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1000-104.-5-21.1
OFFICE LOCATION: OF SO �® MAILING ADDRESS: Town Hall Annex �® �® P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 G ® Telephone: 631 765-1938 cou 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: April 12, 2022 Re: LWRP Coastal Consistency Review for KAREN &ANTHONY DELORENZO SCTM# 1000-104-5-21.1 KAREN &ANTHONY DELORENZO request an Administrative Permit to remove the roof over existing attached garage and construct a 520 sq.ft. second floor storage area located in the north easterly side of premises; construction of an 8'x10' portico over the front door supported on two sides by adjacent structure and a structural column to existing deck. Located: 470 Haywaters Drive, Cutchogue. SCTM#: 1000-104-5=21.1 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 Policy Standards and therefore is CONSISTENT with the LWRP. 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. I .. ;...:; :. .. . q . . . . . ::..-F.: .... . .:- . I .. . . . I . . ..- : � . � .. : .......... : . . . � . .::....... .. .- : . .:,. .. .. .. ..: .: . I ... ... . . . . _. . . .. . . � . - I . :: I . :m,:.I .. .:::.*.. *., . ! ,:-. :, ... 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I..*:. ;: . .. . .... . ... .:.--: :--_ - . �:.:_- : . .:.:.:...:. :. : : .:, :..: : ::.::::::..' �'i:*:::::.:% !:. ,�11,I......:,. -...... .. . ....:::.::.::..... :..........::.:.: . . . . .... .. , . . I .�.. . . � .... ..... .. .: . ...... _ \ i• Location of action:...__470. Haywaters Drive _Cutcho ue, .NY 1193.5 SiteAM4-e 1.18 Present land use: - resiclent.ial Present zoning classification:- R-40 2; If anapplication for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: 3 Karen DeLorenzo Anthony(a) Name of applicant:. _ DeLorenzo (b) Mailing address:.. 182 80th Street, Brooklyn, NY 11209 c Telephone number:Area Code 917 1566 ' F :. (d) Application number,if any:- Will ny:\Hill the.action.be directly undertaken,.require funding,or approval by a state or federal agency? Yes U., No`'X-_: If yes,which state or federal:; enc : t 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 •t. 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 F minimizes adverse effects of.development.. See LWRP Section III—Policies; Page 2 for evaluation criteria. ,EJYes` No. Not Applicable `Altacfisifditional sheefis i�necessary"' Policy 2. Protect and preserve historic and archaeological 'resources.of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria 0 Yes.O No 0 Not Applicable • 1' Attacli.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 0 .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 F Section III—Policies Pages.8 through 16 for evaluation criteria " !` Yes E'er 'No Ex!] Not Applicable: f _ .Attach additional sheets if neoessaty _ - Policy 5. Protect and improver water quality and supply in the Town of.Southold:See LWRP Section III . Policies Pages 16 through 21 for evaluation criteria .' �.. Yes'0 No E]Not Applicable i. i Attach additioiiai iheets ifnecessary Policy 6. Protect and'restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III,—Policies; Pages 22 through 32 for evaluation criteria. Yes No Not Applicable 4. 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. 1 Yes No X y Not Applicable , 17 Attach additional sheets if necessary Policy 8: Minimize environmental`degradation in'Tdwu of Southold from solid waste .and hazardous substances and wastes. See LWRP Section III—Policies;.Pages 34 through 38 for evaluation criteria. ;Q.Yes . ; No Not Applicable PUBLIC COAST.POLICIES Policy 9. Provide'for public access to,'and recreational use of, coastal waters, public-lands,'and public resourcesof the Town-of Southold. See LWRP Section III Policies;Pages 38 through 46-for evaluation criteria. Y . No RX Not Applicable . Attach additional sheets if necessary- WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses m suitable locations. .See LWRP Section III-Policies; Pages 47 through'56 for evaluation criteria. n Yes ; No ❑ Not Applicable Attack additionals�eetsif necessary . r Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconie "Estuary and Town waters. See LWRP Section III-Policies; Pages 57 through 62 for evaluation criteria. � X Yes L 1 No❑ Not Applicable Attach addi'dW inecessary _. .__ _.:__: _.. __ . _�.._._.-_. Policy 12. Protect agricultural lands.in the .Town of Southold. See LWRP Section III-Policies; Pages 62 throughh6654or evaluation criteria. 1:1Yes' 1,-1f.No X❑ Not Applicable f; z. �- - -- Attach additional sheets if necessary - —' Policy 13. Promote appropriate.use and development.of energy and mineral .resources.'.See.LWRP Section III 'Policies;Pages 65 through 68 for evaluation criteria.' ' Yes 't "No ❑ Not Applicable 2. oo PREPARE B TITLE . DATE . �Cl�iul' Project Description: 470 Haywaters Drive Cutchogue Karen DeLorenzo and Anthony DeLorenzo request a Wetland Permit to remove roof over attached garage and construct second floor storage area of approximately 520 square feet above the existing garage located in the north easterly side of the home in accordance with the plans submitted with this application.Located 470 Haywaters Drive, Cutchogue. SCTM# 100-104-05- 21.1 Iierlvwu 091L97 , mn 4 m `a 5b• '✓ a+i s urR EK 01x301 a Oa1S•-zBr ,�„ e �} o ` y09`]., ,-P. -A 6`0. °- �M19-' aW`N,+• `Ba+12 �F• 4 lw wr T1n id J 'i*�� �`�poo ,P M1 9y 6,M1 - n4..-:;a zB„w.•`o++' muv .._._ sn ,0-014] 1x-18]-08 b ,O b . / '���'- 5•'„ -0 �' a W +B � - � 5 b1H° *� a W3 ii - w sia +e? B 1 pro P .6''1•”JA- II+,on`� t'�W P,�,I' v 0].x1.1] �•�� �, 'b'�' p0. a+5 n 1fi fi ,PI1 ' ` 2 OIJ81B � l• ,� n+° m lw�a � P,a+9, � 19 � r a bw up ry e.l 471 Gt _f eyO.a 2B 27 �, ® o �Pq•@ 7? 5bAlc1 4• c o•z+' � �G ° m 'mny.',6 P`�' �,9+ \ /' is Wq rEw� ,+1 ;PPI BROAOWATERS COVE sa 10 i° O +g,eP M1r ) TOWN OF SOUTHOLD \ \ t.. � T t °pe. a +zee. � .,J ..o....,.