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HomeMy WebLinkAboutSite Plans Rec'd 3/29/24 Proposed Site Development Plans prepared by studioPedrazzi Architects and L.K. McLean Engineers (including the survey, site plan, grading and drainage plan with calculations, landscape plan, lighting plan, photometric analysis, floor plans and building elevations) Hotel Moraine " North Road Hotel LLC 4� 62005 CR 48 0 ✓�'3 Southold NY 11944 �S• Tax Lot 1000-40-1-1 / 0>1 14 T°E of BLUFF studioPEDRAZZI Architects rG �O ev // / t�° Drawing Key Notes 5.4 ►��// / P °F BLUFF 3'S ''BOµlD°EFRgo /��QG°fie General Notes: All Structures Shown on Site Plan Existing �`•'' ' to Remain "As Is" 00 4 G", _30 � - Site Plan Referenced Survey Prepared 10 oay :'��:•.• PROPERTY LINE by Nathan Taft Corwin '•� k 1 0.7 � y / 6 30.7 3 SETBACK LINE All Drainage to Remain on Site '' ,•-32 Existing Large Trees that Occur on the Parcel 0, �c• ,., p�' 33 THERE WILL BE NO ENCROAC ENT 222 Qs` °� ;•� �� 40 ��� ,� ' ' y 3.4 INTO THE 100' BLUFF SETB Shall be Preserved to the Greatest Extent °Q ;• �,% �o Ile y�� �y� � ��`' o No -- Possible 1.p daQ° , �6 10 NEW UNITS • �P i ` i �� - i ��, - -3 ADDITION All Exterior Lights to Comply with Night Sky X29. ;'�•.�' ' '�O`'��� /� 3 o i R°N / 2 �37 '5� Requirements. '',• 4 25.4 of ''•'• 'yl,G�P // �i , � N/O/F Parking Calculation: 4 9 SAMIR ATTIA JILA SHAFIR X Ix 31.2 / 9 2 STORY FRA ED \�' /.S>' '�� r- East Lot (Proposed) = 14 Spaces (2 HC Spaces) 7.7X J9 %.• � / // � � / ��/ (PROPbS ) �soo ° West Lot = (Proposed) 24 Spaces 2 HC Spaces) QP 28.8 C '5 / C N \ •'10F'Q�O�,pGG p��' I / � / / oNo �s � e'°��.\ AS. / 5 4�' /��• ° Parking Table: \\ '•r• • 4, "\yaA�,t5 5���`° / I �Qo'� / oN� o s \ ,p 06 ON o 4,RB��\ O�, �c�4��` Hotel - (1/Guest Room) x 35 Rooms = 35 I ,� s �• o,, gt \ F` by �' Staff J! / t = / \ / 30., / �J/ K WA 0 1� (1 S aff Member) x 3 3 Spaces \ x- , e X 1 ,q 9 moo" y VA "° / `� ` 'r:: o� y� �y\ ss• Total Spaces Required = 38 Space BUILDI G #2 °"o � 'A STOR FRA E RR Zoning - Resort Residential \ d dr.:•. ` o o \ k 100'SETBACK TO \ "' / �' '4'r "'':�''' XISTIN ) ti.. p_ TOP OF BLUFF / X 3<.5 �` / - yc c: YiGy 1`v 42.0° °.'c�° / �03• o \ C Q�� o, `Y Paved Garbage � ~'.°z ': R aY o�oc \ oo Ao Enclosure� Area of Existing Parking Lot 2.0 �o�oC• \�p�oy�T 0//y / o � '�� • : �:�N,��...P, =: t ANE 42 ONCENOT ° po W I 42.6 o 33•6 Q •`Ss ?, _.-- o �;A \\`� \ / o l / oo �z�yopoy eP�'•` � `\ 'r N/O/F 1ST RAMED 5a TEDALDI AT TIDEMARK INC. `\ \ / cr y�/ / i�'o (E NG) S ES 9 X 3 55 �,y �y 4130 ff , _ - 1 i tN�w ROOF X ' °�� P 30 oho ` 1 PA KING - - I ` _ �� RELOCATE EXISTING '` \ \\ �' , °� � tiFs o��i ,y� l ��� \ ;` o ,�05, BEST MANAGEMENT PRACTICE GAS METER&MAIN \ \� r ' F ' I M ' ' �-.x• LINE `\ 36 �5X ' i Fo IF e� �o I �' x - - - - - - \ t' i i B ILDING#4 �.• _1o� _ \Q��� I �..� - `` f-\ 44. \ 37.5 2TOI`iy FRAM �t p 1. The use of native, drought-tolerant plants is require in all landscaping. y`� \ \ ' � f z , yro (EXISTIN �e" \ P INGCo / / + '. - _ \ ScJQP, 2 I � � _ • �'°x4 ,. CES 4 / 45.6 // # @ 2. Only the use of organic fertilizers where the water-solube nitrogen BUILDING #4 `L s 6 +7.8 I 0 4 NEW UNITS c°��i ROOF � l o� 44.'�� LANDSCAPE is no more than 20% of the total nitrogen in the mixture are permitted EXTENSION �� /wood S _ , / k oo° z�° +,.9 ` �I' / qp !�- BUFFER 1 ✓r ' 3. A maximum of 1 lb. of nitrogen per 1000 sq.ft. in any one application SETBACK LINE N113. g � �, K, 9� r As / 44,4 /` � X is required, with a cumulative application of no more than 2 lbs. per �� o X P ��`H,C F�,ZZ.o i. H E s� �60� 1,000 sq.ft. per year. PROPERTY LINE G F� % ° �. 1 \ y 44,E i r �' 1 / \� ARCHITECT: 4. The application of fertilizer products containing nitrogen phosphorus, / °�'1P `� `�° X e` �$ 1 PP P 9 9 P P 11 IN or potassium between November 1 st and April 1 st is prohibited. o o - AC / 4 3 _ „ A /4 4 s,tudioPEDRAZZI Architecture + Design +Fsl' X _.. 200 west 58th Street 5. The use of phosphorus containing lawn fertilizer is prohibited unless. �q; \• 4 . /3 Suite 10C, New York, NY 10019 Loa G establishing a new lawn or soil test show that the lawn does not have s / EA ' _ �- ��" / X 46.3 / I -� phone: 212.581.1978 enough phosphorus. Fertilizer labels have three bold numbers. The � -` ? -, /��o00 °yoo l' �' a ['1f n� / number in the middle is the percentage of phosphorus in the product. ��`�oyo "� � - - -_ � 45.8 Jim G/ I ti J x 1! c+G % fir / Use of products with 0.67 in the middle or lower is not restricted. c y� s ,'� 1�� S ,_ NDSC E Products with a number higher than 0.67 may only be used if a new �° ,. / °5''� �'a `` B E \� lawn is beingestablished or a soil test indicates it is necessary. ��°s����� ,/ W �9 �� � Y :. 6 ��,�.'� „ ��ENE �� �G \ G k �o 4s V G r CONSTRUCTION SILT FENCE °;� �kik3o°M� 4-9 i/ ! x 1 �v . `�?• North 1. Silt Fence Shall conform to NY Standards for Erosion Control (ASTM D1682, �6. rjE�o�s .6,,.,., Site Plan ASTM D3786, ASTM D751, US Std Sieve CW-02215, ASTM G-26) \�9e 5� �� ^ \ 2. Fence Post shall be a min of 36" long. 0 - -- - �P / °`'S�y ���F '`,'C 47.s - - - 0 Project Status 3. Wire Fenc shall be a min. 14 gage with a max. 6" mesh opening. -�~''� - \ `" �' RECEIVED Date 03/19/24 4 Geofab shall be used a per manufactorors specification 0 49.2 9� ?� Drawn by Author oy _ G _ _ key G MAR 202� a 61 s 2 X 49.� / cm 00 SoutholdTownCIO Planning BoardLml ■ p f�� Scale 1" = 30'-0" N r ya ti \ t r6 1111 / N h�� r IceO Hotel Moraine v ♦ 0,, G�q�"o� North Road Hotel 6 005 CR 48 LLC R o ,�''� � �� � ♦ 'Po3 � Southold NY 11944 ,V �* F Tax Lot 1000-40-1-1 -r ZWE OF BLUFF A ({( Y O O V a> F O S�, -'2 �,�° °Ay� studioPEDRAZZI Architects p� // �' of ♦ /" S G� HOC' �� o. ♦ .