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1000-48.-2-44.3
__ - __ . � 11 I ___ I . I , . / , I . I . . I . I . � I I I. I I I . I . I . . .I. . .. . . . I I . I I . . . � . . . � I. . . . . . � .I I I . . I . .. . . . �.. � . I I 505 ) . � I . I . . I 1 . 1 . .. � I .. I ' � I . � . . . . . � . .. 11 . � . I I I � - I . � I . . . I . , I I .. .1 . I. . . . I I . CORWIN � I . . � . 11 . I ... I I . . . . 1 .I . . I .. � . I - I STREET ( I . . . . � I . � . . . . � EXISTING MANHOLEI I . . . EXISTING MANHOLE INV EL:8.24' ---------__--- -EXISTING a" DIA_PIPE (150=o")_ ---- INV EL:a.01' . _ �CISTING SEWER MAIN TO REMAIN ------- . _ � rWATER WATER WATER WATER WATER WATER -- WATER V�/AjER WATER - _-- - \ EXISTING WATER MAIN TO REMAIN --- ------ _--_.__-- , ' WATER WATER WATER WATER WATER WATER WATER WATER WAT I _,"o S�, WATER WATER WATER WATER WATER WATER - WATER ----------------- ----------- ----- ---�- +/ ,p� WATER WATER WATER WATER WATER WATER "J . �y sri r FF`Cc' INV EL; 12.16' WATER WATER . To I/ S 88'038 '22 " 30 DEG. MAX BEND k/ 'WF\'g/N /{ NEW MANHOLE EXISTING WATER y� I F - AT SOIL LINE Sy -q j </ MAIN 4 SHUT OFF VALVE o ,4 ^ ' �`Fr{ g, NF SEE DETAIL B TO REMAIN , �•`( - ,� - THIS SHEET . LLLj - - 05��\\.\'\ INV EL: 15.00 - - •_ - . . . NEW HOUSE TRAP O� SG 3 -- -- -- • , I, `/ SEE DETAIL D PR p\P�,�p,\� --o O ---- ------ -__ - -_ - - - _ „- _ - -. - - - - - - - _ 65 . 84 ' � INV EL: THIS SHEET © ��E��,��'/ Z° INV tl_: INV EL: 14.00' ------ � ���X 4U ��' - -- - EXISTING 9.67' 'C�`\5/ I 12.85 -- -------------- y���� ��2P 4 . - _' __-_ - EX15T1NCo Q NV E _MANHO ^.� _ 59.96':f I /� I _--------- ---- 121.25' sa LOADING 1,�0 k ; <` ,- / r- - -- - s BERTH ---- c-moi I-=--- O ?IV 1 / ' , RY �U�LD \ si Tp REMP,IN t:j _ - -------1. i- EXISTING , ,� EXISTING \���v 'Z" (T1 �NG 1 I EXIST. HOUSE TRAP - , �� 1`. ,' (EXIST/N6 �- ''r' EXISTING -------- ---- --- , DRYWELLS -` -r- -1-�.2y TO B G 14.00' I '; PIPING TO REMAIN ------- li R PIPING � PIPING s ��� , . �r- STOR INV EL: , , DRYWELLS g1:ll PROVIDE NEN INTERIOR , -1 TO REMAIN I CONY EXISTING SOIL LINE 1 ' ERT ' TO REMAIN SHUT OFF VALVES ' To REMAIN ,__' m Y�N�G,4RD T� I -' _, To REMAIN PROPOSED `i--- WATEf� , , , - Q.. � , Y 1 -1 I 1 l �L�GIt SEE DETAIL 4 TO o�J r , ' ' AREA: +/_ 2 ) ul _ I ; % THIS SHEET VINF-& BL WAME , 41 , . F=.1=. 1=L:16.5: ,257 S.F m I s TO F, ,Oros �- INC Wp�TER MP:IN . 156. , EXISTING \ (NSyV EXISTING' O ' I / Y REMA ` I. Q N ,_` I EXIST I�� w `` �'A�R / S DRYWELL` ,' i ' TING DISTILLER I TO IN FOR � � L�I LD I DRYWELLS ANITAp,r S ` _ EXIS PROP05EV AGE , i__� I STOGY LJ I. �p ST ORA P EXISTING ' / 4 PIPING SRVIGE TO REMAIN LOf�DING I I O TO REMAIN I S-r0RY •T o LAB � STOR � -4 4.521 0� , r (E><1STII - DRYWELL 0 � I 60.041 BERTH I WATER TO �,IN O ��RFHOUS� 12ND STOR o `- �u _ R��,: +l- 5,056 S.P. # PIPING TO REMAIN , TER I , REM (�X15TIN O O 'rl G , J . N p` gP�NITARY SERVIGI=) � WATER WA ' ® 20.061 GON� RTI� TO I (�XISTIN N ;- ; NEW 1500 GALLON A I O Mp.IN }��) ON� RT � -PROPANE TANK w (NO WATER / `�1 �� p 1 ST I LLQ I TO 15F G p���) • / NEwR MAIN ER W E WATER -� yyp,TER LINE i 156.51 1 7 RIoR �}zOi�O STOP . t z PROVIDE NEW INTE 18,q"1�1 S.P. TO L�� i i �✓ , P►zo�►D ► 8.601 VPjLVE p�R�p,: +I- I 42-12 5.F• l , 7 __ _ SEE DETAIL NEw THRUsr ETAIL p_4�� N SLoGKING SHUT OFF 19.4 SERVICE) p,REf'k: +/- TER / �_ ' ' - PROVIDE NE THrs sHEEr ' I 11 P P � A SANITARY I (EXISTING W� REMAIN) ; i � /� / SHUT ORR VAL INTERIOR I (N>✓w Wp.T1=R / VE p SA.NITA,RY 5ER`IIGE TG -� - _�_ _ - ." -- 5 . W I ..... . W v STORY I _5 101.31' _ -- -----` , UIL.h�NG o "- ON I EXISTING STORAGE I _ _ - - NOTA: RGA 23.26' 13a.aa' / AREA: +/- 5 TD -'�- ALL EXISTING INFORMATION TAKEN FROM o ,297 s.�. MA i N) _ _ .---- - .` . (NO kgATER SURVEYS d SANITARY SITE PLANS BY: I . ^� / SANIr,ARY SBRVIc>=) o I = _ _ - . N - -� _,....... - -'�� GARRET A. STRANG ARCHITECT . / - , I. , + ,< - --- t:' . 34.24' 109.99' I MAIN ROAD P.O. BOX 1412 ; / O EXISTING �_ - - 0 50UTHOLD N.Y. IIh"il . . . IAD r . . 1 jo, 0 ry SHED TO REMAIN ry - A�� DATED APRIL 11, 1913 ' n , +/- 419 S,� N N ' \C _ 111111111111111111 � � � . .. .1: � . .. . _ . . .1 ::, 1-1 . . .� I �. +_ �, . N RICHARD P. ARELT ARCHITECT . , � . I . . . . I.. � / ANITAgR R / 34.27' _ _ . EAST SETAUKET, N.Y. --�'" DATED MAY 2, 118,5 �C��, ; ,�- 7 - NEW WATER LINES TO BE A MINIMUM ' �- T� OF 54" FROM FINISHED GRADE 11 4 0 1, FEHRINGER SURVEYING PG ' ' ' S 84011 / 200 JACKSON AVENUE O 10 20 30 I 60 -1O 8O �iO IOO �I SEAFORD MN.Y. I17a1 I I I I I I I I I I . .1 .. SAI `� I T A RY SITE FLAN DATED MARCH 19, 2016 . SCALE: 1"=20'-O" � OENERAL NOTES: ° � o �� � d° 4� d ��° d° d°� � ° d ° d ° do o r d� d° aCm° Q 2 , d° ddi �° d ° I. ALL ELEVATIONS ARE BASED ON NAVD (1188), USG G5 DATUM F- + + + + + + F- + + + F- H F-_ " m �- F- + H + . + r. 2. THERE ARE NO KNOW NEIGHBORING WELLS WITHIN 150' OF THE PROPERTY EL: 20.Om O Ul O N O Ul O U) O N O U) O U)O N O Ul O Ul U1± m± U) + U)O . N O Ul O UU) O U~l O N O N 0 . N O N O N O N�. . -° .1 . . ; . i EL. 20. . O X . . .. . ..._. .. .._.!_. ... ; EXIST. , , EXI5T,•FI,N LR . TE OR WETLANDS WITHIN 300 OP THE PROPERTY , I 3. THERE 15 NO SURFACE HATER :. NEW MA , ; .. ; .. ' NHOI E ;. ..;... FN } I I . I l ;.. 1. ;... _;.. FIN FLR ;.. ,.. I NEW :_.. $ . i . , SEE DETAIL . _. .. .. , ; ;. .. ..' 1 MANHOLE 1 T , _ I .. . ZON I N(2 I NFORMA ION: EL: 15.0 EL 16.5 - - , , 3 ' ?- EL 11.0 --- --- -- --- --- - 7�� ELI - - - --- -- 5 EET H15 SEE L w DETA I 'U - - ; BON THIS: . J . # . I EXIST. _ 3 . .r . . . ...; 5.G.T.M. 1000 46 2 44. , q INV EL - - . SHEET .. .f. 1 . .. L a INV EL: b D 1 I INV E , AREA. 6-1116.96 S.F. 1.541 ACRES) 114.0 ; i ._ .. f V EL: - -� - ( ) a] . q H t ; , IA N 12.83 SEWER MAIN 14.00... p EXISTING USE: LIGHT INDUSTRIAL EL: 10.0 ' --- - --- --- --- - - - - L. 10 INV EL. - - --- -- -- N NEW 6r. - - , TO REMAIN . :...12.16.'.-. E p 13.00 O 41 I " I EXIST.. pp INDUSTRIAL ' ; 501L.LINE ! . , INV L: I uJ . - . PROPOSED USE LIGHT I b i , , , , x r , ? ; E . w I . . ;. .;. : . wl . , , . OI A AGEMENT ZONE 4 O I . GROUND WATER M N 1 SOIL LINE z . .;. . : . : : TO REMAIN . EL: 5.0 - REM IN I N --- --- ---- --- EL: 5.0 - , , , tl -- - - r , , -� ' 1 ! O .11 i I . tl. U L G STI ON 1 . , , ! O JAI G L L : 5�4NIT� Y , I . 1 , I 3 : I. t _ - 1 , D= ,' , �,.. ........... ........I .. .. ... �.. , BUI D NG AREAS. .., .. .... .. .. . .....1. I .x...... .,... _ -.. ., L I x , , .. 3 5 , .,... i...... .i s ` I STORY BUILDING (PROPOSED VINEGAR): +/- 225'1 S.F. EL: 0.0 EL: O.O " I STORY BUILDING (EXISTING STORAGE): +/- 5,211 S.F. � �� � TI OYR� IR �1�1 `� I TY � I '.. STORY BUILDING (SHED): +/- 419 S.F. _ SCALE: 1"=10'-0" . SCALE: I"=10'-O" I STORY BUILDING (PROPOSED DISTILLERY): +/- 18,111 S.F. (�) IMAGE DEPICTS PROFILE OF PROPOSED VINEGAR TO NEW MANHOLE � IMAGE DEPICTS PROFILE OF EXISTING .SEWER MAIN TO PROP05ED DISTILLERY . " I 2ND STORY (LAB / STORAGE): +/- 4,212 S.F. - 1 5TORY BUILDING (EXISTING STORAGE): +/- 5086 5 F . TOTAL AREA: +/- 56,310 S.F. G �j ` / I G ,{ . ADJUSTABLE LOCKING TYPE "F''- 2'-6" BRONZE LOCKING SGM� IPPR'O Y , L JT I" I ; 1. DEVICE W/ KEY / . SANITARY FLOW: 0.04 GPD PER S.F. (WINERY d BREWERY) IRON FRAME AND COVER = WRENCH SUPPLIED +/- 56,510 X 0.04 = +/- 1452.4 GPD (TO BE WATER TIGHT AND ff . S >tf,Q��c Coy., �W Dn+. A ; c,• r,ara, Mice INSECT PROOF.) 2 PENETRATING p,,,,r? F't Qf l ea,th�Pr{'ICCS � Adrnly,f,,, PROGE55 WATER FLOW: +/- 2,550 GPD1. SEE DETAIL G - PICK HOLES �'Pr' royal FQr Ca t cacti?at-C£l:et g ttanir� ,c < r!,iun:�ar! :' ' ` t ,le F�,Z_lys�wl b" TRAFFIC _ ` (JjjjlI 2-� i 1 TOTAL SEWAGE FLOW: +/- 4,002.4 GPD BEARING SLAB TO }?ECETe,cc�,h'a C 1 ./(,_�vl MEET AASHTO H-20 Q "S.G. SAN. SEWER" Design Ftovr`/`t2�f C�R9 �`or�st iY E N : n 1N 1-1/2" HIGH . ,�d 72 ?)t eLG•re/ _ Tf-TRUST BLOCKINGRE REQUIREMENTS _ 3-2 LETTERING U�e!s)__ sv� � ___ - -, . 1 . (SHOWN IN S.F.) 3/4" DIA. OR 1/8" 5Q. Thesc �I^ns ilv� (�. �n r,�1ie�A,,ec° dor ,ria f _ - SELF 5EALING BUTYL CO'c' y � t*3 rt o k{ ,a;1, n..,..., COPI0rrrIuncc v✓itrc Suf')I! -7770 PIPE DEAD END 10 DEG. 45 DEG. 22 I/2 DEG. � F STEPS ARE TO BE NOTE: el Services stars 'c= r- •.: s. .. Ii=`tP . % Fond S01a✓ c. C1.4ra, .Lf�.cr tQ 1�'�ger Sill) li" Y r`".': _ RUBBER I. MANHOLE FRAME SHALL E33E TYPE F, ADJUSTABLE WITH LOCKING COVER, ```c di`f'}"al• f,crardle,.;sof Ln orr:issloci. r " s ., . - { y S,in f?i251ft�P.,.eS a. .a�k SIZE OR TEE BEND BEND BEND GO-POLYMER of detail, ca�cstrFcctian is re hired r r F POLYPROPYLENE .. 4" I I I/2 3/4 I/2 ASTM A-45 GLASS 30 GRAY CAST IRON, CAMPBELL FOUNDRY OR EQUAL. to be in accorda 2ce with the attached l `_�� Vz �: 'r 6" 2 3 2 I COATED percra_t car�`iiiors .�d aal:c�ble standards �i>Z:hss s_ecir call ' 1. 2'-O I/2 STEEL BARS the i?„s� st. 5. an;naval ex it y ✓acvcd b n��r. . 8 . 4 5 I/2 3 I 2'-0^ 2. MANUFACTURER AND DP�TE CAST IN UNDERSIDE OF COVER. I •' c " : ! r y -.:, I -' `_:E rc c•� rrea:ewed: - 10" 6 a I/2 4 I/2 2 I/2 MAX. 5'� �_o• 5" MAX. ® 12" o.G. _ �,zrlesser f,, a e oin td.e ap val da ��, . 11 . (�)tjA������ HOLEER S T I 3 7 zcI6" 12 15Id2 8 I/2 41/2 - f. _ _ t.._, . �:,ovalDate :> 20 15 la 1/2 10 I/2 5 I/2 Q SCALE: I/2"=1'-O" ��vs - / �. � . FLEXIBLE SLEEVE FLEPXIBLE JOINT INTERIOR / EXTERIOR (TYF.) - ZS37� (,�A 1s� �,1r4-/��� ���,,r WATER LtAIE S ? - . .. . . .. SEAL OR APPROVED LINE OF BUILDING SUBJEG T SITE i EQUAL (KOR-N-SEAL) MONOLITHIC BASE / f '`- " _. FRESH _� a r ..l 37y V i-i ��\ NOTE: ��/,��// AI R-INTAKE �t1Fl"t3LK C®dJMTY L7LPT. OF r I. ALL MANHOLE SECTIONS SHALL CONFORM WITH A.S.T.M. G-418, LATEST EALTtt .sCR4li�£ 1. "t` . PROPOSED PIPE9 / GLEAN OUTS CLL €$52-S7U 3 4 ' ' �_� REVISION STANDARD SPEGIPIG,gTIONS FOR PRECAST REINFORCED CONCRETE n ' ` FiQU€;S IA!/1t1�' tdCE� j1�'' (SEE PLANS FOR SIZE) '-- M.H. SECTIONS. . // GRADE TO SCHEDULE IP: s=' C'"ion(s)• . ` 2. MANHOLE RISER SECTIONS TO BE FURNISHED IN 1,2,3 OR 4' HEIGHTS AS . O EG BEND 45 DEG BEND REQUIRED. �/, RUNNING SCALE: NONETHRUST BLOCKING TRAP . NOTES: (SEE CHART FOR S.F. REQUIRED) 3. LOADING TO CONFORM TO >gr45HT0 H-20 LOADING. . . .. I. CONCRETE BLOCKING SHALL BE APPLIED ON ,ALL PIPE LINES 4" DIA. AND GREATER AT ALL TEES, 4. ALL CONCRETE OS TO MEET x}000 PSI AT 2a DAY SET. FLOW FLOW - I d - I .FLOW FLOW UG5 GAPS d AT BENDS DEFLECTING 22 I/2 I:'EGREES OR MORE. �� / 'Z1' '�-a- PROPOSED INTERIOR RENOVATION ,FOR 2. BLOCKING SHALL HAVE A MIN., COMPRE551VE 5TRENGTH OF 2200 P51 5. ALL OUTLETS ARE TO BE SET OY MINIMUM BELOW INLET PIPES. / 4�''�C-y ,14w,••�r � �a f<:�:,,,. M�TGHBOOK D I STI LL I NG COMPANY LLO 3. BLOCKING SHALL BE PLACED BETWEEN SOLID GROUND t FITTING TO BE ANCHORED / , . �a �'t �• �,�„ 230 CORWIN STREET 6REENPORT N.Y. IIGA4 4. PIPES AND FITTING JOINTS SHALL STILL BE AGCE551BLE FOR REPAIR AFTER BLOCKING 15 INSTALLED 6. THE MAXIMUM CHANGE IN ELQ / 5'-011 MIN. II - _ �� �'� APPROVED sY: . /ATION BETWEEN INLET AND OUTLET INVERT(5) �p e_17.� SCALE, AS NOTED DP BY,RK 5. PROVIDE 5/4" TIE RODS 8 CLAMPS FOR ALL VERTICAL BENDS DEFLECTING 22 1/2 DEGREES OR SHALL BE NO GREATER THAN � FEET, CAST IRON PIPE r ' � oAT> 06-20-16 REv�sEo BY : MORE _ � ITRYNOL DETAIL _ THRUST 5LO� SETA I L � _ TRAP DETAIL . . Robert J. Gruber ,�rchitec.t _ : „ a� 416 �x re55wa Drive 50. Medford, N.Y. 11163 (631) 654-4g4q SCALE: I/4 -I-O 37� , 4 .SCALE: I/2 -I -O SCALE: I/2 =1-O �-ii � "�f_ I -.1' G,4LGUL T1 ONS, �I G 01= 0. 1, � ,�,',. S�rN I TP. 51 TE PLAN, ISSUED FOR MMI 01.15.16, REVISED: 01.10.11, REVISED 01.30.1-1, REVISED 03.02.11 NOTES $ DETAILS WB: #16_0.1 . I 0 . ., . , SHEET I NDEX BU I LD I NO DATA - MAIN BU I LD I NCC 1 . BU I LD I NO DATA - VI NEO AR �U I LD I NO - . 1. I . A-I COVER SHEET, GENERAL NOTED AND EGRE55 PLANS BUILDING OCCUPANCY / USE : - B BUSINESS / 5-2 LOW HAZARD / F-I MODERATE HAZARD' BUILDING OCCUPANCY / USE : F-I MODERATE HAZARD OGGUPANGY1. . . A_2 SITE LOCATION PLAN CONSTRUCTION GLA551FIGATION. _ TYPE IIB / IIIB GONSTRUGTION GLASSIFIGATION: , TYPE IIIB . . . A_3 51TE PLAN, CALCULATIONS 4 PETAIL5 MAXIMUM ALLOWABLE HEIGHT: 55'-O" / (4) STORIES MAXIMUM ALLOWABLE HEIGHT: 55'-0" / (3) STORIES . A-4 PHOTOMETRIC 51TE PLAN, CALCULATIONS $ DETAILS MAXIMUM ALLOWABLE AREA: TYPE IIB: 23,000 / IIIB:. Iq,000 MAXIMUM ALLOWABLE AREA: 12,000 . . A-5 FIRST FLOOR DEMOLITION / CONSTRUCTION PLAN - VINEGAR BUILDING $ GRASS GALGUL,�cTIONS: . . . MAIN BUILDING PART B I AUTOMATIC, FIRE SPRINKLERS PROVIDED: AUTOMATIC, FIRE SPRINKLERS PROVIDED: AREA: +/- rFE- 115 (EXISTING SPRINKLERS TO REMAIN / BE MODIFIED) NO Bu1LDiNG TYPE: nB , FIRST FLOOR DEMOLITION / CONSTRUCTION PLAN - MAIN BUILDING PART A MAXIMUM HEIGHT INCREASE PER BG504.:� MAX. HEIGHT -15'-O" / (5) STORIES MAXIMUM HEIGHT INGREASE PER BG504.2 N/A ALLOWABLE AREA d HEIGHT: B OCCUPANCY: 26,000 S.F. / 4 STORIES.(55') • A-6 _ . A--i SECOND FLOOR DEMOLITION / CONSTRUCTION PLAN - MAIN BUILDING MAXIMUM AREA INGREASE PER BG506.3 4 BG506.4: TYPE IIB: 6q,000 / IIIB: 5-1,000 MAXIMUM AREA INGREASE PER BG506.3 4 BG506.4 N/A . SPRINKLERS YES SINGLE OCCUPANCY: YES A_5 REFLECTED CEILING PLAN - VINEGAR BUILDING, MAIN BUILDING PART B ACTUAL BUILDING HEIGHT : I +/- 38'-10" / (2) STORIES STORAGE ACTUAL BUILDING HEIGHT : +/- 17'-q" / (I) STORIES OCCUPANCY: (B) BUSINESS 4 (5-2) LOW HAZARD FLOOR AREA PER OCCUPANT- A_q FIRST FLOOR REFLECTED CEIILING PLAN - MAIN BUILDING PART A AGTUAL AREA OF BUILDING : _ IST FLR: 24,26q S.F. / 2ND FLR: 4,272 S.F. / TOTAL: 28,541 S.F. AGTUAL AREA OF BUILDING : . 2,257 S.F. 500 S.F. GROSS WAREHOUSE / 100 S.F. 6RO55 BUSINESS A-10 SECOND FLOOR REFLECTED CEILING PLAN - MAIN BUILDING PART A - (3,II0S.F. / 500 = b) + (1,153 S.F. / I- = 12) _ . : . . IS TOTAL.00CUPANTS DESIGN LOADS . . .. A_II DOOR SCHEDULE, WINDOW SCHEDULE, WALL TYPES PLUMBING RISERS PER TABLE I607•I INCHES,PER OCCUPANT: '.2" FOR STAIRS / .IS FOR ALL OTHER COMPONENTS 18 X .2 = 3.6" REQUIRED ./ 18 X .15 = 2.7" REQUIRED OFFICE AREAS CORRIDORS EGRESS GALGULATI ONS: .. 52" WIDE STAIRS PROVIDED / (2) - 'Be, DOORS PROVIDED AREA: +/- 2,25"1 S.F. .. I .. E 300' O" . LIVE LOAD: = 40 LBS/SF LIVE LOAD: = 100 LBS./SF BUILDING TYPE: 111E - .. . NUMBER OF EXIT5: 2 - .NQS'-4" .. . ALLOWABLE TRAVEL D15TA ALLOWABLE AREA HEIGHT: 12,000 S.F. / 3 STORIES ACTUAL TRAVEL DISTANCE DEAD LOAD: = 10 LBS/5F DEAD LOAD: = IO LB5./5F ." DOOR SEPARATION DISTANCE: 13=0 / 5 = 31-O RE&UIRED (56-l0" PROVIDED) ." SPRINKLERS: NOT REQUIRED . . TOTAL DESIGN LOAD: = 50 LBS./SF TOTAL DE51GN LOAD: = II0 LBS./5F SINGLE OCCUPANCY: YE5 .. . OCCUPANCY: (F-1) MODERATE HAZARD OCCUPANCY " --_--; . ROOF FLOOR AREA PER OCCUPANT: . . . ---=-- EX 5TI G . I. II 100 S.F. GRO55 INDUSTRIAL / 500 S.F. GRO55 WAREHOUSE_ " " EXI5TIN6 T 1 LIVE LOAD (SNOW): = 30 LBS,/SF +/- 774 S.F. / 100 S.F. = 8 + +/- 1513 S.F. / 500 4 (12 TOTAL OCCUPANTS) STORAGE TO DEAD LOAD: = IO LBS/SF INCHES PER OCCUPANT: .3" FOR STAIRS / .2 FOR ALL OTHER COMPONENTS L Elz MAI EXI5TING . ...II @... .� .I I..- I I I.I.I I.)...-F�I..I.I..1R.3I.. I�I.R.. I IIM L.I.I. I.- W-D ...e�I-.I. .2.I�\I�I. I 0.+/,�-I 1 �\...1. .I.-.I II... -.......-.,. ..,.........,..II..-....I.�.1...1I. :I..1.,....� II....I.�I I....T. 6.. ....I.I0.�1 II4.:1.I M..(..I.�..-I��.. u�I,I.-.�I.)-I 1I-....1...�..I.I..I.....I.,,I I.:...c-.I...��.oI.U I:...1 I I��I...I.I.I.1.I-..M..I CI1I .I�.II..II.I.H..I.....I�.L..II.1r,1w-AI-=I E:=--IIL:.�-�I4IH:...�-.IE,:114J.II.��It.R.I..-o.,I,�..*..FI.4..I...I J1,.;'�I:,...."..,I1&QI.,.I..1�.I.I...I...)-..r�..II..-I S...4 I II I� .Ir...I 1�.1�LL-:12::-I.=..-::� .II::U-...I.Q:�.1.I1.--.-..I..�II-�..--..I-� L-.�I..I.--".�.....7,I ,...�&..�R..1 .I�.I�I...I..I.�.I..�rI�...-..I I..II...�I.�..IE�II.I I....Ir.�..�II�--Ir..I 1..:�rI...1�I 1.I...1-1.........I 1SII..i. ...I.��.Ir.:I,..-..'I.I�....,I.1-.-I�.�...�,..��+ :-�, .,.�.I..I F 1I - r 12 X .2 .= 2.4" REQUIRED ' ORALE . I IIII.I..�I. IL�;I I...I..II I...7...I ...r.-.-I�i1I...-:I� I.;..-.I-I I I. MISCELLANEOUS: = 10 LBS./5F . ❑ L .. -II+.I..'...-,.�...�-�4.I+. -.-.1.I\"I�.��1I,�1��+;...1II:- 1.I,.�-I.�,.I.�I�.,�I.I.I...I-:.I...:r.III I...I..�.I..�I II....".....II I.I��-:I-"...�1..I...' I�.I.1.'I.,I1..i.I...i1II:I:IIii:.".1,.I.�., 1..-..Iq I-..'.:..,--I 1 ,,..--'.....I...,.,I.�.I...-'....-.-I..1II.+,..�I.I'...:1-1�.I.%.�.I....I I.-..I.. ....�..'�,.-...L.s-....�II,.I�.,.�I.�:..I r'II11.I�1.�.-....�I1...'�-.......,�I.-.I 1��....I.�1+..,+,I'..r.I+I�...-�.�,-.I�...I.�.,.i.1 I 1I..$.�1I..eI%....-I.�..I...-.1.��:.:..i-...�.1..,.o.I',1�I..I.I.. -.1t�I..I....I..,1.1 I I.I�:I.�1+... REMAIN ...�I....I; ....I�.I 1...� (1) - 36" MOORS REQUIRED . .. REMAIN :, I TOTAL DESIGN LOAD: = 50 LBS/5F/SF NUMBER OF EXITS: I EXISTING I, . - : ,: TOTAL TRAVEL - - .--. STORAGE . .. . ALLOWABLE TRAVEL DISTANCE: 300=0 DISTANCE: 15'-4" WALL ACTUAL TRAVEL DISTANCE: 61'-4" NEW TO I, . WIND L0,4D: = 30. LBS,/SF DOOR SEPARATION D15TANCE: WA - I EXIT . . . . LAB i 1�ELN - . ' ", m . I " , I. OENRAL NOTES TOT"�L TRAVEL . L - - STANCE ' DI � NGE WIND SEISMIC LOADS: - . - - - - - -i ° I T 54' 4' Wlnd I - . I. GENERAL GONTRAGTOR TO FIELD CHECK ALL EXISTING Bas 1 c W t nd Speed 110, 00 mph RREMOTE rEFE ❑ . . . O GOMMENGING WORK. , , I CONDITIONS 8EF RE 4lI.•.d Ihiportaric� Factor C Y) I , . 1. .15 POINT I - i.�.-,...�,,..�:....I.;.11..�.-�..I..�-..o�.�I.�r.�I....I.:I,. 4..,-..' 2. GENERAL CONTRACTOR SHALL COORDINATE ALL ARGHITEGTURAL, W I r7d Ex osure Cate or : ; ❑ ❑ NEW OFFICE Iri 1 enc�tp. Pressure Coef (GGp i) 0, 18/-0, 18 I / STORAGE I XIST . STRUGTURAL, PLUMBING 4 MEGHANIGAL WORK. Loads for coho heists not Prov I d�za by. bu I ld I rig manufacturer I - STOR, . „ .....r..I...-'..I�I�.-.1�.I.I'I...rI.-,I,�-IIF.I....I.I-�.�..�.�..�-.....-I�Io.'..-�I..r.I�,7-.I�...'-,I.....-...I w�..-..I,.I.L I-I.1.I.-..IV..I...I I.�,.,. .:...,�.....-i....I I �.+1-.....1.1..:...1 r..I I�.�..I 1-.......�,.I.�I I.I.I II.._.......;..�.+....I....II�II.+..�-.I E,,.�,.I.�.r..�I.�....:I.I..II...,.�.....�'I1,-C,:..I..,.!......I.I.�.�j 1 I�-...+,.1 I.i.I�.�-...1.',I.I..I:..,I'.II.I-.-.-'.I'.I..,.II..I-."....,I'I.I..1�1 ,I�1I.1..��1I-L..,..1.WI,..-1.I�1-I.....-...)�,.. .II. I,...-,..,1.�I..1�1'...,1�+:-..I1.....��,,I......11 I.�I...:....I..I...j ,.-�..+I...I......"..I.. .II.I.�II.1I......+i....I... 3. ALL WORK SHALL COMPLY WITH THE N.Y. STATE BUILDING GODS Corner Areas (w i th I n 4. 20' of :cc�r-f7er) 25, 88 psf pressure _34; 6 psf suct I.ort 1 • C I . iE NSW I RE . Other Areas 25: 88 psf pressure 28. 08 psf suet i ori O . . 2010 AND LOCAL CODES 4 ORDINANGE5 HAVING JURISDIGTION. 5 -MENS .5 . WOMEN I REMAIN These values are the maximum Values required based on a 10 sq ft area, . . . --� 0 . . I . TO ET OI ET I. 4. GENERAL GONTRAGTOR TO BE RESPONSIBLE FOR ANY DAMAGE Components with t arger areas ray have lower wind l gads+ - I TOTAL TRAVEL ; L SUSTAINED TO EXISTING BUILDING, PLANTINGS, ETC. DURING - - I m❑❑❑❑ D1sTANGE: 14'-0" '� CONSTRUCTION. Se i sr�t c TOTAL TRAVEL - _ - _L - - - - - - - - ` , S� sm i c Im ortance Factor ( Ie) 1, DISTANCE: -10-8 • X ° . GONGRETE 4 MASONRY: p . . - . Selsmlc peslgn Category ; , I : + i B . i L�---Lf- Sol L Site Class : D Stiff .Sot t . MOST I. CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH Ss , , , , , , , , , , , , , , , , , , , : • ti 0, 26i� g Sds . , : . . 0, 278 g I �, y REMOTE ` THE LATEST A.G.I. SPECS. FG=3000 P.5.1. MIN. AT 28 DAY TEST. Si ; ; , , : , : : • . 0, 061 g Shc , ; , 0, 098 g I IN . . 2NDLOOR � � : ALAN : PO T" - Ana Lysis Procedure : , • : : : : : : Equivalent Latei^a L Force SCALE: I/I6"=I'-O" (A.G.I: 318-63) . Cotumn Line. . ,.. Alt .. _ SCALE: I/Ib"=1'-O„ 2. ALL EXTERIOR WALLS, FOOTINGS, COLUMN FOOTINGS SHALL Basic Fc�r ce Res I st i ng Sys fieri H _- IUI I6INI I �I . BEAR ON UNDISTURBED VIRGIN SOIL HAVING A MIN. BEARING Response Modification Coef f i r I end �R) 3, 00 . I '� - . ON 1.5 TONS PER 50. FT. Se:5m i c Response Coeff I C I eht (C�) 0109 .. ~ 3. NO CONCRETE SHALL BE PLACED ON FROZEN GROUND, CONCRETE Des I gn Base Shear i n k I ps C V> 34, 82 ��_1 3aslc 'Structural System (from ASCE 705 Table 12, 2-1) LODT�l _ . PLAGED IN WINTER TO BE PROTEGTED IN ACCORDANCE WITH . - Steel System not Spec i f i ccs t t y seta I ted for Se !srt i i Res i stah�e . .. STANDARD GONSTRUGTION PRAGTIGES. - - 4. MASONRY UNITS SHALL BE HOLLOW LOAD BEARING TYPE G-q0. EGRESS GALGULATIONS: - . AREA: +/- 23,251 S.F. 5. ALL MASONRY WALLS SHALL BE REINFORGED WITH "DURO-O-WALL" BUILDING TYPE: IIB . REINFORCING EVERY OTHER COURSE, CONTINUOUS TYPE, UNLESS ALLowABLE AREA a HE1GHr:_ ❑ TOTAL TRAVEL OTHERWISE NOTED. B OCCUPANCY: 26,000 S.F. / 4 STORIES (55') DISTANCE: 17'-8" . .. 52 OCCUPANCY: 26,000 / 4 STORIES (551) o i . 6. REINFORGING STEEL TO BE NEW BILLET STEEL INTERMEDIATE F2 occuPANGY: 23,000 / 3 sroRlEs (55) GRADE CONFORMING TO A.S.�f.M. A. 305-DEFORMED BARS. SPRINKLERS: YES . 51NGLE OCCUPANCY: NO I 0 ~` - � . . OCCUPANCY: (B) BUSINESS 8 (5=2) LOW HAZARD STORAGE $ (F-I) MODEZATE HAZARD I NEW • " 7. ALL REINFORCING TO BE HELD IN DESIGN LOCATION BY MEANS FLOOR AREA PER OCCUPANT: STI - OF APPROVED DEVICES. . 500 S.F. GROSS WAREHOUSE / 100 S.F. GR055 BUSINESS / 100 S.F. INDUSTRIAL I AREA . (6,452 S.F. / 100 = 65) + (14,101 5.F. / 500 S.F. = 28) + (2,611 S.F. / 100 =2-1) 8. NO BAGKFILL SHALL BE PLACED AGAINST FOUNDATION WALLS 120 TOTAL occuPANrs 1 UNTIL SUPPORTING FLOORS OR TEMPORARY BRAGINO HAS BEEN INCHES PER OCCUPANT: .2" FOR STAIRS / .15 FOR ALL OTHER GOMPONEVTS OI ER -- ------ -- -- - ------- ----------------- ---,--- . of GONSTRUGTED. 120 X .2 = 24" REQUIRED /" 120 X .15 = IS" REQUIRED OOM i E ° L L✓ rJ I . q. WALLS TO BE PROPERLY BRAGED UNTIL SUPPORTING FLOORS OR NU WIDE STAIRS PROVIDED / (4) = 36" DOORS PROVIDED w�rx wVr:t wvrx §MBER rNUOF EXIT5: 4 I •• '°" '" ( ' ROOF TRUSSES HAVE BEEN G�ONSTRUGTED. ALLOWABLE TRAVEL D15TANGE: 300'-0" ~"�` ""' ~"� " _ 1 . ° -------- 1-4---------------a-----------�---�-=-------=----4-=---------- a �-------------- ACTUAL TRAVEL DISTANCE: 151'-'1" I - 10. CONCRETE FLOORS SHALL HAVE HARDENER AND SEALER, FINISH DOOR SEPARATION DISTANCE: 240-5" / 5 = 80'-I" REQUIRED (70'-4" i=PoVIDED) I ____ 1 : . = EW PROPOSED ` I . . . TO BE STEEL TROWELED. ---- EY'i WOMENS ; HOTO Ii. ANCHOR BOLTS SHALL BE HELD IN PLACE BY MEANS OF TEMPLATES.. �, I I --- STAGING AREA ' o ENS H.G. ;. TOTAL TRAVEL I� I EXISTING H.G OILET I . 12. PROVIDE MA50NRY ANGHOR5 AT THE END OF ALL BRIDGING LINES. DISTANCE: 151--1 • I . •STORAGE • .. . .X:,, I =i; . ---d EN , { I GK ___I PUMP ANK ° M15GELLANEOU5: EXISTING ---; I REMAIN __ STORAGE - I -- AREA i i i I I . ---'-J . I. THESE DRAWINGS AND SPEGIFIGATIONS ARE INSTRUMENTS OF �- REMAIN -------�- _----_---+- ------------=-o---�__---------�--_ ____ -----I . . SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARGHITEGT: _ ° ° ° 1 ---- - ------------------ . emaL e� WHETHER THE PROJEGT FOR WHIGH THEY ARE MADE IS EXEGUTED I . " OR NOT. THEY MAY NOT BE USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ARGHITEGT. . EXISTING EW - NEW SEW NEVSEW . STORAGE FERMENTATION AREA I HLT GLT J:1ASH TUN COFFEE G'RAiN , 2. THE ARGHITEGT ACCEPTS NO RESPONSIBILITY FOR WORK NOT . x15T EXISTING STORAGE AA ARA I_ AREA TO (PI �. �. �. ' ® STOR• TOILET . CONSTRUCTED AGGORDING TO THESE PLANS OR NOT UNDER H15 REMAIN �' r--4 To To ., . . .. PERSONAL SUPERVISION. _ '� == A REMAIN I. .NE ..a, I .. - €XISTIi�1G .� .. FRU .�,.� 3. ALL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, -s I ,�.,� MEGH. 1 OPENINGS BETWEEN WALLS AND ROOFS/CEILINGS AND BETWEEN WALL PREP D I TO ; PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVIGE5 THRU ��A . O ❑ REMA l hl WALLS, FLOORS, AND ROOFS, AND ALL OTHER SUCH OPENI NG5 IN THE BUILDING ENVELOPE SHALL 8E GASKETED, CAULKED, REMOTE I= ',c F-1. � R OTHERWISE SEALED. POINT . . . . WEATHERSTRIPPED O �� FIRST FLOOR E&RESS FLAN - MAIN E3UILDIN& 4. HEATING DESIGN IS BASED ON 6000 DEGREE DAYS 10° F . SCALE: 1/16"=1'-0" �rTa ;2'D17' . OUTSIDE DESIGN TEMP. 70 F INSIDE DESIGN TEMP. ENERGY GODS NOTE: . . 01 ''nt}Board . . 1. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFE55IONAL . TH?'UNDERSIGNED,PURSUANT TO SOUTIJOLD TOWN CODE SECTION PLEASE BE ADVISED THE GOMPL I ANGE GERTI F I GATI ON-.15 BASED JUDGMENT, THESE PLANS ARE IN COMPL I ANGE WITH THE ENERGY zoo-I31(I),ACI{NOWLEDGEs THAT TI ItE:CO!-DITIONS OF THE SITE PLAN . CONSERVATION GONSTRUGTION CODE OF NEW YORK STATE, AP ROVALSETFORTItINTHE]R>E•SOLUTIONOFAPPROVALDATED ON PLANS AND SOLELY FOR:THE PURP05E OF OBT-�INING A CHAPTER-5, SECTIONS 502, 5:03, 504 4 505. AP / 1 I 120 I-1 ARE ACCEPTED(SEE CoNnITiONS ON RESOLD ON). BUILDING PERMIT. IN ORDER TO COMPLY, WITH TOWN GUI DELI NES ': rLEAsvPRIATNA�f'- -cCI0 �trLua�'/" ADDITIONAL IN5PEGTIONS AND TESTING MUST BE DONE TO OBTAIN _ �c,i- � L,1.�.rlo/7 A CERTIFICATE OF OCCUPANCY .. . . ALrl'l1O'tPLI- SIGNATUPE 111LE DATE . .01T �°EDBY � PROPOSED INTERIOR RENOVATION FOR - f Ta;VI�'a sc'i�2llo <,1A�11G raaRD x� k �' . MATCHBOOK D I ST I LL I NG COMPANY LLC, ,: . / ) ��,�t 'p 230 CORWIN STREET 6REENPORT N.Y. 11144 C^C i"-) I l a nn l cHAIihPE:R�t)V :fGN.A7`t P'.E �n:4fE""-"' QO SCALE: A5 NOTED APPROVE?BY: bRAWN BY:RK ',. . . NOTE:The approved site d_veloEment pian s':ail be valid fcTr a pr.►end of eighteen(Ie) s 4 ,_4, ) VATS. 06-20-16 , REVI5ED BY: ronthe from the ds"e of a^^roraI ms M code sect rn 2E�-I32A. a . . Robert J. Gruber Architect . I J",Y ` �A- 416 Ex re55wa Drive 5o. Medford, N.Y..I1-163 (631) 654=4g4q . o COVER SHEET, NOTES, .. . • . 1 R, ' 155UED FOR PERMIT 05.10.16 (DENAIL) RESUBMITTED TO PLANNING 11.07.16 RESUBMITTED TO PLANNING 01.05.1-1 ISSUED TO PLANNING 01.15.16 RESUBMITTED TO PLANNING 11.18.16 RESUBMITTED TO PLANNING 03.06.1 _ 0� EGRESS DIAGRAMS 4, CALCULATIONS : #I6-o71 . . .. : ,:e...",;,.:,, r;•1; rt`i^'';�H�=.gip:: ., . 1 i�� `'a 'E F+' s d„' t, r. 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WATER :WATER F� •, AT 501L LINE D -' EXIST. .;"I*-,LZ-,-,I" I NEW MANHOLE NEW NEW ° NEW BENCH BIKE RACK NEW FIRE HYDRANT NE NEI C ? - O �- - --� X W NEW . : Q, S 8 8 3 8 2 2 L _ __- " _ _ - _ - TO REMAIN EXIST. NEW "°=;.;.,`e;', ��,,IA,-�4Rr1)..^I1)..-�1&.;I".,'��I4�1)."0� ry0 y EXIST. p - ----- - - -- ------ ----� = - - -- , - , - - - - _ . OO BESMAIRNTAINED NEYV. I l EXIST. GRA55 AREA 9T► I, o -2 r- _ '� - -- _ _ . ' \ TREE, TO BE MAINTAINED 9n / 3_ j_---- -- __-- ------- � �?�U'�� .. - ___ _ - --- - - - . _ . 15TIN III EXISTING TO © / I 3 � ---------------- _ EX G y� \���v�P " 0 625 . 84 . 19,q' REMAIN NEW HOUSE TRAP --- -MANHOLE ® / ry - --------- ----- --- ---- ,l \ LOADING r" + . . \ .. . INV EL: V FL: I % m - 121.25' .n ' ,_; " BERTH �()p 1 1 ' , -, 7.6-1' � i 9.67' 59.96' - A -- _ --- '\. `, �.'. EXISTING N �Uj �v k ' - __ -------- r \'., EXISTING r I I EXIST. HOUSE TRAP INSTALL NEW " r . . Sl.. '-r EXISTING ------ ® i .DRYWELLS o P-2 ,_r .� O r P-4 TO REMAIN _-- - gq.11 r DRYNELLS 4, ? ,T-. R1' �UILDIN r DRYWELLS 8-O DIA. x _----- o i d. PIPING d PIPING I,yP �0 I 9n �/ 4'-O" DEEP -1�`� TO To ' TO REMAIN V1 ' P-5 " �R0PG i 4 PIPING EXISTING 501E LINE WP ' ` O ❑ ®. I Sib TO REMAIN TO REMAIN DRYWELL -f WP - - :. O I ,--' m, VING,� I I O ' J P '� R� v 1 A ,' \ I : r _I I / - ._ WP 156.41 , QR : +�_ 2 m I si �� C, r'p I P-3 W _ 1257 s EXISTING' 12 1 G�� \ p ' : 16,j •lC, DRYWELL`.O ,' I EXISTING STp I \I, _\ - Y �jU I -1 I N6 . . t� G (L O I 3.5 TO REMAIN LOADIN I ` �- 2�2 o 1 .. IST p _) . .- I .. 60.04 I i BERTH +/, r , � I EXISTING I O �\ iXISTII�� 1 DRYWELLS TO --�• 4.82 \ r ( ��O .: PIPING WATER I i REMP:IN G�Tp�Y I �� O -,. __ N \ + - ZJ• 9pa6 .5• '� . WAtER �_ I n �1ST L-� 13.3' TO REMAIN WA 20.06' 05II NEW 1500 GALLON W / r 26,2 UNDERGROUND . , W i PROPANE TANK 156.51 a. AER E I CFpP (�- cs. +/- I�, WP RF�- ii i , iu ' � EXIST. GRASS AREA ' z NEW WATER MAIN 128.50': 1�1 .O I � I 1' - E MAINTAINED - . WP , . . . 'a i i TO 8 - I 65 46 9n 15 � L-- s 2 U � 9r TONY3UIL D �. . . . W '' ( X15TI NG I NCS I �' IO�.31' N R + 5T0.R'd`G ) 123.26' 138.88, o T . NO / / /2q7 S. ALL EXISTING Ii`FORMATION TAKEN FROM O 01'-O" WIDE X la'-O" DEEP STALL SURVEYS 4 SITE PLAN5 BY: ^^y 17.6' to I _ EXIST. GRA55 AREA _ . . . O TO BE MAINTAINED TYP. 17.7' ° 34.24' 109.99' N I GARRET A. STRAND ARCHITECT I, y � , _ IPNSTALL NEW 6'-O" HIGH MAIN ROAD P.O.. BOX 1412 . - RIVAGY FENCE SOUTHHOLD, N.Y. 110171 0 N i) FXIST. G I R ®� A5 PER OWNER 2gss A L 1", Iaa3 . , . TED I . �A D APR r1 la.o' . + " �F I G� cJ. To B>= MAINrAIN DA :3� - �C O34.271�T 1 RICHARD P. ARELT ARCHITECT� I _ . 'OO b.q' . _ . . EAST SETAUKET, N.Y. ��� DATED MAY 2, Ia83 � ' 40 1 1 4 O EXISTING FENCE TO REMAIN FEHRINGER SURVEYING PG O' 10' 26' 50' 40' �JO'' 60' 10' 80' COI IOOI . S 8 REPAIR / REPLACE AS REQ. 200 JACKSON AVENUE . s SEAFORD MN.Y. 11787 DATED MARCH 101, 2016 =ROPO5=D 51TE PLAN - _ . 1 =201-o--SCALE: I* 2 f 121t . . , .. , . - . .. PARK I NCS GLGULT i ONS: / = NO . C��NRL_ NOTES: . . d� 6. d� PARKING I. ALL ELEVATION, ARE BASED ON NAVD (10188), USG G5 DATUM PARKING REQUIREMENTS PER BUILDING: ANTME y+ _ _ g� E �,r` I. . 2. THERE ARE NO KNOW NEIGHBORING WELLS WITHIN 150 OF THE PROPERTY "u" I STORY BUI DING PROPO , r SED VINEGAR): LIGHTING I NI`ORMr4T I ON •uR•; `.o ; . '' ..;. .. '` .° v r ,: apt ' L „ " At }"w Yw *:' ;:`f { 3. THERE 15 NO SURFACE WATER OR WETLANDS WITHIN 300' OF THE PROPERTY : • +/- 2,25"1 S.F. 6 DIA. 6 DIA.' . X11.1 .� ,t , GONG. Z GONG: Z MANUFACTURER: LITHONIA LIGHTING . 3 A s_ I SPACE PER 500 S.F. MODEL: NST LED PI 50K VW MVOLT o �'k 4. THE GONTRAGTpR IS SPEGIFIGALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATIONS OF +/- 2257 / 500 = 4.5 SPACES SYMBOL: 0, ' " ; .. EXISTING UTILITIES WP . ;. , ..,;r: "a, _ A5 SHOWN ON THESE PLANS 15 BASED ON RECORDS OF THE VARIOUS UTILITY O d O <t , r' . : �� COMPANIES AND WHERE POSSIBLE MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION,IS NOT TO I STORY BUILDING (EXI5TING STORAGE): -" ,•'r-I,a �I.p, w. ,,,,, � »• ., . 14 j -�' I. ALL NEW LIGHTING TO BE DARK SKY COMPLIANT r [' I +f ;,.',' . . ry f••< •`,'>';" BE RELIED ON AS E33EING EXACT OR COMPLETE. THE CONTRACTOR MUST GALL THE APPROPRIATE AREA: +/- 5,201'1 S.P. L::_s ,. I, . . ,.:..,..,:I 2 ALL NEW LIGHTING TO BE INSTALLED BY L �'�) •�L .., �; I ..} . .., 1. ���» g: � � • � UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION I SPACE PER 1,000 S.F. - LICENSED GON GTO e I • TRA RS 4 BE COORDINATED W/ - •,,: d� . ,,' „ . ., "; a :, _ •- 'r 9 °' . OF UTILITIES. IT SHA BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING +/- 5 017 / 1000 = - }. , •:s.Y �.;,. , .a, °I u,n., . > .. LL 2 5.3 SPACES L,�i 7 ; ELECTRICAL ENGINEER �1l \K ® .) N : I:y `..3`''. I UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. NAfVICAP PARKiN6 No PARKINS T, o a. _ ;;? ' ',�, .^ 15TORY BUILDING (SHED):' .. :•..t; "o .: } t` .. g . "'_ '°,'g wa,,,r, �. ":::a P>4RKING .1PENTIFIGATION 51GN -- io,dT. . . := s 5. CONTRACTOR ENGAGED IN EXCAVATION OR DEMOLITION SHALL PROVIDE SUPPORT TO AND PREVENT , + - .. .. ` f3c:,�" . r �� IF' ; AREA / 41q S.F: :. FI�nnlrc, _.__ ._ a '~ :ca .l, . � t. .; scA�.N.TS. I S CLEAR OF FACE OF GURB .. . - a �- DAMAGE TO ANY UIgvERGROUND UTILITY. IN THE EVENT OF DAMAGE TO AN UNDERGROUND UTILITY, THE I SPACE PER 1,000 S.F. �;.• r ;,. „, ; , ll� CONTRACTOR A1�L IMMEDIATELY NOTIFY THE OPERATOR OF THE UTILITY AND NO BACK FILLING +/- 4101 / 1,000 = 0.4 SPACE ". ZON I NG I NFORMATI ON: . n�� i �.- SHALL BE DONE BY" THE CONTRACTOR UNTIL REPAIR5 ARE MADE AND/OR WRITTEN APPROVAL BY THE . .'° .;,_, µ<' :. UTILITY OPERATOR. S-0-T-MA 1000-48-2-44.3 . { ,- ,M . I STORY BUILDING (PROPOSED DISTILLERY): . ', - 1 v''. AREA: +/- 1801101 S.F. ZONE: LIGHT INDUSTRIAL ` 21 :9i - '„r!'`•'- a- �:,r+aex . : - - .. I , . ' . . ' fl r r - 6. CONTRACTOR 5HALL NOT USE POWER EXCAVATING EQUIPMENT CLOSER THAN 6 INCHES IN ANY F .. - � . ., �., . „ . .. I SPACE PER 500 5 ITEM REQUIRED EXI5TING PROPOSED COMMENTS m ; , p, ;r DIRECTION FROM FROM STAKED, MARK`cD OR OTHERWISE DESIGNATED PERIMETER OF ANY +/- i8,a7a / 500 = 37.01 SPACES LOT SIZE 4000 /�I11 rI.�LH4-4 I�II"I.�\.,I I�,I,II.F..I.I11�...f:..,.-,�L I..,'%-,I,..,'+�.I.:\/J.-rZ.\- *-�..7�I,-E.-I.-�--L.1'#-.:r0 Ut 1j1'I.."r1?'.1LYI.,�+.I'.s1I�.r �,,--I I. ,,-.�`.-.I 1.-�-I--,.:I-��'-!EI%�,r..�"I.�.-�I-,.LI��.1-.I��I I-.7 l- I,-,:.-:I-;--..-:-1)--:�--I1�:�--I,.,..,13...1r V.tI..,.0-,,t';.,-,...T1�T-,.��.L;-.-'--i..I-.-.-.-j,+r-I.-.�I.+. �. <;,, , • O S.F. MIN. 6'1,116.96 S.F.' NO GRANGE EXI5TING COMPLIES . i »... a: -, ;, 1... P F ,.;,,,.""---4,.R,-�11�1.y11..,1,'B.1--.L..�I"�-.'.I�.1 I.E-I A..-I.qI EI�+...O�.:-I I W..1I.-Onjr4-,L�..��I.�Ivl,m"11A,I.::11��FL-...&,��.0IR-.I�I, UNDERGROUND UTILITY . . '.lir B:.S: �.L,1.�,..;7.,I�.N�...-1�I-.,,'r..-,�I-4�I7�.-L�..I1...-�P,.,W�FiI..,?I 1..A-I I,.)�JI,1- 'I l'..,!,I��;_�'-1,�,I.r;I,�1�A.,.2�,Ivv,IA::.I S4I--",*II-.,-1.*\.,,�\I ./-.\-I,\�l.JI..rr�j.V-"I1.!�.....\.4 I1,�.���)-�\,,....I'"L...\1'4.9r.,.�..-/.�',..-9,�I".I�.K�..%..,%I.I-.,.,.....-.II',..-�..�.,lxA,i.0W"�,,.I�.j�I)�"7,.=.,..I 1�-�,,I.� 1.-"L.'1�-I,1-I.�,-p---���-',I�-.-1r,1-,l..--z4 111 N..7�:i.,-AIf�.�;.�,-r. ...1�.�.I,I-�..1'.I 2ND STORY (LAB / STORAGE). y DEPTH 00.0' MIN 25.84' ,., .' • 9" r EXCEPT(ON. P E . , • ... AREA: +/- 42'12 S.F. OT I 6 NO CHANGE EXI5TING COMPLIES LOT �. �:a.#.:.-# m.: � ; . „ 150.0 M - - �~ POWERED OR MECHANIZED EQUIPMENT MAY BE USED FOR THE REMOVAL OF PAVEMENT OR MASONRY FRONT YARD VARIES 1N 8.101' /2 3.3' No CHANGE EXI5TING NON CONFORMING SPACE PER 1,000 S.F. . 01:.4+ :. . ' BUT ONLY TO THE IaEPTH OF SUCH PAVEMENT OR MASONRY. PL��w.N �I��G �C�r�R� SETBACK ,t :5"• �. „�'. +/- 4,2'12 / 1,000 = 4.2 5PAGE5 . ,�� , a' t , � - 7. PRIOR TO ANY b IT ON CONTRACTOR SHALL SUBMIT DEMOLITION SEQUENCING PLAN TO OWNER .TUV" - QF SOUTHOLD SIDE YARD 20.0' MIN. 26.2' NO CHANGE EXI5TIN9 COMPLIES rx. H. $,," a . ': µ 4.,. EMOL I SETBACK ., ,. w« I STORY BUILDING (EXI5TING STORAGE): " l :'i FOR APPROVAL . . '. ....I I..I..........�...,.I...I II�.I..L..I.I...:�.-...�.....I.�.....L�I......I,-..II..I...�.I..-.I.I�..LI...:...�.I.....I...I..I........II I......��...L..I�..�.:I I��I.���...II.I.:...I....�I....�.��..1...�1..........IL..I.I.:..L.�...I.�..I�.......�./I.�..I%/�....+lz-.m.�&�I(.q�.i�.I I,:Ie'..�I...;�.:r I.11�-�LI.j�...1,"""�",/-.%�, .IIr.0.,�.-�I..I.&1.."�;14J.�II--ft.�.�...-,I�..�.',I.�-%',�.�LL1.e.,�-r),,,I;IQ1�I) ,-I")-.L,14 I:�.<II< _O;I:,I0qT.�-N,r.i1;,�.I LI"%\#..�I I7.,4-..II�._I,�..aL:..�I-,,.�.�..,-II-.I&1.,1%I.,I..,I1�E III�tEI..,.%.�)-,,t1.-�IN�I01-1.1,�I..��iI �� AREA: +/- 5086 5.F. DATE o� U l . a°flr ►". •` „rc•. /( + REAR YARD 70.0' MIN: 5.3'' NO GRANGE EXI5TING NON CONFORMING > , ,� a• I SPACE PER 1,000 S.F. '�T 1 SETBACK . :; +/- 5,086 / 1,000 = 5.1 SPACES C^� LANDSCAPE 25% MIN. . +/- 155'11 S.F. NO GRANGE EXI5TIN6 NON CONFORMING „ , _ EXISTING DRING GLGULTIONS: �`• p,,�,� AREA 23.15 . OTAL PARKING SPACES REQUIRED: 58 (57.4) SPACES - . . . . . . . . . '�* A5 APPROVi=D BY TOWN OF 50UTH0!_D PLP�NNING BOARD ON MARCH 28, I�i83 TOTAL PARKING SPACES PROVIDED: 32 SPACES LOT. 30;� MAX. +/- 32038 S.F. NO GRANGE EXI5TIN6 NON CONFORMING SCALE: NONE SYSTEM # AREA .. .. ' • VOLUME REQ. VOLUME PROVIDED INSTALLATION (30 REGULAR 5PAGE5 2 H.G. SPACE) COVERAGE ¢7,7;1; P-I 2340 a,F. 363 G.F. 382.4 G.F. I POOL = (I) 10' DIA. X 3'-8" SOLID DOME 2 EXISTING LOADING BERTH5 TO REMAIN BUILDING 35'-O" MAX. +/- 38'-0" NO GHANGE . EXISTING NON CONFORMING. . (I) lo' DIA. X 4'-O" DRAIN RING , ^I HEIGHT P-2 6,440 1,000 G.F. 1,040 G.F. 2 FOOLS = (I) 10 DIA. X 3 8 SOLID DOME PLAN5 PREVIOUSLY APPROVED FOR 23 PARKING SPACES BY TOY `4N . O , . �OUTHOLD NUMBER OF 2 MAX S. _ EE t� a (1) lo' DIA. X 3'=0" SOLID RING I. LANNINO L�OARD NOTES. STORIES 2 NO GHANGE' EXI5TIN6 COMPLIES CORIPIN STREET (50') () 10' DIA. X 5'-O" DRAIN RING GARRET A: STRAND ARCHITECT ------ - - r - - _ _ P-3 11,800 $,F. 1,636 G.F. 1,0168 G.F. 3 POOLS = (U 10' DIA. X 3'-8" SOLID DOME MAIN ROAD P.O. BOX 1412 I. THE PLANNING BOARD HAS AGREED TO WAIVE THE - () 10' DIA. X 4'-O" SOLID RING SOUTHOLD, N.Y. 110171 PARKING REQUIREMENTS PURSUANT TO TOWN GOD PLEASE BE ADVISED THE GOMPLIhNGE GERTIFIGATION IS BASED' (1) IO' DIA. X 4'-O" DRAIN RING DATED FEBRUARY 4, 101013 280-133(G);SPEGIFIGALLY, BECAUSE THIS 51TE PLAN. ON PLANS AND SOLELY FOR THE PURPOSE OF OBTAINING.:r�: VINEGAR HA5 BEEN REVIEWED AND DESIGNED TO BE FOR w BALDING P-4 7,828 3.F. 1271 G.F. 1512 G.F. 2 POOLS = (1) 10' DIA. X 3'-8" SOLID DOME MAXIMUM PARKING 5PAGE5 UTILIZED ON ANY GIVEN DAY: 5 5PAGE5 . OWNER USE ONLY, WITH A SMALL NUMBER OF BU I LD I NO PERMIT: I N ORDER TO COMPLY.,W I TH TOWN OU I DELI NES ` E7CI5TING BUILDING I ,MBUILDING TO REMAIN (1) 10' DIA. X 4'-O" 50LID RING EMPLOYEES AND NOT OPEN TO THE PUBLIC. TH15 WILL ADDITIONAL. INSPEGTIONS AND TESTING, MUST BE DONE TO OBTAIN _ ': . (1) 10' DIA. X 4'-O" DRAIN RING BE INCLUDED ASA CONDITION TO SITE PLAN ,4 CERT I F I G,hTE OF OGGUP,4NGY• MAIN BUILDING DETERMINATION AND MEMORIALIZED IN A RE50LUTION - P, T B �-- ""�- P-5 2520F 420 G.F. Sal G.F. 2 POOLS = (I) 8' DIA. X 7'-O" DRAIN RING AT A DULY NOTICED PUBLIC MEETING. - (1) 8' DIA. X 7'-0" DRAIN RING . . PROP05ED (INTERIOR RENOVATION FOR - _ L gonD : - - MATGHBOCK D 1571 LL I NG GOMPAN`r LLG' . �-�- LONG ISLAND NOTES: - - _ 2. ALL TRUCK TRAFFIC SHALL BE DIRECTED DOWN , ' " ' I. CALCULATIONS TAKEN FROM 51TE PLANS DONE BY. NINTH (01TH) STREET IN ORDER TO AVOID INTERACTION . . �' � �,!" 