARDWIRE SMOKE Flo 4 / \ ( - DETECTOR —LOCA.OF POST ABV. \ \ I Denise M Bradley R.A. ( I / _ / I D CARBON MONOXIDE a I i CONCRETE SLAB ABV. / \\ I :• I DETECTOR 8' CONCRETE SLAB ABV. PROJECT TITLE 1T-0' 12'-0' 20'-6' .y: I PO T BV. GP WI 80117/8'FLR JST I I 8 8 8 DETAIL 1 - FOUNDATION zo I VFO.C.Bv. _ LocA of I I I SCALE:NONE Proposed For L J— — — — — —— — _ — LOCA OF 18' Be 8'I POST ABV. I I P — —— — — — at POST ABV. I I _ .... .. .... . I NEW FND STEP ao 4 — TONEWFNDg -- - - - - - - - - - - - - - - - n -- --- - - - - . I —I ':• I-- m - - - - - - - -- - - -- - - - -- - - - - � LOCA OF DOWEL NEW FTG. I I POST ABV. SHINGLE SIDING �. ,y LOCA OF LOCA OF '� s �'.� ..'� t ,' ,• ., I v, TO NEW FTG. I POST ABV. POST ABV. :+ I I I 1 ST FLOOR 112'CDX PLYWOOD Lewis Residence W/(3)#S STL I I -- - -- -`Q - - - - - - - -- - - - -- -- - - -- - — - - - I I I TYVEX WRAP REINFORCEMENT I I I s. I 314 CDX PLYWOOD ( NEW FND STEP TO NEW I LOCA OF GP 0-8011718 FLOOR 2'X 6'STUD X16 O.C. of FOUNDATION I DOWEL I ' POST ABV. I �. I I JOIST @16'O.C. I 20-f 22'-1' I I 518 GYPSUM BOARD NEW FooT>nGG To NEW I IL rxs'PLATE 1500 Mason Drive FOOTING W/(3)#5 STL. I I o REINFORCEMENTiI I ( 2'X 17 RIM JOIST Cutchogue, NY I GP WI 80117/8'FLR JST I I I 4'CONCRETE SLAB I �' X16'O.C.ABV. I :' W/6X6 WWM I ap t (2)2'X 6'CCA PLATES ` I 1'-3' 2'-0' i 6 MIL VAPOR — __ 'Irl 0 I `` I 5 J BOLT @48'O.C. ��/�' TERMITE SHIELD i I I 31 T-0'+CLG.H. '-o GRADE . Project Representation I I N w NEW FND STEP I .i..• I GP 4JI 80117/8'FLR JST I \/�\/�\ � Q I 8 8 81 I :. : . .:..; . .. _ I TO NEW FND I CLIENT: ( I I I ::::-:: X16'O.C.ABV. —' GP WI 80111/8'FLR JST I -,� I DOWEL NEW FTG. BASEMENT Q WATERPROOFING CONCRETE SLB ABV. '. I a'- 8 8 Bel, TO NEW FTG. Lewis Residence 4 �:''; ( I @16'O.C.ABV. W/ 3 #5 STL I O #5 STEEL 1500 Mason Drive REINFORCEMENT • g ,Be 8 I :.,;• .; :: . ; ;: . I =r I 4'POURED REINFORCEMENT Cutchogue, NY 4'CONCRETE SLAB I I I - : ' < I I CONCRETE SLAB 'I,' I @24'O.C. W/6X6 WWM I I _ .i'• '::,. I 4'0 STL COLUMN I I W16X6WWM :l (51� 6 MIL VAPOR I I — —� r—— —J POURED CONCTO 242442RETE I I 6 MIL VAPOR :#.°�: 8'POURED Contact:- :: CONCRETE HAUNCH FOOTING 3/4 HR.FIRE RATED I I °. . .. • : :: FOUNDATION PROJECT DESIGNER: SEE DETAIL 1/DWG A7 DOOR-SELF CLOSING BradleyArchitect P.C. 12'-4' I �M� ��,/\�� I •". 110 North Park Avenue Rockville Ctr., 'r" r I I I GRAVEL BED NY 11570 LOCA OF I (2)13/4'X 117/8'LVL BEAM I i X BACKFILL 24' (4)#5 STEEL Q I LOCA OF LOCA OF I I I POST ABV. I — — 20 (516)536-8585 I I POST ABV. SEE DETAIL F POST ABV' i ; : I I —I —I UTILITY RM.UP MATERIALS REINFORCEMENT Contact:Denise Bradley DWG A3 I I I I LOCA OF i HR FRE RATED I I L- - - - - - - - - - — x� `- 1 80 _ (3►13/4'X 117/8'LVL BE \L _ POST ABY. WALLS CEILING GP FLR JST7/8' i -r I Project Proposal r I — _ - -f- - --+--- I GPFLRJST7/8' I @16'O.C.ABV. _ _ I DETAIL 2 - HAUNCH FOOTING I I it-l' 18'-6' 4'CONCRETE SLAB I @16'O.C.B'V. I `: I SCALE:NONE ( i I X4' STL COLUMN W/6X6 WWM I I I I AR INTAKE TO 24X24X12(D) 6 MIL VAPOR HPOURED CH FOOTINRETE + SEC.G2407 T_o, NEW CONSTRUCTION CONCRETE ST14RS I SEE DETAIL 2/ I 4 :.. I SEE DETAIL 4/DWG A9 I i '' j +' "- - 21/2 STORY RESIDENCE DWG Al I - - -- `� - -- ---- - - -- - - - - - - - - -- NEW FND STEP `- — TO NEW FND I DOWEL NEW FTG. 0 4'STEEL I i I LOCA OF TO NEW FTG. POST ABV. LOCA OF T (3)#5 STL WELDED 112'(THK.) COLUMN GP WI 80117/8'FLR JST N `I I LOCA OF I POST ABV. I I REINFORCEMENT STEEL PLATE (NASO MASONRY Project Seal i�16'O.C.ABV. I POST ABV. I I I I ANCHOR GP WI 80117/8 FLR JST_ �— I ;,w I I I 4'CONCRETE • • I I e16'O.C.ABV. I I I I SLAB WI 6X6 WWMCONCRETE 2'20,I 21 3 I I I I I HAUNCH :r l� v \ I I , FOOTING �L `�c'.^ F ; L —I y LOCA OF — LOCA OF I � I I I .. °. .• .' �`. r., zo I POST ABV. I POST ABV. .44 .'f•% :.yap ry.'-„ I a0 1 I I I . i �,J . , �. co 4 V-8' I x �' I8 8 8 GARAGE I I - °30023 4 b GP WI 80117/8 FLR JST_ CONCRETE SLAB BV. I I — — — — _— — 4'CONCRETE SLB r @16'O.C.ABV. I I ,> • pr N — _ m I W/6X6 WWM "' I I I I I .� . . " 6 MIL VAPOR 4 � : I I I I I NEW FND STEP — — — — — — — -- -- --I . , L TO NEW FND I I LOCA OF I I I I 24 DOWEL NEW FTG. 1 I POST ABV. I t. I I TO NEW FTG. At I y. LOCA OF I LOCA OF W/(3)#5 STL. I POST ABV. LJ REINFORCEMENT I I I POST ABY. 8' Be 8' LOU OF I 3 DETAIL 3 - GARAGE FOUNDATION POST ABV. �— - - --- - - - - - - - - - - - -- - - - � I I- - - -- -- - - - - -I I q Al SCALE:NONE •Y - T ° - - --- - - - - - - - - - - - - - I I—_ --- -- - -- - - - - - - -- - - - - - - — i NEW FND STEP I - - - - - -- - - -- - - - - - - - - - - I 14 I I SHINGLE SIDING TO DOWEL NEW FNDG I I 1 I z NEW :....: TO NEW FTG. CONCRETE SLB ABV. A 1 ,..-:. : °`. �: `�:: =::::: :• : ...•;:.. ,. CONCRETE SLB ABV. 8 8 8 irt X YWOOD 4 L TM W/(3)#5 STL 4 I I 18,-6, — — — — — — — — — — — 19'-0' — — — — — — — 23-6 i I 4 GARAGE WRAP 1 8-25-2021 BOARD OF TRUSTEES APP. REINFORCEMENT J ' ' ^ 2'X6'STUD @16'O.C. � — )) 7-1 NOI. DATE DESCRIPTION � -- - - -- - - - - - - - - -T - -� — CONCRETE SLAB BV. `°" —r -T-- -- - - - - - - - - - -- - - - - - _ -- J I BOARD-FIRE RATED SUM co rISSU - o. ., _ ®. LI 0 D'. X s•CCA PLATES e --r e v I�s n I ( •s s"CONCRETE (2)2' I ;� -�` -- _ _ SlA6 WI6 X 6 wwM � L- - - -- - -- - - - - - - - - - -- -- - 'L _J- �- - - - -r z- - - -�' �- Q - - -- - -- - - - - - ---- --- -- - — GRADE ®, D I• DRAWING TITLE !• r ,. 1 L _ _ ___ _ _ _ _ _ � _— __ __ J as Iq> OCT - 8 2021 AB — :I 1 WATERPROOFING i T T-61 14'-6' 9'-9' T S'-0' T-6' 5'-0' 9' f-T 19'-6' T�' 9' 6 IER _ #5 STEEL - J �, 6 MIL VAPOR °r' 5E REINFORCEMENT .) RA�� 4 @24 O.C. POSE 11'x' 18'-6' 19'-0' Ir 131-6' COMPACTED n �'•:I I; �., 7r-6' GRAVEL BEDS �j j j• I. 8'POURED FOUNDATION PLAN-- COMPACTED \� :I'.l: CONCRETE MATERI1� :ice FOUNDATION FOUNDATION CONSTRUCTION PLAN r N DRAWNBY CH DATE 3-23-2020 4L— SCALE: 1/4' = T-0' I 14' I (4)#5 STEEL SCALE 1/4':T-O' �`—•-- '� REINFORCEMENT • PxoJHCTNo. 20'14 Ael DWG.No. C.D. LEGEND Bradley :......::, ::;. NEW FOUNDATION SEE DETAILS chitect P.C. - DN DN NEW LL XTERIOR Architecture Planning 72'-6' NEW INTERIOR & Design 44 ACQ POST TO 4 110 North Park Avenue CONCRETE FOUNDATION `o NEW WINDOW SEE DETAIL 5/DWG A11 23'-0' Rockville Centre, NY 11570 14 4'-O' 15'-0' 4'-0' NEW DOOR Phone - (516) 536-8585 r�' r-6' Fax - (516) 764-7507 (1)2_X 10'ACQ.BEAM (2)TX 10'ACQ.BEAM - - - - -' - - - - I O] H B HARDWIRE SMOKE RAISED PATIO DETECTOR Denise M Bradley R.A. STONE TILE (2)13/4'X 117/8'LVL BEAM CARBON MONOXIDE 3'CONCRETE SLAB O O O DETECTOR N a N Q W/6'X6'WWM ?? p� 6X6 POST TO FOUNDATION BELOW COVERED PATIO �' i 6 MIL VAPOR BARRIER `r �0� Z1�Dy PROW= ALL CORNERS OF THE FRAMING TO BE c � 0 DETAIL A - PARTITION (TYP.) CONTINUOUS STRAP 17'-O' 12-0' I 20'-6 � o DINING AREA OFDOWN WITHIN A OF THE LEAST 3'-0' S'-6' 5'-6' Y-0' 6'-0' 6'-a 1a-6' 10'-0' 6X6 POST TO co 6X6 POST TO NONE SCALE Proposed For HORIZONTAL DIMENSION o FND.BELOW o � FND.BELOW �� No CEILING HD38 SEE DETAIL(YP) 0 ® O I 0 CONNECTION - - - - - -(3)13/4'X 117/8'LVL BEAM(FLUSH)_ _ r:,s I -� - - - - - - - y= - - � 2-2'X4'SILL PLATE 3O I LOCA OF POST ABV. V FLR JST. 1-ZX10 HDR 1-ZX10 HDR 2-1X10 HDR 4 Lewis Residence (1)2X10 LEDGER BD.W/1/2'LAG BOLT STAG.@32'0_ C. 6X6 POST W W N� zQ _ _ _ _ __ _ - - - - 6X6 POST TO FND.BELOW � - - - - - (3)13/4'X 117/8'LVL BEAM PLUSH) - - -- - - - - - - - -- -- - - , - FND.BELOW SGP WI 80117/8'FLR JST D•- 1/1'GYPSUM .n (2)3 4 117/8 (3)13/4 X 111/8 LVL BEAM 'Q X16'O.0 ABV. I � V BOARD 6X6 POST TO FOUNDATION BELOW 6X6 POST TO FOUNDATION BELOW EACH CA SSE 1500 Mason Drive 20-9 27-0' � © o GP WI 80117/8'FLR JST o � CUtChO e NY @16'O.0 ABV. I ® "o, III � 1'X4'WOOD ' `V GP WI 80117/8'FLR JST n I I FO STUDS X16'O.C. @16'O.C.ABV. _ I I GUEST SUITE ? I I �N J 1/2'GYPSUM 9'-'CLG.N. CL BOARD Project Representation Y SCREENED PORCH 1-3 2-0 VII I EACH SIDE i I KITCHEN 00 CLIENT: I � STONE TILE � I ;r 1/1'GYPSUM Lewis Residence LL, 3 CONCRETE SLAB 4 I I 9'-0 CLC%R � 1500 Mason Drive ° V Cutchogue, NY GP WI 80117/8'FLR JST �IK �� 6 MIL VAPOR B RIER I I SEE DETAIL 9 ~ zp DWG all GREAT RM. j j 0 BOARD X16 O.C.ABV. I I OPEN ABV. co EACH SIDE (516) L --1 1'X4'SILL Contact:- 3'-4' SEE DETAIL 7 .-".I I I PLATE DWG A2 12 I 17-0' I I I = PROJECT DESIGNER: GP WI 80117/8'FI-R JST o O FLOOR Bradley Architect P.C. I ( ( @16'O.C.ABV. N 110 North Park Avenue CIRCULATION ffLA GP WI 80117/8 FLR JSTION AS _ ?? I I ZIP Rockville Ctr.,NY 11570 PER NYSVENTILARC SEC. o �, @16'O.C.ABV. 'n 6X6 POST TO I I 3-9' o (516)536-8585 R303.3/M1506 O 6X6 POST TO FND.BELOW SEE DETAIL-D I `" DETAIL B - FIRE RATED WALL Contact:Denise Bradley FND.BELOW ® �� SEE DETAIL-C DWG A.3 III - - - - ( NONE SCALE z? (3)13/4'X 111/8'LVL BEAM / - 11 DWG A.3 LOCA OF I I I 6X6 POST TO 0 11 LOCA OF F N POST ABV. CEILING Project Proposal _ I :,. . 11 - - (3)13/4 X 117/8 LVL BEAM W/(2)1/2 STL,PLT_ - - - - - I PANTRY 1 0 p FND.BELOW © o POST ABV. BATH G `~' - - - - - - - I 3-0 12-4 Y N ° O LOCA OF / 4 N� ® V 5/8'TYPE'X' "'zo r POST ABV. 4X6 POST TO GP WI 80117/8 FLR JST LLI GYPSUM BOARD s, m q1 2-2X10 HDR N I FND.BELOW ®16'O.C.ABV. Q DN 2-274'S11 L `r o 3'-6' 18'-0' I 10'-0' 5'-6' 6'-0' - --- iL PLATE UNDER W GP WI 80117/8'FLR JST 6X6 POST TOI`n - FLR JST. NEW CONSTRUCTION _ �_ GP WI 80117/8 FLR JST_ V 5/8'TYPE'X' LDRY. 12 @16'O.C.ABV. BEAM LqL pF N X16'O.C.ABV. 6X6 POST TO DN N , GYPSUM BOARD 2112 STORY RESIDENCE CIRCULATION& GP WI 80117/8' POST ABV. - FND.BELOW A. EACH SIDE VENTILATION AS FLR JST _ 9-a�K TRmm PER NYSRC SEC. X16'O.C.ABV. 6'-0' 6'-O' 6'-0' b b I DN 2'X4'WOOD 8303.3/M1506 I CIRCULATION$ I STUDS X16'O.C. Project Seal 12 13 I 12 12 VENTILATION AS 9` RATED DOOR g 6X6 POST TO Z r-6' 9'-0' 9'-0' I PER NYSRC SEG. GP WI 80117/8'FLR JST O J 5/8 TYPE X - - - - - - - FA CLO. / (3)13/4'X 117/8_LVL BEAM PWD - 8303.3/M1506 SELF CLOSING ( Y-3' FND.BELOW : R @16'O.C.ABV. I CL GYPSUM BOARD -� - - - - - - - - - - — q1- - - I I EACH SIDE , �C D 6X6 POST TO 3-8 10-0 3-8 6X6 POST TO W.I.C. FND.BELOW jr GP WI 80111/8'FLR JST BEAM BELOW _ ' I 4 SEE DETAIL-E 1 HR FRE RATED � I I �.^.-,r „'• . `- � @16'O.0 ABV. I DWG A3 - - WALLS E CEI.l1G I ~ GYPSUM BOARD (3)13/4 X 117/8 LVL BEAM _ _ m EACH SIDE ct t a t 6X6 POST TO - --_- - - - —- 6X6 POST TO I I a w FND.BELOW Q BEAM BELOW I - 2-CAR -' r �����. 03 co 01 2X10 CLG JST o Po ST ABV. �I a I FOYER ATTACHED GARAGE i J PLATELL R- 4 @16 O.C.ABV. FAMILY RM I DEN 4 g I N o b 6'POURED I 10 to - ” I OPEN ABV. CONCRETE SLAB 1 x I "' FLOOR 11'-0' 7-a CLG.R N I N W/6'X6'WWM d 6 MIL VAPOR BARRIER 2-2X10 HDR _ � I I B 6X6 POST TO BEAM BELOW II I I DETAIL - SEE C BEAM CONNECTION O FND.BELOW 3 13/4'X 117/8'LVL BEAM W/ 2 T STL.PLT. I WG AJ AL-F (3)13/4'X 117/8'LVL BEAM W/ 2 f STI,PLT. I I NONE SCALE I ) - - () - - _ _ I� - - - - (� - - - - - 4 / - -13)13/4'X111/8'LVLBEAM - UP - -- - - - - - - - - - - - - - - - - - - - - o 1314'X -GP WI 80117/8'FLR JST_ / GP WI 80117/8'FLR JST 4'-0' 6X6 POST TO 0112'BOLT I L3VL BEAM WI(2)' ZP GP WI 80117/8'FLR JST @16'O.C.ABV. 6' @16'O.C.ABV. 6' FND.BELOW @16'O.C.ABV. 6X6 POST TO 112'STL.PLT. 18'-0' 18'-0' 13'-0' FND.BELOW • 2-2X10 HDR 2-1X10 HDR 2-2X10 HDR g-a(,�•K 2-2X10 HDR 2-2X10 HDR 2-2X10 HDR I I I 2X8 LEDGER BOARD W%1/2'LAG BOLT STAG.@32'O.C. 1X8 LEDGER BOARD W/1/2'LAG BOLT STAG.X32'O.C. � IF 5'-0' 0 4'-6' 0 4'-6' 0 4'-6' 2-2X10 HDR 2-ZX HDR 2-2X10 HDR 61-6' 0 5'-0' O 5'-0' O T-O' LLU1 8-25-1021 BOARD OF TRUSTEES APP. A, Roma_ _ 4'X 4'X 114' NO. DATE DESCRIPTION 4 �,- �,- O O O d� �; d� u STEEL ANGLE pen COVERED PORCH �0o> (2)1314 X11718' I S S U rew, i s;i on-, STONE TLE N ® N Q 3'-3' 6'-3' 6'-3' 3'-3' N N COVERED PORCH n N m LVL BEAM 3 CONCRETE 18'-6' 19'-0' "y` �4 Y3,�, 4 STONE SLAB W/6'X6 WWM W/6X6 WWM 6 MIL VAPOR BARRIER 2X8 LEDGER BOARD W/1/2'LAG BOLT STAG.e32'O.0 6 MIL VAPOR BARRIER I DRAWING TfItiE 2-2X10 ACQ BEAM 4 COVERED PORCH 4 2-2X10 ACQ BEAM L2) BEAM 1178' OCT - 8 2021 4X4 ACQ POST TO 2-2X11 ACQ BEAM 4X4 ACQ POST TO C CONCRETE FOUNDATION - - CONCRETE FOUNDATION(TPP) I ROPOSE SEE DETAIL 7/DWG A.11 vf- om DN SEF DETAIL 7/DWG A91 1STI FLOOR .'o a2 �� CONSTRUCTION PLAN 9' T-6' 14'-6' 1-9' 9' 5'-0' 71-6' S'-0' 9' T-9' 14-0' 23'-6' � - - - - - _ DRAWN BY CH 4X4 ACQ POST TO , CONCRETE FOUNDATION DATE 3-23-2020 IST FLOOR CONSTRUCTION PLAN SEE DETAIL 6/DWG A.11 0112'BOLT SCALE 1/4'-1'-0' A*2 SCALE: 414' = 1'-0' 20X.4 LEGEND Bradley ;.,. NEW FOUNDATION SEE DETAILS Architect P.C. - NEW LIEXTERIOR 49'-6 23-0' Architecture Planning 301-4' 19'-2' 4'-0' WALL PAR & Design PARTITION 110 North Park Avenue NEW WINDOW Rockville Centre, NY 11570 (2)13/4'X 91/Z'LVL BEAM NEW DOOR Phone - (516) 536-8585 Fax - (516) 764-7507 H.I. HARDWIRE SMOKE Z? >_6X6 POST TO FOUNDATION BELOW DETECTOR Denise M Bradley R.A. BALCONY � o> © CARBON MONOXIDE b SEE DETAIL 8/DWG A.11 Z..< BALCONY Zo DETECTOR Ee 14'-5' 1T-01/2' 4'-01/2' 41-01/1' 4'-01/2' 3'-111/2' 6'-3' 5'-3' S'-3' 6'-3' PROJECT TITLE y Architect P.C. ® ® ®` DETAIL D - BEAM CONNECTION BONE SCALE Proposed For 4 (1)13/4'X 91/2'LVL BEAM —6X6 POST TO BEAM BELOW 19 19 © © © © `�' 0112' LVL B 4'X 11(2) BOLT LVL BEAM WI(2) � I 112'STL PLT. 2-2X10 HDR 2-1X10 HDR (2)13/4'X 117/8'LVL BEAM - 2 X 10 CLG.IST. o Lewis Residence 6X6 POST TO FOUNDATION BELOW X16'O.C.ABV. O W � II II N 0 o 2 X 10 CLG.JST. Q n @16'O.C.ABV. _ J 1500 Mason Drive 13'-T 20'-0' 22'-0' 4'X 4X 114' _ Cutchogue, NY STEEL ANGLE 2'-0' (3)1314'X 11718' LVL BEAM WI(2) BDRM 1 BDRM 2 4 M.BDRM. Project Representation .o �, �,- 112 STL PLT. _ 2 X 40 CLG.JST. _ _ 2 X 10 CLG.JST. _ I (3)1314'X 117!8' X16'O.C.ABV. X16'O.C.ABV. OPER BELOW LVL BEAM W1(2) CLIENTI,: 117 STL PLT. Lewis Residence 1500 Mason Drive � _ - -_ Cutchogue, NY 5'-10' 31-0' 3'-6' 3'-6' 2'-T 4'-10' 2'-3' H. o. _ 2 X 10 CLG.JST. _ (516) D. H C @16'O.C.ABV. V I Contact:- 14 14 � 15 15 o W ' 4' `r 2 X 10 CLG.JST. 0 -- PROJECT DESIGNER: N 4'-6' X16'O.C.ABV. 1Bra North Park Avenue _4 .o — CLOS. 4' CLOS. CLOS. CLOS. — 6X6 POST TO 3'-0' BOLT I STEEL ANGLE Rockville Ctr.,NY 11570 12 12 - BEAM BELOW 6X6 POST TO 11 C16)536-8585 ontact:Denise Bradley 4X6 POST TO Ln. L11. :o zo BEAM BELOW �- BEAM BELOW DETAIL E - BEAM CONNECTION CIRCULATION& 15 15 `" o VENTILATION AS o BATH 1 T-4' 2'-1' 4'-10' 4'-9' NONE SCALE VENTILATION AS _ - - - - - - - - K R3o3SR SEC. O o 2 X 10 CLG.JST. _ 12 N Project Proposal N _ I W.I.C. ' 2 X 10 CLG.JST. u, I 18 "' 01�. (3)1314'X 11718' Q 14 BOLT LVL BEAM WI(2) N @16'O.C.ABV. W Z X 10 CLG.JST. m , @16'O.C.ABV. — — — — — _ --�I 6 16 — 4 I 112'STL PLT. X16'O.0 ABV. 6X6 POST TO 18'-0' 5'-0' 8'-10' 31-6' 4'-8' rrn -' BEAM BELOW = b N CIRCULATION 9! II NEW CONSTRUCTION VENTILATION AS 9-0C.G K PER NYSRC SEC. I I 21/2 STORY RESIDENCE zo 11'-T ' I c 6X6 POST TO -` F — — — — — Y. — I R303.3/M1506 FND.BELOW I W.I.C. o n CL 12 14 4 I 4'-0' 101-0' 4'-0' I 18 g NUJU II L — — — — — — — — OI rX4'X VENTILATION AS STEEL ANGLE g 114Project Seal PER NYSRC SEC. DN (2)1314'X11718 • R303.3/M1506 BDRM 3 I LVL BEAM n I 12 12 I b �_ _ fP 2 X 10 CLG.JST. b (2)13!4'X 11718' r'<<;� C r,a. �, f 2 2X10 H R 4 I Q I LVL BEAM 6X6 POST TO @16'0.C.ABV. I I BEAM BELOW M.BATH O I OPER BELOW 13 - 2 X 10 CLG.JST. I 4 2 X 10 CLG.JST. o ■- 0 Z - - - -� �, cs7 tf` �_ l @16 O.C.ABV. I4' 1116 O.C.ABV. N f 151-8' o '-0' 4 CIRCULATION ff �F` ZO VENTILATION AS N 14 Q N 3'-6' 14'-2' I Z' PER NYSRC SECLU R303.3/M1.506 L- -- --- -- - - -- -- ZP I I cV 2-2X10 HDR 2-2X10 HDR Q =1X1 I Olrf 4'X4'X 114' BOLT STEEL ANGLE DETAIL F - BEAM CONNECTION NODE SCALE 2 X 10 CLG.JST. ` I 4 011 X16'O.C.ABV. I 4 2' (3)1314'X11718' — —J BOLT I LVL BEAM - ------ - I- - - - -- - - - - - - - - - - - -- 18'-0' rrn 2-2X10 HDR 2-2X10 HDR 2-2X40 HDR W z II II ® O O Q I 1 8-25-2021 BOARD OF TRUSTEES APP. UJJ NO. DATE DESCRIPTION 5'-9' T-8' 3'-8' 7'-2' 39' 6'-3' 6'-3' 3'-3' T-2' 3'-8' 7'-8' — L 4'.ANGLE i s s u e -- __. _...r e.v_i s i o n.._ STL.ANGLE rl.; ,., :<.., , BALCONY (3)1314'X11718' , LVL BEAM DRAWING TrrLE 18'-6' 1-0' 181-6 61-O' I (3)1314'X 11718" s OCT -- 8 2021 LVL BEAM PROPOSED 2ND FLOOR .----- CONSTRUCTION LOOR .-__CONSTRUCTION PLAN 2ND FLOOR CONSTRUCTION PLAN w I Un DRAVWNBY CH - - '(� DATE; 3-23-2020 SCALIE 0117 4'X4'X 114' 2014 A*3 Bradley Architect P.C. Architecture Planning & Design 110 North Park Avenue Rockville Centre,NY 11570 Phone - (516) 536-8585 Fax - (516) 764-7507 Denise M Bradley R.A. PROJECT TM Proposed For Lewis Residence 35-0" RIDGE BOARD 12 1500 Mason Drive 10 Cutchogue, NY 12 10 _ - - --fig ----- 12 Project Representation - - 110 -- - -- - - GAF 40 YR CLIENT: ARCH.ASPHALT Lewis Residence SHINGLE ROOF 1500 Mason Drive - 2-_--- - ---- - Cutchogue, NY -- - — (516) Contact: oe 21'-6" T.O.P. PROJECT DESIGNER: Bradley Architect P.C. 110 North Park Avenue AZEK TRIM(OR EQUAL) Rockville Ctr.,NY 11570 WINDOW HEAD I CASING (5167 536-8585 TYP.OF ALL Contact:Denise Bradley OI L J�LAQ 1 AQ 6BOARDnER ® ® ® ® TYP.OF ALL Project Proposal - - — 12 EXPOSURE .25 PERFECTION -- - — _ - CEDAR SHINGLELIL-IL 12,-6" 2ND FLR. - - - NEW CONSTRUCTION - - 2112 STORY RESIDENCE STRUCTURE COL" 6'CORNER BOTYP.ARD Project Project Seal © RAILING @40' O O ® O O O O ® TYP.OF ALL p , ED 10 EPEP RF°EcSURETan CEDAR SHINGLE IST FLR. - - - - _ 2-0 16.00' I I I I IL---�C 0� -- I I I I- Lr- - - - - - - - - - - - - - - - - - - - - - - - -I I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TJ I I I I I I I I I I I I I I I I I rJ J I� � — — — — -� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — — — — — — — —— — — — — — --L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I PROPOSED FRONT / NORTH ELEVATION SCALE: 114' = T-0" 1 8-25-2021 BOARD OF TRUSTEES APP. NO. DATE DESCRIPTION issue revision OCT - 8 2021 ; DRAWING TITLE PROPOSED FRONT (N.) ELEVATION DRAWN BY CH DATE 3-23-2020 SCALE 114'=1'-0' PROWNO. 2044 A*4 DWG.N0. C.D. Bradley Architect P.C. Architecture Planning & Design 110 North Park Avenue Rockville Centre,NY 11570 Phone - (516) 536-8585 Fax - (516) 764-7507 Denise M Bradley R.A. F TLE Proposed For Lewis Residence 36-V _ RIDGE BOARD 12 1500 Mason Drive — Cutchogue, NY _ ------ 12 -= 12 iu- 110 12 - - F�m—NT roject Representation 101 — - Residence © 1500 Mason Drive Cutchogue, NY (516) = Contact: --- - PROJECT DESIGNER: Bradley Architect P.C. 110 North Park Avenue Rockville Ctr.,NY 11570 (516)536-8585 Contact:Denise Bradley © © ® 1(01 19 19 © 2 � Project Proposal , O -- — — — — - — — — — — — — — — 1-6" _ 2ND FLR. NEW CONSTRUCTION - 71777, 2112 STORY RESIDENCE TF Project Seal �Lsjl O 2 " fc --- -- - — _ - — 7-0 _ 1ST FLR. 16.00' I I IIFI I GRADD 13.50' I I I I I I I Iop N I I I I I I I I C.O.R.-14.43 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I i I I I I I I I I I rl J L — L L i rJ — I L1 - - - - - L - - - - -- - - - - - - - - - - - - - - -L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J PROPOSED REAR / SOUTH ELEVATION SCALE: 114' = T-0' 1 8-25-2024 BOARD OF TRUSTEES APP. I' P OCT - 8 2021 NO. DATE DESCRIPTION issue revision DRAWING TITLE PROPOSED REAR/SOUTH ELEVATION DRAWNBY CH DATE 3-23-2020 SCALE 1/4'=1'-0' ROWN0. 2014 As5 DWG.NO. C.D. - Bradley 35-0"_ RIDGE BOARD Architect P.C. Architecture Planning —1 & Design 110 North Park Avenue Rockville Centre, NY 11570 Phone - (516) 536-8585 12 - _ �— Fax - (516) 764-7507 101 -- - - - — Denise M Bradley R.A. - — PROJECT TITLE 21'-6" — T.O.P. Proposed For ® Lewis Residence 12 3 12'-6" _ 2N_ D FLR.� 1500 Mason Drive Cutchogue, NY Project Representation cLMNT: © © © © 1500 Mason Dnwis c ve Cutchogue, NY (L Hi 1 LJ 16) LL ® 2'�" 1ST FLR. 16.00' CS PROJECT DESIGNER: IF 0'41_ GRADD 13.50' Bradley Architect P.C. 110 North Park Avenue Rockville Ctr.,NY 11570 C.O.R.