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1000-55.-3-31
OFFICE LOCATION: 00 MAILING ADDRESS: Town Hall Annex o® P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) S. Telephone:631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: September 18, 2024 Re: LWRP Coastal Consistency Review for ELIZABETH RERISI & SAMUEL FISHMAN David Bergen on behalf of ELIZABETH RERISI & SAMUEL FISHMAN requests a Wetland Permit to construct a two-story, 2,878sq.ft. dwelling with entry porch, rear porch, side entry, basement entry and attached garage; install A/C units and generator; install an I/A OWTS system landward of dwelling; install a permeable driveway; install gutters to leaders to drywells to contain roof runoff; establish and perpetually maintain a 25 foot wide Non-Disturbance Buffer area along the landward edge of the top of the bank with a four (4) foot wide access path to the water. Located: 3085 Laurel Avenue, Southold. SCTM# 1000-55-3-31 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 action is CONSISTENT with the LWRP. The following is recommended to further policy 6. 1. Increase the width of the non-disturbance buffer. Specify that trees are not to be removed but can be "limbed up" as necessary to maintain a view. 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: Honorable Lori Hulse, Attorney Town of Southold RECEIVED LWRP CONSISTENCY ASSESSMENT FORM S E P 0.6 2024 Southo 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 significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or"no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. ,Thus. each answer must be explained in detail..listing both.suppo!ft and non- s1111porting 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# 1000 -55.-3 .31 PROJECT NAME Rerisi and Fishman Residence 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: Construct a single.family two story residence Location of action: 3085 Laurel Ave,Southold, NY 11971 Site acreage: -45 Present land use: Residential Present zoning classification: Residential 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: Elizabeth Rerisi and Samuel Fishman (b) Mailing address: 29 Whitman Ave,Syosset, NY 11791 (c) Telephone number: 516-921-2420 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No 0 If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Yes ❑ No ❑✓ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes❑ No 21 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 Wl Yes ❑ No❑ Not Applicable The inclusion of a 25 ft non-disturbance buffer landward of the wetlands Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria R1 Yes ❑ No❑ Not Applicable The significant setback from the wetlands plus the inclusion of a 25 foot non-disturbance buffer will prevent flooding and erosion into the wetlands and Long Creek. Attach'additional sheets ifnecessary Policy 5. Protect and improve water quality and supply in the Town of Southold.See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 0 Yes R No Dot Applicable The use of an IA Septic system along with drywells for roof runoff plus a permiable driveway will all protect water quality. Attach additional she 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. 