23O GORWIN STREET - ` 6REENPORT N.Y. II144 WITH THE GREENPORT HIGH SCHOOL ACCESS POINTS � 5� SCALE. .A5 NOTED APPROWED BY. DRAWN BY. ) LN 11 GARRET A. STRANCi, ARCHITECT RICHARD P. ARELT ARCHITECT rte : ° RK SCALE: I =80-0 MAIN ROAD P.O. BC�X 1412 EAST SETAUKET, N.Y. AND GROSS WALK, AND RESIDENCES ALONG EIGHTH ,:!. : ATE. - - REVISED BY : STREET -1 . . .. D 06 20 16 50UTHHOLD, N.Y. IIg71 DATED MAY 2, 10183 �. p DATED APRIL fa, Igg3 `` �:4 Itobe,rt .J. ' 6rUber, -- Ar6hitPGt . 3. ALL NEW PLANTINGS / VEGETATION ALONG GORNIN 476 �X re55WU Drive'5o. Medford N.Y. 11163 ':'.(631) 654-4g4q . . OR NINTH (aTH) STREET ARE TO BE.COORDINATED fl I�±�,•I'� s 1 ISSUED FOR PERMIT 08.10.16 (DENAIL) RESUBMITTED TO PLANNING 11.07.16 RESUBMITTED TO PLANNING 01.03.17 .. WITH THE SOUTHOLD.TOWN HIGHWAY DEPARTMENT 41 OI,- g,vt14a yam`" SITE PLAN, G,ALGULATIONS, NOTES . I G ERE ISSUED TO PLANNING 001.f5.i6 RESUBMITTED TO PLANNING 11.18.16 RESUBMITTED TO PLANNING 03.06.17 ? I O I$ .DET�IL5. JOB. .#16-071 , Y' .... .. „r }•. 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Description Symbol Avg Max Min Max/Min Avg/Min 4.99 fc 0.00 fc N /A N/A ,�"fuf ' 0.66 fc Prop Line AFG -{ 0.01 fo 0.05 fe 0.00 fe N /A N/A : c)t.;tlr .,tlf•>r-rIY'itr: G i<,; 0.23 fc 3.95 fc 0.00 f6 N !A N/A '�If1llons. .. , ldI BOA ( } ' Height*-, 1 Ffiei ht: ,r < 1. THESE LIGHTING CAI~CULATIONS ARE NOT A SUBSTITUTE ::Width',. " 17" : 'Width, FOR INDEPENDENT ENGINEERING ANALYSIS OF LIGHTING SUITABILITY AND SAI`ETY. De thy. f -3 16 14 �fL`f �.. 4 fr Depth, 2.THIS PHOTOMETRICS LAYOUT WAS CALCULATED USING SPECIFIC CRITERIA) ANY DEVIATION FROM STATED „ ht. ` frtr Y •r� PARAMETERS WILL AFFECT ACTUAL PERFORMANCE. . .f; t sa:Fr'r:ratr� Weig ` 3, ALL QUANTITIES ARS BASED ON FIXTURES SHOWN IN THE r LIGHTING CALCULA710NS ONLY. s I ` 4. THESE CALCULATI(}NS ARE BASED ON LISTED FIXTURES ONLY. : SUBSTITUTION OF THESE FIXTURES VOIDS ALL CALCULATIONS. 5. ACUITY BRANDS LIGHTING RESERVES THE RIGHT TO WITHDRAW : w �. THESE COPYRIGHTED LIGHTING PLANS FROM PUBLIC RECORD IF r.�t�y_Yrtrrtet:; SUBSTITUTIONS OCCUR. sir CORI4'IN STREET (50') 6. ALL SUBSTITUTION'S REQUIRE NEW CALCULATIONS BASED ON THE FIXTURES SUPPLIEa, I'INEG� n B `, D B i 1 c. ULLDI NG P RO�9 E W NG W EXISTING aUILDI MAIN BUILDING TO REMAIN A � _ LA�,IhII��G 60/�,E�D -- ��' Ml�f� ®'� 20i•7 �',.�`. • _ PART P �_,, _ T®�3t�� ®� S®U�'fiOID >c(cP�ntr;�rs� rc� MAIN BUILDI .,.,......:�..._,.._..._�: ,. - PART B NG -' L ROAD -----'- LONG ISLAND � PROPOSED INTERIOR .RENOV,�TION.I=OR QAIE /--� � � a ` a �I'� ars � r, 'MATCHSOOK D I ST I LL I NG G0MFAN1`,.LLC'..:, NOTE; ,•i(� c�J4- ,j '. � �*� 230 GORWIN STREET 6REENPORT N.Y II144 PHOTOMETRIC, 51TE PLAN PREPARED B11': "� �C/� 'x SCALE. : AS NOTED APPROVED BY? DRAWN BY.RK' KE� FLAI �t SCALE: 1 80'-0" ACU17'r TY BR,4h�iD LIGHTING DATE, 06-2o-I b REVISED BY : 11-10 PEAGHTREE STREET, NE SUITE 2500 ATLANTA, 6, 3o3oq--r6-76 Robert J. Gruber ;�rchiteGt I) 4 q N Y 11-163 (63 65 =4q4 476 Ex re55wa Drive 56Medford, D 6 Rf ISSUED FOR PERMIT 08.10.16 (DENAIL) RESUBMITTED TO PLANNING 11.0'1.16 RESUBMITTED TO PLANNING 01.03.1'1 �� pf 'IN; :. ISSUED TO PLANNING Oq.15.lb RESUBMITTED TO PLANNING 11.15.16 RESUBMITTED TO PLANNING 03.06.17 P OTO ETR N .S TE PL 4 O G,�LGUL�4TIONS,-NOTES 4DETAILS : JoBl . 60'-0" . I ► . LEE1D /�" 5 5/8" I/2" . . - . . 5 5/$" I - :: I/2" SEE WNDOW 5GHEDULE X . — — — — — — - — —— — — —— — — — . . I- 1 X DOOR TAG , . . SEE DOOR SCHEDULE . . . I"I W W W W . . . • 54" X 54" 54" X 54" 54" X 54" 54" X 54" 54" X 54" X WALL TAG . . . I I WINE WINE WINE WINE WINE I - . SEE THIS SHEET I I STORAGE STORAGE STORAGE 5TORAGE STORAGE'. . N NK TA N . TA K TA NK TA K TANK EXISTING WALL / ITEM . I I . . - •. . I I . . L — � TO BE REMOVED . . E GENE EMO NEW THIS HEFT L . , . ACETATOR 5E ITI ON NOTES .- ILTER . . . . _ 41REP . . EXISTING WALL TO REMAIN ,- . I I . - . SEE WALL TYPES . +/- 200 5.F. . . . . . n I NEN FRAMED WALL . \ SEE WALL TYPES , NEW NEW NEW NEW . + ( 54" X 54" 54" X 54" 54" X 54.. VINEGAR W,4REHOUSERE : . . - WINE WINE . . . , - G GE /- 2,05-7 S.F. HOLDIN STORA STORAGE + NK TA TANK TANK NEW I'HR,RATED WALL' ``: ' . . - . . . . • . . i SEE WALL TYPES . . . I . . . .. . . . . . I -I " NEW . . 2O„ TRE . L -- - - = - - - - - - - - - -1 .. I NGH DRAIN . . . . . . . . .. = NEW _ # M NOTES: I r; :f . , 3 COMPARTMENT NEW . EXI5TING RA P . .. TO REMAIN HAND DN I. ALL_DIMENSIONS ARE TO BE FIELD VERIFIED. . W . . . . m SINK . SINK 24" X 20" PRIOR TO ANY CONSTRUCTION OR PURCHASE.' NE W . . ° ° 4 4 54" X 54" NEW TABLE . ' . . . - �) 6" 2. IF ANY DISCREPANCY.EXIST,�'CONTRACTOR`To •.., EGAR 5-►4 CONTACT ARCHITECT ASAP FOR REGTIFIGATION . HOLDING BLENDING • PRIOR TO THE REGOMMENGEMENT.OF.WORK IN ' NEW 4" LINE � TANK i TANK - QUESTION .TO APPROVED ® ® _ i — — -I .. . :: , SYSTEM Y I-i U i I 5. ALL�FIN15HE5 AND SPECIFICATIONS ARE ". . 1/2 i7'-51/2" 4'-0" 5/8" NGY . . �: .. . 5 I EYEWASH E 24. X 120 WNER A5 PER O 5 5/$"1 i NEW�, i 3 5/8"NEW I SHOWER AREA TABLE . . . 1 GENERAL DEMOLITION NOTES s ' 1 UNIS X w JAN. +� 46-6 v2 I ' . 1 , . I. IT 15 THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR TO \ J �T� 3 GL 3 I READ AND FULLY UNDERSTAND THE SCOPE OF WORK IN T E5 E DRAWINGS AND NOTES. E . @ O,I LET — — J .. HANDRAIL H . --_ 5 5/8 AS PER CODE . . THERE; ARE NO STRUCTURAL - - O GRANGES TO TH15 BUILDING F F- ►- ►- ►- F- 2. PRIOR TO THE COMMENCEMENT OF ANY WORK THE CONTRACTOR . 2 00 v0 Ul9 U0 . Vw V� I 3 I l 3 . . z)z z Z)z z z z . . IS TO WALK THE SITE TO VERIFY THE EXTENT OF DEMOLITION. ANY I "� o Q F- 1- Q F- Q H Q H Q F- . ' . . .ISSUES SHOULD BE BROUGHT TO THE ARCHITECT'S ATTENTION BI-LEVEL Cr PANCIES OR ITEMS NOT INCLUDED H . ` ' , NEW ADA z z z ul M E I I M D ATELY CONTRA �� RT G Y DISC z " THES>^ DRAWINGS RE DRINKING . . +/-� 8-0 5-b 1/2 • IU �LI �U TO, OT T E RGHITEGT I EREIN 0 FOUNTAIN ri . . 5'-10 I/2" 8 5/8" . BY ELKAY �' - EO 3. CONTRACTOR IS NOT TO BLOCK ANY MEANS OF EGRESS OR . OR � 9' I/2. . " . CORRIDORS WITH ANY DEBRIS OR:TOOLS.DURING DEMOLITION OR: '• NEW RAMP CONSTRUCTION. APPROVED + + 1:12 SLOPE MAX. DN - EQUAL M� I . 4. CONTRACTOR TO OBTAIN ALL NECESSARY UTILITY V15GONNEGT5 5 5/8" I 5 5/8" . . . ,. PRIOR TO THE START OF ANY WORK . 5. TEMPORARY PLYWIOOD BARRIERS ARE TO BE INSTALLED WHEN: ` :' I/2" — I/2" - ANY DOOR OR GLAZING 15 BEING REMOVED. THESE PLYWOOD. . BARRIERS ARE TO BE SECURED WHEN NO WORK IS BEING . O PERF RMED . REQ FOR PLATFOR . . ,. PROVIDE 2X SLEEPERS .. . P'S M . . 6.'WHERE EXISTING WALL CONSTRUCTION IS REMOVED, PATCH ANY . - , , , , , , , i ' .D15TUREED AREAS WITH CONSTRUCTION TO MATCH, ADJACENT PRIOR . O 2 6 8 IO _ 12 14 I6 I,8 .2O TO,IN5TALLATION OF NEW FINISHES. I I ( I I I I ( 1. CONTRACTOR I5 TO MINIMIZE THE AMOUNT OF'DUST AND DEBRIS, - ENTERING INTO AREAS NOT AFFECTED BY THE DEMOLITION. ALL . I � � I I \ I �) ) I I I DEMOLISHED MATERIALS AND DEBRIS SHALL BE LEG�4LLY.DISP05ED. '� x I `� t� SCALE: I/4"=I'-O" OF AND REMOVED FROM THE 517E BY THE CONTRACTOR. • 8. THE CONTRACTOR-I5 REQUIRED TO PROVIDE ALL SHORING AND',•r /_ - . BRACING REQUIRED DURING THE REMOVAL OF EXISTING STRUCTURAL . . / MEMBERS AND_INSTALLATION OF NEW STRUCTURAL FRAMING.' q. WHERE ELECTRICAL OR FLUMBING LINES ARE TO.BE ABANDONED, , - . .. REMOVE ALL.SUCH WORK, GAP OFF LINES LEGALLY AT FINAL . . . . . .INACCESSIBLE PENETRATIONS.: , . . 10.CONTRACTOR MUST PROVIDE PHOTOGRAPHS OF.EXISTING . . 1 CONDITIONS THAT MIGHT BE . ISG NSTRUED DA AG TED O REMO L O RA 5. M O A5 M E RELA T VA PE TION O AND 15 TO VERIFY WITH THE OWNER PRIOR TO THE START OF,WORK. , . . EXISTING . 5TORAGE . TO REMAIN O - , . Q EXISTING , STORAGE TO REMAIN . . . . . EXIST NG . . .. �$/°"�`��`^[� . TORAGE - �iPP�"'�.O Sb [, D �" 11 TCS REMAIN . - EXISTING .. �. . . . . ST ORALE (,���`����� TO REMAIN . .. . . . P . _ . . . . . . T t~ SC3 X ISTING . oar` . I r-� . .STORAGE I,ti` t I' #. . . . TO REMAIN c � . . . !A[t C (- 't' '' �.,I s. . . „�. CORWIN STREET (50') , . S; O EQUIPMENT SCHEDULE O EQUIPMENT SCHEDULE GENERAL DEMOLITION NOTES: Item Item , LEGEND' -_ _ Y Equipment Category vlze: L"x W x H Model Number GAS ELEC. WATER REMARKS No Qty Equipment Category Manufacturer. Size: L"x W'x H". .. . Model Number GAS ELEC. WATER REMARKS I. IT IS THE RE5PON51BILITY OF THE DEMOLITION CONTRACTOR TO No Qt E ui ment Cate o Manufacturer �,• ' 1 1 Large Undercounter Fridge Beverage Air 72"x 23 1/4"x 34" HSB-12 12 1 Coffee Drip Urn T.B.D. T.B.D. T.B.D. READ AND FULLY UNDERSTAND THE SCOPE OF WORK IN THESE " 2 1 Medium Undercounter Fridge Avantco T.B.D. T.B.D. 13 1 Hot Water Urn T.B.D. T.B.D. T.B.D.. DRAWINGS AND NOTES. X WINDOW TAG' 3 1 Espresso Machine Wega 28"x 22"x 23" T.B.D. 14 1 Cold Brew Kegirator T.B.D. T.B.D. T.B.D, 2. PRIOR'TO'THE COMMENCEMENT OF ANY WORK THE CONTRACTOR SEE WINDOW SCHEDULE 4 2 Double Sink Regency 4 1' 22 1/2"x 44 3/4" 60OS21717 15, 1 Commercial Bunn T.B.D.' T.B.D. T.B.D. 15 TO WALK THE 51TE TO VERIFY THE EXTENT OF DEMOLITION. ANY 9 Y 1 x 5 2 Handwash Sink Regency 14 1/2"x 18 3/4"x 33" 60OB11014 16 1 Smeg(Fridge T.B.D. T.B.D. T.B.D. 155UEB SHOULD BE BROUGHT TO,THE ARCHITECT'S ATTENTION 6 1 Ice Bin Regency 3 ^ 17 O 9 Y 6x181/2"x33" 600181836CP 1 Book Shelf , ., T.B.D. T.B.D. T.B.D. „ SEE,DOOR5GHEDULE IMMEDIATELY CONTRACTOR 15 TO NOTIFY THE ARCHITECT IN X WRITING OF ANY DISCREPANCIES OR ITEMS_NOT INCLUDED HEREIN ....., 7 1 Slash Sink Regency T',B.D. T.B.D. 18 1 Basin Sink T.B.D. T.B.D. T.B.D. THESE DRAWINGS 8 2 Rinse Trays T.B.D. 1'.B.D. T.B.D. 19 1 Janitors Sink T.B.D. T.B.D. T.B.D. �( WALL TAG 3. CONTRACTOR 15 NOT To BLOCK ANY MEANS OF EGRESS OR �— SEE THIS SHEET 9 1 Ice Machine Kold Draft 2.6"x 28 1/2"x 31 1/2" SC200-No Legs 20 1 Drinking Fountian Elkay T.B.D. T.B.D. CORRIDORS WITH ANY DEBRIS OR TOOLS DURING DEMOLITION OR 10 1 Dishwasher Noble Wareviashing 243/16"x2611/8"x335/116" T.B.D. 21 1 Emergency Hand/Eye wash T.B.D. T.B.D. T.B.D. CONSTRUCTION. EXISTING WALL / ITEM 11 1 Grinder T.B.D. 23"x 13"x 7" T,B.D. 4. CONTRACTOR TO OBTAIN ALL NECESSARY UTILITY DISCONNECTS ------ -, TO BE REMOVED PRIOR TO THE START OF ANY WORK --'- SEE GENERAL DEMOLITION NOTES THIS SHEET':,, 5. TEMPORARY PLYWOOD BARRIERS ARE To BE INSTALLED WHEN EXISTING WALL TO REMAIN TO APPROVED ANY DOOR OR GLAZING 15 BEING REMOVED, THESE PLYWOOD — � SANITARY SY5'T�M BARRIERS ARE TO BE SECURED WHEN.NO WORK IS BEING SEE WALL TYPES ' PERFORMED. NEW FRAMED WALL ' 1 6. WHERE EXI5TING WALL CONSTRUCTION IS REMOVED, PATCH ANY .SEE.WALL TYPES . 1 DISTURBED AREAS WITH CONSTRUCTION TO MATCH ADJACENT PRIOR 1 EXIST. HoljsE " TO INSTALLATION OF, NEW FINISHES. i TRAP TO REMAIN -1. CONTRACTOR IS TO MINIMIZE THE AMOUNT OF DUST AND DEBRIS NEW I HR RATED WALL ' .. ENTERING INTO AREAS NOT AFFECTED BY THE DEMOLITION. ALL SEE WALL TYPES 2 DEMOLISHED MATERIALS AND DEBRI5.SHALL BE LEGALLY DISPOSED : 5 �E1 5 OF AND REMOVED FROM THE SITE BY THE CONTRACTOR. 11 - - =J- ❑ . - ---- -- - --- _-tIT 8 THE CONTRACTOR IS REQUIRED TO PROVIDE ALL SHORING AND HIS -D .� 1 HB JB .1B JB HB ' .1B J13 JB BRACING REQUIRED DURING THE REMOVAL OF EXISTING STRUCTURAL SEW 1 I 5 MEMBERS AND INSTALLATION OF NEW STRUCTURAL FRAMING, NOTES: I. ALL:'DIMEN510N5 ARE TO BE FIELD VERIFIED ,.. OOM Cl. HERE ELECTRICAL PRIOR TO.ANY.CONSTRUCTION OR PURCHASE: _ OFF E A ' I ♦ `� 1 A PLUM E5 RE O ABANDONED, ` BING LIN A T BE A N NEW 4"SANITARY LINE 1 ♦ TRI-STEAM loo 500, boo ALL SUCH WORK,'GAP, LIN S LEG SALLY AT FINAL 1.8 MILLION TO CONNECT TO EXIST.. I 6AL. GALLON . . GALLON INAGOGESSIBLE PENETRATIONS. F ANY 5T, CONTRACTOR TO L BTU BOILER ` , FIELD VERIFY EXACT STIL STILL STIL CONTACT ARCHITECT A5APIFOR RECTIFICATION " LOCATION TYP. I SPIRIT SAFE G 15TIN 0 10 CONTRACTOR MUST PROVIDE PHOTO RAPHS OF EX G PRIOR TO THE RECOMMENCEMENT OF WORK IN . THAT MIGHT BE QUE STI ON 1 s . I ♦ 5. ALL FINISHES AND MISCONSTRUED VERIFS D 5 AND SPEGIFIGATIONS ARE', • I TH THE OWNER PRIOR TO AMASE RELATED TO REMOVAL OPERATIONS. • n A5 PER OWNER 1.8 MILLION EXISTSPRINKLER RISER : 1 ♦ PROPOSED BTv BOILER � . . ,.': .. " . TO REMAIN .. 1 ♦ 5 5 PROMOTIONAL' GLEAN OUT NEW TRENCH DRAIN GLEAN OUT 1A OX i �� SALES ARE 12 II 3 2 4 1 ♦ --- ----- ---- ---- -- -----------" -- �--- - - ------------------------- --- - -o; 1 ♦ E�,I C II ❑ it c N— 1 I------- --�B-- 1 __J I I t -.��- 4 r . . .. ♦ SPARK FREE STILL . I I _.a z O 115 I - - _ -- F r=-� O ♦ 1F---1 d UP I u w AREA I r , I h ♦ _i GLEA u O I ^. - 1 1 XIS Lam: L 13 �_, ■ -I : `I I� EXIST, �a� r�r' III (25 MIN FROM STILLS) . .. , ° _ --a �V , � � 4,# � OUT I I PD •z R u 4< I r =j. VESTIBULE ! IBJ O I L-- I O II IT- II - 1 -T� -- 5 ... .; 2 :. a .. .. ♦ .. . EXISTING I ,I .�eJ/�_x__� __ballz'�r� --1 68 I/2 X 68 I/2 X. � 4 ,5 6 '7 8 5 4 �;{ '. h dD • I ' s 1 ♦ . it 15 X q8"X li. _ q8. X q8 X 11 ,�tl E 56 1/2"H16H :,• 56 I/2"HI�I f J. 56 I/2 HIGH 56 1/2 H16H W UJ ��_u-�J to LER - -- HI R + + I - O SHED 1 � o o I o o` ♦ o I "_� LLE - TO BE =8F11L�E�t GRILLER V I fl 1 + Z Z 1 ♦ REMOVEd ��: 1 t---- -= -- - --------------- ----=- ----- --------- --------------- ------°-- -- ------------- '- .r ,. E METAL ° I CONDUIT, ,a •' � I I GOW iE T.B.D... : 1 `�i,�4�♦ I. 1 CHILLER ---- ` FROP05ED I 1 <� ♦ I PUMP TANK . I - 111 SPH TO / STAGING AREAAREA r -- 1110"DIA.X - - 125" HIGH 1 MOVE PXIST 5LA0 A I' _ _ : J 1 EXIST. SLAB UNDER �p� 1 E2 I : -- E 1 ♦. 5000 GALLON. + INSTALL NEW POL15HED BLAB' I 1 O. j EXISTING STORAGE 4p��igiy • _ I i PUMP TANK RACK TO REMAIN 1 ♦ '"� �� — o. fl.■ - - ■� n. n. n. ■■■ n. � ■� � - - - ■■.1 — ■ten. — ■� �■ILI - - - - - - - - ■■nn. - - - - - - - Irl — - - � —� — .GLEAN HA ; $ REPAIR As ; ' e L.IE_w TCH IND1 ATES .. G REQ H IH REMOVE EXIST. SLAB t I ` I OUT. AND INSTALL NEW _- " .. 6---T ❑ I ❑ ❑ p ❑ ,, �- i F sl � MENSs, OMEN EEN XIST � 5 16 P.G. SLAB W/ r-- I - -s'- � ♦ \` I I . . OI ET 3 I `':� ---='3. � II NEW I . O I 6X6-I.OXI.O WWM 1 . t---J --- ♦_ _a --- `1 _ _ '� TOILET I I DISPLAY . 1 - ------------------------ - - ----� -- --L---- - ----------- - --- --- ---- sx- I OVER WELL L, \ --- _r _ q FD i —�' a —'/d 1 11 n l' �; n 1 1 N I COMPACTED SOIL --- _::�, -ter r- -= T r-r ' -r•T�-< - r-1� ji-r� I r 1 EXISTING r- 5 -� (/ I --- _-_ PERIMETER r i I i I IS S 5. i T r i STORAGE RACK I I `,':P.,. .. I_-.- -` I ,% I I , I I •., . . ; :.. ''. ---a " t-----� r,. I I I :I I ,.t I I ,' t I i .. I I I " �_`".,, I•, " " � E ,. I I t I I I i . EXPANSION JOINT ". TO REMAIN ` T.,__—�T_—J ♦ `. � f•e T ; I ' f < f .. , :' .♦ .' ,`� I ( I I I ii 1. I 't I 1 1 I 1 I• 'I I I. ` I " -----J 11' I T'■I ^ I I?' ------j • • ♦ 5 '. .. 1 ., fi .� I I ' " . I I I . I I I I I i `I I t. I I I I •L, I ©j la ® I • 1H O o 1 ♦- r I : I I I I ' I I I I I I I I I ' rI I IO , 1 1J L1J �' I-1J L1J L1J L1.J L1J F 1 uP ----------- ----------- ---- ---------------II------ ------ -------==------- =---------- uP 1 I , --- _ ' c ' XIIST „ I NEW 24"X24"XI2" P.G. PIER o ♦ I ' EXIST. " ♦ EXISTING I f' i ♦ I STORAGE RACK i TO BE REMOVED W/ (3) #4 REBAR EA WAY, EXISTING 1 .. ..I : I • NEW TRENCH DRAIN . GLEAN OUT y 1 STORAGE GLEAN OUT i i TYP IO REMAIN <� ------- - ----- - - - ----_ : .I .. ,- . ,. � . ,. 1.. .1 ..I ♦ � .i � I I I I I I Ih, (_ '�'�T-i• I , I :(NEW I . I I "' I .I J I OXI121C�IRDE iK I I I. I COFFEE MI t„ I I I I t I_ M I I I I I O -----=--- ------ ---- is :,, I ., r -=--=-=---------------=------ ----- - j I I I I I ♦ I ..I _: S I II ' III II 1 1 1 " I I 1' 1 .,1 ` 1 1 1 1 I I I G i I IIIWI 'I I . I. NEN 1 --------- 1-1--=-I_L1-_` !-L_ ( I I I " I r ::I I I j, r 7 I . I STORARAIN I_-ILT � GL"1- - i X AREA HEAr loo I I . I„ ,• i� 'I ( I I I ! I I: I I �I I .bJlb I EXISTING I s OfL I' I I EXGHAN&ER 1 ., I ►U - IST I STORAGE I .I� i, I I I , I I I I I I - ALL k . 1 6AL. 6�. 6A ON GALLON GALLON I _ I j ®I TO REMAIN I I ASH I . I I I � �i I I I' II 'I „ � ERM RM FERM. FERM. FERM. I I I I I ,' I I I ''� I '1 I I I' . . (sr1 11-I� I I I •, I. ' NEN 120 I -- ♦ `' `` �. 1 1 1 1 1 1 i .I �' I CLEAN -TRENCH DRAIN 1 I NEW ♦ { )boob a r's)5006 5 -- OUT o0o GALLON I I I I I I I I I i FERMENTATION AREA I 6006 a# I GOG 1 ♦ :. N II _• EZ AN I NE ■ 1 REVERSE I I I I I I I i I I I 1 I . I i 1 osmosis I 'MASH TUN I i. I I I I I I I I .I I .♦ I `1 ;NEW PILTER I I I I i I ( I I I I I I FiT�-'.�I I .i I EW a�. 1 600 1 n 600 1 n 600 1 n 600 1 n 600 TANK - I I I I I I I ♦ i ism=#tea- I. I I I r N— 3 COMP. I . 3-0 3-0 3-0 3-0 I ` FRUIT PREP 1 GALLON GALLON GALLON GALLON GALLON I 1600 ( I I I I I I - I �;' -- -JI■ i *I SINK W/ FERMENTS - I I I I I 6�Ij, ♦ I ...I E O I 3 G 1 FERMENT'S FERMENTS FERMEN t-ERMENTE I I I I ,i ! Ifs+ I I III ` . I 'I I .I' 1 p I I O. XIST N I O .... �RE� GREASE � - .• , ALLO 6 ' . h " I .. MIL4 i .♦♦ i 1T I ,i I .I EXIST(N MEGH. T INTERCEPTOR f I I L 1J L1:J I a 1Jz L J: . L I I 1 I I I. . TOILET RE • + - - 2.. 1 n +/- 15'1'-5" I I I I b / 20 I I/ 6 1 ■ - - - TO REMAIN i I ,IB HB I .!B :8 I H13n HB ,� .!e HB .>S JB .!e ,IB .18 JB HB I I 1 I -- ---- - --- I---- - ---------a '1 14 n ---�._I O O' - - - - - - - _ - - - - __ - - --- --- - --- --- - - ---- - ---------- -- ------------------ — NOTE: NOTE: NOTE: 4> NEW SPLIT SYSTT=M EXTERIOR OF BUILDING 15 TO BE ALL NEW E=QUIPMENT 15 TO HAVE ALL NEN PIPING TO BE NEW JUNCTION BOX NEN HOSE BIB BY OTHERS PAINTED BENJAMIN MOORE A MINIMUM CLEARANCE OF 51-O" INSULATED AND HAVE FIELD VERIFY EXACT FIELD VERIFY EXACT. COLOR: OCEAN FLOOR #1650 FROM ALL. OBSTRUCTIONS HEAT TRACING LOCATION,TYP. LOCATION TYP. 201 .r i 1 1 r O' �F' " 8' i 2' 16' .�•� 28 32 S6 40 RST FLOOR D MO O CONSTRUCT ( CSN FLAN MA I N BU I LD I N� ( ART ) CORWIN STREET (50) Pl:,'lnll Flt —` PLEASE .BE A DV I SED THE GOMPL I ANGE'GERTI FI G/4TI ON I S BASED .� vrNEc� ON PLANS AND SOLELYFOR THE PURPOSE OF .OBTA I N I NCS 'l� PPO\QED ��+ BUILDING 'PERMIT. IN ORDER TO COMPLY .WITH TOWN GUIDELINES F, BUILDING W EXISTING BUILDING l � T ILDING TO REMAIN ADD I TI ONA�L I NSPEGTI ONS ASND TESTING MUST BE DONE' TO .OBTA:I N PLANNING BOtiP.D A GERTIFIGA�TE OF OGGUPANGY TIN BUILD�rG ..- TOl1V�' OF 50UTIiOLD os - PART B — -- -- ,� D PROPOSED INTERIOR REN01/AITION FOR . D RAIL ROAD f f -� jLoNG ISLAM �-- MA�TGH T • D�,�r� .�- � a o � � BOOK D 15 I LL I NG GOMP,4NY L .G 230 GORWIN STREET 6REENPORT N.Y. IM44 ' 1 3 ��<9 SCALE, AS NOTED APPROVED BY DRAWN BY,RK KE� F L A ( `I SCALE: DATE, 06-20-I6 REVISED BY 1 .�_. 't t J. GruberrchiteGt ` ' Rober _ , i ii 4 i6 �x re551^ld Drive 5o. Medl`ord, N.Y. 11163 (651) 654 04� O M / : ISSUED FOR PERMIT 08.10.16 (DENAIL) RESUBMITTED TO PLANNING 11.07.16 RESUBMITTED TO PLANNING 01.05.17 0 �` IST FLOOR O GONSTRUGTI ON 6 6 ISSUED TO PLANNING 01.15.16 1 RESUBMITTED TO PLANNING 11.18.16 � L.A�N MAIN N BU I LD 11NG PART � RESUBMITTED TO PLANNING 05.06.1-1 - _ O� • ' GENERAL DEMOLITION NOTES: • • ,:LEGEND • I IT 15 THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR TO ' DRAWINGS AND NOTHESE ' READ AND FULLY UNDERSTAND THE SCOPE OF WORK IN . , TES.,' ' • 2. WINDOW TAG PRI . '.. .OR TO THE COMMENCEMENT OF ANY WORK THE CONTRACTOR 'O _ SEE W I NDOW,SCHEDULE TE�'S .' 15 TO WALK THE SITE TO VERIFY'THE,EXTENT DEMOLITION. ANY ISSUES SHOULD BE BROUGHT TO THE ARGHI ATTENTION, IMMEDIATELY. CONTRACTOR 15 TO NOTIFY THE ARCHITECT IN X 'DOOR TAG - " WRITING OF ANY DISCREPANCIES OR ITEMS. NOT INCLUDED HEREIN SEE DOOR SCHEDULE THESE DRAWINGS , , 3. CONTRACTOR IS NOT TO BLOCK ANY MEANS OF EGRESS OR ', X WALL CONTRACTOR ' ORRIDORS WITFI ANY DEBRIS OR TOOLS DURING DEMOLITION OR SEE THIS SHEET C N GTO . GO STRU I N �, • EXISTING WALL:/ ITEM 4-CONTRACTOR TO OBTAIN ALL NECESSARY UTILITY DISCONNECTS . TO BE REMOVED • .•. OR , PR TO THE START OF ANY,WORK ' SEE GENERAL DEMOLITION" ,-: MPORARY ANY DOOR OR GLAZ�G 16 EING REMORRIERS VED. HESE PLYLE OD HEN EXISTING yyp WALL TO REMAIN. BARRIERS ARE TO BE SECURED WHEN NO WORK IS BEING '. SEE WALL:1`t'F'ES . PERFORMED. ' NEW FRAMED WALL' .. . . .. ED, PATCH,ANY , 6 WHERE EXISTING WALL CONSTRUCTION 15 REMOVE SEE WALL TYPES DISTURBED AREAS WITH CONSTRUCTION TO MATCH ADJACENT PRIOR ' TO INSTALLATION OF NEW FINISHES 1. CONTRACTOR ISTO MINIMIZE THE AMOUNT OF DUST AND DEBRIS : ... NEW I HR RATED WALL 2 `ENTERING INTO AREAS NOT AFFECTED BY THE DEMOLITION ALL SEE WALL TYPES • DEMOLISHED MATERIALS AND DEBRIS SHALL BE LEGALLY DISPOSED A MOVED F E G , . u w O { F AND RE 1 � D R • O M THE SITE BY THE CONTRACTOR. 8. THE.CONTRACTOR 15 REQUIRED TO PROVIDE ALL SHORING AND • I BRACING REQUIRED DURING THE REMOVAL OF EXISTING STRUCTURAL, MEMBERS AND INSTALLATION OF NEW STRUCTURAL FRAMING. , . I. ALL DIMENSIONS ARE TO BE FIELD VERIFIED q. WHERE ELECTRICAL OR FLU ABANDONED, PRIOR TO ANY CONSTRUCTION OR PURCHASE. MBING LINES ARE'TO BE REMOVE ALL SUCH WO RK, GAP OFF LINES LEGALLY AT.FINAL .. , GES P _ ST, CONTRACTOR TO ', INAG SIBLE ENETRATIONS. ... 2 IF ANY D15GREPANGY EXI •CONTACT ARCHITECT ASAP FOR RECTIFICATION ' �{ I 10. CONTRACTOR MUST PROVIDE PHO � PRIOR TO THE RECOMMENCEMENT OF WORK IN TOGRAPHS OF EXISTING CONDITIONS THAT MIGHT BE QUESTION' . . E40QC9. MISCONSTRUED AS DAMAGE RELATED TO REMOVAL OPERATIONS. El- FINISHES AND.SPEGIFIGATION ' 2 2 AND 15 TO VERIFY WITH THE OWNER PRIOR TO THE START OF.WORK: 5 ARE ' OPEN TO BELOW '• AS.PER OWNER . .. W HAND SINK d EYEW,45k LJ -1 II _ Ii I �I t•loov I i I EXISTING SHED I�-- �I •' � I REMOVED 11 IL TO BE REM 2 fl SE'R ORA1ED O SC'g ORA06EED - __� PROPoSen;. i O NEW • SINK I I I z I , r------- w NEW LAB I IPROPOSPD I — STORAGE OPEN TO BELOW .I�p O `.. i DN O i I � EXIST. EXISTING �, O . ExISTINcs - I . I STORAGE RACK €xN_.� �� N�GJj. i TO REMAIN Q I I •, ' I : I I , � OPEN TO BELOW -rill I .. �rrrll��fTTPr�I ` XO. I I I IIIIIIIIIIIIIIII II 1 . i i I Ili ,. II \�� \`.. ' O � ' 'I I. �- --LI IJP LI U1111L1 EXIST. ' I O O (I II II ' I I •. I II Il I I , �I II I I I i j J o o EXISTING li iJ ii 570RAGE RACK ITO BE REMOVED II771 , I II I� I I I I II I I I i . II , II ,I •' I E II I Ilfl I I , I IN II u 9 e��6� , II I I I Ij 1:2'-0" IJ I i 0 II IW �� A II I I I � OPEN TO BELOW II e I I i w II II ------�� �-- — b1F77ANINF I L J I I ------I _ + I I )� o f-JI I ,. II II 12: " 16�. 2O� 2��.,. 25, : .52' . � . I .' � • ,. 8 . .32 , ,.36 40 (—�,,e.�] I�VI yI$.�� I I�VI �'(\VI I I I . , t� �GOI 'D 'FLOOR D�MO+� I � I � I 7� / �GO1 7�5TRUG � � � .. � � � .. � - - � „ y • ';..;i',,,w...,.- W�.r.,'.. _�, , .'• , �� II '�� II N I I � I� � OI � ��AI � MA � �l� � �D � I �tO. . I _ _ = SCALE: I/8" I' O" � r,'9 20;17 COR�PIN STREET (50'). O PLEASE' BE' AD1/ISED-THF COMPLIANCE GERTIFIGATION 15 BASED. : VINEGAR ON PLANS AND SOLELY FOR THS PURPOSE OF OBTP�I NI NCC r4 autLVING ��yP�'�.C?��D �� BUILDING PERMIT. IN ORDER TO: COMPLY WITH. TOWN GUID.FLINES . N BUILDING E}CISTING BUILDING POT A To REMAIN : . " �� aQ��tD. ADDITIONAL' INSPECTIONS, AND TESTINO. MUST' BE .DONE :TO OBTAIN . :: �'��� � ,°� GERTIFIGATE OF OGGUPANGl'• • � ��1RT B INC ... �� F SOuT�"�O�.® � ISLAND RAIL ROAD , ���� �� � PROPOSED INTERIOR RENOVATION FOR , • : ,MATCHBOOK D 15TI LL I NG: GOMPANY.. LLG . ,� - � �¢.( .J: (,�+�� t � 230 GORWIN STREET APPROVED BY, 6REENPORT N.Y. IIQ44 ' r�� �.�"'' L.J�"�.�•" W <P SCALE, A5 NOTED DRAM BYE ' K E� FLAN`� SCALE: I"=80'-O�� ,,. - ,.., _ �Q DATES 06-20-16 REVISED BYRK` . o er � Gruber ,�rGhiteGt 476 Expre55wa Drive 50. Medford, N.Y. 11163; (631) 654=4g4q • ISSUED FOR PERMIT 08.10.16 (DENAIL) RESUBMITTED TO PLANNING 11.0'1.16 RESUBMITTED TO PLANNING 01.03.17 ��'�`� fl� N�.~��d 2ND FLOOR' DEMO, / CONSTRUCTION ISSUED TO PLANNING Oa.15.16 RESUBMITTED TO PLANNING I I.I8.16 RESUBMITTED TO PLANNING 03.06.11 PLAN - MAIN,8U I LD I NG PART .A .1013, # I I 16=071 I � . � I . . I . , .. .I ,. � . . . � . . I �, � - : �1. � . I . I . . I . I . , . � � I � I I . ". . . �, I . I I .. . I � I .. . , � . I .. . I. I .,.. 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TO BE SELECTED ` 5 �I.,�II.I.'�.�1;�.;_.,I.�..:.',:��III I,'�.�,I:,...1'I I,1':.I.�,...I.1:,I�,.',,1�'.�"....,.t.I��.,�1I..I�:I.::�:.�-..,:.,--I,`.:,.-.,I��-.I.:.:h,,r.,:I,�I%.i1.�.I�,I�.�',.�,.I�;.1.:t...-,..,..I..�.I.��;��-;.I,..I,..�-�.''':�....:..�,,I.I�I,.,-'I 2X4 RECESSED ® . . LIGHT FIXTURE . - . TO BE SELECTED . . . BATHROOM . . . EXHAUST FAN . : A5.PER CODE . • ' a L . . . GTED.. . EXIT SELF LUMINESCENT . . . . EXIT SIGN . I v TO,BE SELECTED. iI . BATTERY . WALL PACK . . . - . I.' . �..-.�.,,�.:�.,,,.,.,I.:I.,,:1.1I.I..-:.,....I..:..m�.%1.._�,.:�:......�..,�_,4I,:�-I,",.%�:':�.,1i.`::1,t I..�',..�1�I� Ir IIII 1. . , .. . . . D . 5D SMOKE DETECTOR • . . . .. - . XX" . . . G.H." CEILING HEIGHT . . O 5:. 101-0" . . ,. . .. G.H. I. ALL MECHANICAL, ELECTRICAL, FIRE ALARM, FIRE SPRINKLER . . . .. :. 4 5ECURI7Y.SY5TEM5 TO BE COMPLETED BY OTHERS . . 2. ALL FIXTURES ARE TO.BE SELECTED BY, OWNER, AND VERIFIED . • BY.CONTRACTOR PRIOR TO PURCHASE OR INSTALLATION.. " . : . 5D . S. ALL HUNG CEILINGS ARE TO BE SELECTED BY OWNER AND . .. . . . . - _ INSTALLED BY CONTRACTOR ., . . • . 4. ALL EX15T SIGNS 8 BATTERY WALL PACK QUANTITIES.� . LOCATIONS ARE TO BE VERIFIED WITH FIRE MARSHAL1 .. . . PRIOR TO PURCHASE OR IN5TALLATION . G.H. G.H. . F _ . - . . . (a SE w . . . . . . . . .. . . . . .. :; . . O' 2' 4' 6' 8' 1O' 12' 14' 16' 15'. 20' . . I . I I I I I I I I I R L� �fi D 6FLAN I VINEGAR 5UILmDIN� . . . I SCALE: 1/4"=I'-o'` . . . . OTE: PROVIDE R-50 BATT INSULATION . . . . . ABOVE NEW DROPPED CEILING. , . I nn [�I, Iy - f�.0 „ . . - . . YOW o� s�ur�I w ...�..�.�.1.1 I�I I.I I II I�:�.I..I�I...I....I I.....'_..I--..-�.�I:1I1:�I 1I I�,1I,I.1II II 11,.1��,...,,.I,.,.I..I/:I 1I I,.,.���-I I II..�.!..i I 1.�1.,.,II.Ir.1...1.I..I.1.I..1�I...I....,.I",I.I�,I,�,�..I�...I 1I.�I�'I1,:...II.I.I'�.�.,..II.�I...�,_�.II":...1�.I..,I1-I�4k...�I.1.-...I�,I�.I,II..�I."�....I�%......I,��...I,...I r I I..�.-..:,..I�II.I,...I�..I.I..I'...�_.�I._I.,�,..�.1.).I-`......�.I( . : . DATE: 4 I ( tabI -7 r ; j i . Lw.r, t . . .. COR{9IN STREET..(50') : .",1 - - - __ _ _ . . I" . . . . .. PLEASE BE ADVISED THE GOMPL I MANGE GERTI F I GATI ON IS BASED VINEGAR . ON PLANS. AND SOLELY FOR THE PURPOSE OF OBTAINING A •;`' ,;;. W LDING STING BUILDING BUILDING PERMIT IN ORDER TO ,GOMPLY ,WITH TOWN GUIDELINES . I M� ,WING '- : TO REMAIN . . . . . ADDITIONAL IN5PEGTION5 AND TE5TINCC MUST BE DONE.TO OBTAIN - - . TE OF OGGUPANGY .,. = ,� GERTIFIG/4 .. . NBU�ING . -- . --� O 4 8 12 16 20 24 28 32 36 40 --- - - D INTERIOR RENOVATION FOR :. , ;.:� r !�fa.OP05� _ _____ _ ---- LONG ISLAN L__ I I I I I I I I . . ,- . :A , M TGHBCOOK DISTILLING GONIP�4NY LLG ` . I. . <7 CL .W, 230 GORWIN STRUT 6REENPORT N.Y. 11944 I ¢/,(\ I�VI A 0;sl' SCALE: AS NOTED APPROVED BY, DRAWN BY-RK SCALE: I =50'-O" .I...:1I.I..�1....I4 1.:.I.�I..I.1�..�...�....I I....���I.I.I.��.I II....I..I I..I,.I.1:..I r..I-I,I�.I.�...I1....�........0..00.I.�I9I.�.I,..�.�.:�.-.I I.1...I.I...-...��.I�I I I.�I.-�..I�..I I........1 r.�..-.I.....I I..,�I I I�:�...I IIII�..I I......I...-I.I:.I....II I.�.I.I 1.�II.I..--.I�..-�I.�.I I...I..I II-�.I:�...II.....I�.�I.I I.....I..,��."I 1.rI I,.I..�II.I�..II...I I.I�. I.�..I II.I I.I..�..I...I.I��I...�.�II..I II�...I I...I.I��....�....�I...I...I�....I..-.I..�I...I.I.....�.II 11.I IIL�-.jI.I-.I.II 1I.I.....I.I.I..�I...I-.�.I....I..I I.-4.I.�..I.-.-.....I.....I-.I II I 1.....I I�.II.I�I.�.I�I I.I..I..,.I�I. 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REFL=ECTED GEIL� IN& FL AN - MAID 5UILaDINO ' PART 5 - ; :1 "` ... t1 � ; Robert J. Gruber r. �hiteat ..�..I-.4��....I.I�.:.I.I....I..�I....I�I�..I I.I.I I.I....I..I.�..�..��",'.I...1�.�.I.I.�I.�..�1.I.II...�I..I......I�II I�II.. I�a...1.,I.....,.1....,.��N&.I. I.�1_I.II I.I I. SCALE 1 I/8 -I-O F� g37r476 L=x res5wa Drive 50. Medford, N.Y. 11163 (631) 654=4g4Q ° ; r , G ,' ISSUED FOR PERMIT 05.10.16 (DENAIL) RESUBMITTED TO PLANNING 11.07.16 RESUBMITTED TO PLANNING 01.03.1 »»,. - V I NC-GSR M,�I N BUILDING PART. B :. 155UED TO PLANNING 01.15.16 RESUBMITTED TO PLANNING 11.18.16 RESUBMITTED TO PLANNING 03.06.17 . 8 �� REfi LEGTED CEILING PLAN JOB. #ib-ori . . RGA 1� C� ND . . . . . . . . . 2 X2 REGE55ED' . .' LED LIGHT FIXTURE , ... . .. . . - . TO.BE SELECTED ' . . . SUPPLY DIFFUSER , . .. • TO BE SELECTED . 2X4 RECESSED' . . . . . .. . . . ,. D LIGHT FIXTURE LE TO BE SELECTED . . RETURN DIFFUSER , . . , .. TO BE 5ELEGTED . .. - .. SURFACE MOUNTED . , . . . . . E O / CHAIN HUNG - . - . LED LIGHT FIXTURE . E IT' SELF LUMIN SCENT . TO BE SELECTED 0 EXIT SIGN . . .. . . . TO BE SELECTED . . . RECESSED BATTERY' . LED LIGHT FIXTURE :. WALL PACK . . . . . . . TO BE SELECTED TO BE SELECTED. . 5D SMOKE DETECTOR . . .. O . . . . . - . IX4 SURFA E TO BE SELF i� �� G MOUNTED EXHAUST FAN ' LED LIGHT FIXTURE ® ,' , TO,BE'SELECTED . - C i - .. N TE5 . <r [i ---- -- - ---- - - --- --- - . . F I� --T . . ..; EXIT .. . ' . . AL, ELECTRICAL,.FIRE ALARM, . . . . I. ALL MECHANIC . .: . . . . . FIRE SPRINKLER 4 SECURITY 5YSTEM5'To BE ,., . • COMPLETED BY.OTHERS,. . .. • . - . . BIG A55 2. ALL FIXTURES ARE TO BE SELECTED BY'. . NER, AND VERIFIED BY CONTRACTOR PRIOR: . LE FAN FIXTURE` ' OW .. . . - . . .. . , " . I , . TO BE 5E GTED ,,, 4. ALL SIGNS d BATTERY WALL PACK QUANTITIES / LOCATIONS ARE TO BE VERIFIED . SEE SECOND FLOOR WITH FIRE MARSHA OR REFLECTED CEILING PLAN . FOR LIGHTING LAYOUT - , L PRI TO PURCHASE OR . I . . . :. INSTALLATION .' •' -------- ------------- - ----- ® o --.--- -�-- ---------- --- ------------ o . I - . .. " . EXT 0 o p o a . Q--------------- ❑---------------- ---------------a----------- - n-------- -------=-----,----------n . . . . ' . i �® - I . . I I . . I I . . I I . . . . I I . . . . I I •. _I I i EXIT ' I I I I I I " • I I I , - . . ---� _ _ - r r . F --- 7 SEE SECOND FLOOR i...---a ---� REFLECTED CEILING PLAN - I.,_ _ . r---a FOR LIGHTING YOUT _ . . . LA I-__y ® C� . . . , . . . I . . - . I H o, o - I — — p . --- --- �— --- - • I — -- --0 ---------------n------ ------ ----------------0 ----------- i --- J I I . . ti5 I F- I I .. . ®1� - . . . .. . H ., I . . . . . . < - . . � . O O , . , _~� . . • + • • . n n .. ,. I .---._�._ -. _ - ----..-.. .. ------ ------------------------- -- . -------------------------------------- . -- . i i I . , ' '' ..., . i ,, I.i . ' . O 4 8 12 16 . ; . .2O 2 1. . 28 32 , :36 40 F I RST FLOOR REF�.EG I D GE � L � I O FLAI �l `� MA I I � Eli � LD � I & PART A .�.'_w Jj:-_;. SCALE: I/4"=1'-O" t1 Ji �','; ;4i F U f. r • : ``` . . a111 °, q.' 1017 .". CORffIN STREET (50�) - , I, ,Spix .c, r k _. .' ._ ._ _ _ Flan;,: ';,;"tr, PLEASE BE P�DYISED THE GOMPLif�NGE GERTIFIG�TION IS. B?�S D'� ON PL,�NS ." VINEGAg ND SOLELY :FOR 'THE PURPOSE OF OBTA I N I NG ; w BurLDINc BUILDING PERMIT: IN ORDER TO COMPLY WITH TOWN 'CUIDELINES cy EXISTING BUILDING. IT LDING To REM�N ��� Q��� ,4DDITIONL 'INSPEGTIONS:A�ND. TESTIN� ,MUST BE DONETO.:OBTlIN , ' ---- PL�►C�t��, f�O.ARD A GERTIFIG/-�TE OF OGGUPANGY m ART BLDING . --� _ . ISLAND RAIL ROAD TQV�/I OF S®UTh�C3Lt? PROPOSED INTERIOR RENOY�rTION FOR .. . DATE � f � �L � a 01l � �J;� M,�TGHBOOK D I STI LL I NCS COMPANY' �LL C " . .. �W ��( J. g�G �� 230 GORWIN STREET FREENPORT N.Y. IIg44 . ( � �Q0 SCALE,' AS NOTED APPROVED BY. PRAWN BY.RK Y I `I SCALE: I' 80'-O" � "`'', - t DATE, 06-20-16 REVISeD sY , . . � . . �� eq Obert J. Gruberr�hite�t , . . . . . . - . .. d aa�7i 4�f6 �x re5s�;al� drive So. Modford, N.Y. 11163:. (631) 654=4a4q ISSUED FOR PERMIT 08.10.16 (DENAIL) RESUBMITTED TO PLANNING 11.07.16 RESUBMITTED TO PLANNING 01.03.1'f .T . O� IST FLOOR .REFLECTED;.:GE I L I NG PLAN . G 155VED TO PLANNING 01.15.16 RE5UBMIITTED TO PLANNING 11.18.16 RESUBMITTED TO PLANNING 03.06.17 OF ' . MAIN BUILPIN,5 FART A , . JOe,- #16-o-71 . . RGP l. Gl� . . . 5 8 , , T G T O SYMBOL ' - ` IDENTIFIG�TION . - . . . , . 2X2 RECESSED .. ,. . . .. . .. LED LIGHT FIXTURE , O . .. . . - . T BE SELECTED . SUPPLY DIFFUSER . . . . . TO BE SELEGTEp , 2X4 RECESSED . 0 . LED LIGHT FIXTURE . - .. - ' . T EG O BE SEL TED RETURN DIFFUSER . „ - . . . - NTE TO BE SELECTED . '�, . . SURFACE MOU D' . / CHAIN HUNG . . . O. LED LIGHT FIXTURE ' . EXIT •5ELF LUMINESCENT::. . - - - . TO BF SELECTED ® EXIT SIGN TO BE SELECTED . . . 55ED - . . . -�} LED LIGf,' f IXTURE WALL PACK . . . ' T " OBE SELECTED TO BE SELECTED . • . . , . . . . . . .. , . . • R 5D SMOKE DETECTO . " . . . E EXHAUST FAN . .. . , . , ® TO BE SEL G, , . . . - . BIG ASS . . . FAN FIXTURE% O S: . TO BE SELECTED 1`� - G r u I. ALL MECHANICAL 'ELEGTRIGAL 'FIRE ALARM . s s . . FIRE SPRINKLER EGURITY 5Y TEMS.T0 BE . .. COMPLETED BY OTHERS ": . .. . 2. ALL FIXTURES ARE TO BE SELECTED BY . .' OWNER, AND VERIFIED BY CONTRACTOR PRIOR . . . , TO PURCHASE OR INSTALLATION , . 4. ALL 51GN5 4 BATTERY WALL'PACK . .QUANTITIES / LOCATIONS ARE TO BE VERIFIED O WITH'FIRE MARSHAL PRIOR TO PURCHASE.OR INSTALLATION , 0 0 0 0 o r— _ -= — -s==== --- . I . exlr . . . . - . . .EXISTING EXISTING I . o o c� o o CEILING LAYOUT GEILi3:G i . O IN • . . N T REMA TO RSM � � AI . . . . ,I: . EXISTING - ' I . . . U . CEILING LAYO T . TO REMAIN I . EXISTING i GE IN A -----------------, -- ------ .. TOIREMAINYO, I . UT � I ' I . .. EXISTING . I I . CEILING LAYOUT . . ' ' TO REMAIN 1 O O o O -- o o . . I I I . I . I . . - � . . �� . • . o — -J _�� t o , 4 - . $ . . ., t ® ® +, . ,. . i - 0 0 0 . o . . o o . .I . o . . . . - , . . . . . I - . . : • I . - - .. . . I . , .. .• - 0 0 0 0 0 0 -------------------- ----�...... -. . I.. -........_-.-.-..-... .... - I......- .. -._.--.. - . ..._. -. .. -.. .... -. ... -. - _ . . . 0' 2� 4. 6t 8t 10' 12' I�' 16� 18' 20' . , I I I .� �. I I I , I I _ � GO I �tDJ�00J� G� D G 1� I �l� PJ�. M Il� D I �� P � SCALE: - ' n < r . . . . I I/4 -I-O __ t I. � 1 . �,l,h 6,17 a. . . . a . CORI9IN'5TftEET (50 ) .. ,.,•.,r, '°' PLEr45E BE �4D�/ISED. THE GOMPLINGE GERTIPIGr4TION . IS BlSED. ON PLANS `,SND SOLELY FOR THE PURPOSE OP OBT,4INING. ?� . VINEGr>� . / PPROVED y BUILDING PERMIT. IN .ORDER TO GOMPLY:.WITH TOWN .GUIDELINES E, BUILDING W EXISTING BUILDING . l T LDING To ItEMnlrr PL " =lL �.u4ARD ADDITIONAL, INSPECTIONS SND TESTING MUST BE DONE'YO OBT,�IN _ A CERT I E I GATE OF OGGUFANGY . ARTUBLDING r U�"�ti�E O SOa,. VOL.D n oftL PROPOSED INTERIOR RENOV,4TION 1,. D .._ _ LONG ISLAN . . . . c��°TE { 11 a OI ° � ' "�, MTGHBOOK D15T1LLINC�'GOMP,4NY LL.G . ORT N.Y. 11944 230 GORWIN STREET P. `I - �~C` _... ______._. �p . p scn�e: A5 NOTED APPRoveD BY. ow�wN BY,RK .. Y P `�cw' V I._ . .. ._..._-------. . . ..� SCALE: I -80 O - - . Y . p '`'> DATE O� 2O I(� REVISED B . {� ep /� . . . MF/ '' Robert J. Gruber arch iteGt 1' . ��, a,d - - re5�wa Drive 50. Medford, N.Y: 11763 (631) 654=4g4q.. . - . 416 Ex ISSUED FOR PERMIT 08.10.16 (DENAIL) RESUBMITTED TO PLANNING 11.07.16 RESUBMITTED TO PLANNING 01.03.17 �F � 0d�.h" v�" RE�LEGTED CEILING. PLAN ' 10 'OF ISSUED TO PLANNING OQ.15.16 RESUBMITTED TO PLANNING 11.15.16 RESUBMITTED TO PLANNING 03.06.17 � - . M�41 N BUILD(NG P,4RT " JOB. # 16-071 . / 11L/ /////// / . B.O. DEGK '\� B.O. DEGK B.O. DEGK B.O. DEGK B.O. DEGK GAULK GAULK GAULK GAULK Gf�ULK . 