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HomeMy WebLinkAbout1000-104.-7-9.1 OFFICE LOCATION: OF SO(Jryo MAILING ADDRESS: Town Hall Annex 01 0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 couffm o ® yo 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 RECEIVED Town of Southold r OCT 0 7 2021 LWRP CONSISTENCY ASSESSMENT FORM Southold Town A. INSTRUCTIONS Planning Board 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including.Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its sigzificanttt beneficial and-adverse effects,upon the coastal area which;includes all of Southold Town). 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus each AusWer must be ex'lamed-in detail. listing both gpMorting anal non- supoorthig facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B... DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 10 0 o - o�.oa � a � .�� 10 L4 - 7- �,, 1 PROJECT NAME _ 10� � 1-. J S Q, wc, 1Syo The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: ` Location of action: A-4 1 Z O wkc. w cA C� Site acreage: 6 G S Present land use: Present zoning classification: 9—" ''1 D 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: :pC ,a kY\01 (b) Mailing address: (c) Telephone number: Area Code( ;) (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ® No❑ If yes,which state or federal agency? "l 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. EJ Yes ❑ No ❑ Not Applicable11 ` 5 r Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section —Policies Pages 3 through 6 for evaluation criteria ❑ 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 ❑ No ❑ Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—PoIicies Pages 8 through 16 for evaluation criteria F] Yes M 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 IH —Poli ies Pages 16 through 21 for evaluation criteria Yes F] No F Not Applicable 6 A u G�` Q Ix Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. D LuJ .❑ Yes No No't Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of,Southold. See LV*W Section M — Policies Pages 32 through 34 for evaluation criteria. Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy S. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. FIM LiaJ Yes ❑ No ❑ Not Applicable V40 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. ❑ Ye5D No Not Applicable Attach additional sheets if necessary WORDING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No [u Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Tow;7sNOtApplicable ter . See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ElYes F] No Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—PoIicies; Pages 62 through 65 for evaluation criteria. ❑ Yes 1:1No M Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policis; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ NoO Not Applicable PREPARED BY E, \ RY-LI" TITLE "�VCJ_ DATE • Z� Z�Z *ALL ELEVATIONS REFER TO NAVD88'DATUM a' -,ON MBOL LEGEND MA � DRIV SY❑ MgNUMENT FNO °{�� „g •, (50' — d _ o :1 1:1.I BB--1_ P / FND SET Fa, i II-'SPOT ELEVATIONS --e—`-------- — ®150.68 ,` L_ 'Qn UTILITY POLE ---- 11ID GUY&IRE MON I .Ay o— UDUTY POLE W/UGHT r I 'N72°24'30"E_ *` LIGHT POLE FlRE HYDRANT RFgAR L tI yp PVC FENCE(PVC) 'Cv I ,I STOCKADE FENCE(STK) CHAIN UNK FENCE(CLF) I Oe I i`I LV IRE FENCE O I O ® MANHOLE mo 'A NILE ©•B'-INLET O. E' YAROINLET YARD INLET UNIT M ELE SI ELECTRIC METER I -0 �GAS ME1ER ,A I S E WATER METER m CEJ } �CAS VALVE 6'y O I I j pO WATER VALVE 1;?7 TEST HOLE TREE 1 STORY SHRUB v * , FRAME 0 BOLLARD RE610FT.'CE ♦WETLAND FLAG II� 45 TAX LOT 10 DC DEPRESSED CURB FLAT U; Q SND i FE FENCE 166' 7t' ' MAS MASONRY I 86 B' 1 290' PLAT PLATFORM I STORY N W W WINDDW WELL E RESIDEN 6/W BAY WINDOW b I P T 0 C/E CELLAR ENTRANCE 16.01 C/H OVERHANG "14 I I J!1• / ;.S` R/0 ROOF OVER +'"• R/0 1 28.9' CANTCANTILEVER I L Rats®CONC--• C O LCENERALLI ON UNE V 0 CROSS CUT Co STAKE Try I I 0/L ON UNE I GJ I I B 7I v TAX TAT 91 y GRAPHIC SCALE 11I 1y 30 0 15 30 .5 +03 µgOOD—BULKHEAD - —— ( IN FEET ) / v S74°09'00 a:+ 73.57'0�1 1 inch = 30 ft. �p1po,s_•� iv pWM�.1 M1µJEN� , oM •FO W != LOT AREA pzc 8�j bl w+ S 29.500 11 S F. PEP gG• Cn 0 68 AC 5h I• /�9 o s BROADWATER GUARANTEED TO CAIA rL78 LLC /SA9 v O�E FlDELITY NATIONAL TITLE INSURANCE COMPANY / NO VISIBLE WETLANDS WTM IN 300' NO VISIBLE WELLS WITH IN 150' OF SUBJECT PROPERTY OF SUBJECT PROPERTY 41 (FOR HEALTH DEPARTMENT USE ONLY) TEST HOLE T1/7 NOT TO SCALE �''°'�1 �J 111/ 2 0. GRADE ETEV 1350' b'sV r _ V ILf�" / TOPSOIL P BROWN SIL ROAN / SAND(SM) OOQt ORANGE BROWN 5' SAND(SP) ( AUG 2 BROWN SAND , H 7 2021 ( ---- ) i 10' WET BROWN I �` SAND(SP) ' Southold Town 15• hoard of Trustees WATER ENCOUNTERED AT 75' ROY K.REISSIG,P.E. 04-10-2021 204 12 2021 TEST HOLE ADDED JH CS i 03 16 2021 BOH UPDATED MC MJ5 REV I DATE IDESCRIPTION BY I CHK �EOJF NEW SCALICE OP's SURVEY OF PROPERTY 4io� land surveying SITUATCUTCHOGUE, TOWN OF SOUTHOLD mjslandsurvey.com P:631—957-2400 `/cfysFNDCREW: S LANO 5��,oe DR MC CALE:1" = 30' TAX MAP N0. DATE SURVEYED-07/08/2019 JOB No S79-1393 1000-104 00-07 00-009,001 SUFFOLK COUNTY, NEW YORK :,.raisi�rc t d 1500 Mason Drive Cutchogue NY r ' W ... >:;:�. , -.,., ��"�MpY��wu�w�' [•>- �. d.��� ��.?...���' ,�s IwMi i�` `N@dR>,a�yaa�� f�i A F. cWl► • ice' temme—s _-_ ,_,.....