-14.43' (516)536-8585 PROPOSED LEFT/WEST ELEVATION Contact:Denise Bradley SCALE: 114' = T-0' Project Proposal 35-0'— RIDGE BOARDNEW CONSTRUCTION 2112 STORY RESIDENCE -- --- lf Project Seal — _ 12 110 - -- - - __ ---- - 21'-6" 0 � 0 0 LLAKL 3 12 12'-6' 2ND FLR� OCT — 8 2021 r 1 8-25-2021 BOARD OF TRUSTEES APP, NO. DATE DESCRIPTION i issue revision DRAWING TITLE © PROPOSED 2'6'_ 1 ST FLR 16.00' LEFT/WEST � RIGHT/EAST 10 a-0" GRADE 13.50' ELEVATIONS C.O.R.-14.43' DRAWN BY CH PROPOSED RICHT/ EAST ELEVATION DAM 3-23-2020 SiCAU 1/4'=1'-0' BROWN0. V4 A*6 DWG.N0. C.D. SHINGLE RIDGE VENT Bradley RIDGE CAP EXHAUSTAIR � \ SHINGLES 112'T0314' Architect P.C. 1 \ FELT PLYWOOD � o\ PAPER \ SHEATHING Architecture Planning x N & Design � R BALCONY I ®j fiB �� I \ 110 North Park Avenue RIDGE FAIR Rockville Centre,NY 11570 — — — — — — — — — — BOARD Phone - (516) 536-8585 Fax - (516) 764-7507 — I TYPICAL RIDGE VENT DETAIL — — — — — J I Denise M Bradley R.A. _ 2X8RR. _ 2X8RR _ @16'O.C. I 36'ROLL ROOFING AT LEAST 55 LB OR PROJECT TffLE 1116'SHEET NEOPRENE & EACH STRIP TO EXTEND . P,p I WOOD AT LEAST 12'BEYOND 2X8RR 2X8RR �' �ti o O DECK _ _ m �. CENTER OF VALLEY Proposed For @16'O.C. @16'O.C. 4 I Lewis Residence UNDERLAYMENT ° ° �EXTREND A AILINSTRP ZOI ° o I ° 1500 Mason Drive 2 X 14 RIDGE BOARD 2 X 8 R R. I Cutchogue, NY `V @16'0.C. I 1 X 11 R R _ 2 X 14 RIDGE BOARD W/VENT I Project Representation ZO @16'O.C. < I TYPICAL VALLEY DETAIL Lewis Residence 1500 Mason Drive _ 2 X 14 RIDGE BOARD W/VENT 2 X 12 R R _ �GCutcho e, NY @16'O.C. I F EXPOSURE \\/ (516) 2XVRR. _ �Py� - Contact:- I @96'O.C. NAILING P:'ROJECT DESIGNER: 1 T Bradley Architect P.C. 110 North Park Avenue Rockville Ctr.,NY 11570 Z I x (516)536-8585 Contact:Denise Bradley Q d z ZO Project Proposal NEW CONSTRUCTION TYPICAL IIIPRooFRIDGEDETAIL 2112 STORY RESIDENCE 1 IvvQ� 9`�Ft I J 2X6RR I � G � 3 � jy I @16'O.C. RIDGE BOARD Project Seal COMMON RAFTER ti 2X6RR 2X6RR 2X6R.R 2X6RR �-�. ( HIP RAFTER m -� - @16'O.C. x @16'0.C. ��° �� @16'O.C. >< @16'0.C. ��' — — — — — — — — 2X8RR N 2X8RR. @16'O.C. @16'O.C. - gyp. NV.%' I HIP JACK DOUBLE PLATE TYPICAL HIP ROOF FRAMING DETAIL BALCONY PANEL CLIPS,T AND G PANEL SHEATHING EDGES,OR BLOCKINK INSTALL WITH LONG UNDERNEATH IF DIMENSION ACROSS REQUIRED SUPPORTS.STAGGER SOLID CAP VERTICAL JOINTS. SPACE NAILS IT O.C.,6 O.C.AT ENDS 1 8-25-2021 BOARD OF TRUSTEES APP. PROPOSED ROOF FRAMING PLAN ROOFING a;, NO. DATE DESCRIPTION BACKER ROD FELT SCALE: 114' = 1'-0' &SEALANT CONCRETE - issue revision ANCHOR CROWN ROOFING-ASPHALT SHINGLES ALUMINUM ` FLASHING t�°„'� .�” F2 DRAWING TTTLE ' ROOFING SHALL BE INSTALLED FOR USE 1N A 430 MPH WIND ZONE ROOF FRAMING //—STEP ING ROOFING SHALL BE INSTALLED 1N ACCORDANCE WITH 2045 IRC VENT FLUE VENT THA218 F PERFORMANCE$SPECIFICATIONS TO MEET COMPLIANCE WITH 2015 IRC LINER I SHINGLES NG PLYWOOD j _ 8 8905.2.4,8905.2.4.1,R905.2..5k TABLE R905.2.4.1-CLASS.OF ROOF SHINGLE H2.5 SHAKES FOLLOW ROOFING SHEATHING °PR�POS b f AIRSPACE MTS12 MANUFACTURERS LEAVE 118'GAP AT R00 'FRAMING-PLAN ENDS AND EDGES ROOFING-ICE BARRIER FLASHING H10 RECOMMENDATIONS PROTECTEDGES UNLESS OTHERWISE FOR ROOFING FELTS -- -- ------ OF ESURE AS PER 8905.2.7-ICE BARRIERS SHALL COMPLY WITH SEC:R905.4.2 BRICK BRICK 18 2 PANELS AGAINST MANUFACTUR RBY THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN TWO LAYERS OF EXPOSURE TO WEATHER UNDERLAYMENT CEMENTED TOGETHER AND SHALL EXTEND NOT LESS OR USE EXTERIOR ROOF SHEATHING SHOULD IECE CRICKET THAN 24'INSIDE THE EXTERIOR WALL LINE OF THE BUILDING PANEL STARTER STRIPS BE COVERED AS SOON AS DRAWNBY CH WITH LOCKED AND FLASHING TO COMPLY WITH 2045 IRC R905.4.6 AND THE STANDARDS 1N /, POSSIBLE Wl ROOFING FELT SOLDERED SEAM TABLE R905.10.3(1)THE VALLEY FLASHING SHALL EXTEND NOT LESS THAN TRUSS AND RAFTER CONNECTIONS FOR EXTRA PROTECTION DAM 3-23-2020 8'FROM THE CENTERLINE AND SHALL HAVE A SPLASH DNERTER RIB N.L.T. TO WOOD TOP PLATE AGAINST EXCESSIVE SCALE 1/4'=1'-O' C Mff FLASHING WITH MaO•JT B' F 1N M THE E THE FLOW LINE FORM AS PART A THE FLASHING TYPICAL CHIIVINEY CAP DETAIL TYPICAL PLYWOOD ROOF INSTALLATION DETAIL MOISTURE PRIOR TO ROOFING APPLICATION PROJECT N0. 2044 A*7 DWG.NO. C.D. MXSON R I Bradley D W►�E ) Architect P.C. ( 5Y TYPICAL DRYWELL DETAIL EDGE 0 F PAVEMENT Architecture Planning COVER DRYWELL & Design N 72° 24 E 150,68 — PRE-FAB 110 North Park Avenue 30 Rockville Centre,NY 11570 Phone - (516) 536-8585 FILTER Fax - 516 764- ... — TER ( ) 7507 ( ® ® ® ® ® ® FABRIC I ® ® ® ® ® GRAVEL Denise M Bradley R.A. 010x5(D)CONCRETE o oC5 ® ® ® ® ® t p FILL DRYWELLN-VMIN.IM — LEA(XIING / 00 1 20'MIH.TO o ® ® ® ® 3'FILTER PROJECT TITLE o 0 LEACHING POOL ® ® ® FILL o�\v��P ® ® ® FILTER f�i ` ® ® ® ! } FABRIC Proposed For I DRIVEWAY 08'SDRPIPE •'� /\\/\\/\ /\\/\\/\\/\\/\/\\/\\�\\/\\/\\/\\/\\/\\/\\/\\ /\\/\ SAND OR W1118'SLOPE �♦ 010'X8'(D)CONCRETE tWi i'�i'�i'\\ , i'�i'\\\i�i'�i'��i'\\i�\i'\\i'�i'�i'�i'\\\i\\\i\\\i \\�\�'\\\i CRUSHED n/ DRY WELL T-T MIN. " STONE F�"'''``'"''"'�+ ••� '' FROM FOUNDATION _J3-0" QJ 9-4" 3-0 PLANTER ••' 10MIM --� W SECTION Lewis Residence _ COVERED PORCH ! ro R� TYPICAL DRYWELL DETAIL - STORY I 1 STORY -�•-'`' :~ SCALE: N.T.S. � DRIVEWAY 20.0' d: 1500 Mason Drive Q1 STORY I 08'SDRPIPE o0 — WI10SLOPE — COVER DRYWELL Cutchogue, NY 0rSDR PIPE I PRE-FAB W o I 910 SLOPE PROPOSED E-4 L752112 STORY RESIDENCE I Project Representation 010x5(D)CONCRETE /" ® ® ® ® ® ® ® o FILTER '- '— DRY WELL 10'-0'MIN.—\� \ •' 12.5 o 0 w FROM FOUNDATION , � ® ® ® ® ® ® FABRIC 57.5' % / i W o 0 o GRAVEL �' ' p 0 ® ® ® ® ® FILL Lewis Residence o ® ® ® ® ® 1500 Mason Drive L N I 0rSDRPIPE I ® ® ® ® FILL TER Cutchogue, NY WI118'SLOPE t .- . �--�.--.. FILTER Contact:- W N LI I c� ® ® ® k�'` 4 FABRIC O w GAZEBO '-� L L L L L L L L L - /\/ \// \\\ L L L L L L L L C/3 , \ \ \ \ \ \ \ \ \/\/\/\/\/\/\/\/\/\ \/\/ SAND OR PROJECT DESIGNER: 31.5' COVERED PORCH ABV L L L l PATIO L L BALCONY ABV. %�%�% %�%�%�%�%�% \ \� \ \�� CRUSHED Bradley Architect P.C. LL LLLL�` LLL STONE LLL _L L L L L L L L L 3'-0" 0 9'-4" 3'-0" RockviI 10 lle Ctr Park Avenue1570 LLLLLLLLLL LLLLLLLLLL 52.5' LLLLLLLLLL LLLLLLLLLL SECTION (516)536-8585 0 TYPICAL DRYWELL DETAIL Contact:Denise Bradley SCALE: N.T.S. o I Project Proposal N I NOTE: DOME OTED IF GROUND WATER ELEVATION PERMITS. r NEW CONSTRUCTION NOTE. 2112 STORY RESIDEN CE `� Ink a NON-DISTURBANCE 1. ALL DRYWELLS AND CATCH BASINS SHALL BE PRECAST, _ — BUFFER WITH PRECAST OPENINGS FOR DRAINAGE PIPE(S AND SHALL CONFORM TO NASSAU COUNTY STANDARI S. ZONE AREA I 2. EXISTING DRYWELLS SHALL BE CLEANED. Project Seal W (EL.6') 3. NO SPEED BUMPS ARE PERMITTED. WOOD BULKHEAD 4. ALL LAWN AND PAVEMENT DRYWELLS SHALL BE _ — — INTERCONNECTED AND SHALL NOT POND MORE i THAN 6"BEFORE OVERFLOWING TO THE STREET. 73-57' ---- _ 74° 09 00" W 73.57 r `J' MEAN HIGH WATER �,,., � BROADWATERS / AS OF JULY 27,2011 / �? \ PER.PECONIC SURVEYORS M rn COVE BUILDING ZONE ORDINANCE _' , — 'G� W cn CUTCHOGUE,TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK � SUBJECT PROPERTY 8.¢2* R-40 - 1500 MASON DRIVE TAX MAP - 1000-104.00-07.00 o 3 RUNOFF CALCULATIONS BASED ON DESIGN CRITERIA 3"PER HOUR REQUIRED VOLUME / TYPE RAIN FALL AREA RUN OF REQUIRED / HR / FT FACTOR C. FT / HR / ROOF 2"/12" 5,087 Sq,ft. 1.00 848 c.ft. 1 8-25-2021 BOARD OF TRUSTEES APP. NO. DATE DESCRIPTION ` PERVIOUS AREA 2"112" 24,413 sq.ft. 0.17 692 c.ft. v issue revision C1 TOTAL: 1,540 c.ft. DRAWING TITLE o ; PLOT PLAN DRYWELL PROVIDED !` ' OCT - 8 202 SCALE: 1/16' = 1'-0' I 1 F D.W.NO. DRYWELL&QUANTITY PROVIDED PLAN C. FT / HROIL- 1 (5) X(58'X 3.14 628 c.ft. 1 (5)'X 8'X 3.14 628 c.ft. DRAWN BY CH WOOD FLOA7G 2 DATE 3-23-2020 Dour 1 (5) X 6'X 3.14 471 c.ft. SCS TOTAL: 1,727 c.ft. PROM NO. 2014 STe DWG.NO. C n Glenn Goldsmith, President ��® G�� Town Hall Annex A Nicholas Krupski, Vice-President co 54375 Route 25 John M. Bredemeyer, III "* P.O. Box 1179 Michael J. Domino �'� o@� Southold, NY 11971 Greg Williams ®� �a Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: L78 LLC c/o DENISE BRADLEY Please be advised that your application dated August 27, 2021 has been reviewed by this Board at the regular meeting of October 20, 2021 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) 1 It Day of Construction ($50.00) %Constructed ($50.00) x Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) The Permittee is required to provide evidence that the non-turf buffer condition of the 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. 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 or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 50.00 BY: Glenn Goldsmith, President Board of Trustees 14 61 Ap ti. + n I al ; Of :L78,LLC c/o Jonathan Lewis :1500 Mason Drive,Cutchogue 110/13/21 a n " - - `•...,max 1 -- - _ 1 ti • LL r ice- A ��4�"•. C.�. +�'` �', '� Y .1�` •. ���i a.'n°a,'_�` k.;�'' �"4� : i. x �` _:-.' ,,ES''a a-A's�.•,,*y>- ,A-y�e s - Yw Jill _ w - : 4.4 •." .r .•� - _.s - :ice+.sw +L�.. •:-� � 1. z - �4 i. Zi ' I .�. •yam • e `� � �� R �` -��� �� .- � •.w� - • � • :�.: ��`� ,V :� �.# • n� d�.. � �d -�� ,.2�OV, ,... , T P` AUTHORIZATION (Wherc the applicant is not the owner) A� # ��� ap w.nuanu�:u . ��n��nn� i ���',"1����ne p��m�opmipeal in�enfi��.n;�d as���Ic' ���.a.�...�. � .�_ .�� 3 to act as my agent and handle all ne czsary work,involved witj)tjlnn a pplicaUon pix)(=s for permit( ) fimuwn,the Southold VC'oplirn. Board of Tu ustees fbr this propeyly, w BEFORE � D O ...�� �' � �� �p "�.��'�.: '�0 1G.���:n. ��D ..�. „y Public .., S12°08' DOTE, 10 E 184.91' CONTRACTOR TO VERIFY ALL EASTING CONDITIONS PRIOR TO START OF � WORK.IF E)GSITNG CONDI DNS VARY FROM PLANS,THE CONTRACTOR O 31 1111 t41 It�l4 /41Y11�1 +4w11 SHALL STOP WORT(AND NOTIFY DESIGN PROFESSIONAL WMEDIATELY. Z �L V� SHOULD 7HE CONTRACTOR FAIL TO CONTACT THE DESIGN PROFES90NAL {� ANO CONTINUE WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY p AND UABILITY ARISING THEREFROM. b W �-• -- --- a�a E--1 K SNC PLAN a MIT A LFSAI.57RV4Y. rr a Flat UMMRAT1a1 MAKD S p" g g to Y OILY ALL SCTDACNS.0D0t5�7S,LOCAT>laS,Alm MIGICTIEiES VB7tt TAI®1 S I'RW M siTC P..Va I4+ETARID Dn � n K NEWCHOIO.- OIL TE HOLE O- I n i q LLS PIUOL f\ 3EP jTp 28 1 lP-0 1, OALL ' ST\^ _ e I Q q PH=No.GM-M-2400 UP-2 lP3 ,� I DATEIN APRIL 1B,20M rn c'TI+ m PIP R�99PB R ��,: lPR1a I I v C@SILAtv T A LICEtaED SE111R PER EXACT PROPERTY LINE LOCATRIN& Q TN Bono (TMP) t„ TEST HOLE DATA a a ' 1 4 LPd LPid,} —— GRADE ELEV 13b'—— 00' Z Lu L— \�7�.T/� l ,) 1345 EElll S ---------- zaLEV.13,3- r'Un a BROWN SILTY SAND•SM Q �- 7 AOOO OOOY ELEV.11.6' w NI `E)G%i \!197110 rS OOOm _ E Z I ��d` �; / I \` ��' ORANGE BROWN SAND•SP----------------- BROWN a N a y4\ 60* _ p �, 1 (I)T&xz' ELEV.7 S w 6 .r,�+,1��1P EJP,LFACHNO •�./ \ BROWN SAND-SP 7@ $ m I POOL ELEV E 0' Q rz N 1I7 DW� 1 V \ HIGHEST EXPECTED WATER ELEV.BS Z p UJWET BROWN SAND•SP A _ � s —————————— 1�0'--- 1 \ V ELEV-1.5' SE OF \ TEST BORING DATA BY. -(P ` a DATED 4/1012021N /1012021 5 •,i N12'08'10'W 225.73' —_---- ---- ��- \� ROY KREISSIG,PE !} �Pt+TRML. 27 CLUSTERPINE 11117/I/ 1!n. STREET MEDFORD'NY 11763 T RmY 77 p0 �, 1107 Phare 631.289.7360 Z - T, °"' Mlb BROADWATERS DRIVE DIGGING NOTE: m a •q. a 2- 50'WIDE) DLO.SAFELYCALL 1-800 2724480 WWW RCALLDSLEEFORE VOU DIG COM I NAL ENG` DESIGN FLOW RATE: PROPOSED RESIDENCE WITH 5 BEDROOMS SITE DATA: SCDHS REF# R-21-1105 � GROUNDWATER MANAGEMENT ZONED. GWMZ- IV - - TABLE OF INVERTS S.C.D.H.S. APPROVAL SITE AREA: 29,500 SO. FT. (0.677 ACRE) STRUCTURE INLET OUTLET SEWAGE DISPOSAL SYSTEM: EFFLUENT PIPE a HOUSE - 13.0' fu SEPTIC TANK: PRD. SEPTIC TANK (ST) 12,6' 12.1' WW W Q DESIGN FOR 5 BEDROOMS AS PER S.0 D.H.S. TABLE 2A&28 PRD. LEACHING POOL 11.8' — U SEPTIC TANK REQ'O.- 1,500 GALLONS CAPACITY BOTTOM OF LEACHING POOL]_ 9.8' j ,�.7 0) �.n MINIMUM LIQUID SURFACE AREA REO'D. - 40 SO.FT. TOP OF GRADE ELEVATION 14.0' Q : C t g d PROPOSED SEPTIC TANK PROVIDED- 1,500 GALLONS CAPACITY(O.K.) NDTE� 1—•1 �' y m w y 4�'�Oh c LEACHING POOL(HIGH GR❑UND WATER CONDITION), INVERT FOR ALL LP SHALL BE SAME ELEVATION ID c - _ Ri) 8 1.ALL SEWER LINES SHALL BE 4' DIAMETER W/ SDR 35 RATING. ) >,m .-,gas MINIMUM S[DEVALL AREA REQUIRED, 500 SF 2.CAST IRON SEWER LINE MIN. 2 FT. BEYOND FOUNDATION WALL. C mCJ �V PROPOSED LEACHING POOL- (8) 10' DIA. X 2' EFFECTIVE DEPTH 3,PITCH t/4' PER FOOT FROM HOUSE TO SEPTIC TANK. �� "�` W U E o r SIDEWALL AREA PROVIDED 502 SF r 4.PITCH 1/8' PER FOOT FROM SEPTIC TANK TO LEACHING POOL. il C N 6 49 PROJECT NOTES: ®CT 2021 F" y al 1.THERE ARE NO WELLS (PUBLIC) Lu WITHIN 150' OF THE PROPERTY ( CI 2.CONTRACTOR SHALL VERIFY ALL ELEVATIONS AT BEGINING. ` C 3.WETLANDS ADJACENT TO THIS PROPERTY Board[of Trusteas 14N� hedges b S 120 081 10"E 184,91' Isplit rail fence Psa411ng sagwll YfR\L lRdRp �U/1 d o ygrfR\ 7115'I OW I it __ I I w q QI �w � Z r NEW�(8)10'X2 SOIL TE THOLE o ` 1 'sf = Y x I EAI;HING;--� POOL ;`LP'g 1, 0 GALLo s7 L_- — z% oiR ' ,.- h �- ,1LEA1 LP•2- LP-3 4" ROSS O � `- _ Ai PADROSEp 9e I o LYi tr PIP 8"ABOV LP�1'� 21P1IT0RY JJJJJJJ ti TH BOTTOM((TYP),. ' ;�,Ca RE DEUCE JJ�JJJ-1 I LP. LPI-6 I JJ�JJJJ I ^^,c e` r '� I i OT JJJJJJJ 75 V IJJJJJJ I 13 0 a W I 5, i "m�� _ S9JJ1JJJJ SrMg e ,I r LP-7 LP$ i JJJ pIEE OZV S11 ♦ ; `- :;r c ' �'�. i '� JJ 71000 000M NI EXP-1),EXP-2 i / JJJ P a a 4 I I 1 A 0 0 0# ad 1VIR JJJ I I I EXP-3�'EXPO I -pt / JJJ 1 I \ 1 ue ,O YS �`-,JJJ (4)10'X2'\tell JJJJJ)JJJJJ 1 I \ W_ FUTUR EXP.LEACHINGI POOL DW\1�� IDW \ 11 LU N12p08'10"W Isn A 225.73' --- ------- ---�� ' 3 Isn e Z(11, 1113113NYd 30 3903 c a• ZL II fi Yl a& fY/l e� B R O A D W A T EfZR UAL J SfYTI• I DRIVE SITE PLAN C MST HOLE DATA C:> CN.^ _ _ � (50 WIDE) i ---------- �Py Scale: 1" = 10'-0" CID K�..o DESIGN FLOW RATE. p r TABLE OF INVERTS Pwr"�msm+u nteecoaama FL*QW ucruac ancr SITE DATA:a ti-dui o .v1 pp a .- I oa pax mA•m w nt(mn ed4 " '"a c/'] o� qR S WA DlSPOSA V.1 M. {-..� C..) $¢ Y610(Er na ruw,fin '�• <cPnC TCNN. ____--___ rw'i ei iw""LL..a:ewinfrv"'�a va�ruv.."Kourv:aNvi•""ru i0o.16ue,mrt v PRO -T NOT c' �L n ® $ � tl fl - �� a� "o Pm. r n�roa wmP ® K nn.cmNlu.l ��"®"r'� JL C.,Ir upx arta uK Pr"0 rt 6ra5 rmniGrmu vu4 ire NI PDD fHl•X •RO Ma WA P n MT}nNn avcruxv..v,.cc m rxu "r°LG°"" pp y� y Pv N"r rKf N]6<A tVra tuor. O p ♦Pittll In'M9lm!�rmnC LAK 70 WCN1Y Iat. �tN VuDn PVIKIiv[¢IM tlp a 1 GENERAL NOTES ALL PROJECT NOTES AND DETAILS SUPERCEDED BY NEW YORK STATE RESIDENTIAL CODE 2020 v E EPV 13.76 BUILDING ZONE ORDINANCE BradleyRIMXSOND CUTCHOGUE TOWN OF SOUTHOLD 32 SEAMLESS ALUMIMJM LEADERS>£GUTTERS WITH WHITE BAKED ENAMEL FlNISH , 1.THE DRAWINGS AND NOTES ARE INTENDED TO BE COMPLETE.SHOULD ANYTHING �j *13.94BE OMITED FROM THE DRAWINGS,NECESSARY TO THE PROPER CONSTRUCTION TO MATCH EXISTING. l/(J WIDE ) SUFFOLK COUNTY, NEW YORK chltect P•C• OF THE WORK,HEREIN DESCRIBED,IT SHALL BE THE DUTY OF THE CONTRACTOR ( 5Y *14.38 33.THE NEW WINDOWS SHALL BE MANUFACTURED BY ANDERSEN,IN SIZES AS SHOWN EPV 13.52 TO NOTIFY BRADLEY ARCHITECT P.C_THE BUILDER SHALL VISIT THE SITE I INFORM WINDOWS SHALL BE SUPPLED WITH HIGH PERFORMANCE GLAZING,REMOVABLE EPV 14.50 k 14.49 EPV 13.87 SUBJECT PROPERTY & Design Architecture Planning BRADLEY ARCHITECT P.C.OF ANY DISCREPANCES OR FEL.D CONDITIONS THAT MAY SNAP IN MULLIONS I MANUFACTURER PROVIDED SCREENS.PROVIDE EXTENSION JAMB INTERFERE WITH THE TOTAL COMPLETION OF ALL WORK INCLUDED WITHIN THE AS REQUIRED.THE EXTERIOR COLOR SHALL BE WHITE:WINDOWS TO CONFORM TO "I WINDOWS EPV 13.99 EDGE 0 F P A V E M E n T *14.89 R-40 - 1500 MASON DRIVE CONTRACT AND VERIFY ALL CONDITIONS PRIOR TO THE START OF CONSTRUCTION. RES.CODE OF NYS. *14.03 2 ALL MATERIALS,ASSEMBLES,CONSTRUCTION AND EQUIPMENT SHALL CONFORM 34.THE NEW INTERIOR DOORS SHALL BE FOUR PANEL 13/4'TMCK POPLAR DOORS �, EPV 14.45 p i n E 150.68 _ - TAX MAP - 1000-104.00-07.00 110 North Park Avenue TO THE REGULATIONS OF THE STATE OF THE RESIDENTIAL CODE OF NEW YORK IN SIZES AS INDICATED. �°" N 72 g4 30 - MON. Rockville Centre, NY 11570 STATE APPLICABLE TO ONE AND TWO FAMLY DWELLINGS AND THE RULES AND 35 ALL INTERIOR WINDOW,DOOR CASINGS AND BASEBOARD SHALL MATCH EXISTING SUBJECT PROPERTY REQUIRED PROVIDED REGULATIONS OF THE MUNICIPAL AUTHORITIES. - Phone - (516) 536-8585 3.THE ARCHITECT IS NOT RETAINED FOR SITE INSPECTION AND OR OBSERVATION IN SIZES,STYLES,ETC.ALL TRIM TO BE POPLAR-PAINT GRADE _ LOT SIZE 40,000 SF 29,500.11 SF Fax - (516) 764-7507 OF THE CONSTRUCTION. THESE DRAWINGS&SPECIFICATIONS ARE INSTRUMENTS 36.ALL WALLS AD CEILINGS SHALL BE FINISHED WITH 1/2'GYPSUM WALLBOARD. OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. USE WATERPROOF TYPE IN AREAS OF MOISTURE.TAPE AND SPACLE(3)COATS. > FRE . 4.DO NOT SCALE THE DRAWINGS,WRITTEN DIMENSIONS SUPERCEDE SCALED WALLS WHERE INDICATED SHALL RECEIVE CERAMIC 11L.E SET IN THIN SET OVER w * W AR LOT WIDTH 150 150.68 Denise M Bradley R.A. 1/2 CEMENT BOARD. I LOT DEPTH 175 225.73' Y DIMENSIONS. 37.NEW SUB-FLOORS THROUGHOUT TO BE 3/4'TONGUE AND GROOVE GLUED AND 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING JOB CONDITIONS.ANY SCREWED PLYWOOD.FINISHED FLOORS SHALL BE AS NOTED:CERAMIC TILE SET DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR IN 11/4'MUD JOB.SPACES AS CALLED FOR SHALL RECEIVE 3/4'X 21/4'SELECT LOT AREA OCCUPIED 20.0% 18.2% TO PROCEEDING WITH THE WORK WHITE OAK SET IN DIRECTIONS AS INDICATED.STAIN COLOR TO BE DETERMINED. 3 � PR0J1 Cf TITLE VALUE OF 3,000 LBS.6.ALL FOOTINGS LL REST ON PER SQUARE�FOOT.CCHANGES IN FOOTING LEVEL SHALLE AND REF1ED SOL HAVING A MINIMUM BEARING SAND I�H H W1TH THREE COATS OF POLYURETHANE SATIN FINISH.SAND,STAIN *14'� o N w v��Py FRONT YARD SETBACK 50.0' 50,0' STEPPED AS REQUIRED. THE ANGLE OF THE STEP SHALL NOT BE MORE THAN 300 38.ALL PLUMBING WORK TO BE IN ACCORDANCE WITH STATE AND LOCAL CODES. W ��\ Proposed For TO THE HORIZONTAL. ALL EXTERIOR FOOTINGS AND FOUNDATION SYSTEMS SHALL I FRONT YARD SETBACK 50.0 57.5 EXTEND BELOW THE FROST LINE. ALL EXTERIOR FOOTINGS SHALL BE PLACED AT 39.ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS �� � REQUIRED BY NYS CODE. LEAST 36'BELOW THE UNDISTURBED GROUND. THE SOIL BEARING CAPACITY IS TO I DRIVEWAY SIDE YARD 15' 20,0' BE VERIFIED N THE FELD BY THE GENERAL CONTRACTOR,THE CONTRACTOR IS TO 40.THE HEATING SYSTEM SHALL CONFORM TO THE REQUIREMENTS OF SECTION NOTIFY THE ARCHITECT OF SUBSTANDARD SOL BEARING CONDITIONS, 7815.21 OF THE NYS CODE.MODIFY THE EXISTING SYSTEM AS REQUIRED TO W REAR YARD 50' 56.5' 7.FOOTINGS AND FOUNDATION WALLS SHALL BE PLAIN STONE CONCRETE 3,000 PSI ACCOMMODATE ANY NEW CONDITIONED ROOMS. J Lewis Residence MINIMUM AT 28 DAYS UNLESS OTHERWISE SPECIFIED ON THE PIANS. 41.THE BATH CABINETRY I COUNTERTOPS SHALL BE SUPPLED BY THE OWNERS t � PLANTER � I W ROOF HEIGHT 35.0' 35.0' 8.ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM TO ASTM A36 WITH 22,000 INSTAL-LED BY THE CONTRACTOR.ALL FINAL PLUMBING,ELECTRICAL.I APPLIANCE COVERED PORCH = PSL THE DESIGN,FABRICATION AND ERECTION,OF ALL STRUCTURAL STEEL SHALL BE HOOK-UPS SHALL BE THE RESPONSIBILITY OF THE G.C. I 23.5' 0 19.0' 0 18.5' IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC SPECIFICATIONS. PAINT ALL 42 ALL CLOSETS TO RECEIVE 12'DEEP X 3/4'BIRCH VENEER PLYWOOD SHELVES 1 I 1312* GARAGE *1312 - Building Lot Area : 29,500.11 $.f. ( 0.68 ac. STEEL WITH ONE SHOP COAT OF RUST INHIBITIVE PANT I FIELD TOUCH UP EXCEPT HANGER RODS.ALL BIRCH VENEER PLYWOOD SHALL BE EDGED WITH IXY POPLAR. "' "' 1 STORY 1 STORY 1500 Mason Drive FOR AREAS0 BE WELDED. COLOR TO BE GREY UNLESS OTHERWISE DIRECTED BY ALL EXPOSED SURFACES SHALL RECEIVE ONE COAT OF PRIMER AND TWO COATS 11.5' 20.0' Main Structure : 4,412 s.f.. - 15.0% THE PAINT. �� DRIVEWAY Cutchogue, NY 9.THE STRUCTURAL FRAMING IS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS 43.PAINTING SHALL BE UNDER SEPARATE CONTRACT BY THE OWNERS. G.C.SHALL 1 STORY 3.6T Patio : 990 s.f. 2.2% OF THE NATIONAL FOREST PRODUCTS ASSOCIATION.UNLESS OTHERWISE NOTED ALL FULLY COORDINATE WITH THE PAINTING CONTRACTOR. 