¢ •,, C � 'yr � 1J.� � S t4�/ , - 5 ��, sir ..- ..-- j ^ �- ��, R2 Drawing Key Notes LEGEND: Ne PROPERTY LINE rg y •'� PROPOSED 8" DR-18 SANITARY PIPE 31 ` C�J�� "l�.t_ r �J /'"'} -� �• `� ,*F `',y.0 �i�f a? PROPOSED 2" DR-11 FORCE MAIN Ff/0— PROPOSED GAS SERVICE (� --• PROPOSED 2 DOMESTIC WATER SERVICE f � r5 4Q S� /" 33 p )o7i0 ( rs-- PROPOSED 4 FIRE SUPPRESSION SERVICE PROPOSED 3/4 DOMESTIC WATER SERVICE 22.4 ti� 5� '1-� �Q F`/ c� '9•p � s "�S'9 s-�» PROPOSED 1 DOMESTIC WATER SERVICE �� 'C' f c.o�Ts • qs ,PO PROPOSED 1.5" DOMESTIC WATER SERVICE 31 PROPOSED SANITARY MANHOLE �oP�11 O,� q�y0 ��'� 3 9 �,, —N--- EXISTING OVERHEAD WIRES O / 33 ' ��g. � -C?• UTILITY POLE �� �9"'�09,yT cF�\c� / 2 c l- p�t" no ° �-"3+ �� t UTILITY LIGHT POLE zzzo F�, /2 , fe'�;F�� `' c l0 O TRAFFIC SIGNAL POLE A""� o � SANITARY MANHOLE �r -- �. F A l ? 'd°Jc^�° '�� s• ` F° �i�9 `S 9�' 8 GAS VALVE `� r '0 ox '��AF.�l��'y s' 'l a 4z o '° ��G�+6 SIGN ti_ p C' �i�, 'co,A'Py�/y CONIFEROUS TREE 41 v •� / 1 G 0 DRAINAGE MANHOLE 01 �F C' 'A F,ol �S 5 �0.s ti '��'� Im RECTANGULAR DRAIN INLET �o -� F F � o I �.� � � ti tip F" cTF �\ z5$ ` C'OF'S� �'F t�oS0Y,p / �o), o c ♦ �_`_�""--- � ROUND DRAIN INLET k2y�"Tcoo T`" ,�n� <� <s z G o•� �c y� �``� V FIRE HYDRANT WATER VALVE Z "'�• `?�s +is 0 WATER DIETER w E �Gi �/ �' r� �o N ,mom,^y°� \♦ ' T iD TELEPHONE MANHOLE Vhk .� , l ,��yy G� ( DECIDUOUS TREE ✓ ✓ $ ? / A ? �5� �E�I 5 .5 s •� utR �, ,y yc `� ` a N l \ kS d� / /� ♦�oo tp gs Lo Ao (a1 S / '�' \•` GF.`' e / • ti 'C' ,� -"` •^°'G w►►y "` �,"' ,f �ta' t" -� � , < 9 o � 6� o��. �1 1. Refer to SanitaryDesign Plans b 9 Y � � 'h QP•�Q-, _ ww.x N � . �• 0 L.K.Mclean Associates, �; `� ,5 oc ates D.P.0 for o tied �,3 �$ Additional Information on Sanitary System ? 0'� oc�T / �` AU `v���F E�'' '•��• o ` ,� ti a $_ ��� �,. o,A 3`� c001, \, �G• �, yam( J lt,,. / / A,) oho D � 1,�.� / •��°���'� ��� �✓ /� ��,�' /''� � � � -- --�`- — --- -� � �G ,y. F .,F /�,, .`��/ •j� S/'0 0 aj'Tj E .,- } ..'. 1/0 F. L F tir F " / --,. Je!�, i"�,y'Q� ✓ Cs� S 6�.p �o�y�p� "C � Aq ti F- J 'ff s � BJ- cQ•�9� `�� `� . ,' �d ;r •c� Oy.,p G'•,9'9T ''� .o' `� �� ,; r l �'�o° � , *s � � �Z of f '! 0 �F T f., 3.Y,c^,!,• o iP�� r � �/ "a' �/ W.if- 10 Arp (°n AL ki o STORMWATER DESIGN CALCULATIONS o 00 J s �6,0,0 vGZ os ARCHITECT: SITE AREA= 141,622 SF(3.251 ACRES) 0�,5�Q / / c \/ p J �` + t,/ TOTAL TRIBUTARY DRAINAGE AREA-83,691 SFT!Tt J ; ` TRIBUTARY AREA A(SOUTH SIDE OF PROPERTY) =52,517 SF s,�'4 / / ci �� I c, studioPEDRA7Zl Architecture + Desi n � o � g TRIBUTARY AREA B(NORTH SIDE OF PROPERTY)= 31,174 SF ��/S`J ��/ � 200 west 58th Street Suite 10C, New York, NY 10019 TRIBUTARY AREA A(52,517 SF1Sq'1//� ?., y��° �`s\ �o �� ` rQ °yy cps NiG •r �/ STORAGE REQUIRED - - p� sO � RS \' phone: 212.581 .1978 BUILDING/ROOF(INCLUDING SOUTHERN HALF OF BUILDING#3) - 6,708.50 SF x(2"/12)x 1.00 - 1,118.09 CF O � 'per / � P ` '-" IMPERVIOUS = 18,077 SF x(2"/12)x 1.00 = 3,012.84 CF 'Q��.AC>> S� 1 �o?/� .\�6 Fr ` -� c�P�p�' / / � 'Gti� 999sss PERVIOUS/LANDSCAPE= 27,731.50 SF x(2"/12)x 0.10 = 462.20 CF (• q/ F 2 fp��� / G 1 TOTAL STORAGE REQUIRED =4,593.13 CF �A 2 d "� � �y?'� ire, N Xk STORAGE PROVIDED 1®� ?' 9kt"�,c �tt�N ' �0 USE FIVE(5) PROPOSED 10'0 PRECAST CONCRETE DRYWELLS, EACH WITH 15' EFFECTIVE DEPTH �• •J� ¢�..� se t�►___ TOTAL STORAGE PROVIDED= 5 x 68.42 CF/VF x 15 VF= 5,131.50 CF �a s J ,� +r ny U North 5,131.50 CF IS GREATER THAN 4,593.13 CF THEREFORE SUFFICIENT STORAGE IS PROVIDED '� \ X ((��'' ">p� /����7 c y �/ ti.1 RECEIVED � `/ [� TRIBUTARY AREA B(31,174 SF) ?, `~• 1''�E C E I V E D Storm & Sanitary 9iv S,Cr�3 STORAGE REQUIRED ,� y � �� •'•`— �? �y y � t / BUILDING/ROOF(INCLUDING NORTHERN HALF OF BUILDING #3) = 3,967.50 SF x(2/12)x 1.00 = 661.25 CF `�\ J `'�- '4a MAR 2 3 202 i Plan IMPERVIOUS(INCLUDING SWIMMING POOL) = 6,641 SF x(2/12)x 1.00 = 1,106.84 CF AU PERVIOUS/LANDSCAPE = 20,565.50 SF x(2"/12)x 0.10 = 342.76 CF kg r y U Southol Town Project Status TOTAL STORAGE REQUIRED= 2,110.854 CF �� yF Planning Board p � �/ / Date 03/19/24 r STORAGE PROVIDED ,.,�, Drawn by Author RE-USE EXISTING LEACHING STRUCTURES: ONE(1)8'0 PRECAST CONCRETE DRYWELL WITH 16' EFFECTIVE DEPTH = 1 x 42.24 CF/VF x 16 VF= 675.84 CF ,+ I /`' Sanita Plan ONE(1)8'❑ PRECAST CONCRETE DRYWELL WITH 8' EFFECTIVE DEPTH = 1 x 42.24 CF/VF x 8 VF= 337.92 CF ` J O ' / 1 N TWO(2)ST] PRECAST CONCRETE DRYWELLS, EACH WITH IT EFFECTIVE DEPTH = 2 x 42.24 CFNF x 13 VF=1,098.24 CF 1" = 30'-0" TOTAL STORAGE PROVIDED= 2,112.00 CF 2,112.00 CF IS GREATER THAN 2,110.84 CF,THEREFORE SUFFICIENT STORAGE IS PROVIDED y/5 o M s Scale 1 = 30'-0" 0 v Hotel Moraine , • SITE LIGHTING NOTES North Road Hotel LLC 1. NO REVISIONS, ALTERNATES, OR SUBSTITUTIONS TO THE CONTRACT DOCUMENTS ARE ALLOWED WITHOUT PRIOR 62005 CR 48 �* WRITTEN APPROVAL FROM THE ENGINEER. VoF of BLUFF Southold NY 11944 2. ILLUMINATION LEVELS SHOWN IN FOOT-CANDLES. Tax Lot 1000-40-1-1 ► �'°�G j .v°/ + 3. ILLUMINATION LEVELS ON THIS PLAN HAVE BEEN CALCULATED FOR PROPOSED SITE AREA LIGHTS ONLY. ACTUAL ILLUMINATION LEVELS IN THE FIELD MAY DIFFER FROM THOSE DEPICTED ON THE PLAN DUE TO INTERFERENCE FROM / ��� / �•, EXISTING/AMBIENT LIGHTING WHOSE ILLUMINATION LEVELS ARE NOT REFLECTED ON THIS PLAN. �A�a E studioPEDRAZZI Architects o�G �'°� 4. REFER ER TO ARCHITECTURAL PLANS FOR DECORATIVE BUILDING MOUNTED LIGHTS AND BUILDING CANOPY LIGHTS . , �y / � 0 5„�ti 5. LIGHT CIRCUITRY PLAN PREPARED BY OTHERS. `. Q° "VISUAL 0 11 i ¢.�3 10 . . �ec�ta •' ����° 6. ILLUMINATION LEVELS SHOWN ON THIS PLAN WERE CALCULATED IN H °° °°o °�� °, ,n° LDERSR , ��C USING LIGHTING PHOTOMETRIC Drawing Key Notes ¢ +lop t •-`•+ •. � ' SOFTWARE. H . :j` f' - Existing Specimen Trees ' LA to Remain w 01 « .' n!i ¢° ¢� �• ° • '1 0 % \ Mixed Planting @ T 4' Height PROPERTY LINE � 411 °�.