6" I6 GA. MTL STUDS 3 5/8" 16 GA. MTL 6" 16 GA. MTL STUDS 3 5/8" 16 G,A. MTL 6" 16 GA. MTL STUDS . . AT 16" O.G. . STUDS AT 16" O.G. AT I6" O.G. STUDS AT Ib" O.G. . AT 16" O.C:; TAG WIDTH HEIGHT TYPE ELEVATION DOOR . FRAME `FIRE REMARKS: EXISTING GLAS5 FIBER 50UND BATT � R-111 BATT INSULATION MATERIAL MATERIAL RATING . WALL TO . REMAIN E EXISTING b00 INSULATION, NOM 3-1/2 IN. EXISTING DOOR TO REMAIN. PATCH 4 . . THICK, MIN. DENSITY OF - REPAIR / REPLACE AS PER OWNER . . GLAS5 FIBER SOUND BATT GLASS FIBER SOUND BATT R-15 BATT INSULATION 0.80 PGF, WITH A FLAME AIR LA REPAIR A5 „ „ SINGLE R ' �1 HORL OW / REHOLLO!^I PER OWNER ` TO REM 5 PER OWNER, INSULATION SPREAD OF 25 OR LE55 FRP PANELS CLOSER d .SILENCER5 , INSULATION I 3-O 7-O SWING B METAL METAL.• 3/4 PROVIDE , . . . GOORD I NATE .. SINGLE SOLID GORE HOLLOW . PROVIDE OF 50 OR LE55, ELOPED (1) LAYER OF 5/8" AS PER OWNER AND A SMOKED W/ EXTERIOR GYP BD. Oh! ' . . •2 3-O -i-O A N/A . . PASSAGE . %. +� ELEVATIONS . FRICTION-FITTED TO (1) LAYER OF 5/8" (1) LAYER OF 5/8" DRY SIDE 5WING WOOD METAL 51LENCERS : COMPLETELY FILL THE GYP BD. ON GYP BD• ON (I) LAYER OF 5/8" SINGLE SOLID GORE HOLLOW., PROVIDE PASSAGE LOCK d STUD CAVITIES. DRY 510E DRY SIDE GYP BD. ON . 3 . -O 'i-O B . N/A . (i) LAYER OF 5/8" . . 5WING WOOD METAL 51LENCER5 ,; DOUBLE HOLLOW HOLLOW TYPE X GYP BD. MOISTURE l�1- 4 6-O "P-O G 3/4 , PROVIDE CLOSER 51 5/8" DRY 510E :: :: 11 SWING METAL ' METAL LENCERS •, ON DRY 51DES , -� (1) LAYER OF 5/8 (1) LAYER OF 5/8 � RESISTANT . (I) LAYER OF 5/8•• MOISTURE MOISTURE GYP BOD. OM (I) LAYER OF 5/8 6-O -1-0 G N/A' PROVID „ „ RESISTANT RESISTANT WET 51 E 5 , „ DOUBLE SOLID CORE HOLLOW TYPE X MOISTURE MOISTURE SWING WOOD METAL E CLOSER d SILENCERS GYP BD. ON GYP BD. ON DOUBLE SOLID GORE HOLLOW. INSULATED DOOR W/WEATHER STRIPPING RESISTANT WET SIDE WET 510E GAULK RESISTANT 6 6'-O" 8'-O" D N/A . GYP BD. ON GYP BD. ON SWING WOOD METAL .PROVIDE CLOSER $ SILENCERS : ~' FLOOR FLOOR WET 51DF-5 .. FLOOR FLG70R FLOOR . . . FLOOR . WET.5IDE . . . NOTE: . . ' ALL DOOR SPECIFIC SECTION SECTION CAULK SECTION SECTION SECTION - . GAULK GAULK SECTION , GAULK . ATIONS � QUANTITIES TO BE VERIFIED WITH OWNER PRIOR TO PURCHASE OR INSTALLATION . .. . . . - h . _ _ �� Q . _ . . .. . I . DO \ / . �p � . _ �p . . OR XT I O I `�� . . . m PLAN PLAN ." . - : PLAN PLAN PL ,N : PLAN . . ' t b-0 . . . WALL TYPE I WALL TYPE 2 3 WALL TYPE 3 WALL TYPE 4 NALL TYPE 5 1^4ALL TYPE 6 �� . 2 # 5 �' \ UL U411 . . ROOM . , ADA /. . ME SIGNAGE . . . . " . . .. • . . WA�� TYPS .. - ' ., \ \ / . _ . \ \ / \ / \ . .. NOTES sGALE: I/2"=r-o" � _ - \ / \ _ 4 I. COORDINATE ALL FINISHES WITIH OWNER \ \ / . o. o O o . �. b o .'. /. . 2. USE (1) LAYER OF 5/8" MOISTURE RE515TANT GYP BD. ON ALL WET AREAS . . . / t- / r \ / r . .. . . - . .. . . / / \ / \ /. . . GK. KICK\' . KICK / KICK / KI / / PLATE / PLATE / PLP�TE�. / .. PLATE\ /:: / C_— . . , . . . . ELEVATION ELEVATION B ELEVTIDN G ." ELEVATION'"G ROOF • 411.V I1�.JIL 4" VTF-ill — 4" VTR. L . EXIST. EXIST... 1 . MENS TO ILET I ,WOMENS TOILET I . TO REMAIN TO REMAIN . � - _ —I- - -r' I — � -1 I . . . . I . I i . . I I I TAG MANUFACTURER 5ERIE5 MATERIAL TYPE SIZE ELEVATION REMARKS ' I I I . I I . , yy LAV. I LAV. C A KAWNEER 451T_ ALUMINUM,. SINGLE 2'-O" X I A 3/4 HOUR FIRE RATED FIXED 3-O URINAL I I I I E EXISTING WINDOW TO REMAIN E EXISTING WINDOW TO REMAIN I I I REP AIR / REPLACE AS PER OWNER REPAIR / REPLACE AS PER OWNER . 2ND FLR — I I ` D O �k ll I I O I `� G.O. I G.O. EXIST. I NEW FRUIT EW MENS I EW WOMENS 2'-0" V.LP.. ., NOTE• TOIREMAIN I PREP H.G. TOILET 2" I 2 H.G. TOILET. . . .. ALL NEW WINDOW SIZES, HARDWARE I- — — GLAS5 TYPE IS TO BE FIELD VERIFIED f— -( — r I — I — — — 1- — — i - I i — — — - — - I — — _ PRIOR 'TO PURCHASE OR INSTALLATION . . I I I 11/211 13 COMP. I I 211 I " SINK I I I .. . . :: � , 1 1/2 , 2 . 1 1/2 ,I I,1 v2 .2" m I W I W C .ILAV. t EMERGENCY I I W.G. I LAY. I LAV.I W.0 I . . EYE WA5H I- DRINK. 211 I : URINAL I FLOOR I FOUNT. I I/2 FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR 15T FLR DRAIN TRAP SE DRAIIi DRAIN DRAIN DRAIN I JAN. DRAIN DRAIN ' I/� I I/2" I I/2" SINK , 3.. 311 I I/2" I I/2.. __ 411 FAI , G.O. G.O.f- --- I G.O. . I/2 I I/2 I I/2 I I/2 I I/2 I I/2 :: :: I I/2 GRADE ® T 11 1. 11 : 4 4 . . z G.O. . 4° - G.O. z . 4" G.O. .. . _ . . 41. . G.O. ' — 4" VTR. ROOF EXISTING SANITARY LINE EXISTING SANITARY LINE 11 SAN TI APZYOSYSTEM . 4 NEW H.G. I . �E.Ai��d�1t`�+G C��;RD ., TOILET . _ 2r — �-- — — —I- — --- - — _ — — — -� TOVI�� SC�UTtt�l . 4" H. TRAP I I T — - — — —--I . 1 . : I 1`' A I l� �l� 11.�D l �l� 12" I 1, i i s ;� 1 I I I �/� I . I I/2 3 GOMF I 2 . lQAT P h U M E I I `�� R 15 E R D I A�R A I I ( . . SCALE: NONE 2'.I. i / . �I SINK I/2: 1/2 I : . . I i E RIN AV. •I EMERGENCY. ' •I HAND,�' / � - I ,:EY WASH FOUNT. . 2 I SINK 4..J . 11 , 1/2.1 I/2I I/2" �`...�..."�, . . .. . GREASE JAN. IST FLR I I 51NK I~ . . . . - 311 I/2TR,4P I/2° I/2" 4" FA - - - - - = - -- -= — . _ PULL 51 DE PULL SIDE NOTE: X=12" IF DOOR HA5 NOTE: Y-48 MIN. IF DOOR . . 411 4'I � . GO. (' ( I GO. 1 BOTH OL05ER AND LATCH HA5 BOTH .LATCH AND OL05ER I r — — —— — —— — , • " X I 2MIN GRADE -- - - - - z �- I� 54" MIN. ' I �- — — -� . - -r- -- ---� I �- z I I I I .. 0 r - - - - -- - -� I I I I z 1 I I I I _ z A n I 2 MIN. I I I G.O." . . 1 \v/ I z I I z X I I I ( 41 TD APPROVED I I :;t PUSH SIDE I I = � PUSH SIDE I I I . I . ,�} 5ANITARY 5YSTEM . _ I I I I . . . I I _ _ _ 1 4" H. TRAP .I I I I NOTE IF Y 60 , THEN X 36 NOTE. Y-54 IF DOOR HAS CLOSER ` . IF Y=54", THEN X=42" (e) .. . . . CHE-SLIDING DOORS (c) (�) LATCH SIDE FRONT APPR014 I . HINGE SIDE APPROACHES-SWINGING DOORS AND FOLDING DOORS. P L U M f5 I I `�� R 15 E R D \ LATCH SIDE APPROACHES-SWINGING DOORS I RA ( ll I I `� �. R �1 I D, ( I `��.>. SALE: NONE • . 1`I i \ . Ca C E• p1 . � 11,,E _ 11 r PULL 51DE . . NOTE: Y-48 MIN. IF DOOR . 54" MIN. . . . .: " HA5 CLOSER 1 1 - - - - - - - - -- - I RG I I OI `� 0 . — —— � I r -� r . D N . 5�uti.tl..T t s4"rel . . r-- -- - —� . 1 I I I 1 I I I gq"_41" z I I = I I z z I I 42" 12" bo"MIN. PLEASE BE ADV I SED THE GOMPL I ANGE GERTI F I GATI ON 1 S BASED, . . I ° I I y 1 �� I y I I ""� ON PLANS AND SOLELY EOR THE PURPOSE OF OBT4ININC = >- I PUSH SIDE I 4 PREF BRED = � I I I I �6., I8" ¢ 42" 15" BU I LD I NC PERMIT' I N ORDER TO COMPLY WITH TOWN C U I DELI NES . 4 1 . . 2' MIN. I I8" MIN. I I I I I - r nIN . I I �R �.• 12" 24" ADDITIONAL I NSPEGTI ONS SND YESTI NC-7 MUST BE DONE TO:.OBTr41 N 1 • . nN. MIS OC.C,UPANGY - A GERTIFIGATE OF . I .- O TOILET - _ �Z (d) m � " (e) m m 7 kQ PROPOSED' INTERIOR REN01/rhTION .FOR : :. FRONT APPROACHES-SLIDING DOORS SLIDE SIDE FRONT APPROACHE-SLIDING DOORS • . ° 'r_ - m n �o � +4'� (a) AND FOLDING DOORS AND FOLDING DOORS FIN.FL. o .. �>3' . . : MATCHBOOK D I,ST I LL I NG COMPANY�'LLG FRONT APPROACHES-SWINGING DOORS .� �, i 230 GORWIN STREET 6REENPORT N.Y:111144 VE BY, (,� BY,R . 4S MIN. NOTE,IN SOME GASES �' Qy" �e9 SGAL� P�5 NOTED APPRo D DRANM K '.' ., ATE. 06-20-16 REVISED BY ':.: TOILET 6 SINK MAY BE FRONT VIEW x`.'r' SIDE VIEW LO ATI ON MAY HAN6E. Sas• D . . . DOOR ACCESS 15 I L I TY DETAILS _ SCALE: NONE TYPIGAL HANDIGAP TOILET SPEGIFIGATIONS Robert J. Gruber.. — Architect,: • SGALE: 1/4" I'—O"' 'NOTE. ALL TOILET ROOM5 5FEGIFIED A5 HANDICAP SHALL MEET 1�3T� . 4 ICJ LX resswa Drive 5o. Medford, KY. 11-163 (631) 654-4g4q , - . .. THE REOUIREMENT5 OF A,N.5.1.AII7.1-2003 FOR PHY5IGALLY + 6 1 . ISSUED FOR PERMIT 08.10.16 (DENAIL) RESUBMITTED To PLANNING I1.0-l.16 RESUBMITTED TO PLANNING 01.03.1-1 . . . fiANDICAFFE°' ,- �� DOOR H,�RDWARE 15SUED TO PLANNING 011.15.16 RESUBMITTED TO PLANNING 11.18.16 RESUBMITTED TO PLANNING 03.06.1-i 1 I 0� I WINDOW SCHEDULES WALL .TYPES �B: #I6-o7l WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, May 7, 2018 4:00 p.m. Southold Town Meeting Hall 3:00 p.m. Executive Session — Advice from Town Attorney 4:00 p.m. Applications Project Name: _ ®..._ ... . Convenience Store SCTM#: 1 1000 55-5-2.2j e: Southold Gas Station & Conv n ._.._ Location: 45450 CR 48, on the s/w corner of CR 48 and Youngs Avenue, Southold.) Description: This Amended Site Plan is for the proposed conversion of an existing 3,476 sq. ft. building (formerly for vehicle detailing, RV sales and servicing) to a convenience store and vehicle fuel sales, with: 6 fuel pumps (12 fueling stations), two canopies, one at 50' x 24' (1,200 sq. ft.) and the other at 50' x 50' (2,500 sq. ft.) and 29 parking spaces on 1.46 acres in the General Business (B) Zoning District. Status: Pending Action: FEIS Timeframe Update & Review of Alternative Plan .. Attachments: None .... Project Name. Pindar Storage Building ' SCTM#: 1000-85-2-9.2 Location: 39935 Route 25, Peconic Description: This Agricultural Site Plan is for the proposed relocation and construction of a 1-story 3,259 sq. ft. building for agricultural equipment storage and no basement, located on 70.4 acres in the AC Zoning District where there is 7,151 sq. ft. of existing buildings. Status: Pending Action: Referral Review Attachments: Staff Report - � Proiee..c..t_ N,.a.. me: Matchbook Distillery _vm 1000-48-2-44.3 _ ,..,.. Location: 230 Corwin St, Greenport j Description: This amended Site Plan Application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038 sq. ft. ±12,902 sq. ft. to remain as storage, ±18,979 sq. ft. distillery and ±2,257 sq. ft. vinegar production with thirty-three (33) parking stalls on 1.5 acres in the Light Industrial Zoning District. Status: Approved Action: Review Final Site Inspection Attachments: Staff Report _ Southold Planning Department Staff Report Site Plan Application Work Session — Request for Final Site Inspection Date May 7, 2018 Prepared By: Brian Cummings I. Application Information Project Title: Matchbook Distillery Applicant: Duke & Cane LLC Date of Submission: September 23, 2016 Tax Map Number: 48.-2-44.3 Project Location: 230 Corwin Street Hamlet: Greenport Zoning District: Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±1.5 acres Building Size Existing ±32,038 square feet III: Analysis this Amended Site plan application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038 sq. ft., ±12,902 sq. ft. to remain as storage, ±18,979 sq. ft. distillery and ±2,257 sq. ft. vinegar production with thirty- three (33) parking stalls on 1.5 acres in the Light Industrial Zoning District, Greenport; 1. Amended Site Plan Approved on April 10, 2017: Existing: Warehouse Facility Approved: i. Interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038 square feet. ±12,902 sq. ft. to remain as storage, ±18,979 sq. ft. distillery and ±2,257sq. ft. vinegar production with thirty-three (33) parking stalls; Staff: - Interior renovations not completed for vinegar production and storage building; i, The Planning Board agreed to waive the parking requirement pursuant to Town Code §280-133(C); specifically, because this site plan has been reviewed and designed to be for owner use only, with a small number of employees and not open to the public; Staff: Parking stalls (including ADA) striped as approved with appropriate signage; ii. Exterior lighting: Staff: fifteen (15) fixtures constructed as approved; iii. Sanitary: brewery / processing only" approved 3/17/17 @ 4002.4gpd Total Flow— 1452.4gpd Sanitary Flow + 2550gpd Process Water Flow; b. Conditions: i. No retail sales are permitted on site; and ii. No access by the public to the site or buildings is permitted; and iii. All truck traffic shall be directed down Ninth (9) Street to avoid interaction with the Greenport High School access points and crosswalk, and residences along Eighth Street. c. Final Site Inspection conducted by Brian Cummings on April 27, 2018; i. Construction/installation of bike rack and/or benches for employees not completed; Staff: this was not a critical site plan design element and can be completed in the future; Staff Analysis: The previous driveway location at the east side yard to Corwin Street was closed off and a landscape area was provided as required; 0 4' high split rail fence provided as required; e Ten (10) street trees provided as required V: Staff Recommendations All elements of the approved amended site plan have been constructed as designed and it is recommended to support the issuance of a Certificate of Occupancy from the Building Department. 2 , � ILING ESS: PLANNING MEMBERS �j1 Q P.O. Box 1179 Southold, NY 11971 DONALD J.WILCENSKI Chair �' �p OFFICE LOCATION: WILL J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDORTM � Southold, NY Telephone: 631 765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 11, 2017 Robert J. Gruber, Architect 476 Expressway Drive Medford, NY 11763 Re: Approval - Proposed Site Plan for Matchbook Distillery 230 Corwin St., s/e corner of 9th St. & Corwin St., Greenport SCTM#1000-48.-2-44.3 Zoning District: Light Industrial (LI) Dear Mr. Gruber: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, April 10, 2017: WHEREAS, this Amended Site plan application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery„ formerly a warehouse facility, consisting of four (4) buildings totaling ±32, 138 sq. ft., ±12,902 sq, ft. to remain as storage, ±18,979 sq. ft. distillery and ±2,257 sq. ft. vinegar production with thirty-three (33) parking stalls on 1.5 acres in the Light Industrial Zoning District, Greenport; and WHEREAS, on September 23, 2016, Robert J. Gruber, authorized agent, submitted an Amended Site Plan Application for review; and WHEREAS, on October 3, 2016, the Planning Board found the application incomplete for review and required revisions to the site plan along with additional information to be submitted; and WHEREAS, on November 14, 2016, Robert J. Gruber, authorized agent, submitted revised site plans and materials as required; and WHEREAS, on December 5, 2016, the Planning Board formally accepted the amended application as complete for review; and Matchbook Distillery Page 2 April 11, 2017 WHEREAS, on December 5, 2016, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on December 13, 2016, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on December 16, 2016, the Southold Town Engineer reviewed the proposed application and determined that the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on December 28, 2016, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on December 28, 2016, the Suffolk County Planning Commission (SCPC) reviewed the proposed project and considered it to be an action for local determination as there appears to be no significant county-wide or inter-community impact(s); and WHEREAS, on January 9, 2017, a Public Hearing was held and closed; and WHEREAS, on January 19, 2017, the Village of Greenport confirmed the existence of a sanitary sewer line and the capacity to accommodate the proposed project; and WHEREAS, on January 23, 2017, the Architectural Review Committee reviewed the proposed project and approved it as submitted with certain landscaping recommendations to the Planning Board; and WHEREAS, on January 23, 2017, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined it to be EXEMPT from the Southold Town LWRP policies pursuant to §268-3 for Minor Actions, item "B"; and WHEREAS, on January 24, 2017, the Greenport Fire District determined there was adequate fire protection for the site; and WHEREAS, on January 31, 2017, the Suffolk County Water Authority (SCWA) provided a letter of water availability for the proposed project that expires January 25, 2020; and WHEREAS, all input from the Public Hearing and recommendations from agencies listed above were considered and incorporated into the plans to the satisfaction of the Planning Board; and Matchbook Distillery Page 3 April 11, 2017 WHEREAS, on February 6, 2017, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on March 17, 2017, the Suffolk County Department of Health Services (SCDHS) granted approval C10-16-0010 for "brewery/processing only" @ 4002.4gpd Total Flow 1452.4gpd Sanitary Flow + 2550gpd Process Water Flow; and WHEREAS, on March 27, 2017, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; and WHEREAS, on March 29, 2017, the Southold Town Chief Building Inspector reviewed and certified the proposed distillery as a permitted use in the Light Industrial Zoning District; therefore be it RESOLVED, that the Southold Town Planning Board hereby grants approval, with conditions, for the Site Plan entitled "Matchbook Distilling Company LLC', prepared by Robert J. Gruber R.A., dated June 20, 2016 and last revised March 6, 2017, and authorizes the Chairman to endorse the Site Plan including the following eleven pages: 1 of 11: Cover Sheet, Notes, Egress Diagrams & Calculations 2 of 11: Site Location Plan 3 of 11: Site Plan, Calculations & Details 4 of 11: Photometric Site Plan, Calculations & Details 5 of 11: First Floor Demolition / Construction Plan —Vinegar Building & Main Building Part B 6 of 11: First Floor Demolition / Construction Plan — Main Building Part A 7 of 11: Second Floor Demolition / Construction Plan — Main Building 8 of 11: Reflected Ceiling Plan —Vinegar Building, Main Building Part B 9 of 11: First Floor Reflected Ceiling plan — Main Building Part A 10 of 11: Second Floor Reflected Ceiling Plan — Main Building Part A 11 of 11: Door Schedule, Window Schedule, Wall Types & Plumbing Risers Conditions: 1. No retail sales are permitted on site; and 2. No access by the public to the site or buildings is permitted; and 3. All truck traffic shall be directed down Ninth (9) Street to avoid interaction with the Greenport High School access points and crosswalk, and residences along Eighth Street. Matchbook Distillery Page 4 April 11, 2017 Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code require Planning Board approval and must conform to §172 Lighting of the Town Code. 2. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 3. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: , Applicant/Agent Signature: Date: Town Hall Annex Telephone(631)765-1802 54375 Main Road �� m Fax(631)765-9502 P.O.Box 1179 ro � u i )Y .. I T 4 ��. 1� 1, �� Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD � �VGSG�yIIOW Towlp�"""� MEMORANDUM TO: Donald Wilcenski, Planning Board Chairman FROM: Michael J. Verity, Chief Building Inspector DATE: March 27, 2017 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Matchbook Distillery Location: 230 Corwin Street, Greenport SCTM# 1000— Section 48-Block 02—Lot 44 31 Date: June 20, 2016 Revised Date: March 06, 2017 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 3. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 4. THE PROPOSED USE Distillery IS A PERMITTED USE IN THIS LI DISTRICT AND IS SO CERTIFIED. M'ieliael J. V ;..y ....._ Chief Building Inspector SOUIN'L d Planning Department Sta.. _ .e' port Site Plan Application Work Session — Revised Site Plan / Status Update Date March 27, 2017 Prepared By: Brian Cummings I. Application Information Project Title: Matchbook Distillery Applicant: Duke & Cane LLC Date of Submission: September 23, 2016 Tax Map Number: 48.-2-44.3 Project Location: 230 Corwin Street Hamlet: Greenport Zoning District: Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±1.5 acres Building Size Existing ±32,038 square feet This amended site plan application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038 square feet. ±12,902 sq. ft. to remain as storage, ±18,979 sq. ft. distillery and ±2,257sq. ft. vinegar production with thirty-three (33) parking stalls on 1.5acres in the Light Industrial zoning district, Greenport. III: Analysis With reference to the Planning Board letter dated January 27, 2017- 1. 017:1. The Planning Board agreed to waive the parking requirement pursuant to Town Code §280-133(C); specifically, because this site plan has been reviewed and designed to be for owner use only, with a small number of employees and not open to the public. This will be included as a condition to site plan determination and memorialized in a resolution at a duly noticed public meeting; 2. Obtain approval from the Suffolk County Department of Health Services (SCDHS) and provide one (1) print of the approved plan including the allowable flow for the site with the seal, stamp and signature of the SCDHS; Submitted: yes, "brewery / processing only" approved 3/17/17 @ 4002.4gpd Total Flow— 1452.4gpd Sanitary Flow + 2550gpd Process Water Flow; I 3. Provide at least five (5) prints of a revised Site Plan to include the seal, stamp and signature of the NYS licensed professional preparing the plan, with the following: a. Provide the following two (2) conditions on the site plan: i. All truck traffic shall be directed down Ninth (9t") Street in order to avoid interaction with the Greenport High School access points and cross- walk, and residences along Eighth Street; ii. This site has been reviewed and designed to be for owner use only, with a small number of employees and not open to the public. Submitted: yes, on page 3 of 11, "Site Plan, Calculations, Notes & Details"; b. Eliminate the existing asphalt access within the eastern most landscape island fronting Corwin Street and return to landscaping (plantings detailed below; this will make the site consistent with what is shown on the site plan) and provide a curb or low wooden rail fence along the interior border of this island to prevent parking or access; c. Within the two landscape islands shown on the plan, the Board required the increase of native, drought-tolerant plants with mix of (>_2; 40' on center) deciduous trees and evergreen plantings along each of the grassy islands to create screening and shade. The purpose of the landscaping is to enhance the appearance of the use on the lot but not to screen the use from view. The installation of street trees and plantings will require coordination with the Southold Town Highway Department; i. Please also consider the installation of a bike rack and/or benches for employees in the middle landscaped island; Submitted: yes, ten (10) street trees proposed within a continuous landscape island along Corwin Street with 4' tall fence on interior. Bike rack and bench area provided on northeast side of main production building; 4. Provide a revised photometric plan including the following items in order to be compliant with §172: a. Provide foot candle (fc) measurements at less than or equal to 0.05fc along the south property line adjacent to the LIRR/MTA; b. Provide on-site foot candle (fc) measurements at less than or equal to 5.Ofc. The plan shows measurements that exceed the Code maximum of 5.Ofc in multiple locations; furthermore, staff strongly encourages the use of lighting 2 only as necessary, with foot candle values much lower than 5 fc to avoid unnecessary sky-glow; In the effort to reduce unnecessary sky-glow, though not required, LED exterior light fixtures are recommended at a color temperature of 2700K or less while effectively maintaining their intent; Submitted: yes, fifteen (15) light fixtures proposed at 2700K and meet all lighting requirements 5. In the effort to decrease energy consumption and utilize renewable natural energy the Board wanted the applicant to consider the implementation of solar technology on any or all of the existing buildings, where feasible. V: Staff Recommendations 1. It is recommended that all site plan requirements listed in §280-133 of the Town Code have been met and that the above referenced site plan application be scheduled for determination by the Planning Board at the April 10, 2017 public meeting with the following two (2) conditions: i. This site is designed and approved for owner use only and not open to the public; ii. All truck traffic shall be directed down Ninth (9) Street in order to avoid interaction with the Greenport High School access points and crosswalk, and residences along Eighth Street. 3 Letter of Transmittal (14� ROBERT J. GRUBER ARCHITECT P.C. 476 EXPRESSWAY DRIVE SOUTH NA'I` 2 MEDFORD, NY 11763 ,�ti� Idll � I^iu�i i E3 PHONE: 631-654-4949 FAX: 631-654-2101 .... """` `'`hsd rjgruberra@aol.com To �� � '...m..__��... ._Date: Attention: ... � t Reo � We are sending you: Copies Date Description .- Remarks COUNTY OF SUFFOLK STEVENBELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTHVICES JAMES L. TOMARKEN, MD, MPH, MBA, MSVV Commissioner PERMIT CONDITIONS Health Services .Reference. Cl 0 —/ 6— J Pro'ect Name --_--- � , _.. The attached plan, when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply and/or a sewage disposal or collection system for the property as depicted. The applicant should take note of any conditions of approval, which may be indicated on the plan or enclosed herein. Construction must conform with applicable standards including "Standards for Approval of Flans and Construction for Sewage Disposal Systems for Other than Single Family Residences." Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The pen-nit (plan) expires three (3) years after the approval date. Any modification which may affect the proposed sewage disposal or water sapply systems requires submission of a revised plan and additimal fees (if applicable) for reapproval prior to construction. No inspections will be performed by the department on expired permits. Permits may be renewed, extended, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or° Transfer an Existing Permit for Other than Single Family Residences ( or - ). It is the applicant's responsibility to call the department in advance to arrange inspections of the sewage disposal and/or water supply facilities prior to backfilling. These include inspections of the sewage collection and disposal systems, water supply system components and piping, and final grading as shown on the approved plans. In certain cases, inspections of the soil excavation may be required to detennine the acceptability of the soils for sewage disposal systems. The department must be notified at least 48 hours in adv'ance to schedule n inspection y call' 552-5754; an excavation inspections us also e confirmed e calling 852-5700 prior to 9.30 a.m., the morning of the inspection, Article VII of the Suffolk County Code, "Septic Industry Businesses," requires that all installers of septic systems within Suffolk County shall possess a valid license from the Suffolk County Office of Consumer Affairs. This office can refuse to perforin inspections or grant final approval for the construction of projects that are installed by an unlicensed individual. It is, therefore, in your best interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project, Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings, or for the use of sewage disposal or water supply systems. SEEPAGE 2 WWM-016 (Rev. 10/02/06) Page 1 of'2 ... .... H ..... D lt.eE No ��( / � � ��� ._.... PY"G),)ect Name � '� ��� �'r: �� d �. ., ( .,n_ CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT As a condition of this permit to construct, the following items must be completed as a z iniinwn, prior to building occupancy and use of the sewage disposal system or water supply facilities, For further information concerning this, refer to Instructions For Obtaining Final Healthe aart ent Approval Constructed Projects For Other Than Single Family Residences (FormWWM-19). Excavation Inspection by the Office of Wastewater Management prior to installation of any leaching pools to determinea. coeptability of soils, (Call 852-5754 to schedule an inspection and confirm by calling 852-5700 prior to 9;30 a.m., the morning of the inspection.) Satisfactory inspection by Office of Wastewater Management of the sewage disposal system / sewage treatment system, (Call 852-5754 to schedule an inspection.) s �✓�"�'� Satisfactory inspection of the water supply system by: Office of Wastewater Management (Call 852-5754 to schedule an. inspection.) El Office of Water Resources, Water Quality Unit (Call 852-5810 for inspection.) Satisfactory inspection by the Office of Pollution Control (Call 854-2502 for inspection.) Storage tanks 0 Other: Application for a Food Pe it to the Food Control Unit (Call 852-5873 for instructions.) Four (4) prints of an As-Built plan El "Tar letter" from water district [:J Certification from the licensed sewage disposal system installer "S-9'fb " from Suffolk County Department of Public Works (SCD ) Sewer district approval of sewer line installation (for other than SCDPW districts) Well drillers certificate Water analysis Certification of Sewage Disposal System Abandonment (form WWM-080) Design Professionals Certification of Constructed Works (fo -073, enclosed) for: Sewer lines and sewage collection system Retaining walls (approved as part of the sewage disposal system) Sewage pump station/valve chamber Sub-surface sewage disposal system El Sewage treahnent plant Ater supply system A doi ent of Preexisting sewage disposal system and/or water supply Other: Other: WWM-016 (Rev, 10/02/06) Page 2 of 2 err MAILING ADDRESS: QF SU � PLANNING BOARD MEMBERS 179 Southold,P.O. Box x 11 11971 DONALD J.WILCENSKI Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY � 54375 State Route 25 JAMES H.RICH III ' (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR Southold, NY OUNTY, Telephone: 631 765-1938 www.southoldtow-xmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM .5 [1VV To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Plannerp OF�"TOWN ` t��°�"�H��O Date: March 21, 2017 ll��// Re: Request for Use Certification Proposed Site Plan for Matchbook Distillery 230 Corwin St., s/e corner of 9th St. & Corwin St., Greenport SCTM#1000-48-2-44.3 The Planning Board has found this Site Plan Application suitable for determination pursuant to §280-131 F (1) and refers the application to you for final review and certification. This Amended Site Plan Application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038 sq. ft. ±12,902 sq. ft. to remain as storage, ±18,979 sq. ft. distillery and ±2,257 sq. ft. vinegar production with thirty-three (33) parking stalls on 1.5 acres in the Light Industrial Zoning District, Greenport. Your certification is requested by Aril 4, 2017. Thank you for your cooperation. Encls: Site Plan Application Site Plan Daher of Transmittal tal �l=:,-","� ;",:�:1_1�,,�-_;,��,,�,-��",,=�-"",�l".�=��,--,'.........X=14' S(SV ROBERT J. GRUB ER ARCHITECT IP.Co 496 EXPRESSWAY DRIVE SOUTH MEDFORD, IY 111763 n ��PHONE.- 631-654-4949 IFA .- 631-654-21®]l1.25 ('AM�,��o Nannhq Surd ToBate: (� °� ®b #T� .. — 21 Aft Re �w: : �e � ' � 9 We are seeding you: Copies Date Description .71 Remarks: MAILING ADDRESS: I )f NG S ; P.O. Box 1179 PLANNDONALD J.WILCENSKI a Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREERS Town Hall Annex PIERCE FFERTY54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR , ,� f� Southold, NY Telephone: 631 765-1938 www.southol dtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 7, 2017 Robert J. Gruber, Architect 476 Expressway Drive Medford, NY 11763 Re: SEQR Determination: Proposed Site Plan for Matchbook Distillery 230 Corwin St., s/e corner of 9th St. & Corwin St., Greenport SCTM#1000-48.-2-44.3 Zoning District: Light Industrial (LI) Dear Mr. Gruber: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, February 6, 2017: WHEREAS, this amended Site plan application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038 sq. ft., ±12,902 sq. ft. to remain as storage, ±18,979 sq. ft. distillery and ±2,257 sq. ft. vinegar production with thirty-three (33) parking stalls on 1.5 acres in the Light Industrial Zoning District, Greenport.; and WHEREAS, the Planning Board performed a coordinated review of this Unlisted Action pursuant to 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality Review Act (SEQRA); be it therefore RESOLVED, that the Southold Town Planning Board hereby declares Lead Agency status for the SEQRA review of this Unlisted Action; and be it further RESOLVED, that the Southold Town Planning Board, as Lead Agency, pursuant to SEQRA, hereby makes a determination of non-significance for the proposed action and grants a Negative Declaration. Matchbook Distillery Page 2 February 7, 2017 Enclosed is a copy of the Negative Declaration for your records. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, < 1C L) Donald J. Wilcenski Chairman Encls. Ya II ESS: PLANNING BOARD MEMBERS ' Silo,, "rte P.O. Box 1179 DONALD J.WILCENSKI �r e R Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDORx ,� �d Southold, NY Telephone: 631 765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significance February 6, 2017 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as Lead Agency, has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: Matchbook Distillery SCTM#: 1000-48-2-44.3 Location: 230 Corwin Street, Greenport, New York SEAR Status: Type I ( ) Unlisted (X) Conditioned Negative Declaration: Yes ( ) No (X) Description of Action: This Amended Site Plan application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038 sq. ft., ±12,902 sq. ft. to remain as storage, ±18,979 sq. ft. distillery and ±2,257 sq. ft. vinegar production with thirty- three (33) parking stalls on 1.5acres in the Light Industrial Zoning District, Greenport. Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed and it was determined that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. 1. Impact on Land The action includes the renovation of a. Targe building complex zoned Light Industrial (LI). Zoning districts located within the vicinity of the parcel include Residential (R-40) to the north, south and east and Harnlet Density (HD) to the west of the parcel. The use as described is not expected to conflict with the zoning district or the existing uses surrounding the parcel. No slopes occur on site. The action is located outside of the Coastal Erosion Hazard Area. No significant impacts to land will occur. 2. Impact on Geological Features No significant impacts to Geologic Features are expected. 3. Impacts on Surface Water The Peconic Bay is located to the south of the parcel. Groundwater flows towards the Peconic Bay from the parcel location. No freshwater wetlands are located on or near the parcel. Storm water will be controlled on-site pursuant to Chapter 236 Storm Water Management. Existing drywells to capture storm water and dispose of it underground are proposed to be used. Significant adverse impacts to surface waters are not expected. 4. Impacts on Ground Water In 1978, the Long Island Regional Planning Board published the Long Island Comprehensive Waste Treatment Management Plan (208 Study). The 208 Study identified eight (8) Hydrogeologic Zones in Nassau and Suffolk Counties. These zones were distinguished based upon differences in underlying ground water flow patterns and water quality. The subject site is located within SCD'HS Ground Water Management Zone IV, which, according to Article. VI of the Suffolk County Sanitary Code, has an allowable flow of 600 gallons per day (gpd) per acre in areas served by public water. Page 2 of 6 Public water to the site will be supplied by the Suffolk County Water Authority supply system. A Letter of Water Availability was issued on January 25, 2017 for the action. Sanitary waste water is proposed to be disposed of by the Greenport Sewer District. Article VI calculations for the use are as follows: Sanitary flow is based on Suffolk County Department of Health standards is .04 gal/sf/day. Total buildings on the site equal 36,310 sq. ft. X .04 = 1,452.4 gal/day sanitary. 1.4 acres x 600 gpd = 840 gpd allowable flow Total allowable flow equals 840 gpd and the total anticipated flow equals 1,452.4 gpd sanitary, therefore, the proposeduse does not meet Article VI requirements, however on September 13, 2016, the Village of Greenport indicated that the property is currently hoofed up to the Greenport Sewer System and there is sufficient capacity to handle the projected sanitary and process water from the use. Waste water disposal will include discharge of 2,550 to 5,500 gpd of process water (applicant agent email) per day to the Greenport Sewer System. This type of water is considered gray water and not committed to calculated density. Based on the above, impacts from sanitary wastewater and the process water will be low due to treatment via the Greenport Sewer System. 