16.33' FRAMING LUMBER TO BE DOUGLAS FIR OR ANY SPECIES HAVING A FB--875 PSI MINIMUM 44-ROOFING SHALL CONSIST OF THE FOLLOWING:SLATE ROOF SHINGLES,#30 W I ACC2SS0 Structures : 308 S.f. - 1.0% N BENDING. ROOFING FELT,3/4 PLYWOOD ROOF SHEATHING,11/2 AIRSPACE BETWEEN UNDER- ( PROPOSED Accessory 10.STRUCTURAL MEMBERS ARE DESIGNED TO RESIST THE FOLLOWING LOADS: SIDE OF PLYWOOD I TOP OF INSULATION,ROOF RAFTERS AND 1/1'GYPSUM BOARD 2112 STORY P STAR TO Total Lot Occupied : 5380 $f - 18.2% Project Representation -FLOOR LOADS(EXCEPT BEDROOMS)LL 40 PSF+DL 15 PSF=55 PSF FINISH IN CATHEDRAL AREAS.INSTALL GAF WEATHER WATCH ICE I WATER BARRIER o RESIDENCE BASEMENT -ROOF LOADS(GROUND SNOW LOAD)LL 45 PSF+DL 10 PSF=55 PSF -FLOOR LOADS(BEDROOMS ONLY)LL 30 PSF+DL 10 PSF=40 PSF AT ALL EAVES AND VALLEYS.PROPERLY FLASH AT ALL RIDGES,VALLEYS,ROOF 0 -FLOOR LOADS(STONE FLOORS)LL 40 PSF+DL 35 PSF--75 PSF PENETRATIONS AND AT ALL HORIZONTAL TRIMS.INSTALL HIGH QUALITY SEAMLESS, 57.5 W �' ' HEAVY GAUGE GUTTERS I DOWN SPOUTS IN S17E I CONFIGURATION FOR THE ROOF a -4 PROPANE EXT. Lewis Residence AREA,PITCH,EAVE DETAIL AND WATER COLUMNS.DOWN SPOUTS SHAM TE INTO M 10.0 o O it ALL FRAMING SHALL BE WESTERN PLATFORM TYPE WITH ALL MEMBERS PROPERLY � t`. I 50' � DRAWING LIST C��1Mguen Drive BRACED,PLUMB,AND LEVELED TO FORM A RIGID STRUCTURE AND TO INSURE EVEN EXISTING SUBSURFACE DRAINAGE SYSTEM WHERE APPLICABLE.PROVIDE SPLASH BLOCKS AT ALL LOCATIONS WHERE DOWN SPOUTS EXIT TO GRADE SURFACE o I b o0 SETTLEMENT AND SHRINKAGE THROUGHOUT. DOUBLE JOISTS ODER PARTITIONS CV i L p (516) RUNNING PARALLEL TO JOISTS AND UNDER BATH FIXTURES RUNNNG PARALLEL TO 45.THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER u, CV �- REQ 10.0' N A-0 COVER PAGE ��'- JOISTS. THE DIRECTION OF THE UNDERSIGNED AND TO THE BEST OF THE UNDERSIGNED'S 31.5 901-1 .0 _ 325 KNOWLEDGE;INFORMATION AND BELIEF MEET THE REQUIREMENTS OF THE NEW O o GAZEBO �- 0 1 STORY r- 12 ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS YORK STATE ENERGY CONSERVATION CODE 11' � I 16_L L L L L L L "' 170\ C!3 A-1 PROPOSED FOUNDATION CONSTRUCTION PLAN PROJECT DESIGNER: AND ALL OTHER REQUIREMENTS OF APPLICABLE U.S.COMMERCIAL STANDARDS FOR ,; 17.0 -e-1-1 L L L L L L L TL l COVERED PORCH ABV L L L L L L L L o Bradley Architect P.C. THE TYPE,GRADE,I SPECIES OF PLYWOOD AND BE SO IDENTIFIED BY AN APPROVED 46.INSTALL METAL SILL I TERMITE SHIELD AT NEW FOUNDATION.INSTALL ADDU- I s ,� BALCONY ABV.PATIO TESTING AGENCY. TIONAL TERMITE SHIELD AT EXISTING FOUNDATION WHERE NEEDED. M * L •�_ _y. LLL PATIO_L L A-2 PROPOSED 1 ST FLOOR CONSTRUCTION PLAN 110 North Park Avenue LLI L L 15.C�-L L_L L L L L L L L LL � Rockville Ctr.,NY 11570 13.GLASS IN DOORS,EXITS,SHOWERS,AND BATH TUB ENCLOSURES SHALL BE SO 47.ANY EXISTING FENCING,TREES,SHURBS,LANDSCAPING DAMAGED BY GC AND GC L L L L L L L L L L L L L L L L L L L o 29.5 SIZED,TREATED,CONSTRICTED OR COMBINED WITH OTHER MATERIALS SO AS TO SUBCONTRACTOR WILL BE REPLACED BY CONTRACTOR. 52.5' LLL L L L L L L L L L L L L L L L L 8 a A-3 PROPOSED 2ND FLOOR CONSTRUCTION PLAN (516)536-8585 EFFECTIVELY MINIMIZE THE POSSIBILITY OF INJURY TO PERSONS IN THE EVENT THE 48.7 Contact:Denise Bradley GLASS IS CRACKED OR BROKEN. GLAZING EXTENDING TO WITHIN 18'OR LESS OF CONNECTION DETAILS o IST c A-4 PROPOSED FRONT(N.)ELEVATION FLOOR LEVEL IN EXTERIOR DOORS SHALL BE TEMPERED GLASS. * 1231 10.0' , 14.ALL SMOKE ALARMS SHALL BE LISTED I INSTALLED IN ACCORDANCE WITH THE 0 I A-5 PROPOSED REAR(S.)ELEVATION Project Proposal PROVISIONS OF THE RESIDENTIAL CODE OF NEW YORK STATE AND THE HOUSEHOLD FRE WARNING PROVISIONS OF NEPA 72 SINGLE AND MULTIPLE-STATION SMOKE ALL FRAMING HARDWARE SHOWN ON THESE PLANS,UNLESS OTHERWISE NOTED ARE SIMPSOM STRONG-TIE.NO SUBSTITUTIONS ARE APPROVED OR AUTHORIZED. cV A-6 PROPOSED LEFT(E.)&RIGHT(W.)ELEVATIONS ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE EACH SEPARATE r- SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS AND o ON EACH DUE TO THE NATURE OF FRAMING HARDWARE TO THE OTHER COMPONENTS OF -- ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS AND CELLARS. THESTRUCTURE.ANY FRAMING HARDWARE SUBSTITUTIONS WILL RENDER THESE z ___ ---- --- A-7 PROPOSED ROOF FRAMING PLAN PLANS NULL AND VOID,AND WILL RESULT IN THE INSTALLER/CONTRACTOR NEW CONSTRUCTION ' 15.ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE RESIDENTIAL CODE GALV.MIL TIES OF NEW YORK STATE AND ENC_ ASSURINGRESPONSIBILITY FOR THE DESIGN AND PERFORMANCE OF THE ��SND - S-1 DRYWELL PLAN ENTIRE SYSTEM. (IYP.OFALL) I ___.- Q 21/2 STORY RESIDENCE 46.ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA ALL SPECIFIED FASTENERS TO BE INSTALLED PER INSTRUCTIONS OF THE SIMPSON � NON-DISTURBANCELU OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS.THE MINIMUM STRONG TIE WOOD CONSTRUCTION CATALOG.INCORRECT FASTENER QUANTITY, I BUFFER OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA SIZE TYPE,MATERAIL OR FINISH MAY CAUSE THE CONNECTION TO FAIL.46D BEING VENTILATED AS PER RESIDENTIAL CODE OF NEW YORK STATE SECTION R303. FASTENERS(8 GAUGE 031')ARE COMMONNAILS AND CAN NOT BE REPLACED WITH 47.BATHROOMS,WATER CLOSET COMPARTMENTS,AND OTHER SIMILAR ROOMS 16D SINKERS(9 GAUGE®31')UNLESS OTHERWISE NOTED. Project Seal WITHOUT NATURAL VENTILATION SHALL BE PROVIDED WITH A MECHANICAL INSTALL ALL FASTENERS BEFORE LOADING THE CONNECTION, ZONE AREA 11.86* 11.77* I W VENTILATION SYSTEM. THE MINIMUM VENTILATION RATES SHALL BE 50 CFM FOR JOISTS SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT AND THE GAP o (EL.6') INTERMITTEN VENTILATION OR 20 CFM FOR CONTINUOUS VENTILATION.VENTILATION BETWEEN THE JOIST END THE HEADER SHALL NOT EXCEED 14 PER ASTM TEST I 11.48* ,- AIR FROM THE SPADE SHALL BE EXHAUSTED DIRECTLY TO THE OUTSBE AS PER STANDARDS. *1201 I `3 W 0 0 D BULKHEAD ` (? i '! '� "' '"= == i RESIDENTIAL.CODE OF NEW YORK STATE SECTION R303.3. GALV.MTL TIES - '' I ' _ I ,I',; / E ' FOR HOLD DOWNS.ANCHOR BOLTS NUTS SHOULD BE FINGER TIGHT PLUS 1 TO 11.49* 18.BASEMENTS WITH HABITABLE SPACE g EVERY SLEEPING ROOM SHALL HAVE AT TURN WITH WRENCH WITH CONSIDERATION GIVEN TO FUTURE WOOD SHRINKAGE. - Q LEAST ONE OPERABLE EMERGENCY ESCAPE I RESCUE OPENING. WHERE ESCAPE CARE SHALL BE TAKEN TO NOT OVER TORQUE THE NUT. METAL STRAP T�DETAIL ---__ -- 8.47* �� OJ' oo W 13.5 I L L �� �x- L1J S 7 , OCT - 8 2021 1 RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NO MORE THAN 44 INCHES ABOVE THE FLOOR. AS SUCH OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 51 S.F.EXCEPT GRADE FLOOR OPENINGS SHALL HAVE A i� '�`r'` � � '5' VIA I MEAN HIGH WATER M \ -�� � MINIMUM NET CLEAR OPENING OF 5.0 SQUARE FEET.THE MINIMUM NET CLEAR BROADWATERS n _ !» __� , OPENING WIDTH SHALL BE 20 INCHES AS PER SECTIONS R340-RMOA4. I , AS OF JULY 27,2011 M �� PER.PECONIC SURVEYORS , o C6o N Ess 49.OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING / i z o CV COVE SHALL NOT BE PERMITTED.OTHER OPENINGS BETWEEN THE GARAGE t RESIDENCE SHALL BE EQUIPPED WITH 45 MINUTE FIRE RATED DOOR ASSEMBLY EQJPPED WITH A * WETLAND � � � �� w 8.75 SELF CLOSING DEVICE AS PER SECTION R309.1. MSTA � � - - � Q�`Q•" � 10.THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREAS S36 I = PLUMBING RISER DIAGRAM BY HORIZONTAL AND VERTICAL SEPARATIONS ASSEMBLY SHALL HAVE A 3/4 HOUR MTS16 m FIRE RESISTANCE RATING AS PER SECTIONS 8309.21 AND R309.22 FACE MOUNT HANGER ADJUSTABLE HANGER HIP RAFTER STUD TO S CS20 I / V` 8.42 21.THE G.C.SHALL BE RESPONSIBLE FOR THE DEMOLITION,REMOVAL AND DISPOSAL SIMPSON STRON&TIE(CS20 OR LFTA OR(2)MTS16) o NEW 4'VENT OF EXISTING PORTIONS OF THE RESIDENCE AS REQUIRED FOR THE COMPLETION OF SIMPSON STRONG TIE(LUS) SIMPSON STRONG TIE(H2.5A) SIMPSON STRONG TIE I S70 i i o I THRU ROOF ROOF LUS26,LUS28,LU1S&2 LUSS26.29(6' CS20X36'@ 32'O.C.MIN.WITH(6)10D NILS AT EACH o THE WORK.ALL DEMOLITION AND DISPOSAL SHALL BE DONE IN ACCORDANCE WITH ENDWfiI1(1)tODATCENTIIIOR LFTA@32'O.C.OR >Il000' O lUS 28.2,LUS21N LUSS28-TV 2'X10',2 (12' r r THE RULES AND REGULATIONS OF THE LOCAL BUILDING DEPARTMENT. (2)M1B16 32'O.C. 3 � - --r-r- - -r,�,- - - - - - nth, T�.- - 12 FLOOR JOISTS SHALL BE SOLD BLOCKED/CROSS BRIDGED AT MID SPAN OR .G I I 1 I I I I I 1 I I I INTERVALS V MAXIMUM. / *1'� - I IJI tEw I taw I I NEW I nEw I I I 23.INSULATION IN THE EXTERIOR WALLS AND CEILINGS OF ALL CONDITIONED SPACES / I T I LAY. LAV. LAV. LAV. SHALL BE FIBERGLASS BATTS,SIZE AS INDICATED ON DRAWINGS,WITH A VAPOR Hogs SIMPSON STRONG / To w� BARRIER ON THE HEATED SDE.PACK ALL SPACES AROUND WINDOWS AND DOORS MTS12 HIMNDRES TRAPPICE Awa I I s# 7 I 71 I r 17 I I 5� I WITH INSULATION, i IND FUR 24. CARE SHALL BE TAKEN TO MAINTAIN THE FREE PASSAGE OF AIR BETWEEN SIMPSON STRONG / 3' '1 T Y 3 3 T 4' 3' 2 10-5-2021 REVISIONS INSULATION AND ROOF DECK T MINIMUM AIR SPACE REQUIRED-USE BAFFLES. TIE STRAPPING °> / 1 8-25-2021 BOARD OF TRUSTEES APP. 25.ALL JOIST HANGERS,ETC,SHALL BE AS MANUFACTURED BY SIMPSON-'TECO'OR NAND RESISTANCE / 4' 4' EQUAL FOR ALL FLUSH STRUCTURAL CONNECTIONS.INSTALL HURRICANE CLIPS AT // Y Rh' -Tr -R - - 1h r I iy - �r N0. DATE DESCRIPTION ALL SLOPED CEILING CONDITIONS AND AS CALLED FOR IN THE DRAWINGS. CONTINUOUS CORNER / ILO 26.ALL WINDOW AND DOOR OPENINGS SHALL HAVE STUDS DOUBLED ON JAMBS HP CORNER PLATE HEADER ANCHORAGE / o I I I uv I I SK I LAV mw ITWt I w 1 S S U e r e V I S I 0 n POST STRAPPING POST BASE SIMPSON STRONG TIE(HCP) CONNECTORS FOR / w T I I Tour 27.THE TOP AND BOTTOM EDGES OF JOISTS MAY NOT BE NOTCHED TO EXCEED T SIMPSON STRONG TIE SIMPSON STRONG TIE HCP2-7X MEMBER SVE r r r DRAWING TITLE OR1/6OFSECTION. VERTICALHD38 #ABM4 HCP4-4'XMEMBERSVE WIND RESISTANCE `� // p 1 1ST FUR. 18.All ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN rE �` / O LOT L �' 4' GENERAL NOTES CONFORM TO STATE,LOCAL AND LIPA REQUIREMENTS. 3 PLOT PLAN I 1 3 s' 29.THE EXISTING ELECTRICAL SERVICE SHALL BE UPGRADED AS REQUIRED.PROVDESCALE: 1/16' 1'-0' r ' PLOT PLAN THE OWNERS ITHE LOCAL MUNICIPALITY WITH A NCBFU CERTIFICATE FOR WORK = 4 4 PERFORMED.ALL NEW RECESSED FIXTURES SHALL BE SUPPLED I INSTALLED BY , ZONING CODE THE ELECTRICIAN.ALL OUTLETS 8 WALL SWITCHES SHALL BE DECORA DESIGNER I NEW TYPE TYPE IN NORM COLOR,APPLIANCES/FIXTURES PER MANUFACTURES REQUIREMENTS, 4' snK SHALL BE SUPPLED WITH DEDICATED CIRCUITS.INSTALL LOW VOLTAGE IN LINE 1 PLUMING DIAGRAM SMOKE DETECTORS WITH BATTERY BACKUP SYSTEM AS SHOWN ON THE PLANS t IN Q 1 r CONFORMITY WITH NYS RESIDENTIAL CODE REQUIREMENTS.ALL EXISTING INTERIOR BASEMENT DRAWNBY CH AND EXTERIOR OUTLETS TO BE TESTED AND REPAIRED AS DEEMED NECESSARY. HURRICANE CLIP RIDGE WOOD FLOATEG 3' DATE 3-23-2020 30.NEW EXTERIOR SURFACE AS PER DRAWING.EXISTING STUCCO REPAIRED AND SIM STRONG TIE(H2.5A) STRUCTURAL RIDGE TRUSS RAFTER SIMPSON STRONG TIE SSP SIMPSONSTRONGTIEWITH DOCK SCALE 1/4'--f-0' SEALED.EXISTING BRICK WORK RE PONIED. INSTAUATION OVER PLYWOOD CELL COLLARITES X32'O.C. ' ISACCEPTABLEAS PER MIN. SIMPSON STRONG TIE CS•20X18'MIN.WITH(l)10D CONNECTIONS FOR SINGLE SND (Z)SSP FAl AsO 31 NEW EXTERIOR TRIM AS PER DRAWING,SOFFITS SHALL MATCH EXISTING NAIL PENETRATION CATHEDRAL CEILINGS COMMON NAILS PER RAFTER FOR DOUBLE STUD INSTALLED 4 XHCI CONNECT PROJECT N0. 1014 AND BE SUPPLIED WITH CONTINUOUS SOFFIT VENTING AND INSECT SCREEN. (G2003 PG 11) (R-R) INSTALLED OVER PLYWOOD @ 32'O.C.AS REQUIRED TO EXISTING DWG.N0. C.D. LEGEND Bradley_ r- - - - - - -- - - - s- - - - - - - .,-- - - - - - - - - - - - - - - - - -- -- - - - - -- -- - - - - - - - - - — - - - - - � NEW FOUNDATION • t Archl tcP.C9 et - SEE DETAILS 1 �- — — — — — — — — — — — — — — — — — — — — — —— — — — — --- - - - - - - - - - - - - - - - - - - -- - - - - -- - - - NEW I WALL EXTERIOR Architecture Planning 4X4 ACQ POST TO 8' & 8'I I ► NEW INTERIOR & Design CONCRETE FOUNDATION 1 1 WALL$PARTITION SEE DETAIL 5/DWG A.11 ( " ( I 110 North Park Avenue r — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J ( 41-0' 151-0' 41-0' I NEW WINDOW Rockville Centre,NY 11570 / - - - - - - - - - - - - - -- - -- I I NEW DOOR Phone (516) 536-8585 I - - - - - - - - - - - - - - - - -� _1-- - - - - -- - - - - - - -L - - J `� I Fax- (516) 764-7507 13'-4' HARDWIRE SMOKE - •`� DETECTOR Denise M BradleyR.A. LOCA OF POST ABV. \\ j \\ I CARBON MONOXIDE 8,I CONCRETE SLAB ABV. DETECTOR CONCRETE SLAB ABV. / ` I I zo PROJECT TITLE 32-6 y LOCA.OF ( 1 I N 1T-0' 12'-0' 20'-6' .-,; 1 POST AN. GP WI 80117/8'FLR JST '. I �8' 8' 8' :; i X16'oc.ABY. i DETAIL 1 - FOUNDATION I 1 SCALE NONE Proposed For L_ .,. -J- - - - - - - - - - - - -- - - - - - 1 8' 8' 8') LOCA OF I ( 1 ° LOCA OF I I POST ABV. I I I ;. z Al POST ABV. I I 1 I I 1 NEW FND STEP—L.- 1 4 I � TO NEW FND I I I-- - - - - - - - - - - - - - -- -1 rN -- - - - - - - - - - - - - - -- - - -- - -- -- ---- — LOCA.OF 1 DOWEL NEW FTG. I y LOCA OF LOCA OF '�• 1 ,� ,.:: . ;;: POST ABV. I I I - SHINGLE SIDING TO NEW FTG. ? ' POST ABV. POST ABV. 1 :; I I I I I 1STFLooR 117CDXPLYWOOD Lewis Residence W/(3)#5 STL 1 :: rxs.wRD 1 . X PLYWOOD REINFORCEMENT - -- - - - - - - - - I I - -- - - - - - -- - - - - _ - - - - - - J I I 1 GP WI80314, 11718'FLOOR TSTU 60.C. NEW FMD STEP TO NEW LOCA.OF a of 1 FOUNDATION I DOWEL I i POST ABV. 0,�, I i �. 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(51� ( 6 MIL VAPOR I :` r — -I I TO24X24X12(D) I I 6 MIL VAPOR :I 8'POURED Contact'- 1 1 POUR:D CONCRETE I t HAUNCH FOOTING 3/4 HR FIRE RATED I 1 1. CONCRETE 1 a. . •• . - . FOUNDATION PROJECT DESIGNER: of 1 I 1 I SEE DETAIL 2/DWG Al DOOR-SELF CLOSING of 1 I 18' 8' 8'I 9'-9' 17-4' I Q \ ,, I • •:; c Bradley Architect P.C. 110 North Park Avenue / NY 11570 •�•Q 1 Rockville Ctr., LOCA OF I ( (2)13/4'1117/8'LVL BEAM' I I I 1 GRAVEL BED 4 IR55 STEEL LOCA OF LOCA OF K I I : I — — ® &BACKFILL 24 ( ) (51�536-8585 POST ABV. SEE DETAIL F POST ABV. I POST ABV. I , , , I MATERIALS REINFORCEMENT.. L 5-6 Contact:Denise Bradley , - _I —I UTILITY RM. DWG A.3 ' 1 I °. I I X 1 LOCA.OF 1 HR FRE RATED I 8' 3'-0' I 1 `- — — — — — — — — — — — �- I POST ABI. GP WI 80117/8' — — (3)13/4'X 111/8'LVL BE \L — I...,A- _ ` WALLS ' FLR JST 1 ;� I Project Proposal Zia GP WI 80117/8' I @16'O.C.ABV. 1 I .. I_ -- - _ —_ —Z — _ - -- - - -- I FLRJST I 1 I DETAIL 2 - HAUNCH FOOTING 4 CONCRETE SLAB I X16'O.C.ABV. I = I SCALE.NONE I 4'0 STL.COLUMN W/6X6 WWM 1 I 1 I TO 24X24X12(D) 6 MIL.VAPOR I l l I AIR INTAKE POURED CONCRETE — — — — — — — — —— — — —I—I—I— — — —— — — — SEC.G2407 CONCRETE STIARS I I HAUNCH FOOTING 7-0+CLA K - 1 NEW CONSTRUCTION SEE DETAIL 4/DWG A9 I SEE DETAL 2/ 1 -• _ I 4 2112 STORY RESIDENCE L I DWG AI — - -`� - - - -- -- - - -- -- - - - - - - - NE�VFNDSTEP 1 1 I — — TO NEW FND I Q I LOCA OF DOWEL NEW FTG. 04'STEEL POST ABV. LOCA OF ( I TO NEW FTG. WELDED 112' K COLUMN W/(3)#5 STL ) 1 1 I GP WI 80117/8FLR JST_ N I ,_ I I POST ABV. I I REINFORCEMENT STEEL PLATE (4)0117 Project Seal 8' .81 81 1 1 @16'O.C.ABV. Z7 I �T POST ABV.LOC1 I 1 I ANCHOR MASONRY 1 �_ ,� GP WI 80117/8 FLR JST_ F- I I I I 4'CONCRETE 1 1 ` @16'O.C.ABV. I I I I SLAB W16X6 WWM 24 X 24 X 17 �r N I CONCRETE - p HAUNCHa FOOTING ( L -( LOCA.OF LOCA.OF 1 ` I POST ABV. I POST ABV.Lt 2� � I 1 1 I I - . •`.- • • • � • r co b 189 .1 GARAGE Zb 3'-8' I ' 8 8 .�, AY 4 ` GP WI 80117/8'FLR JST CONCRETE SLAB ABV. ' y0 1 - — — — — — — — — — 4 CONCRETE SLAB @16'O.C.ABV. t �ti . ' 1 W/6X6 WWM , I 6 MIL VAPOR I 1 I A a 1 I 24 L I , - - - - - - - - - - - - - NEW FND STEP I TO NEW FND& :�J 1 LOCA.OF DOWEL NEW FTG. I 1 POST ABV. 1 1 TO NEW FTG. A 1 i .y 1 PPOST ABV. ". POST ABT W/(3►#5 STL. .' LOCA OF REINFORCEMENT 18' 8' 8' 1 1 3 DETAIL 3 - GARAGE FOUNDATION LOCA.OF • 1 I I I POST ABV. ' - - - - - - - - I I-- - -- - - - - - -- - - -- , L — i _ _ _ _ — — — _I I Al SCALE:NONE I:Y• aD - y - _- • 1 .i. •�:. :cp T = - - --- - - - - - - - - - - -- - I r_ - -- - - - - - - - - - - - - - - - - - -- -` — -I NEW FND STEP TO NEW D& ( I 1 �? I - — —— — — — — — SHINGLE SIDING DOWEL NEW FTG. I 1 Al I L — — —— — — ——. 1 18' 8' 8'1 112'CDX PLYWOOD 8' 8'. 8' .:...;..,;:.. ... ?� ; f TYVIX WRAP TO NEW FTG. CONCRETE SLAB ABV. "' :_`:`: _ CONCRETE SLAB ABV. Q W/(3)#5 STL - - - - - - -- -- 4 GARAGE 4 � I I � — — — — — — — — — — —� ( I '� - 1 8-25-2021 BOARD OF TRUSTEES APP. REPIFORCEMENT 1 — 18'-6' —— 19'-0' — — 23'-6' — J M.: ( 2'X6'STUD @16'O.C. N0. DATE DESCRIPTION ———— —— — ——— — — —— -r _L — CONCRETE SLAB ABV. BAR TYPE'X'GYPSUM - — - -- - - - - - - - _ - - - - - - - - - F r t1• I I - - 6"CONCRETE 6'C I u :,r-e V I S O.n. -, � r- -r �— � •' BOARD IRE RATED r. Q b''. (2)7 X CA PLATES s S e . _ — _ _ SLAB W 16 X 6 WWM ; L-- - - -- - -- - `� - - - - - - - - - - �- - - _F Z- - - - - -r Z- - - -� -- - - - -- - - - - `- ---- - -- -- - — GRADE —� I ' DRAWING TIT�,E I± '� 1 - - --- - -- - - � - ---- - -- -- A2 I /� L OCT — 8 2021 I 9' 1'-6' A8 14,-6' 1'-7 9 5'-O' T-6' 5'-0' 9' T-9' 19'-6' 1'-6' 9' � 6 MIL VAPOR a r WATERPROOFING � IER I .I �€ REINFORCEMENT 18'-6' 19'-0' 23'-6' CEL OMPACTED '.I I: 4 @24'O.C. PROPOSE 72'-6' GRAVEL BED //\\ .I ,: FOUNDATION PLAN COMPACTED CONOCURE�TDE BACI�ILL �� • . FOUNDATION MATERIALS FOUNDATION CONSTRUCTION PLAN r n DRAWN BY CH .. .. DATE 3-23-2020 SCALE: 114' = 1'-0' 24' � (4)#5 STEEL SCALE 1/4'=1'-0' REINFORCEMENT PROJECT NO. 2044 As DWG.N0. C.D. LEGEND Bradley NEW FOUNDATION c ltect P.C. SEE DETAILS DN DN NE�WIEXTERIOR Architecture Planning 71-6 NEWINTERIOR WALL & Design ff PART1110N 110 North Park Avenue 44 ACQ POST TO NEW WINDOW CONCRETE FOUNDATION Rockville Centre,NY 11570 SEE DETAIL 5/DWG All 8' 16-8' 13'-4' 4-9 151-0' 41-0' NEW DOOR Phone - (516) 536-8585 r�' r-6' Fax - (516) 764-7507 (2)r X 10'ACQ.BEAM _ _ _ _ (2)TX 10'ACQ BEAM H. .D. HARDWIRE SMOKE RAISED PATIO O DETECTOR Denise M Bradley R.A. STONE TILE (2)13/4'X 117/8'LVL BEAM © CARBON MONOXIDE I Q T CONCRETE SLAB O DETECTOR N N a W/6'X6'WWM Z? p� 6X6 POST TO FOUNDATION BELOW 1 COVERED PATIO � i 6 ML VAPOR BARRIER '� ^o� z1>py `r PROJECT'TfTLE ALL CORNERS OF o DETAIL A- PARTITION (TYP.) THE FRAMING TO BE �.i CONTINUOUSSTRAP 121-9 I 19-6' o DINING AREA o DOWN Win A MIN. 6X6 POST TO co 6X6 POST TO NONE SCALE Proposed For 3'-0' 5'-6' S'-6' 3'-0' 6'-0' 6'-0' 10'-6' 10'-0' FND.BELOW OF 10Y OF THE LEAST o END.BELOW o HORIZONTAL DIMENSION o HD38 SEE CONNECTION i © N� CEILING DETAIL(TYP) OD O �_� - - - - - -(3)13/4'X 117/8'LVL BEAM(FLUSH)- - - - -� 2-1'X4'SILL I � PLATE UNDER 3O I LOCA OF POST ABV. W FLR JST. Lewis Residence I2-2X10 HDR 2-2X10 HDR 1-2X10 HDR QTO co0) a2 zo Q - (2)2X10 LEDGER BD.W/1/2'LAG BOLT STAG.