� + +o�� w �° °� �,`�`'°°/� °° °y ��, _ 31 �'. Wild Grasses @ 2'-4' Height H y , •�4° ¢�oQn fin, ", : � . J ,. SETBACK LINE \\X\W Area of Existing Parkin Lot ° Q • c4 _ 33 THERE WILL BE NO ENCROACHMENT g n IS �1` �'` INTO THE 100' BLUFF SETBACK , 1 2, , n ¢ ;, ° n, >, ¢° .. ¢, `e. �• ¢° n, fin, a,." •� ^t,� + O. +� ,i , y p/,p . -.- �° + \ Existing Down Shaded Wall Light Fixture + + + + + + ne ,n• � +n, ,n, n, n, ?° , -+n° n, ¢, n° n, + +n,� 1 NEW n, ,n, o «n, ,L ` ` o W UNITS (12 Count) BEST MANAGEMENT PRACTICE X ° ' . ° , '+ ,y '4 + 6 \ n. n ° m n, n, a° n, j �. ADDITION n, a, n, ' ' / n, 1. The use of native, - n, 4, o n, 4� ' • \ _ ` \ Path is - LAL 136-MCT Series �' Existing Pa Lights drought tolerant plants is require in all landscaping. yc"' `� {sw ` + 37 q, ' n, n, n,4+�4+ :• ;: \ ,�:" °` °°� + /-• 34.o c Ho \ (37 Count) j 2. Only the use of organic fertilizers where the water-solube nitrogen °° °° +° :° + �o• •• + t��+•• \�%, �C) I�' n, n° n, n. n, n, m n. ., °� n, is no more than 20% of the total nitrogen in the mixture are permitted .° • .° •• +• ¢° ¢° • � + •• „ •� .• �QS ;�' • , G `�� G\ , �G' ' a \ t Landscape Light • n, n, ¢° n, ;. n, n• m �• •+�h n, a o + .F�P,,, N/O/F n. n, n, n ¢° f •� s' Existing Fla a Li h ° 5 5 • �° V =,�1 / + �fi• ( ¢� •/.m l� ,\' \ �' ' � SAMIR ATTIA&JILA SHAFIR (15 Count) ,� ° , 3. A maximum of 1 lb. of nitrogen per 1000 sq.ft. in any one application , \ ` is required, with a cumulative application of no more than 2 lbs. per �' m ° ° +'• 2 sTORY AMED ,�.cF �� / \ Existing Landscape Spotlight 1,000 sq.ft. per year. � r ; yo • ••\ + �� / + (PROPOSE +•;' �R° \ (7 Count) Y.7 ' / _ \ \ 4. The application of fertilizer products containingnitrogen phosphorus, +•�°a 1 °+- / n �- ° �D Existing Pool Light - Thomas Mark 12 W g p P Zr + + l+• + + + +°°j, + ,n• , +_•� + + ` + + ° , + , + + , o�':� _ �o°� g or potassium between November 1st and April 1st is prohibited. 1, a„ n , n, ° e-° ° n, n, � \ ,� (19 Count) N CO 5. The use of phosphorus containing lawn fertilizer is prohibited unless. \ -'r•• J`g' c,"�¢F� t7 ' ,� / ° 6'/ °` \ a A l� �� C Existing Illuminated Sign \ "' �`' �' :\ o� °��\ ¢��a �S'Q� (1 Count) . . . . . . establishing a new lawn or soil test show that the lawn does not have `: .+ '�'• �`� ��`'�Q<co `� enough phosphorus. Fertilizer labels have three bold numbers. The \ ; � ��t��Gn° + �•• •�,���° � + s 6 n, number in the middle is the percentage of phosphorus in the product. ' ' ' ' ' �` ° ��° n, .n EMS C� \ Front Floodlight + + +n• + « + � �9 �+ n - ;.�,; `� � F' Existing Fr Sign ligh Use of products with 0.67 in the middle or lower isnot restricted. �`Q �¢° �, :oG / G`S� �� 2 Count Products with a number higher than 0.67 may only be used if a new o� n, +n, >, ,¢, + � +n° ,¢° ,,.+,�0.f' ,n,'' yn, n + + + + . + + + + + + + , + %,:--- + « + + 1�3 c ��� lawn is being established or a soil test indicates it is necessary. \ ���`� `• `° ¢° °, s k•w � Existing lat Solar Light o ,�• �G� F Li h CONSTRUCTION SILT FENCE c '��+ q� + •°, \ \ ° o (8 Count) �?• , • , \i. ti �c�� ' 04 Existing Beach Solar Light \ � o ° `� \ ° 1. Silt Fence Shall conform to NY Standards for Erosion Control (ASTM D1682, � 40 '�• + +•� ,�,. 12 Count ASTM D3786, ASTM D751, US Std Sieve CW-02215, ASTM G-26) n{ o, g: ,_.• _ G , Q�G��Q Gn « + o BUILDING #2 \ • �° n, '��" ,° STORY FRAMED 2. Fence Post shall be a min of 36 long. +� + + °/ . + + + � + + + « + + �� + + + + + _ +R�_::.,_ , � :�.� • ,yn, , , , � , �a�� «•�,� + ,�ao�, , - • J 100' SETBACK TO b + GO+ o a XISTING) oF. TOP OF BLUFF �:, \¢X 32.5 60 e, ti:. \ \ " ° oaS 3 Wire Fenc shall be a min. 14 gage with a max. 6" mesh opening. .°° :° - p g. ° n s,� , ti�: y L 42¢cP+ ; e o+ 4 Geofab shall be used a per manufactorors specification < ' (o�' `°' n, ¢° .•°/ '° ¢ '° `° ¢° G 3• I'` °.`Y, °`�` ;\� 1" e +, _.; wk - Paved Garbage X Enclosure `F , 'Pu! N - - M r n, v � n,:_•.._ +a11 °� ° 4 .o ,.°�° a • �, ��`'` °�s,e, Name Count Name Count ` Magnolia 2 Laurel 33 + + �+ / y z BARS G + +� + + ✓ , , , « + / • _ 3 ,4 •i•• ,,;�f,^ ' `3f`- fir.= ^' , • Birch 20 Maple 5 ,¢,� + �,,� ° � 5+¢° n, n• n, n, ¢° +° ;. ¢,�n• ,, „° +„ ,>, , + � •>0.. Q ..,:_: :��. �° ;,S CAS .� O - «Black Pine 6 Pennisetum 24 + +• •• a .:-:. ,;•n S ; ¢ ° .375� + Dogwood 2 Grasses 212 +• ¢°y �, n° n. n 1� ,, \ n, n, ¢. n° +. ; +• n, :i 4� + o._ +°FIC•° + �_ °� ., > ,., s. . . ,.a ..,.. .°. Evergreen 11 Pine 4 Small Bush 20 Large Tree 1 +° n, �o >, n, n, ¢ n, n, n, n, r +° ,. ,, c�° +�, + el \ ` •"�� «m n. +n •i'. - I nz Locust 8 Rhododendron 1 +• ¢° °• 60 « V. +; +° •°'` ° �',;'' �' o -- - -_t3UILDl #3/ ;•I ��• . +�. n, Holly ..._ , .nw:.. 29 Purple .., . .. n., N/O/F �u / pry �o 0 1 STORY AMED 4 pleFlower 35 ° vo n, n, a� ¢° n,� n° ¢, , n° +, +, ;° ., >, n, .� + E I I .• n° n, n, n, n, n, , S n° ¢, ;, +oS-4_ X ST ,, n. n, ¢, n, e, n, n, n, TEDALDI AT TIDEMARK INC. / , '�j ( ) „ µ ff n, Mugo Pine 11 Mex feather 600 n, n, ¢° n• n, ¢° />, n, n, ¢° ,/ ¢, ;, c , �' 7 / 5 R, p , .... . ..,..,:..<, j +n, Juniper large 27 Succulent 23 n, n, n, ¢, ° . !� � Juniper small 7 Sage Bush 2 SCA ¢° n, +n, °° •� +n, +¢° ,° n° n. ¢, nf 3-0 U(�D PE Burning Bush ,ya5 �o "5 4 ; ` •� o` ,► g 1 Catnip 12 •1 P�' ti 1¢PAR ING T 9 ° 3. EF4 \ / ¢° ,, n, n, n, ¢° ,% n, n, Hydrangea 7 Nepita 12 / Gay, \3 ,+ _ - �q �' - 43.o n, , \. . t n• • pia° a, °' n, �', + ____ = rj' - - _X / r n, .