0 Yes ❑No ❑ Not Applicable The significant setback of the house along with the inclusion of a 25 ft. non-disturbance buffer. Attach additional sheets ifnecessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes ❑No ✓❑ Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluatiop criteria. 0 Yes ❑ No ❑Not Applicable The inclusion of an IA Septic System will minimize environmental degradation from waste 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. n ❑ Y No 0 Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No W Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ✓❑Yes ❑ No❑Not Applicable Potential.runoff.mitigation from property into Long Creek is reduced by the signficant setback.and 25 ft non-disturbance buffer Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies;Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No M Not Applicable PREPARED BY David Bergen TITLE Agent DATE 9/ 1 /Xf two AWE Y Qr a nn fir nw cvojj Irt Mwl, OR CA WA, R CA'" t oo, Q az A - 1 -A i ' ,WA,, w All H .M bwd I I 0— -SPIT W UP ti a K y A WAR gtl; yo� Qy 7V 3r AV— 1 —. 140, 011 t0c 1 11 1_1 b JQ E i not 411 k lip Z QW1 M 07 AL zi O:IS all , I H H I I lips go gr 101 all; 12, KAO NO w SS U �}is'`3► s�! r'0;�.�'= '� ,� �� :i►�d�� .vrb`� —;.� �v fL,��9 s9�� ,��.i��,1��'/,�♦ `. �`\\' _ .� a �i,.`"\� 1 ► rg i'��yp' `� 'Y.'��j 1J��� �•Y� �Aw � Paz ; ;; w`�4 °J• IN All14 *1 r 1� � .ram h�.sa- �- ;�i�'•�.:_ ' t t :'�l`��1, .� �y �a� r� 04 ' j2.,a: - _ " �''t w.�� _l. � �g._ - �� a __ ^``i• �."__ x • �♦ a�� .�� �„ t .-.y- - .r L i. ice"'•-.�P':•-t w 4 - �iei� r .w._ s 1.1.L"I,, ka! '4 A—MA Af W41 WA, I 's ®R Nk gw 10C, tit ti, ro Vli AM Ak. jate- NP914 N. S A. Go gle Maps 3085 Laurel Ave 9 d' h Rd d� Dtd Nay f yry F+Y �f 9 P m ona North Fork F.—Farm `da G'o Dm:gWa Gregg 9 yeM Coo Pam•gIere y¢ Map data©2024 200 ft■ ' 3085 Laurel Ave O Directions Save Nearby Send to Share phone 9 3085 Laurel Ave,Southold,NY 11971 • 3HHM+QF Southold,New York Photos LONG CREEK A P P,0V{:=D 5 Y BOARD OF I�:USTEES Q N 89°48'44" E 60.78' TOWN OF SOUTHOLD SURVEY OF PROPERTY 9'3$'3•+" TIE LINE ALONG APPARENT SITUATE N 7 41 .08 2_3 HIGH WATER MARK ON 03/24/24 2.3 DAJE © O�^�r 1 , �r�1 SOUTHOLD °_ , — _ � 35 i� TOWN OF SOUTHOLD _ _ _ 2 3 � � � TOE OF BANK EQUALS SEAWARD LIMIT OF TIDAL WETLPN v / S U F F 0 L K COUNTY NEW Y O R K 3 — — _ — -,�---_— . ��8 ONE PE - - - 6= — — — TOP"bF BANK 0, % S.C. TAX No. 1000 55 03 31 �L 10.1 W W W W W\ W\ W W W •SOP 9Q yi W W ` W W Y W 1 W W I �12 � SCALE 1"=20' 10� OUNDv W W v W W W W W W W .