•�.n I 7 12 O • +aP` �, 1•/ VAlc a 4' 7 Ii s S 6 T 6 I n A\ �=tt � 0 ra4Y y e � �p � a az��mqo•' � / -St��\ " nmo, r ' � °° x9< r°° ._r2rp �9�fi19 et ®� $ N"�\ syG••-•AP sn'a�\`, HAYWATER COVE i s �•, q /� �,a s m w�& 1 I +5 , „Yog'� y I F•,o 14 m E --rte-- �o..u, --r_— X0^+ t NOTICE ^ y� COUNTY OF SUFFOLK © E �` SOUTMOLD SECTION NO G Real Property Tax Service Agency r N 1>�u. —_— _..u,--.—_ cwmrc.Ilm.Rxenw,a.xru•B+ °G 104 Ovax. a 131 Malm Ix lA —__— o.eu --.-- u--wx-- rzrw YY'Bg� w ]` Bic]x0 1000 PROPERTY x1M•1 p MAP CLIMATIC AND &ECORAPHIC DESIGN CRITERIA TABLE R301.20) ..�..< WIND DESIGN SUBJECT TO DAMAGE �' / FROM ARCH ITECTS' 6ROUND SPEED d TOI-00 SPECIAL WIND SEI5MIG ODD O'CONNELL 5NOW (MPH) RAPHIG hIIND BORN DE916N WEATHERING FROST LINE TERMITE� WINTER ICE FLOOD AIR MEAN ' ARCHITECT P.C. LOAD EFFECTS RE610N 1 DEBRIS CATE60RY a DEPTH tr DE516N BARRIER HAZARDS 0 FREEZIN5 ANNUAL k ZONE m f TEMP m REQUIRED h EMA INDEX I TEMP J CONNELL, AIA TODD O � 150w NO Na I MILE B BOF 3 FT MOD TO E FROM — SEVERE BF6 HEAVY j� YESFLOOD1500 OR 55. 1200 Veterans Memorial Highway COAST qN # Ll Suite 120 Hauppauge,NY 11788 MANUEL J DESIGN CRITERIA " P(631)650-6666 WINTER SUMMER ALTITUDE CORRECTION INDOOR DE516N DE516N TEMPERATURE HIGH TEMPERATURE F(631) 650-6667 ELEVATION LATITUDE HEATING GOOLIN6 FACTOR TEMPERATURE COOLING DIFFERENCE ----__ ____-- ZON I NO I NI=ORMATI ON (516)658-0325 ------ ------ ------ ------ - - - TOWN O� SOUTt-�OLD ;:r;rnf"��ili:Tf'�� rf"i i .r GOOLIN6 WIND WIND COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY TEMPERATURE VELOrd1r VELOCITY WET BULB SECTION: 104 BLOCK: 05 LOT(S): 21.1 DIFFERENCE HEATING GOOLIN6 ------ ------ ------ ZONE: R-40 REQUIRED EXISTING PROPOSED LOT AREA 40,000 SQ.FT. 51,610 50.FT. NO CHANGE LOT WIDTH 150 FT. 13x.68 FT. NO CHANGE TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS FRONT YARD 50 FT. ab.b FT. NO CHANGE REAR YARD (EDGE OF AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE FOLLOWING: WETLANDS) N/A 65' FT. NO CHANGE REAR YARD (EDGE OF 50 FT. 231.23' FT. NO CHANGE 2020 RESIDENTIAL CODE OF NEW YORK STATE PROPERTY LINE) PUBLICATION NOVEMBE=R 201a SIDE YARD (MIN) IS FT. 33.8 FT. NO GRANGE 2020 RESIDENTIAL CODE OF NEW YORK STATE SIDE YARD (ACG) 35 FT. 68.1 FT. NO CHANGE CHAPTERS 12-23 FOR MECHANICAL SYSTEMS BUILDING HEIGHT 35 FTJ2.5 STY. 25.4el FT 32.02 FT m 2020 RESIDENTIAL CODE OF NEW YORK STATE LOT COVERAGE 20 6.5 % NO GRANGE CHAPTERS 24 FOR FUEL 4 GAS 5Y5TEMS tri O 2020 RESIDENTIAL CODE OF NEW YORK STATE Z # CHAPTERS 25-33 FOR PLUMBING SYSTEMS d 2020 RESIDENTIAL CODE OF NEW YORK STATE LOTIBLDV. GLGS z �, CHAPTERS 34-42 FOR. ELECTRICAL SYSTEMS O 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE ZONE: R-40 50. FOOTAGE v Z A5 ADOPTED WITH THE 2018 IEGG LOT AREA 51,613.2 SQ.FT. THE PROJECT COMPLIANCE METHOD CHOSEN 15 TOTAL Z F UA-ALTERNATIVE AND A RE50HECK HAS BEEN SUBMITTED WITH THESE DRAWINGS. DWELLING 2,082.8 SQ.FT. Q�08-Y .8 REAR DECK 642SQ.FT. o�� 'a o I � � g m FRONT PORTICO as 50.FT. �<i W§W o La 51DE DECK q2.1 50.FT. mlu Q z� U) no, V DETACHED GARAGE 45116 50.FT. TOTAL 31362A SQ.FT. NIMM~0 V 6.5 % 4u���T� � o > OF p o UJ uUJ Fi,,nmfly~ N Q n / oo aj� � o�M00 $ / xv � []�x 1-Qal-:nopl-ou N 69° 25' 50" E WCAV - o" 418.8 ' n^ POUPO PIPE — — — — — —�-- —�.— —��—��— — —��—�----��----- — — —��---��—��— ,I,UUn �J • ,gyp � � V 263 • m• exisTIN6 / ,IQ,n PLOATINB GONG. ;t `t V WOOD DOCK • CAM ,p GARAGE p 111 q / W W WOOD WALK BEL BIAN 9 p1Opp 263' • x BLOCK GARB PLAT. / ((�0L _ EXIS AROIIFb K GONG.CARR ' hYNOW 015M 111111 - -{� , �('� Q 3J 423' .ANT e"?d, i M� LL O I c I 2�SgTCRY / I � 15TCRY PROPANE O /lilt I6ARA6E 6Qd92ATOR TANG GAP , Z� PROP05ED z0 ^�C'/ • SECOND / "L I FLOOR �..' U • WALKADDITION. TIDAL N" �N Q 1 4 2 STORY PROPOSED ► FRAME HOUSE 4 _ PORTICO • S GARAGE / 4� p EXIST.NOW Px* , " 0tt G' G� O/ Icy' �� ' �T tu lu y 3 J, Q ry• AG.uus , ° no _T v z • k 966- m <Uj �m / x x / L W gL&,K 000 PdJ10 PIPE , Z ----- - ----- - - ----------®-- ---T --- --- --- O S 6q° 23' S0" W — — — --- — --- ------- --- ------- ---FENCZ 1.4' OM/ 406.86 LU o Q WWII WILLIAM 9.."MIDBLEY.R N KO Z }- O Q Ua <T_ ' 3: 0 of ,- ���, o 1 z NJU o a OL � a H c m 0 OC 1� 15 O 2 PLOT PLAN I " " z z tu ry 4 z SCALE: 1" = 20'-0" — 7 0 o T1TODD O'CONNELL A RCH ITECT P.C. TODD O'CONNELL, AIA CLEAN SAND SHOULDER �7 \ 1200 Veterans Memorial Highway Suite 120 AREA. TYPICAL EXISTING ASPHALT ROAD SURFACE. Z_ 181-O'/MAX. C. t0 C. Hauppauge,NY 11788 FLOW GRADE �\ v P(631) 650-6666 F(631)650-6667 u, Q C(516)658-0325 - - D U. F- r r rr.. � /t f .r I— 0 0 0 W C,r r O �,� C7 f:rr1�T,rr.��r�; a:r_r._.�rr D0 � Goa / j � � = i � ( .. — �0 D 0o On D O CJ O Opp CLEAN GRAVEL FILL. /fin � � � r � � / � � � 6 MIN• 0 O o p p Q FILTER CLOTH o D p 0 a Q a o 4�� VERTICAL DO O o O DO o0 = UNEXCAVATED SOIL SLOPE FACE `I O oDQGpo 00000�� 0 a ODD 0 0 DD0 0 11111iilli o 0 BEDDING DETAIL PERSPECTIVE VIEW [HE - I- 8"THICK PRECAST FRENCH DRAIN DETAIL ��l L in CONCRETE TRAFFIC EXISTING GRASS AN FIRST STAKE TOWARD 7—' 36" MINIMUM 2 x 2 m BEARING SLAB. Scale: NTS SWALE AREA —/` ` PREVIOUSLY LAID BALE. FENCE POST N GRASS SHOULDER AREA. TYPICAL CAST IRON INLET GRATE&FRAME �7/`�—� �� i -� z GRADE GRAD® FLOWl_� _�"7 � _ WOVEN WIRE FENCE d v (6 x 6 - 10 / 10 WWF) Z '� -='- _ IIIII-III II-IIIII �i�– �`% n FILTER CLOTH _ v co LLLU _ ® ® ® ® ® ® CLEAN SAND& —' --� BOUND HAY BALES EMBED FILTER CLOTH RADE o4g° ® ® ® GRAVEL. i z ® ® ® ® ® PLACED ON CONTOUR MIN. 6" INTO GROUNDa� W 8'DIAMETER x 8'DEEP ���1 Z "$ J n, v PRECAST CONCRETE M Z_ ®® ® ® LEACHING RING. 1^ J 4" c F S p o L, 2 RE-BARS: STEEL PICKETS OR vi', 'a 012 2" x 2" STAKES 1 .5' to 2' IN GROUND. NOTE: o Zg} ®® IIIII= MAXIMUM DRAINAGE AREA o� > ��� �`� ® ® DRIVE STAKES FLUSH WITH TOP OF _ HAY BALES. 