@32'O.C. O 6X6 POST TO 6X6 POST W - - FND.BELOW I _--—_- - - FND.BELOW GP WI 80117/8'FLR JST CL (3113/4'X 117/8'LVL BEAM(FLUSH) (2)13/4' 117/8' (3►13/4'X 111/8'LVL BEAM 1/1'GYPSUM LV M @16'O.0 ABV. I V BOARD ��s®E 1500 Mason Drive 6X6 POST TO FOUNDATION BELOW 6X6 POST TO FOUNDATION BELOW 29-0' 22'-9 L © o GP WI 80117/8'FLR JST o I Cutchogue, NY @16'O.C.ABV. ( ® III n LU 1'X4'WOOD `~ SGP WI 80111/8 FLR JST_ N I I N o FO STNS @46'O.C, @16'O.C.ABV. b GUEST SUITE 4 6 I I N < 9'-0' d I I F -� ,` 1/2'GYPSUM Project Representation DN CL BOARD p Y SCREENED PORCH 1'-3' 2-0' N j I j EACH SDE CLIENT: I STONE 71LE 3 1 1 1 KITCHEN ° o Lewis Residence W I 3'CONCRETE SLAB a I I 9'-0'CLG K O g ;Q V 1BOARD 1500 Mason Drive z W/6'X6'WWM SEE DETAIL 9 "' ° Cutchogue, NY <-- GP WI 80111/8 FLR JST_ � �I I o @16'O.C.ABV. 6 MIL VAPOR BARRIER I I :Q DWG A.11 GREAT RM. I I LUQ SIDE 51 OPEN ABV. I I c 6) L J PLATE LL Contact:- 31_41 SEE DETAIL 7 _I I PROJECT DESIGNER: DWG Al 12 ( 12'-0' I - I GP WI 80117/8'FLR JST_ o O FLOOR Bradley Architect P.C. @16 O.C.ABV. N 110 North Park Avenue CIRCULATION ffUU � N Rockville Ctr.,NY 11570 VENTILATION AS � F GP WI 80111/8 FLR JST_ �? @16'O.C.ABV. a �? I I 3'-9' b R3033//MRC 1506 © 6X6 POST TO Fns BE OW SEE DETAIL-D I ' I ; DETAIL B - FIRE RATED WALL Contact:Denise Bradley 51 536-8585 N - - FND.6�BELOW ® o SEE -C DWG A.3 I I( - - - - I 4 NONE SCALE ;t, Z� (3)13/4'X 117/8'LVL BEAM N III 11 11 - . DWG A3 LOCA OF CEILING 6X6 POST TO 9 LOCA OF 11 (3)13/4 X 111/8 LVL BEAM W/(Z)1/2 STI_PLT. - POST ABV. PANTRY o Project Proposal FND.BELOW © o POST ABV. BATH G - - - - - - _ -_ I Ly 3'-0' 12'-4' x ....._, LOCA OF z? N� ® V 5/8'TYPE'X' POST ABV. 4X6 POST TO 'r GP WI 80117/8'FLR JST LU _ GYPSUM BOARD m a 4' 1-2X10 HDR Y i END.BELOW @16'O.C.ABV. cQ PLATE UNDER 0 3.6 18-0' I� 10-0' S-6 6-0 DN 2-2'X4'SILL w GP WI 80111/8'FLR JST 6X6 POST TOIL .Q s_ FLR JST. NEW CONSTRUCTION 12 BEAM BELOW GP WI 80117/8 FLR JST DN b z "' V 5/8'TYPE'X' 2112 STORY RESIDENCE N LDRY. -' @16 O.C.ABV. ff LOCA OF @16 O.C.ABV. 6X6 POST TO �, CL- MR GYPSUM BOARD CIRCULATKNI ff GP WI 80117/8' POST ABV. r FND.BELOW EACH SIDE VENTILATION AS _ FLR JST 9-a CLG%R PER NYSRC SEC. @16'O.G.ABV.- 6'-0' 6'-9 6'-0' b b I DN W 2'X4'WOOD R303.3/M1506 I ORCULATION ff I �„ STUDS @16 oc. Project Seal 12 13 I 12 12 VENTILATION AS '{HR FIRE RATED Z RATED DOOR- 9 6X6 POST TO r-6' 9'-0' 9'-0' I PER NYSRC SEC. GP WI 80117/8'FLR JST I 0 J S/8 TYPE X _ - - - - - - b CLO. PWD _ R303.3/M1506 SELF CLOSING I 3'-3' (3113/4'X 117/8'LVL BEAM N @16'O.C.ABV. I END.BELOW Q. GYPSUM BOARD('}['('�^ pf �' c SEED 3'-8� ` 10'-0' - - - - 41- 6X6 , 3'$ i I EACH SIDE 6X6 POST TO ; 6X6 POST TO W.I.C. M.BELOW , - GP WI 80111/8'FLR JST BEAM BELOW '1 I SEE DETAIL-E - 1 W FRE RATED 6 ( 5/8'TYPE'X' @16'O.C.ABV. I I DWG A3 - - WALLS E CEILING i .. (3)13/4 X 117/8 LVL BEAM - - _ _ V GYPSUM BOARD E ' . �' i EACH SIDE LILI 6X6 POST TO _ - --— - _ —- _ _ 6X6 POST TO I I "'(I ;Q ? A FND.BELOW Q BEAM BELOW m I _ 2-CAR 1X10 CLG JST ff LOCA OF a I FOYER ATTACHED GARAGE I J ,r 2'X4'SILL ` `� p ,�� POST ABV. I � 0 I I -1 PLATE @16'O.C.ABV. o FAMILY RMI DEN 4 0 Ziao i b 6'POURED I 10 _ -`- 9'-O'CLC%FI. I � � I OPEN ABV. efl `~ CONCRETE SLAB I x I � FLOOR `� N W/6'X6'WWM 6 MIL VAPOR BARRIER I I 2-2X10 HDR _I 0 BEAM g OW Ii I i DETAIL C - BEAM CONNECTION O FND.BELOW (3)13/4'X 117/8'LVL BEAM W/ 2 1'STI_PLT. WG A3 SEE AL-E (3)13/4'X 117/8'LVL BEAM W/ 2 f STI_PLT. ( I NONE SCALE 5'-9' 5'-9' - - - - - - - - - - - - - - - - - - - - �� -(3)13/4'X117/8'LVLBEAM - UP o - - - - (3)1314'X11718' 0112'BOLT GP WI 80111/8'FLR JST I 112'STL PLT. GP WI 80117/8'FLR JST _GP WI 80111/8'FLR JST 4'-0' 6Y6 POST TO LVL BEAM W1(2) @16'O.C.ABV. 6' @16'O.C.ABV. 6' FID.BELOW @16'O.C.ABV. 6X6 POST TO mn 18'-0' 13'-0' FND.BELOW �3 . 1-1X10 HDR 1-2X10 HDR 2-2X10 HDR g-a C,((x K 2-2X10 HDR Z-2X10 HDR Z-1X10 HDR 2X8 LEDGER BOARD WT1/2'LAG BOLT STAG.@32'O.G. 2X8 LEDGER BOARD W/1/2'LAG BOLT STAG.@32'O.C. � 4'-6' 0 4'-6' 0 4'-6' Z-1X10 HDR 1-1X HDR 1-2X10 HDR o 6'-6' 0 5'-0' 0 5'-0' O r-9 1 8-25-2021 BOARD OF TRUSTEES APP. _ - - - - 4'X 4'X 114' = N0. DATE DTSCRIPIiON .o 02 O� COVERED PORCH o� 0 OA az 0 a� 0 d+= �i '� STEELANGLE (2)1314•X11718• I S S U e ;T i i Mr,e vis,I O;n r STONE TLE ;g 3'-3' 6'-3' 6'-3' 3'-3' K a COVERED PORCH Zo Q STONE TILE I T CONCRETE SLAB `" 40 18'-6' N 19'-0' NN ® 23'-6' nN ab 3'CONCRETE SLAB LVL BEAM W/6'X6'WWM W/6'X6'WWM 6 MIL VAPOR BARRIER 1X8 LEDGER BOARD W/1/2'LAG BOLT STAG.@32'O.C. 6 ML VAPOR BARRIER I DRAWING TfII E' OCT _ g 2021 2_-2X10 ACQ BEAM 2-2X10 ACQ BEAM Q COVERED PORCH 4 (2)13f4"X 11718 "` 4X4 ACQ POST TO LVL BEN d 4X4 ACQ POST TO 2-2X12 ACQ BEAM � � S DETAIL FOUNDATION A.14 0`- - - SEE CONDETCRETE DAMN M) PROPOSED DN -1ST FLOOR o - - - - ° - CONSTRUCTION PLAN 9' 1'-6' 14'-6' T-9' 9' 51-9 r-6' 6_-0a 9' 1'-9' 19'-6' T-6' 9' V 18'-6' 19'-0' � - - - DRAWN BY CH 4X4 ACQ POST TO CONCRETE FOUNDATION DATE 3-23-2020 IST FLOOR CONSTRUCTION PLAN SEE DETAIL 6/DWG A11 0112'BOLT SCALE 1/4'=1'-0' SCALE: 114' = 1'-0' 204x4 Ae2 LEGEND Bradley NEW FOUNDATION c ltect P.C. SEE DETAILS 72'-F NEW LL WALL Architecture Planning 47-6' 23'-0' NEW INTERIOR & Design WALL ff PARTITION 30'-4' 19'-2' 4'-0' 15'-0' 4'-0' 110 North Park Avenue NEW WINDOW Rockville Centre,NY 11570 (2)13/4'X 91/1'LVL BEAM NEW DOOR Phone - (516) 536-8585 Fax - (516) 764-7507 H. .D. HARDWIRE SMOKE 6X6 POST TO FOUNDATION BELOWQ DETECTOR Denise M Bradley R.A. �- BALCONY u © CARBON MONOXIDE �� o' SEE DETAIL 8/DWG A11 BALCONY PROJECT TITLE 14'-5' 19'-01/2' 4'-01/2' 4'-01/2' 4'-011T 3'-111/7 6'-3' S'-3' 5'-3' ® ® ® DETAIL D - BEAM CONNECTION Proposed For NONE SCALE P (2)13/4'X 91/2'LVL BEAM 4 6X6 POST TO BEAM BELOW- 0112' (3)1314'X 11718' 19 BOLT LVL BEAM WI(2)I . PLT 112'STL _ _ Lewis Residence 2-2X10 HDR 2-2X10 HDR (2)13/4'X 117/8'LVL BEAM 2 X 10 CLG.JST. O W 6X6 POST TO FOUNDATION BELOW @16'O.C.ABV. o 2 X 10 CLG.JST. Q © g@16'O.C.ABV. " 1500 Mason Drive n , 22'-0' 4'X4'X 114' = LCL Cutchogue, NY STEEL ANGLE 2-0 (3)1314'X 11718' LVL BEAM WI(2) b BDRM 1 BDRM 2 �? M.BDRM. 112'sn PLT. Project Representation 2 X 10 CLG.JST. 2 X 10 CLG.JST. I (3)13!4'X 117!8' Z� LVL BEAM WI(2) @16'O.C.ABV. @16'O.C.ABV. OPEN BELOWzN 112'STL PLT. C'MNT' Lewis Residence 1500 Mason Drive Cutchogue, NY 2'-8' 610' V-9 31-F 3'-6' 21-7' it, 7-3' x o. 2 X 10 CLG.JST. Q (516) t-- ( Contact:- 14 14 15 15 c @16'O.C.ABV. � @) W v v � M' - PROJECT DESIGNER: 2 X 10 CLG.JST. 6-5' 6-5' 41-6' 4'-6' zr @16'O.C.ABV. N Bradley Architect P.C. 110 North Park Avenue - - - - 4' - - - - - - - - - - - - - -�„ - 3'-0' 0117 4'X4'X 114' Rockville Ctr.,NY 11570 CLOS. CLOS. CLOS. CLOS. BOLT STEEL ANGLE 6X6 POST TO -- 12 12 BEAM BELOW 6X6 POST TO 11 "' (516)536-8585 Contact:Denise Bradley 4X6 POST TO LN. Ln. zoBEAM BELOW fie DETAIL E - BEAM CONNECTION BEAM BELOW CRCULATION 1 � 15 15 _ 9 NONE SCALE VENTILATION AS BATH 1 T-4' 1'-7' 41-10' 4'-9' 16'-0' - `T � � � 0 Project Proposal PER NYSRC SEC. O o 2 X 10 CLG.JST. 127-4 R303.3/M1506 n a• I W.I.C. 18 "' ( ) a 2 X 10 CLG.JST. 0112 3 1314"X 11718' N @16'O.C.ABV. 4 2 X 10 CLG.JST. f<� 4 I 14 BOLT LVL BEAM WI(2) >I @16 O.C.ABY. 6, 16 �- - - - - - I 112'STL PLT. @16 O.C.ABV. 6X6 POST TO 18'-0' 5'-0' V-10' 31-6' 4 4'-8' mn BEAM BELOW b b LDRY. CIRCULATION& LU .o. - N VENTILATION As I I I I NEW CONSTRUCTION 11-5' - 12 I g-a� �' � T R 3s�C1SEC. Q 21/2 STORY RESIDENCE N 6X6 POST TO r - - - - - Y N uJi UP 11-2 14 b i FND.BELOW a� I W.I.C. 18Oh I �- 12 4-9 10-0' L �4 \ CIRCULATION I � �' � L — — — — — — — — N N I s�EEi�x v4' -- Project Seal ANGLE PER NYSRC. C. o BATH 2 `V DN I (2)1314'X 11718' PER NYSRC SEC. � .._. R303.3/M1506BDRM 3 I LVL BEAM } m 2 X 10 CLG.JST. I —�, (2)1314'X 11718' 2 2X10 H R T, - - 4 o - - @1 ' � y � � I �:• _ I LVL BEAM ��C� �7T- 6X6 � 6X6 POST TOM.BATH 6 O• I BEAM BELOW I OPEN BELOW 13 2 X 10 CLG.JST. 4 2 X 10 CLG.JST. b - @16'O.C.ABV. ��� Q,?per?^ Q 4' "' @16'O.C.ABV. N q -0' Q CIRCULATION I � n, t N I N 3'-6' 14._2. M PERNYSRSEC. - - - - - - - o� NFA o to -' L - - - -- -- -- -- - - ZP I R303.3/M1506 I I 2-2X10 HDR 2-2X10 HDR - 10-HDR I 0112' 4'X4'X 114' --- I BOLT STEEL ANGLE 16 DETAIL F - BEAM CONNECTION NONE SCALE 2 X 10 CLG.JST. Q I S4 I Q 0112' (3)1314'X 11718' - - - - -- - - @16'O.C.ABV. - - J BOLT I LVL BEAM - W 2-2X10 HDR 2-2X10 HDR 2-2X10 HDR } J 1 8-25-2021 BOARD OF TRUSTEES APP. LLU N0. DATE DESCRIPTION 5'-9' S'-9' 7'-8' Y-8' T-2' 3'-3' 6'-3' 6'-3' 3'-3' T-2' 3'-8' T-8' L 4747114' 1- i s s u e SSR.ANGLE - .-.._ __r e.v..i s -,-. BALCONY (3)13/4'X 11718' LVL BEAM DRAWING TITLE 11'-6 18'-6' 19'-0' 181-6 6'-0' I (3)1314'X 11718' b ObCT - 88 2021 t LVL BEAM r ROP PO 731-6' 2ND FLOOR____ CONSTRUCTION PLAN 2ND FLOOR CONSTRUCTION PLANw DRAWNBY CH DATE 3-23-2020 SCALE 114'=1'-0' A3 0112' 4'X4'X 114' 2044 • Bradley Architect P.C. Architecture Planning & Design 110 North Park Avenue Rockville Centre, NY 11570 Phone- (516) 536-8585 Fax - (516) 764-7507 Denise M Bradley R.A. PROW= Proposed For Lewis Residence F-0" RIDGE BOARD# 12 1500 Mason Drive 110 Cutchogue, NY 12 — — 10(� _ — _ _ - - 12 Project Representation — — 110 — — — - ----- - — — CLIENT: - -- - - ----- — - ---- GAF 40 YR ARCH.ASPHALT Lewis Residence o0le --- SHINGLE ROOF 1500 Mason Drive _- Cutchogue, NY (516) - -- — --= Contact: - --- - — — — — J I — — PR JECT DESIGNER: Bradley Architect P.C. 110 North Park Avenue AZEK Rockville Ctr.,NY 11570 144- WIND W HEAR CASING (516)536-8585 TY OF ALL CAS1hG Contact:Denise Bradley 6'CORNER 1 BOARD TYP.OF ALL Project Proposal 12 EXPOSURE — -'LT I — — PERFECTION CEDAR SHINGLE 17-6"00 2ND FLR. mmmmmm� - _ - NEW CONSTRUCTION _- 2112 STORY RESIDENCE COL E 6'CORNER BOARD RF ALL Project Seal TYP.© RAILING @40' AO OO1, AQ OA - AO AQ OA ® TYP.OF ALL EXPOSURE 1Q PERFECTION CEDAR SHINGLE 7-6" 1 ST FLR. 16.00' 0'-0" GRADE 13.50' ' ~ --- I I I OF ►vv ' I I I I I I ---:-C OR.-14.43 . I I I I I I I I— T- - - - - - - - - - - - - - - - - - - - - - - - i i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1- -J I j I I I I I I I I I I r -J - - - - -1 - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I PROPOSED FRONT / NORTH ELEVATION SCALE: 114' = 1'-0' 1 8-25-2021 BOARD OF TRUSTEES APP. NO. DATE DESCRIMON issue revision 1 OCT - 8 2021 DRAWING TITLE PROPOSED FRONT (N.) ELEVATION DRAWN BY CH DATE 3-23-2020 SCALE 1/4'=1'-0' PROW N0. 2044 A*4 DWG.N0. C.D. Bradley Architect P.C. Architecture Planning & Design 110 North Park Avenue Rockville Centre, NY 11570 Phone - (516) 536-8585 Fax - (516) 764-7507 Denise M Bradley R.A. PROJECT TITLE Proposed For Lewis Residence 35-0" — — — — — — — — ------ - =_--=-_-= =— Bradley 35-0"_ RIDGE BOARD_ Architect P.C. - 12 Architecture Planning & Design 110 North Park Avenue Rockville Centre, NY 11570 Phone - (516) 536-8585 12 _ �.— - Fax - (516) 764-7507 - --- - - - - -- - -- — - -- — Denise M Bradley R.A. - - -- --- -- —-- -- PROEC17TITLE - - 21'-6" TOP.� . Proposed For ® 111111111111 IN Lewis Residence 12 3- 1500 Mason Drive " - 2ND FLR Cutchogue, NY Project Representation r�RE © © © © Lewis00 Mason Drive utchope, NY 1 E © 7.6" 1ST FLR. 16.00' ontact:- - - ESIGNER: radley Architect P.C. 0'-0"_ GRADE_ 13.50' 110 North Park Avenue Rockville Ctr.,NY 11570 C.O.R..14.43 (516)536-8585 PROPOSED LEFT/WEST ELEVATION Contact:Denise Bradley SCALE: 114' = T-0' Project Proposal 35-0"_ RIDGE BOARD_- NEW CONSTRUCTION 21/2 STORY RESIDENCE 12 - - ---- 1f—_ Project Seal 110 c ^ ---- - - 21'-6" T.O.P. `'`Y 0 3 12 17-6" 2ND FLR -- e OCT — 8 2021 1 8-25-2021 BOARD OF TRUSTEES APP. N0. DATE DESCRIPTION -- issue revision DRAWING TITLE ® © QE My 1ST FLR. 16.00' PROPOSED — — — — — - — — — — -� LEFT/WEST a RIGHT/EAST 10 0'-0' GRADE 13.50' ELEVATIONS �_ C.O.R.-MAT DRAWN BY CH PROPOSED RIGHT/ EAST ELEVATION DATE 3-23-2020 SCALE 1/4'=1'-0' SCALE: 414' = 1'-0' PROIE.crxo. 2044 ' DWG.N0. G.D. SHINGLE RIDGEVENT Bradley RIDGE CAP EXHAUSTAIR SHINGLES 1 112'TO3140 Architect P.C. FELT PLYWOOD / o PAPER \ SHEATHINGCC) Architecture Planning N & Design BALCONY r R 110 North Park Avenue RIDGE \ -AIR Rockville Centre, NY 11570 — — — — — — — — — BOARD Phone - (516) 536-8585 Fax - (516) 764-7507 TYPICAL RIDGE VENT DETAIL Denise M Bradley R.A. _ 1X888 _ 1X888. @16'O.C. @16'O.C. I 36'ROLL ROOFING AT LEAST 55 LB OR PROJECT R E _ 1116'SHEET NEOPRENE EACH STRIP TO EXTEND _ , _ _ _ �� 0 j0 I WOOD CENTEROFVALLEY BEYONDAT LEAST 12' Proposed For 2X888 2X888 ti �ti � o O 'P DECK @16 O.C. F16 O.C. 1 N 9y� j 0 � I Lewis Residence F iU G � Q IL IN UNDERLAYMENT ° ° END OOFEXTRA NSTR P ® x r O: .. e o ( e 1500 Mason Drive ZO 2 X 14 RIDGE BOARD _ 2 X 8 R.R _ I Cutchogue, NY `V @16'O.C. I Pro Z X 12 R Rject Representation ZO _ 2 X 14 RIDGE BOARD W/VENT �� � o � p N F TYPICAL VALLEY DETAIL ewis Residence 00 Mason Drive _ 2 X 14 RIDGE BOARD W/VENT . 2X61 CR _ �q!!F I 5'EXPOSURE (Cutcchogue, NY _ 516) 2X12R.R _ '` - � '` Contact:- e16'O.C. NAILING I I PROJECT DESIGNER: Bradley Architect Architect P.C. 02 5 VT . 110 North Park Avenue �� N o_ I Rockville Ctr.,NY 11570 ® (516)536-8585 Contact Denise Bradt ey N� N � -S _o ' T ZO Project Proposal NEW CONSTRUCTION TYPICALIIIPROOF RIDGEDETAIL 2112 STORY RESIDENCE q! ti 2X6R.R zo @16'O.C. I RIDGE BOARD Project Seal Jv � -�l�� 9!!F� I I COMMON RAFTER ti 2X6R.R 2X6R.R j. �ti, 2X6RR 2X6R.R HIPRAFTER - - - - , I ^� @I6 O.C. x @16'O.C. X16'O.C. x @16'0.(, I I r 2X8x — — — — — — — R. 2X588 _ a f rr � X16'O.C. X16'O.C. ------------ �-- - - - - - - - - - - -� - - - - - - - - - - - - - J N Q� I I o I — — — — — — — — — d o HIP JACK l— DOUBLE PLATE TYPICAL HIP ROOF FRAMIr1G DETAIL BALCONY PANEL CLIPS,T AND G PANEL SHEATHING EDGES,OR BLOCKINK INSTALL WITH LONG UNDERNEATH IF DIMENSION ACROSS REQUIRED SUPPORTS.STAGGER VERTICAL JOINTS. SOLID CAP SPACE NAILS 12-0'C., 6' O.C.AT NDS 18-25-2021 BOARD OF TRUSTEES APP. PROPOSED ROOF FRAMiNG PLAN BACKER ROD ROOFING d , N0. DATE DESCRIPTION SCALE: = 1'-0' O FELT ;s > • &SEALANT CONCRETE =''` issue revision ANCHOR CROWN ALUMINUM ROOFING-ASPHALT SHINGLES FLASHING � ;:'�� =� '" F STEP �HING ROOFING SHALL BE INSTALLED FOR USE IN A 130 MPH WiND ZONE t F ROOF FRAMING DRAWINGTTTLE ROOFING SHALL BE INSTALLED iN ACCORDANCE WITH 2015 IRC VENT RUE VENT THA218 1 PERFORMANCE&SPECIFICATIONS TO MEET COMPLIANCE W TH 2045 IRC LINERSHINGLES OR PLYWOOD POOL POj _ 1� - I 8905.1.4,R905.2.4.4,R905159 TABLE 8905.2.4.1-CLASS.OF ROOF SHINGLE H2.5 SHAKES ON ROOFING SHEATHING PRS MTS12 FOLLOW ROOFING ROOFING- ICE BARRIER&FLASHING AIRSPACE �i H1 RECOMMENDATIONS LEAVE 1/r DSAND EDGES ROO 'FRAMING PLA_ N U FOR ROOFING FELTS PROTECT EDGES UNLESS OTHERWISE -.-AS PER R905.2.7-iCE BARRIERS SHALL COMPLY WiTH SEC:R905.4.2 OF EXPOSURE RECOMMENDED BY THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN TWO LAYERS OF BRICK BRICK 1&2 PANELS AGAINST MANUFACTURER —— UNDERLAYMENT CEMENTED TOGETHER AND SHALL EXTEND NOT LESS UJ EXPOSURE TO WEATHER — — — THAN 24'INSIDE THE EXTERIOR WALL LINE OF THE BUILDING OR USE EXTERIOR ROOF SHEATHING SHOULD PIECE CRICKET PANEL STARTER STRIPS BE COVERED AS SOON AS DRAWN BY CH WITH LOCKED AND FLASHING TO COMPLY WiTH 2015 IRC R905.4.6 AND THE STANDARDS iN /, POSSIBLE Wl ROOFING FELT SOLDERED SEAM TABLE R905.10.3(1 THE VALLEY FLASHING SHALL EXTEND NOT LESS THAN TRUSS AND RAFTER CONNECTIONS FOR EXTRA PROTECTION DATE 3-23-2020 C1iIIV11VEY FLASHING WITH CRICKET 3/4' FROM THE CENTERLINE AND SHALL HAVE A SPLASH DiVERTER RiB N.L.T. TYPICAL MM CAP DETAIL TO WOOD TOP PLATE TYPICAL PLYWOOD ROOF INSTALLATION DETAIL AGAINST G INREEXC SS TO SCALE 414'=T-O' 3/4'iN HEIGHT AT THE FLOW LiNE FORM AS PART OF THE FLASHING ROOFING APPLICATION A*7 PROJECT NO. 2044 DWG.NO. C.D. - E BradleyMAS0N DRIY E Architect P.C. ( 50 WID TYPICAL DRYWELL DETAIL PAVEMENT Architecture Planning EDGE °F COVER DRYWELL & Design 150.681 PRE-FAB 110 North Park Avenue �N72T 24 30 - Rockville Centre,NY 11570 Phone - (516) 536-8585 ® ® ® ®.. -. FILTER Fax - (516) 764-7507 �_ -• - o o ® ® ® o ® ® ® ® ® ® FABRIC o _ ® ® ® ® ® GRAVEL Denise M Bradley R.A. 0'X8'(D)CONCRETE o o ® ® ® ® ® o FILL 01 DRY LEACHI(IGPOOIMIN. —� 0O o ® ® ® ® - T FILTER FROM LEACHING POOL 20 KN -�0= o ® ® ® FILL PROJECT TITLE LEACHING POOL �, �' y _^•.�•.�••� O � � ® ® ® - �-� FILTER _T o r� � FABRIC Proposed osed For ® ® ® /\/\\/\ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ /\\/\ SAND OR I DRIVEWAY 0 6'SDR PIPE .� ��� \ CRUSHED W/1IFSLOPE •♦ 010 9(D)CONCRETE i, i\\i\\i\\ i\\ice\ice\ice\ice\ice\ice\i��\\i\\i\\i\\i\\i\\ice\i \ice\ice\i STONE ^/ DRY WELL 10-0'MIN. 3'-0" 0 9'-4" 3'-0" F—L� ••� •'� FROM FOUNDATION _J MIN SECTION Lewis Residence ul PLANTER _ COVERED PORCH/ T 10'ATER \� I ! W1 f, , _ TYPICAL DRYWELL DETAIL I � I 1iSTORYi I 1 STORY I ftl �.•���� :� � � SCALE: N.T.S. IJI iiiii Ir . 20.0' 1500 Mason Drive \+-" �' WI 1 STORY I 0 8'SDR PIPE � COVER DRYWELL Cutchogue, NY WI II'SLOPE PRE-FAB 08'SDR PIPE I W1 10 SLOPE W o I PROPOSED F-'♦ ,n 0I0x6(D) -\ 2112 STORY a '° Project Representation DRYWEL1V-VMIN.—� 125' RESIDENCE I o o ® ® ® ® ® ® ® o FILTER UA FROM FOUNDATION t ® ® ® ® ® ® FABRIC CLIENT: 57.5' w a _ � o 0 0 � � ® ® ® ® ® � FILL uVEI a M I � 9 Lewis00 Mason Drive lrl_ o0 0 Ic 0 ® ® ® ® ® FILL TFILTER Cutchope, NY o � I 0s'SDRPIPE o ® ® ® ® Cont N WI118'SLOPE L I I ® ® ® FILTER Contact:- W L I c� FABRIC Ll LLLLLLLL'w EBO ••� L L L L L L L L L C/� SAND OR PROJECT DESIGNER GAZ 31.5' BALCONY ABV. !///�//�// //i�/i�/i�/ice/iy/ice/ice/ice/ice/i�/ice/i�/i�/i�/i� i�/ice//� CRUSHED COVERED PORCH ABV L L L L PAT10 L L ��\��\��\ , ��\��\��\��\��\��\��\��\��\�\\�\\��\��\��\��\� \i�\��\i Bradley Architect P.C. L L L L L L LLL 3'-0" 0 9'-4" 3'-0" STONE 110 North Park Avenue _LL -LLLLLLLLLI loLLLLLLLLLL LLLLLLLLLL (516)536-85 52.5' LLLLLLLLLL LLLLLLLLLL SECTION Rockvi ,NY 1I$70 85 1111111111 1 TYPICAL DRYWELL DETAIL Contact.Denise Bradley 0 r— SCALE: N.T.S.o I Project Proposal C� , I NOTE: _ --- DOME TOP MAY BE SUBSTITUTED IF GROUND z --- ----'- r-- - WATER ELEVATION PERMITS. -- ---- NEW CONSTRUCTION NOTE. 2112 STORY RESIDENCE - NON-DISTURBANCE 1. ALL DRYWELLS AND CATCH BASINS SHALL BE PRECAST, BUFFERWITH PRECAST OPENINGS FOR DRAINAGE PIPE SHALL CONFORM TO NASSAU COUNTY STANDAR�S. 2. EXISTING DRYWELLS SHALL BE CLEANED. Project Seal ZONE AREA I W 3. NO SPEED BUMPS ARE PERMITTED. (EL.6') �- 4. ALL LAWN AND PAVEMENT DRYWELLS SHALL BE WOOD BULKHEAD - - __ INTERCONNECTED AND SHALL NOT POND MORE - - , THAN 61 BEFORE OVERFLOWING TO THE STREET. o 3.57 ;,��-�,,^� ——— W S 74 09 00 W � . In , �- MEAN HIGH WATER , - M BROADWATERS AS OF JULY 27,2011 t ~' PER.PECONIC SURVEYORS COVE BUILDING ZONE ORDINANCE f --d.f- �� C13 CUTCHOGUE,TOWN OF SOUTHOLD %t� SUFFOLK COUNTY, NEW YORK SUBJECT PROPERTY `0 �1v 8.42* R-40 - 1500 MASON DRIVE TAX MAP - 1000-104.00-07.00 // C, 3 RUNOFF CALCULATIONS BASED ON DESIGN CRITERIA 3"PER HOUR REQUIRED VOLUME / TYPE RAIN FALL AREA RUN OF REQUIRED / / HR / FT FACTOR C. FT / HR ROOF 2"112" 5,087 sq.ft. 1.00 848 c.ft. 1 8-25-2021 BOARD OF TRUSTEES APP. NO. DATE DESCRIPTION PERVIOUS AREA 2"112" 24,413 sq.ft. 0.17 692 c.ft. i o issue revision TOTAL: 11540 c.ft. CI DRAWING TITLE _.. ... !, 0 PLOT PLAN DRYWELLPROVIDED OCT - 8 2021 SCALE: 1/16' = T-o' D.W.N0. DRYWELL& UANTITY PROVIDED kE-PLAN - 1 (5)'X 8'X 3.14 628 c.ft. 1 (5)'X 8'X 3.14 628 c.ft. DRAWN BY CH DATE 3-23-2020 wooD�ATmG 1 (5)Z X 6'X 3.14 471 C.ft. SCALE va,l TOTAL: 1,727 c.ft. PROMNO. 