5. Impact on Flooding The proposed action is located within an unmapped FEMA Flood Zone. Threat from flooding is, therefore, none to low. 6. Impact on Air No significant impacts to air quality would occur as a result of the action. 7. Impact on Plants and Animals The parcel is improved with parking areas and buildings. Due to the level of development, the potential occurrence of rare or threatened plants or animals on site is low. Therefore, no significant removal or destruction of large quantities of vegetation will occur. Correspondingly, no substantial interference with the movement of any resident or migratory fish or wildlife species nor impacts on a significant habitat area will occur. Page 3 of 6 8. Impact on Agricultural Resources The site is not located within an Agricultural District. Site soils have been previously disturbed through clearing and development and therefore, the proposed action will not result in impacts to agricultural resources (soils). 9. Impact on Aesthetic Resources The action includes the renovation of existing buildings on-site, creation of parking and installation of landscaping. The parcel is located south of Corwin Street which runs to the north of the property. The surrounding uses are residential. To mitigate impacts to the neighborhood character of the area, the Planning Board is requiring landscaping including the installation of street trees to buffer the mass and intensity of the large buildings that currently occupy the site. Based upon the above and existing conditions, the proposed action will not result in a significant impact to aesthetic resources important to the community or to existing community or neighborhood character or result in a material conflict with the community's current plans or goals as officially approved. 10. Impact on Historic and Archeological Resources The New York Department of State GIS - Public Access Map was referenced for occurrence of archeo-sensitive areas on site. The area is not identified as an archeo- sensitive. Therefore, no impacts are expected to occur to archeological resources on the parcel. The action would not result in adverse impacts to cultural/historic resources. Similarly, the proposed action will not impair the character or quality of important, historic, architectural resources. 11. Impact on Open Space and Recreation Impacts to open space and recreation are not expected to occur as a result of this action. 12. Impact on Critical Environmental Areas The action is not located within a Critical Environmental Area. 13. Impact on Transportation There is a concern that the truck traffic generated by the use will increase on area roadways and impact the quality of life and safety of the surrounding residential Page 4 of 6 community. In a January 19, 2017 email to this department, the applicant indicated that a total of 6 trucks per week would access the site (excluding deliveries and postal services). Trucks will be routed down 9t" Street to minimize interaction with residential parcels and narrower streets. This frequency is a negligible impact to the area transportation systems, and therefore, disruptions to the quality of life and to the surrounding community are not expected. A retail (e.g. tastings) use is not proposed on this site and therefore trip generation/transportation from such a use was not assessed. Based on the above, no significant moderate to large impacts to transportation will occur as a result of the action. 14. Impact on Energy The projected electric is 446-940 kW/day (production days are approx. 226 days per annum),, The ma irnum estimated annual amount of energy use per year is 212,440 kWh (demand over time). The amount of energy is necessary in the production of the spirits. Interior and exterior lighting will be connected to electric service. The incorporation of solar energy to offset energy consumption on site was recommended to the applicant. No significant impacts from the energy use are expected to occur as a result of the action. 15. Impact from Light, Noise and Odors Exterior lighting will comply with Dark Sky Regulations pursuant to Chapter 172 of the Southold Town Code. Noise will comply with Chapter 180 Prevention of Noise. No odors are expected capable of impacting neighboring properties and affecting community character. Impacts from noise, odor and light are expected to be none to low as a result of the action. 16. Impact on Human Health Sanitary wastewater and process water will be disposed to the Village of Greenport Sewer System and comply with SCDH regulations. No known creation of a hazard to human health is expected to occur as a result of the proposed action. Page 5 of 6 17. Consistency with Community Plans The property is zoned LI and site will be revitalized through the renovation of the existing building complex establishment of parking areas and landscaping. The action is not inconsistent with community plans. 18. Consistency with Community Character Although impacts from increased traffic would result, a significant increase in vehicle trips, a reduction in the level of service to intersections is not expected. Vehicle use on site will be limited to employees and delivery trucks (6) entering and exiting the site on a weekly basis. Noise from the action is expected to increase over ambient levels for the short term during excavation of the site and re-novation of the buildings. Significant noise from operations is not expected. The Town of Southold Architectural Review Board reviewed the action on January 5, 2017 and recommended minor landscape and streetscape elements to protect the character of the community. The character of the community is not expected to be impacted significantly as a result of the action. Based upon the above, no significant, adverse impacts to the environment are expected to occur should the project be implemented as planned. For Further Information: Contact Person: Mark Terry, Assistant Director of Planning Address: Southold Town Planning Board, P.O. Box 1179, Southold, NY 11971 Telephone: 631-765-1938 cc: Village of Greenport Southold Town Clerk for Town Board Southold Town Building Department Page 6 of 6 Project; MatchbookmDistll[M Late: 2/6/17 Full Environmental Assessment Form Part 3 -Evaluation of the Magnitude and Importance of Project Impacts and Determination of Significance Part 3 provides the reasons in support of the determination of significance. The lead agency must complete Part 3 for every question in Part 2 where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may,result in a significant adverse environmental impact. Based on the analysis in Part 3,the lead agency must decide whether to require an environmental impact statement to further assess the proposed action or whether available information is sufficient for the lead agency to conclude that the proposed action will not have a significant adverse environmental impact. By completing the certification on the next page,the lead agency can complete its determination of significance. Reasons Supporting This Determination: To complete this section: • Identify the impact based on the Part 2 responses and describe its magnitude. Magnitude considers factors such as severity, size or extent of an impact. • Assess the importance of the impact. Importance relates to the geographic scope,duration,probability of the impact occurring,number of people affected by the impact and any additional environmental consequences if the impact were to occur. • The assessment should take into consideration any design element or project changes. • Repeat this process for each Part 2 question where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may,result in a significant adverse environmental impact. • Provide the reason(s)why the impact may,or will not,result in a significant adverse environmental impact • For Conditional Negative Declarations identify the specific condition(s)imposed that will modify the proposed action so that no significant adverse environmental impacts will result. • Attach additional sheets,as needed. See Attached State Environmental Quality Review Negative Declaration Notice of Determination Non-Significance February 6,2017, Determination of Significance - Type 1 and Unlisted Actions SEQR Status: ❑ Type 1 ❑✓ Unlisted Identify portions of EAF completed for this Project: ❑✓ Part 1 ✓❑Part 2 0 Part 3 ___.......... ------- .............._,_........... .................................. Upon review of the information recorded on this EAF,as noted, plus this additional support information 'Ct H ............. W ........... --------...... .............. .................... ............................ ------- ...................1.111,.......... ............................ ................... and considering both the magnitude and importance of each identified potential impact, it is the conclusion of the Southold Pla in Board ............ ...... as lead agency that: .. .!M-g A. This project will result in no significant adverse impacts on the environment,and,therefore,an environmental impact statement need not be prepared. Accordingly,this negative declaration is issued. F-1 B. Although this project could have a significant adverse impact on the environment,that impact will be avoided or substantially mitigated because of the following conditions which will be required by the lead agency: .. ........ There will,therefore,be no significant adverse impacts from the project as conditioned,and,therefore,this conditioned negative declaration is issued. A conditioned negative declaration may be used only for UNLISTED actions(see 6 NYCRR 617.d). F-1 C. This Project may result in one or more significant adverse impacts on the environment,and an environmental impact statement must be prepared to further assess the impact(s)and possible mitigation and to explore alternatives to avoid or reduce those impacts. Accordingly,this positive declaration is issued. i Name of Action: Matchbook Distillery Name of Lead Agency: Southold Planning Board Name of Responsible Officer in Lead Agency: Donald Wilcenski ... ......... Title of Responsible Officer: Chair - -- -------- ------------- Signature of Responsible Officer in Lead Agency: Date: Signature of Prep (if different from Responsible Officer) Date: 1 0 For Further Information: Contact Person: Mark Terry,Assistant Director of Planning Address: 54375 State Route 25,P.O. Box 1179,Southold, NY 11971 Telephone Number:631-765-1938 E-mail: Mark.Terry@town.southold.ny.us For Type I Actions and Conditioned Negative Declarations,a copy of this Notice is sent to: Chief Executive Officer of the political subdivision in which the action will be principally located(e.g.,Town City Village of) Other involved agencies(if any) Applicant(if any) Environmental Notice Bulletin: http://,vvww.dec.ny.gov/enb/enb.htini .. .............. PRINT FULL FORM Page 2 of 2 E. C11 w '�r,1 7 '14w to, 1t At T1,101 Southold cfl »—119� e ,y Szabo airfinistr fiv Office, �60 S re May, a�� aW , � e a m k 11-16,14-0901 6:.Nof Ekecutive Officer (631)563.,0353 Fax,, (631)56 3-0,370 February 3, 2017 Brian Cummings, Planner Town of Southold Planning Board Office P.O. Box 1179 Southold,NY 11971 RE: Site Plan- Matchbook Distillery SCTM# 1000-048.00-02.00-044.003 Dear Mr. Cummings: The Suffolk County Water Authority (SCWA) appreciates the opportunity to comment on the Site Plan for the captioned project. In SCWA's review of this project as submitted, our agency found no appreciable impacts on groundwater quality that would affect our operations. However, Pressure Zone 30 is already being stressed during peak summer demand with lasting effects upon water quantity. The cumulative affect of multiple applications for wineries, breweries and other moderate water users raises further concerns to meeting future water demands. Should you have any questions or wish to discuss this project further, I may be reached at 631-563-0353. Very truly yours, / ` ,;W-,7 (�// a14 Jeffrey W. Szabo JWS:kk cc: James Gaughran, Chairman, SCWA Joseph Pokorny, Deputy CEO Operations, SCWA Michaelis, Jessica From: Cummings, Brian A. 421` Sent: Tuesday,January 31, 2017 3:59 PM �° To: Michaelis, Jessica Subject: FW: Matchbook DistilleryC1� 'xi�flk��l9gsl9 h4���9tl For mail please I"Y 1(rli[Ea Ek)aid From: Bob Gruber [mailto:rjgruberra@aol.com] Sent: Tuesday, January 31, 2017 3:49 PM To: Cummings, Brian A. Subject: Fwd: Matchbook Distillery Brian, Our projected electric is 445-940 KW/day (production days are approx. 226 days per annum). Estimated water will average 2550 gal. per day. The peak demand will be 5500 gal per day on production days. This demand could occur on any weekday (Monday-Friday) through the year. Bob R J. Gruber Architect PC 476 Expressway Dr So Medford, N.Y. 11763 631 6544949 1 OLK C® �J t„`4 �4ik��r�r�l Iti Derr .t �tt: t401 ,.GiEii�nirslrr��i�� 4060 Sunrise Highway, Oakdale, New York 11769-0901 January 25,2017 Robert J. Gruber RJ Gruber Architect PC 476 Expressway Drive S Medford NY 11763 Re: Water Availability—230 Corwin St, Greenport SCTM# 1000-48-2-44.3 BP#200039679 Dear Mr. Gruber: We have received your request for information regarding availability of public water service to the above referenced property. There is existing water main,three-quarter(3/4) inch domestic service and a four(4) inch fire line available to the above captioned property from Corwin Street which if not utilized,would have to be retired at your client's expense. However, if the scope of the project changes with respect to usage and main improvements are required your client would be responsible for paying costs of improvements. Connection fees,which include any applicable water main surcharges, or directional bore fees, will be required for service line installations, as well as service line and RPZ applications and inspections. An RPZ device is required on commercial properties. If you have any further questions or would like to proceed with application for service, please contact at our New Construction Department at(631)218-1148. Lisa Cetta Manager LC:lap This letter of availability expires on January 25, 2020 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, January 23, 2017 - 2:30 p.m. Southold Town Annex Board Room 2ND Floor, Capital One Bank Building 2:30 p.m. Applications . _1111 Project Name j Matchbook Distillery ( SCTM#: 1600-48-2-44.3 Location: j 230 Corwin St, Greenport Description: This amended Site Plan Application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038 sq. ft. ±12,902 sq. ft. to remain as storage, ±18,979 sq. ft. distillery and ±2,257sq. ft. vinegar production with thirty-three (33) parking stalls on 1.5 acres in the Light Industrial Zoning District, { Greenport. Status: ; Pending _ m,1111. 1111.. _ Action: Referral Review Attachments: ; Staff Report Project Name 13400 Main Road Corp. SCTM#: ( 1000-114-11-9 6 Location: 13400 NYS Route 25, ±10' s/w/o Wickham Avenue & NYS Rt. 25, Mattituck Description: This proposed Site Plan, in conjunction with a pending Lot Line Modification, is for the addition of±9,258 sq. ft. of land for ±23 parking stalls on 1.05 acres in the Hamlet Business Zoning District. Status: Pending Action: Referral Review Attachments: Staff Report i i Project Name: Sannino Winery & Tasting Room SCTM#: 11000-101-1-14.4 j _ 111,1 1111 _. _ _ .._ _ _ _. Location: 17495 Alvahs Lane, ±490' s/w/o Alvahs Lane and CR 48, Cutchogue 11..11..... Description: t This Site Plan is for the proposed construction of a 5,672 gross sq. ft. winery (wine production, retail area, wine education room and 2800 sq. ft. basement) and forty (43) parking stalls on two adjacent parcels (to be merged pursuant to ZBA File 6882) totaling 8.94 acres in the A-C Zoning District, Cutchogue. Status: Pending Action: Referral Review Attachments: Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review Date January 23, 2017 Prepared By: Brian Cummings I. Application Information Project Title: Matchbook Distillery Applicant: Duke & Cane LLC Date of Submission: September 23, 2016 Tax Map Number: 48.-2-44.3 Project Location: 230 Corwin Street Hamlet: Greenport Zoning District: Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±1.5 acres Building Size Existing ±32,038 square feet This amended site plan application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038 square feet. ±12,902 sq. ft. to remain as storage, ±18,979 sq. ft. distillery and ±2,257sq. ft. vinegar production with thirty-three (33) parking stalls on 1.5acres in the Light Industrial zoning district, Greenport. III: Analysis 1. Proposed: a. All buildings detailed in the eight (8) page site plan packet: 2. SEAR: classified unlisted 12/5/16 — action proposes less than 4,000sf of proposed construction but does not meet all local land use controls (bulk schedule landscape coverage for LI) 3. Code requirements / Bulk Schedule (LI): a. Lot Coverage: i. Maximum: 30% ii. Existing: 47.7% iii. Proposed: no change b. Landscaped Area: i. Minimum: 25% ii. Existing: 23.1% iii. Proposed: no change c. Parking: Vinegar production; 1 per 500sf; 2257 / 500 = 4.5 or 5 Distillery; 1 per 500sf; 18,979sf/ 500 = 37.9 or 38 Storage; 1 per 1000sf; 419 / 1000 = 0.4 or 1 Storage; 1 per 1000sf; 5297 / 1000 = 5.2 or 6 Storage; 1 per 1000sf; 4272 / 1000 = 4.2 or 5 Storage; 1 per 1000sf; 5086 / 1000 = 5.1 or 6 TOTALS Required = 61; Provided = 33 proposed including 1 ADA and two loading berths Staff: previously approved site plan included 23 parking stalls. The production calculation used for light industrial uses is a general calculation for the zone (an intense parking calculation in addition to a lot of storage area); the plan provides a notation that there are a maximum number of five (5) employees on site and this can be maintained through a site plan condition; 4. Referrals: Office of the Town Engineer 1. The existing drainage for this site was previously reviewed and approved by the Planning Board under a previous application related to the existing warehouse facility. Upon review of the existing drainage, the existing drainage found at this site meets the requirements of Chapter 236 for stormwater runoff. 2. The site plan indicated a tree to remain in the north westerly corner of the site. This tree has been removed and a gravel surface appears to have been placed where vehicles are parking. See the enclosed pictures. 3. The site plan indicated a Fire Hydrant and Grass Shoulder area located at the north easterly side of the site along Corwin Street. (See the enclosed pictures) This grass area has become a protracted parking area where cars are parked on the grass and surround the Fire Hydrant. The Planning Board should prohibit parking around the Fire Hydrant. Raised Concrete Curbing should be required to prevent this encroachment from occurring in the 2 future. Fire Marshall No comments or concerns regarding the proposed project; Greenport Fire District No comments or concerns regarding the proposed project, there is adequate fire access to the subject site; Local Waterfront Revitalization Program (LWRP) The proposed action is Exempt with the LWRP pursuant to: 268-3. MINOR ACTIONS B. Replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site (inplace), including upgrading buildings to meet building or fire codes, except for structures in areas designated by the Coastal Erosion Hazard Area (CERA) law where structures may not be replaced, rehabilitated or reconstructed without a permit and shoreline erosion control structures (including, but not limited to, groins, jetties, bulkheads, filled piers) located within Great Peconic Bay, Cutchogue Harbor, Little Peconic Bay, Hog Neck Bay, Noyack Bay, Southold Bay, Shelter Island Sound, Pipes Cove, Orient Harbor, Gardiners Bay, Long Island Sound, Fishers Island Sound and Block Island Sound (excluding all creeks); Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Suffolk County Department of Health Services (SCDHS) Approval from SCDHS is required and has not yet been obtained. The facility is proposed to connect to the Greenport Sewer District which has confirmed capacity to support the facility; Suffolk County Water Authority (SCWA) The applicant has provided water usage details to the SCWA and will receive confirmation; Architectural Review Committee (ARC) The Committee reviewed the application and is making the following recommendations: 3 • The two grassy islands located at the eastern side of the property along Corwin Street to be merged back into one large grassy island; as it is shown on the submitted Site Plan 1 on page 3. • The Committee likes the existing low-profile railing along the middle island located across from 8th Street, and recommends the addition of a similar low- profile railing be installed within the large easterly grassy island. The reason for this recommendation is to curb any vehicle parking on the easterly grassy island. • The installation of a bike rack and a bench for employees in the middle island. • The planting of a mix of deciduous and conifer trees along each of the grassy islands to create screening and shade. 5. Staff Analysis: o Truck Routing There is a concern that the truck traffic generated by the use would impact the quality of life of residents on Eighth Street. In a January 19, 2017 email to this department, the applicant indicated that a total of 6 trucks per week would access the site (excluding deliveries and postal services). Trucks will be routed down 8th Street. Eighth Street is a narrow secondary road (±21'). When we measured the street widths under a different application, 9th street was wider (±24'); The Board should consider requiring trucks to be routed down 9th Street to Corwin Street to access the site due to the following: ➢ The intersection of Eight Street and New York State 25 is located opposite the entrance and exit of Greenport High School. ➢ Eighth Street is a narrow road and vehicles park in the roadway. o Street Trees It is recommend that the board require an increase in native, drought- tolerant plants in landscaping though the planting of street trees along Corwin Street on the existing grass areas. This would break up the mass of the large buildings. The installation of street trees would not be located on the subject property and coordination with the Town Highway Department is required. ➢ If the Board makes a finding that street trees are not feasible in this location, a donation to the tree fund is another option; 4 o Renewable Energy ➢ It is recommended that the board consider requiring the incorporation of solar on the buildings as a renewable energy source to further Town goals; o Exterior lighting: ten (10) LED exterior light fixtures are proposed @ 3000K; ➢ ±9 foot candle values are > 5.Ofc and are required to be revised to provide foot candle values <_ 5.Ofc; ➢ ±5 foot candle values are > 0.05fc along the LIRR and are required to be revised to provide foot candle values <_ 0.05fc Staff: additionally, it is recommended that LED fixtures are provided at 2700K to reduce site glow; V: Staff Recommendations 1. It is recommended that the Planning Board waive the parking requirement as detailed above and pursuant to: §280-133 C: Notwithstanding the foregoing, the Planning Board shall have the discretion to waive (parking requirements) for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features and if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives; 2. Require SCDHS approval to be obtained and a print of the original stamped plan be provided to this department; 3. Consider limiting truck routes to ninth street as detailed above; 4. Consider the recommendations made by Staff, Town Engineer and the ARC regarding street trees and landscaping within the Town ROW; 5. Require the applicant to provide a revised photometric plan for exterior lighting as detailed above, 6. Consider requiring the addition of solar panels on the existing buildings; 5 OFFICE LOCATION: " I� ` " '', MAILING ADDRESS: Town Hall Annex ��� P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) `ik Telephone: 631765-1938 Southold, NY 11971 . uuuirt , �� Fax: 631 765-3136 l r,, J LOCAL WATERFRONT REVITALIZATION PROGRAMpf).)i L� T TOWN OF SOUTHOLD � 591 MEMORANDUM �:uuuiluusnu�mmk'm��war 6fu�s �ar Luuau' �i To: Donald Wilcenski, Chair Town of Southold Planning Board From: Mark Terry, LWRP Coordinator Date: January 20, 2017 Re: Matchbook Distillery SCTM# 1000-48-2-44.3 Zoning District—LI This amended site plan application is for proposed interior renovations to existing buildings (no footprint expansion)for a production distillery, formerly a warehouse facility, consisting of four(4) buildings totaling±32,038 square feet. ±12,902 sq.ft. to remain as storage, ±18,979 sq.:ft. distillery and ±2,257sq. ft.vinegar production with thirty-three (33) parking stalls on 1.5acres in the Light Industrial zoning district,Greenport. 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, the proposed action is Exempt with the LWRP pursuant to: 268-3. MINOR ACTIONS ��...1? � itat o constr or yLic c r o6lity, in krruc��on the some site B. Re la�remeuut, rehabulutatir,�r�u or aecorustruetuu�r� o cr str�u��WwwmITm___ ( ililacg inc�ludinr uta ru din buildinc s to meet buildir .prli e � except for structures in areas designated by the Coastal Erosion Hazard Area(CEHA)law where structures may not be replaced, rehabilitated or reconstructed without a permit and shoreline erosion control structures(including, but not limited to, groins,jetties, bulkheads,filled piers)located within Great Peconic Bay, Cutchogue Harbor, Little Peconic Bay, Hog Neck Bay, Noyack Bay,Southold Bay, Shelter Island Sound, Pipes Cove, Orient Harbor, Gardiners Bay, Long Island Sound, Fishers Island Sound and Block Island Sound(excluding all creeks); Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Brian Cummings, Planner Elizabeth Thompson, Chairperson Town Hall Annex Reynolds duPont,Jr. Town Hall Route 25 Ronald McGreevy ' , PO Box 1179 Nicholas Planamento Southold,NY 11971 Mark Schwartz � Telephone: 631 765 - 1892 ; d � Stephen Geraci P ( ) Patricia Butler ' Fax(631)765-6641 James Garretson a1 southoldtown.northfork.net a '�'� �� � Town of Southold Architectural Review Committee Minutes a����ro ltps:w . 4:00p.m.,January 5, 2017 Town Hall Annex Executive Board Room �� � Members Present: Elizabeth Tho............ mpson,Chairperson;Stephen Geraci; Patricia Butler;Brian Cummings,Town Planner;and Elizabeth Cantrell,Secretary The minutes for the November 17,2016 meetings were approved. Introduction• applicantsAll mform will give a presentation consisting of drawings, exterior materials samples and Atha information required by the Planning Department to the Committee. The Committee will ask questions and make suggestions as part of a general discussion with each applicant. Final recommendations from the ARC will be presented to the Planning Board in the ARC Meeting Minutes, and be made part of the Planning file for that application. The Planning Board will consider these recommendations, together with all comments from other agencies, and provide the applicant with a comprehensive written list of its requested revisions. Amended Plan Application: • MATCHBOOK DISTILLERY SCTM# 1000-48-2-44.3 No representative for the applicant was present at the meeting. Brian Cummings,Town Planner presented the Amended Site Plan for the proposed interior renovations to existing buildings (no footprint expansion) for a production distillery,formerly a warehouse facility, consisting of four (4)buildings totaling±32,038 sq. ft. ±12,902 sq.ft. to remain as storage, ±18,979 sq. ft. distillery and±2,257sq.ft. vinegar production with thirty-three (33) parking stalls on 1.5 acres in the Light Industrial Zoning District,Greenport. The Committee reviewed the application and is making the following recommendations: • The two grassy islands located at the eastern side of the property along Corwin Street to be merged back into one large grassy island;as it is shown on the submitted Site Plan 1 on page 3. • The Committee likes the existing low-profile railing along the middle island located across from 861 Street,and recommends the addition of a similar low-profile railing be installed within the large easterly grassy island. The reason for this recommendation is to curb any vehicle parking on the easterly grassy island. • The installation of a bike rack and a bench for employees in the middle island. 1 .. The planting of a x of deciduous and conifer trees along each of the grassy islands to create screening and shade. Motion made and seconded. All Ayes. l yth Cantrell,A.R.C.Secretary _. ..... ... .. ...... - �. ........ . 2 ® 'S-C� C Michaelis, Jessica PV3,A-ILe From: Cummings, Brian A. ppa Ir u� h � ,._........... .A ..,.... Sent: Thursday, January 19, 2017 4:37 PM 9�9 To: Michaelis, Jessica Cc: Terry, Mark , Subject: FW: Matchbook Distillery - SEQRA N;:o ii4ro Ih3wi d,.� . From: Leslie Merinoff[mailto:leslie.merinoff(abgmail.com] Sent: Thursday, January 19, 2017 2:38 PM To: Cummings, Brian A. Cc: leslie Merinoff; Kimberly Judd; Matthew Spinozzi; Bob Gruber Subject: Re: Matchbook Distillery - SEQRA Good afternoon Brian, Trucks will take 8th St - it is the most direct path to our docking station and has the added benefit of having minimal residents. Our heaviest month would probably include 4 deliveries and 2 pick ups for a total of 6 truck trips excluding USPS/UPS/FedEx deliveries. Thank you, Leslie On Thu, Jan 19, 2017 at 1:08 PM, Bob Gruber<jr gruberra e,aol.com>wrote: Leslie, Can you get this info back to me and/or Brian Cummings. Thank you Bob R J. Gruber Architect PC 476 Expressway Dr So Medford, N.Y. 11763 631 654 4949, -----Original Message----- From: Cummings, Brian A. <brian.cum mings(o)town.southold.ny.us> To: Bob Gruber(rigruberra(a)aol.com) <rigruberra(o-)aol.com> Cc: "uddpolawyer(o)-optonline.net' <luddpolawyer(cD-optonline.net> Sent: Thu, Jan 19, 2017 11:42 am Subject: Matchbook Distillery - SEQRA Good morning Bob, In the effort to provide a comprehensive SEQR review and ideally issue a determination on February 6th for this Unlisted action, can you please provide the projected number of truck trips for the proposed facility and their expected route to access the site? I will confirm with you tomorrow morning, but I am fairly confident that this application will be reviewed at the Planning Board's work session this Monday January 23rd to discuss all comments received from referrals and staff analysis. Part of 1 the analysis will be SEQRA related and therefore address the items above. The information is not imperative for Monday (at your earliest convenience) but would be useful and is necessary to make a determination of impact. Please let me know if you have any questions. Best, Brian Brian A. Cummings, Planner Southold Town Planning Department 53095 Route 25 P.O. Box 1179 Southold, NY 11971 Phone: (631)765-1938 E-mail: brian.cummings(cDtown.southold.ny.us 2 September 13, 2016 .� . ... k.. M Suffolk County Department of Health Services Office of Wastewater Management Mani roti ,jBoard 360 Yaphank Avenue, Suite 2C Yaphank, NY 11980 236 THIRD STREET GREENPORT, NY 11944 Re: Match Book Distillery Robert ]. Gruber Tel (631)477-0248 230 Corwin Street Fax: (631) 477-1877 Greenport, NY 11944 Parcel ID# 1000-48.-2-44.3 MAYOR GEORGE W. HUBBARD, JR. To whom it may concern: EXT. 215 This is to confirm that a sanitary sewer line exists and is accessible to the TRUSTEES above parcel. The collection system and the treatment plant have sufficient JACK MARTILOTTA DEPUTY MAYOR capacity for the subsequent use and loading. MARY BESS PHILLIPS The parcel is not located within the geographical Village of Greenport DOUGLAS W. ROBERTS boundaries. Therefore, Village Code Section 105-40(e), "Sewer hookups outside the Village," would apply. JULIA ROBINS If I can be of any further help in this matter please contact me at (631)477- VILLAGE 0248 ext. 214. ADMINISTRATOR PAUL]. PALLAS, P.E. EXT. 219 Yours truly, CLERK �.....o . SYLVIA PIRILLO, RMC EXT. 206 Derryl Baumer Engineering Aide TREASURER Utility Operations ROBERT BRANDT EXT. 217 cc: Paul J. Pallas, PE, Village Administrator Joseph O'byrne, Utility Biller MAILING ADDRESS: PLANNING BOARDMEMBERS � ✓ P.O. Box 1179 DONALD J.WILCENSKI Southold, NY 11971 � r., Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III a OUN� (cor. Main Rd. &Youngs Ave.) 40 MARTIN H.SIDOR ° Southold, NY Telephone: 631 765-1938 www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 10, 2017 Robert J. Gruber, Architect 476 Expressway Drive Medford, NY 11763 Re: Close Hearing - Proposed Site Plan for Matchbook Distillery 230 Corwin St., s/e corner of 9th St. & Corwin St., Greenport SCTM#1000-48.-244.3 Zoning District: Light Industrial (LI) Dear Mr. Gruber: A Public Hearing was held on Monday, January 9, 2017 regarding the above-referenced Site Plan. The Public Hearing was closed. If you have any questions regarding the above, please contact this office,. Very truly yours, James H. Rich III Vice-Chairman #13092 STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Karen Kine of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 week(s), successfully commencing on the 29th day of December, 2016. ___� �.........._.. _.....Principal Clerk Sworn to before me this ..._m._� day of ..gym _.. _2017• i�/cilli"sir77, /RISTLLINSKI pd4� ,W� I� 7a,may"�� 5qq NOTARY PUBLIC-STATE OF NEW YORK No. 01 VO6105050 Quallflaa In Suffolk County My COflIRil6110fl Implies February 28,2020 h��satll+�' II - IIzafsf alp ILII � a;aII , TWpN9I IfaLx IMp '"aur "a", all" ua�l�a��; YR�11ggd4y p` {� ���gCpy VI"y1�(�p1yD0 To , �? 97r'�AroY W�'A'k 5Po4"M M,:AW�0"("MAD p P JP Kimberly A.Judd Attorney at Law, P.C. Wudis January 5, 2017 Sent via Federal Express Jessica Michaelis, Clerk Typist Southold Town Planning Department 54375 NYS Route 25 Southold,N.Y. 11971 RE: Site Plan Application for Lewis Family Prop. Limited Partnership/ Matchbook Distillery 230 Corwin St., Greenport (Town of Southold) SCTM#: 1000-048.00-02.00-044.003 Dear Ms. Michaelis: Enclosed please find the following regarding the public hearing scheduled on this matter on January 9, 2017: 1. Affidavit of Posting & Mailing; 2. Two (2) return receipts received as of this date; 3. Seven(7) certified receipts; 4. Notice to Adjacent Property Owners; 5. My letter to the neighboring property owners with a copy of the Town's Notice. Please advise if you require any further information. Thank you. c�-y truly yoLIIws, , 1 K:i 4erly A. 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Asscx— oz> i ir 304 F "�dW 4_2_1 ot qq 24&-.1-42 WY 3. 48.-l-43 ct.44 t/V 'NAI+ CZ 4. 48A-44.2 kA,<z,0-f<,Av 04- -try P I I e S. 48.4-47.1 L o V (a C) 1 0 Le k cl u 3 6. 48.-2-5A J7. 48..-2-44.2 A Ave -1 w3 L-A fz-v, NAWAIV I-A, CAV i R45V cl�t CLI co a-e_ '3 23 AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as F 1 by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for at least seven days prior to the date of the public hearing on I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of ever property which abuts and every property which is across on Dtvv " b ; 'L- it, Yo�r Name ( ;rint), a. Si mature ., 0 Address Date t Notary Public 17LI 9 RENEE ,JONES NOTARY N UBU -STATE OF NEw Y ORK I No, 01J06294433 My Coonm° $Stoui Expo es DecemIP W M 2017 PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon Fri. 1/6/17 Re: Proposed Amended Site Plan for Matchbook Distiller SCTM#: 1000-48-2-44.3 Date of Public Hearing: Monday, January 9, 2017, 4:32 p.m. u�l .OA f� Mmm gI r N M M umr m 61 Ln ,n - �� .. a� p" �kfPw rrP 4 �r B++ fi Er �;i U M� Y ll a as 330 I I I ma 12 m „ 12 — Y-xko d+aw,ap 1 ri r ,odr:;da e�oMc I �'-..Vr t``MPldto--.u�' �F� {'.a W"t k,l __._ _ N11 Iuuu lwa,�avdy9 Pd�avu lu.uP�pi M4A��aa ,,. j N IVrwlrlmrl IMaeu.tal tr @r;wlU a or F`.M fl 114uWtlun Idmwa'rr�wl r4 u1;w+^kax'IvtV4' a"� gkgaq, C ui ltdla'I uI�F I,Raa4tl 41a'xkMtrlu;,,4,Ira l l3a;,ullva„w, ___ �. ld�-_ b a�11 JV�V"P'��4G�.. 