� } - PACE RELOCATE EXISTING „ n, t +, fin, ¢ - �y c / GAS METER&MAIN ^%' A J X•\n\� LINE :� + a�( • _ _ r: ` *\ \\ 'rFG� 4: n l�\ n, n, n ¢° ., n. - BUILDING)#4' '- : , �F _ -- � t� Xq\2 ST©RYFRAMED (EXISTfNGCALCULATION SUMMARY 3T --= 4 PAR G Gip J n / i LABEL CALC TYPE � UNITS , AVG MAX MIN AVG/MIN MAX/MII�IJ IFORMITY RA CNIAX/AVG � BUILDING#4 ti" � % - � �``� ��; + , .� r + + + « G ti 7 \ n,��.9 •p �o / �G, �� --- - ---- ----- -- --- ------- - ----- - - I 4 NEW UNITS �� 4z_ EXECUTIVE ARCHITECT: ;, 4n wn « T - ------- ------ ----- o r 4a. ' , PARKING LOT ILLUMINANCE Fc 0.90 3.50 0.13 6.92 26.92 3.89 3.89 ` +° \ n, EXTENSION +. ••� studioPEDRAZZI Architecture + Design fix. " , , -.- -- ---- --- ------- n, .9 200 west 58th Street ' +° \ Suite 10C New York NY 10019 SETBACK LINE + " /, �� . � ��� o p «` + + +•X + + +' , ` + + + '• • �� 45'6 �o phone 917.796.5451 , + q� + PROPERTY LINE 1 �y DESIGN ARCHITECT: Gon. 15 r � I' ' a� -��,8 �' studioV Architecture + Design RSG C, ` �'� 44 E. 32nd Street ES + AC �\ New York, NY 10016 phone: 212-689-1325 j L-1.2 'v5 P PLAD7 / h EA. ,/, „A � u �\ ° \ '/ SURVEYOR: 2 :off+ j nod+, °�` . • X gin. 4• Squires & Holden /" \ .' ga ��py + + l' G°�, /+° �� �, 44 4 -- -� _ ,%' , o� •�\ , + + + � \'/ i /Op" '� 46 Jagger Lane Southampton, NY 11969 °° phone: 631 .283.0412 F ¢ ¢, "\ STRUCTURAL ENGINEER: �\V n. ., \, ,B \ ('' , • Ai-Alt ° � � 44 °'An� sdaPL f4� + �� �J 25 Melville Park Rd = S 7 , � .`� r. .�0� ,s, +, ,n, � ;, �, ;,,,, ,n,�, ,• + / j it hone: 5116�823.78984 f u \ y S p il?P�c�F. i 4n. ` !I\\ (�a rCS S\ i' N a I Landscape & �� -��, • ° ' + + RECEIVED /,,,,, Lig hting Pla n ,- , °, ' '� MAR 2 9 2024 Project Status r 4XI A,� / sout old Town Date 03/19/24 j\ ne Planning Board Drawn by TRP •� „ Site Plan 1 Lml m2 C1. Q2 Scale As indicated West Building Lighting Plan `'+ ' +° oQ) o � 3732 = 1 / o h� Z GENERAL NOTES ADA DETAILS NEW DRAWING ISSUED WITH CHANGES o Hotel Moraine 1. THE GENERAL CONTRACTOR IS TO SUBMIT TO THE BUILDING'S OWNER ALL NECESSARY ® ISSUED WITH NO CHANGES o INSURANCE FORMS AND AFFIDAVITS PRIOR TO THE COMMENCEMENT OF WORK. O TO BE ISSUED w North Road Hotel LLC 62005 CR 48 INSULATE HOT WATER F--- U) Southold NY 11944 2. CONTRACTOR SHALL GIVE THE TENANT WRITTEN GUARANTEE COVERING ONE(1)YEAR FROM DATE PIPES AHD DRAIN TO 3'-0" MIN3'-0" 1.-! 3'-0" M!N PREVENT CONTACT o I N Tax Lot 1000-40-1-1 OF FINAL ACCEPTANCE BY THE TENANT(CONFIRMED IN WRITING),AND HE SHALL,UPON NOTICE, LINE OF REQLI4ED = PROMPTLY MAKE GOOD AT HIS OWN EXPENSE,ALL DEFECTS IN MATERIAL AND WORKMANSHIP 1'-s" r-s" MIN r-s" r-s° MIN r-s" M!N r-6° CLEARANCE MIRROR DURING THIS PERIOD WITHOUT ANY COST TO THE TENANT. - Q N T 3. THE GENERAL CONTRATOR SHALL CHECK BUILDING OPENING CLEARANCES FOR DELIVERY OF x ¢ z I T I I DRAWING LIST z z � � L I I EQUIPMENT AND/OR MATERIALS IE.,SIZE OF ELEVATORS,CORRIDORS, ETC. _z o NOTE: x = 1'-c DoomHAs RorH A-1.0 COVER SHEET 0 O studiOPEDRAZZI Architects N.N A CLOSER AND A LATCH r-----i A-1.1 NORTH BUILDING FLOOR PLANS O 4. UNLESS OTHERWISE NOTED,ALL DIMENSIONS ARE FINISHED DIMENSIONS. PNE- cLEAPArcE 8" MIN. 6" MAX. TOE CLEARANCE A-1.2 NORTH BUILDING FLOOR PLANS 00 '-5" 5. ARCHITECT TO VERIFY WALL LAYOUT OF WOOD STUD PARTITIONS PRIOR TO SHEETROCK a'-o" MIN. � 1 Mh! DEPTH f _ X A-1.3 NORTH BUILDING ELEVATIONS 00 Drawing Key Notes 4'- IN. I SPACE -- -e --�,.--- X= 3'-6'- IN. IF MIN. IF Y=5 ® O INSTALLATIONS.ALLOW ARCHITECT 24 HOURS NOTICE FOR FIELD INSPECTION. 5-0" MIN CLEAR NOTE: X -D' z FLOOR MI F Y=4'-6" 7. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION AGAINST DIRT AND - - .'-0' Mlfl, /4° TO 1 1/2" /2" i 0" 2'-6' I F DAMAGE AND SHALL BE RESPONSIBLE FOR KEEPING PUBLIC CORRIDORS CLEAN AND FREE OF 4'-6" VIN. ----- - MATERIALS AT ALL TIMES, 5,4, MIN. nX. 2'-0 '-0" 3'-6" MIN, 4'-0" M'U. - 1'-0 MIN. 1'-0' , "1 TOILET PAPER O NOTE: Y= 4'-C" MIN.: Y=4'-6" MIN 8. ALL PERTINENT PRECAUTIONS FOR FOR ACCIDENT PREVENTION RECOMMENDED BY THE IF DOOR HAS A CLOSER 4'-6 � ASSOCIATED GENERAL CONTRA'TORS OF AMERICA, INC.,OSHA,OR BY STATE AND LOCAL LAWS z SCALE: C AND REGULATIONS,SHALL BE CONSIDERED TO FORM A PART OF THE CONTRACT WORK. E GRAD e a.R kDOOR IE SYMBOLS 9, ALL WOOD BLOCKING,GROUND,CABINET WORK,WOOD DOORS, ETC.ARE TO BE CONSTUCTED NOTE: Y= S-6"Y=4'-0" MIN. IF IN THEIR ENTIRETY USING SOLID WOOD LUMBER AND/OR PLYWOOD. X HAS A CI OSER o>r ? 10. BEFORE STARTING ANY WORK RELATING TO EXISTING UTILITIES(ELECTRICAL,HVAC,GAS,ETC.) SCALE: 1'-0" MIN I- _I ---I ® NEW WOOD FLOORING DOOR THAT WILL TEMPORARILY DISCONTINUE OR DISRUPT SERVICES TO THE EXISTING BUILDING, w i �' 2'-0" w1 WINDOW NOTIFY THE ARCHITECT AND THE BUILDING OWNER 72 HOURS IN ADVANCE AND OBTAIN NOTE: r= 3'-6" MIN, 51 DETAIL SYMBOL Y=4'-O" MIN. IF DOOR 11.DO ALL WORK SO AS NOT TO ENDANGER BUILDING STRUCTURE.PROVIDE TEMPORARY BRACES CLE R wH :1oUNT 2 A I I HAS A CLOSER 3 EXISTING CONSTRUCTION AND OTHER SUPPORTS AS MAY BE REQUIRED TO ASSURE THE SAFETY OF THE EXISTING Lobo y 4" MAX 1 11 '� 10" MAX I-" -I 4'-0" MIN. CONSTRUCTION. j_,_ m PEOuFED'AT°EACHI^TOP RSERRAIE EXTENT!ofd a A22o 2 ELEVATION SYMBOL ® PROPOSED CONSTRUCTION z r=l+ I I Y IS THE MIN1',11JM HANDRAIL EXTENTION OF 1'-0" PLLIS 2'-8" MIN 1 THE WIDTH OF ONE TREAD THAT IS REQUIRED AT EACH 13.ENFORCE ALL REQUIREMENTS REGARDING SIGNS,SECURITY,FIRES,DANGER,SIGNALS, I Y sOTTO"d RISER. ® MILLWORK BY CONTRACTOR BARRICADES,SAFETY LIGHTING,AND SMOKING. ' I N = 2 SECTION SYMBOL 4'-0" MI"I 1,ALOV 14.BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING STRUCTURE OR CONTENTS BY REASON SCALE: G OFFICE ROOM SYMBOL Y OF THE INSUFFICIENCY OF PROTECTION PROVIDED. PARTITION TYPE CEILING HEIGHT SYMBOL 15.ALL MATERIALS,ASSEMBLIES, FORMS AND METHODS OF CONSTRUCTION AND SERVICE 3'-0" MIN, � EQUIPMENT SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL BUILDING CODES SCALE: /7 C�SCALE: V SCALE: 2 SCALE: 16.WHERE PIPES,WIRES,CONDUITS,ETC,PIERCE FIRE PROTECTION OF INDIVIDUALLY CASED STRUCTURAL MEMBERS,SUCH PENETRATION SHALL NOT EXCEED 2%OF ANY FACE OF SUCH PROTECTION AND SHALL BE CLOSED OFF WITH CLOSE FITTING METAL ESCUTCHEONS OR ZONING INFORMATION PLATES. 