2014 STs DWG.N0. C.D. Glenn! smith, President Town Hall Annex A.Nicholas�,rupski, Vice President 54375 Route 25 John M. Bredemeyer III P.O. Box 1179 ZE Michael J. Domino Southold,NY 11971 Greg Williams Telephone(631)765-1892 . > Fax(631)765-6641 BOARDSS TOWN OF SOUTHOLD Date/Time Il' Completed in field by: iv Denise Bradley, RA on behalf of L78, LLC, c/o JONATHAN LEWIS requests a Wetland Permit to demolish existing single-story bungalow and construct a new two and one-half story dwelling with a basement (±6,675sq.ft.) that includes a 345sq.ft. front entrance, a 138sq.ft. balcony off master suite, and a 333sq.ft. second balcony off guest suite; install 660sq.ft. of proposed patios and walkway at the rear and side of the proposed dwelling; a proposed 8'x8' hot tub; a proposed 10'x11' outdoor shower enclosure that includes a 6'x10' shower and a 5'x10' changing area connected to a drywell, and the shower is open below and above; a 17'x17' octagonal shaped gazebo; and to abandon existing sanitary system and install a new I/A onsite wastewater system. Located: 1500 Mason Drive, Cutchogue. SCTM# 1000-104-7-9.1 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: .. ... ...._ 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: *�A . Cr , CONFCrA WOA_� have read & acknowledged the foregoing Trustees comments: Agent/Owner_. Present were: ✓ J. Bredemeyer ✓M. Domino G. Goldsmith L-�N. Krupski ✓G. Williams Other GENERAL NOTES ALL PROJECT NOTES AND DETAILS SUPERCEDED BY NEW YORK STATE RESIDENTIAL CODE 2020 v E EPV 13.76 BUILDING ZONE ORDINANCE BradleyXSONRI CUTCHOGUE TOWN OF SO UTHOLD*43.94 1.THE DRAWINGS AND NOTES ARE INTENDED TO BE COMPIDTE:.SHOULD ANYTHING 32 SEAMLESS ALUMINUM LEADERS I GUTTERS WITH WHITE BAKED ENAMEL FINISH fj/) Architect P.0 • BE OMITTED FROM THE DRAWINGS,NECESSARY TO THE PROPER CONSTRUCTION TO MATCH EXISTING. vu 50' WIDE ) SUFFOLK COUNTY, NEW YORK OF THE WORK HEREIN DESCRIBED,IT SHALL BE THE DUTY OF THE CONTRACTOR MANUFACTURED ANDERSEN IN SIZES AS SHOWN *14.38 EPV 13.52 33.THE NEW WINDOWS SHALL BE MANUFA TUR BY TO NOTIFY BRADLEY ARCHITECT P.C_THE BUILDER SHALL VISIT THE SITE I INFORM WINDOWS SHALL BE SUPPLED WITH HIGH PERFORMANCE GLAZING,REMOVABLE EPV 14.50 *14.49 EPV 13.87 SUBJECT PROPERTY Architecture Planning BRADLEY ARCHITECT P.C.OF ANY DISCREPANCIES OR FIELD CONDITIONS THAT MAY SNAP IN MULLIONS t MANUFACTURER PROVIDED SCREENS.PROVIDE EXTENSION JAMB O F P A V E M E h T INTERFERE WITH THE TOTAL COMPLETION OF ALL WORK INCLUDED WITHIN THE AS REQUIRED.THE EXTERIOR COLOR SHALL BE WHITE.WINDOWS TO CONFORM TO O°' *44.89 EDGE R-4O - 1500 MASON DRIVE & Design CONTRACT AND VERIFY ALL CONDITIONS PRIOR TO THE START OF CONSTRUCTION. RES.CODE OF NYS. *h. EPV 13.99 , n 150.68' _ *%03 TAX MAP - 1000-104.00-07.00 110 North Park Avenue 2.ALL MATERIALS,ASSEMBLES,CONSTRUCTON AND EQUIPMENT SHALL CONFORM 34.THE NEW INTERIOR DOORS SHALL BE FOUR PANEL 13/4 THICK POPLAR DOORS EPV 14.45 24 30 E _ _ TO THE REGULATIONS OF THE STATE OF THE RESIDENTIAL CODE OF NEW YORK IN SIZES AS INDICATED. J�� N 7 2 -- - --_ MON. SUBJECT PROPERTY REQUIRED PROVIDED Rockville Centre, NY 11570 STATE APPLICABLE TO ONE AND TWO FAMILY DWELLINGS AND THE RULES AND 35.ALL INTERIOR WINDOW,DOOR CASINGS AND BASEBOARD SHALL MATCH EXISTING Phone - (516) 536-8585 REGULATIONS OF THE MUNICIPAL AUTHORITIES. IN SIZES,STYLES,ETC.ALL TRIM TO BE POPLAR-PAINT GRADE: 3.THE ARCHITECT IS NOT RETAINED FOR SITE INSPECTION AND OR OBSERVATION ALL WALLS AND CEILINGS SHALL BE FINISHED WITH 1/2'GYPSUM WALLBOARD. N .- . - LOT SIZE 40,000 SF 29,500.11 SF Fax - (516)764-7507 OF THE CONSTRUCTION. THESE DRAWINGS 8:SPECIFICATIONS ARE INSTRUMENTS USE WATERPROOF TYPE IN AREAS OF MOISTURE,TAPE AND SPACLE(3)COATS. c FRE • OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. WALLS WHERE INDICATED SHALL RECEIVE CERAMIC TILE SET IN THIN SET OVER W # W AR LOT WIDTH 150' 150.68' 4.Do NOT SCALE THE DRAWINGS,WRITTEN DIMENSIONS SUPERCEDE SCALED v2'CEMENT BOARD. Denise M Bradley R.A. DIMENSIONS. 37.NEW SUB-FLOORS THROUGHOUT TO BE 3/4'TONGUE AND GROOVE GLUED AND I LOT DEPTH 175' 225.73' 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING JOB CONDITIONS.ANY SCREWED PLYWOOD.FINISHED FLOORS SHALL BE AS NOTED.CERAMIC TILE SET DISCREPANCIES SHALL BE BROUGHT TO THE:ATTENTION OF THE ARCHITECT PRIOR IN 11/4'MUD JOB.SPACES AS CALLED FOR SHALL RECEIVE 3/4'X 21/4'SELECTo LOT AREA OCCUPIED 20.0% 182% PROJECT TITLE TO PROCEEDING WITH THE WORK WHITE OAK SET IN DIRECTIONS AS INDICATED.STAIN COLOR TO BE DETERMINED. *1430 o v, `'' 6.ALL FOOTINGS SHALL REST ON UNDISTURBED SOL HAVING A MINIMUM BEARING SAND I FINISH WITH THREE GOATS OF POLYURETHANE SATIN FINISH.SAND,STAIN o 6; �Py FRONT YARD SETBACK 50.0' 50.0' VAL L E OF 3,000 LBS.PER SQUARE FOOT.CHANGES IN FOOTING LEVEL SHALL BE AND RERNISH. STEPPED AS REQUIRED. THE ANGLE OF THE:STEP SHALL NOT BE MORE THAN 300 38.ALL PLUMBING WORK TO BE IN ACCORDANCE WITH STATE AND LOCAL CODES. W TO THE HORIZONTAL, ALL EXTERIOR FOOTINGS AND FOUNDATION SYSTEMS SHALL I FRONT YARD SETBACK 50.0' 57.5' Proposed For 39.ALL PLUMBING FIXTURES SHALL BE 1NDMDUALLY TRAPPED AND VENTED AS EXTEND BELOW THE FROST LINE, ALL EXTERIOR FOOTINGS SHALL BE PLACED AT REQUIRED BY NYS CODE. DRIVEWAY , LEAST 36'BELOW THE UNDISTURBED GROUN'). THE SOIL BEARING CAPACITY IS TO I W SIDE YARD 15 20,0 BE VERIFIED IN THE FELD BY THE GENERAL CONTRACTOR.THE CONTRACTOR IS TO 40.THE HEATING SYSTEM SHALL CONFORM TO THE REQUIREMENTS OF SECTION U_ NOTIFY THE ARCHITECT OF SUBSTANDARD S01L BEARING CONDITIONS.. 781511 OF THE NYS CODE.MODIFY THE EXISTING SYSTEM AS REQUIRED TOW REAR YARD 50' 56.5' 7.FOOTINGS AND FOUNDATION WALLS SHALL BE PLAIN STONE CONCRETE 3,000 PSI ACCOMMODATE ANY NEW CONDITIONED ROOMS. _ C1 Lewis Resi dence MINIMUM AT 28 DAYS UNLESS OTHERWISE SPECIFIED ON THE PLANS. 41.THE BATH CABINETRY I COUNTERTOPS SHALL BE SUPPLED BY THE OWNERS I PLANTER COVERED PORCH z ROOF HEIGHT 35.0' 35.0' 8.ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM TO ASTM A36 WITH 22,000 INSTALLED BY THE CONTRACTOR.ALL FINAL PLUMBING,ELECTRICAL I APPLIANCE _� 1 0 0 PSI THE DESIGN,FABRICATION AND ERECTION,OF ALL STRUCTURAL STEEL SHALL BE HOOK-UPS SHALL BE THE RESPONSIBILITY of THE G.C. I 1312* ^ GA23.51 RAGE 19.0' 18.5' 13� _ Building Lot Area : 29,500.11 s.f. IN ACCORDANCE WITH THE LATEST FOLT10n OF THE ALsc SPECIFICATIONS. PAINT All 42 ALL CLOSETS TO RECEIVE 12'DEEP X 3/4'BIRCH VENEER PLYWOOD SHELVES I # d 1 STORY co � ( 0.68 ac. ) STEEL WITH ONE SHOP COAT OF RUST INHIEITIVE PAINT t FELD TOUCH UP EXCEPT HANGER RODS.ALL BIRCH VENEER PLYWOOD SHALL BE EDGED WITH 1'X2'POPLAR. "' "` 1 STORY u Cn 1500 Mason Drive FOR AREAS TO BE WELDED. COLOR TO BE:GREY UNLESS OTHERWISE DIRECTED BY ALL EXPOSED SURFACES SHALL RECEIVE ONE COAT OF PRIMER AND TWO COATS �� 11.5' 20.0' �r Main Structure : 4,412 s.f.. 15.0% THE ARCHITECT. �.�� DRIVEWAY 00 CUtchO e NY PAINT. W 1 STORY + 9.THE STRUCTURAL FRAMING IS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS 43.PAINTING SHALL BE UNDER SEPARATE CONTRACT BY THE OWNERS. G.C.SHALL Q Patio ( uncovered ) : 660 s.f. 2.2% OF THE NATIONAL FOREST PRODUCTS ASSOCIATION.UNLESS OTHERWISE NOTED ALL FILLY COORDINATE WITH THE PAINTING CONTRACTOR. FRAMING LUMBER TO BE DOUGLAS FIR OR ANY SPECIES HAVING A FB--875 PSI MINIMUM 44_ROOFING SHALL CONSIST OF THE FOLLOWING:SLATE ROOF SHINGLES,#30 W I Accessory Structures : 308 S.f.. - 1.0% IN BENDING. ROOFING FELT,3/4 PLYWOOD ROOF SHEATHING, AIRSPACE BETWEEN UNDER- 0 I PROPOSED O 10.STRUCTURAL MEMBERS ARE DESIGNED T'0 RESIST THE FOLLOWING LOADS SIDE OF PLYWOOD I TOP OF INSULATION,ROOF RAFTERS AND 1/2'GYPSUM BOARD 2112 STORY Total Lot Occupied : 5,380 s.f. - 18.2/o Project Representation -FLOOR LOADS(EXCEPT BEDROOMS)I-L 40 PSF+DL 15 PSF=55 PSF FINISH IN CATHEDRAL AREAS.INSTALL GAF WEATHER WATCH ICE I WATER BARRIER o RESIDENCE -ROOF LOADS(GROUND SNOW LOAD)LL 45 PSF+DL 10 PSF=55 PSF AT ALL EAVES AND VALLEYS.PROPERLY FLASH AT ALL RIDGES VALLEYS,ROOF 57 5, _ UNDER GRC�D W F�C �, -FLOOR LOADS(BEDROOMS ONLY)LL 30 PSF+OL 10 PSF--40 PSF w PENETRATIONS AND AT ALL HORIZONTAL TRIMS.INSTALL HIGH�IJAI-1T1'SEAMLESS, -FLOOR LOADS(STONE FLOORS)LL'IO PSF+DL 35 PSF=15 PSF HEAVY GAUGE GUTTERS t DOWN SPOUTS IN SIZE I CONFIGURATION FOR THE ROOF a INTO Cx_ _ PROPANE - Lewis Residence 11.ALL FRAMING SHALL BE WESTERN PLATFORM TYPE WITH ALL MEMBERS PROPERLY Fa(ISTINGSl16SURFACE DRAINAGE SYSTEM WHAREA PITCH,EAVE DETAIL AND WATER ERE APPLICABLE PROVIDE S.DOWN SPOUTS SHALLSPELAS ~= I o DRAWING LIST c'a�hoguen Drive BRACED,PLUMB,AND LEVELED TO FORM A RIGID STRUCTURE AND TO INSURE EVEN � 1 00 SETTLEMENT AND SHRINKAGE THROUGHOUT. DOUBLE JOISTS UNDER PARTITIONS BLOCKS AT ALL LOCATIONS WHERE DOWN SPOUTS EXIT TO GRADE SURFACES o CV 9.83' 4=> (516) RUNNING PARALLEL TO JOISTS AND UNDER BATH FIXTURES RUNNING PARALLEL TO 45.THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER N 31.5' 9.0'-1 325 cV A-0 COVER PAGE Contact:- JOISTS. THE DIRECTION OF THE UNDERSIGNED AND TO THE BEST OF THE UNDERSIGNED'S o 0 1 STORY �-- KNOWLFOGE,INFORMATION AND BELIEF MFT THE REQUIREMENTS OF THE NEW O w GAZEBO L _L L L L L L L "' 170 A-1 PROPOSED FOUNDATION CONSTRUCTION PLAN PROJECT DESIGNER: 12 ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS YORK STATE ENERGY CONSERVATION CODE: L l L-L L L L L L L \o AND ALL OTHER REQUIREMENTS OF APPLICABLE U.S.COMMERCIAL STANDARDS FOR L COVERED PORCH ABV , L L L L PATIO_L L \o Bradley Architect P.C. THE TYPE,GRADE,I SPECES OF PLYWOOD AND BE SO IDENTIFIED BY AN APPROVED 46.INSTALL METAL SILL I TERMITE SHIELD AT NEW FOUNDATION.INSTALL ADDI- I L s� h1`L L L L L L L BALCONY ABV. TESTING AGENCY. TIONAL TERMITE SHIELD AT EXISTING FOUNDATION WHERE NEEDED. L L L L L -15.0'-L L L L L L L L L L L L A-2 PROPOSED 1ST FLOOR CONSTRUCTION PLAN 110 North Park Avenue 13.GLASS IN DOORS,EXITS,SHOWERS,AND 13ATH TUB ENCLOSURES SHALL BE SO 1 Rockville Ctr.,NY 11570 47.ANY EXISTING FENCING,TREES,SH8IRBS,LANDSCAPING DAMAGED�Y GC AND GC L L L L L L L L.L L L L L L L L L L L L o 29.5' SIZED,TREATED,CONSTRUCTED OR COMBINED WITH OTHER MATERIALS SO AS TO SUBCONTRACTOR WILL BE REPLACED BY CONTRACTOR. 52.5' L L L L L L L L 48.7_ L L L L L L L L L L HOT TUB A-3 PROPOSED 2ND FLOOR CONSTRUCTION PLAN (516)536-8585 EFFECTIVELY MIME THE POSSIBILITY OF INJURY TO PERSONS IN THE EVENT THE � 6.5' Contact:Denise Bradley GLASS IS CRACKED OR BROKEN. GLAZING EXTENDING TO WITHIN 18'OR LESS OF p 1227 A4 PROPOSED FRONT(N.)ELEVATION FLOOR LEVEL IN EXTERIOR DOORS SHALL BE TEMPERED GLASS. CONNECTION DETAILS * 1231 44.ALL SMOKE ALARMS SHALL BE LISTED I INSTALLED IN ACCORDANCE WITH THE o I A-5 PROPOSED REAR(S.)ELEVATION Project Proposal PROVISIONS OF THE RESIDENTIAL CODE OF NEW YORK STATE AND THE HOUSEHOLD ALL FRAMING HARDWARE SHOWN ON THESE PLANS,UNLESS OTHERWISE NOTED o FIRE WARNING PROVISIONS OF NEPA 72 SINGLE AND MULTIPLE-STATION SMOKE ARE SIMPSOM STRONG-TIE.NO SUBSTITUTIONS ARE APPROVED OR AUTHORIZED. CV O A-6 PROPOSED LEFT(E.)&RIGHT(W.)ELEVATIONS ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE EACH SEPARATE �- _ SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS AND ON EACH DUE TO THE NATURE OF FRAMING HARDWARE TO THE OTHER COMPONENTS OF ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS AND CELLARS. THESTRUCTURE.ANY FRAMING HARDWARE SUBSTITUTIONS WILL RENDER THESE z __ -- ------ A-7 PROPOSED ROOF FRAMING PLAN 15.ALL ELECTRICAL WORK SHALL BE n ACCORDANCE WITH THE RESIDENTIAL CODE PLANS NULL AND VOID,AND WILL RESULT IN THE INSTALLER/CONTRACTOR GALv.MILTIES _ NEW CONSTRUCTION OF NEW YORK STATE AND ENC_ ENTIRE SYSTEM.ONSIBILICY FOR THE DESIGN AND PERFORMANCE OF THE @ EACH STUD ICIE! S-1 DRYWELL PLAN 16.ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA ALL SPECIFIED FASTENERS TO BE INSTALLED PER INSTRUCTIONS OF THE SIMPSONJYP��) I W 2112 STORY RESIDENCE NON-DISTURBANCE STU RBANCE OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS.THE MINIMUM STRONG TIE WOOD CONSTRUCTION CATALOG.INCORRECT FASTENER QUANTITY, ,f, p OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA SIZE TYPE,MATERAIL OR FINISH MAY CAUSE THE CONNECTION TO FAIL.16D `� � -� BEING VENTILATED AS PER RESIDENTIAL CODE OF NEW YORK STATE SECTION R303. FASTENERS SINKERS 8 GAUGE @31 E GAUGE®31 UNLESSCO OTO MMNNAILS, AND NOTED. NOT BE REPLACED WITH 97.BATHROOMS,WATER CLOSET COMPARPIENTS,AND OTHER SIMILAR ROOMS Project Seal WITHOUT NATURAL VENTILATION SHALL BE PROVIDED W TH A MECHANICAL INSTALL ALL FASTENERS BEFORE LOADING THE CONNECTION. ZONE AREA 11.86* 11.77* I w VFE'NTLATION SYSTEM. THE MINIMUM VENTILATION RATES SHALL BE 50 CFM FOR JOISTS SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT AND THE GAP o (EL.6') r.,r , INTERMITTEN VENTILATION OR 20 CFM FOR CONTINUOUS VENTILATION.VENTILATION BETWEEN THE JOIST END THE HEADER SHALL NOT EXCEED 44 PER ASTM TEST I 11.48* +_ AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE AS PER STANDARDS. 1201 1 W 0 0 D BULKHEAD _ i ,✓`' 'f RESIDENTIAL CODE OF NEW YORK STATE SECTION 8303.3. 11.49* _ FOR HOLD DOWNS.ANCHOR BOLTS NUTS SHOULD BE FINGER TIGHT PLUS 1 TO I @B OCKI PACE I EVERY SLEEPING ROOM SHALL HAVE AT TURN WITH WRENCH WITH CONSIDERATION GIVEN TO FUTURE WOOD SHRINKAGE. ------* p t n 18.BASEMENTS WITH HABITABLE S -- 3,57 LEAST ONE OPERABLE EMERGENCY ESCAPE I RESCUE OPENING. WHERE ESCAPE CARE SHALL BE TAKEN TO NOT OVER TORQUE THE NUT. METAL STRAP TIE -- _--- 8.47LU S740 09 00 W t RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NO MORE / / LC> THAN 44 INCHES ABOVE THE FLOOR. AS SUCH OPENINGS SHALL HAVE A MINIMUM Y' NET CLEAR OPENING OF 5.7 S.F.EXCEPT Gf',ADE FLOOR OPENINGS SHALL HAVE A LFTq I // MEAN HIGH-WATER M BROADWATERS MINIMUM NET CLEAR OPENING OF 5.0 SQUARE FEET.THE MINIMUM NET CLEARI ,/ AS OF JULY 27,2011 C"r> �` /" Q'70 J �Q� OPENING WIDTH SHALL BE 20 INCHES AS PER SECTIONS 8310-83109.4. / PER.PECONIC SURVEYORS o v 49.OPENINGS FROM A PRIVATE GARAGE DIRECT_Y INTO A ROOM USED FOR SLEEPING / N COVE SHALL NOT BE PERMITTED.OTHER OPENINGS BETWEEN THE GARAGE I RESIDENCE SHALL BE EQUIPPED WITH 45 MINUTE FIRE RATED DOOR ASSEMBLY EO PPED WITH A *875 WETLAND _ _- _ _ _ (� SELF CLOSING DEVICE AS PER SECTION R309A MSTA - -J 20.THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREAS S36 1 = PLUMBING RISER DIAGRAM BY HORIZONTAL AND VERTICAL SEPARATIONS ASSEMBLY SHALL HAVE A 3/4 HOUR 16 FIRE RESISTANCE RATING AS PER SECTIONS R309.21 AND 8309.22 FACE MOUNT HANGER ADJUSTABLE HANGER 1111'RAFTER STUD TO STUDCONNECTIONS CS20 I / ` A v`1 8.42* 11.THE G.C.SHALL BE RESPONSIBLE FOR THE DEMOLITION,REMOVAL AND DISPOSAL SIMPSON STRONME(CS20OR LFTAOR(2)MTS16) i CI NEW 4 VENT OF EXISTING PORTIONS OF THE RESIDENCE AS REQUIRED FOR THE COMPLETION OF SIMPSON STRONG RE(LUS) SIMPSON STRONG RE(Ii M) SIMPSON STRONG RE 1R.S70 CS20XF @ 37 O.C.MIN.WITH(6)10D NAILS AT EACH � �' o VCJ 0 (THRU ROOF ROOF LUS26,1US28,LUS16.2 LUSS2Er2'X6' '`' `� THE WORK.ALL DEMOLITION AND DISPOSAL_SHALL BE DONE IN ACCORDANCE WITH END WITH(1)100 AT CENTER OR LFTA @37O.C.OR 0 I LUS aZ LUS210.2 LUSS2ErTXr'2'X10',2'X1T 1 M1S16 @ 32'O.C. 3 - Tr - T+:' r 't+�' � , T�h. C,.)) THE RULES AND REGULATIONS OF THE LOCAL BUILDING DEPARTMENT. (1 22 FLOOR JOISTS SHALL BE SOLID BLOCKED/CROSS BRIDGED AT MD SPAN OR 'G *101 _ I I I I I I ( I I I I I f INTERVALS 8'MAXIMUM. / I I ( FEW I NEW I I NEW I NEW I I I �" 23.INSULATION IN THE EXTERIOR WALLS ANI)CEILINGS OF ALL CONDITIONED SPACES / I T I LAY. LAY' If LAY' LAY. Ti I w SHALL BE FIBERGLASS BATTS,SIZE AS INDICATED ON DRAWINGS,WITH A VAPOR H�38 SIMPSON STRONG i w I r I r I I r I r I wa BARRIER ON THE HEATED SDE.PACK ALL SPACES AROUND WINDOWS AND DOORS �rst2 tP2 WINDERESSICE / / � I I I Baird of Trustees WITH INSULATION. i 2ND FR 24. CARE SHALL BE TAKEN TO MAINTAIN THE FREE PASSAGE OF AIR BETWEEN SIMPSON STRONG / 3' 4' 3' 3' 3 3' 3' 4' 3' 3' INSULATION AND ROOF DECK T MINIMUM AIR SPACE REQUIRED-USE BAFFLES. RE STRAPPING AIR 8-25-2021 BOARD OF TRUSTEES APP. WIND RESISTANCE / 4' 4' 15.ALL JOIST HANGERS,ETC,SHALL BE AS MANUFACTURED BY SIMPSON-`TECO'OR / r r NO. DATE DESCRIPTION EQUAL FOR ALL FLUSH STRUCTURAL CONI`ECTTONS.INSTALL HURRICANE CLIPS AT / r'�' 1? Ity - - _y -ITh' Y - IT ALL SLOPED CEILING CONDITIONS AND AS CALLED FOR IN THE DRAWINGS. I I I I I I I CONTINUOUS CORNER p� 0 w w � tew tttw I s s u e r e v i s i o n HEADER ANCHORAGE / o l LAV. I ISM I LAV.26.ALL WINDOW AND DOOR OPENINGS SHALL HAVE STUDS DOUBLED ON JAMBS. POST STRAPPING POST BASE wA T TOLET SIMPSON STRONG 11E(HCP) CONNECTORS FOR / I I 27.THE TOP AND BOTTOM EDGES OF JOISTS MAY NOT BE NOTCHED TO EXCEED 2' SIMPSON STRONG RE SIMPSON STRONG TIE HCP2.T X MEMBER SIZE g� / I w r r r OR 1/6 OF SECTION. VERTICALHD38 #ABM4 HCP4-4'XMEMBER SIZE AMIDRESISTANCE �� � 0 W, 1STFLR. s DRAWING TITLE 28.ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED E:LECTRICIAn I � / 0 PLOT PLAN 3' 4' 3' 3 3' 3' 4' GENERAL NOTES CONFORM TO STATE,LOCAL AND LPA REQUIREMENTS. / 3 E j 19.THE EXISTING ELECTRICAL SERVICE SHALL BE UPGRADED AS REQUIRED.PROVIDE � SCALE: 4/16' F 1'-0' 4 r 4' PLOT PLAN. THE OWNERS I THE LOCAL MUNICIPALITY WITH A NCBFU CERTIFICATE FOR WORK / ��' ZONING CODE PERFORMED.ALL NEW RECESSED FIXTURES SHALL BE SUPPLED I INSTALLED BY / I III 1 THE ELECTRICIAN.ALL OUTLETS I WALL SWITCHES SHALL BE DECORA DESIGNER TYPE IN IVORY COLOR,APPLIANCES/FIXTURES PER MANUFACTURES REQUIREMENTS, ; a I Sm PLUMBING DIAGRAM SHALL BE SUPPLED WITH DEDICATED CIRCIJITS.INSTALL LOW VOLTAGE IN LINE SMOKE DETECTORS WITH BATTERY BACKUP SYSTEM AS SHOWN ON THE PLANS I IN IT CONFORMITY WITH NYS RESIDENTIAL CODE REQUIREMENTS.ALL EXISTING INTERIOR BASEMENT ©� BY CH AND EXTERIOR OUTLETS TO BE TESTED AND REPAIRED AS DEEMED NECESSARY. HURRICANE CLIP RIDGE WOOD FLOATING 3' DATE 3-23-2020 DOCK � 30.NEW EXTERIOR SURFACE AS PER DRAWING.EXISTING STUCCO REPAIRED AND SIMPSON STRONG RE(IN2.5A) g�U�L�,E SIMPSON STRONG RE WITH TRUSS RAFTER SIMPSON STRONG 11E SSP SEALED.EXISTING BRICK WORK RE POINTED. INSTALLATION OVER PLYWOOD CELL COLUART IES @3TO.C. FOR SINGLE STUD 2 SSP SCALE 1/4'=1'-0' IS ACCEPTABLE AS PER MIN. SIMPSON STRONG RE CS-20X18'MIN.WITH(l)tOD CONNECTIONS IN FAl AeO 31.NEW EXTERIOR TRIM AS PER DRAWING,SOFFITS SHALL MATCH EXISTING NAIL PENETRATION CATHEDRAL.CEILINGS COMMON NAILS PER RAFTER FOR DOUBLE STUD NSTALLED 4'XHCI CONNECT PROJECT NO. 2014 AND BE SUPPLIED WITH CONTINUOUS SOFFIT VENTING AND INSECT SCREEN. (G2003-PG.11) (R-R) INSTALLED OVER PLYWOOD @ 31'O.C.AS REQUIRED TO EXISTING IDVJG.N0. C.D. 29'-' 48'-0' .. . . . . - _ - - - LEGEND Br a dle y r- - - - -- - - -- - - -_N . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - NEW FOUNDATION iV hitect P.C. SEE DETAILS F - - - - - - - - - - - - - - - - - - - -- - - - - - - - -- -- - - - - - - - - - - - - - - - - - - -- - - - - -� NEW I I i WALL EXTERIOR Architecture Planning NEW INTERIOR & Design 4X4 ACQ POST TO ( :• WALL al:PARTITION CONCRETE FOUNDATION I I 110 North Park Avenue SEE DETAIL 5/DWG A.11 L- — - - - - - - - - - - -- - - - - - -- - - - - - - -- - - - - - - J i 4,-0, 15'-0' 4,-0, I I NEW WINDOW Rockville Centre, NY 11570 ,. I / - - -- - - - - - -- - - - - - - - I NEW DOOR Phone - (516) 536-8585 rr -- - - - - - -15,-8- ---- - - - -, T-1-- - - - - �3- - - - - - - -L - - J / � ,:� - � I I Fax - (516) 764-7507 HARDWIRE SMOKE DETECTOR Denise M BradleyR.A. `•• -/ LOCA OF POST ABV. Air \ \ I I CARBON MONOXIDE CONCRETE SLAB ABV. ;..- ^// \\ I I DETECTOR CONCRETE SLAB ABV. 32,x, I \I I I I N PROIECrT1TLE y LOCA.of I •" I I I i 1T-0' 12'-0' 20'-6' .; 1 POST ABV. GP WI 80117/8'FLR JST y` I 18. 8' 8' I I I I @16'O.C.ABV. I i i DETAIL scaLEO FOUNDATION NE Pro osed For L- - - - - - - - - - 8 8 81 LOCA OF — — — — — — — —— — � 1 LOCA.OF I .. I POST ABV.co 1 POST ABV. NEW FND STEP z: - - - - - -- - - -- - - - - - 4 - - - - - - - - -- - - - - -- -- -- - - - - - - - -- — _J TO NEW FND ff I I— — — I r � — — LOCA.OF I DOWEL NEW FTG. I LOCA OF '�' ,� POST ABV. I I I I SHINGLE SIDING LOCA OF '� 't i LewisResidence TO NEW FTG. I POST ABV. POST ABV. ., I I I I 1STFLOOR s W/(3)#5 STL I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 112'CDXPLYWOOD J I I I 314'CDX PLYWOOD TYVIX ' REINFORCEMENT oI I JOIST 16'O.C. ( �I I ( GP 0-80117/8'FLOOR r X 6'STUD @16'O.C. NEW FND STEP TO NEW ��, I LOCA.OF CI NI I FOUNDATION I DOWEL I :ti I POST ABV. 20,x, I ��-r I I @ ( 518 GYPSUM BOARD NEW FOOTING To NEW I rx6'PLATE 1500 Mason Drive FOOTING W/(3)#5 STL _ 4. REINFORCEMENT r 4 I r X 1r RIM JOIST CUtchU e, NY I GP WI 80111/8'FLR JST_ 4 CONCRETE SLAB @16'O.0 ABV. I '`' I , :°: I W/6X6 WWM I :: (2)r X 6 CCA PLATES • ` ( 1'-3' 2'-0' ; 6 ML VAPOR — — — —1 112'0 ANCHOR ! TERMITE SHIELD I BOLT@48'O.C. .t,� € 31 T-0'+CLG.EI. I 5-0GRADE _ QI 1 I '�-4 Project Representation UJ I NEW FND STEP Q I 8 8 8 1 I :a ,•- GP WI 80117/8 FLR JST_ _ I I TO NEW FND I CONCRETE SLAB ABV. 4 I '.:•. i @16'O.C.ABV. GP WI 80111/8'FLR JST_ I I DOWEL NEW FTG. BASEMENT CLIENT: 8' 8' 8'I TO NEW FTG. WATERPROOFING Lewis Residence "' I '•' � @16'O.C.ABV. W/ 3 #5 STL x. r ( j:`'`�::-`- ':.� I I `• I REINFORCEMENT Y." #5 STEEL 1500 Mason Drive g g 8 I :; I I 4'POURED REINFORCEMENT Cutchogue, NY 4'CONCRETE SLAB I I I :•.