•.� / 7C MARCH 25, 2024 0 O-M W W N W W W W W - -W �� '" 12.3 RocKOo MAY 22, 2024 ADD PROPOSED HOUSE 11\ --� [Z�O�N��Ey�AE(EL s) _ x.• 12 s JUNE 20, 2024 REVISED PROPOSED HOUSE O W X W W W SEPTEMBER 5, 2024 REVISED TO ADD ADDITIONAL STRUCTURE DIMENSIONS w v o \1.9 12.s __ - SEPTEMBER 17, 2024 ADDED TOP OF BANK TO THE EAST Z W W v OG \ ' \ \ \ AME "0%0 TOTAL LOT AREA = 19,755 sq. ft. 00 o g/�q .( fR (TO TIE LINE r /1 _—�' SS ) 0.454 ac. W � C W W W W W W W W W W W • 0Q ;7v O I 1 \ \ 11 1 \ �� 2 OR x4p t�j�4r o �• e.s 1 _ BUILDABLE LAND AREA = 18,478 sq. ft. w Jao��J4 �� \ \ _ —I 11 (TOTAL LOT AREA LOT AREA ' O 13 W 0 W W = W •N W V _ W W W v . \ % 1 1 1 o SEAWARD OF TOP OF BANK) O W W W W W W 12.0 Y-- -+ice �Y'• W Q �W W W 1 CERTIFIED T0. ELIZABETH RERISI x W W \ �- _ v L1y W W W \ \ \ \ � 2 94` 1 � SAMUEL FISHMAN —x� 1 FIDELITY NATIONAL TITLE INSURANCE COMPANY G( TITLE No. SP49996—S SPANO ABSTRACT SERVICE Corp. 13. \ 1 �NAGE NOTES: i �- - PIP ? 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 20. :;..:;: xi5.3 \ \ EXISTING ELEVATIONS ARE SHOWN THUS:xx.x :;r>•::. ::::•;. EXISTING CONTOUR LINES ARE SHOWN THUS: xx— — — —xx ..::::::.::::: ..... l F.FL. - FIRST FLOOR .( FRAME N0U 1s 1 1 ...........::P N . ?;'.>t ..42...........`�1 W L _ TOP OFWALL GE R ,L STOR t• fa - ew BOTTOM OF WALL ::. : .�5 .:::- ...::.:::.:rt:..`•:: : : ?:: !.....:`.. 8� J 2. FLOOD ZONE INFORMATION TAKEN FROM: ° FLOOD INSURANCE RATE MAP No. 36103CO158H q b x 1 s.1 ZONE AE: BASE FLOOD ELEVATIO NS DETERMINED " ZONE X: AREAS l" DETERMINED TO BE OUT SIDE T .. ......... ......................... ;.............. HE 0.2� ANNUAL CHANCE FLOODPLAIN. ............................ ';';.;' pP� GP• `.:...::::; t. ., .:. 2�2 3. PROPOSED SEPTIC SYSTEM: Z "' �11T5 :ii:: :H ::: ri:::::i:i............ ..... 1 �A •'�• a. : ."' ............•...... t PROPOSED EXPANSION POOL Vol ............................................ n :::::: .'..7.7.*.% ' : : :? :`.:....................: .`: o �y PRE `T,Ox , o .... .. .. PROPOSED LEACHING POOL 1' no rL'� �0 1 g ::. :p X;:r a x �►-n C f v `� / :` 3�.:...: :::::::::. ::.::. ::::::::::::::. 000 PROPOSED OWTS TANK LU :::::.:�A:o::: ;. ..:.:. ..�3�:: 16.8 ® PROPOSED 12 x 12 POLYLOK DISTRIBUTION BOX n '" y GT � 1 �`pRINCIPLJ:E�.OPE to x ,2 1, W BUIIDING .a �. / x' - � LOT COVERAGE OVER BUILDABLE LAND AREA ; � �rn - � o ^ �1�� �1 — _ W / '� DESCRIPTION AREA % LOT COVERAGE o o o c / Ta w b �f \ `J HOUSE 2,488 sq. ft. 13.5% ro �y u: 1m w; 1 `� 1500 t�-- 610 �NF°MON• I PORCHES 385 sq. ft. 2.1% N r / (10� 10(9 , x 175 o 17.5 Op 0O , TOTAL 2,873 sq. ft. 15.6% Lo � W — ��a7 x 17.3 J a«-WA VE 4 th 00 ESE Of 6. x 1 J7 16— _ x- � r6sEs PUBu 6� �§ Cl� Y YY 5(FtE� UNAUTHORIZED ALTERATION OR ADDITION X �y v �PUgUC WAR 1N TION OF SECTION 7209 OFIS SURVEY ISTHE NEW YORK STATE -S .r n YO lv �-J` lr EDUCATION LAW. �J ECEI9 COPIES OF THIS SURVEY MAP NOT BEARING bu THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN DWELLING S E P 3 d 202 SN PREPARED, ANRD ON Nis WHOMBEHAL THE THEE SING`USE AI WA R, COMPANY. GI GOVERNMENTAL AGENCY D Pu LENDING LISTED HEREON, AND $0'I�T^ TOYdIt To THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. DRAINAGE SYSTEM CALCULATIONS: ROOF AREA: 2,600 sq. ft. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR ESTABLISHED Nathan Taft Corwin III 2,600 sq. ft. X 0.17 = 442 cu. ft. BY THE LIALS,1�1A� ADOPTED 442 cu. ft. / 42.2 = 10.5 vertical ft. of 8' dia. leaching pool required TTTITTLLESiISSoI& i rK�T��� LAND Land Surveyor PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS `% c� PNSAFT0o9;'0��� G .• Successor To: Stanley J. Isaksen, Jr. L.S. Q Z: Joseph A. In gegno L.S. yl� PROPOSED 8> DIA. X 6> DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: �:::::::::r =r- _ � * = P�Q1 ' — 1 A 1 Title Surveys — Subdivisions — Site Plans — Construction Layout Q \y e I Fax (631 �P J�J �t�`2 �,• o � PHONE (631)727-2090 )727-1727 G�JS�` ��t�c� •......••'� ��Ci�, MAILING B DOR6 S .� OFFICES LOCATED AT qND s�¢ ,#q 1586 Main Road P.James port, New York 11947 0% Jamesport, New York 11947 N.Y.S. Lic. No. 50467 E—Mail: NCorwin30aol.com 44— A 4T-0" 2024 SEP 10 I 3 - 8"X8"SOLID WOOD W PORCH POST WRAP ac t8"L IN K TRIM (3)1-314" 11-7 VL W - zY. Uj r U Q 3 13 1 - ?8 -= L L Alq -_ -- -=I Ifl I i W ' Uj I I I ! to III I11 J _ STEPS TO GRADE I W ."_! c-, Ch III I,I x ) !� x I :C L41 G J S " I I,1 M W Pre-Fab/ Factory Built Fireplaces I;% I,i POST PORCHHOR 6" - '-fi" I M INTO WALL -_-I In accordance with chapter 7-s (� 10, factory-built fireplace inserts shall REAR P )RC I;1 7'4" Q POSTPORCH HDR I l G III , Y be UL listed and labeled and shall be I INTO WALL installed in accordance with the =" c a D ° i sl ( t_t_ W conditions of the listing. Factory-Built TW3052-3 ; I ! 1 Q F i i;l Tw3052-3 fireplaces shall be tested in accordance ! �` -- --- `W1 C1 } (2)1-3/4"x11-7/8"L'/L (2)1-3/4"xii-7/$"'LVL` I ( f 1 1.,1 U with UL 127. Hearths shall be installed in ! `./ accordance with the listing of the _ __ _ . . _...... __._.. _ w _..._...-- -- IJJ Z Fireplace & in accordance with NYS code I QE I, �i �` for Hearths & Hearth extension. Z, I "' ! I _ O Z J All Fireplace shall be equipped with an " - _._.�co E CLG SPLAY LINE G 2 8 sr= o I W exterior air supply. Exterior air ducts - -- - -� POST ! N W pp y ' POST "�- --_-- - _ (3)1-3/4"x16"LVL Il� shall be UL listed. Factory Built Chimneys i HOR I i HDR ® J shall be in accordance with chapter _ �� _ DINING i N I ,_ W �+ I I N " I 3: 10 Section R1005 Facto Built Chimneys. ! �' y ; , 1 S� O N! f-1 ° o I I 9'CLG. co i I CL� Z f- 0 Ln I `e° I I WOOD `� i i NOTE: GLAZING HAZARDOUS LOCATION: R308.4 ; ; _ _....__.