1. oeom mu"�i l'Mtirtsld FlWrlcllerd 1381hiv'wm � Iplmllvro lP��1 4 rlaronimarl a P4___ .� .,.. � L..N o' "�... M6ANt�IYI m. 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Horn C3 I_flPulO Sgnatuie iiequimV s iV f vn"�Gd dIL imuvm III aw0r8m rtwa9 l'7ndlmn++t' "" C3 $0.47 Ir ra 47 rPfludV d7rl ihN✓g axab�fl rr h ,ropy Yap N 'rdd9 K 9 VAA . &S . y� I° rq � �u. w�. �y'SF I1 d µ ISI IVIVVIVI IVI a IIII� � I � V Notice to Adjacent Property Owners Matchbook Distillery 230 Corwin Street Greenport, NY SCTM#1000-48.-2-44.3 QW#W00k �V,Lo C-11 1. 46.4-31.1 4/.8.-1-42�M�r vd,, e h1 q Zzo,f ru g fir` I+�t � -01-/- I1 �yy 4 1-44.2 48.-1-47.1 � [II(tel V y 4p7b ��`� J�J N94 6u P o° k � 48.-2-44.2 ---� w )Fq4l p ['�) z �Vnok, ry\j [ . N P 1A(Yj - Yw w KAOL, L (lode 401 ( ( Kimberly A.Judd Attorney at Law, P.C. December 29, 2016 To: Neighboring Property Owner RE: Site Plan Application for Lewis Family Prop.Limited Partnership/ Matchbook Distillery 230 Corwin St., Greenport(Town of Southold) SCTM#: 1000-048.00-02.00-044.003 Dear Neighboring Property Owner: I represent Lewis Family Prop. Limited Partnership/Matchbook Distillery for proposed interior renovations to existing buildings for a production distillery. A public hearing is scheduled before the Planning Board on Monday,January 9,2017 at 4:32 p.m. in the Meeting Hall at Southold Town Hall,Main Road in Southold. Enclosed please find a copy of the Notice to Adjacent Property Owners describing the project and how you can review the files. Please feel free to call me if you have any questions. V ry truly yc�ur. .,q ,G.. K inberly A udd Encs. 737 Roanoke Ave., Riverhead, N.Y. 11901, (631)727-3017, (631)727-3018 Fax e-mail:juddpolawvgr&Qptonline.net Southold Town Planning Board Notice to Adjacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for a Site Plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-48-2-44.3; 3. That the property which is the subject of this application is located in the LI Zoning District; 4. This Amended Site Plan application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038 square feet. ±12,902 sq. ft. to remain as storage, ±18,979 sq. ft. distillery and ±2,257sq. ft. vinegar production with thirty-three (33) parking stalls on 1.5acres. The property is located at 230 Corwin St., s/e corner of 9th St. & Corwin St., Greenport; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2nd Fl., Capital One Bank). If you have any questions, you can call the Planning Board Office at (631)765-1938. Information can also be obtained via the internet: 1. Go to the Town of Southold website www.southoldtownny.-gov; 2. Click on Weblink located on bottom left of home page; 3. Click on "Planning Dept." folder; 4. Click on "Applications", then "Site Plans", then "Pending"; 5. Click on the SCTM# (tax map #) of the application (found in #2 above). Or by sending an e-mail message to: Jess icaM(W-southoldtownny.gov; 6. That a Public Hearing regarding the Site Plan will be held on the matter by the Planning Board on Monday, January 9, 2017 at 4:32 p.m. in the Meeting Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: Lewis Family Prop. Limited Partnership/ Matchbook Distillery Date: 12/6/16 a Michaelis, Jessica ��t\1 ►�l From: Cummings, Brian A. Sent: Friday, December 30, 2016 10:38 AM To: Michaelis, Jessica ' Subject: FW: Matchbook Distillery: SCWA ` 11 ;l �. 5oW,hou: a: irre � 11`10o�Wqj Board From: BOB GRUBER [mailto:rjgruberra@aol.com] Sent: Tuesday, December 27, 2016 3:46 AM To: Cummings, Brian A. Subject: Re: Matchbook Distillery: SCWA Brian Domestic water for this project is supplied by Village of Greenport not SCWA Bob Sent from my Whone On Dec 23, 2016, at 9:22 PM, Cummings, Brian A. <brian.cummings@town.southold.nv.us>wrote: Good morning, The SCWA has responded to their referral and noted that the plans for the application referenced above do not include water usage data which is pertinent to SCWA's review of the projects. Please provide that information along with waste connection/flow details. (at this time I would recommend not revising the site plan but just providing the information requested. If other revisions are required to the plan, we would like to do them all together to prevent multiple versions;this would be determined during "referral review" after the public hearing is held and closed and all referral responses are processed.) Any water usage for irrigation is requested to be separated out Please let me know if you have any questions. Happy Holidays, Brian Brian A. Cummings, Planner Southold Town Planning Department 53095 Route 25 P.O. Box 1179 Southold, NY 11971 Phone: (631)765-1938 E-mail: brian.cummings@town.southold.ny.us Michaelis, Jessica From: Cummings, Brian A. w ^w% Sent: ,Thursday, December 22 2016 2:59 PM �" �,� y To: Michaelis,Jessica Subject: FW: Matchbook Distillrey GPT pn,� V�V:�u¢�nurb�k�Foaa°uJ,... ...... From: Fisher, Robert Sent: Thursday, December 22, 2016 2:59 PM To: Cummings, Brian A. Subject: Matchbook Distillrey GPT Brian I have no objections to this site plan as presented. Merry Christmas Bob Robert Fisher Fire Marshall, Town of Southold robert.fisher@town.southold.ny.us (W) 631-765-1802 - (C) 631-786-9180 PRIVILEGED AND CONFIDENTIAL COMMUNICA TION CONFIDENTIALITYNOTICE' This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender which is protected by privilege. If you are not the intended recipient,you are hereby notified that any disclosure, copying, distribution, or the taking of any action in reliance on the contents of this information is strictly prohibited. If you have received this transmission in error,please notify the sender immediately by e-mail and delete the original message. 1 S� T COUNTY OF SUFFOLK a ' Boaa w � Steven Bellone SUFFOLK COUNTY EXECUTIVE Department of Economic Development and Planning Theresa Ward Commissioner Division of Planning and Environment December 19, 2016 Town of Southold 53095 Main Road P.O. Box 1179 Southold, NY 11971 Attn: Brian Cummings Dear Mr. Cummings: Pursuant to Section 2391 &In of the General Municipal Law,the following site plan which has been submitted to the Suffolk County Planning Commission is considered to be a matter for local determination as there appears to be no significant county-wide or inter-community impact(s). A decision of local determination should not be construed as either an approval or disapproval. Site Plan Address File No. Matchbook Distillery SCTM# 1000 48000 0200 044003 N/A Note: Does not constitute acceptance of any zoning action(s) associated therewith before any other local regulatory board. Very truly yours, Sarah Lansdale Director of Planning 1'1(IFCW P I°r i1' APF/cd Chief Planner ° H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,11th FI ■ P.O.BOX 6100■ HAUPPAUGE,NY 11788-0099■ (631)853-5191 SCOTT A. RUSSELL ", ' ,ml JAMES A. RICHTER, R.A. MICHAEL M.SUPERVISOR � �� l ° "` COLLINS, P.E. TOWN HALL — 53095 MAIN ROAD �rnA TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 a, r i Fax. (631)-765—9015 rry pw Mh�lr.;'II A^ II 9 d.d;ull U P I r: II tl.z , 1, �r �_IA , IAy ,PIIre ��jtUryU�/— U l �be OFFICE OF THE ENGINEER TOWN OF SOUTHOLD ' �k r Donald J. Wilcenski Decemb r-45;-26 I°'"� Bon, Chairman - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: Matchbook Distillery Site Plan 230 Corwin Street, Greenport, NY SCTM #: 1000-48-02-44.3 Dear Mr. Wilcenski: As per a request from your office, I have reviewed the Site Plan prepared by the office of Robert J. Gruber, Architect, dated 6/20/16, for the interior renovation of an existing warehouse facility for the purpose of creating a production distillery. Please consider the following: 1. The existing drainage for this site was previously reviewed and approved by the Planning Board under a previous application related to the existing warehouse facility. Upon review of the existing drainage, the existing drainage found at this site meets the requirements of Chapter 236 for stormwater runoff. 2. The site plan indicated a tree to remain in the north westerly corner of the site. This tree has been removed and a gravel surface appears to have been placed where vehicles are parking. See the enclosed pictures. 3. The site plan indicated a Fire Hydrant and Grass Shoulder area located at the north easterly side of the site along Corwin Street. (See the enclosed pictures) This grass area has become a protracted parking area where cars are parked on the grass and surround the Fire Hydrant. The Planning Board should prohibit parking around the Fire Hydrant. Raised Concrete Curbing should be required to prevent this encroachment from occurring in the future. If you have any questions regarding this review, please contact my office. Sif rely, a ewes A. Richter, R.A. cc: Vincent Orlando,Highway Superintendent Michaelis, Jessica From: Cummings, Brian A. Sent: Wednesday, December 14, 2016 3:13 PM To: Michaelis,Jessicai�� Subject: FW: Matchbook Distillery, 230 Corwin St. Greenport # 1000-48.-2-44.3 J't 1, From: Doherty,Peter Sent: Wednesday, December 14, 2016 3:13 PM p����� Nru� d w ! Fau To: Cummings, Brian A. Cc: Duffy, Bill; Hagan, Damon; Silleck, Mary Subject: Matchbook Distillery, 230 Corwin St. Greenport # 1000-48.-2-44.3 As of 12/14/2016 there are no code violations in Municity. i �rrMAILING SS: PLANNING BOARD MEMBERS � QF s 'R P.O. Box 1179 Southold, NY 11971 DONALD J.WILCENSKI Chair OFFICE LOCATION: WILLIAM J.CREMERS _Iac Town Hall Annex 54375 State Route 25 PIERCE RAFFERTY JAMES H.RICH III Cl-UN ' (cor. Main d. Youngs Ave.) MARTIN H.SIDOR C Southold, NY Telephone: 631 765-1938 www.southoldt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Elizabeth Thompson, Chairperson, Architectural Review Committee From: Brian Cummings, Planner Date: December 13, 2016 Re: Request for Review and Comments: Matchbook Distillery Located at 230 Corwin Street, Greenport SCTM#1000-48.-2-44.3 The Planning Board refers this Site Plan Application to your committee for your review and comments. This Amended Site Plan application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038 sq. ft. ±12,902 sq. ft. to remain as storage, -x18,,979 sq. ft, distillery and ±2,257sq. ft. vinegar production with thirty-three (33) parking stalls on 1.5 acres in the Light Industrial Zoning District, Greenport. For your convenience, we have provided directions below to access the entire file online. 1. Go to the Town of Southold website www.southoldtownny.gov; 2. Click on the orange Laserfiche Weblink located on bottom left of the home page; 3. Click on Planning Dept. folder; 4. Click on Applications; 5. Click on Site-Plans; 6. Click on Pending; 7. Click on SCTM#1000- 48.-2-44.3 Thank you for your cooperation. MAILING ADDRESS: SO' PLANNING BOARD MEMBERS / + y �- P.O. Box 1179 Southold, NY 11 1 971 DONALD J.WILCENSKI �. ChairOFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE FFERTY 54375 State Route 25 JAMES H.RICH III ` (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR w� Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Damon Rallis, Plans Examiner Cc: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Planner Date: December 13, 2016 Re: Request for review: Proposed Site Plan for Matchbook Distillery Located at 230 Corwin Street, Greenport SCTM#1000-48.-2-44.3 The Site Plan application referenced above is currently before the Planning Board. Please review the enclosed plans for zoning issues, and provide any comments in writing at your earliest convenience. Please note that these plans may differ from those submitted for the Notice of Disapproval. This Amended Site Plan application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038 sq. ft. ±12,902 sq. ft. to remain as storage, ±18,979 sq. ft. distillery and ±2,257sq. ft. vinegar production with thirty-three (33) parking stalls on 1.5 acres in the Light Industrial Zoning District, Greenport. Thank you for your cooperation. Encls: Site Plan Application Site Plan ���/��,` MAILING ADDRESS: .; P.O. Box 1179 PLANNING BOARD MEMBERS Southold, NY 11971 DONALD J.WILCENSKI . Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III ', (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR Southold, NY Telephone: 631 765-1938 www.southoldtow-nnY.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Robert Fisher, Fire Marshall Peter Doherty, Code Enforcement Officer From: Brian Cummings, Planner Date: December 13, 2016 Re: Matchbook Distillery Located at 230 Corwin Street, Greenport SCTM#1000-48.-2-44.3 The Planning Board refers this Site Plan Application to you for your information, comments, review, and any violations on record, if applicable. This Amended Site Plan application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038 sq. ft. ±12,902 sq. ft. to remain as storage, ±18,979 sq. ft. distillery and ±2,257sq. ft. vinegar production with thirty-three (33) parking stalls on 1.5 acres in the Light Industrial Zoning District, Greenport. Thank you for your cooperation. To View in Laser Fiche: Planning Dept.; Applications; Site Plans; Pending; 1000-48.-2-44.3 rxrMAILING ADDRESS: PLANNING BOARD MEMBERS + tv " P.O. Box 1179 DONALD J.WILCENSKI Southold, 11971 Chair " OFFICE LOCATION: WILLIAM J.CREMERS CA. Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III `' (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR ..z�UUN Southold, NY Telephone: 631 765-1938 www.southol dtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Robert Fisher, Fire Marshall Peter Doherty, Code Enforcement Officer From: Brian Cummings, Planner Date: December 13, 2016 Re: Matchbook Distillery Located at 230 Corwin Street, Greenport SCTM#1000-48.-2-44.3 The Planning Board refers this Site Plan Application to you for your information, comments, review, and any violations on record, if applicable. This Amended Site Plan application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038 sq. ft. ±12,902 sq. ft. to remain as storage, ±18,979 sq. ft. distillery and ±2,257sq. ft. vinegar production with thirty-three (33) parking stalls on 1.5 acres in the Light Industrial Zoning District, Greenport. Thank you for your cooperation. To View in Laser Fiche: Planning Dept.; Applications; Site Plans; Pending; 1000-48.-2-44.3 MAILING ADDRESS: PLANNING BOARD MEMBERS " S0114 ',,„a Southold,O. Box 1179 11971 DONALD J.WILCENSKI � ' Chair OFFICE LOCATION: WILLIAM J.CREMERSTown Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III fo (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDORSouthold, NY Telephone: 631 765-1938 www.southoldtowirmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Richter, Engineering Inspector From: Brian Cummings, Planner Date: December 13, 2016 Re: Site Plan for Matchbook Distillery Application Name: Matchbook Distillery Tax Map Number: 1000-48-2-44.3 Location: 230 Corwin Street, Greenport Type of Application: Sketch Subdivision Map Dated: Preliminary Subdivision Map Dated: Final Subdivision Map Dated: Road Profiles Dated: Grading and Drainage Plans Dated: Other Dated: Site Plan Dated: 06/20/16 Revised Site Plan Dated: Grading and Drainage Plans Dated: Other (AS BUILT) Dated: Project Description: This Amended Site Plan application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038 sq. ft. ±12,902 sq. ft. to remain as storage, ±18,979 sq. ft. distillery and ±2,257sq. ft. vinegar production with thirty-three (33) parking stalls on 1.5 acres in the Light Industrial Zoning District, Greenport. Thank you for your cooperation. " p. MAILING ADDRESS: SooPLANNING BOARD MEMBERS `' P.O. Box 1179 DONALD J.WILCENSHI Southold, NY 11971 Chair OFFICE LOCATION: WILL J.CEES Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III y (Cor. Main Rd. &Youngs Ave.) RTIN H.SIDOR Southold, NY Telephone: 631 765-1938 www.s outholdto wnny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 13, 2016 Chief Harry Breese Greenport Fire Department P.O. Box 58 Greenport, NY 11944 Re: Request for Review on: Matchbook Distillery 230 Corwin St., s/e corner of Ninth St. & Corwin St., Greenport SCTM#1000-48-2-44.3 Dear Chief Harry Breese: The enclosed Site Plan Application is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. Please respond with your recommendations at your earliest convenience. This Amended Site Plan application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038 sq. ft. ±12,902 sq. ft. to remain as storage, ±18,979 sq. ft. distillery and ±2,257sq. ft. vinegar production with thirty-three (33) parking stalls on 1.5 acres in the Light Industrial Zoning District, Greenport. Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, Brian Cummings Planner Encls.: Site Plan Application Site Plan r : . MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 Southold, NY 11971 DONALD J.WILCENSKI Tw Chair OFFICE LOCATION: WILLIAM J.CREMERSTown Hall Annex PIERCE FFERTY � i 54375 State Route 25 JAMES H.RICH III �g (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR ,� 8 Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Village of Greenport From: Brian Cummings, Planne�a) Date: December 13, 2016 Re: Site Plan Application Review— Matchbook Distillery • Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131, and LWRP Coastal Consistency Review • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency, and also to determine lead agency and coordinate review under Article 8 (State Environmental Quality Review Act-SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and 4. Your interest in assuming the responsibilities of Lead Agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being Lead Agency. Planning Board Position: (x) This agency wishes to assume Lead Agency status for this action. ( ) This agency has no objection to your agency assuming Lead Agency status for this action. ( ) Other (see comments below) Referral & SEQR Coordination Page 2 December 14, 2016 Project Name: Matchbook Distillery Address: 230 Corwin St., on the s/e corner of Ninth St. & Corwin St., Greenport Tax Map #: 1000-48-2-44.3 Requested Action: This Amended Site Plan application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038 sq. ft. ±12,902 sq. ft. to remain as storage, ±18,979 sq. ft. distillery and ±2,257sq. ft. vinegar production with thirty-three (33) parking stalls on 1.5 acres in the Light Industrial Zoning District, Greenport. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Environmental Assessment Form • Site Plan Application Form • Site Plan(s) 01 MAILING ADDRESS: PLANNING BOARD MEMBERS so P.O. Box 1179 � DONALD J.WILCENSKI k:^� Southold, NY 11971 Chair OFFICELOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY �� 54375 State Route 25 JAMES H.RICH III ' (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDO 'rou Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Plannee Date: December 13, 2016 Re Proposed Site Plan: Matchbook Distillery Located at 230 Corwin Street, Greenport SCTM#1000-48.-2-44.3 The Planning Board refers this Site Plan Application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This Amended Site Plan application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038 sq. ft. ±12,902 sq. ft. to remain as storage, ±18,979 sq. ft. distillery and ±2,257sq. ft. vinegar production with thirty-three (33) parking stalls on 1.5 acres in the Light Industrial Zoning District, Greenport. Thank you for your cooperation. 7xaz rW MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 Southold, NY 11971 DONALD J.WILCENSKI + Chair OFFICE LOCATION: WILLIAM J.CREMERSTown Hall Annex PIERCE FFERTY 54375 State Route 25 JAMES H.RICH III �� � �� (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR N , : Southold, NY x "a Telephone: 631 765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Department of Health Services From: Brian Cummings, Planner Date: December 13, 2016 RE: Site Plan Application Review— Request for Comments pursuant to Southold Town Code §280-131 The purpose of this request is to seek comments from your agency; please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below. Project Name: Matchbook Distillery Address: 230 Corwin Street Tax Map #: 1000-48.-2-44.3 Requested Action: This amended Site Plan application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038 sq. ft. ±12,902 sq. ft. to remain as storage, ±18,979 sq. ft, distillery and ±2„27sq. ft. vinegar production with thirty-three (33) parking stalls on 1,5 acres in the light Industrial Zoning District, Greenport. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Matchbook Distillery— Page Two— December 13, 2016 Contact Person: Brian Cummings (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan • Environmental Assessment Form 2 � rx' ILING ESS: PLANNING E ERS P.O. Box 1179 .,. DONALD J.WILCENSKI Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS 'I :4< Town Hall Annex PIERCE RAFFERTY k 54375 State Route 25 JAMES H.RICH III , , 0� (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDORs• Southold, NY Telephone: 631 765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Planning Commission From: Brian Cummings, Planner Date: December 13, 2016 RE: Site Plan Application Review— • Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131 The purpose of this request is to seek comments from your agency. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and Following is information pertaining to the project under review. For further information, please feel free to contact this office. Project Name: Matchbook Distillery Address: 230 Corwin Street Tax Map #: 1000-48.-2-44.3 Requested Action: This Amended Site Plan application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038 sq. ft. ±12,902 sq. ft. to remain as storage, ±18,979 sq. ft. distillery and ±2,257sq. ft. vinegar production with thirty-three (33) parking stalls on 1.5 acres in the Light Industrial Zoning District, Greenport. Matchbook Page 2 December 13, 2016 SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Planner (631)765-1938 Enclosures: • Environmental Assessment Form • Site Plan Application Form • Site Plan(s) 2 rraz MAILING ADDRESS: PLANNING BOARD MEMBERS sok"� '', P.O. Box 1179 T',Q Southold, NY 11971 DONALD J.WILCENSKI "t Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY t �� 54375 State Route 25 JAMES H.RICH III r ' { � (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR ,,. �� dl'}' Southold, NY Telephone: 631 765-1938 www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Water Authority (SCWA) From: Brian Cummings, Planner Date: December 13, 2016 Re: Site Plan Application Review— Matchbook Distillery • Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131, and LWRP Coastal Consistency Review The purpose of this request is to seek comments from your agency; please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and Project Name: Matchbook Distillery Address: 230 Corwin Street, Greenport Tax Map #: 1000-48.-2-44.3 Requested Action: This Amended Site Plan application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038 sq. ft. ±12,902 sq. ft. to remain as storage, ±18,979 sq. ft. distillery and ±2,257sq. ft. vinegar production with thirty-three (33) parking stalls on 1.5acres in the Light Industrial Zoning District, Greenport. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Matchbook Distillery— Page Two — December 13, 2016 Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan 2 MAILING ADDRESS: PLANNING BOARD MEMBERSSol/ P.O. Box 1179 �"'� DONALD J.WILCENSSouthold, NY 11971 HI � �t"?� Chair OFFICE LOCATION: WILLIAM J. CREME �' Town Hall Annex PIERCE FFERTY 54375 State Route 25 JAMES H.RICH III +, , ( (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR .,. r Southold, NY Telephone: 631 765-1938 www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk cc: Town Attorney From: Brian Cummings, Planne--- Date: December 13, 2016 Re: Proposed Site Plan: Matchbook Distillery Located at 230 Corwin Street, Greenport SCTM#1000-48.-2-44.3 The Planning Board refers this Site Plan Application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This Amended Site Plan application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038 sq. ft. ±12,902 sq. ft. to remain as storage, ±18,979 sq. ft. distillery and ±2,257sq. ft. vinegar production with thirty-three (33) parking stalls on 1.5 acres in the Light Industrial Zoning District, Greenport. Thank you for your cooperation. To View in Laser Fiche: Planning Dept.; Applications; Site Plans; Pending; 1000-48-2-44.3 (�►3t1C- Letter of Transmittal ROBERT J. GRUBER ARCHITECT P.C. 476 EXPRESSWAY DRIVE SOUTH MEDFORD, NY 11763 PHONE: 631-654-4949 FAX: 631-654-2101 rjgruberra@aol.com To. � � . .� � , � �"� .. ................ Date: .. ) �' � ��� Job # 16 -,091 Attention: ._.: We are sending you: Copies Date Description r Remarks: SO HOLD PLANNING- BOAR � T � SIVE PLAN APPLICATION FORM `2 Name and Location Board Site Plan........... �m������ Do Site Plan Name: Matchbook Distilling Company C.. , P y Application Date: Suffolk County Tax Map #1000- 48 - 2 - 44.3 Other SCTM#s Street Address: 230 Corwin Street hamlet: Greenport Distance to nearest intersection: 9th Street Type of Site Plan: New X Amended Residential Zoning District Light Industrial Owners/Agent Contact Information Please listna7e, addres , nd ,ahnumber J ,r the helom) ..... � Property Owner Duke & Cane LLC Street 15 Clamshell Avenue ,J1, East Hampton Y_ _ -State IVY Xjp 11937 Home Telephone 646-879-0875 Other ..... Applicant same as owner Street X" tate......... I I)�'.�.; Other Home Tele, ��a, _. Applicant's Agent or Representative: Contact Person(s) Robert J. Gruber, Architect Street 476 Expressway Drive South 11 .Medford �."fll v State NY '�i11763 i Office Telephone 631 -654-4949 Other *Unless otherwise a F.r{7 awl(ail, correspondence will be sent only to the contact person noted here. Site Plan Application Form 2/18/2010 Qhg DAN Pruposed construedou type: Now X M(Mcabon of HAdng MuMum CIO ngs of u w; Properity col:,al. Axreag'e Or sq'illure footap."e: ac Q R, Site,Plan buikl-out or square. footaj,,;e': "a(',Asqft, ..... ..... ...... .. ........... T's uoshdng n r pwTqvd SAB of Wvmlapm ant R lghts on the property? Yes Ko X IF YMA (almd": . ............. Does the piweeKo imst the Lot Recoypnidoll MdmA in Awn U,ode §280 9 LW, Recogglfti(Hl? 'y X N Wjce, mphtin (and Wch any nccr,,,ssaTy Otlo roport, subdivr,sior) appi oval, (,Lc.) ... ....... 13mikfirip,Doixri,Vxrjent NbW ofl)AaMroval Mum n ki 1 it; Is au applKation to to SoMbAd AwhoWs Boud M%ppwds ingArmi? !Cos No III yc's' [l.aW, y(YU 'SUbrrdlied an,application Lo 0213M As llb X W ym; ahwh a ucVy of lw aptgbad on packet '`")bow alt I'v;es ploposed and uxbUng. Whinabo whWh ImUd0j; WH have which uzc% If loore th'ca usu, l's rm oposul per budAng, jrAcatc squar,(" ()f 'Lusd'all cxistul,g ps,opel "'y u m"S: fig A pmpomd proparty �iscs: ry, u'l 11 i'yf Ullcr acces""ory rlscs:- n g 1, � , I()�: ("()VCf llrjkC: Puoposcd lol cov('.I ap"(": chyms Bnor wea,ofaxistillp jd Ial 0Vjr'� swhufo: 27,71 A sq. R, Muss Door arm of'ptoposed s� luctuxc(s): 0 oypn1mcd space; 28 kowRug J to th: Yes x to) yf WS6 rql spaces: Laldsw,,i�xcovmMe� PI oposcd landscapr, . . .... VVedonds: Is this, Im'upcity wAllb 500' of a worlal,nd area'? yr's No X M,-, b c, ic und.nuJI!,rllcd, wil hot ad tho abow RiArmathn is Uum IV, i S`1" .`_p°d E, ():d:ti°:loll aE y "`()R:K COT.W➢"V OF SL)li"JEtC1):,K M _loauitux.� Qludy sworn, cleposes an.d. says Q:b_at Ii �� � . reusn.edees at ��_ � � � � am �. ��� �� � � dui � 1 ��� dna.the Staate ead"New Yeark., arid.that he is the canvnenn ofproperty dc:nefant.ceed ak tm'�la �;�:°n:,Hcu:l.n�a °ttH:n uyn:dH� d to eerq=L, NY SC,[, 11.100 .Hata_..a 44..3 or that gun;is tl:a.ee of the ....M,.-at"e h[:a pokID a`aLi...] Ia o��ru� � aaunaGan::aruy t d....G; ... (t'dtpeu) (Specify Mactlier Pa rtnneu sJ-dpu or Co3.p,) and said Cennp.aoraxtn,«nn. is the owner un.b'tltc aabove,property, wlraicli is hereby easy mankinng �i Site;Plan aadapli :a:tzannuj t➢..Haut:there are not e xnstnuanpp st:u.Uctu.ut.e s or anaa.psrove nxn.e¢nn s on daen l.=asn.u:d.which H;are;n:auat shown,urn. the:,sItcnAaunn, tlnaat tho tdfl.e;-to thee euzantn.ne :4laa�:nn�eauFl.,, dun.u.dnu.rd.du:n.g ap.d u:dp;�dnts-eafa• aaY,ln.aa�s bcenan cdcaa.l:y e a:�rtablishe d and is shown.on said Plan;t:du.ana rm paaan•t:of t)nc a?dma.infringes s a.utneanaL any duly ff3e d dalanu whic.h has ru.ent been abandoned cd paenthuas to lots an:u:a.ed as to roads; that Ina, has e; aannannne d.all rides arid re^g ul.aatim.as aa,cdeapate d b the l"lran-ninng,Board t;c:a.r..the puld:u g of Site Plans aati.d.will colo.p ly a7 tdn sa me; that:'t.,k e plans sru.l.nnnai tcd, as a apnp:rove:ed., will n oL be alter or changed in any n:rn.auun'nne r r t�hout,tlanee approval. ofthe Pl.aanunaauanp,:d oard..," and tpu.aa tyc; actual physical dnn°upaa•ea°ne,Hn°r.eents will be instaalled l:n.,-u strict aie coo drannc e ^a:tdu da.en 1:11al .and:npaH°envvd by the .11 aannnanng Board. t:) VVI-Ica, S np, f,ad (1)aun°u.ne or Corp.�ore atc t.f ua°(,n°anu:zcd Titic) swcnm to none;this day ofMW VJ 11Y A.JUDD NOTARY PUBLIC STATE OF Wu~ YO Vac t.lt t d nLlie COLJNI " TLIC, #02,1050746014NHataa�a y pu.ubl.l.eu l COMME���k'�� �%% ZZ2�Z`� 'R�'. MAILING ADDRESS: PLANNING BOARD MEMBERS ' Sol], " P.O. Box 1179 �^` Southold NY 11971 DONALD J.WILCENSKI SVA Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III " , '� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR � Southold, NY <> 1 Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 7, 2016 Mr. Robert J. Gruber 476 Expressway Drive South Medford, NY 11763 Re: Proposed Amended Site Plan for Matchbook Distillery 230 Corwin St., s/e corner of 9th St. & Corwin St., Greenport SCTM#1000-48-2-44.3 Dear Mr. Gruber: am writing as a follow-up to the Work Session held on December 5, 2016 where the Planning Board accepted the above-referenced Site Plan Application as complete for review. Please provide the following directly to this department no later than December 26, 2016: 1. Certificate of Occupancy for existing buildings on site; 2. Revise the site plan application form to be consistent with the proposed Site Plan. Once the above information is received, the Planning Board, its Staff, Town departments and relevant agencies will provide additional comments following full review. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Very truly yours, Brian Cummings ` Planner A"' Submission Without a Cover Letter Sender: Board Manining Subject: .,,, , S CTM#: 1000 - 45 - 2 -44. 3 Date: 2- Comments:Comments: n z� MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 DONALD J.WILCENSKI ��`� Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS �� y, Town Hall Annex PIERCE RAFFERTY �, � '� 54375 State Route 25 JAMES H.RICH III " qty, (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR � � �� , � /-� Southold, NY Telephone: 631 765-1938 www.s outh of dt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 6, 2016 Robert J. Gruber, Architect 476 Expressway Drive Medford, NY 11763 Re: SEAR Classification & Set Hearing - Proposed Site Plan for Matchbook Distillery 230 Corwin Street, s/e corner of 9th St. & Corwin St., Greenport SCTM#1000-48.-2-44.3 Zoning District: Light Industrial (LI) Dear Mr. Gruber: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, December 5, 2016: WHEREAS, this amended Site plan application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038 square feet. ±12,902 sq. ft. to remain as storage, ±18,979 sq. ft. distillery and ±2,257sq. ft. vinegar production with thirty-three (33) parking stalls on 1.5acres in the Light Industrial zoning district, Greenport.; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is an Unlisted Action under SEQRA as described above; and be it further RESOLVED, that the Southold Town Planning Board sets Monday, January 9, 2017 at 4:32 p.m. for a Public Hearing regarding the Site Plan entitled "Matchbook Distilling Company", prepared by Robert J. Gruber, dated June 20, 2016. Matchbook Distillery Page 2 December 6 2016 The public hearing packet regarding the Town's notification procedure and the sign & post will need to be picked up at the Planning Board Office at the Southold Town Annex when you are contacted to do so. Please return the Affidavit of Posting, included in the packet. along with the certified mailing receipts AND the signed green return receipt cards before J2:00 norm on Edda January 6, 2017. The si n and the Post need to be returned to the Planning Board Office after the public hearing is closed. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, Donald J. Wilcenski Chairman Encls. Southold Town Planning Board Notice to Adjacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for a Site Plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-48-2-44.3; 3. That the property which is the subject of this application is located in the LI Zoning District; 4. This Amended Site Plan application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038 square feet. ±12,902 sq. ft. to remain as storage, ±18,979 sq. ft. distillery and ±2,257sq. ft. vinegar production with thirty-three (33) parking stalls on 1.5acres. The property is located at 230 Corwin St., s/e corner of 9th St. & Corwin St., Greenport; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2nd FI., Capital One Bank). If you have any questions, you can call the Planning Board Office at (631)765-1938. Information can also be obtained via the internet: 1. Go to the Town of Southold website www.southoldtownny.gov; 2. Click on Weblink located on bottom left of home page; 3. Click on "Planning Dept." folder; 4. Click on "Applications", then "Site Plans", then "Pending"; 5. Click on the SCTM# (tax map #) of the application (found in #2 above). Or by sending an e-mail message to: essicmM cmmsoutholdtownn ,vigor; 6. That a Public Hearing regarding the Site Plan will be held on the matter by the Planning Board on Monday, January 9 2017 at 4:32 p.m. in the Meetin Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: Lewis Family Prop. Limited Partnership/ Matchbook Distillery Date: 12/6/16 Notice to Adjacent Property Owners Matchbook Distillery 230 Corwin Street Greenport, NY SCTM#1000-48.-2-44.3 1. 46.-1-31.1 2. 48.-1-42 3. 48.-1-43 4. 48.-1-44.2 5. 48.-1-47.1 6. 48.-2-5.1 7. 48.-2-44.2 -------............. ----—---—------ ................ ......... ................................. ................. ..............- ...... ................ ............................. ................ ............... ............... 10-0--00 W C� N lNk"I N. ln,50-01 rw 042�1.029 ........... .9,70421 --242 E T!�N � _ _M' 7521' P ............. 0, ........... A A ........... 6 Imq eA -41 V 4 kV 2-1, 22 u 23 gS. 3011 32 30 31 33 vmml1 Nkr:0 < zq 21 'M 4, 41 G) rn (50) V 04011V tM dg sf ow YM 15A ""_, ml C) 0 6^x+ rq Im -nj .,7n 704,8 15.7 d 11 1 1 t S (507)T0 FLIMT25 4 -@F- 23 2211 w 6 26 28 27 10 on 9wa , 414o b rn r. OR 4 1 2 1 - I RM 0 32:2 37 3B 39 34 _ (50 SD ST. UNNET1 10 13 ti 4 P" -1 7 cn b 12 10 4 7A� zs I, S.D. D 01 041 0 PM _47 1, (411 04) ry 1,Ppl 4,q ._..,-,M-,— 94 18.1 151 0, 21 r3 1 o w1 11 V 23 22 (59) 747 27 26 ST. me t BRAS 46 OWN t 43 44 17M 42 3� 1,, 5 � 42.5 'q, Mj 4"6 1 1 I(C) 15 1 'o I -A-, ONE J--Z--, TC" .. .................. ....... ............ d M IIS Il ........... .......... ..... ..... 1111—�T6�1. ......- —---------------- -- -1 TOWN OF SOUTHOLD :CTION NO.......... COUNTY OF SUFFOLK @ NOTICE L .—L. E ............