> ;.: I I CONCRETE SLAB C 1 @24'O.C. W/6X6 WWM I I ::;:,` .... 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I I —— — — — — —— —— — `A — — — — — — — — — — I I 4 GARAGE 1 8-25-2021 BOARD OF TRUSTEES APP. REINFORCEMENT I 18'-6' 19'-0' 23'-6' I r X 6'STUD @16'O.C. M10. DATE DESCRIPITON I � _ �- - --- - - r ,-- - - -- - - - - - - J BOARD-FIR RATED UM - - - - - - - - -r - -�- - -� CONCRETE SLAB ABV. � — - - - - - -- - - -� . 7T I BOARD-FIRE RATED zo N� _ ® I .n I Q fl 6'CONCRETE (2)rX 6'CCA PLATES I s s u e r e v I s ( o n .... - - m - - — � -L — � - - - - - - - - - -r— — — SLABWI6X6WWM --- - - - - -- - -- -- - -- -- -- - - - -- �- - - -r �- - - — — r :4 — ` — - - - - - - - — - °° GRADE �' D I e. • DRAWINGTM 1 L -- - - -- - - - - � ----- - -- - - - A 8 :( WATERPROOFING B IER n I 1 REINFORCEMENT PROPOSED 9' 1'-6' 141-6' 9'-9' 9' 5'-O' T�' 5'-0' 19, 9'-9' 19'-6' 9'-6' 9' 6 MIL VAPOR ° #5 STEEL COMPACTED •I I; 4 @24 O.C. 72'-6' GRAVELBED% �j�� .j I 8'POURED FOUNDATION FLAN COMPACTED �� :I•.l. CONCRETE BACKFILL /� . .I. FOUNDATION MATERIALS FOUNDATION CONSTRUCTION FLAN r N I�ItAWNl1Y �” DATE 3-23-2020 SCALE: 114' = 1'-0' 24' (4)#5 STEEL SCALE 1/4'=1'-0' REINFORCEMENT PROJECT N0. 2D'�4 Ail DWG.N0. C.D. 29'x' 48'x' LEGEND Bradley .,..,..:; NEW FOUNDATION SEE DETAILS Architect P.C. - DN DN NEW LIEXTERIOR Architecture Planning 77-6 NEW INTERIOR & Design WALL I PART11ION 4X4 ACQ POST TO NEW WINDOW 110 North Park Avenue CONCRETE FOUNDATION 23'-0' Rockville Centre, NY 11570 SEE DETAIL 5/DWG A11 Phone - (516) 536-8585 8' 15'-8' 13'-4' 4'-0' 15'-0' 4'-0' NEW DOOR T-61 71-6' Fax - (516) 764-7507 (212_X 10'ACQ BEAM (2)TX 10'ACQ.BEAM ' - - - - - - 49 I �j H D HARDWIRE SMOKE RAISED PATIO DETECTOR Denise M Bradley R.A. I STONE TILE (2)13/4'X 117/8'LVL BEAM © CARBON MONOXIDE �? g I 4 T CONCRETE SLAB ;eFND'P6ESL0T1 DETECTOR `� W/6'X6'WWM �? 6X6 POST TO FOUNDATION BELOWCOVERED PATIO ii 6 MIL VAPOR BARRIER �>oPROJECT TITLE ALL CORNERS OF DETAIL A- PARTITION TYP.Tl FRAMING TO BE 7.9 ' ' I20-6' U- o DINING AREA UCONTINUOUS STRAP°OWN WITHIN A MIN. ' ' ' ' ' ' ' ' ' ' 6'-0' 10'-6' 10'-0' T O N N 6X6 POST TO NONE SCALEProposed For OF 10%OF THE LEAST o FND.BELOW HORIZONTAL DIMENSK)NHD38 NT CONNECTION © No CEILING DETAIL(TOP) O �2 OD -� - - - - - -13)1 - X 117/8'LVL BEAM FLUSH)- - - 1-2'X4'SILL PLATE 3 I " LOCA OF POST ABV. FLR JST. �DER u: 1-2X10 HDR 2-2X10 HDR 1-2X10 HDRco� Q O I O 6X6 POST TO 1J.1 Lewis Residence ' (2)2X10 LEDGER BD.W/1/2 LAG BOLT STAG.@32 O.C. _ _ - 6X6 POST TO FND.BELOW Nd :oa� — — — — — — — — — — — —_— — — — — — — — U 4 - - - - _ - --" - FND.BELOW GP WI 80117/8'FLR JST 1/2'GYPSUM (3113/4'X 117/8'LVL BEAM(FLUSH) (2)13 4' 11�/8' (3)13/4'X 111/8'LVL BEAM - - M6'O.C.ABV. I V BOARD 6X6 POST TO FOUNDATION BELOW 6X6 POST TO FOUNDATION BELOW I EACH SDE 1500 Mason Drive © o GP WI 80117/8'FLR ST_ 0 20'-0' I L CUtChO e NY N @16'O.C.ABV. I ® N III _ Z'X4'WOOD SGP WI 60111/8'FLR ST_ N I g O STUDS @16'O.C. M6'O.C.ABV. I I N GUEST SUITE � I I < 1 —� 1/2 GYPSUM Project Representation 9'-'CLG.H. , , I 1 DN cL BOARD 1 P Y SCREENED PORCH 1 3 2-0VIII EACH SDE CLIENT: I STONE TILE 3 I I I KITCHEN o O 1/2'GYPSUM Lewis Residence T CONCRETE SLAB a I I 9'-0'CL6.H. o }- BOARD 1500 Mason Drive `r GP WI 80117/8'FLR JST_ m IK W/6'X6'WWM SEE DETAIL 9 �I I �. o V @16'O.C.ABV. 6 MIL VAPOR BARKER 4 I I DWG A11 GREAT RM. I I OPEN ABV. LLI EACH SIDE (��ogue, NY 16'-0' I I 111 L _ J PLATE L Contact:- PROJECT DESIGNER: SEE DETAIL 7 �_I I � _ DWG Al 12 I 12-0i I i GP WI 80117/8'FLR JST_ o F FLOOR Bradley Architect P.C. I @16'O.C.ABV. N 110 North Park Avenue I I Rockville Ctr.,NY 11570 CIRCULATION N ff � GP WI 80111/8'FLR ST 4 N zo o (516)536-8585 VENTILATION��S o C) U EC. @16'O.C.ABV. 0 6X6 POST TO I I 3-q PER R3033//M1RC 506 © 6X6 POST TO o FND.BELOW SEE DETAIL-D - I DETAIL B - FIRE RATED WALL Contact:Denise Bradley MR q (3)13/4'X 111/8'LVL BEAM - 'BELOW 4 �� SEE DETAIL-C DWG I 4 NONE SCALE - - - 6'-0' 6'-0' DWG A.3 LOCA.OF 11 I 11 N II CEILING 6X6 POST TO 11 LOCA OF 11 - - (3)13/4'X 117/8'LVL BEAM W/(1)1/2'STL.PLT. _ POST ABV. - i PANTRY o , , Project Proposal FND.BELOW o POST ABV. BATH - - - - - - - O '` © LOCA OF I / 3'-0' 0 11'-4' ® 5/8'TYPE'X' _ POST ABV. - - 4X6 POST TO `r GP WI 80117/8'FLR ST tu GYPSUM BOARD zo &314� 2-2X10 HDR I FND.BELOW ®16'O.C.ABV. Q °N 2-2X4'SILL ckfCk 3'-6' 18'-0' a,l�LL1 10'-0' S'-6' 6'-0' _ FLR JPLATE ST. NEW CONSTRUCTION W 12 GP WI 80117/8'FLR JST 6X6 POST TO 1 GP WI 80117/8'FLR JST 5/8'TYPE'X' - BEAM BELOW > GYPSUM BOARD 21/2 STORY RESIDENCE -' M6'O.C.ABV. 6X6 POST TO DN 4 . 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' 6X6 POST 1.0 _ - --— - - - —- 6X6 POST TO - FND.BELOW BEAM BELOW J �I ATTACHED AGARAGE I J � �X 03CJ?3 _ 2X10 CLG ST POT ABY. _ ( m a - I FOYER o 1 N 1 -1 PLATE ~`�0/ N S-'� @16'O.C.ABV. o FAMILY RMI DEN 4 �_ o o 6'POURED I 10 � 11'-0' . 9'-a CLG.K N I Q x OPEN ABV. N CONCRETE SLAB I x I FLOOR `� I W/6'X6'WWM �_ a `V 6 MIL VAPOR BARRIER I 2-2X10 HDR VI BEAM BELOW li I i DETAIL C - BEAM CONNECTION © 6X6 POST TO SEE DETAIL-E FND.BELOW (3)13/4'X 117/8'LVL BEAM W/(2)T STL PLT. i�DWG A3 - - (3)13/4'X 117/8'LVL BEAM W/(1)T STL PLT. "�� - NONE SCALE — — — — — -- - - - -— - - - - — 51-9' � - - - - - - - - - - - - - - - - - - - - - (3)13/4'X117/8'LVLBEAM - UP (3)1314'X11718' i / - - -- - - - - 0112'BOLT ��- - - - `E' GP WI 80117/8'FLR ST / GP WI 80117/8'FLR JST 4'-0' GP WI 80117/8'FLR JST LVL BEAM W12 _ 6X6 POST TO - - O ` @16'O.C.ABV. @16'O.C.ABV. FND.BELOW @16'O.C.ABV. I 11Y STL.PLT. I i 1 r 6X6 POST TO rrn � 6' 6' FND.BELOW W 18'-0' 23'-0' 2-2X10 HDR 2-2X10 HDR 2-2X10 HDR 7-9 CLC%K Z-2X10 HDR 2-2X10 HDR 2-2X10 HDR � }-n Town of Trustees 2X8 LEDGER BOARD W%11T LAG BOLT STAG.@32'O.C. 1X8 LEDGER BOARD W 1/2�BOLT STAG @32'725-`C 'Q J A A A 4 LLP 1 8-25-2021 BOARD OF TRUSTEES APP. 5'-O' 0 4'-6' O 4'-6' 4'-6' "' 2-2X10 HDR 2-2X HDR 2-2X10 HDR o 6'-6' 0 5-O' O 5-0' ® 7-0' 4'X 4'X 1/4' - N0. DATE DESCRIPTION o — a �0 o> COVERED PORCH �� o> 0 1O 0 �� �? �►- v `� 4 STEEL ANGLE (2)1314•X11718• issue r e V I S I 0 n STONE TILE ;g x a ;g Q 3'-3' 6'-3' 6'-3' 3'-3' x x oCn COVERED PORCH x x a STONE TILE ZC)Q LVL BEAM 3'CONCRETE SLAB N 18'-6' N 1g1-O' `~ Y3�.6� "' T CONCRETE SLAB W/6'X6'WWM W/6'X6'WW 1 6 MIL VAPOR BARRIER 2X8 LEDGER BOARD W/1/2'LAG BOLT STAG.@32'O.C. 6 MIL VAPOR BARRIER I DRAWING TTTLE 2-2X10 ACQ BEAM 4 COVERED PORCH 4 Z-2X10 ACQ BEAM (2)1314'X 11718' 4X4 ACQ POST TO 2-2X12 ACQ BEAM `V 4X4 ACQ POST TO LVL BEAM SCONCRETE EE DETAIL FOUNDATION/ WG A.11 0 - - SEE DETAIL 7CRETE N/DWG A19 P) PROPOSED o� DN QST FLOOR N� o - - - - - - CONSTRUCTION PLAN 14'-6' 1'-9' 9' 5'-0' 1'-6' 5'-0' g 1'-91' 19'-6' 1'-6' 9' L. V 181-6' 19'-0' 23'-6' � - - - - - DRAWN BY CH 4X4 ACQ POST TO CONCRETE FOUNDATION DATE 3-23-2020 'IST FLOOR CONSTRUCTION PLAN SEE DETAIL 6/DWG A 11 01/2'BOLT SCALE 1/4'=1'-0' A*2 SCALE: 1/4' = 1'-0' 20'14 LEGEND Bradley NEW FOUNDATION Architect P.C. SEE DETAILS 49'-6' 72-6' 23'-0' NEW EXTERIOR Architecture Planning NEW INTERIOR 30'-4' 19'-2' 4'-0' 15'-0' 41-0' .'�/.%!� WALL I PARTITION & Design 110 North Park Avenue NEW WINDOW Rockville Centre,NY 11570 (2)43/4'X 91/1'LVL BEAM NEW DOOR Phone - (516) 536-8585 Fax - (516) 764-7507 H D HARDWIRE SMOKE 4 6X6 POST TO FOUNDATION BELOW 4 DETECTOR Denise M Bradley R.A. ' '- CARBON MONOXIDE BALCONY o> © DETECTOR SEE DETAIL 8/DWG A.11 N oLit ZBALCONY 8'-0' 14'-5' 'IT-01/2' 4'-01/2' 4'-01/2' 4'-01/1' 3'-111/2' 6'-T 5'-3' 5'-3' 6'-3' PROJECT TTTLE .o -vv ;o , DETAIL D - BEAM CONNECTION NONE SCALE Proposed For (2)13/4'X 91/7 LVL BEAM 19 19 © © © © 4 6X6 POST TO BEAM BELOW �, 01t2' L3VL BEAM WI 7�' BOLT I 112'STL PLT.( ) 2-2X10 HDR 1-2X10 HDR 11113/4'X 117/8'LVL BEAM 2 X 10 CLG.JST. o Lewis Residence 6X6 POST TO FOUNDATION BELOW X16'O.C.ABV. O W � II II � N 77 O _ 2 X 10 CLG.JST. _ Z e16'O.C.ABV. J cL 1500 Mason Drive N 15'-0' 13'-1' ZO'-0' 21'-0' IILLU 40X41X 114' = i Cutchogue, NY STEEL ANGLE y-0 (3)1314'X 11718' LVL BEAM WI(2) BDRM 1 BDRM 2M.BDRM. 117sTL PLT. Project Representation _ 2 X 10 CLG.JST. _ 2 X 10 CLG.JST. I (3)1314'X 11718' X16'O.C.ABV. @16'O.C.ABV. Q OPEM�- 0 112'SLVL TL PLT. EAM WI(2) CLIENT: 4 Lewis Residence I1500 Mason Drive o Z _ {�- Cutchogue, NY 1'-8' 5'-10' 3'-0' 3'-6' 3'-6' 2'-T 4'-10' T9' H °. 2 X 10 CLG.JST. (516) .n. n. X16'O.C.ABV. o V Contact:- 14 14 15 15 __ 4' `r 2 X 10 CLG.JST. N oi} PROJECT DESIGNER: Bradley Architect P.C. 6-5' 5'-5' 4'-6' 4'-6' a^ @16'O.C.ABV. 110 North Park Avenue - -4 - - - - - - - - - - - - - - - - - - - - — V V "' CLOS. 4' CLOS. CLOS. CLOS. "' 3'-0' BOLToirt ( S EE X NG Rockville Ctr.,NY 11570 6X6 POST TO BOLT STEEL ANGLE (516)536-8585 12 12 X6 POST TO LN. LN. � BEAM BELOW 6BEAM BELOW 0 Contact:Denise Bradley 4X6 POST TOI'Qf DETAIL E - BEAM CONNECTION BEAM BELOW 15 15 ` CIRCULATION& ,_ , _ _ — — — o NONE SCALE K Project Proposal VENTILATION As o BATH 1 1 4 2 7 4-10 4-9 16-0' PER NYSRC SEC K o 2 X 10 CLG.JST. 12 I W.I.C. R303.3/M1506 0 - � �a 1 X 10 CLG.JST. _ 1 � 01�. (3)1314'X 11718' e16'O.C.ABV. '`°J 1 - @16 O.C.ABV. ILVL N 2 X 10 CLG.JST. _ M 4 16 — — — — — — 14 BOLT I 112'SEAM WI(2) X16 O.C.ABV. 6X6 POST TO -'1 18'-0' 6 5'-0' 81-10' �, 3'{,' 41 4'-8' "' rrn zo LU BEAM BELOW = o LU — 4 LDRY. CIRCULATION II I NEW CONSTRUCTION A JI VENTILATION AS ° 9-9 CLG K �-1 PER NYSRC SEC. I I 21/2 STORY RESIDENCE n I v 6X6 POST TO T- F — — — — — — — R303.3/M1506 zo 11-2' 12 14 I FND.BELOW " a, I W.I.C. N 18 I N g O - N 4'X41X114' VENTILATION AS I BATH 2 " I STEEL ANGLE — Project Seal PER NYSRC;SEC. 4 DN I A (2)134'X 11718' R303.3/M1506 BDRM 3 I LVL BEAM 12 12 I Q - I r o 2 X 10 CLG.JST. - - 2 1314'X 11718' o -- 2 2X10 H R � I I LVL BEAM 6X6 POST TO @16 O.C.ABV. I Z6 ( / u' BEAM BELOW j OPEN BELOW M.BATH a 13 2 X 10 CLG.JST. ( 4 2 X 10 CLG.JST. e16'O.C.ABV. "' O 4 '-0' 4 @16 O.C.ABV. CIRCULATION& ZP VENTILATION AS LU 14'_2' I PER NYSRC SEC. L- -- -- - - - - - - - - 14 u, I I R303.3/M1506ZP - - - 1� N I 2-2X10 HDR 2-2X10 HDR - 104'X4'X 114' 1�DR 011?BOLT - ( STEEL ANGLE DETAIL F - BEAM CONNECTION -•...— f P I NONE SCALE 11 L) 4 I Z X 10 CLG.JST. I 4 01r1' - -J BOLT I L3VL BEAM 11718" r , - - --- -- - - - - - - -- -- -- - - - - - - W rrn tees 2-2X10 HDR 2-2X10 HDR 2-2X10 HDR II II 1 8-25-1021 BOARD OF TRUSTEES APP. 64 6-9' 7'-8' 3'-8' 7'-2' 3'-3' 69' 69' 39' T-1' 3'-8' T-8' CL Lui NO. DATE DESCRIPTION _ L issue revision Q 47471141STL.ANGLE BALCONY (3)1314'X 11718' LVL BEAM DRAWING TME r I 11'-6 18'-6' 19'-0' 18'-6' 6'� L3VL BEAM 11718' PROPOSED 731.6, 2ND FLOOR o __ CONSTRUCTION PLAN 2ND FLOOR CONSTRUCTION PLAN w 11 DRAWN BY CH DATE 3-23-2020 SCALE 1/4'=1'-0' 0117 J 4'X4'X 114' 2044 A*3 Bradley Architect P.C. Architecture Planning & Design 110 North Park Avenue Rockville Centre, NY 11570 Phone - (516) 536-8585 Fax - (516) 764-7507 Denise M Bradley R.A. PROJECT TITLE Proposed For Lewis Residence 35'-0" RIDGE BOARD 12 1500 Mason Dnve — ----- -- — - - - -_— _ 110 Cutchogue, NY 12 _ 101 _ — - _ — 12 Project Representation — — X10 — CLIENT: _ GAF 40 YR Lewis Residence _ — ARCH.ASPHALT SHINGLE ROOF 1500 Mason Drive - 2- 1 , - -- Cutcho a NY Contact:- - --- - 21'-6" T.O.P. --- PROJECT DESIGNER- Bradley Architect P.C. 110 North Park Avenue —AZEKREDTYOF Rockville Ctr.,NY 11570 WIND W AH (OR EQUALSLELAD ff CASING (516)536-8585 FmP Contact:Denise Bradley 6'CORNER J ® ® ® 1 H; H' TTYYP.OF ALL Project Proposal — - — '121 1 EXPOSURE -- — _ - - - _ -- - — - -.25 PERFECTION SHINGLE 12'-6" 2ND FLR. NEW CONSTRUCTION 2112 STORY RESIDENCE STRUCTURE COLUM 6'CORNER BOARD Project Seal TYP.OF ALL © RAILING @40' ' Q ® Q ® Q TYP.OF ALL EXPOSURE cr. P.1. EA i i i QPERFECTIONk CEDAR SHINGLE " 16.00 7-0 1ST FLR. 0'-0" GRADE 13.50' a?o�2� o� F I I I °f-- N I I I j C.O.R.-14.43' `�'" I I I I I I r- - - - - - - - - - - - - - - - - - - - - - - - i i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TJ I j j I I I M. I I I I I I J I_.. I � J � — — — — �— — — — — — — — — — — — — — — —1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — 1— — — — — — — — — —— I1 �1 PROPOSED FRONT / NORTH ELEVATION SCALE: 114' = 1'-0' Board of Trustees 1 8-25-2021 BOARD OF TRUSTEES APP. NO. DATE DESCRIPTION issue revision DRAWING TITLE PROPOSED FRONT (N.) ELEVATION DRAWN BY CH DATE 3-23-2020 SCALE 1/4'=1'-0' A94 PROJECTNO. 2014 DWG.N0. C.D. Bradley Architect P.C. Architecture Planning & Design 110 North Park Avenue Rockville Centre, NY 11570 Phone- (516) 536-8585 Fax - (516) 764-7507 Denise M Bradley R.A. PROJECT TM Proposed For Lewis Residence 35-0" _ RIDGE BOARD 12 10(— _____ __ 1500 Mason Drive Cutchogue, NY - - - 12 - ----- ----- -- -- - — - 110 12101 - - - - Project Representation CLIENT: Lewis Residence © _ 1500 on Drive Cutchogue, NY (516) Contact: 00, 21'-0" T'0'F' PROJECT DESIGNER: Bradley Architect P.C. 110 North Park Avenue Rockville Ctr.,NY 11570 (516)536-8585 LL—LContact:Denise Bradley ® 2 ® Project Proposal © © © © 12'-6" 2ND FLR. NEW CONSTRUCTION 21/2 STORY RESIDENCE ]LIE Project Seal T Al— Jr I -T L=—D LLJ— _ 2-0" _ 1STFLR.* 16.00' 01-01 GRADE* 13.50' o,,� �3 yo9- I I I I I I I C.O.R.-14.43' I I I I I I I I I I I I I I I I I I rl I I I I I I I I I I I I I I I I I I I I I I I I I Ll - - - - - L - - - - - - - - - - - - - - - - - - - - -L - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - J -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROPOSED REAR / SOUTH ELEVATION L I eu� Board of Trustees 1 8-25-2021 BOARD OF TRUSTEES APP. NO. DATE DESCRIP'ITON issue revision DRAWINGME PROPOSED REAR/SOUTH ELEVATION DRAWN BY CH DATE 3-23-2020 SCALE 414'=1'-0' PROJECrNO. 20(,4 A,5 MGM. C.D. Bradley 35'-0"— RIDGE BOARD _ Architect P.C. 12 Architecture Planning —17 esign 110 North Park Avenue - Rockville Centre, NY 11570 �� - - -- - -- - Phone- (516) 536-8585 12 _ —� Fax - (516) 764-7507 10104 — - - Denise M Bradley R.A. PROJECT TITLE M12 T•0•F. Proposed For L I L ® Lewis Residence 3 12'-6" _ 2ND FLR.* 1500 Mason Drive Cutchogue, NY Project Representation CLIENT: Lewis Residence © © © © 1500 Mason Drive Cutchogue, NY O (516) © _ _ j _ _ 2'-6"_ 1 ST FLR. 16.00' Contact:- �J IJ LJ 1 _.$ PROJECT DESIGNER: 17777- Bradley Architect P.C. 0'-0"_ GRADE 13.50' 110 North Park Avenue Rockville Ctr.,NY 11570 C.O.R.-14.43' (516)536-8585 PROPOSED LEFT/WEST ELEVATION Contact:Denise Bradley SCALE: 114' = T-0' Project Proposal 36-0RIDGE BOARD_ NEW CONSTRUCTION 2112 STORY RESIDENCE 12 - — Project Seal - - - --- - - — - — — 12 t 10 II�6�� -- - - --- -- - --- 21'•6" 12 T 3 -- - - IJ AUG 2 12-6" _ 2ND FLR. Souiho!o+ �!ovm 8-25-2021 BOARD OF TRUSTEES APP. ® N0. DATE DESCRIPTION OF OF issue revision DRAWINGTM r-s" 1ST FLR. ,6.00' PROPOSED LEFT/WEST a RIGHT/EAST 10 0'-0" GRADE 13.50' ELEVATIONS C.O.R.-14.43' DRAWN BY CH PROPOSED RICHT/ EAST ELEVATION DA's 3-23-2020 SCALE 1/�'=1'-0' Ae6 SCALE: 114' = 1'-0' PRolEcrxo. 2014 DWG.N0. C.D. SHINGLE RIDGE VENT Bradley RIDGE CAP EXHAUSTAIR SHINGLES 1 112'TO314' Architect P.C. / \ FELT PLYWOOD PAPER SHEATHING Architecture Planning 0 & Design � FTER BALCONY I I \ 110 North Park Avenue Rockville Centre, NY 11570 ROARED -AIR Phone- (516) 536-8585 — — — — — — — — � Fax- (516) 764-7507 TYPICAL RIDGE VENT DETAIL Denise M Bradley R.A. 2X888 2X888 @16'O.C. @16'O.C. I 36'ROLL ROOFING AT PROJECT TITLE LEAST 55 LB OR 1116'SHEET NEOPRENE EACH STRIP TO EXTEND _ 2 X 8 R.R _ . 2 x 8 R.R. ti�.��, � o_ �Io�� I D� CENTEROFVBALLEY D Proposed For @16'O.C. @16'O.0 _ '9yO N o ValCV I ° Lewis Residence EXTRA NAIL IN JQ d UNDERLAYMENT ° ° END OF STRIP 1500 Mason Drive 0 2 X 14 RIDGE BOARD 2 x 8 R R I Cutchogue, NY N ® @16'O.C. I 2 X 12 R R _ 1 X 14 RIDGE BOARD W/VENTS N o_ I Project Representation @16'O.C. �� N F�C�IENT- 1A ,a I TYPICAL VALLEY DETAIL ewis Residence 00 Mason Drive 2 X 14 RIDGE BOARD W/VENT 2 x 42 R R �� �y I 5'EXPOSURE utchogue, NY @16'O.C. p 16) 2X12RR -yontact:- ( NAILING PROJECT DESIGNER: . ` Bradley Architect P.C. 5�f1 0 110 North Park Avenue o .� ( Rockville Ctr.,NY 11570 ZO 16) S6 -8585 ontact: CDenise Bradley N Z NZO Project Proposal NEW CONSTRUCTION TYPICALHII'ROOF RIDGEDETAIL 2112 STORY RESIDENCE d ^, > 2X6R.R� x I � o j�1 � `` Irk- @46'O.0 I RIDGE BOARD Project Seal COMMON RAFTER 2X6R.R 2X� 6RR - 2X6R.R 2_X6R.R_ I HIP RAFTER @46'O.C. x @16'O.C. @16'O.C. x q ' N --I- RGI /1%7 r — — — — — — — — _ 2X888 2X888 OF I �� <• \ f @16'O.C. @16'O.C. _ ,` ✓�n. -�7 9] 03Q33 �e / I HIP JACK cbz N zo DOUBLE PLATE TYPICAL IIID ROOF FRAMING DETAIL BALCONY l , PANEL CLIPS,T AND G PANEL SHEATHING =_I M u v c 7 EDGES,OR BLOCIONK INSTALL WITH LONG UNDERNEATH IF DIMENSION ACROSS �...._.._.._.____ REQUIRED SUPPORTS.STAGGER SOLID " VERTICAL JOINTS. r S. � _ SPACE NAILS 'c'i of �r�as Des 12'O.C., 6' C {� O.C.AT ENDS 1 8-25-2021 BOARD OF TRUSTEES APP. PROPOSED ROOF FRAMING r LAN BACKER ROD ROOFING NO, DATE DESCRIPTION SCALE: 1/�4' = 1'-O' &SEALANT FELT CONCRETE ``` issue revision ANCHOR CROWN ROOFING-ASPHALT SHINGLES `° ALUMINUM FLASHING F2 DRAWINGTTTLE ROOFING SHALL BE INSTALLED FOR USE IN A 130 MPH WIND ZONE 3 ROOF FRAMING STEP SHING ROOFING SHALL BE INSTALLED IN ACCORDANCE WITH 2015 IRC VENTVENT F, PERFORMANCE 4 SPECIFICATIONS TO MEET COMPLIANCE WITH 2045 IRC LINER THA218 SHINGLES OR PLYWOOD C 8905.2.4,8905.2.4.4,8905.2..5$TABLE 8905.2.4.1-CLASS.OF ROOF SHINGLE H2.5 SHAKES ON ROOFING SHEATHING PROPOSED MTS12 FOLLOW ROOFING LEAVE 118'GAP AT ROOFING- ICE BARRIER&FLASHING AIRSPACE RECO 4MENDATIO S UNLESS OTHERWISE ROOF FRAMING PLAN H10 FOR ROOFING FELTS PROTECT EDGES UNLESS OTHERWISE AS PER R905.2.7-ICE BARRIERS SHALL COMPLY WITH SEC:R905.4.2 OF EXPOSURE RECOMMENDED BY THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN TWO LAYERS OF BRICK BRICK 182 PANELS AGAINST MANUFACTURER — — UNDERLAYMENT CEMENTED TOGETHER AND SHALL EXTEND NOT LESS EXPOSURE TO WEATHER — — THAN 24' OR USE EXTERIOR ROOF SHEATHING SHOULD INSIDE THE EXTERIOR WALL LINE OF THE BUILDING DRAWN BY CH IECE CRICKET PANEL STARTER STRIPS BE COVERED AS SOON AS �C WITH LOCKED AND FLASHING TO COMPLY WITH 2015 IRC 8905.4.6 AND THE STANDARDS IN /, POSSIBLE WI ROOFING FELT DATE 3-23-2020 SOLDERED SEAM TRUSS AND RAFTER CONNECTIONS FOR EXTRA PROTECTION TABLE R905.10.3(1)THE VALLEY FLASHING SHALL EXTEND NOT LESS THAN TO WOOD TOP PLATE AGAINST EXCESSIVE SCALE 1/4'=1'-0' COM FLASHING WITH CRICKET 8'FROM THE CENTERLINE AND SHALL HAVE A SPLASH DIVERTER RIB N.L.T. TYPICAL CHIlVIPiVEYCAP DETAIL TYPICAL PLYWOOD ROOF INSTALLATION DETAIL MOISTURE PRIOR TO Av7 3/4'IN HEIGHT AT THE FLOW LINE FORM AS PART OF THE FLASHING ROOFING APPLICATION PROJECTNO. 2014 DWG.N0. C.D. . 0 NBradleyRIV E D WIDE ) ( 59 TYPICAL DRYWELL DETAIL Architect P.C. p A V E M E n T Architecture Planning E E OF COVER DRYWELL & Design �� 150.68 — — — PRE-FAB 110 North Park Avenue N 7T 24' 30 E Rockville Centre, NY 11570 _ — Phone - (516) 536-8585 ..----- — ® ® DE ® ®4 o FILTER Fax - (516) 764-7507 ® ® ® ® ® ® FABRIC ® ® ® ® ® GRAVEL Denise M Bradley R.A. 010'X8'(D)CONCRETE o o ® ® ® ® ® o FILL FROMLEALL CHING MIN./ _ 20'M1N.TO 0 o 1 ® ® ® T FILTER FROM LEACHING POOL 1 "' � � � ® ® ® FILL PROJECT TITLE \ ,L• LEACHING POOL ♦ Py _�, • ••` �\v�� o o ® ® ®W ® ® ® N_ N N FILTER� •� o FABRIC Proposed For I o o DRIVEWAY 08'SDR PIPE •� •. /� SAND OR � � � , � � � � � � � � � � � � � � � � � � CRUSHED WI 118'SLOPE •♦ � 010'X8'(D)CONCRETE � �, ������ ������������������������������• ������ STONE ••� FROM FOUNDATION 3'-0" 0 9'-4" 3'-0" . lop _ SECTION Lewis Residence PLANTER COVERED PORCH TO WAS I � ♦jE / TYPICAL DRYWELL DETAIL • I STORYi 1 STORY SCALE: N.T.S. 20.0' '• 1500 Mason Drive ° . • Zf� W DRIVEWAY 1 STORY I OrSDRPIPE COVER DRYWELL Cutchogue, NY p w�10 SLOPE PRE-FAB 08'SDR PIPE WI 10 SLOPE W co I PROPOSED 2112 STORY � '� �� d ' .:•d.. �...