1/2 ACRE / 100 LINEAR FEET �° o CLEAN SAND&GRAVEL 0RPM u N GROUND ANCHORING DETAIL �� SECTION DETAILu � oo z WATER 2'-0"Min. 8'-0"Dia. 2'-0"Min. x IY STRAIN BALE DIKE DETAILS � � ical Section @ L,eachin Pools SILT FENCE DETAILS ~~<< SCALE: NTS GRASS SW LE DETAIL Scale: NTS SCALE: NTS � v m w 50' MIN. t BUT SUFFICIENT TO KEEP SEDIMENT ON SITE l4 Uzzl z ° F- HAY BAIL AND/OR E SILT FENCING W LU ISI O cI 0 a ¢ � a O Q Q W • o } O N r' Q z w Ct) o O Z o n v z Q N IN N O � w 0 1 Q4 O > N CN is z ° 4.I~ 4� f (Y i• O I �jJ CONSTRUCTION ENTRANCE - FOUNDATION OF COMF ACTED ,' t 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R,C.A. lu to FILL TO18" (Min.) ABOVE EXISTING GRADE FOR DRA NAGE. ila < ua iim IL PLAN VIEW Q UJ Q O �� i EXISTING GRADE NKO R 0 A DILI u CONSTRUCTION ENTRANCE FOUNDATION OF COMPACTED HAY BAIL AND/OR 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. O O� SILT FENCING FILL TO18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. IU It X C ROSS SEC TION ;LU C\, (� X N K- O 1 N � Q ° 2 �Lu , N ° w m ' N o �a Ncv z z TEMPORARY CONSTRUCTION ENTRANCE W ° N z SCALE: NTS '-=-� � �j j Q O� FQ- GENERAL NOTES DEMOLITION NOTES: I. REMOVE PARTITIONS SHOWN TO BE `"A R c H i-T E c°T s" I. CARBON MONOXIDE ALARMS AND CARBON REMOVED AS NOTED ON DW65.- SHORE AS CHITECT P.C. O'CONNELL +A"�R' MONOXIDE DETECTORS SHALL BE INSTALLED REQ'D AT LOAD BEARING PARTITIONS IN BUILDINGS AS REQUIRED IN ACCORDANCE WITH SECTION 915.2 OF 2020 NY5FG 2. CONTRACTOR SHALL BE CAREFUL AS TO TODD O'CONNELL, AIA (CARBON MONOXIDE DETECTION SYSTEMS) NOT DAMAGE EXISTING CONSTRUCTION THAT 1200 Veterans Memorial Highway FOR RESIDENTIAL BUILDINGS . INTER-WIRED REMAIN AND SHALL REPAIR ANY OF THESE suite 120 _ — — — — — — — — — FIRE/SMOKE AND CARBON MONOXIDE DAMAGES AS REQUIRED. Hauppauge,NY 11788 DETECTORS WITH BATTERY BACKUP AS PER 5. CONTRACTOR SHALL RE-ROUTE, RELOCATE OR P (631)650-6666 —'----'- —-— NFPA 72 AND 2020 NEW YORK STATE - - - - - (5) 2xI2 N7. BEAM I RESIDENTIAL GODS SEG. 8314 AND TE REMOVE (AS REOV) ALL EXISTING ELECTRICAL, F(631) 650-6667 (5) 2x12 WD. BEAM f-- -� 6X6 AGQ WOOD POST(TYP) PLUMBING AND HEATING LINES THAT INTERFERE C(516)658-0325 — W/POURED GONG. (TYP) ( SHALL BE INSTALLED IN DWELLING UNITS OUTSIDE OF EACH SEPARATE SLEEPING WITH NEW CONSTRUCTION. — — — — — AREA IN THE VICINITY OF THE BEDROOMS. �r,,r4f,r�rr,;:rr_;rrfbt :rr��.c�r;,,; WHERE A FUEL-BURNING APPLIANCE 15 I 2x10 DECK ® � ® LOCATED WITHIN A BEDROOM OR ITS J015T5 I ATTACHED BATHROOM, CARBON MONOXIDE DETECTION SHALL BE INSTALLED WITHIN THE BEDROOM. I 2. ALL ELECTRIC, WORK SHALL BE PERFORMED IN STRICT ACCORDANCE 2X10 LEDGER _ _ _ _ _ -_-_ WITH THE LATEST EDITION OF THE N.E.G. STAIRS I GUARD NOTE: ----- - - --- - - --- - - - - - - - — ® 4. ALL CONDITIONS AND DIMENSIONS (TO COMPLY WITH 2020 R.G. OF NYS 851 18312) TO BE VERIFIED IN FIELD BY THE -STAIRWAYS SHALL NOT BE LESS THAN 56" GENERAL CONTRACTOR AND REPORT IN CLEAR W I DTH ABOVE THE PERMITTED ANY DISCREPANCIES TO ARCHITECT HANDRAIL HEIGHT AND BELOW THE REOU I RED M I I PRIOR TO START OR CONTINUATION HEADROOM HEIGHT Ii-. K ~ � OF WORK -MINIMUM HEADROOM HEIGHT TO BE 6'-6" m to I 01 „ X I-1 X I-A 5. NO 6ALV. NAILS OR CONNECTORS IN X I I -MAX RISER SHALL NOT EXCEED SY4 N lU lu W W UJI AGQ. LUMBER ARE PERMITTED. ALL -MIN TREAD SHALL NOT BE LESS THAN 'a" Q CONNECTORS AND FASTENERS FOR AGQ -STAIR PROFILE: N051 NGS SHALL NOT BE z x I� Q X LUMBER MUST BE STAINLESS STEEL OR LESS THAN 3/4" NOR MORE THAN V4" v �y HOT DIPPED OALVAN I ZED 6-05. -HANDRA I L5 SHALL BE PROVIDED ON AT ^ ' E LAST ONE SIDE OF EACH STAIRWAY WITH m m z N 2xI0 F.J. `'' I 6. AS PER 2020 NYSRC SEG. R510 TWO OR MORE RISERS. TOP OF HANDRAIL O Z EACH HABITABLE ROOM SHALL HAVE SHALL NOT BE LE55 THAN 54" AND NOT v AT LEAST ONE OPERABLE WINDOW MORE THAN 55". ALL REQUIRED HANDRAILS I FOR EMERGENCY EGRESS WITH A MINIMUM CLEAR OPENING OF 5.77 50. SHALL BE CONTINUOUS TO THE FULL LENGHT FT. (GRADE FLOOR OPENINGS SHALL OF THE STAIRS FROM DIRECTLY ABOVE THE u4�o I HAVE A MINIMUM CLEAR OPENING OF TOP RISER OF A FLIGHT TO A POINT Qua UNF I N 1 SHED I 5.0 5Q. FT.). THE MIN. HT. OF '� I DIRECTLY ABOVE THE LOWEST RISER OF THE � ��3 9 BASEMENT OPENINGS TO BE 24" AND MINIMUM FLIGHT. ENDS SHALL BE RETURNED OR SHALL 7¢BELOW .JOIST I — W I DTH TO BE 20" AND THE BOTTOM TERMINATE IN NEWEL POSTS OR SAFETY u <o m I z >- Q OF OPENIN05 NO HIGHER THAN 5'-8" TERMINALS. HANDRAIL5 ADJACENT TO A WALL 3 o w — — A.F.F. SHALL HAVE A SPACE OF NOT LESS THAN IY2" _ Z v I BETWEEN THE WALL AND THE HANDRAIL. �3�� g m o,n p I — — I - 7. ALL WOOD POSTS SHALL BE BUILT } k o v I I � HANDRAILS SHALL NOT PR0.IEGT MORE THAN o����_Q — — UP WITH (2) 2X4'5 NAILED TOGETHER W/ 4Y2" ON EITHER SIDE OF THE STAIRWAY'. a ~4� ��o — — I Od NAILS 8" O.G. UNLESS OTHERWISE -GUARDS/RA I L I N05 ARE REG2U I RED FOR ANY z 14 tu o $ NOTED II SURFACE 50 ABOVE FLOOR OR ORADIE. ° a < ko0 5. ALL FRAM I N6 SHALL COMPLY W 1 TH -GUARDS/RA I L I NGS SHALL NOT HAVE A OAP <_°,,,8W p o I THE NEW YORK STATE RESIDENTIAL OF PASSAGE OF MORE THAN 4" "o 5§W o � N GODSH 9. ALL EXTERIOR PORCH/DECK/ 9�n o aMOMz m STAIR FRAMING TO BE ACQ T� o9 VA LUMBER-U.O.N. $ - 10. ALL ELECTRIC TO REMAIN AND Q MODIFIED TO ACCOMMODATE NEW OARAOE 5LA5 CONSTRUCTION. FINAL ELECTRIC TO } IBE DETERMINE IN THE FIELD -� v 11. ALL ANCHORS, STRAPPING AND CONNECTORS AND HARDWARE TO BE w SIMPSON STRONG TIE OR AN APPROVED 4 MANUFACTURE AND TO BE INSTALLED AS Q PER MANUFACTURE WRITTEN tV I INSTRUCTIONS- UNLE55 OTHERWISE NOTED w w A 12. ALL ENGINEERED LUMBER TO BE v A I I _ CLADDED AND SEAL AS REQUIRED 1 I TO PROTECT AGAINST THE 0 O O ( I WEATHER ENVIRONMENT z0 I Q jL--------- -- z > L ------ ---- -- ----------- R402.2 CONCRETE _ CONCRETE SHALL HAVE A MINIMUM 51PEGIFIED COMPRESSIVE STRENGTH OF FI cl AS SHOWN ON TABLE 8402.2 CONCRETE SUBJECT TO MODERATE OR SEVERE p WEATHERING AS INDICATED IN TABLE R501.2(I) SHALL BE AIR ENTRAINED AS 10 SPECIFIED IN TABLE R402.2 THE MAXIMUM WEIGHT OF FLY ASH, OTHER POZZOLANS, SILICA FUME, SLAG OR BLENDED CEMENTS THAT IS INCLUDED IN CONCRETE MIXTURES FOR GARAGE FLOOR SLABS AND FOR EXTERIOR PORCHES, tv - CARPORT SLABS AND STEPS THAT WILL BE EXPOSED TO DEICING CHEMICALS SHALL NOT EXCEED THE PERCENTAGES OF THE TOTAL WEIGHT OF GEMENTITIOU5 MATERIALS SPECIFIED IN SECTION 19.3.3.4 OF AGI 515. MATERIALS USED TO PRODUCE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE Q APPLICABLE 5TANDARD5 L15TED IN CHAPTERS ISI AND 20 OF AGI 515 OR AGI 552. < V MINIMUM SPECIFIED COMPRESSIVE LU STRENGTH° (F'cd tL( � W TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIALb !1— FOUNDATION FLOOR PLAi`1 NEGLIGIBLE MODERATE SEVERE _ z lu }- SCALE: 1/4„ - I,-O BASEMENT WALLS, FOUNDATION AND OTHER 2,500 2,500 2,500` O CONCRETE NOT EXPOSED TO THE WEATHERLU BASEMENT SLABS AND INTERIOR SLABS ON Q t—O LU 6 GRADE, EXCEPT ARAOE FLOOR SLABS. 