17.DUCTS, PIPES,AND CONDUITS PASSING THROUGH RATED CONSTRUCTION SHALL HAVE SPACE NOT DESIGN CRITERIA TO EXCEED 112 INCH PACKED WITH MINERAL WOOL AND CLOSED OFF WITH CLOSE FITTING METAL ZONING DISTRICT : RESORT RESIDENTIAL ESCUTCHEONS.AGGREGATE NET AREA OF SUCH OPENING SHALL NOT EXCEED 25 SQUARE INCHES IN ANY 100 SQUARE FEET OF WALL OR FLOOR AREA UNLESS PROTECTED BY RATED SELF CLOSING PERMITTED USES:TRANSIENT HOTELS OR MOTELS DEVICES PER NY STATE BUILDING CODES Town of Southold 18.FIRE DIVISIONS SHALL COMPLY WITH THE PROVISIONS OF N,Y.FIRE CODES AND SHALL BE ADDRESS : 62005 ROUTE 48, TOWN OF SOUTHOLD, NY. CONTINUOUS THROUGH ANY CONCEALED SPACE IN FLOOR CONSTRUCTION, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SCTM# : 1000-40-1-1 (3.21 ACRES) 19,CONCEALED SPACES WITHIN WALLS,PARTITIONS,FLOORS, FURRING,PIPE SPACES,COLUMN, GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD HAZARDS AIR FREEZING RECEIVED ENCLOSURES,ETC.,SHALL BE FIRE STOPPED WITH NON COMBUSTIBLE MATERIAL THAT CAN SNOW SPEED DESIGN FROST LINE TERMITE DESIGN UNDERLAYMENT INDEX - BE SHAPE FITTED AND PERMANENTLY SECURED IN POSITION PER N.Y.STATE BUILDING CODE. LOAD (MPH) CATEGORY WEATHERING DEPTH DECAY TEMP. REQUIRED AREA OF WORK: NORTH BUILDING MAR 2 9 2024 20.PENETRATIONS OR OPENINGS IN WALLS,PARTITIONS OR FLOORS FOR PIPE SLEEVES,ELECTRICAL DEVICES,ETC.,SHALL BE PACKED,SEALED, LINED,OR OTHERWISE ISOLATED TO MAINTAIN THE STC 45 PSF 140 C SEVERE 3'-6" M-H S-M 11 YES N/A 1500 Southold Town Planning Board RATING. 21.INTERIOR FINISH REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE N.Y.STATE BUILDING CODE. DESIGN CRITERIA BEING USED: PLOT PLAN American Forest and Paper Association (AF&PA) Wood Frame 22.LIGHT AND VENTILATION SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF SUBCHAPTER 12, r ARTICLES 2 THROUGH 7. - �_ R.R TABLE 1607.1 TABLE 1604.3 - :• � � ALLOWABLE DEFLECTION OF MINIMUM UNIFORMLY DISTRIBUTED - . STRUCTURAL LIVE LOADS MEMBERS WALUCEILING LEGEND ALLOWABLE (in pounds per square foot) STRUCTURAL MEMBER DEFLECTION USE LIVE LOADF � # ROOF MEMBERS SUPPORTING PLASTER OR STUCCO CEILING U240 EXTERIOR BALCONIES 60 ROOF MEMBERS SUPPORTING NONPLASTER CEILING L/180 DECKS 40 / ARCHITECT: (2) Layers 5/8" type "x" Gyp. Brd. o/3 ROOF MEMBERS NON SUPPORTING CEILING 11120 PASSENGER VEHICLE GARAGES 50 .' c4,o O 1/2' Wood Studs o/ 1/2" Furring Strip o/ FLOORS MEMBERS U240 ATTICS WITHOUT STORAGE 10 , ",�� �. P'o studioPEDRAZZI Architecture + Design UL U420 (2) Layers 5/8" Type "x" Gyp. Brd. EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH U360 ATTICS WITH STORAGE 20 6 200 west 58th Street EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES L/240 ATTICS ACCESSED BY A FIXED STAIRWAY 30 ` ,f Suite 1 OC, New York, NY 10019 (2) Layers 5/8" type "x" Gyp. Brd. o/ 3 EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES U120 ROOMS OTHER THAN SLEEPING ROOMS 100 /` !'P2ff... phone: 212.581.1978 O \ � 1/2' Wood Studs o/ 1/2" Furring Strip o/ INTERIOR PARTITIONS WITH PLASTER OR STUCCO FINISH U360 SLEEPING ROOMS 40 (2) Layers 5/8" Type "x" Gyp. Brd. INTERIOR PARTITIONS WITH OTHER BRITTLE FINISHES U240 STAIRS 40 INTERIOR PARTITIONS WITH FLEXIBLE FINISHES L/120 GUARDRAILS AND HANDRAILS 200 O (1) Layers 5/8" type "x" Gyp. Brd. o/3 1/2' ' Wood Studs o/ 1/2" Furring Strip o/ (1) Layers UL U305(1 Hr.) 5/8" Type "x„ Gyp. Brd. RESIDENTIAL-CODE DATA CHART General Notes: North (2) Layers 5/8" type "x" Gyp. Brd. o/ 3 USE&OCCUPANCY CLASSIFICATION R-1 TRANSIENT 1!2' Wood Studs o/ (2) Layers 5/8" Type CONSTRUCTION CLASSIFICATION V B(WOOD FRAME-PLATFORM CONSTRUCTION 1 . Plywood Shutters will be required for any new glazed area, as per Cover Sheet "x" Gyp. Brd. HEIGHT AND FIRE AREA 35'-0"Max.Height ENERGY COMPLIANCE REPORT DESIGN CRITERIA 2020 NYSDC 1609.2 - Protective Openings. Cedar Siding o/ #15 Felt Paper o/ 5/8" Plywood o/ 2020 NYS Building Code O 5 1/2" Wood Studs w/ Batt. Insulation o/(1) Layers Project Status 2018 NYS Energy Conservation Code 2. The ICC/ANSI A117.1-2009 Shall Govern all Accessibilty Facilities. REFERENCE SUBMITTED SEPERATELY COMCHECK COMPLIANCE 5/8 Type x Gyp.Brd. Date 12/10/23 National Electrical Code 2017 REPORT 3. Sprinkler System NFPA-13 Drawn by Author O7 Carpet o/5/8" Plywood o/ Floor Joist w/ batt p y All Energy compliance shall comply with the 2020 NYS Energy Code (This would Insulation o/ (1) Layers 5/8" Type "x" Gyp. o/ 0) Brd.1/2" Furring Strips o/(1) Layers 5/8" Type "x" 4. Separate Fire Alarm Plans will have to be submitted to the include lighting, equipment sizing, air leakage test) UL U570(1Hr.j Gyp. Fire Marshal for review prior to installation) Ami co0 0 N Le end 1 Scale As indicated N a-- 1/2" = V-0" 15 -4 " Hotel Moraine North Road Hotel LLC 62005 CR 48 Southold NY 11944 Tax Lot 1000-40-1-1 16'-8" 47'- 11Of studloPEDRAZZI Architects Drawing Key Notes MECHANICAL EQUIPMENT (1) Layers 5/8" type "x" Gyp. Brd. o/ BASEMENT CRAWL SPACE ( M STORAGE (Vented as required) 3 1/2 Wood Studs o/ 1/2 Furring N Strip o/ (1) Layers 5/8" Type "x" Gyp. Bird. <,3> 10.. 71, New 2"x6" Wood Studs w/ / Insulation. 11' 2" Existing East Building c-� Existing non-bearing wall to i be removed. 