� :. . C� � 010'X6(D)CONCREIE '_` FILTER Project Representation DRYWELL 10'-0'MN. 92 5� RESIDENCE I o o ® ® ® ® ® ® LU FROM FOUNDATION / I ® ® ® ® F ® FABRIC CLIENT: = > 57.5' GRAVEL FILL Lewis Residence � W � � ® ® ® ® ® � a M I _ 1500 Mason Drive � o 3 FILTER Cutchogue, NY o I 08'SDR PIPE 00 FILL 51 N WI118'SLOPE ••\ L I C=> ® ® ® ® FILTER Contact:- LU FABRIC O o L L L L L L L L LL, GAZEBO L l \\\ L L L L L L L L C/� /��/��/�� /��/��/��/��/��/��/�����/��/��/��/��i��i��i��i ��i��i / SAND OR PROJECT DESIGNER: 31.5 L L L _L L BALCONY ABV. ! //�//�// // // // //////�//�//�//�//�//�//�//�//�//� /�//�//� CRUSHED COVERED PORCH ABV PATbi��i\�i\� , i\�i\�i\�i\�i\�i\�i��i\�i\�i\�i\�i��i\moi\�i��i \�i\�i��i Bradley Architect P.C. LL _LLLLLLL STONE LLL _L L L L L L L L L 3'-0" 0 9'-4" 3'-0" 110 North Park Avenue LLLLLLLLLL _LLLLLLLLLL RockvilleCtr.,NY11570 525, LLLLLLLLLL LLLLLLLLLL SECTION (516)536-8585 0 TYPICAL DRYWELL DF-TAIL- SCALE: ETAIL Contact:Denise Bradley SCALE: N.T.S. Project Proposal v c� I NOTE: _ —— DOME TOP MAY BE SUBSTITUTED IF GROUND ——— —------— WATER ELEVATION PERMITS. —— NEW CONSTRUCTION I __ NOTE, 21/2 STORY RESIDENCE a — NON-DISTURBANCE 1. ALL DRYWELLS AND CATCH BASINS SHALL BE PRECAST, BUFFER WITH PRESTSHALL CONFORM TO NASSAU COUANTY SPENINGS FOR T NDA�S)SAND D 2. EXISTING DRYWELLS SHALL BE CLEANED. Project Seal ZONE AREA I W 3. NO SPEED BUMPS ARE PERMITTED. (EL.6') 4. ALL LAWN AND PAVEMENT DRYWELLS SHALL BE _ WOOD D BULKHEA INTERCONNECTED AND SHALL NOT POND MOREZZ C DD _ i THAN 6"BEFORE OVERFLOWING TO THE STREET. �n ------ 4� 73 Gt.� 4, W /- MEAN HIGH WATER , - �, BROADWATERS ly�UJ`` M1 / Q 4- AS OF JULY 27,2011 / M PER.PECONIC SURVEYORS / o C35 COVE UILDING ZONE ORDINANCE W Cn CUTCHOGUE,TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SUBJECT PROPERTY CO 8.42* R-40 - 1500 MASON DRIVE TAX MAP - 1000-104.00-07.00 RUNOFF CALCULATIONS BASED ON DESIGN CRITERIA 3"PER HOUR REQUIRED VOLUME j �� 7 2"21 TYPE RAIN FALL AREA RUN OF REQUIRED SOuthold Town / / HR / FT FACTOR C. FT / HR - - ROOF 2"/12" 5,087 Sq,ft. 1.00 848 C.ft. 1 8-25-2021 BOARD OF TRUSTEES APP. / NO. DATE DESCRIPTION / PERVIOUS AREA 2"/12" 24,413 sq.ft. 0.17 692 c.ft. o issue revision TOTAL: 1,540 c.ft. o DRAWING TITLE / 3 PLOT PLAN DRYWELL PROVIDED SCALE: 4/46' = T-0° D.W.NO. DRYWELL&QUANTITY PROVIDED SITE PLAN C. FT / HR Q 1 (5)2 X 8'X 3.14 628 c.ft. 11_131 (5)2 X 8'X 3.14 628 c.ft. DRAWN BY CH DATE 3-23-2020 WOOD °A 1 (5)2 X 6'X 3.14 471 c.ft. SCALE 1/4'=11-0' TOTAL: 1,727 c.ft. PROJECrNO. 2014 ' DWG.N0. C.D. *ALL ELEVATIONS REFER TO NAVD88'DATUM LT L SYMBOL LEGEND a MASON DRI 4',•� ❑ MONUMENT FND F` �� _ 0 IP/ID FNO (50' WIDE) 3' _____''_-T- ® EP/IB m EDGE OF PAVLMENT Y^--------- 1IIa se — — ISET a1°'SPOT ELEVATIONS 9 —__-----�-- ---- ++ UTILITY POLE FIND, G W7RE FENq MON. i ;,qY � UTILITY POLE W/UCHT +i a' I 0 LIGHT POLE �,• �.�` 91 Ih / w SIGN 7% �•I ` l� VIRE HYDRANT ,11DRV yy PVC FENCE(PVC) STOCKADE FENCE(STK) I v —%—CHAIN LINK FENCE(CLF) O I i t WIRE FENCE MANHOLE I i 51 1 Im'A'-INLET I p S Y I 1 D-INLET 3 YARD INLET ©YARD INLET y 5 Z A/C UNIT ®GAS CAS TRIMEC METER TER d. } ®WATER METER I47 ME CdA O GAS VALVE 1 S pd WAIER VALVE Ql LEST H011 TREE S tin 1�STORY SHRUB * • 11 LAID I 1 RE'j/W� 0 WETLAND FLAG UNDER GROUND i i TAX IAT 10 D C DEPRESSED CURB C/l I O P,10 PLAT ",p PR.0 FE FENCE AS MASONRY FFL-14 , Ty O• PLAT PLATF°PN Il��l a I WW IMNGO.WELL ^STORY 4 w/ 6/W BAY WINDOW 'C,LyJ Y'3 I P C/E CELLAR ENTRANCE ♦� I I 1501 O/H OVERHANG 41' `v R/0 ROO;OVER I 4 R/0 I 789' CANT CANTILEVER RAfSOT CONC=-J's v GOL GENERALLY ON UM1E ®CROSS CUT I d Q STAKE CD 0/L ON UNE I I � TAX IAT 9.1 rl GRAPHIC SCALE I y 30 0 15 30 OX�RULKIId FEET+ BM1 73.57'r74°09'00.1 1.4' 1 inch = 30 ft. o" 04J��q W 1 LOT AREA pscA G j�f aPj m CWEO 1L 86• EC�� D.68 AC S �� •J 1• /i�6 BROADWATER GUARANTEED TO: i Tj j /$q9 A/ CO YL78 LLC FIDELITY NATIONAL TITLE INSURANCE COMPANY NOTE, NO VISIBLE WETLANDS WITH IN 300' NO VISIBLE WELLS WITH IN 150' OF SUBJECT PROPERTY OF SUBJECT PROPERTY i (FOR HEALTH DEPARTMENT USE ONLY) TEST HOLE rvor TOcAIF E C E II 'd E su U 0. GRADE ELEV 1350'TOPSOIL $F % ORAD(S SI ORANEBROWN SAND( AUG 2 SWO(SP) 7 2021 .,(P) SAND 10' WEN BRGWN SAND(SP) Southold Town 15• Board of Trustees WATER ENCOUNTERED AT 75' ' ROY K.REISSIG,P.E. 04-10-2021 1 2 104/12/20211 TEST HOLE ADDED JH CS 103 16 2021 BOH UPDATED MC MJS REV I DATE IDESCRIPTION BY I CHK OL J. SCALICE SURVEY OF PROPERTY FSO Vic^ land surveying SITUATE mjslandsurvey.com P:631-957-2400 CUTCHOGUE, TOWN OF SOUTHOLD !/�fySFh0-0505io� DR•MC CREW AL SCALE 1" = 30' TAX MAP NO SUFFOLK COUNTY, NEW YORK ANDDATE SURVEYED 07/08/2019 JOB No S19-1393 1000-104.00-07.00-009 001 �f.)mw[mx.•m.'�a�,wn'p w<�ra�uafx�aiAl,a a�(q M�(w onuvws)ou+xnmu row me rnawm m�V aarxm w��rna,r��asum.rs me i.m s�rx vart of Ana wmn W mb e,cm ns Mrewp rm.sew mos ID nwx mu s'uva�1 n[oa^�¢s mm o��uaM�aan v��'}'amo'v���s.we,�'��wxx+®(,NFA J c 6 LuLn 1500 Mason Drive Cutchogue NY r m- r�+ Or --— � wit ow 040 LIN � li�Y s�ns�4z�7tsahtoYp/DYt V4Wwa Ma IMA iK� a a � � �, � a�n �a•rr.n�rr � �yesAnm�r 04':zj Y r f1t not 1 M&W -410 �. � Amm A%om 004 pywWo e+�ss+na+r a6 a� ° e1.6A kf 4 i "+ rvoA° c1l,°�` € ��� ftas nr 1 9 ' >� ., a roea� R�w mat catiaxtts eraa 6 Zeno,t &4'?I Jet " =_ BROADWATER COVE ........... .r• °"�` / arm1C4Y 3 7w %�gGsERff X96' a / leaf LFOR K-,IL H UPARYME iT UW 02M a fl a x W 4 C �'1 GRAPHIC SCALE ........ C L 1 " E SURVEY OF PROPERTY lond surveying ATE 1t1jslo bdsurvey.com P 631-957-2400 CUT UE, TOWN OF SOUTHOLD aau rarer NO. 0,'�3t Wiy, NEW YOPK IMS a qa$ rn .wane r ara¢nt� v aw mn wwaer 4r�an aa.wwsr wca aoReryw �«r ��.n.ems as.. 1500Mason Drive Cutchogule NY . . RECEIPT SUFFOLK COUNTY GOVERNMENT SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES, DIVISION OF ENVIRONMENTAL QUALITY' OFFICE OF WASTEWATER MANAGEMENT, 360 YAPHANK AVENUE, SUITE 2C,YAPHANK, NY 11980 (631)852-5700 Today Date: 04/29/2021 Application: R-21-1105 Application Type: Single Family Residence Application Address: 1500 MASON DR Cutchogue, NY 11935 Project Name: LEWIS RESIDENCE-CUTCHOGUE Fee Allocation: Fee Item Description Fee Amount Amount Paid Amount Paid Total Balance Due Residential Public Water Onsite $465.00 $465.00 $465.00 $0.0C Sanitary System ---------•-------------------------------------.....---------------------------------------------------------...... Total: _ $465.00 $465.00 $465.00 $0.0C ..................................................................................................................... Receipt No. 423984 Payment Method Payment Ref.# Amount Paid Payment Date Payor Comments Credit Card $465.00 04/29/2021 Contact Info: L78, LLC JONATHAN LEWIS 159 HENRICKSON AVENUE ROCKVILLE CENTER, NY 11570 Work Description: NEW SANITARY SYSTEM e Page 1 of 2 ReA— of ? p0 `•' ��i` p www �_� d-o \ LITTLE 'O� .. tot \\P S M1 M cREFX � ���r�`• I d3S01 :rZ s " 6 ♦.' � A 8♦ 3 A� .urwnn 1{ �:e` �\�� lD.M I or-9e-w ,D0, 5?"I 10 2M7 1903 �♦� o° \ t e^ ♦•\5 8 ♦'m O .. __../ \ 8-08 +n p P \5 O.' M '� .111w, Asan.. 0&11.11 w\B{ "♦ ?A •Fp1 -23.'1 rN °♦ ,� 'q. 'M1\ r `�\0 �' 8W 3\1 rW � o1.80.18 1a b'C U \4 `e1 ` al r OG) A M1♦- �G �,n1 l�`�'__'�.,\ Ia BNcI ewa0i< 1 rxwsaTax � a 4 V °°o ` 5 g,A�c © ,�♦•� •�\ I �`! X11 ♦OP 0 ♦ 5 A ���\M1 ,M1` c $ ` BROADWATERS COVE 1a , • A a s O {?,♦ $w e" ,e \♦ M1 ,6.4P M1� 1{ TOWN OF SOUTHOLD 4 g ',• t 12 4� O I e � 8 Ncf ! ^ ... • �,F �C/ � aar 6! � I'2f m � t1ANc1 \ M1? 8\ `I V r9 .yyOYJ r4u m 8 1?Pl\� e �-�e.�\•• �I 5 � 2 a ���.. f2rp r.y 6 9a a1 � � ,"-♦%.PY'1 � , w O �`.. HAYWATER COVE s x)IOnm � °A.__�,_ H e { 'fA `� A n.i t0.3 Oaf pa♦, \;�% y /\ A E�`�'""`� _�_ .'w+x.. (211 '"" — -- �= "'__ "__ ww NOTICE ,1§P. COUNTY OF SUFFOLK © E °F SOUTROlO SECTION NO E _ •• _ _ _ _ Rea OPfoP Tax Service Agency r � N, r.�•R µ____ � _ ___ �� __'__ �..w--r_— � �. LxnryLUlbrRIrMT•1..xY„M1 a 104 D..�.. n .� rxlNelw lx l• `^ —__— o..w wu.--wv—_ .. rmcr xo ' res”' P t000 PROPERTY MM OFFICE LOCATION: (� � MAILING ADDRESS: Town Hall Annex �� ;�fl P.O. Box 1179 54375 State Route 25P Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 P r LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: October 13, 2021 Re: LWRP Coastal Consistency Review for L78, LLC, c/o JONATHAN LEWIS SCTM# 1000-104-7-9.1 Denise Bradley, RA on behalf of L78, LLC, c/o JONATHAN LEWIS requests a Wetland Permit to demolish existing single-story bungalow and construct a new two and one-half story dwelling with a basement (±6,675sq.ft.) that includes a 345sq.ft. front entrance, a 138sq.ft. balcony off master suite, and a 333sq.ft. second balcony off guest suite; install 660sq.ft. of proposed patios and walkway at the rear and side of the proposed dwelling; a proposed 8'x8' hot tub; a proposed 10'x11' outdoor shower enclosure that includes a 6'x10' shower and a 5'x10' changing area connected to a drywell, and the shower is open below and above; a 17'x17' octagonal shaped gazebo; and to abandon existing sanitary system and install a new I/A onsite wastewater system. Located: 1500 Mason Drive, Cutchogue. SCTM# 1000-104-7-9.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP. Note that the entire lot is located within a FEMA flood zone. The location of the residence is within a moderate risk of flooding area. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney i f Cantrell, Elizabeth From: Denise Bradley <db@brad leyarchitect.com> Sent: Tuesday, October 5, 2021 4:41 PM To: Cantrell, Elizabeth Subject: 1500 Mason Drive Hi Elizabeth, The Project plan will include the demolition of the existing home, a single story "bungalow". We have already spoken with the Building Department and we will meet with all demolition requirements as per the Town of Southold. We are aware of the septic system requirements. We have already filed with the Suffolk County Health Department and do have an engineered proposal presently under review by the county. We are planning to install the innovative alternative onsite wastewater system ( IA) We do have a proposed plan I could include in Friday's submission. Thank you for all your help Denise M. Bradley,AIA Principal/Architect Cell - 516-313-7774 Bradley Architect P.C. o:516.536.8585 f: 516.764.7507 w: www.bradleyarchitect.com ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i Cantrell, Elizabeth From: Denise Bradley <db@brad leyarchitect.com> Sent: Tuesday, October 5, 2021 1:13 PM To: Cantrell, Elizabeth Subject: Re: 1500 Mason Drive, Cutchogue; SCTM# 1000-104-7-9.1 Hi Elizabeth I received your message this morning. I wanted to send you the dimensions for review before I call. As far as the mailing and the two sets of drawings delivery I can either overnight for Thursday delivery or I thought of dropping off the plans on Friday If this makes receipt of fthe mailing notice easier, I am happy to do that. We are adding dimensionsto the patio and including the square footage of the patio underneath the second floor balcony on the resubmitted plans For now the Owner would like to include the Hot Tub we are moving it to meet the 10' setback. The Hot Tub is 8' x 8' The outdoor shower is a 10' x 11' enclosure that includes a 6' x 10' shower and a 5' x 10' changing area. The shower is open below and above and we will add a drywell to the drywell plan submitted on our proposal The overall dimension of the Gazebo is 17' x 17' with the corners cut to create an octagon The square footage of all three are including in the accessory structure sq. ft 308 as identified on A-0 III call shortly to make sure I an giving everything needed Thank you Denise M. Bradley, AIA Principal/Architect Bradley Architect P.C. o:516.536.8585 f. 516.764.7507 w: www.bradleyarchitect.com On Thu, Sep 30, 2021 at 3:30 PM Cantrell, Elizabeth<elizabethc@town.southold.n�us,>wrote: j Good afternoon, l E 1 r Regarding the application referenced, the Town building dept. had a quick review of your proposed project and determined that the proposed hot tub is too close to the side yard lot line. A hot tub must be at least 10 feet 1 away from a side yard lot line or you would need to apply for a Zoning"J3oard of Appeals variance for the current location. i E Also,there are no dimensions noted on the plans or in your written project description for the gazebo, outdoor shower or hot tub. Please update page A.0 to add the dimensions of these proposed structures and please email me the dimensions of the proposed in order to have the proposed added to the project description. It would also be advisable to hook the outdoor shower up to either its own drywell or one of the proposed on the plans as the Board of Trustees commonly require this. r t I If you/the property owner are amicable to relocating the hot-tub please send us two updated full sets of plans j no later than Friday, October 8th. The office only needs two sets as the other two sets that you originally sent were already sent out to the other Town committees performing reviews on the project. f 1 Senior Office Assistant Town of Southold i i Board of Trustees I Office: 631-765.1892 Email: elizabethc@southoldtownny. og 2 DiSalvo, Diane From: Denise Bradley <db@bradleyarchitect.com> Sent: Wednesday, September 15, 2021 2:00 PM To: DiSalvo, Diane Subject: Re: 1500 Mason Drive - L78 LLC Hi Diane, I would like to confirm you received the mailed package including paperwork needed and additional set of plans. I also owe you the square foot break down for the proposed exterior patio, balconies & Covered porch The covered porch at the front entrance is 345 sq.ft. The patios and walkway at the rear and side of the proposed home is 660 sq.ft. The second floor balconies totals 471 sq.ft. One balcony off of the Master Suite is 138 sq.ft. The second balcony of the guest suite is 333 sq.ft. At your convenience please confirm when we should stake out the property Thank you & Best Regards, Denise Bradley C#516-313-7774 Denise M. Bradley,AIA Principal/Architect Bradley Architect P.C. o:516.536.8585 f: 516.764.7507 w: www.bradlevarchitect.com On Mon,Aug 30, 2021 at 9:53 AM DiSalvo, Diane<diane.disalvo@town.southold.ny.us>wrote: Now that you are acting as Agent(we do still need the agent authorization signed by L78 LLC)—you must also fill out and sign the attached disclosure form. I i i As discussed—we will also need proof that Jonathan Lewis is a member of this LLC. 9 t 1 3 Please submit a more detailed project description (can be emailed)—for proposed exterior patios and second floor balconies. (will need dimensions and/or square footage). i Thank You 1 3 Di,,2we D�SnLvo Oj-f�ce Assistav�t SouzhoLd Towv�,Trustees P O -Pox 1179 Southold, NY (O31) j�5--18J2 Z Peter Young,Chairman Town Hall,53095 Main Rd. Lauren Standish, Secretary P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., October 13, 2021 the following recommendation was made: Moved by Carol Brown, seconded by Caroline Burghardt, it was RESOLVED to NOT SUPPORT the application of L78, LLC JONATHAN LEWIS to construct a new 2 Y2 story dwelling with a cellar, proposed exterior patios and second-floor balconies. Located: 1500 Mason Drive, Cutchogue. SCTM#104-7-9.1 Inspected by: Carol Brown, Maggie Merrill The CAC does Not Support the application because the proposed dwelling does not meet the required setbacks in accordance with Ch. 275. Vote of Council: Ayes: All Motion Carried Glenn Goldsmith,President Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President V; P.O.Box 1179 John M. Bredemeyer III Southold,New York 11971 Michael J.Domino eV3 61 Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 lot BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application Wetland Permit Application Administrative Permit Amendment/Transfer/Extensipn --V//—Received Application: W-27,21 �4--1 eceived Fee: $ 2S-0,00 ompleted Application: Incomplete: SEQRA Classification: Type I_ Type 11 Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): - t irLVW Consistency Ass f ssment Form Sent: —� CAC Referral Sent: () — %�Date of Inspection: ' 3, L AUG 2 7 M21 Receipt of CAC Report: Technical Review: d �n P7 Public Hearing Held: 10, R'00,-o Of T,ustees- Resolution: st Owner(s)Legal Name of Property (as shown on Deed): Mailing Address: �5 2 Phone Number: Suffolk County Tax Map Number: 1000 - jQA,oa - 0-(, C>0 — qd Property Location: (WAIA, (If necessary,provide LILCO Pole#, distanc4 to cross streets, and location) 0-r\ AGENT(If'applicable): hu� .. Vamb�k �bc Mailing Address: qW Arv,-� Email: 4\0 Phone Number: SoBoard of Trustees Applion GENERAL DATA Land Area(in square feet): Area Zoning: R- 4o Previous use of property: Intended use of property: �I� \� :6, vr��&Vy'e— Covenants and Restrictions on property? Yes No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? ✓ Yes No If"Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? ✓ Yes No Does the structure(s) on property have a valid Certificate of Occupancy? Yes No Prior permits/approvals for site improvements: Agency /. Date +i�a o l a 1 u�P C� t "l t 2 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): ���-.� '��1���G� t���� vim. �`�� �� -1 - �trQ� � �• so Board of Trustees A ligation PP WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: —VVe� � CDA-A-'- Area of wetlands on lot: �� �- square feet Percent coverage of lot: • ®� % i Closest distance between nearest existing structure and upland edge of wetlands: S feet Closest distance between nearest proposed structure and upland edge of wetlands:. feet Does the project involve excavation or filling? No ✓ Yes If yes,how much material will be excavated?i Zg�e,6 I cubic yards - 444 1( 3 How much material will be filled? a cubic yards Depth of which material will be removed or deposited: !A feet Proposed slope throughout the area of operations: �► — Manner in which material will be removed or deposited: 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): opo �.\ a n© A s f' so 40 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information L_( LVk_1 e��s Name of Action or Project: 'VV_090c2cA mu_)_ zAndklanni�q "&-cvv, UnAc- Project Location(describe,and attach a location map): OD L"00'�Xe' I K Brief Description of Proposed Action: VC0 ?o�� -kV �0(14\C ick a 2Y2 ,�� �� Ld�e� Name of Applicant or Sponsor: Telephone: K E-Mail;3�ewN&0_ Address: \, City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordina ce, NO YES administrative rule,or regulation? ❑ If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that E( may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)Warne aqd permit\4r approval: � `1 r—y 3.a.Total acreage of the site of the proposed action? .�Q _ _acres b.Total acreage to be physically disturbed? , ✓p acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? >C,83 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ��/ F-1Urban EJ Rural(non-agriculture) [:]Industrial EJ Commercial L1Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 so 40 5. is the proposed action, NO YES I/A a.A permitted use under the zoning regulations?b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO landscape? ❑ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: H ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? ®' ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES -ow —1 If No,describe method for providing wastewater treatment: S_I' :) — E( ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b. is the proposed action located in an archeological sensitive area? ❑ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? ❑ 16 Is the project site located in the 100 year flood plain? NO YES H ' = 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? dNO ❑YES ❑ �, b.Will storm water discharges be directed to established conveyance systems(runoff and st drains)? If Yes,briefly describe: ❑NO MYES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? � El Yes,describe: 1 AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor na e: Date: Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Pant I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur I. Will the proposed action create a material conflict with an adopted land use plan or zoning 1-�( regulations? u 2. Wil I the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or rfj affect existing infrastructure for mass transit, biking or walkway? L�JJ 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available enETy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, �] architectural or aesthetic resources? !