2,500 2,500 2,500` WALL KEY KO BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR = - - EXIST TO BE REMOVED Z WALLS AND OTHER VERTICAL CONCRETE 2,500 5,000” 5,000d !� O WORK EXP05ED TO THE WEATHER I EXIST TO REMAIN Q l l PORCHES, CARPORT SLABS AND STEPS EXPOSED "`{ NEW WOOD FRAME GNST � (v v TO THE WEATHER, AND 6ARA&E FLOOR 2,500 3,000 3,500",'-1 SLABS ;. NEW POURED CONCRETE 0 4"x4" P05T UNLE55 OTHERWI FOR 51: 1 POUND PER SQUARE INCH=6.895 kPa NOTED 21!� N o 11 1 "d- a. 57RENOTH AT 28 DAYS - o l� J 1-1 b. SEE TABLE R301.20) FOR WEATHERING POTENTIAL ® HOLD DOWN A5 NOTED > cel c. CONCRETE IN THESE LOCATIONS THAT 15 SUBJECT TO FREEZING AND THAWING DURING ,� p CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE cl. HARD WIRED SMOKE o 0 O DETECTOR W/ BATTERY I cl. CONCRETE SHALL BE AIR-ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF BACK-UP cR o (n to !Y CONCRETE) SHALL BE NOT LESS THAN 5 PERCENT OF MORE THAN -7 PERCENT. ® (� CL_ °' " V w e. SEE SECTION 402.2 FOR MAXIMUM CEMENTITIOUS MATERIALS CONTENT. 80 GFM FAN TO EXTERIOR f. FOR 6ARA6E FLOORS WITH A 5TEEL-TROWELED FINISH, REDUCTION OF THE TOTAL AIR HARD WIRED CARBON MONO Ibg O Z 71 CONTENT (PERCENT BY VOLUME OF CONCRETE) TO NOT LE55 THAN 5 PERCENT 15 PERMITTED IF a DETECTOR W/ BATTERY BAG - N N z THE SPECIFIED COMPRESSIVE STRENGTH OF THE CONCRETE 15 INCREASED TO NOT LE55 THAN MIN 12" A.F.F. A5 PER [] 11 (V d Z 4,000 PSI. 2020 RESIDENTIAL GORE OF O JB SIE DENOTES EGRESS WINDOW [7 Q Q GENERAL NOTES ' DEMOLITION NOTES: I. REMOVE PARTITIONS SHOWN TO BE 7A OTC H"i T E c T s" I. CARBON MONOXIDE ALARMS AND CARBON REMOVED AS NOTED ON DWGS.- SHORE AS --TODD O'CONNELL ARCHITECT P.C. MONOXIDE DETECTORS SHALL BE INSTALLED REO'D AT LOAD BEARING PARTITIONS IN BUILDINGS AS REQUIRED IN ACCORDANCE WITH SECTION x15.2 OF 2020 NYSFG 2. CONTRACTOR SHALL BE CAREFUL AS TO TODD O'CONNELL, AIA (CARBON MONOXIDE DETECTION SYSTEMS) NOT DAMAGE EXISTING CONSTRUCTION THAT EXIST WOOD REMAIN AND SHALL REPAIR ANY OF THESE 1200 Veterans to 120 al Highway FOR RESIDENTIAL BUILDINGS . INTER-WIRED suite 1zo _BALCONY ABOVE_ _ _ _ _ FIRE/SMOKE AND CARBON MONOXIDE DAMAGES AS REQUIRED. Hauppauge,NY 11788 — DETECTORS WITH BATTERY BACKUP AS PER 5. CONTRACTOR SHALL RE-ROUTE, RELOCATE OR P(631) 650-6666 NFPA -72 AND 2020 NEW YORK STATE REMOVE (AS REQ'D) ALL EXISTING ELECTRICAL, F(631)650-6667 RESIDENTIAL CODE SEG. R514 AND R515 PLUMBING AND HEATING LINES THAT INTERFERE C(516)658-0325 SHALL BE INSTALLED IN DWELLING UNITS WITH NEW CONSTRUCTION. OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE VICINITY OF THE BEDROOMS. COVERED I WHERE A FUEL-BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM OR ITS EXIST WOOD OUTDOOR ATTACHED BATHROOM, CARBON MONOXIDE DECK 5ITTIN5 I DETECTION SHALL BE INSTALLED WITHIN THE BEDROOM. 2. ALL ELECTRIC WORK SHALL BE I Q PERFORMED IN STRICT ACCORDANCE QWITH THE LATEST EDITION OF THE N.E.G. STAIRS I GUARD NOTE: EXIST. EXIST. EXIST. 3 v 4. ALL CONDITIONS AND DIMENSIONS (TO COMPLY WITH 2020 R.G. OF NYS R31141;P,312) I- W TO BE VERIFIED IN FIELD BY THE -STAIRWAYS SHALL NOT BE LF-55 THAN 36" Kit N b GENERAL CONTRACTOR AND REPORT IN CLEAR WIDTH ABOVE THE PERMITTED w W ANY DISCREPANCIES TO ARCH I TELT HANDRAIL HEIGHT AND BELOW THE REQUIRED PRIOR TO START OR CONTINUATION HEADROOM HEIGHT OF WORK -MINIMUM HEADROOM HEIGHT TO BE 16'-8" 5. NO GALV. NAILS OR CONNECTORS IN -MAX RISER SHALL NOT EXCEED 8Y4 N ACG. LUMBER ARE PERMITTED. ALL -MIN TREAD SHALL NOT BE LESS THAN CI" D I N I NC ROOM KITCHEN CONNECTORS AND FASTENERS FOR AGQ -STAIR PROFILE: N05 i NC 5 SHALL NOT BE rr- # 71L C.H. 710-O.H. LUMBER MUST BE STAINLESS STEEL OR LESS THAN 3/4" NOR MORE THAN IY4" Q v 51TTINC AREA I I HOT DIPPED GALVANIZED 5-1955. -HANDRAILS SHALL BE PROVIDED ON AT C 8Q I I LEAST ONE SIDE OF EACH STAIRWAY !WITH 6. AS PER 2020 NYSRG SEG. R510 TWO OR MORE RISERS. TOP OF HANDRAIL p EACH HABITABLE ROOM SHALL HAVE SHALL NOT BE LESS THAN 34" AND NOT v z AT LEAST ONE OPERABLE WINDOW MORE THAN 38". ALL REQUIRED HANDRAILS FOR EMERGENCY EGRESS WITH A SHALL BE CONTINUOUS TO THE FULL LENGHT i I I MINIMUM CLEAR OPENING OF 5.7 SQ. cr=XIST. FT. (GRADE FLOOR OPENINGS SHALL OF THE STAIRS FROM DIRECTLY ABOVE THE j�z w HAVE A MINIMUM CLEAR OPENING OF TOP RISER OF A I-LIGHT TO A POINT Q tnohall-_5.0 SQ. FT.). THE MIN. HT. OF DIRECTLY ABOVE THE LOWEST RISER OF THE � �� q } OPEN I NGS TO BE 24" AND MINIMUM FLIGHT. ENDS SHALL BE RETURNED OR SHALL i W I DTH TO BE 20" AND THE BOTTOM TERM I NATE IN NEWEL POSTS OR SAFETY o EXISTING STEPS TO v F_,� � La REMAIN AND TO BE F OF OPENINGS NO HIGHER THAN 5'-95" TERMINALS. HANDRAILS ADJACENT TO A WALL vR'a o w PROTECTED DURING X LAUND Y A.F.F. SHALL HAVE A SPACE OF NOT LESS THAN V2 a _ z Z v v CONSTRUCTION. BETWEEN THE WALL AND THE HANDRAIL. 