10 - 1" keExisting wall to remain. I I I I I I O / CPI Exit Sign. 616 i Emergency Lighting / Fire Exstingusher F.E I I s/co Smoke /CO Detector e 3 North Building Basement 7HS Horn Strobe 3 FS Strobe A-1.2 FPSSideyard Setback Manuel Pull Station J �EQ EO A-1.3 FACP Fire Alarm Control Panel — — — — — — — — — — — — - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - — — — — — — — — - - 1- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ❑ R_7==I I—F F=F,==t�=F�=F==1F= O Sprinkler Gong I II II II II II II II II II �II I I I I I I I I II II II II II II II II II II I I II II II II II II II II II I XHS Exterior Horn Strobe I II II It II II II II II II II I I I I I I l I II II II II II II II II II II I I I I I I I II II II II II II II II II �II II I I I I I I I I II II II II II II II II II II II I II II II II II II II II I I I / tea;\ ❑ ❑ i ❑ o /" Jaa:, New 8" Wide 3500 psi Poured in place ;, Concrete Walls, atop of 2'-8"x1 '-6" „ Poured in Place Concrete Footing, (2) #5 8 - 10' 6 -9 / /i /i / / z� clRebar at top of wall and bottom, Min. of 3 Clearance. Footing to hae 2 x4 Keyway and (3) #5 rebar continuous. ADA I � F7 El P' l lix clu \d Bath. 1 lip CIO Bath. Bath. Bath. Bath. e�, 70, O 100' Bluff Setback . -.- ' +'s/co cT,o N j O N Existing •;Staircase . 1 / I to be Reconstructed IE1 11 T- 8" 4 /A-1.3 Shall not encroach in the <Tc ¢ ¢ o ,df 4,°" Building Seperation y FA 1.3 2 /f l / REF. I S/CO I S/CO I� S/CO S/CO Ceiling Height 8'-0" I Setback O REF...,I O Venting 40 sq.ft x 4/0-13.6 sq.ft/Provided 29.5 sq. / ARCHITECT: 1 11 1 —-1- Light 0 sq.ft x 8%=27.2 sq.ft/Provided 44 sq.ft 1 R� / f studioPEDRAZZI Architecture + Design r Unit 501 REP. I Unit 502 I JI � —I / I 200 west 58th Street Unit 503 _j _L Unit 504 REF. Unit 505 Suite 10C, New York, NY 10019 Ceiling Height 8'-0" _ ! phone: 212.581 .1978 TV enting 278 sq.ft x 4%=11.2 sq.ft/Provided 29.5 sq.ft / Existing East Building 1 11 �1 TV I Light 278 sq.ft x 8%=22.2 sq.ft/Provided 44 sq.ftL TV Storage 12'-3" 12'-3" 12'-3" 12'-3" - / I I I I I I L_ -=L` 10'" 1" 01 IA Type of Construction @ North SEPERATION TO Reconstructed Existing TYPE OF I I Shed - Ref. Drawing A-3.0 North Building Floor Patio Patio Patio Patio Patio CO RUCTION ; / I Plans Li L-1 Ll � I " RECEIVED Project Status fr` 11 -2 ►--- Date 12/10/23 12'-9" 12'- 10" 12'- 10" 12'- 10" 12'- 10" BUILDINGS SEPERATION i MAR 2 9 2024 Drawn by Author fr 2 North BuildingFirst Floor Plan VA TYPE OF CONSTRUCTION 1/4" = 1'-0" Southold---- lown 1, 00 sq.ft Plang -B oard a77_ f Aml A IN 64'-7" N N Scale 1/4" = V-0" / N r- AL / 3 - '-1.2 A-1.3 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ _ 1 - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Hotel Moraine North Road Hotel LLC 62005 C R 48 Southold NY 11944 r , Tax Lot 1000-40-1-1 8'-0" 3'- 10" 8'-0" 3'- 11" 8'-0" 3'- 11" 3'- 10" 8'-0" 3'- 11" 8'-0" r r r @ r r r r @ N studioPEDRAZZI Architects s , C7 CIT @ / \ / IDDrawing Key Notes Bath. Cl % / (1) Layers 5/8" type "x" Gyp. Brd. o/ 3 1/2' Wood Studs o/ 1/2" Furring Bath. Bath. Bath. Bath. _--_---- ----- _---- % /�a / \ Strip o/ (1) Layers 5/8" Type "x" Gyp. El Brd. `> o o --- - - - - 4 A-1 3 // � New 2"x6" Wood Studs w/ t Insulation. l U r% I H X X I // Existing Staircase I/X\ 1, o be Reconstructed C-� Existing non-bearing wall to sico i of t be removed. sico /co sico s co t Existing wall to remain. c~" REF. ` @ i t Existing Staircase Exit Sign. - t 9 ® g REF. REF. --- ---- -- ----- - - -- ------ -, REF. �'I-- t REF. -- ', � t to be Removed � Emergency Lighting L L - I _ Unit 601 I Unit 602 } =-L= Unit 603 Unit 604 i'I I .\ Unit 605 --I_ c F Fire Exstingusher j TV �' t Tv ry ( -T TV ! II �, Existing East Building sico smoke /CO Detector - - - - - - - - - - - - - - — — — — — — = — - - - - -�_- - - - - - -�' — ' - = - - - - - - - - - - -_�I — il = - - - - - - - - - — - � t ___ __-_ - -- _ ----------- - -- _ HS Horn Strobe ---- --- ------- ---- � �®��� � sT Strobe . am oft on w - awma amm4s�aas4"am..C^+� Ps Manuel Pull Station FACP Fire Alarm Control Panel EQ EQ 1,850 s ft q. O Sprinkler Gong 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" XHS Exterior Horn Strobe 00 1 North Building Second Floor 1/4" = 1'-0" RECEIVED MAR 2 9 2024 Southol Town Planning Board Car`t � _ Level 3 r o `t'=wpC. �� r CO I _ ARCHITECT: Level 9' - oil studioPEDRAZZI Architecture + Design 200 west 58th Street r Suite 10C, New York, NY 10019 r ' phone: 212.581 .1978 r CO Level 1 North 0' - 0" �® North Building Floor Plan Project Status Date 12/10/23 -Drawn by Author o_ Level5 A� l m2 M — — _ CO . - . - .a . , ` . , ,-," - • " ,' , ., " : : . _ . • . -"" , " '. - -• • - Lev 4 N Co -9' - 6" Scale 1/4" = 1 '-0" N r� Section 6 Hotel Moraine �swees orww ,a++s+n ewwww wwwn awwer+euwwwwwwwannwwwwwwwwwwwwwwwwwwwaewwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwe.wws wsnwaw,e++.e»mnwaa ees ene a's ave e aca cz s•na-n+ma an am sin ean awwweeuwaeswwwwwwwwwwn a+.m..w� North Road Hotel LLC E 62005 CR 48 Southold NY 11944 d Tax Lot 1000-40-1-1 .. f e t studioPEDRA=l Architects ,w Drawing Key Notes — Level3__ — — — — — — — — — — — — — — — — — — — — —Level 3 - 011 TT i I i I I ;i i i f i I —� — f• � -- I _TTi i u I — Level I _ 6 9, 0„ i i i i Level 1 _ _ Of Level 1 " n South Elevation A n East Elevation A I I I I � i RECEIVED PEAR 2 9 2024 Southold-Town I Planning Board — — — — — — — — Level 3 } Level 3 „ , „ I i Level 2 Level 2 ARCHITECT: 91 - 011 I 9' - 0„ studioP D E RAZZI Architecture + Design g ' 200 west 58th Street / Suite 10C, New York, NY 10019 phone: 212.581 .1978 Le vel01 _ Level 1 7 It 0' - 0 North i „ .. _ North Building Elevations Project Status Date 12/10/23 West Elevation A n North Elevation A Drawn by Author 1/4" = 1'-0" a A- 1 m3 M CO N O N Scale 1/4" = 1'-0" N Z GENERAL NOTES ADA DETAILS :' NEW DRAWING Hotel Moraine cc ® ISSUED WITH CHANGES