__._.. N j `R MAST=R ¢ I I ': F.D. E I 3 ; cc: -' z CO , LIVING �i ° i � LU O INCLUDING BUT LIMITED TO THE FOLLOWING: ! i ¢ N `- S�! O ROOMrv (J iQ 4' 11`CLG. Q 11'CLG. I I cry WINDOWS, EXTERIOR FRENCH & SLIDING DRS °; C ; SAFETY GLAZING (TEMP GLASS) IS REQUIRED Plans indicates ANDERSEN series 400 Tilit Wash T I WOOD o WOOD AT GLAZING IN'A BUILDING WALL ENCLOSING X °' I I i BATHTUBS AND SHOWERS WHERE THE Model Numbers and shall be In accordance with R609 ! `�' ' " N '! _ "_ __„__ _-___...__.__ __......__ _..__. To be designed &installed as per manufacturers ,;_.._ BOTTOM EDGE OF THE GLAZING IS LESS l I /a" I I - -- - _ . s2".____-----__._'. specification for 140 ultimate design wind speed I =„j _ ! ; # ! E THAN 60 INCHES ABOVE A STANDING and Table 301.2 2 301.2 3 ` ~' ` ' ' ' I' �W o o f6 y SURFACE AND DRAIN INLET. ( )' ( ) I �! r a I I Z - Provide HP LOW-E4 glass; U = .30, SHGC= .30 ! x ti � -� z ^ I _ e[ - R I N' try i�° ~ fG +�-�i Q- �. -I I I Z U 7 O Df C� ! I ti 41' UL LISTED GAS I Q i Q, i i( J H o o - y a`o-c WET SURFACES: R308.4.5 EGRESS: shall meet R 310 i r -� �I I Y�- I ° v 12 I ' BEARING i PRE-FAB FIREPLACE -6" c� 1 w = E o ` WINDOW FALL PROTECTION: shall meet R312.2 i , ! X o I , r W .- ° a ° I iv GLASS DOORS& '� P, w Q a S Z GLAZING IN WALLS, ENCLOSURES CONTAINING Substitutions made upon meeting Code. , _. i watt HEARTH EXTENSION =�� ( ! �3 N sri W>}� _w° w i 1 Q U 1] C C o WHIRLPOOL, BATH TUBS, SHOWERS, See a e one general notes for additional ~i I ! I '' z o fl ° ° a AS PER RESIDENTAIL I v ! I I N !i ` I w ` page 9 i 2-2x10 i I CENTER t;i+ 'S Z-� E $ Y SWIMMING POOLS, HOT TUBS WHERE TH BOTTOM __._.. _...__ CODE-CHAPTER 10 _ I• •. _ I Q w- ° �, ,� m ° Y code requirements. ! 1 q ! ; W+NDOW i i j , 2= _ ° N 7 A Cx . O VENT TO EXTERIOR ! KLT-CL1E .- c o m - °c 3 EDGE OF THE !GLASS IS LESS THAN 60" I 1 0 ; . WITH ISLAND j!; ; w U°� = I m c o c 2 C� o ' 1 " 1 f r " ¢ ( r + f _.___ .-_ .._._-`a l; .>�f"'} M t�+- C' r- °.0 N U MEASURED VERTICALLY ABOVE ANY STANDING OR $-3 3-2' 2-1 �j I 1 w000 l 3 !; ` Q LL m j a ° 8 �, ° = a°21: w WALKING SURFACE SHALL BE CLASSIFIED A5 5'/a _.._ 5'/" ----,i O w N N " - R312.2 WINDOW FALL PROTECTION NOTE �; �' 11'-s" I 6'-5"i �' 1 I I : ' .____.___.._.___._. i : m _ N PER TABLE R308.3.1(1)AND R308.3.1(2) ( _._ .._...___.._ __. _ ; __........_..__.._ _._.. _ ,� 1 '' w (( i � 00 TOP OF THE WINDOW SILL SHALL t -- m ': c w Z IR i s ° C r= E o a -�' ( I 1 " _- cr c WALK-IN " 4 3-2xi0 i i "a cn �, m E V rn BE A MINIMUM OF 24 ABOVE THE FINISHED - I 3-2x10 + I EXCEPTION: GLAZING THAT IS MORE THEN 60" CLOSET, - �! ti ` Q _8 _ ¢ `- N wi (5)1-3/4"x11-7/8'� LVL FLUSH o c� MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FLOOR AND GREATER THAN 72"ABOVE THE s'CLG• I 9'CLG. m; - __- : = v _ _______3-__._------ ----_ _____a _ .)ro o = _ C»- °' IM FINISHED GRADE OR OTHER SURFACES i N wooD - wooD - ------- --- - =_=.Y=-------- r --� " � Cr ° FROM