--- ,T .r-•wi.Y-1it.",.w• r i t ♦ � A r—•� pk.wet 1 1 ifr s••-�,+aari,r>agar r.,+m+a +t MM tr ) E 1 — semnr+oe t0aAm MCI isxE fma tat 1 � � y� �•O r..nrt Z) 1 0"OK 01st I a 4-4 law r SPK qu �t crt Nott +wry 1 ' tt*440+w:w 1 so ro[ ria,f0!'MO IU' 250 4440 k4A 04 am am },� it r r�q,�rcaiiert+t n ppw Ry r^U y tX E rfxw`ar w a on warwr -LAO MA00ft quL dye Qr� �arBS iAk ap j RJBRS6i3Ot C-10-ft l iy� o E AN s ar++c a +' tp Now t«sn t t + tat WiyiiH V 1 � bt cmm C r rufor of,a go U4 n EA S7@�,C w BROADWATER COVE VA]tOMtE �oanA�rT ,✓ �'�' f rie+r06 v 1tr lib' -0'A4Qi rcul now as iw �. OV %."cl POOK*Ti Or fk*".*mart (FOR HF ALTti C&PARTMENT USE ONLY i r f i r` u. GRAPHIC SCALE 36 36 L."rrrr�---,--n�irrrrr■i ( aNrm ) i (tech m 30 1L ALL ELEVATIOM REFER TO MAVO ,DATum E 7 t#VV800*4 NEW SCALICE SURVEY OF PROPERTY fond surveying &rUATE. r` jslondsurvey.com P:631-957-2400 CUTCW)GUE. TOWN OF SOUTHOLD L�t�LAW rrE rt tri rrt�v ria. YORK 7a iacul. E• W �6 SUFFOLK COUNTY, NEW RK � 6AEE 5A"YCb,,0IM/Mq .706►gar vo-Y',l6,1 Etlf16-E4+.IR�67.06—�' .E3LIh Mot '��3T:�w'.�Cs •n+.+r++w Nor +o`n..S'.+r...�,.r r "^ �w.r..� .w. """°r`"'S+"5.7. r�w"r'ia•�i.�rn r�?r�"�n7"�'w�`v"'�i.aw 1500 Mason Drive Cutchogue NY �1NM lBn B� ^Ca Bx iN fP" 9 '(rl-Q EE eEC.H_nL�E1, «]000 `�` , � L/TTLE d:� •. SEK5��1 I 07-04a P W m 01 f0}a 0>;;w e aay C � 1sf // >•�� �. O •/7: ,• J)�•• ^. „ __ ,e., iaNc1 ,,. N O4R�09 ,. � 15 __ \ 111 b 'Q O• "c,B",- �� 4^�) .an`nrW. of17 ao_ `. M1 ' °a fxlaf 'i } O ,]4Nc1 om; ew ,. rawusax � t V O BROADWATERS COVE �\ TOWN MOFwSOUTHOLD ow ?^ �\ 1 \ O 1 6 p. Inµg N - �b E� -- HAYWATER COVE I e ax ° a "' ®! A n��l'• 2n nn � ,e•�-• , ............... r� w E a_��� �~ " �y _ _ " u NOTICE ;ttiv. COUNTY OF SUFFOLK © K a SOUTNOLD SECTION NO E. .x... -�— �,.. jz1l O --„.�_ e..f..— _ e Real Property Tax Service Agency v a �,un,YbxRrar.,...a.xvltool N 104 xx�n{el —____ __ __ r Y�'H• F finex xo 7000 PROPERTY IMP 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 ::;:,` .... I I 4'0 STL COLUMN I I WI6X6 WWM :j (51� i I 6 ML VAPOR I —t �'. r-—--� To 14X24X12(D) I 6 MIL VAPOR 8'POURED Contact:- POURED CONCRETE I :l d� CONCRETE ( I I I I HAUNCH FOOTING 3/4 HR.FRE RATED I I d •. :I 1 FOUN AT1ON PROJECT DESIGNER: SEE DETAIL 2/DWG A9 DOOR-SELF CLOSING I Q I ( 18' 8' 8'( Q Bradley rth Pazk At venue of I I I 9'-9' 12'-4' I c�\ �Y �ED� / / \ Rockville Ctr.,NY 11570 ' I I I ( I I (2)13/4'X 117/8'LVL BEAM' I I I GRAVEL BED o I rt I LOCA OF _ — I (516)536-8585 LOCA OF LOCA OF I I O &BACKFILL 14' (4)#5 STEEL POST ABV. I I MATERIALS REINFORCEMENT I r I POST ABV. SEE DETAIL F POST ABV. UTILITY RM. 5 ( Contact:Denise Badley I DWG A.3 I I I I LOCA OF 1 HR.FRE RATED I I s' 3'-0' I I — — X - - - - - - — — •� �- GP WI 80111/8' (3)13/4'X 117/8'LVL BEAM / \L — I ,• 1 POST ABV. I WALLS CEILINGFLR JST i i Project Proposal tr — � I-- -- - - -- - -� - -- - - -,- - - GPSROT/8 @16'O.C.ABV. DETAIL 2 - HAUNCH FOOTING 4'CO 6 6 ES I @16'O.C.ABV. I I I I I SCALE:NONE I 4'0 STL COLUMN 6 MIL VAPOR I