U_ North Road Hotel LLC 1. THE GENERAL CONTRACTOR IS TO SUBMIT TO THE BUILDING'S OWNER ALL NECESSARY ISSUED WITH NO CHANGES w 4'-0 62005 CR 48 INSURANCE FORMS AND AFFIDAVITS PRIOR TO THE COMMENCEMENT OF WORK. INsuLATE HOT WATER w r---� � 3'-0" MIII 3'-0" MIN 3 Cl)REVENT CONTACT'-0" MIN PI 0 TO BE ISSUED Southold NY 11944 PES AND DRAIN TO 4' I I Tax Lot 1000-40-1-1 I 2. CONTRACTOR SHALL GIVE THE TENANT WRITTEN GUARANTEE COVERING ONE(1)YEAR FROM DATE uNE of REQU'RED M OF FINAL ACCEPTANCE BY THE TENANT(CONFIRMED IN WRITING),AND HE SHALL,UPON NOTICE, :C��-s" MIN -s° Mua 1'-s" cLEAPANCE MIRROR -6. N PROMPTLY MAKE GOOD AT HIS OWN EXPENSE,ALL DEFECTS IN MATERIAL AND WORKMANSHIP I x O DURING THIS PERIOD WITHOUT ANY COST TO THE TENANT. I cv 3. THE GENERAL CONTRATOR SHALL CHECK BUILDING OPENING CLEARANCES FOR DELIVERY OF - -� NOTE. X = 1-0' IF D71P HAS BOTH DRAWING LIST T studioPEDRAZZI Architects EQUIPMENT AND/OR MATERIALS-IE.,SIZE OF ELEVATORS,CORRIDORS,ETC. A CLOSER AND A LATCH A-2.0 COVER SHEET V 00 ----- 7EE CLEARANCE 8' MIII. s" MAX TOE CLEARANCE ------ I A-2.1 WEST BUILDING FLOOR PLANS 0 4. UNLESS OTHERWISE NOTED,ALL DIMENSIONS ARE FINISHED DIMENSIONS. a-o MIN. � -C" MIN. DEPTH 1'-5' MIN. I - X fi A-2.2 WEST BUILDING FLOOR PLANS 00 Drawing Key Notes i 5. ARCHITECT TO VERIFY WALL LAYOUT OF INOOD STUD PARTITIONS PRIOR TO SHEETROCK s'-o" "."'ll I cLEnR--- - NOTE x =s-u" MIN. IF v=5'-D; A-2.3 WEST BUILDING ELEVATIONS O INSTALLATIONS.ALLOW ARCHITECT 24 HOURS NOTICE FOR FIELD INSPECTION. 4'-0' MIN i SPA TOO O --a-0 -- X= 3'-6" MIIJ, IF Y=a'-s". 00 1 1/4' TO 1 1/2' 1 112' � I a 10' 2'-6" ----f 7, THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION AGAINST DIRT AND 3'-0 ""I' a'-s" MIN F 00 ----- - -o., DAMAGE AND SHALL BE RESPONSIBLE FOR KEEPING PUBLIC CORRIDORS CLEAN AND FREE OF -o" Mw r-r AX. - -0" 3'-6" MIN. 4'-0" MIN MATERIALS AT ALL TIMES, -° MIN ''-°' IN. TOILET PAPER O Nore v= a'-o" MIN v=a'-s" MhL c = IF DODD HAS A CLOSER a, „ ff _T 8. ALL PERTINENT PRECAUTIONS FOR FOR ACCIDENT PREVENTION RECOMMENDED BY THE 4 SCALE: ASSOCIATED GENERAL CONTRACTORS OF AMERICA,INC.,OSHA,OR BY STATE AND LOCAL LAWS GRAB BAR I IE- AND REGULATIONS,SHALL BE CONSIDERED TO FORM A PART OF THE CONTRACT WORK, I-- I SYMBOLS NOTE Y= 3'-6" MI\„ Y=4'-0" MIN, IF DOOR 9. ALL WOOD BLOCKING,GROUND,CABINET WORK,WOOD DOORS,ETC.ARE TO BE CONSTUCTED HAS A CLOSER IN THEIR ENTIRETY USING SOLID WOOD LUMBER AND/OR PLYWOOD. 6 SCALE: M 1'-0"YMIlI I A DOOR 10.BEFORE STARTING ANY WORK RELATING TO EXISTING UTILITIES(ELECTRICAL,HVAC,GAS,ETC.) Q II 4 o., I ® NEW WOOD FLOORING THAT WILL TEMPORARILY DISCONTINUE OR DISRUPT SERVICES TO THE EXISTING BUILDINGWINDOW NOTIFY THE ARCHITECT AND THE BUILDING OWNER 72 HOURS IN ADVANCE AND OBTAIN �� NOTE: Y= 3'-6" MIN;CLE R WIDTH ANI MOU'J 2 II HAS A°CEOSERE DOOR 51 DETAIL SYMBOL A 11.DO ALL WORK SO AS NOT TO ENDANGER BUILDING STRUCTURE.PROVIDE TEMPORARY BRACES Lobby 4" LfAX. z 10" MAX. I- _�.-I G'-o° MIN. g EXISTING CONSTRUCTION AND OTHER SUPPORTS AS MAY BE REQUIRED TO ASSURE THE SAFETY OF THE EXISTING X IS THE 1'-0" MINIMUM HANDRAIL EXTENTIO11 REQUIRED AT EACH TOP RISER CONSTRUCTION. z I I 4 azzo z ELEVATION SYMBOL Y IS THE MINIMUM HA'DRAIL EXTENTION OF 1'-0" PLUS 2'� ® PROPOSED CONSTRUCTION THE WIDTH OF ONE TREAD THAT IS REQUIRED AT EACH I- Q BOTTOM RISER 13.ENFORCE ALL REQUIREMENTS REGARDING SIGNS,SECURITY,FIRES,DANGER,SIGNALS, I LJ w a'-o" MIN. z ® MILLWORK BY CONTRACTOR BARRICADES,SAFETY LIGHTING,AND SMOKING. _ SCALE: o Q so SECTION SYMBOL 14.BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING STRUCTURE OR CONTENTS BY REASON OFFICE ROOM SYMBOL OF THE INSUFFICIENCY OF PROTECTION PROVIDED. 3'��" ""'' 1 PARTITION TYPE 9'2" CEILING HEIGHT SYMBOL 15,ALL MATERIALS,ASSEMBLIES,FORMS AND METHODS OF CONSTRUCTION AND SERVICE C� EQUIPMENT SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL BUILDING CODES SCALE: 7 SCALE: V SCALE: SCALE: 16.WHERE PIPES,WIRES,CONDUITS,ETC,PIERCE FIRE PROTECTION OF INDIVIDUALLY CASED STRUCTURAL MEMBERS,SUCH PENETRATION SHALL NOT EXCEED 2%OF ANY FACE OF SUCH PROTECTION AND SHALL BE CLOSED OFF WITH CLOSE FITTING METAL ESCUTCHEONS OR ZONING INFORMATION PLATES. 17.DUCTS,PIPES,AND CONDUITS PASSING THROUGH RATED CONSTRUCTION SHALL HAVE SPACE NOT DESIGN CRITERIA TO EXCEED 1/2 INCH PACKED WITH MINERAL WOOL AND CLOSED OFF WITH CLOSE FITTING METAL ZONING DISTRICT: RESORT RESIDENTIAL ESCUTCHEONS.AGGREGATE NET AREA OF SUCH OPENING SHALL NOT EXCEED 25 SQUARE INCHES IN ANY 100 SQUARE FEET OF WALL OR FLOOR AREA UNLESS PROTECTED BY RATED SELF CLOSING DEVICES PER NY STATE BUILDING CODES PERMITTED USES:TRANSIENT HOTELS OR MOTELS 18.FIRE DIVISIONS SHALL COMPLY WITH THE PROVISIONS OF N.Y.FIRE CODES AND SHALL BE Town of Southold ADDRESS : 62005 ROUTE 48,TOWN OF SOUTHOLD, NY. CONTINUOUS THROUGH ANY CONCEALED SPACE IN FLOOR CONSTRUCTION. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SCTM# : 1000-40-1-1 (3.21 ACRES) 19.CONCEALED SPACES WITHIN WALLS,PARTITIONS,FLOORS,FURRING,PIPE SPACES,COLUMN, RECEIVED ENCLOSURES,ETC.,SHALL BE FIRE STOPPED WITH NON COMBUSTIBLE MATERIAL THAT CAN GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD HAZARDS AIR FREEZING AREA OF WORK:WEST BUILDING EXTENSION BE SHAPE FITTED AND PERMANENTLY SECURED IN POSITION PER N.Y.STATE BUILDING CODE. SNOW SPEED DESIGN WEATHERING FROST LINE TERMITE DECAY DESIGN UNDERLAYMENT INDEX MAR 2 9 2024 LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20.PENETRATIONS OR OPENINGS IN WALLS,PARTITIONS OR FLOORS FOR PIPE SLEEVES,ELECTRICAL SoufFo-I d Town DEVICES,ETC.,SHALL BE PACKED,SEALED,LINED,OR OTHERWISE ISOLATED TO MAINTAIN THE STC 6 Planning Board RATING. 