THE WATERS EDGE = 5,$„ ( I; -a e- I BELOW ON THE EXTERIOR SIDE OF THE SAFETY GLAZING IS REQUIRED ADJACENT TO BUILDING. SHALLCOMPLYAS FOLLOWS: ? ; ;$ UP I HAL F WALK°< STAIRWAYS, LANDINGS, AND RAMPS WITHIN 17R �I I I z i 36 INCHES HORIZONTALLY OF WALKING SURFACE R312.2.2 WINDOW OPENING CONTROL DEVICES: :�I m 2-6„ OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM WINDOW OPENING CONTROL DEVICE SHALL M "'' I I o I COMPLY WITH ASTM F 2000.THE OPENING I w US .�� TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN I z ° _ `� -' ! i DEVICE AFTER OPERATION TO RELEASE THE € ¢ 7 `o _3'-�". CONCRETE STEPS i I EXPOSED SURFACE OF GLASS IS LESS THAN ; w r 60 INCHESABOVE THE NOSE OF THE TREAD DEVICE SHALL ALLOW THE WINDOW TO i ; -' _ i ..-',__. ...-.._.. =_.___ ---AND LANDING I �AJ- _�21$" 2.�" FULLY OPEN TO MEET THE CLEAR OPENING z¢ o": _ i/x" "' + " OR WALKING SURFACE. l `-- = "" " 48W ' 1.f 3..._ 3'-0" $ 9'-11/ _ E HANDRAIL& I ! 2 Cn .. - ( \. a s { y_.._........,.... _ �s j AS REQUIRE TO MEET EGRESS R310.2.1 ( ¢o w ; '; K.BATH, �' ns_,_:..m_ i STAIRCASE �` ` ' -=�v, + GUARDRAILAS REQUIRED i %"I 1 -, I LL�U_t9 w i �. CER TILE tii _. - � 4 O w i I I _.... ! ram.. PANTRY BY CODE i `' _ ; Q = 3 1 N , i i 00 0 �? "' ' i ! _ _ -7�-7/:_ ,. _ _. ' 18'-7Yz" _.. ... 1 , , ` ►-,,m►�-F-o < } ..._ Lj ? 5'lz (5Ya LAUNDRYD 1 Q "Z W I , , 1 ao: m @�'S m :ii i l ; b I •-. i {' , OPEN T<�?ABOVE, o "`c? c} 9'CLG , TILE " W 1 f , " . ° T , , DRY WASH E i f POST IN R M ` GUSTO POST IN __ _._ ____ WALL FROM I _6" SHWR LL FROM t HEADER IN" LL HE R IN _ 2ND FLOOR CLG. $„ i _ OF = r LINE OR ABOVE "� ( '< 28x80H..._ -�-s- ---:.`� -- ---- - INSULATION , �: - I LLJ I j I 4 iI N I �_ {2)1-3/4"xii-7/8"LUt FLUSH WOOD STEPS �? I" " o� R302.5.1 OPENING PROTECTION, i eL' + j O `✓ INSULATED SOLID -}CORE /STEEL �Z�{ I C•7 !•"i -ti I DOOR,`6-FA Vl1+C M,5 IkA C15.------ ; 1 i I ICD WEATHER STRIPPED R-21 GATT W/SELF CLOSING DEVICE. t I W INSULATION i € ; 1 1 j . . FOYER I I y >, d N jj I 9`CLG S! ! ! I Q W I l LL 1 U BATH WOOD I j TJ1360-11-7/8"-Floor Joists(7a 16"oc i ( mac' I 110 WO i I 3' 1" 4'-9" 3+ " 7'-7'/a" �i E 1 _ i 22'-5" ° M ap 0)_FIC� f to I 2-2x8 cQ' J 2-2x8- . - I f PLUMBING NOTE: �j 9'CLG �; [NY]915.3.3 RESIDENTIAL BUILDINGS AND COMMERCIAL BUILDINGS WOOD ALL PLUMBING SYSTEMS SHALL BE WITH AN ATTACHED MOTOR VEHICLE RELATED OCCUPANCY I N I+1 �{ i = ' 1'8 6 8 6 N: ; ° _ _+_; ; X z CD INSTALLED IN ACCORDANCE WITH CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN A CENTRAL OR OTHERWISE APPROVED i i i!X ~ ( ) - / 'x 1 71 " L H ; M 1 N' PART VII-PLUMBING N__, _,_ - _ _ _ _ -__ = 3 GARAGE LOCATION IN EACH OCCUPIABLE SPACE IN A COMMERCIAL BUILDING AND WITHIN 10 FEET OF I �` `y li cv -• - -- - - - I ' DWELLING GARAGE THE ENTRANCE TO SLEEPING AREAS AND SLEEPING UNITS 1N RESIDENTIAL BUILDINGS ( •r I _ - E I ELECTRICAL NOTE: AND COMMERCIAL