� 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 I No,or , Moderate 1 small 11 to large impact impact may may I occur occur I Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? El I F—I Part 3-Determination of significance. The Lead Agency is responsible fort a completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should, in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. J, own of Soulho-0-Board of Twstees Name of Lead Agency Date r dR ateresidn a Prim or Type NaipeRespynsible Officer in Lead Agency Title of Responsible Officer X1, S b ignatui -f Responsi le Hifi cerin Lead Agency Signature of Preparer(if different from Responsible Officer) 'RINT pe4 Pa4 o,1 Board of Trustees Application AFFIDAVIT BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY,TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSIONTER.MIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERitiI OF THE PERMIT. i LN LA,,61 Signa of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS DAY OF '� ,20 , No is q� DHARAM DAVE SINGH NOTARY PUBLIC STATE OF NEW YORK QUEENS COUNTY LIC.#QA163494 8 COMM.EXP,--LUJ t � Board of Trustees Application - AUT]HCORIZATION , (Where the applicant is not the owner) we owners of the property identified as SCTM# 1000= Q0 in the down of Yor; ,'hereby authorises New to act as my,agent and handle all necessary work involved with the application,proeess for permits)from the,Southold Town Board of Trustees for this property. _ 4Prope ' Owner's Signature, PKoperty`Owner's Signature. ; SWORN TO BEFORE NfE THIS, DAY OF No U DARAM DAME SINCh NOTARY PUBLIC STATE OF NEW YORK QUEENS COUNT`( OC.#01 349428 COMM'. EXP. t 1 APPLICANT/AGENT/REPRESENTATWE TRANSACTIONAL DISCLOSURE FORM i 1 LLown f South Yld's C de'f Ethics ib ron#Ii o`f in 'est d e art' iii and em 1 ees.'Tlie se of is,form" 'to-•ovido'liiforitia io'w idh ;aI"rt etown•n Ie i n i cts_Of n terestandhll n id same. y� YOUR NAME: (Last name,first name,.rpiddle initial,unlessyoke applymg4d 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.) Building Tax grievance., -- =--- Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Dd,*',pef;aonally'(or through your,company,spouse,sibling,parettt-or child)have a"relation hilS v,+ifli amy officer or employee 'of the•ToWn of,S,outhold?""Relationship°''induct;il y blood,marriage;or-businessfinterest "Business`in rest'r means a•businosk inc lydin&a partnership,;in which the to%04 officer oriempl9ye has even a partial dwrier'ship'of(ni6ioytfient by).a corporation in wthlchtlic town officer orempltryee owns more than 5%ofthe 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 br position of that person Describe the relationship between yourself(the applicant/agcntfrepresentative)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 applic4nt (when the applicant is a corporation); B)the legal or benefic al,owner of any interest in a non-corporate entity(when the applicant is nota corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP 6 fI Submitted this day of 4 2�\ - Signaturo F Print Name Form TS I APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM, The jQwn of Soutbold's Code of Ethics prohibits conflicts of in on'the est oftown officers and elpgft cs The pis pg of this fors is to provide information which con.aleR the town of pgecihte cenniets of Interest and salow,it to take whatever action is necessary to avoid same: YOURNAME: `� ,!$`►'Ml (Last name,first name,jriddle.initial,unless you ar6,applying in the name of someone also 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 Bring Variance - .Change of Zone. Coastal Erosion Approval ofplat ` 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,balanee of this form and date and sign where indicated. Naive of person employed by the Town of Southold Title'or position of that person Describe the relationship between yourself(the applicant/agcot/representative)and the town officer-or employee.Either check the appropriate line A)through D)and/or describe in the space pmVidcd. The town officer or employee oihis or her'spouse,sibling,parent,or,child-is(check all,diat 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-tictual applicant. DESCRIPTION OF RELATIONS14IP Submitted this '1 of JL% 20 Signature Print Name Form TS,I = =, 1 "27-122- Glenn Goldsmith, President OF 01 Town Hall Annex A.Nicholas Krupski, Vice President '�� GAJ 54375 Route 25 John M. Bredemeyer Ill y P.O.Box 1179 Michael J. Domino %.%, ? Southold,NY 11971 Greg Williams '�' p� �� Telephone(631)765-1892 ��� facts Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 7, 2021 Denise Bradley, RA 110 North Park Avenue Rockville Centre, NY 11570 Re: Board of Trustees Application of L78, LLC, c/o Jonathan Lewis 1500 Mason Drive, Cutchogue SCTM# 1000-104-7-9.1 To�Whom It May Concern: You are receiving this letter as notice that, in accordance with the Governor's Executive Orders, this application is now scheduled to be heard by the Southold Town Board of Trustees via a combination of an in-person meeting and videoconferencing on Wednesday, October 20, 2021 beginning at 5:30 P.M. Please continue to check the Town's website as the meeting date approaches for the latest meeting agenda and videoconferencing information. Enclosed is an informational notice regarding the videoconferencing meeting and how to access the online meeting. Please mail a copy of the informational notice along with all other required paperwork to each of the adjacent property owners. Please keep a copy of said informational notice for your records so that you can access the meeting in order to have a conversation with the Board during your application review. ry Truly Y oV rs, Glenn Goldsmith, President Board of Trustees Glenn Goldsmith, President Town Hall Annex A. Nicholas Krupski, Vice President 54375 Route 25 John M. Bredemeyer III cfi���� OG��``ci P O. Box 1 179 Michael J. Domino N co Southold,NY 11971 Greg Williams Telephone(63 1) 765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of L78, LLC, c/o JONATHAN LEWIS COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED IN PLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE- COMPLETE THIS FORM ONEIGTHDAY OR LATER residing at/dba Cenk- usio being duly sworn, depose and say: 9 That on the tp day of CC—tb 3t6�_ , 20 ZI, I personally posted the property known as 1500 MAS©O ewe CvazqoroveF m I®0 -- jt3y — T— ct . by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, October 20, 2021. Dated: #ia u•e Sworn 16befare me this B E) da of Ccs 21 1' &4A-THAN LEWIS NOTARY PUBLIC-STATE OF NEW YORK Notary ublic ° $ Qualified in Nassau County My Commission Expires 10-31.2021 Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: L-19 LL(_ JoW.NTAANO els Iwo • 110,411 , 9, t NAME: ADDRESS: a $ CaO Pboo-h ms iso �4"ST K)ytc 1130TS AP;. 2-t C . Teen,tY Iry S F I 20 9 o Lavimis� NN L--NSv mec Qjowj mj 1 l S S q BFUca l? S\JSQN or s y ��recQ P,ar-Ae 12.,8 LvesT-(--_9v6-F Arc-. `encs-P[ NT 07(o70 ere'®rl Mane �r�3 3�®�$ Fal-M PMc� ® SultOe� Pte. 1 9y2. STATE OF NEW YORK COUNTY OF SUFFOLK LL-W is ,residing at I Sc� e N� ��� , being duly sworn, deposes and says that on the day of ®��CS `� , 20 ZL, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their 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 f�of Southold; that said Notices were mailed at the United States Post Office located at k �d� CM /2-SO Mec-Y._ INC.N� 11570 , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. I/-)Zj/?JX/V-�w at e Sworn to before me this I i�� Day of �m , 20 2—I JONATHAN LEWIS A l NOTARY PUBLIC-STATE OF NEW YORK o. Notary P' llc Qualified in Nassau.County My Commission Expires 10-31,2021 SENDER COMPLETE • COMPLETE 1, 111Com lite items 1,2,and 3. A. sl ure i ■ p 1i' Print your name and address on the reverse X13Agent .so that we can return the card to you. ❑Addressee Attach this card to the back of the mailplece, B. R elved b me e) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑•Yes (^am If YES,enter delivery address below: ❑No AD - IIIIIIIIIIIIIIII�If�IIIIIIII�III��I��II�f��Ilf. 3. Service Type 11Priority teredMjlTm ® ❑Adult Signature 11 Registered MaIITM i ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted _oe 0CertifiedMaW Delivery �7 Q Z 9 0700 Q Q Q O 3 2 7 - rl Certified Mall Restricted Delivery ❑Signature Confirmation*'" + 8 6 7 1 2 I collect on Delivery ElSignature Confirmation �`--••-•--- - I Collect on Delivery Restricted Delivery Restricted pelivery i —r71nsurIe-IdI Mall, IICf`6700 0®Oy -3.9-79, 0I710-Insured MailRI—'esltlriIc-tIieI/—d_I.DIeI IliI-vIei-Ir-y PS Form 3811,July 2020 PSN 7530-02-000-9053 (over$500) II�I0ffi IlI9lQI�It�I �I�IQI I0\I1II Domestic I,I Receipt eceipt _Ii ;daoaa un;ay°Rsawop E406-000-ZO YY pail 0E9G NSd OZOZ AIn� uuo'1 S$aeno) d Sd 180pelowsaao�eIAeA11a(3 Palo149e8 /U-119c PaioWaitiella uoeuliguop emleuBIS E3 _ 9EL9 QL2E b-1 ,aaoleuuUuaJ ejn3eu6lS❑ tiieaIUu, p399R.193 0 LQ6 QengeQ PatousmWPel06Ltianllea a� 91 Peic4sei IIeW PajayslBey❑ ne6 8£9ti ,7900 ` wPeJa4siBa8 7 NaA1ea Pa3o.Wsea eiiiva 31nPN[3®ssaidxgIreW 1411oVd 13em;euBIS#InpH❑ edRjaolAaS •E30 fr 1 ZZpI Xyv §Vbl? �hJsr ON E3 :nAoiaq ssaUppe i4aA11ep�a;ua'S3.111 �• �''f/J r is 0.J9 s,l❑ wa;1 wa4;ua�PHIP ssatppe,Ganpap S1 •Q :o;pesseippy e13IJjV •1. 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MIE.Oz .. r er r NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES TOWN'OF SOUTHOLD In the matter of applicant: 19� LL(, �� a� �`� SCTM# ®®® -io®i -7;®a, I YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: �ns ��-� a tiv v �.'/Z S kav-..� �t�e�ce, e_.- S�C .� 2: That.the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 15'�kk�C)' n we 6_ C_ CLIP 3._'7h4t'the project which is subject to Environmental Review-under Chapters t 96,111 and/or 275 of the Town Code is open to public comment on: HATE• C�ko�ve� Zo 2 You may contact the Trustees Office at 765=1892 or in.writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does notreference any other agency that might have to review same proposal. PROPERTY OWNERS NAME: MAILING ADDRESS: i'�� �. G��o� five- PHONE #: Ch1 - ` 3 - 30''i � AGENT: MAILING ADDRES : PHONE #:_ Enc: Copy of sketch or plan showing proposal for your convenience. ASON DRIVE � _ EPV1319 M (50'WIDE) .1394 4352 EPY f450 .f4.49 EDGE OF PAVEMENT IFFY+yd .1459 EPy+3 EPY 1445 N72!24'30"E 150.68' - � w � w �RfAR I I •4430 Q `� "- oQ'\���pl w I W DRIVEWAY u - h PLANTER fAYi�PCRQ1 a � s 2352 a 19O a fBS f3T2+ GARAGE 15TORY I G� DRIVEWAYI 20.0 U L 15T ORY w � I I PROPOS® 2 t2 SM = a W 51.5' �� LU p °1 c 'a I I O o Lcj I I 983' O W 3t5' 1 90= iSiORY w GAZEBO L L._LLLLLL ' L LLLLLLLL 4a 4n �� \Z� � LL COVERIDPORCHABV LLLlPAT10 LL BALCONY ABY �rLLLLLLLL F�1LLLLLLi5.0_LL LLLLLLLLL LLLLLLLLLL LLLLLLLLL i I 515' LLLLLLLL 481 LLLLLLLLL 295 I.w � •1231 � — —� — 5o I — o I 0 Z _ ,P------- ——————- - Nott-OBTURBAKEKFFER ;, Zc�1AREA Jim. iin• b it4B. r •07 I r WOOD BuLKHEADy— I --------------84i• LU S7 73-57' I ,-� - WAM // �� BROADWA TERS Al OF ULT 20 c PRECOKS �RS/ .1 COVE YEO / ar / WETLAND Y 1 942• •M �� 1 f Glenn Goldsmith,President ���gDFFQt Town Hall Annex A.Nicholas Krupski,Vice President A;4.�O oy 4 54375 Route 25 John M.Bredemeyer III P.O.Box 1179 try j Michael J.Domino �y o�� `> Southold,NY 11971 Greg Williams �Od Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESDAY, OCTOBER 20, 2021 at 5:OOPM & 5:30PM TOWN HALL MAIN MEETING HALL AND VIA ZOOM ONLINE PLATFORM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday, October 20, 2021 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. The public is invited to attend the meetings either in person or virtually via the Zoom online platform. Masks are required at all times when inside anV of the Town Buildings. Written comments may also be submitted via email to the Trustees Clerks at elizabethc@southoldtownny.gov and diane.disalvo@town.southold.ny.us. Said comments will be considered at the public hearing provided that they are submitted no later than 12:00 P.M. (Prevailing Time) on the day of the public hearing. The public will have access to view and listen to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. Further details about how to tune in to the meeting are on the Town's website at https://www.southoldtownny.gov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM —4:OOPM. Options for public attendance: • Online at the website zoom.us, click on "join a meeting" and enter the information below. Zoom Meeting ID: 843 4487 8128 Password: 533831 • Telephone: Call 1(646) 558-.8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6. To view the application files please visit, https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. Glenn Goldsmith, President Town Hall Annex Glenn Goldsmith,President O�Q 'fe0 Town Hall Annex A.Nicholas Krupski,Vice President Gy� i 54375 Route 25 John M.Bredemeyer IIIN z P.O.Box 1179 Michael J. Domino w0 ti Southold,NY 11971 Greg Williams y,� p! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BE ADVISED — AS PER CHAPTER 55 NOTICE OF PUBLIC HEARINGS Failure to submit the following originals to this office by or no later than 12:OOPM the day prior to the scheduled Public Hearing for your application will result in a postponement of said application. This office WILL NOT contact you to request said information: • All original white & green certified return receipt mail receipts stamped by U.S.P.S. • Completed original Proof of Mailing Form. Failure to submit the following originals to this office by or no later than 12:OOPM'the day of the scheduled Public Hearing for your application will result in a postponement of said application: • Original Affidavit of Posting form — DO NOT COMPLETE SAID FORM UNTIL THE GREEN SIGN HAS BEEN IN PLACE ON THE PROPERTY FOR AT LEAST SEVEN (7) FULL DAYS. Sign the form on the eighth day that the green notice of hearing sign has been up on said. premises. All green signature cards related to said application that were returned to your office should be either dropped off in our "Trustee drop box" or mailed into our office whenever they are received. These cards are not required prior to the Public Hearing, unless specifically requested for by this office. This specific requirement is subject to change. Board of Trustees App?"' 'ation PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & a -- NAME: rl 1-1-6 S-lei7- /0 day-,5'- I eaje- cat(ar g ju ��e�v� eSSa rS of— I /vrLr 14 ci-c rrsses � c / P N� 6�rrs trcS '�-60 V-e- STATE`OF NEW.XORK CQUNTY'OF,SUEFOLK residing at- be' ing'-,duly t-being duly sworn,-deposes and says,that on the day of '2C , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their 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 located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this -Day of ) 20 Notary Public NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing concernirr'g this property will be held by the Southold Town Board of Trustees both in-person and via the online Zoom platform. OWNER(S) OF RECORD: L78, LLC, c/o JONATHAN LEWIS SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish existing single-story bungalow and construct a new two and one-half story dwelling with a basement (±6,675sq.ft.) that includes a 345sq.ft. front entrance, a 138sq.ft. balcony off master suite, and a 333sq.ft. second balcony off guest suite; install 660sq.ft. of proposed patios and walkway at the rear and side of the proposed dwelling; a proposed 8'x8' hot tub; a proposed 10'x11' outdoor shower enclosure that includes a 6'x10' shower and a 5'x10' changing area connected to-a drywell, and the shower is open below and above; a 17'x17' octagonal shaped gazebo; and to abandon existing sanitary system and install a new I/A onsite wastewater system.. Located: 1500 Mason Drive, Cutchogue. SCTM# 1000-104-7-9.1 TIME & DATE OF PUBLIC HEARING: Wednesday, October 20., 2021 — at or about ,5,:30P.M. — Either in Person or via Zoom. To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you have an interest in this project, you are invited to view the Town file(s) through the Southold Town website. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 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 wl!t be evaluated ,as to its sic xt beneficial and•adverweffects upon the coastal area(which includes all of South6ld.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. -.Thins; -catch ansvve must-be ex `lained-in.deto' listin b6th"su ortiri" and non- sMortigg,facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it'ihall'•not be.undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.nora fork.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# po 0 PROJECT NAME ����v� 1�.P�JiS UL \S®o The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees U, 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital El Yconstruction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: �• Nature and extent of-action: \_ Location of action: 1 5©o �,�'�v e—, Site adrgage:,.. a Gib Present land use:: ggw& 2, _ 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: -fk L-�t r.!�j (b) Mailing address: (c) Telephone number:Area Code (d) Application number,if any: ; Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes,.M No El If yes,which state or federal agency? Z Ob?-D 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. ..Y Yes ❑ No, ❑ Not Applicabl t p' Y- K'. _ d� Attach additional sheets if necessary Policy 1 Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section —Policies Pages 3 through 6 for evaluation criteria Q. Yes No ❑ Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes FQ No ❑ Not Applicable ids ftudkeN Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LVVRP Section III—Policies Pages g through 16 for evaluation criteria Yes No ❑ Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —7ies Pages 16 through 21 for evaluation criteria Yes ❑ No ❑Not Applicable 6,` 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 LVVRP Section III—Policies; Pages,22 through 32 for evaluation criteria. Yes No !!(Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. V1 Yes ❑ No Not Applicable DO k nip 4� me 02- Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LVW Section III—Policies; Pages 34 through 38 for evaluation criteria. LnJYes ❑ No ❑ Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ YeTI No Not Applicable Attach additional sheets if necessary 40 40 WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. Q Yes ❑ No 1� Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town w ters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. F]Yes F] No Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No 1� Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Polici s; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No Not Applicable PREPARED BYYTITLE "�,V DATE • Z5 'L�I