3 w x BATHROOM -�c.H Q o _ ____ wY w HANDRAILS SHALL NOT PROJECT MORE THAN � G� '7. ALL WOOD POSTS SHALL BE BUILT �_Q 4Y2 ON EITHER S 1 DE OF THE STAIRWAY. V-26 o o a} -------------- --"------- � O UP WITH (2) 2X4'S NAILED TOGETHER W/ 4 �Q� • 0 0 IOd NAILS 0 95" O.G. UNLESS OTHERWISE o GL. x EXIST. -GUARDS/RAI L I NGS ARE REQU I RED FOR ANY z H Q a o 2 w NOTED SURFACE 30" ABOVE FLOOR OR GRADE. z > W Q EXI 95. ALL FRAMING SHALL COMPLY WITH -GUARDS/RAI L I NGS SHALL NOT HAVE A GAP u °,�,o F o THE NEW YORK STATE RESIDENTIAL OF PASSAGE OF MORE THAN 4" v - PEND GL. — CODE 'LL> 'Q ��oc� TEXI JOIST UNDER a. ALL EXTERIOR PORCH/DECK/ I ABOVE POINT 1 STAIR FRAMING TO BE ACG � EXISTING STEPS TO � � LOAD. z LUMBER-U.O.N. EXIS REMAIN AND TO BE O PROVIDE 5/B" w�, ( 10. ALL ELECTRIC TO REMAIN AND a m Q PROTECTED DURING _ T'1'PE X 0 MODIFIED TO ACCOMMODATE NEW tu CONSTRUCTION. � I YPSUM 0 LREMOVE EXISTING W JLBOARD F- CONSTRUCTION. FINAL ELECTRIC, TO ® ON WALLS v BE DETERMINE I N THE FIELD O Q SKYLIGHT. PATCH ROOF � � IU z I � v m REMOVE EXISTING AS REQUIRED. w � AN1� CEILING. SKYLIGHT. PATCH ROOF W y F- 11. ALL ANCHORS, STRAPPING AND AS REQUIREyi w w n v = J CONNECTORS AND HARDWARE TO BE � SIMPSON STRONG TIE OR AN APPROVED REMOVE O � �J �®�bXb WD POST© EXISTING _� PARAOE ��z MANUFACTURE AND TO BE INSTALLED ASQ CEILING JOIST O '� O 0 O �'` O N 4X6 WD POST PER MANUFACTURE WRITTEN ABOVE• x z x % I INSTRUCTIONS- UNLESS OTHERWISE NOTED p a `®�4X4 WD POST 12. ALL ENGINEERED LUMBER TO BE p A REMOVE EXISTING BAY (ry �` A GLADDED AND SEAL AS REQUIRED O WINDOW. PORTICO ,�. ( w O ;�I STEEL PIPE _ TO PROTECT AGAINST THE s� v p 01 COLUMN 0. O 4I - I WEATHER ENVIRONMENTo IL O O 2X8 ACG WD I ■ HOLD-DOWN O F- d1 X ___0EXISTING V 16" O.G. E-PANEL TO mi BE LOCATED. 1 DE WOOD POST WITH FM I _ (2)2X10 ACG WD _ LLOGK SOLID UNDER — x z DECORATIVE COLUMN - - I WALL ABOVE o O WRAP AS SELECTED BY F-- --_—_— _—_---_-- v z ® 'i�W.H�—— — PATCH WALL A5 REQUIRED OWNER. 2 I�/"xaY" ML LVL 2 I� "xNV" ML LVL TO ACCOMMODATE FOR NEW SECOND FLOOR N N `! ADDITION. N � d O N D 101-011— b'-1 oyg" 13'-4y4.' PATCH WALL AS REQUIRED 0 p }O Q p TO ACCOMMODATE FOR Q 3(5 Q 3 4 NEW SECOND FLOOR ADDITION. PATCH WALL AS REQUIRED Q ul TO ACCOMMODATE FOR NEW SECOND FLOOR Z ADDITION. < �m ,L Q ily lu z FIRST FLOOR PLAN Q O <� ''' SCALE: I/4" = I'-O" `" `'`' KEY" 11 < Q N EXIST TO BE REMOVED N K O EXIST TO REMAINQ Ju t �/' NEW WOOD FRAME CNST -1tl� --"�- NEW POURED CONCRETEF!2_�t O 4"x4" POST UNLESS OTHEUL O v NOTED 3 tu AHOLD DOWN AS NOTED (U\HARD WIREDSMOKEDETECTOR W/ BATTERYBACK-UP m80 GFM FAN TO EXTERIO N O HARD WIRED CARBON MOIN E O Z aDETECTOR W/ BATTERY B N N z MIN 12" A.F.F. AS PERtb 2020 RESIDENTIAL CODE F�� o N . z LU SIE DENOTES EGRESS WINDOW ° off' a , �, ... GENERAL NOTES DEMOLITION NOTES: I. REMOVE PARTITIONS SHOWN TO BE 7'A R-E H II T ECT-S7 I. CARBON MONOXIDE ALARMS AND CARBON REMOVED A5 NOTED ON DW55.- SHORE AS TODD P.C. O'CONNELL MONOXIDE DETECTORS SHALL BE INSTALLED REQ'D AT LOAD BEARING PARTITIONS IN BUILDINGS AS REQUIRED IN ACCORDANCE WITH SECTION 815.2 OF 2020 NY51`0 2. CONTRACTOR SHALL BE CAREFUL AS TO TODD O'CONNELL, AIA (CARBON MONOXIDE DETECTION 5Y5TEMS) NOT DAMAGE EXISTING CONSTRUCTION THAT 1200 Veterans Memorial Highway FOR RESIDENTIAL BUILDINGS . INTER-WIRED REMAIN AND SHALL REPAIR ANY OF THESE suite 120 FIRE/SMOKE AND CARBON MONOXIDE DAMAGES AS REQUIRED. Hauppauge,NY 11788 — — DETECTORS WITH BATTERY BACKUP AS PER 5. CONTRACTOR SHALL RE-ROUTE, RELOCATE OR P(631)650-6666 _ — — — NFPA 72 AND 2020 NEW YORK STATE REMOVE (AS REQ'D) ALL EXISTING ELECTRICAL, F(631)650-6667 RESIDENTIAL GODS SEG. R314 AND 8315 SHALL BE INSTALLED IN DWELLING UNITS PLUMBING AND HEATING LINES THAT INTERFERE C(516)658-0325 — — — — — OUTSIDE OF EACH SEPARATE SLEEPING WITH NEW CONSTRUCTION. — — — — I AREA IN THE VICINITY OF THE BEDROOMS. s :dc;:rrxrr. i;rr; .rr.a, — _ — — — WHERE A FUEL-BURNING APPLIANCE 15 EXIST WOOD L- — — — — — EXIST WOOD I LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM, CARBON MONOXIDE DECK BELOW BALCONY I DETECTION SHALL BE INSTALLED WITHIN THE BEDROOM. I 2. ALL ELECTRIC WORK SHALL BE PERFORMED IN STRICT ACCORDANCE Q 0 ( WITH THE LATEST EDITION OF THE N.E.G. STAIRS 4 GUARD NOTE: EXIST. EXIST. EXIST. O 4. ALL CONDITIONS AND DIMENSIONS (TO COMPLY WITH 2020 R.G. OF NYS R311 4 8312) W I TO BE VERIFIED I N FIELD BY THE -STAIRWAYS SHALL NOT BE LE55 THAN 36" 8Q N.H. 8Q 8Q 11,14, X T EXIST. 8Q WH. I GENERAL CONTRACTOR AND REPORT IN CLEAR WIDTH ABOVE THE PERMITTED 5N �[ ANY DISCREPANCIES TO ARCHITECT HANDRAIL HEIGHT AND BELOW THE REQUIRED BEDROOM BEDROOM BATHROOM X W ( PRIOR TO START OR CONTINUATION HEADROOM HEIGHTin -71a OR NO GHANOE lu n of woRK MINIMUM HEADROOM HEIGHT TO BE 6'-8" m NO CHANGE CIL. w NO CHANGE MASTER I 5. NO GALV. NAILS OR CONNECTORS IN T_ � C.H. -MAX RISER SHALL NOT EXCEED SY4" N X AGO. LUMBER ARE PERMITTED. ALL -MIN TREAD SHALL NOT BE LESS THAN 9" FEXIST� �EXIST� BEDROOM w I CONNECTORS AND FASTENERS FOR ACG -STAIR PROFILE: N051NG5 SHALL NOT BE 50 LIOH4 To 56-LIOH� TO aN= O LUMBER MUST BE 5TAINLE55 STEEL OR LE55 THAN 3/4" NOR MORE THAN V4" z v 9EMAI*. 9EMAII(1. ° o HOT DIPPED GALVANIZED G-155. -HANDRAIL5 SHALL BE PROVIDED ON AT � I I — J O 10 w.H. I LEAST ONE SIDE OF EACH STAIRWAY WITH L.-J 6. A5 PER 2020 NYSRG SEG. R510 BATHRO I TWO OR MORE RISERS. TOP OF HANDRAIL p NO CHANGE (--- ---1 EACH HABITABLE ROOM SHALL HAVE SHALL NOT BE LE55 THAN 34" AND NOT v z _ EXIST. I AT LEAST ONE OPERABLE WINDOW16- T GL. rX15T� I5KYLIOHT TQ I FOR EMERGENCY EGRESS WITH A MORE THAN 38". ALL REQUIRED HANDRAILS w 5K$'LIGH'd TO ® GL EXIST. I REMAIN. II MINIMUM CLEAR OPENING OF 5.7 5Q. SHALL BE CONTINUOUS TO THE FULL LENGHT F N 9ll BELOW MA L———— J OF THE STAIRS FROM DIRECTLY ABOVE THE z u I FT. (GRADE FLOOR OPENINGS SHALL all BELow 122-N.H. �f X 121 N.H. SOFFIT TOP RISER OF A FLIGHT TO A POINT tL �- _ HAVE A MINIMUM CLEAR OPENING OF m �_ ---�-- --- - s - w -- --j- ----�----- w 12;N.H. I 5.0 50. FT.). THE MIN. HT. OF DIRECTLY ABOVE THE LOWEST RI SER OF THE �� OPEN I NGS TO BE 24" AND MINIMUM FLIGHT. ENDS SHALL BE RETURNED OR SHALL W I DTH TO BE 20" AND THE BOTTOM TERMINATE IN NEWEL POSTS OR SAFETY ° Q ® O EXIST. © O X — — OF OPENINGS NO HIGHER THAN 3'-8" TERMINALS. HANDRAILS ADJACENT TO A WALL -ol_"mo w LU — A.F.F. SHALL HAVE A SPACE OF NOT LE55 T _ Y �BELowTHAN U'2 a � Z �� 0 BEAM X — BETWEEN THE WALL AND THE HANDRAIL. <1,400 = v � X w w - ------131 To Pw6e ----- — 7. ALL WOOD POSTS SHALL BE BUILT HANDRAILS SHALL NOT PROJECT MORE THAN V}F t Q g v GL• w UP WITH (2) 2X4'S NAILED TOGETHER W/ 4Y2" ON EITHER SIDE OF THE STAIRWAY. 