—------ ' Real Property Tax Service Agency Y ---- No. VILL�E OF G E ees(21) 48 Co—ty Genftr Rl,,��d.N Y 11901 ------------------ -AM..............................- E _.._ -------- -- ---..._ _ .._..._ ....._.... ---..... ............. ......... MJ 90Y G1=ti^,, �1 r7 M� a r �. V rfoll, ,v Cn 2.3 r ...�.'...', 5.9A p All, 0 .mmmm I o i q __ _ . ....... tiara wr.i a ronx aceur"nrw'r.w ���..... NOTICE ,:� paArizd� .......... �......._...�.�...._�_......�. xuxw i8I he © �+` TOWN OF .....--, er+umm roti E SOUTHOLD � �a�� a � COUNTY OF SUFFOLK secnoN ruo E, ,w (21) «. .. ,o _a vti ti E E�.— �Eal Property Tax Service Agency ('.., ue d..o.�..w� .a - ., �� .. n� .. Y rune E - m.mw ...x n e�xw',.,nrv � 'r'MIX.., .w. e.ex County Conl��Rlvem��G,NY11801 M r H _ Re _ 46 AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for at least seven days prior to the date of the public hearing on I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon Fri. 1/6/17 Re: Proposed Amended Site Plan for Matchbook Distiller SCTM#: 1000-48-2-44.3 Date of Public Hearing: Monday, January 9 2017 4:32 p.m. Town of Southold PC/Codebook for Windows § 55-1. Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-20031 Whenever the Code calls for a public hearing this section shall apply. Upon determining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility for publication of notice. The reviewing board or commission shall cause a notice giving the time, date, place and nature of the hearing to be published in the official newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated, proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required to erect the sign provided by the Town,which shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing. The applicant,petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. (2) The applicant or petitioner is required to send notice to the owners of record of every property which abuts and every property which is across from any public or private street from the property included in the application or petition. Such notice shall be made by certified mail,return receipt requested,posted at least seven days prior to the date of the initial public hearing on the application or petition and addressed to the owners at the addresses listed for them on the local assessment roll. The notice shall include description of the street location and area of the subject property,nature of relief or approval involved, and date, time and place of hearing. The applicant,petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. 1 E }ter cn o •— •Xs o >= 3 y O N ■ Y� O i�% N ._ p 0 W ■ J ° L- � ' � = 0.. UJ J +1 _ I- 0. 0 o N • N O arca JWCOr ■ ■ O M I N - +1 cr O ' ++ C.) � � O r •- O L � _ Lc) � r N t 0 T O 4.0 +1 ,'•, N i ■y L. � r ■, FM Q Fn -� A-0 L Z N • T.: . 0 1 CL � 70 = Q 0 M C** m O U)O1 � � `� r LL M � •i 0 N CL 0 Z O a o� � N< -0 � cpr i J r +IFM a, 0 (1) L Q 0 E Im0 a >4— Z LL! a ,_ F- 0 y ,a � o � O V5t � m H s �ffx7 'X-- MAILING ADDRESS: PLANNING BOARD MEMBERS oil�� �� P.O. Box 1179 DONALD J.WILCENSHI � + Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREERS CP Town Hall Annex PIERCE FERTY 54375 State Route 25 J ES .RICH III (cor. Main Rd. &Youngs Ave.) TIN H.SIDOR �, ' Southold, NY Telephone: 631 765-1938 www.southoldtowuny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Article XXIV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 9t" day of January, 2017 on the question of the following: 4:31 p.m. Proposed Site Plan for 13400 Main Rd. Corp., located at 13400 Main Rd., ±10' s/w/o Wickham Avenue & NYS Rt. 25, Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-114-11-9.6 4:32 p.m. Proposed Amended Site Plan for Matchbook Distillery, located at 230 Corwin St., s/e corner of 9th St. & Corwin St., Greenport, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-48-2-44.3 Dated: 12/6/16 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman PLEASE PRINT ONCE ON THURSDAY, DECEMBER 29, 2016 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE. THANK YOU. COPY SENT TO: The Suffolk Times Michaelis, Jessica From: legals <legals@timesreview.com> Sent: Wednesday, December 07, 2016 1:19 PM To: Michaelis, Jessica Subject: Re: Legal Ad for 12/29/16 Suffolk Times No problem! rT,,,,,,,, REVIEW IMUM GROUP Lindsay Denston Assistant Sales Coordinator 631.298.3200 ext. 235 631.354.8032 (direct) 631.298.0410(fax) Ldenston@timesreview.com www.timesreview.com From: "Michaelis,Jessica"<iessicam@southoldtownny.gov> Date:Wednesday, December 7, 2016 1:17 PM To: Lindsay Riemer<legals@timesreview.com> Subject: Legal Ad for 12/29/16 Suffolk Times Please print the attached legal ad for the January 9, 2017PIanning Board Public Hearings regarding 13400 Main Road Corp. Site Plan and Matchbook Distillery Site Plan in the December 29, 2016 edition of the Suffolk Times. An e-mail confirmation of receipt for our files will be appreciated. Thank you, Jessica Michaelis, Clerk Typist Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 Email:JessicaM@southoldtownny.gov rxx �*r MAILING ADDRESS: PLANNING ( " � SO `'��. P.O. Box 1179 i DONALD J.WILCENSKI Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS On Town Hall Annex PIERCE FERTY 54375 State Route 25 J ES .RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR � il l k� Southold,NY Telephone: 631 765-1938 www.southol dtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE - Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Article XXIV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 9t" day of January, 2017 on the question of the following: 4:31 p.m. Proposed Site Plan for 13400 Main Rd. Corp., located at 13400 Main Rd., ±10' s/w/o Wickham Avenue & NYS Rt. 25, Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-114-11-9.6 4:32 p.m. Proposed Amended Site Plan for Matchbook Distillery, located at 230 Corwin St., s/e corner of 9th St. & Corwin St., Greenport, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-48-2-44.3 Dated: 12/6/16 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Jessica Michaelis, Secretary to the Planning Board of the Town of Southold, New York being duly sworn, says that on the 7th day of December, 2016, she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board Southold Town Hall 53095 Main Road Southold New York January 9, 2017 Public Meeting: 4:31 p.m. Public Hearing for the proposed Site Plan for 13400 Main Road Corp., SCTM#1000-114-11-9.6 4:32 p.m. Public Hearing for the proposed Amended Site Plan for Matchbook Distillery, SCTM#1000-48-2-44.3 Jessica Michaelis Secretary, Southold Town Planning Board Sworn to before me this day of � (-QwLtti , 2016. Notary PL )JJ MELANIE DOROSKI NOTARY PUBLIC,State of New York No.01 D04634870 Qualified in Suffolk County l)1 Commission Expires September 30, Z 5 ,10�-, Michaelis, Jessica H L QIT , �C To: Cummings, Brian A. Subject: RE: Matchbook Distillery- Exterior Lighting " uvrW From: Bob Gruber [mailto:rig ruberra@aol.com] i----:urs BoardSent: Thursday, December 01, 2016 10:06 AM Mm To: Cummings, Brian A. Cc: iuddpolawyer optonline.net; leslie@matchbookdistiIIingco.com Subject: Fwd: Matchbook Distillery - Exterior Lighting Brian, Attached is the lighting plan with photometrics and cut sheet for the fixtures being used. Let know if you need anything else for Monday's work session. Thank you Bob R J. Gruber Architect PC 476 Expressway Dr So Medford, N.Y. 11763 631 6544949 1 'ORWIN STREET (50 ') IRVExiMANNOLC C 6 iXISTINLE NV!3.86.24' ---- _-����8'DIA.PPE(I60-p') IM/rL.a_OI' $w3rielYJ."••. ------- --- - ;, .. -VATER -VATER EXI6TIN�s Y'l4TCR MAIN To R��.II'i ---------�-- VATER r VATER -VATER -�yp,�g -WATER -WATER -WATER -WATER -WATER WATER ____-_, � -DATER WATER WATER -WA WATER -WATER WATER WATER -WATER _ �. WATER -WATER WA ...... rp- 50 Ors.TMX S" EXIST 6RA55 ARCA v WATER WATER -VATER VAT FR - 'nTcR VATER VATER VATER ..:..r;._...,,:rte... 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IIg91 r A, ry +�_ 41q s Th I o0 0 D RAA DATW APRIL IM.16160 n' U J + �° _ 0.00 +0.00 +0.00 0.00 0.00 TONG ISL Ltd 1 ReA4ARD P.AP4-T AR[,HITeoT �✓ LLL J 0.00 y >�`�-i' + +0.00 + j.� a+ h a' + -.`-+0.00 +0.00 0.00 0.00 EtbT 5ETAXET,TAY. }� (n LL J 0.00 + +0.00 0.00 0.00 0.00 DATLO MAY 2, MW 6 L L Lw +0.00 +0.00 0.00 X0.00 FE+IRIN6ER WZVEYIN6 PG 0' 10' 20' 30' 40' 50' 60' ?0' SO' Or& IOD' iT) rLn > 5EAF0RD M Y 00-ACKSM`I I7v887 I I I I I I I I I I I � 1 � J FROi�O5ED 517E DATN MARGH I4.2DI6 , I".�'� O x Y o LL •� U Q O 0Y Plan ViewJpp CD Scale 1"=32' X J 2 Q LIJ LL (D u) LU O J J D 0 Z U LL Q IL Ye z U LUMINAIRE SCHEDULE LU o o O O Symbol Label Qty Catalog Number Description Lamp File LLF WattsJ LL 0 L J QST LECA z WST LED P1 30K WST LED, Performance O Q WP 10 VW MVOLT package 1, 3000 K, visual LED 3000K WST_LED_P1 1.00 12 D H - comfort wide, MVOLT -30K-VW-MV Architectural ite to r I Wa l I Sconce r^ O C/) z 2 (D !�4 V_J Q J z L Q � Q D J ' a m U STATISTICS A!!! � rJY O LU Q _. O z U Description Symbol Avg Max Min Max/Min Avg/Min M LALGI ILH L-Iyi aing Levels X 0.64 fc 8.35 fc 0.00 fc N/A N/A LJTJ AFG y Specifications Prop Line AFG + 0.01 fc 0.36 fc 0.00 fc N/A N/A Luminaire Optional hack Edo (BB1 ) Height` 8-112" Height; 4K 7.59 rm) (102 cm) NOTES Width: 17" Width: 5-1/2" 43.1118 rnV (?4.0 cm) X3 1. THESE LIGHTING CALCULATIONS ARE NOT A SUBSTITUTE D the X 55.9 crn;1)-1 +' pth� 1 m) .8 cm.J FOR INDEPENDENT ENGINEERING ANALYSIS OF LIGHTING SUITABILITY AND SAFETY. Weight: 20 lbs FOR319'NPT E} Designer (9 7 kg) SIDE-ENTRY Eric Perkins, LC, W 2. THIS PHOTOMETRICS LAYOUT WAS CALCULATED USING SPECIFIC CRITERIA,ANY DEVIATION FROM STATED Date r -T PARAMETERS WILL AFFECT ACTUAL PERFORMANCE. H 3'61 H Dec. 1st, 2016 3.ALL QUANTITIES ARE BASED ON FIXTURES SHOWN IN THE 11V LIGHTING CALCULATIONS ONLY. Scale L As Noted 4. THESE CALCULATIONS ARE BASED ON LISTED FIXTURES ONLY. 4A5 SUBSTITUTION OF THESE FIXTURES VOIDS ALL CALCULATIONS. I. Rev 1 5. ACUITY BRANDS LIGHTING RESERVES THE RIGHT TO WITHDRAW See All Notes THESE COPYRIGHTED LIGHTING PLANS FROM PUBLIC RECORD IF SUBSTITUTIONS OCCUR. 6. ALL SUBSTITUTIONS REQUIRE NEW CALCULATIONS BASED ON THE 1 of 1 FIXTURES SUPPLIED. aC alcar7 "... Nurntrerr WST LED Architectural Wall Sconce Gaff 5 11� •, Type I ��91t41®1�3 i. N,., I .,/�i( i t rffrrVa Introduction Specifications The WST LED is designed with the specifier in Lurninaire CiptionaV Back Box (BBW) mind.The traditional,trapezoidal shape offers a Height: 8-1/2" Height- 4" soft, non-pixilated light source for end-user visual (2'.c,9 rmi 00"(,-v comfort. For emergency egress lighting,the WST Width: 17 Width: 5'-112" LED offers six battery options, including remote. 10- l16° 1-1/2„ For additional code compliance and energy Depth: Delputh: 7<=„) 1,.$„ „ savings,there is also a Bi-level motion sensor Weight: 20 lbs raR174"NPr TT option. With so many standard and optional (9 1 h.,a; TIDE-ENTRY features,three lumen packages, and high LPW, - the WST LED is your "go to" luminaire for most f any application. 4.45 _.... �„ ., ..._FOR 11”, MOUIN LING DOI TS ` i�,; `t °t AMPLE: WST LED P1 40K VF MVOLT DDBTXD WST LED o. WST LED P1 1,5001 unroll package 27K 2700 K VF Visual comfort forward throw MVOLT' 277' Shipped included P2 3,0001 often package 30K 3000 K VW Visual cornfla I wide 1201 347 (blank) Surface mounting bracket P3 6,000 Lumen package 40K 4000 K 208' 480 Shipped separately 50K 50001( 240" BBW Surface-mounted back box' PBBW Premium surface-mounted back boxi' I PE Photoelectric cell,button type EMC Emergency battery backup(road,/W)',' DDBXD Dark bronze PER NEMA twist-lock receplade only 1700 Remote ernergency bartery backup(remote/W)7e DBLXD Black PER5 Five-wire receptacle only E20WH Emergency battery backup(20W)"° DNAXD Natural aluminum PER7 Seven wire receptacle only E20'WC Emergency battery backup(cold,20W)',x i' DWHXD White PIR Motion/Ambient Light Sensor,8 15'mounting height' E23WHR Remote emergency battery backup(remote 20W)',' DSSXD Sandstone PIRIFC3V Motion/dinbientsensor,B-1.5'inounhngheight,ambientsensor enabled at1fc` LCE Ieft side conduitentry" DDBTXD Texmreddark bronze PIRH 130"motion/ambient light sensor,15 30'mounting height' RCE Right side conduit entry DBLBXD lexlured black PIRH1FC3V Motiondmbienl sensor,15-30'mounting height,ambient sensor enabled at IV DNATXD textured natural aluminum SF Single fuse(120,217,,347V)' Shipped separately DWHGXD textured white DF PnnhlR[lisp(205,240,480V}' RBPW Rcoroh(back plate' DSSTXD Textured sandstone DS Dual switching, VG Vandal guard E7WH Emergency battery backup(7W)' WE Wire guard a NOTES 6 Not:availablewith Elivi E7WC,E.7WHR,E20WC,E.20WH,or Accessories E23WHR.lked with inverter system Not available with 347/480V. 9 Hz).NIVS r driver operates on any line options from 120277V ng vvi) Not available with PE,PER,PER5£k PER7, C)rriered- i_tlppeef separately. Hz).Specify 1201,l_(78 24(7 or 277 optlorrs only.when ordering with W IMPBBWDD6XDU P[eFaurn surface mounted bark hox button type photocell(F E),fusing(SF,DF),or dual switching(DS). 7 Not available with 347/48OV. 2 Also available as a separate accessory;see accessories Information, 8 Battery pack rated for-20`to WC. WSBBWI)DBrxu Surface-rnoonted hackbox 3 Top conduit entry standard... 9 Comes with PBBW RBPWDDBXDU Retrofit hack phyte 4 Not available with PE,PER,PER5,PER7,VG or WG, 10 Warranty period is 3-years.. 5 Not available with INVOLT option.Button photocell(PE)can be 11 Not available with BBW. ordered with a dedicated voltage option,Single fuse(SF)requires 12 Must order with fixture;not an accessory. 120,277 or 347 voltage option.Double fuse(DF)requires 2085,240 or 480 voltage option. One I EV 7411112fllbt City Col yels, irllrtir c7aClnc f1110u�:112Pliano 800 279.H04 VVSI L[ f7a§V.10/11/16 Emergency Battery Operation I ho emergency battery backup is inLegi al to the lunninaire—no external housing required!This design provides reliable emergency operation while maintaining the aesthetics of the product. All emergency/backup configurations include an independent secondary driver with an integral relay to immediately cetectAC power loss,rneeting interpretations of NHP�701,� E Vhe eareirgency bauery willpower flhe hrirninaire for a yflifrfnmira90 hn?clution of mhnua tns(irnxiinnunn duiraboirr ol i1hiree houirs�fircinn dhe Unric supply power is lost,per no.:zm:�x,�J and`1 P��l'.'. � . ," I ,-:1 %'i pircrvHed uirn'inakes are rnourited aV an aloproloriale h6ghir and d1lunninarx,an open,spdce wfffi no irna or olbsirrucifions, rhe examples below s1how illurninance of 1 fc average and 0.1 fc(ninimurn,of the F'l power package and VF distribution product in emergency node, fl,MH8 M H 10'x 10'Gr[dhnes 8"and 12'Wounting H16glhlalp1. aff A u iia, `1"7-1 7/" 0 "7 WST L.E11)PI 2"70r'V0 MYOU FMH WST k ED IP2 4011KNIF MV011TE,20MI ...... .......... .... Lumen Output Loosen values are from photometric tests performed in accordance with IESNA UM-79-08.Data is considered to be representative c of the configurations shown,within the tolerances allowed by Lighting Facts. .. ........... J J, ""A K PI 12W VF 1,494 0 0 1 0 1 11.5 1,529 0 0 0 127 1,639 0 0 0 137 1,639 1 0 1 0 0 137 VIN 1,513 r 0 0 1 0 126 1,548 0 1 0 J 0 l 129 1,660 0 0 0 138 1,660 0 0 0 138 3,162 1 f VF 0 1 126 3,236 1 0 1 129 1 3,468 1 1 0 1 1 139 3,468 1 0 1 139 P2 25W VW 3,202 1 0 0 128 3.277 1 0 0 L, 131 -1 3,512 1 0 0 140 3,111 1 0 0 140 i'�'3 666 1 132 6,607 1 0 1 13 2 P3 50W VF 6,023 1 0 1 120 6,164 1 0 - VW 6,100 1 0 1 122 J 6242 1 0 1 1 125 1 1 134 mm 6,691 1 1 0 1 134 .. .................... ............................ Lumen Ambient Temperature(LAT)Multipliers Electrical Load Use these factors to determine relative lumen output for average ambient temperatures from 04n(32-104T). 0-06 0405 0,04 IL 02 IM I WX 50111: .................. 14 0.04 (103 201C 1.01 25*C 777 1.00 1:11 Ds 14 0,12 ON 0.06 0,06 Bri'F 099 25 0.21 0.13 0.11 ot 40;1" -104 f 1112 30 0.09 0,06 F2 DS 25 0.21 0.13 0.11 0.1 --- Projected LED Lumen Maintenance so 0.42. 0.1.4 011 0.19 - Values calculated according to IESNA TM-21-11 methodology and valid up to 40°C P3 56 0.16 0,12 0 25,04111 50,006 1 oo,a(W F3 DS 52 0.43 026 0.2.3 0,2.1 1,16 .O9,5 >0.92 '(1,81 Cin�l�I Hloma Cony, �ooiqro 3W 12 Ph,:r KiCi 2,N 800 VVS A :0 1 Q 01, h,r r i Is I i���i�i i i� ii, rk�l i I s i c,,u i v ed Rov 10/11/16 Rv see compete plI-lc repoivtr or dompnIoad Jes files for this product,visit I ithoinia LighVing's Vw,'S� l LEGEND WST �D.I fc .mc WFIT HID, MAN M fc .2 1110c WST Hill ri LEM MV WD:-0 72 213W v WIPI'LED ®gat t� VW -4 4 M1'tJEDF34QKvr W.511 1F1'IrA1 F11 PircInv,12'MouriUirrig Hil ...................................................... ........................................ ......... ............................................................. -------------- FEATURES&SPECIFICATIONS INTENDED USE I'V'RiCAL 'heclassicarchitectural shapeoftheWSTI ElDvorrici applicafionsoudh as hospitAs, Light engineirr)consist o198 i v igh-efficacy 11Dmounted r ,i m0al inirt-cvcuit kodird and schools,malls,restauf ants,arid commercial buildings. rheiongiiFel EI:N,arid driver innake this inite9vall allum4iunv heat slniar to maxirnize hsm di�,,Jpaiion mid I wimcv., oog hife,(100,000 unninaire nearly maintentince-free. us at 410'C,1.87)� Ciass 2 e1ectronlic ch iveir hw%v novveo fra_-%or, -1 fD,AY'* Easily- seirvk�ealtiie surge jorotection device nievos a rninlimijin Category B(peir ANSVIEFIE C62,41.2U CONSTRUCI110N rhe single pr AW-rat A ofitinucon hoitf"41g orondwy I to optimize thermal J1145TAILLATION transfei from Ike oiloirol hrilal enr life l'w"Ir o4r.and jjrmuotY onif ide-, 'I ho driver is mounted in A univeIrrrall virwurnitting jahte with iintegall mou"tivig suppoirt altins H11110M, the fixtuire to hinge direct.contacr,milh t1w 6r,r a long We The die-cast door down for easy access whille aw1ding wlring coninections, frame!is a .olrd rIIIc orw,p4xn to ma moisture arid dust, LWIHINGS pimpiding an 11'65 rating for the lijininaire CSA cei,tified to 41S aind Canadiwo standairds.Lurniir4ve is IP65 i i options are iated FiNiSH for wet locanon.Rated fol[r 30C to 40'C aiinblent. Exterior II are protected lI a Anc-infused Super Durable TGIC thermoset powder coatfinfsh tri provides mAperior resistance to corrosion and weather Ing, A tightiy controlled intulti stage r4cAaiivevsktnrrcfrfvz -.vocess eisui as a mh i i innun 3 inn Ils th olm ess(ova firifsh that can withstand extreirne cl[mate pfoduct innay be DLC Prevnkmin quallificird 1ease check the DLC OrrHdified Products Li vst changes wRhouk cracking or peeling, Standard Super Durable colors Include dark bironze,blade, at A'I1niqCil¢9 to conflinni which versions anew quallified. natural aliLl"I'linijin,sandstone and white.Available in textured arid non-texin.nred finishes. WARRAN 11 Y OPTICS 5-year ini wairranty. Compiete Waltranty tenns iocarted a WeR crafted reflector aptics allow the light engine to be recessed within the lurninaire,providing virualcornfort, superior distribution,unforrinty,and spacing in wall mount applications, "T'llneWSIf LIED has zero uplight and qualfies as a Nighttime F'riendlf,Tm::)roci inneaning it is consistent with iYottin Acwall perforavarKm nrvay differ as a riesuit of end-useir einvironirrmnit and aloplication the LEEDO and Green Gfobes"criteria for eliminating wastekA uji AH vafuerr ave curs4gin 01[r tyloiCall Vallues,measured under aboiatrairy conditions at 25''C;. Specificairlons subject to chantrie Without notice. Z 17;/"�� Or"!I Oiticqflu Wwi, 111 r: nye (Ivoii hit 303 12 II honc::R00:`79 801 WSt I-ED c"', Rav�10/1 I/it, V 2M f :1016 Aciiiiv N al Ids i lighilkil INIC Alli I qsirs r 050'red Letter of Transmittal �u�Ar� ti� � G ROBERT J. GRUBER ARCHITECT P.C. 476 EXPRESSWAY DRIVE SOUTH MEDFORD, NY 11763 PHONE: 631-654-4949 FAX: 631-654-2101 rjgruberra@aol.com To � " �� °w °� '° Dater Job # .. ... ?.w. ..... ..en.nnn j . . " Attention. . ....r , Rei We are sending you: Copies Date Description II Remarks:. ADDRESS:NUILING PLANNING ` � M �` P.O. Box 1179 DONALD J. LCENS ���� y �"' Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III , ' (cor. Main Rd. &Youngs Ave.) RTIN H.SIDO Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 7, 2016 Mr. Robert J. Gruber 476 Expressway Drive South Medford, NY 11763 Re: Proposed Site Plan for Matchbook Distillery 230 Corwin St., s/e corner of 9th St. & Corwin St., Greenport SCTM#1000-48-2-44.3 Dear Mr. Gruber: I am writing as a follow-up to the Work Session held on October 3, 2016 where the Planning Board found the above-referenced Site Plan Application incomplete for review. Before the Board can commence its full review, it is necessary to provide the following directly to this department: 1. Provide the locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 feet of the subject property, indicate the distance to the nearest intersection with a public street; 2. The location and use of all buildings and structures, including curb cuts, within 200 feet of the boundary of the subject property; 3. Provide a complete Local Waterfront Revitalization Program (LWRP) consistency form; 4. Provide renderings and dimensions for all proposed exterior signage pursuant to §280-80 of the Town Code; 5. Provide photographs of exterior light fixtures to remain and/or cut sheet specifications for all proposed exterior light fixtures pursuant to §172. Once the above information is received, the Planning Board, its Staff, Town departments and relevant agencies will provide additional comments following full review. Matchbook Distillery Page Two October 7, 2016 If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Very truly yours, Brian Cummings � Planner Southold Town Planning Board Work Session -wwOctowber 3, 2016 - Page 4 Project Name: Matchbook Distillery SCTM# 1000-48-2-44.3 Location: 230 Corwin St, Greenport Description: Vinegar and spirits distillery at the site of the former Lewis Marine. No retail proposed. No changes to the footprints of the buildings proposed. Light Industrial Zone, Status: New Application j Action: Review for completeness. [Attachments,: Staff Report Discussion: 0 Draft Planning Board Monthly Report for September 2016 Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date October 3, 2016 Prepared By: Brian Cummings I. Application Information Project Title: Matchbook Distillery Applicant: Duke & Cane LLC Date of Submission: September 23, 2016 Tax Map Number: 48.-2-44.3 Project Location: 230 Corwin Street Hamlet: Greenport Zoning District: Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±1.5 acres Building Size Existing ±32,038 square feet This amended site plan application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038 square feet. ±12,902 sq. ft. to remain as storage, ±18,979 sq. ft. distillery and ±2,257sq. ft. vinegar production with thirty-three (33) parking stalls on 1.5acres in the Light Industrial zoning district, Greenport. III: Completeness Review See attached checklist for Site Plan Requirements. IV: Analysis 1. Proposed: a. All buildings detailed in the eight (8) page site plan packet. 2. SEAR: Type II — all interior renovations, no footprint expansion 3. Code requirements / Bulk Schedule (LI): a. Lot Coverage: i. Maximum: 30% ii. Existing: 47.7% iii, Proposed: no change I b. Landscaped Area: i. Minimum: 25% ii. Existing: 23.1% iii. Proposed: no change c. Parking: Vinegar production; 1 per 500sf; 2257 / 500 = 4.5 or 5 Distillery; 1 per 500sf; 18,979sf/ 500 = 37.9 or 38 Storage; 1 per 1000sf; 419 / 1000 = 0.4 or 1 Storage; 1 per 1000sf; 5297 / 1000 = 5.2 or 6 Storage; 1 per 1000sf; 4272 / 1000 = 4.2 or 5 Storage; 1 per 1000sf; 5086 / 1000 = 5.1 or 6 TOTALS Required = 61; Provided = 33 proposed including 1 ADA and two loading berths Staff: The production calculation used for light industrial uses is a general calculation for the zone (an intense parking calculation); the plan provides a notation that there are a maximum number of five (5) employees on site; d. Sanitary: Greenport sewer district e. Landscaping: existing landscaping to remain; f. Exterior lighting: no exterior lighting information has been provided; g. Exterior Signage: no signage information has been provided V: Staff Recommendations 1. It is recommended that the application be found incomplete with the following information to be submitted immediately: a. With regard to the proposed curb cut: mm i. Provide the locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 feet of the subject property, indicate the distance to the nearest intersection with a public street; 2 ii. The location and use of all buildings and structures, including curb cuts, within 200 feet of the boundary of the subject property; b. Provide the LWRP consistency form; c. Provide wall sign renderings and dimensions for all proposed exterior signage pursuant to §280-80 of the Town Code; d. Provide photographs of exterior light fixtures to remain and/or cut sheet specifications for all proposed exterior light fixtures. 3 Southold Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: Matchbook Distillery Completed by: Brian Cummings Date: October 3, 2016 Received Comment A. Submission of a complete site plan application shall consist of: (1) A completed site plan application form. ° (2) The site plan review fee, as specified in Subsection B below. Editor's Note: See now § 280-138, Fee schedule for site plan applications. (3) A completed environmental assessment form. (4) Nine copies of the site plan. (5) Four copies of a property survey, certified by a licensed land surveyor. B. Standards. Site plan design shall include the following items: (1) Technical data: (a) The lot, block and section number of the property, taken from the latest tax records. (b) The name and address of the landowner on record: [1] The names and addresses of adjoining landowners. [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the applicable New York State license seal and signature. (d) Date, graphic scale and North point, whether true or magnetic; if magnetic, show the date of reading. (e) A survey prepared by a licensed surveyor orf6vil engineer. The site plan may reference a land surveyor's map or base reference map. All distances shall be in feet and hundredths of a foot. All angles shall be given to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. (f) The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 X feet of the subject property, indicate the distance to the nearest intersection with a public street. (g) A separate key map showing location and owners of all adjoining lands within 500 feet, as shown on the latest X tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas dedicated to public use within or adjoining the property. I. Checklist for Site Plan Application Completeness Southold Planning Department (i) A complete outline of other existing easements, deed restrictions or covenants applying to the property. (j) Existing zoning, including zone lines and dimensions. �l (k) Site plans drawn at the scale of one inch equals 20 feet. If all required information cannot be shown clearly on one plan, the information should be separated as follows: [1] Alignment and schedule plan. [2] Grading and drainage. [3] Landscaping. [4] Other, e.g., site utilities. (2) Natural features: Received Comment (a) Existing contours with intervals of two feet or less, referred to mean sea level as per United States �l Geological Survey datum. (b) Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes, beaches and all freshwater bodies, including wetlands N/A and intermittent streams, perimeter boundaries of shoreline bluffs, dunes and beaches. (c) The location of existing natural features, including but not limited to natural drainage swales, watercourses, wooded areas and wetlands, as defined by the New York State Department of Environmental Conservation and the Board of Trustees of Southold Town, marshes, ponds, dunes, bluffs, beaches, kettleholes, escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical features within 500 feet of the property boundaries„ 4 (3) Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the 4 site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. 4 (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and �l aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, including curbcuts, within 200 feet of the boundary of the X subject property. 2 Checklist for Site Plan Application Completeness Southold Planning Department (4) Proposed construction: Received Comment (a) The location of proposed buildings or structural improvements, indicating setbacks from all property lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring structures, such as off-street parking and loading areas �l and pedestrian circulation. (c) The location, direction, power level and time of use for any proposed outdoor lighting or public address X systems. (d) The location and plans for any outdoor signs must be in accordance with applicable sign regulations. X (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 feet beyond the property line) X and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where applicable. (f) Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161, Highway Specifications. (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity and location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground transformers, fire wells and fire hydrants and/or any alternate means of water supply and sewage disposal and treatment. (i) Building elevations for all facades and floor plans showing the proposed use of floor area. Notes: N/A = Not Applicable Site Plan Application elements waivers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this § 280-133 by resolution at a duly noticed public meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives set forth in § 280-129. 3 Checklist for Site Plan Application Completeness M1" Pa ST(,"' 2 Fetter of Transmittal ROBERT J. GRUBER ARCHITECT P.C. 476 EXPRESSWAY DRIVE SOUTH MEDFORD, NY 11763 PHONE: 631-'654-4949 FAX: 631-654-2101 r j gg��corn TO: own of S ._ outhold Date g4q 16 16-071 �� Attenti anninn .Desai-jr��r„ ent..... _ On: ��thold� Southold, N hh�ar�k _Disy Y 11971 tailer We are selidin, Y You: TopiesateCopies Description a Site Plan Application Check $250.00 Notice of Disapproval from Bldg. Dept. Applicant's Affidavit 1 , Agent Authorization Letter 1 .. �'LWRP Consistancy Assessment Form 1 Short Environmental Assessment Form 4 � Surveys 9 Signed and Sealed site Plans 1 Signed and Sealed C 1C�r as r �, ° Y SOUTHOLD PLANNING BOARDS SITE PLAN APPLICATION FORM Site Plan Name and Location �� ����� � Site Plan Name: matchbook Distilling Company LLC Application Date: 1 U? Suffolk County Tax Map #1000- 48 - 2 - 44.3 Other SCTM #s Street Address 230 Corwin Street Hamlet: Greenport Distance to nearest intersection: 9th Street Type of Site Plan: New X Amended Residential Zoning DistrictLight Industrial Owners/Agent Contact Information Please listname, miillur g arrl�lress,, andla/rare number ,l t the people below Property OwnerDuke & Cane LLC Street15 Clamshell Avenue 4.'rt;v East Hampton State NYS , Home Telephone 646-879-0875 Other Applicant same as owner Street C"i l y_ State, "'Zip Home Telephone----- Other 11,111;=111,11 ® .....,.... ....................... ... ..,. Applicant's Agent or Representative: Contact Person(s)* Robert J Gruber, Architect SLI'ee[ 476 Expressway Drive South °H"y'eNy ZipMedford State ......... w,. - 1170 Office f'clepk")dlc......... 631-654-4949 Other *Unless otherwise requested, correspondence will bse nt o only to the contact person noted here...... . ... . . .-- Site Plan Application Form. 211812010 Site Data Proposed construction type: New _Modification of Existing Structure Agricultural i I1 ange of use Property total acreage or square footage: 1 .541 ac./sq. ft. Site Plan build-out acreage or square footage: 1 .54 ac./sq. ft. _ — ...... Is there an existing or proposed Sale of Development Rights on the property? Yes No _X_If yes, expIaiiii _ I Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? Y X N If"yes", explain (and attach any necessary documentation-title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: e----125__1. 16 ,. Is an application to the Southold Town Zoning Board of Appeals required? Yes X No If yes, have you submitted an application to the ZBA? Yes No X If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: office and warehouse List all proposed property uses Distillery & vinegar production Other accessory uses:, retail sales and office Existing lot coverage: 41 .3 % Proposed lot coverage: 41 .3 % Gross floor area of existing structure(s)-, 27,714 s(Ij ft. Gross floor area of proposed structure(s): no change - . .m.., Parking Space Data: #of c°xa ,ar:„ lay ,� 2 .=# of proposed spaces 28 ��.���r�lia�g Berth: Yes X No —-- ............................ ... - ........ - . ...,. - -. . Landscaping g Details �xistan landscape coverage / I �a) pesal landscape coverage ... .... ®- ----- .... ..., --. ...... Wetlands: Is this property within 500' of a wetland area? Yes No X Maybe 1, the undersigned, certify that all the above information is true, Signature of Preparer: Date: A....� 2 Site Plan Application Form 2/18/2010 APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK Ly -------------------------------................................. .................. ...... A being duly sworn, deposes and says that he resides at AS..............(1�.. nyl e mKOD17 kA/................__V. ............ ...... .,,....-in the State of New York, and that he is the owner of property located at 230 Crowin Street, Greenport, NY , SCTM# 1®00®4B®2®44®3 or that he is the ....... ........... ................. ------------------------------------ ------------------- of the Matchbook Distill]n„0 Company LLC (Title) (Specify whether Partnership or Corp.) and said Corporation is the owner of the above property, which is hereby making a Site Plan application; that there are not existing structures orimprovements on the land which are not shown on the Site Plan; that the title to the entire parcel, including all rights-of-way, has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the pl,-iq ,is approved by the Planning Board. S i Owner Signed .................. ........................................................................... (Partner or Corporate Officer and Title) Sworn to me this -0*L—day of . ..........)Dt�......... KIMBERLYA.JUDD NCYTARY PUBLIC STATE OF NEWYORK SUFFOLK COUNTY LJC.#02JU50748M Now°y^Public COMM.EXP OW05120M Owner's Authorization I, Leslie Merinoff, President of Duke and Cane LLC, owner of the property identified as SCTM#100048-2-44.3 in Greenport hereby authorize Robert J. Gruber, Architect+ �im6erl�to act as my agent and handle all necessary work involved with the site plan application process for this property with the Southold Planning Board. Signature: Sworn before me this � day of �'� ���� a. Mho,rA PU[,3UC STATE OF NEWYORK SUFFOLK COUNTY tic.001O.MU5074 c° S I outhold Plangigg P,M Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The purpose of this forin is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Your Name: Matchbook Distilling Company LLC I.,ast,First,middle initial unlessyou are qpj.Iying in the naive of someone else or other enth.), sn.ch as a cornpan)r. #',,m, ind'icale the other person's or cofn.j.wnY's name, Nature of Application: (Check all that apply) Subdivision or Re-subdivision Site Plan Other(Please name other activity) Building Perrnit Do you personally(or through your company,spouse, sibling,parent or child)have a relationship with any officer or employee of the Town of Southold? "Relationship includes by blood, marriage or business interest. "Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of tire shares. Yes No X If you answered"Yes"complete tile balance ofthis form and date and sign where indicated. Name of the person employed by the Towii.of Southold `ritic or position of that person Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line A through D and/or describe in the space provided. The town.officer or employee or his or her spouse,sibling,parent or child is(check all that apply); A,the owner of greater than.5%of the shares of the corporate stock of dae applicant(when the applicant is a corporation), .................................. 