I I I AIR INTAKE TO 24X24X12(D) SEC.G2407 - --- - - - - - - - - - r — POURED CONCRETE I I I I CONCRETE sT1ARs I I HAUNCH FOOTING 7'-p'+ — — - — — _ — — — — — I NEW CONSTRUCTION SEE DETAIL 4/DWG A9 I SEE DETAIL 2/ ` f I I �� -••°- b 2112 STORY RESIDENCE DWG AI - - -- - -- - -- - - - - - - - - - - - - - - - - NEW FND STEP TO NEW FND I _ I I a I - I LOCA.OF I is I TO NEW FTG.DOWEL NEW FTG. 04'STEEL I I I I I POST ABY. LOCA OF W/(3)#5 STL WELDED 1R'(fHK) COLUMN GP WI 80117/8'FLR JST_ I ,_ I I POST ABV. ( I REINFORCEMENT STEEL PLATE (4)01/r Project Seal @16'O.C.ABV. � LOCA OF I I i I MASONRY 8 8 8 1 I I GP WI 80111/8'FLR JST POST ABV. I I I I ANCHOR ------„---R @16'O.C.ABV. N I °`' I I I SLAB W41 I6X6 WWM CONCRETE X R X tr J .:,` ,<I 21 •r I I I CONCRETE E.+� NI I I HAUNCH M '� I FOOTING UA Cn t L -ILOCA.OF L LOCA.y I POST ABV. POST ABV. I I : d ,; ",';j��'f W It _Z�k r i 1 • :• •I , d. 4 1 3'-8' I -xGP WI 80117/8'FLR JST 18' 8' 8'I CONCRETE SLAB ABV. I I `- NNN N \ � -OM1`� Q 4'CONCRETE SLAB ft"O.C.ABV. I ? ( I •: : •� a —�--- CID W/6X6 WWM - -77 ,� 6 MIL.VAPOR I d • • J - - - - - - -Q - - - - - - NEW FND STEP I TO NEW FND& I LOCA OF 24 DOWEL NEW FTG. 1 I POST ABV. TO NEW FTG At I y. LOCA OF I LOCA OF I W/(3)#5 STL. I I POST ABV. LJ I I POST ABY.zo I I REINFORCEMENT 8' a ' I LOCA OF I 3 DETAIL 3 - GARAGE FOUNDATION :• I I I I POST ABV. 1 — - - --- - - - - - - -- - - - - - - - - � I I- - ------ - - - - -- - - - - - - - - - - - - - -I I 4 >L1 SCALE:NONE - - zo I ,y I - 'rI C.. 4 AUG 2 7 2x21 �- ` - ---- - - - - - - - - - - -- - I I 1- - --- - - - - - - - --- -- -- -- -- - - -, -I NEW FND STEP ° - SHINGLE SIDING Southold 1o�-vn TO NEW FND& I 1 I i 112'CDX PLYWOOD DOWEL NEW FTG 8 8, 8 Al .:...:..;:. .: . 181 81 8'I _TO NEW FTG. CONCRETE SLAB ABY. '"� •j ' CONCRETE SLAB ABV. IYVIX WRAP W/(3)#5 STL -`? 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 . LDRY. M6 O.C.ABV. &LOCA,OF CIRCULATK)N ff GP WI 80117/8' POST ABV. = FND.BELOW a EACH SDE VENTILATION AS _ FLR ST 6-0, 6-0' 6-0' o 9'a CLC%K o W PER NYSRC SEC. @16'O.C.ABV. 1 I DN 2'X4'WOOD R303.3/M1506 I t o CIRCULATION I 94 HR FIRE RATED I } STUDS M6'o.C. Project Seal 12 13 1 12 12 VEN11LAT ON AS PER NYSRC SEC. RATED DOOR- OO 6X6 POST TO 1-6' 9'-0' 9'-0' I CLO. GP WI 80117/8'FLR JST SELF CLOSING (I FND.BELOW d - - - - - - - - - o (3)13/4'X 117/8'LVL BEAM PWD - R303.3/M1506 3-3 - - - @16'O.C.ABV. I CL GYPSUM BOARD -T - - - - - - - 4' I 1 - EACH SDE W.I.C. T TO 6X6 POST TO 6F1�BELOW I I g /%:� , '-T-, GP WI 80117/8'FLR JST BEAM BELOW 4� SEE DETAIL-E - i HR FRE RATED v 1 = 5/8'TYPE'X' � :r'`:: '" @16'O.C.ABV. I DWG A3 - - WAL1S CE1.I1G I e (3)13/4'X 117/8'LVL BEAM 0 1 V GYPSUM BOARD m Q LU EACH SDE �,,cr, l'. '.-.. ' 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.