4 Q a Q° 2'-3" 8Q - IOd NAIL5 ® 8" O.G. UNLESS OTHERW15E -GUARDS/RAILINGS ARE REQUIRED FOiR ANY N 8 9 GL. X BELOW — — J NOTED „ lu SURFACE 30 ABOVE FLOOR OR GRADE. o�c' %_ 8. ALL FRAMING SHALL COMPLY WITH -GUARD5/RAILIN55 SHALL NOT HAVE A GAP (2)I5/4"XdY4" THE NEW YORK STATE RESIDENTIAL OF PA55AGE OF MORE THAN 4" Q _ v r-- r- --_- ML LVL CODELU opo SHOES I ATTIC I Q I 9. ALL EXTERIOR PORCH/DECK/ --AGGE55 I LI 57A I R FRAMING TO BE AGO -1~W } o° z I L--- J NEW EXTERIOR WALLS CONSTRUCTION -2" LUMBER-U.O.N. SHOE STORAGE I o — — — — I X 4" WOOD STUDS ® 16" O.G. PROVIDE a AS DE516NED R-15 AND 1/2" INTERIOR GYP. BD. (SEE 10. ALL ELECTRIC TO REMAIN AND Q d m o a o v p BY OTHERS. - - I SPECIFICATION AND NOTES) AND 1/2" MODIFIED TO ACCOMMODATE NEW EXTERIOR PLYWOOD 5HEATHING, AIR CONSTRUCTION. FINAL ELECTRIC TO L }I I I REMOVE EXISTING REMOVE EXISTING 1 I INFILTRATION BARRIER AND SIDING AS BE DETERMINE IN THE FIELD }- I -a I I SHOWN ON ELEVATIONS. PROVIDE Ys" t) � SKYLIGHT. PATCH ROOF SKYLIGHT. PATCH ROOF 2X10 G.J. ® I6" O.G. I 2XI0 G.J. ® I6" O.G. RIGID INSULATION BOARD BEHIND SIDING. 11. ALL ANCHORS, STRAPPING AND AS REQUIRED. AS REQUIRED. I I I CONNECTORS AND HARDWARE TO BE w O ISIMP50N STRONG TIE OR AN APPROVED �q i I NEW INTERIOR WALLS MANUFACTURE AND TO BE INSTALLED AS 1 I I GON5TRUCTION -2X6 d WOOD STUDS ® I6" O.G. PER MANUFACTURE WRITTEN m I i 5/8" INTERIOR GYP. BD. INSTRUCTIONS- UNLE55 OTHERWISE NOTED w w ON BOTH SIDES N LU ILI m......-..n__.m.._e_..•... _.._.•_.._. ( I w I I 12. ALL ENGINEERED LUMBER TO BE p CLADDED AND SEAL A5 REQUIRED (L 0 A I HERS WALK-IN CLOSET A5 A 0 DESIGNED BY OTHERS. _ TO PROTECT AGAINST THE Q WALL5: PAINTED FINAL LAYOUT TO BE WEATHER ENVIRONMENT O ( I 1 I FLOOR: HARDWOOD DETERMINED BY I O HOMEOWNER AND SUPPLIER. � z _ h I I I O o WALLS: PAINTED I Is "x 2" ML LVL in ®t z �.. Q f X6 WD POST FLOOR: HARDWOOD i — (2) /4 �4 ■ t-�6 W v z °,I ` I O I X 0RO DGR I O 1®14X6 WD POST N cl — •� cV cV i I I I I X I 19 I I (2)I�/4"X—V4n ML LVL ® 0 `0 4X4 WD POST Q Q O I--%t5)Y 5TEEL PIPE cl STANDING METAL ROOF %01 COLUMN N _ TO BE SELECTED 6'—IOyB" 6'—IOyB" 6'—by8" 6'—bs/8" 40, ■ HOLD—DOWN OVER 50# BUILDING FELT 13'—Oy4" 12'—IOy4" 2"XIO" LEDGER CONNECT WITH "38 t' ,0 AND 6" THROUGH BOLTS I' O.G. i�_i 26-83/8" ADDITION OVER EXISTING GARAGE STAGGER TECO JOISTS TO 011, LEDGER WITH ZING COATED OR HOT DIPPED GALVANIZED-TYP. z IL �u m 0 w - Q- o � �z 5ECOND FLOOR PLAN Q 0 �U HALL50ALE: 1/4" = 1'-0" 'L KEY N EXIST TO BE REMOVED NI Z EXIST TO REMAIN Q JU <T T� NEW WOOD FRAME CN5T fu V 77777 „. NEW POURED CONCRETE nnO O O ® 4"x4" P05T UNLESS OTHERWI �'� CL NOTED Z ® HOLD DOWN A5 NOTED UU c\j HARD WIRED SMOKE rc\j OO DETECTOR W/ BATTERY BACK-UP L c o m 0 ® 80 GFM FAN TO EXTERIOR r � tu y HARD WIRED CARBON MONO sy O Z aDETECTOR W/BATTERY BA 5 (V N N Z MIN 12" A.F.F. AS PER W 1 Q 2020 RESIDENTIAL CODE O D N Z SIE DENOTES EGRESS WINDOW -3 to 4 0 NNW X11 HtTECTS TODD O'CONNELL ARCHITECT P.C. r- TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631) 650-6666 F(631)650-6667 C(516)658-0325 frdar`n;�rsr�C; ;:r_r:�,�r, !n m r N z O v REMOVE EXISTING ROOF � RAFTERS UNDER PROPOSED Q���s SECOND FLOOR. PATCH o o EXISTING REMAINING ROOF AS F 4 }M REQUIRED. IN_flt; - w / \ CONGEALED ALUMINUM FLASHING. NIn Z �J Z 0.0 �Z0 / \ 4x3 ALUMINUM GUTTER W/ 4 N o° F LU O / \ 3x4 ALUMINUM LEADER TO o► S EE REMOVE EX15TINO FINISHES I I BE SELECTED BY OWNER Q 4 Z UNDER PROP05ED ON I X6 FA501 A BOARD DECORATIVE GABLE ROOF. I I W/ VENTED SOFFIT o �> °< / 2X4 G. . 16" O.G. PATCH ROOFING AS REQUIRED I I a o� z s o / \ TO ACCOMMODATE FOR NEW / PROVIDE ICE PROTECTION AS 0 m N° °z� \ \ ROOF CONSTRUCTION. �"Y35" �° / ( I PER Ra05.2.'1.1 WHICH � �_ / — \ REMOVE EXISTING / CONSISTS OF AT LEAST 2 o u� w 5 F 3 \ \ SKYLIGHT. PATCH ROOF / / I I LAYERS OF UNDERLAYMENT $� E o z m \„� / CEMENTED TOGETHER OR A z o AS REQUIRED. SELF-ADHERING POLYMER IQ \ \. / / I I MODIFIED BITUMEN SHEET TO S / 2X6 G. . I6" O.G. EXTEND A FROM EAVE'S / / � / (® ATTIC) EDGE TO A MIN. OF 24" INSIDE \ � ,YI I THE EXTERIOR WALL ��/ / LINE OF THE STRUCTURE } / v m ASPHALT SHINGLES TO / 2X10 R.R. ® 16" O.G. 2X10 R.R. ® 16" w O.G. BE SELECTED I I OVER 30# BUILDING l� 2X8 R.R. I I 2X8 R.R. \ / _ FELT 616" O.G. \ \ / / I I z lu // ( I 0 ®�6X6 WD P05T O OA IK A2XD R.R. 14X6 WD POST •. z - 6I6" O.G. / / w N !X %0 14X4 D POST WO STANDING METAL ROOF �j N z i'% 5)Y STEEL PIPE TO BE SELECTED `O X O �COLUMN } OVER 30# BUILDING 'J O N FELT tX O I ( ■ HOLD-DOWN zO ASPHALT 5HINGLE5 TO `A \0 + BE SELECTED j N OVER 30# BUILDING IN FELT %// N Q N � N — PROVIDE ICE PROTECTION A5 PER 2020 RESIDENTIAL CODE OF NYS -RC105.1.2 ICE BARRIERS WHICH CONSISTS OF AT LEAST 2 LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO EXTEND A FROM EAVES EDGE TO A MIN. OF 24" IN51DE THE EXTERIOR WALL LINE OF THE STRUCTURE-ROOF LE55 THAN 4.5:12 PITCH MUST ICE SHIELD ENTIRE ROOF. u to ROOF 8:12 OR STEEPER REQUIRES MIN 5 FT. FROM SAVE EDGE t l v � >� IL ua iim ois)�z LH ROOF FRAMINO PLAN Q O -lu SCALE: 1/4" = 1'-0" W'A`LL KEY (� _ - = EXIST TO BE REMOVED < N V Z EXIST TO REMAIN �O ?-- NEW WOOD FRAME GNST LU 3: 0 —" NEW POURED CONCRETE VO O O ® 4"x4" POST UNLE55 OTHE �� NOTED il- � Z JU ® HOLD DOWN AS NOTED N (1 C CD HARD WIRED SMOKE cv O DETECTOR W/ BATTERY 4-- a F BACK-UP 1 o m 0 OC ® 80 CFM FAN TO EXTERIO C= Un o N O HARD WIRED CARBON MO OXI E m O 1 z aDETECTOR W/ BATTERY B cV N z MIN 12" A.F.F. AS PER UJ N d Z • 2020 RESIDENTIAL CODE 20 SIE DENOTES EGRESS WINDOW L- m 0 0 o k.; TT. +32.02' HT. +32.02'OP OF PROPOSED RIDGE_ - - - - - -- - - - - ---- - - -- --- - ------ - - ---- - --- - - -- - --- - - - --- - - --- - -- -- - -- - - - -- -- - -- - - ----- - - - -- -- --- -- - - - - -- - --- - ---- - - - - -- -- - - -- - - - - - ---- - - - - TOP OF PROPOSED RIDOE R CH ITECTS' 14TODD O'CONNELL _ARCHITECT P.C. H �\{7 12 12 q �a TODD O'CONNELL, AIA TOP OF EXISTING RIDGE _ _-- -- --___-_-- _ -- ._ __--- -- --_-- -- __-_-- _ _.__-- _ - ___--- - --__._.-- _ - -____-- , __-- --.. .