BUILDINGS THAT: -- � � SEAL&INsu pTE� SEPARATION IN ' 3-2xi 0 ! - ; ATTIC ACCESS PER ACCORDANCE WITH ! ALL ELECTRICAL EQUIPMENT I �" SECT.t�oa.z.4 TABLE R302.6 I 1. HAVE A COMMUNICATING OPENING WITH AN ATTACHED MOTOR VEHICLE RELATED OCCUPANCY, �' . ; i • ; SEE DET ON DWG-3 , I AND WIRING SHALL BE INSTALLED } �--�- - -- r R_ T P. C _ SEE DWG-1 FOR TABLE ; I i N IN ACCORDANCE WITH PART Vill-ELECTRRCAL 2. SHARE ONE OR MORE COMMON WALLS WITH AN ATTACHED MOTOR VEHICLE RELATED OCCUPANCY,OR w li`I C T i INSULATE WALLS i OF THE NYS CODE. A MINIMUM OF 75°/a PF 3. ARE LOCATED ONE STORY ABOVE OR BELOW AMOTOR VEHICLE RELATED OCCUPANCY, I �n u> TW2452-3 - _ 3 2 1 _ I ( COMMON WITH LIVING i j PERMANENTLY INSTALLED FIXTURES it e AREA. MUST HAVE HIGH-EFFICACY LAMPS. j I ' PROVIDE:HEAT GFA CALCULATIONS = - i F ; DETECTOR PER R314.2.1 I r Z MECHANICAL NOTE: ' �d B THE MECHANICAL SYSTEMS SHALL Lots containing up to 20,000 square feet of lot area:2,100 square feet plus 12.5%of the E '' ------------------- BE INSTALLED IN ACCORDANCE WITH lot area In excess of 10,000 square feet up to a total of 3,350 square feet maximum. PART V&VI OF THE RC OF NYS, ALL MECHANICAL SIZING PER ACCA LOT AREA: 19,755 SO FT " 6 t? I - oC MANUAL"S"BASED ON LOADS ALLOWABLE SQ FT; 2100 SQ FT+9755 X 12.5%=3320 SOFT ! 1 # 2-2x8 'Li' 2-2x8 "'' r� O CALCULATED PER ACCA MANUAL"J" PROPOSED SQ FT. 3319 SO.FT N DUCT COMPLIANCE WITH MANUAL"D" s., ct i� R303.4 MECHANICAL VENTILATIOIV' �'-1" WALL HT + j € TW3052 � TW3052 DWELLING UNIT SHALL BE PROVIDED ! WITH WHOLE HOUSE MECHANICAL 1ST FLOOR PLAN T-0" T-0" 3'-6" 3'-5" I 3`-5" 2'4" " VENTILATION IN ACCORDANCE WITH _._._. .__ _.._ _,r....._........_..._. ... __.. _..w _ .. . I I ,+: .: SECTION M1507.3 SCALE: 1/4•" = 1'-0" I 14'-0" 12'-8" I 6'-6" 10 7 6-3 t- � AREAS __ _.. _......._...._.. _ .__ ...__. 23'!t"...... _ _ . -_..1• " +.-,,,s 4� � S SMOKE DETECTOR CARBON MONOXIDE DETECTOR - ' NAME AREA 501-0" ° � REFER TO DWG-1 GENERAL NOTES -__-._ .. _ : ,+� _ ___._ _._ __ _..._._---__.._ . ._. . .. - _.._.. . .... _ ..._ ... _- - _ _.__-_- _ _-_....__._ ...._. ��_ ........_ __—_,y. a `t) :•'g�,;:w .40 IN ACCORDANCE WITH SECTION 915 OF THE i FIRST FLOOR AREA 1985.0 sq ft.,; - 2020 IFC,R314,R315 OF THE RESIDENTIAL - ---____..__..._.- i A�� C GARAGE AREA 510.0 sq ft, CODE OF NYS _ _ ;,» [SECOND FLOOR AREA 824.0 sq ft, v�f '` -. '; ` ------- I TYR RAKE 5/4X4 ON 5/4X10 FASCIA 5/4X 8 SUB FASCIA `\ TOP OF ROOF BOARD&BATTEN SIDING \ W / z \ W U 12 Q / till W / 12 W / 8 t� Q ASPHALT SHINGLES \ W —i / 06 , W ASPHALT SHINGLESUj \ J \ Q Y w 12 \ J W U U / 12 \ Z z W z — _TOP OF PLATE TOP OF PLATE `\ Q OZj Z W LL O _ w0 C — (� z F— CD fy— W 00 Li 12 CZ U U) Concrete Patio with 30'-0" Blue Stone(or owners selection) finish.Concrete/stone Steps to Grade c TOP OF SUBFLOOR — - - m 00 0 o TOP OF FOUNDATION o o E N � U I I I � V y O U C y C U f0 T FINISHED GRADE m c rn w t `o -----, ----- ---- ---- 75'-0" I I i i i i I I I m n•U o� y 0 y 0Y�Y o•a � u°�i � �- 0 t aciwEco CO— D-aoc °; I I I I I I I I 1 I I I I II ra•tl_0.y`y.