13.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is riot a(.,,orporatioti); ............. - C, an officer,director,partner or employee of the applicant-,or D,the actual.applicant Description of Relationship: ......................................... Submitted this )o .3 day of 4t 20 16, ................ .......... Print Name Leslie Mer.roof"f ..... ..... DiSc[osure Form FORM NO. 3 NOTICE OF DISAPPROVAL Bw!d "�_ DATE: August 1 AMENDED: December 6, 2016 TO: Duke & Cane LLC 15 Clamshell Avenue East Hampton, NY 11973 Please take notice that your application dated August 10, 2016 For permit to open a food processing plant(distillery) at Location of property 230 Corwin Street, Greenport County Tax Map No. 1000 - Section 48 Block 2 Lot 44.3 Is returned herewith and disapproved on the following grounds: ➢`�a 1 ` p a fl a a Ie_ ulres s,jI 1 I baa till l?a'ova1 J7a ck j,jie Sooaallaol_cl;.Tow 9- wini i ritut paa111(m "P() cart 1p..lytotlag,s cgait ,yclNaw .mm daa ,r rr�ac ref L�a�����xarrX� r tads�ai���_^iide( io �Cer�l�� '�'ra�,w��r�����s�i rt��as cla�iir�cP rra���m�,N„tcr�ar�a raca��... or zcd Sig 'itul• �µ CC: file, Planning, ZBA wJ Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. FORM No , 3 OTI tem t' �ICm" 1)IS A,PPRtDa r s llL Duke&Caiie 1-1-C 15 C"'lainshell Ave[ixie East Hayaipton, NY l 1973 Please take nofice alivai Coin-aplificatioiiuasa ���. 'dW( fro 16°air pemift it p c i aiiAisfille-a aal Is returned disi appr'ovc(] oai the i'OHowiuug p`ouluufls- llCw ..yam u� a uo .:.:� a �u� ... � �. wpm a e ro�Ova� 6i_��ryl Ole_�����u�g1OW ��W11��IPa��l�u�w11 BOW-d. Fwurtbellpo prI� uau, rLvIioii 8 : re, ��wu � _ ' �; . �� 11olro __-_. .. _ _ ww _ , aua , �0 ,' / ^� 0001/1 u ooO IZ , v to, p 4 ext: Any'change or deviation to the shove referenced application may require additionadrie' vie*,fromthe'Southold TownBuilding p rt a t. /, a iio � ; i // i / i/%/ //, // ✓iii „ ,ala///////%.,_'� %/ ",,,,; � ;,��; � ;, .., 7 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: August 25, 2016 TO: Duke & Cane LLC 15 Clamshell Avenue East Hampton, NY 11973 Please take notice that your application dated August 10, 2016D U"J,LL, ' Forp ennit toopen a distiller at r P" I� ",AM wrl Location of property 230 Corwin Street, Greenport �onnOio-Board w� County Tax Map No. 1000 - Section 48 Block 2 Lot 44.3 Is returned herewith and disapproved on the following grounds: 11 ,pro)) c�I Lis .r..�clk.i..ires ^�MI�mlal��.t_b «31 Prov«rl froill til . c tiffiold [c��ti+_ii_1'�allning f�c;aard,.. G.rrtla.+.:d:"att r c l rrr aalaal to J. bra 1 m lcz t���, 0-62,.j3,. 1. N_ r�la crl rct lsl rr a .t, cl�r�l "gip.. .ja1 � �cc�_la�ion r,rl�llr'�r�^�rl lr cert.. ill 0 wrt11o1d 'r"oW1.AnMTM" Yyrra ry«rlal v..l r l s _ r , rtc is f......t..... CC: file, Planning, ZBA Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. FORM NO. 3 2 ' 2y'<< P NOTICE OF DISAPPROVAL - DATE: August 2""- ....,,_. TO: Duke & Cane LLC 15 Clamshell Avenue East Hampton, NY 11973 Please take notice that your application dated August 10, 2016 For permit to open a distillery at Location of property 230 Corwin Street, Greenport County Tax Map No. 1000 - Section 48 Block 2 Lot 44.3 Is returned herewith and disapproved on the following grounds: The p. calm y l irN+ , i9c lvtlt'Il myva l� ttt� lft �ar9iold C owi'i:..Nap tjj-q, 13ocjrd. �tti 6=1,1, giiature CC: file, Planning Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. ) FOR INTERNAL USE UrvL r� rp SIT � DETERMI AT(O l S AUG 18 2016 ._ EPIT�.. ,..__._.. .m , .: lAfiok) rowil Planning Poaid initia! p of t nation„ .. Date Project-Name _- _°. cj Project Address �. _ _ ��. _.. ._ _ _ �- �:r�r�itig District: t Suffolk County Tax Map _. ._ . �W l egklOst, �-, l portir �� docun c to .�o d r Dern° �t AppliCation and pp tion° a�to ol�y of P,r�. l r (Nom erl �t7se o� uses should be SLItAlli.tr.��.l.) ermitted:� eterniination as to whether use is 1 nitial D lan is required:_ _ s to whether site p � ._ .. a w . 9 _.. . . AUG 24 201-� ��� 6 ���.��.-_-� Utdwng Inspector t en ( ) eferral: — " P.D. �e i ($ � e of Comment: g Q,D.Date Received:__ (6 w: Cowrat�uaent .. �. Signature �� ls�°�nil,��i �;l�i:.-Sfaff Reviewer FJ Date. JL Decision: . nnaSV�rP. cif Ritilc�a It _ �C1SnP. c �; cr TOWN OF SOUTHOLD B UT1,13ING PERK 1,PPLTCATION C[-FKKL[ST BUILDING DEPARTMENI Do;you have ok need the following,before applying? TO"HALL Board of Health... SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval_ FAX.(631)765-9502 Survey_ SoutholdTown.NorthFork.net PERMIT NO. Cherk-..-.- "I,.-,,,,----—............ Septic Form— N, ,Y.S.D.E.C-..---—,-I Trustees C.0-Application Flood Permit 20_ Single&Separate Storm-Water Assessment Form-, Contact: Aliproved- a 20 it tm-- Dis ed a. .m ..................... 4reC,K AUG 1 0 2016 APPLICATION FOR BUILDING PERMIT August 8 Date 20 - BUILDING DEPT. INSTRUCTIONS TOWN OF SOUTHOLD a fliis appr ication MNST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of p1mis,accuriac plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,anew permit shall be required. APPLICATIONIS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk Codrity,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. Duke & Cane LLC (Signature of applicant or name,it a corporation) 15 Clamshell AvenueMn.NY.-- (Mailing address of applicant) 11 qy9-1'( State whether applicant is owner,lessee,agent architect,engineer,general contractor,electrician,plumber or builder owner ........... Name of owner of premises Duke & Cane .LLC (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer Leslie Merinoff (Name and title of corporate officer) Builders License No............ Plumbers License No. Electricians License NO. Other Trade!s License 1 Location of land on which proposed work will be done: X 230 Corwin Street-,-- ..........Greenport House Number Street Hamlet County Tax Map No. 1000 Sectjo�u 48 Block 2 L,ot 44.3 '---------- Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: 0 a. Existing use and occupancy—boat servicing, and repair b. Intended use and occupancy Distillery and Vinegar production -- - --................................. ... ....... ------------- 3. Nature of work(check which applicable):New Building Addition_,______._..--....—.Alteration. X Repair Removal ,—Demolition..,,,—.--, --,-,Other Work-,......... .. ................ (Description) 4. Estimated CostFee -—,----., (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions' of existing structures,if any:Front varies Rear varies Depth Height.I—- Number of Stories 2 Dimensions of same structure with alterations or additions: Front no chanqE. Rear Depth......_.__..............-", -..w...._.............Height... of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories-,.----- 9. Size of lot:Root625.84 Rear 652.46 Dcpfl:,l 149.92 10.Date of Purchase Name of Former Owner---,.—,--. 11.Zone or use district in which premises are situated Light Industrial 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO X l3.Will 1otbere-graded?YES_NQ_x Will excess fill be removed from premises?YES_NO X 15 Clamshell Ave. 14.Names of Owner ofpremise,,� Duke & Cane LLC Address E.Hampton,NY_"1193 1-'o1'93ftoneNo. 646-879-0875 Name of Architect Robert J. Gruber AddressEW -476... s�j.Dr.S . Phone No_ 631-6"54-4949 Name of Contractor- --- Address---------- Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES —NO X *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES-,,,.—.,--NO,--X *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines_ 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES_NO_X-- *IF YES,PROVIDE A COPY. VASHu PATEL STATE OF NEW YORK) 'NOTARY PUBLIC-STATE OF NEW YORK COUNTY OF SS: NO.()1PA6334587 UU QUALIFIED IN KINGS COUNTY f j,N0'FT"-- being duly sworn,deposes and says that(s)he is the applicant.w.m.%jISSION EXPIRES 12-21-2019 (Name of individual signing contract)above named, (S)He is the... .....,Q VV�� (Contractor,Agent,Corporate {fi,cer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. swosp to before Ine tlA,.q aptday of 0"" 20j,�,_ Notary Public Signature of p lic t FOR INTERNA. USE UNC . SITE PLAN USE DETERMINATIO fl �����G ��� ��4 210'K; 5ry'17hold _..r:�vfn "r InItIgi p ternYinafio� � - Date Sent: project-Narrle'w Project Address: '° Honing District: �. Suffolk County - unt Tax Map No.:1000- ' �. . Rel'u' +este �..� and .�. .�. .�.._ __ _... .. Imaliorz supporting dccunlentattaa�°a a�to (Note: +dopy Of Iuilcllr10 pe, mit Alai -proposed USP- or uses �I�o�.bld be submitted )- � t w � .. initial Determination as to whether use is permitted:_ .� r Initial-Determination a whether site p ed Ian 4 is re u d � . S Wing Inspector Planning Department (P.D.) Referral -.. .. ., P.D.. Date Received: Date of Comment--.— g--- Corm . a � tureo' ia� & .. Reviewer Signa Final Determination Date:—/-- Decision:.- ()f ate: /--Decision: of Riuldino InsnPcnr TOWN OF SOUTHOLD BUILDING PER APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health_..,,.v...............__.._._.. ._ SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C, .w...... Trustees C.O.Application Flood Permit Examined_ .20 Single&Separate Storm-Water Assessment Pomi Contact: Approved 20 Mail to; Disapproved a/c_ Pl one "a•a 1 r' " -Building Inspector � UG 20%, APPLICATION FOR BUILDING PERMIT Date mITmmm _ August 8 �y20 16 BIJILDTNG DEPT. INSTRUCTIONS TOWN OF SOUTHOLD a,This s aapplication 1'u WST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,ac(mrate plot ptau to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. Duke & Cane LLC Si store of applicant W or name,if a corporation) ( gnrp ration) '15 Uamsh tl Avenue�_..Lualup,- a, V.°t"_ _- -- 1Mai9au,g a¢lcird~r;aat agsg�C�ica¢rot� "A"I��� State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder owner Name of owner of premises Due & Cane LLC ..a�.__.�._..� .... �.._.__ ..�.�. .....� (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer Lesiie..-Merinoff .... ..m__.....____----.�. _ .._... (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No._m. mmm, Ix Location of land on which proposed work will be done: 230 Corwin StreetCraer°yort House Number ..-..�_..._.�_...._.....�...�, � .mma e ....... ._ ._ .... ..m... Street Hamlet County Tax Map No. 1000 Section-48 lllc,k,.....2 ----,—,Lot, 44 3 Subdivision Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy boat serviciD2_and repair .................... b. Intended use and OCC11pall.ey Distillery and Vinegar production 3. Nature of work(check which applicable):New Building—— Addition—----- Alteration- X-- Work' (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor.......... If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions' of existing structures,if any:Front varies Rear varies Depth Height �wrNumber of Stories_ 2 Dimensions of same structure with alterations or additions: Front no change Rear Depth . Height of Stories-.-,-.--—----...- 8. Dimensions of entire now construction:Front —Rear -Depth Height --Number of Stories 9. Size of lot:Front 625.B4 R"r 652.46 1'3eptl, 149.92 .................................... 10.Date of Purchase--........ of Former Owner 11.Zone or use district in which premises are situated—Light Industrial 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO X 13.Will lot be re-graded?YES_NO X Will excess fill be removed from premises?YES—NO X 15 Clamshell Ave. 14.Names of Owner of pmm'ses E.Hampton,NY 1193pbo 646-879-0875 Duko & Un� LLC Address Ile No. Name of Architect_Rp_bertj. Grqb%E..............--Address476 Expswy.Dr-So. PhoneNo- 631-654-4949 Name of Contractor., Address --Phone No.- 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO X •IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES—NO X •IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES—NOS_ IF YES,PROVIDE A COPY. VASHU PATEL STATE OF NEW YORK) SS: 10TARY PUBI_IC-STATE OF NEW YOR OF K N0.01PA6334587 CO OP QUALIFIED IN KINGS cOUNTY ........... —being duly sworn,deposes and says that(s)he is the.appHcsnt)hAiISSION EXPIRES 12-21-2019 (Name of individual signing contract)above named, (S)He is the vv�16-r- ,- - (contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. SwoTn to before ane diis —day of 1, 11 nt Notary Public Signature of Applica co cl air /Jr NI o o �w Tj ww+ �"oVI �,„ C]•b --- (U r eoWl, Q U GdJ (11 a 4-1q „w .. �J 00 f L Y �� ✓iii f ju, Qja� � >' �....q ..Y 0 CD Ln E Mill, 4-1 ".j– I ... 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O_ O O� O in ` to ` M Q o ,, ,� Q o u cli :Y � C ,, +_ o �, O s S C) o L v O L a� Q v a, ro — u z O � O '� 41 Y Q C O L Y � a +O-s aero C C in r6 a-+ QJ +-+ � O u au+ L o aj O ro N N m C": L 4-1 L ra t -0 m +-+ � O N N - O I� r0 o m ai y v w a� ru v 3 �n u r� Q o n 2 = ° N Q 4— u �.... Y " iz: a pp ' L fl! I f 0 ki r C4 116 i ..� of cu - Vsa ( 4l1 Q7 CLY CL Mmi 8—a - '. r r L ISr/ rii u low to LJJlrJ `f't5 t.d BAY Pia 7 r CON 41 Ln i r, R5 --^ vy (YJ ® � ! �w»��r „. �w,an+�w � �,.,,,�'�`i iva�,��rw�urN��r✓�iielrt»Nr��W7�� � 3 .. t✓t os^o Q> �r (3 (3 firs jt w, �P t3 Q.,7 4L) 4i ,L! 4✓j `alt ii,� nY '" ul + t 1 4U :'J e,- v tS Po m,, N (U E Ul Lml IP ? »«„FY kA'Y �-�• SNF. ` Q r- ii Town of Southold NN . LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS w d1iG�VOAL96P'pA 1. All applicants for permits* including Town of Southold agencies, shall 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. 1 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", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. 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# - 2 - 44.3 The Application has been submitted to (check appropriate response): Town Board F-11 Planning Dept. © Building Dept. R1 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: Agricultural production distillery & vinegar with retail component. Location of action: 230 Corwin St. , Greenport______________. Site acreage: 1.541 Present land use: previously marina repair shop . ... _._. p m._ .... Present zoning classification:,„ �h 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: ( ) applicant:-"'Ma't'c'hbook hbook Distilling Company LLC a Name of acant: ...M....at.c.... _.................... ..........�.................._.... ,................ (b) Mailing address: N.Y. 11937 15 Clamshell Avenue, East Hampton, (c) Telephone number: Area Code( ) 6,46-879-0875 (d) Application number, if any:, ,_,_ . Will theactionbe directly undertaken,require funding,or approval by a state or federal agency? Yes �l No D If yes,which state or federal agency? 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. L__.1 Yes No g Not Applicable Proposed action is exempt pursuant to Section 268-3 (Minor Actions, Subsection (A) .. g g �m... —mow �...... n_.. Raintenance or repair �1 6Tvin no substantiaa� caiman es in an existing structure or facility) . Applicant proposes no changes in the existing buildings on site. .........._ 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 0 Not Applicable See response to Policy 1 above. 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 E Yes l'_d No EK]- Not Applicable Please see response to Policyeleabove. ._._...................�.... 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 r Yes 11 No ® Not Applicable Please see response to Policy 1 above. mm m Attach additional sheets if necessary 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 Yes No xE Not Applicable Please see response to Policy 1 above Attach additional sheets.�... _ ......m..... ...............--- ....... ......... -...... .........�,,,........ .. .m. _ 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. ® Not Applicable 0 Yes R No Please see response to Policy 1 above. Attach additional sheets if necessary __����. mm m... 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 0 No® Not Applicable Please see response to Policy 1 above. 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 evaluation criteria. ❑ Yes 1:1 No 1E Not Applicable Please see response to Policy 1 above. 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. nn Ye,0 No R Not Applicable Please see response to Policv 1 above. .. m ....... ........ _........ _ ,_ _m..mm� ................ _.. 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 © Not Applicable Please see response to Policy 1 above. m____�m Attach additional sheets if n .. ... �� ., . �.m... .�,. �... .�.-m._..._. .... m_�______ .µ. ecessary 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 Please see res lanse„to Policl mabove. _. ....... ... 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© Not Applicable Please see response to Policy 1 above. ............ . ,,,..... .... .------..,-- ...... .... ..�. 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 © Not Applicable Please see response to Policy 1 above. Created on 5125/0511:20 AM w Short Environmental Assessment Form Part 1 -Project.Information Instructions for Completing Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. — . -----._ w-. ----..._._.,.-.._._ ....... ...............- ................................. Part 1-Project and Sponsor Information Y Name of Action or Project: Matchbook Distilling Company LLC _..__. - _............ __........................... _ .°... ._._._................................................_. r Project Location(describe,and attach a location map): jJ 230 C orwinStreet, Greenport, NY . ........ Brief Description of Proposed Action - ..._._._.__. Distillery and vinegar production r Name of Applicant or Spons �._ __.•s_.� - 646-879-__.- or: Telephone: 0875 LLC -------- _ - Due ane E-Mail: leslie.merinoff Csgmail.c o r7 �... ..��._.__. ...........__ . -_e __ __ �. — Address^ 15 Clamshell Avenue r IPO: ------------ _._ State: , C' Zip Code ry East Hampton NY 11937 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. ix --- -1-Doe's the requite a permit,approval or fundingfrom an other governmental Agency? NO YES proposed-action Y g If Yes,list agency(s)name and permit or approval: Greenport sewer district and Town of Southold ZBA El FxJ Suffolk County Dept. of Health Services i' -- _._ ........_ -- al acreage of the site of tl..... ----- -----�...�..-' __._�.w�a. 3.x.Tot g re proposed action? 1 1 acres b.Total acreage to be physically disturbed7 lrl acres c."Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? _ _acres _ _._�m_,m. __ ._'.. -- m............... m _...w. .. ..,. .. 4. Check all land uses that occur ort,adjoining and near the proposed action. [::]Urban ❑Rural(non-agriculture) E]Industrial [-]Commercial [OResidential(suburban) ❑Forest DAgriculture []Aquatic ❑Other(specify). ...... ❑Parkland Page 1 of 3 .. _.. _�._._.. 5. Is the proposed action, O )bE$ _N/A-.. a.A permitted use under the zoning regulations? X b,Consistent with the adopted comprehensive plan? _ 6 sthe proposed action consistent with the predominant character of �x' g man the existing built or natural landscape? 7. Is the site of the proposed action located in,or does it a O djoin,a state 1-stM Critical Environmental Arca? NO -YES If Yes,identify ds �........ a........ �_ _�. _ _e 0 8. a.Will the proposed action result in a substantial increase in traffic above resent levels? NX� YES .. p p... t p b.Are public transportation service(s)available at or near the site of the proposed action? 11 1 e on or near c.Are n pedestrian meet or ations or bicycle exceed exceed the state energy code rbl uirements�site of the proposed action? N ) YE 9.Does theproposed gY eq S e p p requirements,describe design features and technologies: If the proposed action will exceed action connect to an exlstln ubli private water supply?.. ... .. _ �..S 10. Will the proposed � �� g p 1 N YES If No,describe method for providing potable water: ��._._... �.. ❑ 1 ill the .. .. _.._... prop- osed action connect to existing wastewater utilities? NOmmm Y1 If No,describe method for providing wastewater treatment: ............_..._ .� ._ El . contain a structure ...� ....._... 12. a.Does the site _. that is listed on either the State or National Register of Historic NO YES Places? El b.Is the proposed action located in an archeological sensitive area? 13.a.Does any or other f the site o regulated a action,or lands adjoining the proposed y portion of the proposed I ' g p p v ed action,contain Nt:t YES tlands a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ® ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: - -- 14, ------- Identify the typical habitat types that occur on,or are likelym to be found on the project site Check all that apply: ❑Shoreline E)Forest ❑Agricultuml/grasslands ❑Early mid-successional ❑Wetland ❑Urban USuburban on contain any species of� , � _ .... 15.Does the site of the proposed action animal or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 1.6.I the project site located in the 100 e..__.. ...m___ � p � year flood plain? NO YES ox .. �.,._. ? NO y15 17roo osed action crrge,either tGom pomt or tttct-poirt so If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO ❑YES b.Wil l storm water discharges be directed to established conveyance systemsrunoff and storm drains)? If Yes,briefly describe: 4]NO []'SSS � ....�w� ...�m WW.... ��..- Page 2 of 3 .............I---�------------------------ .........—......................... ...... ........................ --—-—----- 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size:-, ........................................."I'll".......... ................................ ....... ........... ------------------------- .......................................................... .............. .......-.t................................................ 19.Has the site,of the proposed action or an adjoining property been the location of an acive or closed NO YES ............................. solid waste management facility? If Yes,describe: --------- ------------ ----------------------------------- .................................................................................. ................................................. .......... ............................. ............ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or N 0...................YES ............. ... completed)for hazardous waste? If Yes,describe:................... . ....................... ...... ----------------------------- ...... ..... ................... ........................................------------—----- ----------------------- .................................. —--------------------- ........................................................... .... I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND A(,,'CIJ RIIATIC11)THE BEST OF MY KNOWLEDGE I nbet ly A. Judd, Esq. -------------------- Date: ar aoN^nanic: ............ ................... Il signature, ----------- ................... [:PRINT FORM Page 3 of 3 x MAILING DRESS: QF / , P.O. Box 1179 PLANNING BOARD MEMERS Southold, NY 11971 DONALD J.WILCENSKI Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 (cor. Main JAMES H.RICH III , ✓ �a �: ut Youngs Ave.) l MARTIN H.SIDOR C'9UNTi t �, Southold, NY c. Telephone: 631 765-1938 www.southol dtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department - Date, epartment .Date: December 9, 2016 Re: Deferred Revenue The Site Plan Applications referenced below have been accepted by the Planning Board and the funds may be processed to Planning Applications Revenue Account 82115.10. Thank you. Applicant/Project Name & TaxMap # Amount Check ., p k Date �Sannino Vineyard� - 101-1-14.6 1 $700 8/25/1 5 -Surrey Lane Vineyard 69-5-18.1 $1,760.60 8/29/16 Purita Wine Production 51-3-5 $1,000 8/2/16 -Matchbook Distillery 48-2-44.3 $250 9/23/16 JM "` MAILING ADDRESS: PLANNING BOARD MESouthold, NY 11971 ERS �DF 5rak P.O. Box 1179 DONALD J.WILCENSKI � Chair OFFICE LOCATION: WILLIAM J.CREMERS '�.�„ Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H. RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR COUN Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting Department From: Planning Department(. Date: September 23, 2016 Re: PaLment Please deposit the attached check into B691: Deferred Revenue. Fee is for an amended Site Plan Application not yet accepted by the Planning Board. t NaAmount Check Date/No. pe Matchbook-Distilling Amended Site 48-2-44.3 $250 9/16/16 - $250 Plan Application Fee stillin. Co,... .... _. Matchbook Di JM Aft .�„a"urs"'C"m'aGSs.��tm,:'nra:,"7�t'�"�t �n�w�.w.uiV'�d�k"' 'wiYGM ,+%,�^�e.:...:rr�ti�bPw�uut�,i�`,.�:.�«xM1�ukm�u�k'�`G°�wmmwr°� `� ",�"t,�(wur�me,"Y✓,J'lfia�' '�"v:,�.'+�""rf�'"�Yd�r4�;terr..,�d�.��✓y'.,+ �q'P,�.�.�:,.uki�'�'�'.,.��"Niri�.*wr"r8;.:�t.�? �::w��✓,�rtms�t " '„�,�n�,w4 &'JS�at' �;ra�i��sr�'t'�r�:�":;r:°r"�'? p. ` MATCHBOOK DISTILLING COMPANY LLC 1024 15 CLAMSHELL AVE. EAST HAMPTON,NY 11937-1114 PAY DATE_ _ ... 2io621 1 TO THE ORDER 51F —...Twp 6,-......._Ov vV,� m,.. (D l� — ..� zd�) -, _Ilk �� . ...._DOLLARS IJ __.. CHASEd JPMorgan Chase Bank,N.A. www.Chase.com FOR ...... ....... 11000 10 24ii 1.0 2 L0000 2 0: L 113 111 � ISHEETINDEX BUILDING DATA - MAIN BUILDING1 . BU I LIQ I NG DATA V I NEGAR BUILDING . A-I II1GOVER SHEET, GENERAL NOTED AND EGRE55 PLANS BUILDING OCCUPANCY / USE : B BUSINESS / 5-2 LOW HAZARD / F-I MODERATE HAZARD BUILDING OCCUPANCY / USE : F-1 MODERATE. HAZARD OCCUPANCY . . A_2 SITE LOCATION PLAN CONSTRUCTION CLASSIFICATION: TYPE IIB / IIIB CONSTRUCTION CLASSIFICATION: TYPE IIIB - .. : I. .- A-3 SITE PLAN, CALCULATIONS 4 DETAILS MAXIMUM ALLOWABLE HEIGHT: 55'-0" / (4) STORIES M-AXIMUM ALLOWABLE HEIGHT: 55'-O" / (3) STORIES A-4 PHOTOMETRIC, SITE PLAN, CALCULATIONS 4 DETAILS MAXIMUM ALLOWABLE AREA: TYPE IIB: 23,000 / IIIB: Iq,000 MAXIMUM ALLOWABLE .AREA: 12,000 A-5 FIRST FLOOR DEMOLITION / CONSTRUCTION PLAN = VINEGAR BUILDING . I . .IIEC�i�ESS 0ALGULATIONS: MAIN BUILDING PART B AREA: +/--4,272 S.F. . AUTOMATIC FIRE SPRINKLERS PROVIDED: (EXISTING SPRINKLERS TO REMAIN / BE MODIFIED) AUTOMATIC FIRE SPRINKLERS PROVIDED: NO . . BUILDING TYPE: 1113, .. . . A-6 FIRST FLOOR DEMOLITION / CONSTRUCTION PLAN - MAIN BUILDING PART A MAXIMUM HEIGHT INCREASE PER BG504.2 MAX. HEIGHT -15'-0" / (5) STORIES MAXIMUM HEIGHT INCREASE PER BG504.2 N/A � ALLOWABLE AREA HEIGHT: ' B OCCUPANCY: 26,000 S.F. / 4 T.O11 (557 GOND FLOOR DEMOLITION / CONSTRUCTION PLAN - MAIN BUILDING MAXIMUM AREA INCREASE PER BG506.3 BG506.4: TYPE IIB: 6q 000 / IIIB: 5 ,000 MAXIMUM AREA INCREASE PER BG506.3 BG506.4: N/A SPRINKLERS: YES A 7 5E L ' . SINGLE OCCUPANCY: YES A_5 REFLECTED CEILING PLAN - VINEGAR BUILDING, MAIN BUILDING PART B ACTUAL BUILDING HEIGHT : +/- 38'-10" / (2) STORIES ACTUAL BUILDING HEIGHT : +/- 17'-q" / (I) STORIES OCCUPANCY: (B) BUSINESS (5-2) LOW HAZARD STORAGE.r..�p��F...e,-�L'..I,l...:,�.'.:I...--'�!�...,II.,I,I L,.I..-',....1r...,��''.�4--...,...,'.1I.II�':.I1�..::1.1LI-,.,-.-,,I,:.--.Ir I...'4...I�,:..�.p.1�,,*�-I-�,r,'.1,II.-.1-.L�.-l-�.1-..il....�I..I1.1...�-�I.II:I'1+..�+.1�.,II..-.FI+..'.I 7-��...,L.�.If..1..1L,I1r 1.,.-I�.'..�..-I�1.....,.'�::1.-I..--..I.I...I I1i:.i11.I.,:I!IIi..iiII!I1I I1 iI+. .I..1..'II.�+.-I 1�I�,�..1 I�.....r.I...-�I..,.1I.,..��-..I...�.'II.^�,......I.IT I...�.I w--I�.�-��I�I.::+II I+.o.I�I...�-,.......II I I�...rI.."..,...�-....-�II.....I 1.I...-.�.I.�I,.,...�III1.....�......-+...++-I..+I I...-I...",..�.I'�.,.�.I1.I.I.I....+-I..:I....�..-...I 1�...�,.......�.�.II(....�47 I.I�I...I.....�I-.6..I�..I�.I I�..-.I.I I.II I�...I�1.I..L.I�-�. �..I.III 1 I 1...�...s�..I I:;..-.��.I.I-'�.F�.�-...�.II I.�..�-III[I.���.I�,I.11Ib�I�11I-I......1...I.�.I.+.I"I',.1 I.1I.I�II I.I.I.II...,I.�..-..I�-�...I I.I_.I 1...I.I.I�I.I�....4...4�....I I 1�II+..1.'II-,..I.III.I......I..I.��I-.I��-..II-.I I:.-1�I...I.I..I.II.I IIII-.r....I 1,�.I,�I.1.I...I�..I.�.I..�...I.I,.IIII.,.I.�.I�I-.-��.I�./.I III..,II.....�.II.I..I-I�.4.....I.. I 1....�.�L II�I.+.+�1I.�....�.I".�.I..(I*..II II I.II..,I..,.�I�.+...I-I..1'I.�_.1'�I.-.I..I-II1...��11�.I 1..I.�1-.����,�I�-I+..III..�...�-I..1..I0I.-.-.I:-II1III--.I I�'r.I1.I.I I,.I.-�....2....I...�I I:I.-.�I.--....rI�I I..--'�..I1 1...I...+...I..II I I..I.�..�.IL 1�.-....�..I N.I�.....1..IIII...I�I�Ir.I+I....I I.,..rI�..II4I'II.rI.1.I:I-.�I I.-1Li I�..I I�..I1�:,�..D-,I.I-..�I.II.l.�.�...-..�.�-.I,L..I I�.r.��.I,t,II1!.�..:AE=:I EII.:.II.�:.I I-:I...IE..-I� .I..=.-.I�...I�.-I1.-��.1,.-.I'I�.11..l.II I.�..�1�.......�1.�.�.I.��I,.-..I-�.�I..I..+.,F�.I 1...I..I...-I-.1II1I.III 1WL I 1 I IIMI...1I.'I�..I,I III.I 1�I+�I�...-....M-I I.�.�.;;,,-.:I...����.,-., �11.,1iI1i_.-�1II.I�,I II r.- --- ..*-II.�- I.I��. .I..--,�....,.7 .I-��77..-X.I II Y--.�I. I..-II.w...II� I-_...I.I�I.T..I .I I.�I��..�.-",'..-I:,,.�,I-I EI I ....�I1.Cr.-...F� )r-I[-I�,.rl-I(I.I. FLOOR AREA PER OCCUPANT: .-.I.�+--I��.,._.--:r.1..I.�.,:II.:-+..�'..1:.+'-�-.,.�1.1�...-.r-.1.,,�,.,.I.I...'�,.,,.,.'1....,�I"�..�1+.�..-..�11I..�"I�.I'.�...I.......1.I�i'.��.,.�"�r�-.l�--.I.II I 1.I.-.,',..�,�,:..-,I1:I�..�r+.�.,I�.I-I�..:.. _ �I,�1...-..I�.4.I..7 I 1-I....I 1,I�I,�.I...1III�.t.IC-.r.I.I I:.,II�rI-1.1 I.I.,I.I1 I.*I�.,5 I I.III�..II.I... -1��n....S..+.1..I I l-I.I--���IIII..I HI..I.��I.I.I..�.I-.I I I �r'�.I�I .+1 I.,1.I.L:�,I...:i,II..�,I,II.�.......�L.LI I�... ::��I7-.�-II I.I.-I I.'I,�I�.�1I:"I.�.�I..I..1I�I 1.I�+,..�I.L, -I.14.�iI.I�I..��.o r.-I,�I�.,,.I1I,I+I,1.. I 1�..:r.....,,'I.I...L I�...:L.A��I-I�. .I I I I.I.-I.1..L 1Lr.-I�I'.�..Ir-�.I.�.II .- .-....�I....�I..--I.I 1.��r�.I.1.:..�..I I .'....II...II�1�.I'.4I.II I.�..�.1.II'.."I.�I..r..1+I..I� ,I..:.1I'.I.�...-.I...1...r.�"-I 1 ..I�....1..."*.'., FIRST FLOOR REFLECTED CEILING PLAN - MAIN BUILDING PART A ACTUAL AREA OF BUILDING : IST FLR: 24,26q S.F. / 2ND FLR: 4,2-12 S.F. / TOTAL: .28,541 .�F. ACTUAL AREA OF BUILDING : 2,257 S.F. 500 S.F. GR055 WAREHOUSE / 100 S.F. G - �.I..l..�.,j,�' ..I.-�..Ii::II1- --�,..I�I:1L1..'.,..1.I.I�..'.�..�+-%.�,I,'....-,':�.,�..%I+....I.+-�:.,".."I.:-I.-..L�'�.-I;.,I�,.I.�I.I.�..,-'..�I.,�--I.�-.,...-.I 1..':,.'+:..'.,-I.+.,...I...%,�*.',..1,...-.,--Il..-.1"�..:�..'I,I.��r:��1,,'.:,I,I-1-:'+'..i.".,I�.-�- .'�I-..I-,.'.'..�,I,..*I,�I,I.��''-.I.I..�.-�-�.'1�"�-I..�I......�".II:..'I�I.--�.i.I-,...,",1..-":I:�..II.I,I..��-,1�.,,r1.-':�...1:.�':...Ir.1I,I,-I,.-I�'.%II I:.--���+.,.I�-I..I.�,...'�%..-.:,�.�II-:�'.�L,,,.�1:.I 1...'+;+*..��11-.-I+.,.....I.I-..�,...:,1.,�1�-�..II.+..,-�I:-.,.L-1'...I I+..�I...::.�.1-Ii..,.-..,-�..-.�I-:I..�-I I-:'�.�,."I..;--,,.�I..�III..-.+...-I,`�I,.�:..1....I,'.,.�", .-.,-..:�.I�.l.lI+I.-.1.�.?.I.-.I+:-,-II...I*..LI-1.I'.---�.��1',,,,+.-..:�--�+,.'"...,'.1.,,,.r.:II.-.�.:.,�,�,.-,,1-��..1:,�,+�:-1.I.:..I:,.1I�'�_..�'+....".I,.1.....'.I.,.+...�..,.,.�.-..,...:�.1...+�,+-,-I ,���-.,.�.,._..-'+I I-I-;Id:-,.:.,�,.:1..I...�.'�.�-:.�..;.,,.I..,�:..-...1 I,.I;...I I:..���.-..'--,� �.�-.,_.':I',.I-.4 I�:...�.I.��,"-..--I�,.,r...�.��.1.I::r:-4�,.;-�.�L,.�.:.II....,I;:.,I,-.-,.�'-�,--I.:�-.-'-..I..-,..1..I-I�,'"'I.-���,,....-.+�.,I I-"..I I,,�.�,...�..,_-��.I.��1.�-'-1i--:�I-I�,I1.�+'1,:I-�,��.I-1...,1�"_,..1 I.I 1,I.-�-I+I....,,�.:1�-'-I.q-:-��..,i,�+.-+:.�,+l�-1.�_.�. ..I�'..I.I,1.,.:-�-..�I1-�,�:..-!�.�l�I,..-.,1.",1,.:"I,�II�.I I�.I.�I''I-:.:+:,,l:.�-.-..�..:�I.,I..,��.,".-*.E++.,.-�-..IIrI..1,.II+.1:.I."..,-:�!�,�-..-".l-:-q: A-q 55 BUSINESS, SECOND FLOOR REFLECTED CEILING PLAN - MAIN BUILDING PART A - . RO I.'I�%I-��r.,��II...-.,1-'..-I��.r.I1...1..�1II.�"I...I 1 l,,:.�,.��:�.-1.�%�.,,II-,-....II..� I.-..f .,"I,.:.�4I 1�"....'"..I�.� ..I I�+:.:.......r.�.�..I r I I i��.I.��I-I.I.�I-....I I.,..'.I 1I ..-.1.I-.,l-.,I�II.,�'-..I I..,��-..'�....�+I+I�...:1.i.:�.I.II.I.I+!r..,:�1",'-..'.�:..,-.,.II.,II,'1IIII-. ..,-��:I,��-:,.�..I:.I1.�II�%"..!�...I.....:��..-..�.�,...-.�.1.*.:�-.:-I,1'.-.l...II. +�...-.+1.-.�.�l'...--�.-+1 4 (3,IIq S.F. / 500 = 6) + (1,153 S.F. / 100 = 12) - .. I. A-10 G IS TOTAL.00CUPANTS . DSS I GN LOADS INCHES PER OCCUPANT: .2" FOR STAIRS / .15 FOR ALL OTHER COMPONENTS . . • A_II DOOR SCHEDULE, WINDOW SCHEDULE, WALL TYPES 4 PLUMBING RISER5 PER TABLE 160-1.I - - - . 1i1 .�...r.�....-_�1". 1.�. I ....I. 1I rI rI II .,.: _ IS X .2 = 3.6" REQUIRED / 15 X ,15 = 2.`i" REQUIRED OFFICE AREAS CORRIDORS EGRESS GALGULATION5: 52" WIDE STAIRS PROVIDED / (2) 36" DOORS PROVIDED , AREA: +/- 2;25'1 S.F. NU ER EXITS• 2 LIVE LOAD: = 40 LBe,./SF LIVE LOAD: = 100 LBS./SF BUIL. YFE: IIIB ALLOWABLE TRAVEL DISTANCE: 300'-O . _ � . . = LE AREA d HEIGHT= 12,000 S.F. / 3 STORIES ACTUAL TRAVEL DISTANCE: q5'-4" DEAD LOAD: - 10 LBS/5F DEAD LOAD. IO LBS./5F ALLOWAB DOOR SEPARATION DISTANCE: q3'-O" / 3 = 31'-O REQUIRED (36'-10" PROVIDED) SPRINKLERS: NOT REQUIRED . TOTAL DESIGN LOAD: = 50 LBS./5F TOTAL DESIGN LOAD: = 110 LBS./SF SINGLE occuPANCY: YEs . OCCUPANCY: (F-) MODERATE HAZARD OCCUPANCY -- . ROOF I . FLOOR AREA PER OCCUPANT: I I - .. ------ j.. .. . EX15 NG . . LIVE LOAD (SNOW): = 50 L35,/5F 100 S.F. GROSS INDUSTRIAL / 500 5.F. c. WAREHOUSE: .EXISTING T RAG . , STORAGE ,, TO +/- 774 S.F. / 100 5.F. 8 + +/- 1513 S.F. / 500 4 (12 TOTAL OCCUPANTS) TO REMAIN EXISTING ' DEAD LOAD: = 10 LB`?J5F INCHES PER OCCUPANT: .3" FOR STAIRS / .2 FOR ALL OTHER COMPONENTS '', . -" . . MISCELLANEOUS: = 10 LB5./5F 12 x .2 = 2.4 REQviReD ' ❑ _ 1 rAI STORAGE TO . (I) - 36 DOORS REQUIRED I REMAIN TOTAL DESIGN LOAD: = 50 LE3�,/5F. - NUMBER OF EXIT5: I I EXISTING i . „ TOTAL TRAVEL ALLOWABLE TRAVEL DISTANCE: 300-0 DISTANCE: q5'-4" - - - - STORAGE , WALL ACTUAL TRAVEL D15TANCE: 61'-4" TO . DOOR SEPARATION DISTANCE: N/A - I EXIT B �1 P. MAIN I j - 11 �J WIND LOAD: = 50 LB-r- Tor�,L TRAvEL NERAL NOTES -= - Dls TANGE: . WIND $ SEISMIC LOADS: - - - - - -i E Tom- . . -- -I: Wind . I. GENERAL CONTRACTOR TO FIELD CHECK ALL EXISTING .MOST I • GING WORK. Bas I c 'W i nc! .Speed , , . . . . . . ; . 110, 00 Mph ❑ ❑ ❑ - - CONDITIONS BEFORE COMMEN - REMOTE ❑ W I nd I ri ortance Factor~ C I) , , , 1. .15 - I . . p POINT Wtnd Exposure Category , , : . ; 2. GENERAL GONTRAGTOR SHALL COORDINATE ALL ARCHITECTURAL, �1GE Interna 1. Pressure Coef C GCp I) 0, 18/-(�, 18 EW - N A WORK. . r] 0 ❑ 5To Excess, STRUCTURAL, PLUMBING $ MECHA I G L , Loads for cornpanerits Piot prow I dna by. bu I ld i ng manufacturer I STOR• Corner Areas C w I th I n 4, 20' of .corner) 25, 88 sf ressure- �34, 66 sf suet i on NEN .; .L1E_W To 5. ALL WORK SHALL COMPLY WITH THE N.Y. STATE BUILDING CODE. P P p 0 INANCES HAVING JURISDICTION. ❑tier Areas 85: 88 psf pressure -28. b8 psf suetion _ TON'ET TOIMEN 5 I REMAIN ,O2010 AND LOCAL CODES 4 ORP .�-��esevarehe maximum vatiles required based on a 10 sq ft area, I O I . , 4. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR ANY DAMAGE Components w I th larger areas May have tower wind loads; - TOTAL TRAVEL , . SUSTAINED TO EXISTING BUILDING, PLANTINGS, ETC. DURING I m❑ 1 ❑0DISTANCE: 14.-0 TOTAL TRAVEL T' -I - - - - - CONSTRUCTION. Se I sm I c DISTANCE: "f0'-8" - - - - - - .. - - • /� • : ® I CONCRETE MASONRY: Seismic .Importance Factor ( Ie) 1, 25 - - Seismlc JJesign Category ; , , B . . Soll SIte .CLass , ; , ; ; ; , ; , ; , , , ; D Stiff Soit .. M T 05 I. CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH Ss , , , , , ; , , , , , , , , , , , , , ; , , 0, 862 'g Sds . , , . 0. 278 g .FIRST FLOOR EORESS FL1"'�I `4 ,: THE LATEST A.G.I. SPECS. FG=3000 P.S.I. MIN. AT 28 DAY TEST: Sl , :.+ Il , , : , , , , , .. , . , . . , . O, 061 g Sd 1 , . . . . 0, 098 g L O O R R o No rE ; (A.G.I. 518-63) Analysis procedure , . , . , : , , Equ i va t er7t Lateral Force SCALE: 1/16 -I o . . Co t urin Line. A t t .. : : . , 2• ALL EXTERIOR WALLS, FOOTINGS, COLUMN FOOTINGS SHALL Daslc Force Resisting Systerl H �( I I �l6R Bl� I LD IrI SCALE: I/I6"=1'-0" BEAR ON UNDISTURBED VIRGIN 501L HAVING A MIN. BEARING Response Modl f i cation Coef f i c i ert-t �R) j, 00 i `� . BU I LD I I �l . ON 1.5 TONS PER 50. FT. Se 1 sm i c Response Coefficient .0 Csa 0, Og - . . • NO CONCRETE SHALL BE PLACED ON FROZEN GROUND, CONCRETE Design $ase Shear in k I ps ( V) 34, 82 . 