-.. _ -- -- -__. _ TOP OF EXISTING RIDGE , 1200 Veterans Memorial Highway HT. +28.4-1' / HT. +28.4q' Suite 120 Hauppauge,NY 11788 Fi Ill 1111111 11111116 2 P(631) 650-6666 / F(631)650-6667 C(516)658-0325 — - - - -- jrt(rrtflt. :rl-rf"+f�q.•f �fi'�.C-,�r�(i� f - - - I PROPOSED SECOND - -- - _ - - - - -- - - - - FLOOR I�P.�aTEA � HT. +21.10' HT. 6.67' PROPOSED TOP OF RIDGE_ - - - - / - - ----- --- _- - --- - --- - ---- - dJ ' d HT. +16.61' - - -- - - -- - - --- -- / - - -- i .0 I __ PROPOSED BAY TOP PLATE N , PROPOSED DAY TOP PLATE - -- _- -- - -- - -_ --_--- e ------- _ _- ----- _ _ —_ -_ _ i-1-1 _ I �_ � _i I_I_ � _ I Al I II II II II II it it II II I II �I - - --- -- - - - -- - - _-- -- ---_--- -- - ---- -- — - -- �- HT. +12.1'1' I WINDOW HEAD HEIGHT - --------_-- -- --,__,-- -- -- _ , I I WINDOW HEAD HEIGHT O HT. b b7' ---fl- -- z (V FTj r I --11 -- -111 - m u i 1 11 F 111 1A LJLJ � —1 ill I I I L 11 1 LL11 STIN6 FIRST FLOOR _ - _ 1-1—F-1 1 a - A- -- - -- - -- -_ _ il M � --- - ---- - ----- - -- -- - — --- - - - - -- Z 5 HT. 4.13' -FOE 11 1. EXISTING GARAGE 5 Q z ° p APPROX. LOWEST q' GRADE AROUND HOUSE - - - -- - - --- - - ----- - -- - - - -- - - - ----- - - -- - - - - - ----- -- - --- - - ---- - ----- - --- - - ----- - -- - - HT I HT. 0.0 - - - - - 6RADE AROUND HOUSE o o O HT. 0.0 o � <�QQ V H Q O ~d V FRONT ELEVATION �Quoz 50ALE: 1/4" = I'-0" Ulu 11 1:00 NM � 0<X4w—Q LU TOP OF PROPOSED RIDGE TOP OF PROPOSED R11v6EA&1\ o --- -- ----- HT. +52.02' ---- - -- - --- - T. 52.02 � V 10. O TO_P OF EXISTING RIDGE - - - - - -- - - --- -- - - - - -- --- - -- - - - - - - --- - - - - -- - - - ----- - - - -- - - - TOP OF EXISTING RIDGE !L O HT. +25.4q' - - - - - - - - - - - - ---- - -- - HT. +2b.4q' O IK V z � La _ � - PROPOSED 5EGOND � ---- - - --- - -- - - - - -- - ---- - ------ - --- -_ -- - - - - - - - -- - ---- - - - - - - - - - - -- -- - - -- - - - FLOOR _ � IOP PLA HT. +21.10' WINDOW HEAD HEIGHT n - HT. 6 b'1' TT PROPOSED TOP OF RIDGE_ _s- - _ - _ (tu lu II lel lu iim PROP05ED BAY TOP PLA TE n IL ^ �_ PROPOSED BAY TOP PLATE HT. HT. +12.11' - - - - - - - - - -- ---- - _ - - - - - - -- � ( ---- - ----- - --- - ----- - - --- - -- - ------- -- --- �} _.. ` WINDOW HEAD HEIGHT -- - -- - - - --- - - - - - - - - - - -- - - - - - - —- WINDOW HEAD HEI6FfT Z - HT. 1.J--1 Z FT DA 11 TT- - - - - - all - - FF - - - - - - _ Q O .�C _ N K iv — � m O -_ - 7 z _ - - - ll..l < E STING FIRST FLOOR - - -11-1 - _-_ _ 1-11-d – ---- - ---- - - - - - - - - - - - -i - - - - - _ _ _ _ - - - - - - - - HT. 4.13' f--. _ - - L 1 Z_ EXISTING 6ARA6E 5 B �/ l-U 3 APPROX. LOWEST - HT. 1.2q M1_ GRADE AROUND HOUSE HT. 0.0 =N a � m N N U! m W 5CC ti v p 0 FRONT ELEVATION c` 50ALE: 1/4" = I'-0" a -3 O La � La ARCHITECTS -TODD O'CON NELL OP OF PROPOSED RIDGE ARCHITECT P.C. +52.02' ------ -------- --- Top Of= PROPOSED P'loc'EAd-\ --TODD A HT. +52.02'\,V TODD O'CONNELL, AIA 1200 Veterans Memorial Highway TOP OF EXISTING RIDGE Suite 120 I TOP OF EXISTING Hauppauge,NY 11788 i�yHof, i,25AT RIDGE tf\ HT. +2_2b; 141; r 7 P (631)650-6666 F(631)650-6667 C(516)658-0325 PROPOSED SECOND FLOOR JQP P TTI I 1 -1 A-1-I I I I 1 11 HT. PS11NDON HEAD HEIGHT H I I I 11-1 HT. 6.67' 11 1 1 11 1 11 TITI Tl I 1 11 11 11 1 11 FTTT )POSED TOP OF RlDc7E I-T-1 FFT] JITF-1 FF 1111: T PROPOSED TiFT L 1 111 2ilI III Tf -1 1 11-r-11 2!d 11 F I I I 1 1-1-1- 1_LL.L I I I III III T-T I I I I I TJ I---I I I I I I I I-TT[T-FF, I I f 11 1 1 11 1 1 FTT M 111 I T-1-T I 1 11 1 T IL - PROPOSED BA( TOP PLATE T PROPOSED BAY L.I -L LLL I -L 1 [ 1 111 IL HT. +15.061 _713-1- _11 I-L.I IA I I L ININVOPq HEAD HEIGHT WINDOW HEAD HE16HT HT. cl.5' r p` _ -- - I O Z _FFF1 -IT 5TIN6 FIRST FLOOR n No %3 HT.-4.15- <§o oil tu EXISTINC7 C7ARAc7E SLIN13 V APPROX. LOWEST HT. 1-321, gmn,J� 3: Ili() - LU 0 mRIM x )-- MEV ISRADE AROU HT. 0.00 < 1 5 < .REAR ELEVATION SCALE: 1/4" 1'-0" Qx Of— tu TOP Olf- PROPOSED RIDGE_ 0 ---------- HT. +5:2.02' Top OF PROPOSED RiDeEk\ < HT. +52.02'kT 0 0 o ?� tu LU TOi' OF EXISTING RIDGE TOP OF EXISTING RIDGE 00 I[L tL I WW PROPOSED SECOND KNOOP4 HEAD HEIC7HT HT. 6.61' 1-1-M L= L I I J PROPOSED TOP OF RIDGE I I J-11 2: Of :�I__ FF FTT I I-T 11 1 1 1 11 1 I I I- I I 1 -1-1-TTIT 1 11 11 1 11 1 11 1 1 11 1 11 1 FFI_[_TI 1111 111 1111 11 1 [17TTI I I I Q LU I T ....... 1, O_ , 11; _14-1- 1 —1-IJ -1__1 i - I 4,TE z > it BAY TOP PL., PROPOSED BAY TOP PLATE 1 J Lf,I B HT. +12.1'7' IL P41NDOPq HEAD HEIGHT b— HT. 6.6'7' PqlNDOk4 HEAD HEI 11 1 -TIT I I I I I 1F7TI I IF 11 1 1 1 11 1 i I I I FtHT. cl.5 J_J... I -I I1T_FTF=M:1 -1 r Ill L ILI mN �I HIM L J 11 1 11 11 1 u_u_ E2QSTINO FIRST FLOOR III I I HT. 4.13' _0 0 cl E1-1-1 JU I= V IS) X000 ED El APPROX. LOWESTEXISTINO CA: �&E SLY0 o Q Q�` \ GRADE AROUND HOUSE HT. ;Vz XJ X QX. LO ST GRADE AROUND HOUSE\,]V 0 HT. .0 LU C=) > cv F Z � N O m tu 0 FRONT ELEVATION ME 0 cu (n C, < z SCALE: 1/4" = 1'-0" K LIU M < () < 5 Ks, "ARCHITECTS CONGEALED ALUMINUM FLA5HIN6. TODD O'EP.C.CT PROVIDE ICE PROTECTION AS -�r RICH PER 8905.2.1.1 WHICH TODD O'CONNELL, AIA GON51 STS OF AT LEAST 2 TOP OF PROP05ED RIDGE_ CO1LAYERS- OF UN T LEAST - ---- - --- TOP OF PROPOSED RID_6E 1200 Veterans Memorial Highway HT. +32.02' -- - --- _ ___-- _ �- _ _ _ --- _ _ _ --. _ --- _ -- _ _ -- _ -- _ _ - _ _ _ _ _ - - 2XI2 i`ZD6E-BOARD WITH`- - - -- - - - - _ - - -- - HT. +32.02' Suite 120 CONTINJOUS RIDGE VENT CEMENTED T06ETHER OR A Hauppauge,NY 11788 SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO P(631)650-6666 EXTEND A FROM EAVE'S F(631)650-6667 TOP OF EXI5TIN& RIDGE _ _ _-.. . _ _- - _ _ _ _ _ .. ,. _ _ -_ _ _ _ _ -_ _ _ ED6 TO MI 4 INSIDE TOP OF EXISTING RIDGE C(516) 658-0325 - - - - -- -- - - - - / - _ - - ` - - - - - - - - - - - - -THE EXTERIOR WALL- - -- - -- - --`----- - ---- - , HT. +28.49 / ® \ HT. +28.49 (®Xs OF ATTIC) LINE OF THE STRUCTURE �rnr,�C,r�� �: � {A; t� ,rrr O0. \ iY�r: i:iYif� G�fa:(cf_iw.f.G(Tfs 1 ASPHALT SHINOLE5 TO ®fib ATT I G 'Q,Q \ BE SELECTED / ® \ OVER 30# BUILDING PROVIDE R50 BATT IN5ULATION �6''� \\ FELT ®x PROVIDE BRIDGING 4x3 ALUMINUM GUTTER W/ / PROPOSED SECOND 3x4 ALUMINUM LEADER TO / �i BE SELECTED BY OWNER _ FLOOR.T to PLAT -- - ---- - ---- - -`--- - - -- - - - -- - - - -- -- - --- -- -- - - - ... - - - -- -- -- - --- - -- - - . - - - . .. - --- - .. ---- - - - - - - -- ON 1x6 FAsOIA BOARD HT +2111.10 W/ VENTED SOFFIT __ -- - - - --- --- -- ------ - ----- - ----- -- ------ - ----- - -----__ - _.