�QC C3 =�ULEFT ELEVATION L C)c 9 N O y 0—�3 O `E` -o 2OaSCALE: 1 /4" = V-0" 5 - o so0 o � a 5.0 � � E =Hom`ON CG7 �' Q N C N N o m C O_E 6 0•O M TOP OF FOOTING UO w E u y f9 O• F" f0 E O_.0 O c. C� - - - - - - - - - - ] - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - � - - - - - - - - - - - - � 1 \ TOP OF ROOF Cl) Cl) / ASPHALT SHINGLES \ 12 12 \ / 12 12 \ / 12 \ ./ 12 �• TOP OF PLATE \ / 12 `\ LU � 0 / 12 \ Z .�^�► o 0 N Q / /• TYP.RAKE s \ (W J 5/4X4 ON 5/4X10 FASCIA Q W Q / 514X 8 SUB FASCIA Cl) \ U) / N _ BOARD&BATTEN SIDING 4 \ TOP OF SUBFLOOR \ TOP OF PLATE \ rVh V H HARDIE PLANK HORIZ.SIDING CA b� 4 5-1/4"AZEK WINDOW TRIM a U rA CONCRETE FRONTPORCH TOP OF SUBFLOOR E""I �L Q� .-a C N r 18'9 19/32" o — - - TOP OF FOUNDATION r M v 17,0 N - - - - - - - W � -d � 00 O pq U FINISHED GRADE CONCRETE O "d v x STEPS I 30'-0" cz FRONT ELEVATION CAN SCALE: 1 /4 — 1 -0 I � E 0 F. I V JUL 1 2024 - - - - — — - - - - - — -- - - - — - - - - - - — - - — — — — — — — — — — — — — — — — — — — — — — — I — � — — — — — — — — — — — — — — — — — — — — — — — — — TOP OF FOOTING Souulu'u wwn Board of Trustees TOP OF ROOF W w > 12 s, ZW �. w / 8 12 \ Q ti \ / ASPHALT SHINGLES W 8 ASPHALT SHINGLES `\ 06 LIJ / Q L— w 12 `\ .w_I W � 12 \ Z W Z TOP OF PLATE \ 0 O z J O W o C— !� Z F— LL °' � w 00 o a ra I or Concrete Patio with Blue Stone(or owners selection) N y finish.Concrete/stone Steps to Grade y TOP OF SUBFLOOR c E.o_ N fA TOP OF FOUNDATIONs0.cr'. E w `O w U 01 U C SEW O O C Z 47 D U N fq �p f0 FINISHED GRADE OF 6 ° `o I I 1 1 1 R303.8 Exterior Stairway Illumination I I 1 -S a� Exterior stairways shall be provided with artificial light source located at the top landing of a stairway.Exterior stairways m y = o ro y a o C. 3 30'-0" y ( level providing access to a shall be provided with annartit from fic Ihiyht source locatr grade ed o 6 8 a n -g, at the bottom of the stairway. 0 RIGHT ELEVATION t a9 =o' E 2 y SCALE: 1 /4" _ 1 _011 y ca 2Z:c� ¢w0 > � o c n $w E�t I TOP OF FOOTING 1_ 1 J _J _ TOP OF ROOF / co C1 / / ASPHALT SHINGLESLU ` 12 12 \ O / 12 �9, 12 \\ O to Q J U / ° \ C/) 12 ' 2 \ — _ _ — _ — _ TOP OF PLATE N..� b� N W � o b V •- S'r Concrete do with v Blue Stone or owners selecti •—+ �8 Steps TOP OF SUBFLOOR F--� - - - - s~ .� MUa TOP OF FOUNDATION W "0 1 O FINISHED GRADE I I ( I `-----ii---- I -,!!� O ✓ Fsi 31'-3" 47'-0" 18'-9 19/32" I I cA Atj REAR ELEVATION - ` ��; "'� ID I E J SCALE: 1 /4" = V-011 , D f� I 2024 �. _ — — — — — — — 1 1 — — — — — — — — — — — — — — — — —1 _ _ _ _ _ _ _ _ _ _ _ _ _ I TOP OF F OTING190A�yOQ - - - — L - - - - - — — — - - — - - - - — - - - — —T - - - - - - - - - - - -- JUL�UL 1 s� - - - - - F NE. F3oard r '"'