45 PSF 140 C SEVERE 3'- " M-H S-M 11 YES N/A 1500 21.INTERIOR FINISH REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE N.Y.STATE BUILDING CODE. DESIGN CRITERIA BEING USED: PLOT PLAN 22.LIGHT AND VENTILATION SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF SUBCHAPTER 12, American Forest and Paper Association (AF&PA) Wood Frame D ARTICLES 2 THROUGH 7. tiv Opp g R. TABLE 1607.1 IAITABLE 1604.3 MINIMUM UNIFORMLY DISTRIBUTED "'4 ALLOWABLE DEFLECTION OF r> . 1' r STRUCTURAL LL "� WALUCEILING LEGEND MEMBERS LOAD LIVES (in pounds per square foot) STRUCTURAL MEMBER ALLOWABLE DEFLECTION USE LIVE LOAD ROOF MEMBERS SUPPORTING PLASTER OR STUCCO CEILING \i U240 EXTERIOR BALCONIES 60 ARCHITECT: (2) Layers 5/8" type "x" Gyp. Brd. o/3 ROOF MEMBERS SUPPORTING NONPLASTER CEILING U180 DECKS 40 ' ° O 1/2' Wood Studs o/ 1/2" Furring Strip o/ ROOF MEMBERS NON SUPPORTING CEILING L/120 PASSENGER VEHICLE GARAGES 50 �. �� ��p�, �A°,� studioPEDRAZZI Architecture + Design UL U420 (2) Layers 5/8" Type "x" Gyp. Brd. FLOORS MEMBERS U240 ATTICS WITHOUT STORAGE 10 a 200 west 58th Street EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH L/360 ATTICS WITH STORAGE 20 Suite 1 OC, New York, NY 10019 EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES U240 ATTICS ACCESSED BY A FIXED STAIRWAY 30 phone: 212.581 .1978 (2) Layers 5/8" type "x" Gyp. Brd. o/ 3 J ,� 1/2' Wood Studs o/ 1/2" Furring Strip o/ _` (2) Layers 5/8" Type "x" Gyp. Brd. EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES U120 ROOMS OTHER THAN SLEEPING ROOMS 100 INTERIOR PARTITIONS WITH PLASTER OR STUCCO FINISH L/360 SLEEPING ROOMS 40 INTERIOR PARTITIONS WITH OTHER BRITTLE FINISHES L/240 STAIRS 40 (1) Layers 5/8„ „type x„ Gyp. Brd. o/ 3 1/2' O INTERIOR PARTITIONS WITH FLEXIBLE FINISHES U120 GUARDRAILS AND HANDRAILS 2 Wood Studs o/ 1/2" 00 Furring Strip o/ (1) Layers a UL U305(1Hr.) 5/8" Type "x" Gyp. Brd. North (2) Layers 5/8" type "x" Gyp. Brd. o/ 3 O General Notes:1/2' Wood Studs o/ (2) Layers 5/8" Type RESIDENTIAL-CODE DATA CHART ENERGY COMPLIANCE REPORT Cover Sheet "X" Gyp. Brd. USE&OCCUPANCY CLASSIFICATION R-1 TRANSIENT CONSTRUCTION CLASSIFICATION V B WOOD FRAME-PLATFORM CONSTRUCTION 1 . Plywood Shutters will be required for any new glazed area, as per Cedar Siding o/ #15 Felt Paper o/ 5/8" Plywood o/ HEIGHT AND FIRE AREA 35'-0"Max.Height O6 5 1/2" Wood Studs w/ Batt. Insulation o/ 1) Layers DESIGN CRITERIA 2020 NYS Building Code 2020 NYSDC 1609.2 - Protective Openings. ( y Project Status 5/8" Type "x" Gyp.Brd. 2018 NYS Energy Conservation Code 2. The ICC/ANSI A117.1-2009 Shall Govern all Accessibilty Facilities. REFERENCE SUBMITTED SEPERATELY COMCHECK COMPLIANCE Date 12/10/23 Carpet o/5/8" Plywood o/ Floor Joist w/ batt National Electrical Code 2017 REPORT Drawn by Author a OInsulation o/ (1) Layers 5/8" Type "x" Gyp. o/ 3. Sprinkler System NFPA-13 All Energy compliance shall comply with the 2020 NYS Energy Code (This would Brd.1/2 Furring Strips o/(1) Layers 5/8 Type x include lighting, equipment sizing, air leakage test) Am2nO MUL U570(1Hr.) Gyp• 4. Separate Fire Alarm Plans will have to be submitted to theo Fire Marshal for review prior to installation) N Scale As indicated N II A-2.3 I I �II II I I III III II II I 1 I I I III II I I I I I I1II I 11I� iII,IIiIi I.i,IIIi' I�lIIII:1II,II I ItI:IIiII IIII I IIIII II IIIII'IIIIiI:II Iii', IiI:IIII� 11IIIIiIIli 2 II ':I -II I 5iI!I"IIiII .I iII I'III Ai�iIIIi �III 31III�IIIIII III I:I❑: 3IiIII ,IiIiIi: Ii ` I I�i IiI' �r•i� I j i.� ^Ii,::It.III I1I i I !1i I1II1I I I IIII:III I:tI 'iIIII III:IIII , :I iI I�l II l 1iIII ;i2iIi ' II- 5IIIIiIi IIII II"1II iII I I lII �IlIIIIIIIII1 IiIIR„tI1R"1u�II� I.I I '�IiIIIII� I t�IIIIi� iiIj!I ==— �II : IiIIII'I! II _ IIiii!IIIIII : — , iIII;II 1Iii1I II ' , flu"upIIIIIIII:IIII ,IIIIIIII:: IlIlIIII1IlI I ❑ ❑�1IIIIIIII_-�-__--__---=-- �IIIIIIII�II,II - ---- II1II = l CC�—xOH� s H ob t e t L l Moraine North Road Hotel LLC 62005 CR 48 Southold NY 11944 -40-1-1Tax Lot 1000 I L studioPEDRAZZI Architects e c t s TV TV Drawing Key Notes 4,1 (1) Layers 5/8n type uxuGYP. B r d. o MMN/ 3 1/2IWood Stud o/ 1/2u Furring Stripo/ �1) Layers 5/8. Type Ix" Gyp. Brd. 3 Unit 107Unit 106 5'- 1 New 21x6" Wood Studs w/ "$1 Sico Insulation. Existing non bearing wall to eremoved. 8 0 I Existing wall to remain. 018 0 4 Exit Sign.4 -0 Emergency Lighting Fire Exstin u h rFE Smoke/CO Detector it HSHor StrobeBath StrobeSTManuel Pull Station Fire Alarm Control Panel Li Sprinkler Gong JI FI Exterior Horn Strobe 2 West BuildingFirst Floor Plan ------- 1/411 11-011 R. I-AM, ARCHITECT: studioPEDRAZZI Architecture + Design 200 west 58th Street Suite 10C, New York, NY 10019 phone: 212.581 .1978 North RECEIVED West Building Floor Plans im 2 9 2024 Project Status —SouthodTown F,lanning Board Date 12/10/23 Drawn by Author A11111111111111112olO4 N Scale 1/411 = 11-011 0 N Hotel Moraine North Road Hotel LLC 62005 CR 48 N Southold NY 11944 Tax Lot 1000-40-1-1 I I j studioPEDRA=l Architects I I I \ Drawing Key Notes I I Level 2 — — — — — — — — — — — Level2 9' - 0" 9' _ 0„ I I I \ I _Level1 Level1 T 0 0 I - 0 0 : I - I I i I West Elevation B U 1/4" = 1'-0" — — — — — — Levels -8' - 0" 4 Section 3 1/4" = 1'-0" I i i I i I I I i { \ ELI Lj i _ Level 2 _� ! ARCHITECT: Level 2 . - — _ studloPEDRAZZI Architecture + Design . I 9 0 i —- 200 west 58th Street .,4 Suite 10C, New York, NY 10019 phone: 212.581.1978 —.. — , n I I 6 _ Level 1 !i i North 0 i v� Le el 1 of 0 West Building Elevations _ I RECEIVED Project Status MAR 2 9 2024 Date 12/10/23 n South Elevation B soutnoidgown _ Drawn by Author Level 5 ` 1/4" = 1'-0" Planning Board a- a COlit Am2m3 3 North Elevation B Scale 1/4" = 1'-0"