- _ ____ - _ _ -- - - - - _ - - - _ -2X10_G.J...®_Ib"_.O.G..- - - -- - - -- --- - - -- - - - - ,_ WINDOW HEAD HEI6FfT ' - - - - `- ►—UPTURNED (S)f ?!4"XI6" MLtVL_ ___j .-._. _ ___._.--- _ ._._-- __ / - - - -- -- HT. 6.6'1' NEW EXTERIOR WALLS CONSTRUCTION -2" ' = X 4" WOOD 5TUD5 ® 16" O.G. PROVIDE - _ HIS HERS O R-15 AND 1/2" INTERIOR GYP. BD. (5EE _ tn PROPOSED_TOP OF RIDGE_ -- -- -_ _ __ _ _ -- -_ _ --- -. _ .__-- -- _-: - �' �� _ --- _ _ i i ( �.. +.ice WALLS: PAINTED _ ' - _ ,-n�i (n �.( a1 i�n ._ _ O ' - -- --- _-- - ----_ _ _ _ _ -- _ _ _ - - _ ._ _ b ,tiALL✓. PAII.ILD -._-_ - __-__ - _ __- - -----_- - ___ .__ ___.-._ _ ------ - -- ---`5PEG1� �.rrA�Iv,. }�i`w ,.OTE../ ,4ND 1� � - �� p HT. +16.61' / i ii ii FLOOR: HARDWOOD - p FLOOR: HARDWOOD EXTERIOR PLYWOOD SHEATHIN6, AIR 0 INFILTRATION BARRIER AND 51DIN6 AS = m N PROVIDE 838 BATT INSULATION 5HOWN ON ELEVATIONS. PROVIDE Y2" ALIGN FLOOR WITH EXISTING ADJACENT RI61D INSULATION BOARD BEHIND SIDING. P # __.... ._ __- MASTER BEDROOM FLOORI N6. - - - _ _ - _ - - --_ - ---- - ---- - PROPOSED BAY TOP PLATE ry z r 11 11 PROPOSED BAY TOP PLATE -- - — - -- - - - - --- - -- - - - - -- - i i i - HT. +12.1"1' �j WINDOW HEAD HEIGHT - - -- -- - - I - - - --- - - - ----- - -- - - - -- - - - - - - - - - - WINDOW HEAD HEIGHT tt z � HT. bbl' _.(2)IS/4"x2O" ML-LVL-' - - -—- - - HT. 9.5' �i' V z FTTI FLUSH (2)15/4 RXI I'Yg" N � ML LVL 11 Ya TJI 560 PRO SERIES 0 I6 O.G. "a n GARAOE o EX STING FIRST FLOOR M S ro W . HT. 4.13' ---- - ------- - -.----- - ---- - ------ - - - -- - -- -- ---- - ----- - -------- - ------- - - - - - -- -- - - - -- -- --- - -- ------ - ----- - ----- - ---- - -- - - - - - - - - - — o= zoo v LU cv _ EXISTING GARAGE 5 0 4 <a d� APPROX. LOWEST HT. I 9' M MON" GRADE AROUND HOUSE _ _ _ HT. O.O I GRADE AROUND D 5 o z EY] HT. O.O = F _� '. m W:A'. �LL> O uu.CkDa� v < o wMN. x � v m tu GROSS SECT I Oil A—A SCALE: 1/4" = 1'-0" w w O 0 F- T v O IN 14 N Q N - � to J.0 Q ) ju < z � < W -m now tu Q OI-W Z }-O to � Opp K cv IL p y �-- 2 LU LUio o ry O U O Z �J r a' m N (V Z i N U D z -7 cl �i D i SURVEY OF PROPERTY SIT UA T1, CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ., S.C. TAX No. 1000- 104-05-21 . 1 ��a B� F°OPEI SCALE 1 "=20' s ° ° OCTOBER 6, 1997 iloO OCTOBER 24, 20 6 RO16 EVISEDPDATE PROPOSEDEADDITIONS s ° FEBRUARY 8, 2017 ADD PROPOSED DRYWELLS M AREA = 51 ,610 sq. ft. 1 (TO TIE LINE) 1 .181 ac. N I UPLAND AREA = 29,290 sq. ff. WELLj " E G E � �` r' CERTIFIFD T POIE 'CP. 263 OVERHEAD WIRES �7 ! ° ° l O: -- uZlv�Lp2P GARAGE a. �— C ANTHONY DELORENZO I PM e ° *t A�'�' - 1 2022 O/ RICQ F jC 1� NI �tD263 ° ► �I rl a ONG' RB REIJ KE N • ./[APRON. ELGNN BLOCK CU ° a ° '' ° B .. °e '. .°'. . � Southold Town WAR NEQ ! °\Q�/ WHO. °° e ° ► e $"4.: . . . 4 . : ° e` ► ^ Board of Trustees N,E 5 pfd .o• 5 �\.: � . ° °, ° e : • ° ° ° °' I ` f�—r_�\II I wOpOT16 ° ° � ASP ° . LOT COVERAGE OF TO WN ° ° s .° a \�• e a '. .° .. , I BUILDABLE LAND (29,290 sq. ft.) a G C2) 1 1 e .° p ? ° B \ e°a RIPTIOMI AREA Y. LOT COVERAGE / V 02���\- \fJ�/ a• e' 6I�K GURg °I GONG' PPR°N° uNlt°NO 2 0 85 sq. ft. 7.1 all, P QFz(` \ B�LGIPN r HOUSE , ---- [�I GARAGE 430 sq. ft. 1.5% SQUARE DFP \ r a2? �a EXI5TIN6 DECK Ya�oAOG °° o W l DECKS & STEPS (INCLUDING THE PORTIONS OF THE 860 sq. ft. 2.9% EXISTING DECK BEING SQUARED OFF 65' — \ 10 <�, �' ► TOTAL .} 65'EXIST. DECK . 13,375 ILilt f� - p� �O DRAIN �L¢ IS�NK oou�Ni GN 99 'GRATE ' of 0" f�IPS ° e ° � dr, Ili, alr. w W o 0 In 1 •:. ' c, DRAINAGE MMM CALCULf1TlONS: r 6g"2 Ilr �OP�\5t 5�0\\00�\�EOG� w• N �Pa' . N . ROOF AREA (INCLUDING EXISTING HOUSE Sc PROPOSED PORCH): 2,360 sq. ft. 5C D� y�� 2,360 sq. ft. X 0.17 = 401 cu. fit. 401 cu, ft. / 42.2 = 9.5 Vertical P �� ft. of 8' dia. leaching pool required \400D ' 5 P p S NG / ° qY e .° PROVIDE (5) 8' dia. X 2' high STORM DRAIN POOLS HALT ° ASP ° DRNEW °' e ► I y 0 OV +Ill, ' 10 DNG N `/'`"' 323 / .'Q �'.d:--• 9s.s�� . SAN ow EXI`'EGK O NCE �g • LK A 1�I, o°p 0 V �7) PIR JN(�`� A' � � � FE W oa e a�L WpOD wP o w ey. GONpi .. e. i \ 1 c6 pEGKi �7 \ \•tP. » QP \'\ �06• a fvo D PTK Z 1� 1� I wp0 1 ��, _ 5 i f • o �.O�r� RQ L S N �I 11 3YL i! i+ U I R 13 p A�Pio V t I� (�O 050w) I � N LI TIDAL "�"°S L�.. O 11 ,ltf b m > ALL LEI c m �j L C_ 0/ RE 6p�. t� I:.1r Ari t° : ECCsO"' d'.^E t ~C tlt 'LO m Ilr, N� I DOA� iI N � ! s 6�U 5.' �r sLc I,�r EgEND A M( fir j r..j k, � Contin TOS Enr=neerinf;at 765-1560 b tore SBackfill,O Provide En ine�r's Certificati 7n 1 ` , -� 0pt the drainaace has been instal`ed to Coad~. A IiII c n Cr,! F, SEDIMENT CONTROLS IL R o lir Shail include but not be limited to: o A v�elE maintained Construction Entrance, J\, stabilization YY �,rSCe hacked Silt Fencing, H M ' al! a Seeding of exposed and/or inactive soils. A �o v y_111r all, �ILI o W U1APrOLdI l OF STOI 4".'' ar ki L, O!.f r3 ,�I�r ,.o• • . e , �e 5� Approv .dDUILDPZ 6g°2 S 0/F .I,EY, Jg• o TO�'VN O OUTLOLID S all, yITILLIp'M FO��E P PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVFD AND ADOPTED {{{ FOR SUCH USF BY Tf iL_.NEW YORK STATE LAND TITLE ASSOCIATION w N.Y.S. 1_1c. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin III SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR �.w EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERT117ICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isoksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Tittle Surveys – Subdivisions – Site Plans – Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI– PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFIFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 11586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947