3 $aslc Structural System (from ASCE 705 Table 18. 8-1) LODT�,- . . PLACED IN WINTER TO BE PROTECTED IN ACCORDANCE WITH H - Stee t .System not Spec I f 1 cq t t y Deta I l ed for Se I sm i ct Res I stance STANDARD CONSTRUCTION PRAGTIGE5. 4. MASONRY UNITS SHALL BE HOLLOW LOAD BEARING TYPE G-10. F-C7RESS GALGULATI ONS: - - . . � . . . . ' . AREA: +/- 25,251 S.F. .� '�I.lI r�..-.I L.-(�II I...I.--I...+.I-I�-�.-I�---..-���I�I� I .r ..1-I.I I .�II L I I, ..I.�I IL I I�I.:I I I I. --.I�I.,.-.1:D.��4.I.-...--.� I., II II 5. ALL MASONRY WALLS SHALL BE REINFORCED WITH "DURO-O-WALL" BUILDING TYPE: IIB - REINFORCING EVERY OTHER COURSE, CONTINUOUS TYPE, UNLESS ALLOWABLE AREA d HEIGHT: ❑ TOTAL TRAVEL OTHERWISE NOTED. B OCCUPANCY: 26p00 S.F. / 4 STORIES (55') DISTANCE: --l'-8". . 52 OCCUPANCY: 26,000 / 4 STORIES (557 o I . . , 6. RE I NFORG I NG STEEL TO BE NEW BILLET STEEL I NTERMED I ATE 72 OCCUPANCY: 23,000 / 3 STORIES (557 I . GRADE CONFORMING TO A.S.T.M. A 305-DEFORMED BARS. SPRINKLERS: res SINGLE OCCUPANCY: NO I . "" .:.. � . . . -7. ALL REINFORGING TO BE HELD IN DESIGN LOCATION BY MEANS OCCUPANCY: (B) BUSINESS 4 (5-2) LOW HAZARD STORAGE 4 (F-I) MODERATE HAZARD_ I NEW - I� .I �rI .....I+II .�... I...'.-. 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FLOOR AREA PER OCCUPANT: ® I STI . 500 S.F. GROSS WAREHOUSE / 100 S.F. GR055 BUSINESS / 100 S.F. INDUSTRIAL I AREA , _ 2 S.F. / 100 = 65) + (14101 S.F. / 500 S.F. = 28) + (2 bql S.F. / 100 = 2'i) = 8. NO BACKFILL SHALL BE PLAGEP AGAIN5T FOUNDATION WALLS - - . - - NJ=W . MPORARY BRACING HAS BEEN INC TOTAL OCCUPANTS -----a UNTIL SUPPORTING FLOORS OR TE of ER . -- -- - 120 X52 24GREQUIRED 1/ 20 XT 5R518 IREQUIREDL OTHER COMPONENTS ROOM 1 . . ° `'L'` J --- L tJ �, . CONSTRUCTED. _ . . I RTING FLOORS OR 52" WIDE STAIRS PROVIDED / (4) - 36" DOORS PROVIDED i I . _ N19'X NVYX N47X NV7X q. WALLS TO BE.PROPERLY BRACED UNTIL 5UPP0 L NUMBER OF EXITS: 4 - . ROOF TRUSSES HAVE BEEN CONSTRUCTED. ° ° _ _ -° _ »"' »""` N : . . . . ALLOWABLE TRAVEL DISTANCE: 300'-O" --=------------------------1-4---------------s---------------a--=----=----- 4 ' s II pI.. II Ir ACTUAL TRAVEL DISTANCE: 15q'-'1" .. 10. CONCRETE FLOORS SHALL HAVE HARDENER AND SEALER, FINISH DOOR SEPARATION DISTANCE. 240-3" / 3 = 50'-I" REQUIRED (-10'-4" PiROViDED) I I : 1 _.__ PROPOSED .. ...-I. ........�....+�.I.I-..I.�..+II..-+.....I I.�.I�.-I...+�.�....I I+..I.....I II.I 1.+�II�..I�..:..I...... [E_+1-... .�-.EI I_. �IIIIIIII� �. ..1 I...�I I I....�.. I r .I�...-+. .I...+.�+.�...I...I�'...I .1..- � ...I�.I.'.....�., I. I 1 TO BE STEEL TROWELED. . I :XYG0.X =__- NEW MENS PTAG NG AREA. . 11. ANCHOR BOLTS SHALL BE HELD IN PLACE BY MEANS OF TEMPLATES: I . 1 '°::r°" ® MENS 1 . TOTAL TRAVEL ( I EXISTING RG, TOILET .I 12. PROVIDE MASONRY ANCHORS A'T THE END OF ALL BRIDGING LINES. DISTANCE: 15q'--r" p__= o . 1 0 .STORAGE . • . . i ---� NEW � 1--_ I ACK ===i CHILLER 4 . I=== TO --- . . ,. i MISCELLANEOUS: EXISTING --� I REMAIN ___ . . AREA 1 :--- PUMP TANK . � iiiil ; - , . I. STORAGE , .:. . , ----� C- ---To . I. THESE DRAWINGS AND SPEGIFIGATION PERTY(OF THE EARGOF REMAIN I- . SERVICE AND SHALL REMAIN THE PRO HITECT. ° ----------- - -=----------------- }:-------------a----L__----°--=- ---=-"--------- WHETHER THE PROJECT FOR WHIGH THEY ARE MADE IS EXECUTED - ` , OR NOT. THEY MAY NOT BE USED ON ANY OTHER PROJECT EXCEPT --------------- • � , - - - - - - -I- - - - - - - - - - - - - - - - - --I NEW LIEW NEW EW BY WRITTEN AUTHORIZATION OF THE ARCHITECT. Ex15TING GRAI . NEW HLT + CLT MASH TUN COFFEE N 2. THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR WORK NOT STORAGE FERMENTATION AREA ( REA AREA AREA XIST ' EXISTING STORAGE. CONSTRUCTED ACCORD I NG TO THESE PLANS OR NOT UNDER HIS To I /= .� .5 �„ -- ogTOILET . REMAIN I :. ® " lJ U r__I.-IrI I r r�.I.I�I�.rI I 4.1.,.1.�.+..-..��.I r..' -- PERSONAL SUPERVISION. _ _ _ _ _ _ - _ - I . � TOMAIN REMAIN i INDOWS AND DOOR FRAMES FRUIT ..�X N11OX I auoX .K,aX .ua: 5. ALL EXTERIOR JOINTS AROUND W .,, MECHING OPENINGS BETWEEN WALLS AND ROOFS/CEILINGS AND BETWEEN WALL I I TO ARE .~ i O TOMAIN PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THRU : . o r. WALLS, FLOORS, AND ROOFS, AND ALL OTHER SUGH OPENINGS IN THE --- ---- -- - - . - - BUILDING ENVELOPE SHALL BE 0A5KETED, CAULKED, REMOTE , , E `"�-1! l I1� WEATHERSTRI PPED OR OTHERW 1 SE.SEALED. - . - POINT - , P��R,0.9 2 197 �- 4. HEATING DESIGN 15 BASED ON 6000 DEGREE DAYS 10 F F I RST FLOOR EORESS L N - IAIN B U I L D I I `l O . . . OUTSIDE DE51 GN TEMP. 700 F I N51 DE DESIGN TEMP. - '",, SCALE: I/I6"=1'-O" St�!i°hci;' -, I _ ''�I,i,i-urG3� ''c' ENERGY GODS NOTE: - . . I. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, THESE PLANS ARE IN COMPLIANCE WITH THE ENERGY . . " PLEASE BE ADVISED THE GOMPLIANGE GERTIFIGATION ,IS BASED CONSERVATION GON5TRUGTION CODE OF NEW YORK STATE, . - . . ON PLANS AND SOLELY FOR THE, PURPOSE OF, OBTAINING A . GHAPTER-5, SEGT IONS 502, 503,, 504 $ 505. . . . BUILDING .PERMIT. IN ORDER ,TO GO MPLY WITH TOWN GUI DELI NES . ADDITIONAL INSPECTIONS AND TESTING MUST BE DONE TO OBTAIN: . . . A GERTI F I GATE OF OGGUPANGY . . PROPOSED INTERIOR RENOVATION FOR > .MATCHBOOK DISTILLING GOMPAWr LLC , . . . . v �� . �® W oR �4r �p'� � '� 230 RWIN STREET 6R�NP T N.Y. II144 . �`�1. APPROVED BY: p ,. Se E. A5 NOTED DRAWN BY.RK . Q. DATE: 06-20-16 REVISm BY . Robert �J. Gruber Architect . . . 13511 '� 4-16 Ex re.551^1a Drive'50. Medford, N.Y. 11165 (631) 654-4g4q ISSUED FOR PERMIT 08.10.16 (DENAIL) RESUBIMITTED TO PLANNING 11.0'1.16 RESUBMITTED TO PLANNING 01.03.1'1 O COVER SHEET, NOTES, D R. 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GRA55 A DA TY011 WIDE X la'-O" DEEP STALL SURVEYS 4 SITE PLANS BY: - To BE MAINTAIN GARRET A. STRAND ARCHITECT "`' .� I• �1 17.7' 0 84.24 I �f 109.99' INSTALL NEW 6'=0" HIGH MAIN ROAD P.O. BOX 1412 SHAD - - OA ..o - . IP . RIVAGY FENCE SOU OLD, N.Y. 11971 AS PER OWNER THH FXIS7, G}�,gSS N DATED APRIL Tet, IQel3.. . . A1 n ' 41� N 19.0' + S. n 1'O BF M'gINTAIN DA 5 3i . �C / 34.27' RICHARD P. ARELT ARCHITECT iW b.q� - . � .AST SETAUKET, N.Y. .�-.-_' DATED MAY 2, 1983 . . r - ___ _ ; ---- . O 1 4 0 _w EXISTING FENCE To REMAIN FEHRIN ,ER 5URVEYING PC, ' ' I ' ' ' . r r r ,, • . S 1 O 10 20 30 40 50 60 0 80 �O 100, . ►J REPAIR / REPLACE AS REQ. 200 JACKSON AVENUE I . . , SEAFORD MN.Y. 1178"1 I I I I _ I . `... :.�. ROFOSED SITE FLAN SALE. . DATED MARCH i9, 2016 GA . :: 12-'1 i+ t . - GENR,4L_ NOTS: PARKING CALCULATIONS: C�, PARKING :. . I. ALL ELEVATION$ ARE BASED ON NAVD (1988), USG 4 65 DATUM - - ANYWE ' ._ : . r. PARKING REQUIREMENTS PER BUILDING: e • <{,w ; . ; , :,; �*. ,, _.. �. 2. THERE ARE NO , .'" ,. ' ¢ KNOW NEIGHBORING WELLS WITHIN 150' OF THE PROPERTY cs ,.. w ai` ':«reti}u° £: ..RFI -,a. a,r - .,,',a'a a: _ a3P .fit ,d , ,.; M - I STORY,BUILDING (PROPOSED VINEGAR): L.I GHTI NG 11� ORMT' a 2 3. THERE IS NO SU}ZFAGE WATER OR WETLANDS WITHIN 300' OF THE PROPERTY +/- 2,251 S.F. 6"DIA. 6"DIA," ION Ftll =` v Z X z X MANUFACTURER: LITHONIA LIGHTING I gg GONG. _ GONG. _ ,.: x: Q I SPACE PER 500 S.F. • MODEL: .NST LED PI 50K VN MVOLT . • '°F' POST , P05T 7 .. ". ,>� °. . ;..k,:,. . 4. THE GONTRAGTO TONS OF +/- 2 57 / 500 4.5 SPACES ,.. ,,,,,,J,,. H . , _ RIS SPEGIFIGALLY CAUTIONED THAT THE LOGATION.AND/OR ELEVA 10 - _ - _ SYMBOL: a k :: �r - _ - _ *P"= EXISTING UTILITIES O WP ," °°y' X45 SHOWN ON THESE PLANS I5 BASED ON RECORDS OF THE VARIOUS UTILITY d O �t .. a.. _ �. T , COMPANIES AND W�fEfzE POSSIBLE MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO I STORY BUILDING (EXISTING STORAGE): .. . .•ray.a; ,, ,<y . . I. ALL NEW LIGHTING To BE DARK SKY COMPLIANT „ .,,,a41�;,".r, , .� . 1 .. k .,. ` BE RELIED ON AS I$EING EXACT OR COMPLETE. THE CONTRACTOR MUST GALL THE APPROPRIATE AREA: +/ 5,297 S.F. .<. _. L- . ALL NEW LIGHTI E INST ED TOB ALL BY 2 NG . ` - " ~-:. ' UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION ( SPACE,PER 1,000 S.F. 1 E[I Up:. :'-*" 1. , LICENSED CONTRACTORS 4 BE COORDINATED 'W/'' j'� vl . Q :I q . , . .. . � � OF UTILITIES. IT SH + - _ - �,, �,: .,; X,. <.,`. ALL BE THE f2ESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING / 529'1 / 1,000 5.3 5PAGE5 t _"` I `41 ., , � . ,a:, }': ELEGTRIGAL ENGINEER %. ,,1�,:'�. 5 hr. sj ;�a..akx>�=_ 'tet - - ,1, :,. .t _ UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENT5 SHOWN ON THE PLANS. HANDICAP PARKING No PARKING , I . o is G .3., ;r, ,,, �i t=;Y ,w 4. ? I STORY BUILDING (SHED):' . -."+ �`.:: :g `` ._� PARKING IDENTIFICATION SION . i ffi§ �: e:, a y:, 5. CONTRACTOR E O ND PREVENT ,y NGAGED IN EXCAVATION OR DEMOLITION SHALL PROVIDE SUPPORT T A AREA: +/- 419 S.F. ' L� ,17 "� 5GALE,N.T.S. :: S", r,.,�5n r' 18 CLEAR OF FACE OF CURB 5 1- �'"' m. �sr.. , DAMAGE TO ANY UNDERGROUND UTILITY. IN THE EVENT OF DAMAGE TO AN UNDERGROUND UTILITY, THE I SPACE PER 1,000 S.F.. •. ix ,r c:, ; FPr, n._...rd ,,, . , t ,� .- CONTRACTOR SHA TI TTY AND NO BACK FILLING _ „- ,, I~L IMMEDIATELY NOTIFY THE OPERATOR OF THE U L : . +/ 419 / 1,000 = 0.4 SPACE ' , ", SHALL BE DONE BY HE CONTRACTOR UNTIL REPAIRS ARE MADE AND/OR WRITTEN APPROVAL BY THE ZONING IN1`�I IT I OI`I ..A4 a r. r: g a T , . I , . 4'': ;� �; +; UTILITY OPERATO 5.C,T.M# 1000-48-2-44.3 . ;., .. ,� .t ,.,„ fti• ;, a. I STORY BUILDING (PROPOSED DISTILLERY): . : d ,,. xa ..,R,; ZONE: LIGHT INDUSTRIAL . . �,. la •. + as r, AREA: +/- 18,9-f9 5.F: Q k 6. CONTRACTOR 5NALL NOT USE POWER EXCAVATING EQUIPMENT CLOSER THAN 6 INCHES IN ANY f' _ .r '.> t+, I SPACE PER 500 S.F. ITEM REQUIRED EXISTING PROPOSED COMMENTS , , . ,. q ` . ;,, ., , ys,.. a DIRECTION FROM E ANY i ROM STAKED, MARKED OR OTHERWISE DESIGNATED PERIMETER OP +/- 18,919 / 500 = 3-1.9 SPACES LOT SIZE 40000 S.F: MIN. 67116.96 S.F: NO GHAN " x • . ;;, `_ GE ' EXISTING GOMPLIE5 : 7 M UNDERGROUND UTILITY. . , ;, � .. 9.. eo ' LOT WI , 4 , %: ; : , ."" , .; 2ND STORY LAB / STORAGE ,:. b EXCEPTION: LOT DEPTH : 100' MIN. . 4q.024 NO CHANGE EXISTING NON GONFO € � ( ) `_' h* r,. �"" q.: :� AREA: +/- 4,272 S.F. RMING ° ; POWERED OR MECHANIZED EQUIPMENT MAY BE USED FOR THE REMOVAL OF PAVEMENT OR MASONRY .. FRONT YA ' .,,, I SPACE PER 1,000 S.F.' RD VARIES 8.1 / 13.3 No CHANGE EXI5TING NON CONFORMING ' ",; + BUT ONLY TO THE DEPTH OF SUCH PAVEMENT OR MASONRY. SETBACK y}" I xy> 1,000 = 4.2 5PAGE5 a a SIDE YARD 20.0' MIN. 26.2' NO.CHANGE, EX15TING COMPLIES ,: : x ;' 7. PRIOR TO ANY bEMOLITION CONTRACTOR SHALL SUBMIT DEMOLITION SEQUENCING PLAN TO OWNER . I I - . I I 1. . . . . - . I I 1. � - .. �. . I . 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I � ... .. . . �� I . .I � ; I, I.1 :.,: � I I I I ��,.�. . t. .:.� I 1,..... � ..� 1-1 I ., , � ...+eI�.I I...-.......�.....I.......I.I.I.:..I....I&...+II.I....�...11 I.....II...L&I...I�r.�I�...I.L........I......I1.......I.�II.e..,.I.�...qq I�.�..�I.I-..-�.I�..�..�..:�.I...�1...I��....d.I�...I.+..�...:I..�....I�..II�&,.�..I:...I.�.1.�..��..I/.q-.I....���...I..II d..C I-m.�.I.�..(I(-I.(I.cq.ih',t,�:.r�o�D,1,�,.�,;�1I�"�,"__.-_4'.�4��1_�"1,Ij%',i,I�A�I 1�,�1..�1I,L.1.-�'-r,.q1:L��.,1k1..4..I"t�.���,�.�II-I1,-,o'I.,..,��,III:j�",.��C'I6�,�I&111§;�,,I�"I:1,L�,,j�'z,.I,&,:�I_1",..��,I11.-.�;Ip1'/",t�,,�T._,I.�I�..,_.,'4,L�.;�.-�I.,,,&,tI1-�':_,�;Y�,,�QI-.,k1I�".,�&_)I�-,"..,:).'I I�'-V.,:'�LI.,1:��-r�..�.':,rI",,��'�,'1,J-�"t�:'.�V 1,..'._,I��i 711F.rr-..<4,1_I1�;.,.t<�l1,-._0++,&Q,�L,�*::�,L&1��,I._.. 'f,`j�I t.�,I-,.�%.,..�.jI�zj�,,.I 1�,.-I I_I.,I,"/I","-I-:I1��,,,.I,I,,--,I-_,.r�-_p��II,'..r��,:1-Ir-,�1�..:'.."l��.)����=,I��.'"-.�LI.�,�,I_-�*1I&4��Ir_I�,o.,r1�_�,,XI�-.,-I.�&'E".t&I�4,,.:.I."E'�-,-I-".-,`,�+-,_,',t,I1��_7,-,.,JI�II-�:'I�'1"Lj,.;,,,!rN ,!*. ,. - , t• < "s i ;' 1 f I STORY BUILDING (EXISTING STORAGE): 5ET5AGK . . w FOR APPROVAL - . s "X" - I. ,�. AREA: +/ 5,086 S.F. ".,Ij+-1,'_e._�x4;���,_,!f,,I),,._",,,I�,�.�.,0,7�,1."�.-I_4.���,�r&m,,�_-,,.8�I-;�,"I&.''II1�I,-�"-,.-"",.A,-,,--,�,&I,),I7'-"V.I - '"` I SPACE PER 1000 S.F. REAR YARD 70.0' MIN. 5.3' NO CHANGE EXI5TING NON.CONFORMING TRACK I 1` +/- 5,086 / 1,000 = - 5.1 5PAGE5 . . , EXISTING DRA I NAGE GALGULATI ONS: LANDSCAPE 25% MIN. +/ 15,571 S.F. . NO CHANGE EXI5TING NON CONFORMING:. - TOTAL PARKING SPACES REQUIRED: 58 (5- .4) SPACES AREA ' , 23.1 ** A5 APFROVI`D BY TOWN OF 50UTHOLD PLANNING BOARD ON MARCH 28, ,1983 TOTAL PARKING SPACES PROVIDED: 32 SPACES - • . SCALE: NONE LOT. 50% MAX. +/- 32,038 S.F. No CHANGE EXI5TING,NON CONFORMING SYSTEM # AREA VOLUME REO. VOLUME PROVIDED INSTALLATION (30 REGULAR SPACES 4 2 H.G. SPACE) • : COVERAGE . 47.7 P-I 2 340 S.F. 363 G.F, 382.4 G.F. I POOL = (I) 10' DIA. X 3'-8" SOLID DOME . P-2 6440 o- _ (I) 101 DIA. X 4=011 DRAIN RING 2 EXISTING LOADING BERTHS TO REMAIN ., BUILDING 55'-O" MAX. +/- 38'-O , ' -NO CHANGE EXISTING NON CONFORMING . . . TOWN OF SOUTHOLD, HEIGHT S.F. 1,000 G.F. 1,040 G.F. 2 POOLS - (1) 10 DIA. X 5650LID DOME N5 PREVIOUSLY APPROVED FOR 23 PARKING SPAGE5 BY . (1) 10' DIA. X V-O" SOLID RING PLA PLANNING BOARD NOTES: :. NUMBER OF 2 MAX.' 2 NO CHANGE EXISTING COMPLIES . (1) 10' DIA. X 5'-O" DRAIN RING TELT .. CORSTREET (50') GARRET A: STRAND ARCHI . . STORIES - -- - - _. P-3 11,800 $,F• 1,636 G.F. 1,968 G.F. 3 POOLS = (1) 10' DIA. X 3'-8" SOLID DOME MAIN ROAD P.O. BOX 1412 I. THE PLANNING BOARD HAS AGREED TO WAIVE THE , ,.':I.-I I-.-4.�-I(1.-)I�..+.-.-�I.ii,a.-;-...I(I.-r.II..-._I I&I I-.--I"..�."-.I d-..�..Id..I.-._..--�I:I_.I._.4 fi-_g/..1.-.&_-�C\2�I�:.i.II=._;2.`_I.II..I1I_11�1I I;I..�/I.r.�..IW..I&I-/�\.I I.I."-II -"`" '- '- - SOUTHOLD, N.Y. 119'11 PARKING REQUIREMENTS PURSUANT TO TOWN GOD . (u to Dla:x 4-o SOLID RING PLEASE BE ADVISED THE GOMPLIfi�NGE GERTIFIGATTON IS BASED ' '-O" DRAIN RING DATED FEBRUARY 4, 1993 280-133(0);SPECIFICALLY, BECAUSE THIS SITE PLAN . () 10 DIA. X 4 HAS BEEN R1=VIEWED AND DESIGNED To BE FOR ON PLANS AND SOLELY FOR THE PURPOSE OF OBTAINING :A _q v>1vEc� BUILDING PERMIT. IN ODDER TO COMPLY„WITH TOWN GUIIDELINES ,. . `: W BUILDING P-4 7,828 ,.F. 1,271 G.F. 1,512 C.F. 2 POOLS = (I) 10' DIA. X 3'-8" 50LID DOME MAXIMUM PARKING 5PAGE5 UTILIZED ON ANY GIVEN DAY: 5 5PAGE5 OWNER USE ONLY, WITH A SMALL NUMBER OF 1 r BUILDING EXSTING BUILDING I MSAIIAT A TO REMMN (I) 10' DIA. X 4'-O" SOLID RING . EMPLOYEES AND NOT OPEN TO THE PUBLIC. THIS WILL ' ADDITIONAL INSPECTIONS AND TESTING. MUST BE DONE TO OBTAIN . (1) 10' DIA. X 4'-o" DRAIN RING .. AS A CONDITION TO SITE PLAN ... .,",�c,110�',1 1-F1,_,,,,,�`�I,1,.II,j".-&1,-.I�7,""'.+.'�,l./l,,,.,�I"�.11I",I�III-',l.l_,�"1�"MI.:I""F-."".-j;-bj,+.,.,.,z_--1&;.,�","�]I-,"I��II-I_.�,&�"tI11�.. �"_�",!I�-.t�_1�.-j"-I&&jI'�II.I4 1 L,'...,A/,I,.��.�.&'k�:..�I�:)�\/,,�.i.\"�/ .,,�_.'.11_,l,��,A�_l,.i"I-,P_,.j�-I._.�I"i:_,�1F-,t�,1I-,--1_-..-,.T-I�PI-�,-...-i�L,---.;,.��-,��I q-��t 1-L1Il.\--7-/--I 1�\--I.1�.-7+��..�I���\.!":j.-,,.".�,\�1l ,tj�.�..-�#.,Z-I.���f 1-I�,1.-z�.-II`I1..-I I�.,-4i,!�1�-"II ,1pI�I.�-i,,I��;&_-5-R.P.-_-q�.I�..,�-.--='.1,,I71.j�1_Eq-,!_�G,"L.11!;.'�-.�.�_.I.+,`_1;;.�-�AI_�..,-�6-4,,:0"�.�&_�*.�.�I 8II 41-,I�q T.����1, +,.IJI..IFk�-.1.,"..�.7"&',&I,I.I�L I�I,,,�Ir..�,,j.")-�_., I-.-§ ,�I.1i...FI,M,'.I�4.5�1I7!AL1.1�+�r,..��IQ��'fq I_I..... -,�]-II..I I I I..,.�,r.-I__.:��1I I�,��4A,,�1A.I.I I.�,1.::_,,�,1I I.,,.;-t.2I.,_1-.��4,q-1-11;.1..-..�L..I.. �III..I�"..&lj�'_.I BE INCLUDED A CERTIFICATE OF OGGUPti'fC�'(' . � MAIN BUILDING DETERMINATION AND MEMORIALIZED IN A RESOLUTION - PART B w �.. P-5 2520 $.F. 420 G.F. 591 G.F. 2 POOLS (I) 8' DIA. X 7'-O" DRAIN RING AT A DULY NOTICED PUBLIC MEETING., - --=-�-- -.� " ISLAND RAIL ROAD () 8' DIA. X 7'-O" DRAIN RING Ipd�IwD INTERIOR RENOVATION FOR NOTES: 2.,ALL TRUCK TRAFFIC SHALL BE DIRECTED DOWN � '�` `=>,! MAT(rH5001G D I STILLING COMPANY•. LLC : . _ "' .;.. I. CALCULATIONS TAKEN FROM 511 PLANS DONE BY: . . . , NINTH (9TH) STREET IN ORDER TO AVOID INTERACTION I J. , 230 GCRWIN S; ET - - 6REENPORT NY II444 APPROVED By, WITH THE GREENPORT HIGH SCHOOL ACCESS POINTS ��� ���® h Sc�ALP A5 NOTED DRAWN BY:RK n N GARRET A. STRANC� ARCHITECT RICHARD P. ARELT ARCHITECT O , J SCALE: I"=80'-O" MAIN ROAD P.O. BpX 1412 EAST SETAUKET, N.Y. AND GROSS WALK, AND RE5IDENGE5 ALONG EIGHTH STREET °.. DATA: 06=--20-I E- REV15ED BY : SOUTHHOLD, N.Y. 11971 DATED MAY 2, 1983 . DATED APRIL 19, 1993 :- RobPf" J. Gt"UbPf^: -. ibtrGh1tP.Gt 3. ALL NEW PL,4NTIN65 / VEGETATION ALONG GORwIN •: 476 �X re55WU Drive So. Medford, N.Y. 11763 : (631) 654-4g4q: : . 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FOR INDEPENDENT ENGINEERING ANALYSIS OF LIGHTING 1111 (�,..o, , �Ni • SUITABILITY AND SAF=ETY. t . . i. r{ b , 1�1 . C►epth . Depth 2. THIS PHOTOMETRICS LAYOUT WAS CALCULATED USING . SPECIFIC CRITERIA . ' - . , ANY DEVIATION FROM STATED :: t .. ), ' r� ri,3„i`far t r) . . PARAMETERS WILL W+2I ,; '.. . , . z ,' 511:#t't;rrrrst :. AFFECT ACTUAL PERFORMANCE. f:.r:k?, ' . . . _ . � _ 3. ALL QUANTITIES ARe BASED ON FIXTURES SHOWN IN THE . . - . - " , LIGHTING CALCULATIONS ONLY. . . N i:7 Ii ". . 4. THESE CALCULATIONS ARE BASED ON LISTED FIXTURES ONLY. . ' . ' . . . . SUBSTITUTION OFT . . - . HESE FIXTURES VOIDS ALL CALCULATIONS. 1 . . .. , . Y B ANDS LI n .. 5. ACUIT R GHTING RESERVES THE RIGHT TO WITHDRAW ; f; `` roe y;iE . THESE COPYRIGHTED LIGHTING PLANS FROM PUBLIC RECORD IF .. . . . ),it�vn� txtid.:,, . SUBSTITUTIONS OCCUR. . 1!,-kLI CORprIN STREET (50•) - . - " - - 6. ALL SUBSTITUTIONS REQUIRE NEW CALCULATIONS 13ASED ON THE ' . - ---- - - . ' : _ o FIXTURES SUPPLIEp, .r (( _`�' ,' B GAR I€ , F, UILDING BUILDING . .. , W EXISTING . . I j Z I . F MAIN BUILDING 1 TO REMAIN P t`" Q - PAR A _ . « MAIN BUILDI ---�"" .. „ ,� Fi�rr,: -(;,-=°1� °� - PART NG ��" Seg--:Z,)'ir.^;dt' «.. - B - �- _ _-_ . , . .. �_ s .., D LONG ISLAND . . PROPOSED INTERIOR RENO\/ATION.I=OR 111_1 } w " T �DDK 1D I STI LL I NG GONE PINY__LLG . : ` NOTE: - ,{ I� . PHOTOMETRIcG ' "• ' 23o GORWIN STREET 6REENPORT N.Y. II 44 - SITE PL,4N PRE I l-tR�l/ �Y fb � .E. $� Via!i' SGALEk : AS �vv TTiaD APPROVED BYt DRAWN BYE RK <EY FL I `l . . - SCALE: I"=aO'-0° ,4GUITY 'BR hJD LIGHTING �. ��' f_�';, a DATBk .:06-'20-16 REVISED BY ; II70 PEAGHTREE STREET, NE SUITE 2300 ' '( . ATLANTA 30301-7676 . . . ' �',.. � . " Robert J. Gruber, : . :Architoct.,1 G _ ? I-800-122-gi641 476 x r�55wa Drive 50: Medford, N.Y: IiiO (631) 654=4g4q 155UED POR PERMIT 05.10.16 (DENAIL) RESUBMITTED TO PLANNING 11.07.16 RESUBMITTED TO PLANNING 01.03.1.7 � ����� ,� TO P ANNING 11.18.16 SUBMITTED TO PLANNING 03.06.17 F• PHO'1-OMETRIG SITE PL,4N ° 6 ER.. - � t 4 O� II 155UE� TO FLANNING 01.15.IG RESUOMITTED L RE . * NS, NOTES $ .DETAILS ;, J013i #16- . . � . � .-. 071 60,_O" f LEGEND 5 5/8 X ,: . WINDOW TAS OSEE ... i.. . - - - . N 5EE'WINDOW 5GHEDULE'`. " - -- - - - - - - - - - _ - -- - r _ DOOR TAG. . .: 5EE DOOR SCHEDULE NEW „ :.. NEW NEW " NEW NEW WALL TAG 5 54° X54" 54 X 4 . . 54 X 54 54 X 54 � 54 .X 54 WINE WINE WINE WINEWINE- SEE THIS.5HEET E ' STORAGE STORAG STORAGE STORAGE STORAGE TANK TANK TANK TANK TANK. EXISTINC NALL ITEM C TO BE REMOVED I I SEE GENERA L DEMOLITION .:. . ..' 'NOTES THIS SHEET ' NEW ACETATOR a> EX1571N6 WALL t LTER O REMAIN PILOTFI „- AREA 5EE WALL.TYPES O +/- 200 S.F. NEW FRAMED WALL NEW NEW E EW - 5EE WALL:TYPES NEN N I I : + 54 X 54 54 X 54 B4' X 54 WAREHOUSE A ' REA VINEGA WINE ( R WINE' O I I H LDING STO RASE STORAGE 2 057 S.F: TANK TANK NEN I HR TED WALLTK 5EE WALL 'i''r'PE5 I NEW L — —— — — — — 120" TRENCH DRAIN - — . NNOTES: EW EXISTING RAMP E 3 Go N W TO .. NT — , _ MPARTME REMAIN . . DN I ALL DIMENSIONS ARE TO'BE FIELD VERIFIED m SINK HAND NEW " PRIOR To ANY CONSTRUCTION OR PURL SINK NEW 24" X 20"� E HESE. 4 4 : :: 0 0 0 0 54 X 54 NEW TABLE N 0 " IST, G NTRAG70R TO 1 J 6 - VINEGAR . 5.74 . GONTAOT.-ARCHITEP T ASAP FOR RECTIFICATION HOLDING BLEND NG . PRIOR TO THE RECOMMENCEMENT OF WORK IN NEW 4 LINETANK TANK QUESTION' ., TO APPROVED ® ® ® _ i SANITARY rIF ° S. ALL FINISHES AND,SPECIFICATIONS`ARE' SYSTEM t i I I NEW EMERGENCY NEW AS PER OWNER I/2 I 1�-5 1/2111 4'-0". 5 �J/8" I EYEWASH 4 .24" X 120" 5/8 5HONER AREA TABLE NEW , I 'VIEW I " GENERAL DEMOLITION NOTES: 5 t I -6 1/2 UNISEX q AN. " I IT 15 THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR TO .: O,I LET — — J HA READ AND FULLY UNDERSTAND THE SCOPE OF WORK IN THESE'; OTE: DRAC . DRAWIN65 AND NOTES. AS PER CODE ---' THERE ARE No STRUCTURAL CHANGES TO THIS BUILDING V v U V V V I 2 PRIOR TO THE COMMENCEMENT OF ANY WORK THE CONTRAOTORrr 3 3 O z z' z z z z 15 To NALK'THE 51TE TO VERIFY THE EXTENT OF DEMOLITION., D F= 1) F= Q F- Ck iz La�_ ISSUES SHOULD BE BROUGHT TO.THE ARCHITECT'S ATTENTION.'-., � N w � � N � � IMMEDIATELY..GONTRAGTOR IS TO NOTIFY.THE ARCHITECT.IN NEW ADA z z z z z WRITING OF ANY DISCREPANCIES OR ITEMS NOT INCLUDED HEREIN':.' B1-LEVEL DRINKING I/�" THESE DRAWINGS FOUNTAIN ti V-10 1 5/18" O /2" 5 O 3, CONTRACTOR IS NOT TO BLOCK ANY MEANS OF EGRESS OR: ' „ . BY ELKAY r' i I/2 CORRIDORS WITH ANY,DEBRIS OR.TOOLS.DURING DEMOLITION OR - ONSTRU OR NEW RAMP G GTION,1 APPROVED + + 1:12 SLOPE MAX. DN " EQUAL n m I .4. CONTRACTOR TO OBTAIN ALL NECESSARY UTILITY DISCONNECTS - - PRIOR TO THE START OF ANY WORK 5. TEMPORARY w o BA IE o INSTALLED HEN 7E PLY O D RR RS ARE T BEW , ANY DOOR OR GLAZING 15 BEING REMOVED. THESE PLYWOOD.`•.': <'BARRIERS ARE TO BE SECURED WHEN NO WORK 15. BEING ------------ PERFORMED. PROVIDE 2X SLEEPERS A5 REQ. FOR PLATFORM 6. WHERE EXISTING WALL CONSTRUCTION 15 REMOVED, PATCH ANY , , , , , I , � � � � DISTURBED AREAS WITH CONSTRUCTION TO MATCH,.ADJACENT PRIOR,..:.''; O 2 4 6 8 10. 12 14 16 IV 2O TO INSTALLATION OF NEW FINISHES. li CONTRACTOR 15 TO MINIMIZE THE AMOUNT OF DUST AND DEBRIS .: �I �I \ I I ( ENTERING INTO AREAS NOT AFFECTED BY THE DEMOLITION. ALL` " 1 RSTL FLOOR �O � `��� ��� I O t `� FLAN — 1l I I `I E&A EU I L=L�41 NO DEMOLISHED MATERIALS AND ITE By SHALL BE I:EGALLY DISPOSED SCALE: V4"=1'-O" OF AND REMOVED FROM THE SITE BY THE CONTRACTOR. 8. THE GONTRAGTOR 15 REQUIRED TO PROVIDE ALL 5HORIN6!AND BRACING REQUIRED DURING THE REMOVAL'OF EXI5TING,STRUCTURAL. /— MEMBER5 AND.INSTALLATION OF NEW STRUCTURAL FRAMING. ' Q. WHERE ELECTRICAL OR PLUMBING LINES ARE TO.BE ABANDONED, MOVE SUCH WO RK,GAP.OFF LINES LEGALLY,AT FINAL . RE ALL INAGGE551BLE PENETRATIONS . . . . , 10. CONTRACTOR MUST PROVIDE-PHOTOGRAPHS OF EXISTING CONDITIONS THAT MIGHT BEMIS O OPERATIONS- ANDD 5NSTRUED AS DAmAsE RELATED To TO VERIFY W TH THE OWNER PRIOR TO THE L AR OF NO RK. T F W RK.:: , EXISTING STORAGE TO REMAIN O E� EXI5TING STORAGE TO REMAIN �n15TING " . FORAGE _ XISTING _r REMAIN STORAGE TO REMAIN . EXISTING r, To REMAIN 2017 a13 COR7PIN STREET (50') PLEASE BE ADV I SED THE GOMPL I ANGE GERTI F I GATI ON IS BASED FWGA71 ON PLANS AND SOLELY FOR THE PURPOSE 'OF. OBTA I N I NG A c BU I LD I NO PERMIT. IN ORDER ,TO.-COMPLY WITH TONN OU I DELI NES w EXISTING BUILDING ' "N T ALDtNG To REMAIN ADDITIONAL I NSPEGTI ONS AND TEST I NO, MUST BE DONE TO ,OBTA I N A GERTI F I GATE OF OGGUPANGY MAIN BUILDING - PART B �-...� ISLAND OL R PF�OP05ED INTERIOR RENOVATION FOR . D LONG J. MATCi-ISOO1: O EQUIPMENT SCHEDULE O EQUIPMENT.SCHEDULE GENERAL DEMOLITION NOTE5: • Item Item LE END No Qty Equipment Category Manufacturer ;ize: L"x W'x H" Model Number GAS ELEC. WATER REMARKS No Qty Equipment Category_ . Manufacturer . . Size: L"x W'x H" Model Number GAS ELEC. WATER REMARKS I. IT 15 THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR TO'." ,> , 1 1 Large Undercounter Fridge Beverage Air72"x 23 1/4"x 34" HSB 12 12 1 Coffee Drip Urn T.B.D. T.B.D. T.B.D. READ AND FULLY UNDERSTAND THE SCOPE OF WORK IN THESE : DRAWINGS AND NOTES. 2 1 Medium Undercounter Fridge Avantco T•B•D• T.B.D. 13 1 Hot Water Urn T.B.D. T.B.D. T.B.D. �( WINDOW TAG 3 1 Espresso Machine Wega 28"x 22"x 23" T.B.D. 14 1 Cold Brew Kegirator T.B.D. T.B.D. T.B.D. 2."PRIOR TO THE COMMENCEMENT OF ANY WORK THE CONTRACTOR . O SEE,WINDOW SGHPDULE' ' 4 2 Double Sink Regency 41"x 22 1/2"x 44 3/4" 60OS21717 15 1 Commercial Bunn T.B.D. T.B.D. T.B.D. SITE TO VERIFY.THE EXTENT OF DEMOLITION. ANY GT'5 IS TO WALK THE 51 5 2 Handwash Sink Regency 14 1/2"x 18 3/4"x 33" 600811014 16 1 Smeg Fridge T.B.D. T.B.D. T.B.D. DOOR TAG ISSUES SHOULD BE BROUGHT TO THE! ARGHITE ATTENTION' X ; IMMEDIATELY CONTRACTOR IS TO NOTIFY THE ARCHITECT IN 6 1 Ice Bin Regency 3 ^ 1 B 17 1 Book Shelf T.B.D. T.B.D. T.B.D. EDULE • 9 Y 6 x 18 1/2 x 33 600 1836CP WRITING OF ANY DISCREPANCIES OR S NO INCLUDED D SEE DOOR"5GH TEM T I GL E HEREIN ' 7 1 Slash Sink Regency T•g,p. T.B.D. 18 1 Basin Sink T.B.D. T.B.D. T.B.D. THESE DRAWINGS . 8 2 1 Rinse Trays - T.B.D. T.B.D. T.B.D. 19 1 Janitors Sink TBD. T.B.D. T B D 9 1 Ice Machine Kold Draft i6",281/2".31112" - 20 1 Drinkin Fountian Elkay T.B.D. T.B.D. CORRIDORS WITHI ANY X WALL TAG ;.. TO BLOCK ANY MEANS OF EGRESS OR SEE THIS SHEET SC200 No Legs 9 DEBRIS OR TOOLS,DURING,DEMOLITION OR. 10 1 Dishwasher Noble Warewashin 2 T.B.D. 21 1 EmergencyHand/Eye wash T.B.D. T.B.D. T.B.D. S GT B. • CONTRU ION. 9 .4 3/16"x 26 1/8"x 33 5116" , EXISTING WALL / ITEM . 11 1 Grinder T.B.D. 23"x 13"x 7" T.B.D. 4. CONTRACTOR TO OBTAIN ALL NECESSARY UTILITY DISCONNECTS C -`_� TO BE REMOVED PRIOR TO THE START,OF ANY WORK SEE GENERAL DEMOLITION ' NOTES-THIS SHEET,. S. TEMPORARY PLYWOOD BARRIERS ARE TO BE iNSTALLED'WHEN TO APPROVED ANY DOOR OR GLAZING 15 BEING REMOVED. THESE PLYWOOD i - EXISTING WALL TO REMAIN PES SANITARY 5Y5TZ-M BARRIERS ARE TO BE SECURED WHEN NO WORK 15 BEING , FRAMED , PERFO RMED ' 1 b. WHERE EXISTING WALL CONSTRUCTION IS REMOVED, PATCH ANY I NEN F WALL• 1 DISTURBED AREAS WITH CONSTRUCTION TO MATCH ADJACENT PRIOR EE WALL TYPES 1 EXIST. HOUSE TRAP TO IN TO INSTALLATION OF NEW FINISHES • . REMA NEW I HR RATED WALL F 7, CONTRACTOR 15 TO MINIMIZE,THE AMOUNT ODUST AND DEBRIS ea��"•"•■ ENTERING INTO AREAS NOT AFFECTED BY THE DEMOLITION.ALL SEE WALL TYPES"" DEMOLISHED MATERIALS AND DEBRIS,SHALL BE LEGALLY"D15P65ED 2 5 5 . C�� OF AND REMOVED FROM THE SITE BY THE CONTRACTOR. —i F - �T= - ----- - -- ---- . 8 THE GONTRAGTOR_IS REQUIRED TO PROVIDE ALL SHORING AND NOTES:` H5 JS s . _ QUIRED DURING THE REMOVAL OF EXISTING STRUCTURAL . 1 I 5 MEMBERS AND INSTALLATION O IN " EE L F NEW.STRUCTURAL FRAM G. ^ .. I LALL: DIMENSIONS•ARE TO BE FIELD VERIFIED oB ' ROOM .. ,. • ' � ,. �► q. WHERE ELECTRICAL OR PLUMBING LINES ARE TO BE ABANDONED,' . ' • PRIOR TO:ANY CONSTRUCTION OR PURCHASE. " TRI-s TEAM loo 90o REMOVE ALL SUCH WORK, GAP, OFF LINES LEGALLY AT FINAL NEW 4 SANITARY LINE I 600 ♦ s 2.' IF ANY DISCREPANCY EXIST, CONTRACTOR TO, l 5PIRIT AFE GAL. 6ALLoN GALLON - . . INACCESSIBLE PENETRATIONS. (,�MILLION TO CONNECT TO.EXIST. • BOILER 1 STIL STILL STILL CONTACT ARCHITECT ASAP FOR REGTIFIGATION BTU I R FIELD VERIFY EXACT v. LocaT10N rYP. PRIOR TO THE RECOMMENCEMENT OF WORK IN k ...< 15TING Y I �♦ � 10. CONTRACTOR MUST PROVIDE PHOTOGRAPHS OF EX �y ♦ ;: CONDITIONS THAT MIGHT BE QUESTION IMISCO I 3. ALL FINISHES AND SPECIFICATIONS ARE ♦ AND 15 TO VERIFY W TH THE OWNER PRIOR TO STRUED AS DAMA6E RELATED TO REMOVAL HE START OF I WORK. 2 2 t I A5 PER OWNER ,. I.0 MILLION • n . EXIST. SPRINKLER RISER PROPOSED BTU BOILER a O RE ., 1 1 ♦ T MAIN - t ':, ♦ 5 5 I PROMOTIONAL . .\ GLEAN OUT .. NEW TRENCH DRAIN. GLEAN OUT ' SALES AREA fl O it 0 Q � X 1`.. 12 II 3 2 4 1. ❑ !! i - I ♦ �W I I a n `' I I I •4 - , I__ __..s1B-_ 11 _-� Z IS I s I I O ♦ >` STILL `TI • SPARK FRE r _ � I n 1' I rm UP r d ,AREA - .. , I , . GLEE .� - ♦ --- U L�. L.r 13 nr l u V I ", I EXIST a n . O IL „ __a (25 MIN FROM STILLS) . .. � OUT F -_ * VE5TIBULE" p W — 4 s --7- 4-j O I ♦ L1 T.� - be 2 5 6 '1 8 8 5 4 I I ♦ I J<z8J/2- --=---6r3U2�t� 68 I/2-X I/ X " - " " II L A 2 I EXISTING I I -1 fA Q I I '. Q8 r -- 1 . _�tl Lu IJV � ., I t I - - " W �m „ W c .,. a. — SHED H ,: sb v� w v 1 56 I/2"HI6 "HI - I/2"HIGH � Sb I/2 HIGH O ♦ p TO BE I < .111=E`ERIiL -� CHILLER :. CHILLER 6 ` I . O O O r. __ F- % . - t ♦ I w q-0 ky�-Q '�1 t0'� 14 3 6-0 1 .., :,. I I ♦ I NEW FLEXIBLE METAL CONDUIT,SIZE TSD. ---- ^ fi tj ♦ om E �o S9 ♦ I „ t NEW ---- -- I ---- 1 " -- ---- -- I „ ♦ I r PUMP TANK I _ m 'PHOTO / STA61NG AREAI j 1 I t �` ♦ I 110 DIA.X AREA - - 1 I � � RErjOVE EXIST,SLAD ! 1 O ♦ I 125"HIGH E e °. e 1 I EXIST. SLAB UNDER I . FJZ Q, + aNSTfALL NEW POt_ISr�7 .aLAB° ! E ♦ 5000 GALLON i I .. E r I ITANK , it a T , X INC 5 G PUMP E 1ST TORR E ! " ti N .. GLEAN ! . T I j RACK TO REMAIN ♦ ... I� .. y. �. ■� ■� �. �. ��.. �. r. ■� �r �■ �. �� �,� !!., I I I OUT ' _ I 1; .,,,.., ':, HATCH INDICATES t PATCH � REPAIR A5 ♦ 1 P Fl e NEIL � ;, � ,I I f UP '. 5 I I '! IH REMOVE EXIST. SLAB', t REQ. I . , . EW ♦ I "r_®� L�(EN5 X€IL I 5 ALL NEW 6-- I o oH.C. MENS II L_ I; .AND INT I -� ♦ f' k -- I < I 5■ : :. „ F ' '' '. III(I1I `';,. •, .., .. .Cb. X-,b_I.O, XI.O . < . f nFt ------1�a I1L .' ♦FrFrf ', ♦`♦,♦.�: ..� � II ,.III)'II! .-.- .II! I! .11I ' _ II IIIIII!'' 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X MASH TUN Fi 600 00 L; JL3 COMP. 600 600 GALLON GALLOI600 I . 1 I I 1 1 1y1FRUT_PREP SINK WRMENTE ERMENTS �ERMENTS LO XISTIN ARE MI ♦ II1I I. I R ; I MECH. T 1JINTERCEPTOR L L1 TOILET 1 J iI!III!I1II!!II : O.. E. , • 1 TO RE "- " Do-on - . + MAIN 20-i I/2 6 1 _ z r JB .� HB .8 JB HB Js t- -- - - -FB F 51 HB J13 I - -- P -_ -- - - - - - -- -- --- ------- -- - - --- - -- - — -- - - T. --- --- --- ---- El F1 U El 0 El - - -- - --- --- - -- -- 5 -- - I I - ------ -- --- ------ go-ON - --------------- ----------------- -low 5. " I J , NOTE: NOTE: NOTE: NEW SPLIT SYSTEM EXTERIOR OF BUILDING I5 TO BE ALL NEW EQUIPMENT IS TO HAVE ALL NEW PIPING TO BE NEW JUNCTION BOX NEW HOSE BIB BY OTHERS PAINTED BENJAMIN MOORE A MINIMUM CLEARANCE OF 5,-O" INSULATED AND HAVE FIIELD VERIFY EXACT FIELD VERIFY EXACT.' COLOR: OCEAN FLOOR #1630 FROM A!_!~ OBSTRUCTIONS HEAT TRACING LOCATION TYP. LOCATION TYF. 12' 1(0' 20' _24' 2e)' 32' S6'' " 40' L_��L F I RD ST FLOOR El�fOL I T I Oil � CONSTRUC,710N FLAN - MAIN BU 11�D I N& �� � A �y — � SCALE: 118 i 2017 CORWIN STREET (50') PLEASE BE ADVISED THE COMPLIANCE' GERTIFIGATION IS BASED , " . ON PLANS AND 50LELY FOR THE PURPOSE OF ,OBTAINING vrrrEc� BUILDING PERMIT: IN ORDER TO GOMPLY HITH TOWN GUIDELINES " �, aulLvrrrG ExtsTING ]BUILDING ,hDDITIONAL' INSI�EGTIONS ANIS TESTING MUST BE DONE- TO .OBTAIN ` ' w � BUILDING TO REMMN T a A GERTIPIGATE OF OGGUPANGY MAIN I UINC. �... "..'� goy PROPOSED INTERIOR .RENOVATION,FOR, _- LONG ISTAN R� s_� 1: MATCHBOOK D I STI LL I NCS GOMi�,4NY. LEG, . 230 GORHIN STREET 6REENPORT N.Y. 11444 SICALE: AS.NOTED BY. DRAWN BY.RK APPROVED SCALE: L<E**,r I `� I"=8o'-Of DATE, 06-20-16 1zEVI5ED BY , ��. t' .�. Gruber - :• �r.chltect bar • s. x re55wai Drive 5o. Medford, N.Y. 11163 (631) 65474g4Q 1 aa I�+ 1 ORA IN61 WMBEP, Or ^�� .. [FLAN STFOORDEMO / ONSTRUCTIONISSUED FOR PERMIT 08J0.16 (DENAIL) RESUBMITTED TO PLANNING 11.0'1.16 RESUBMITTED TO PLANNING 01.03.1MITTED To FLANNIN6 11.18.16 RESUBMITTED TO PLANNING 03.06.17 N Oa.15.16 RESUBBU IL�INca PART � JOB: 'ISSUED TO PLANNI G Mrd I N #16 071 GENERAL DEMOLITION NOTES• LEGEND I IT 15 THE RESPONSIBILITY OF.THE DEMOLITION CONTRACTOR TO READ AND FULLY RST DRAWINGS AND NOTES. . F WORK IN THESE AND THE SCOPE O • DOW 2. X WIN .TAG' ., PRIOR TO THE COMMENCEMENT OF ANY WORK THE CONTRACTOR SEE WINDOW.SGWEDULE •: ' IS TO WALK THE SITE TO VERIFY THE EXTENT OF DEMOLITION ANY. .,. " ` IM SUES SHOULD BE BROUGHT TO THE ARCHITECT'S ATTENTION MEDIATE r _ LY. CONTRACTOR 15 TO NOTIFY THE ARCHITECT IN " " X DOOR TAGzr -:. ••�' .. THEISE DRAWINGSDISG REPANGIES.OR ITEMS NOT INCLUDED HEREIN _Srz POOR SCHEDULE WALL TAG 3 CONTRACTOR IS NOT TO BLOCK ANY MEANS OF EGRESS OR '• x ; SEE 'THIS SHEET, : L CORRIDORS WITH ANY DEBRIS OR TOO S DURING DEMOLITION OR" CONSTRUCTION. '- • : • ` ' EXISTING WALL/JTEM 4 CONTRACTOR TO OBTAIN ALL NECESSARY UTILITY DISCONNECTS . „ [__ � TO BE REMOVED - i RTO THE START OF"ANY WORK "'SEE PRO GENERAL DEMOLITION . HEN ' NOTES THIS SHEET • 5 TEMPORARY PLYWOOD,BARRIERS ARE TO BE INSTALLED W . WOCD ISTING WALL T ANY DOOR OR GLAZING 15 BEING REMOVED THESE PLY EX O REMAIN " I IN BARRIERS ARE TO BE SECURED WHEN NO WORK SBE G SEE WALL:TYPES PERFORMED. - ' • NEW FRAMED WALL'•. . , REMOVED, PATCH, ANY 6 WHERE SEE EXIST N WALL TYPES . T PRIOR , TO 5H D CONSTRUCTION S O AGEN 15TURBED AREAS WITH CONSTRUCTION TO MATCH ADJ INSTALLATION OF,NEW.FINISHES. ' 7. CONTRACTOR IS TO MINIMIZE THE AMOUNT OF DUST AND DEBRIS .` '- NEW I HR RATED WALL''•.' 2 " AFFECTED BY THE DEMOLITION. ALL.: ENTERING INTO AREAS NOT SEE WALL TYPES "::• DEMOLISHED MATERIALS AND DEBRIS SHALL BE LEGALLY DISPOSED OF AND REMOVED FROM THE 51TE BY THE CONTRACTOR. - 0 8.'THE CONTRACTOR IS REQUIRED TO PROVIDE ALL SHORING AND NOTES: ' '" • , •, BRAGING.REQUIRED DURING THE REMOVAL OF EXISTING STRUCTURAL . S MING. . MEMBER AND.INSTALLATION OF NEW STRUCTURAL FRA �. WHERE ELECTRICAL OR PLUMBING LINES ARE'TO BE ABANDO . . ED, . i ALL DI MEN510 5 RE TO BE FIE D. NES LEGA RK, GAP.OFF LI LLY AT FINAL= 'N RIFIED " .PRIOR TO ANY,CONSTRUCTION OR PURCHASE. 'REMOVE ALL SUCH WO PENETRATIONS. 2 IF ANY DISCREPANCY EXIST,"CONTRACTOR TO INACCESSIBLE ' CONTACT ARCHITECT A5AP FOR RECTIFICATION' 10. CONTRACTOR MUST PROVIDE PHOTOGRAPHS OF EXI571NG OF WORK,IN. ' BOIL PRIOR TO THE RECOMMENCEMENT Room .CONDITIONS THAT Mir--HT BE QUESTION MISCONSTRUED AS DAMAGE RELATED.TOREM OVAL'OPERATIONS. 2 2 5. ALL AND. TO VERIFY WITH THE OWNER PRIOR TO THE START OF.WORK: S ARE'. FINISHES"AND..SPEGIFIGATION OPEN T ! O BELOW , PER OWNER NEW HAN17 SINK t EY-M5H E E (] _ II IILjT1 • j 2__ 11 I � •I , HOOD III�---II L_-__ II"'. EXISTING SHE --- I �I I ' Ir' TO BE REMOVED IL 2 II ---11 . ' eROPosEb eROPosm I , II 5TORASE O STORAbE I. O O ------- -- ---11 i • NEW I sroRA6E SINK I NEN LAM Z I j OPEN TO BELOW ® 1 I DN STORAGE I • EXIST. EXISTING STORAGE RACK EXEEXI_T• + �xlsrlNb . E I TO REMAIN -` I OPEN TO BELOW I. Q _ 1 I F--=- -----___�- -------- ---------------- rn n�Trrrn 0" IIIIIIiI.IIIIIIII II • � • 1 I I I i I I I-I I �, � � • �i�l_LLIJ111LLLLIJy ,' II O _ G jl I I I •'. -� OI X15TING ii iQ i i I c II I� I1 II E STORAGE RACK 11 � I� II I 11 TO BE REMOVED ii i i j II i Il OFFICE/ I I L----- ----- :5TORA&E , I II I� II --- I I I 11 Ir II II I � I I M I I v. PROPOSED E I� II STORAGE I OPEN TO BE OW , L it --------------- - L____-_ EF jr7 IIpN bV_ZZANlhE I L o II � 0 o a o . o �; 0 1 1 fl L------------------------- --. - .. - - - - --- ----•- T y O 4 8 12 .16 20 . �4. 28 -32 36 SECOND FLOOR DEMO ON / GONSTRuG T I ON M ( 5UD NO SCALE: 4 502 .(55 S .F . CORWIN STREET (50') 0 PLEASE BE ADVISED. THE GOMPL I ANGE GERTI F I GATI ON I S` BASED `. VINEG,4R - ON PLANS AND SOLELY FOR THE PURPOSE OF OBTA I N I NG ti BUILDING INC E3aSTING NUILDING BUILDING PERMIT. ' I N ORDS O.'. w. '. R T COMPLY WITH TOWN GUIDELINES I MAPA T TO REIKnI SP TI N MAIN .... ADDITIONAL ONS I N EG AND TESTI NC" MUST BE DONE TO OBT,41 N auuvlNc ERTIFIGf�TE OF OGGUPANGY PART B ISLAND RML ROAD Q LON D INTERIOR RENOVATION FOR. .�...- PROPOSE • ATGHBOOK. 1�15T1 LL I NG GOMP�ANr, LLC,. I �I �'V J � 230 GORWIN STREET 6REENPORT N.Y. II144 Y 1 Q�� AS NOTED . APPROVED BY: DRA�^A1 BY,RK' . SCALE: I"=80'-O" � > , a, DATE. 06-20-16 REVISED BY 1 Aro h 1 t Robert � Griner c est 476 �x re55wa . Drive,5o. Medford, N.Y. 11763 (631) 654=4q4q ISSUED FOR PERMIT 08.10.16 (DENAIL) RESUBMITTED TO PLANNING 11.01.16 RESUBMITTED TO PLANNING 01.03.17 „ r o kP C�' 2ND FLOOR DEMO / CONS 6 ` TRUGTION ISSUED TO PLANNING Oq.l5.16 RESUBMITTED TO PLANNING 11.18.16 RESUBMITTED TO PLANNING 03.06.17 11 PLAN MA I N.BU I LD I NO PART 'A 16 0 SYMBOL IDENTI.FIGATION • : 2X2'RE6E55ED , LIGHT FIXTURE TO BE SELECTED 5 LIGHTRFIXTURE TO BE SELECTED BATHROOM " EXHAUST FAN " A5.PER GODS ' TO BE SELECTED EXIT . ' SELFLUMINESCENT =:EXIT SIGN •. ` BE SELECTED BATTERY WALL PACK . ` - TO BE SELECTED 5D SMOKE DETECTOR. O CEI I G L N HEIGHT NOTE��, . . . . • IO:-0• AL, ELECTRICAL, FIRE ALARM;FIRE SPRINKLER EGURI H C.H. I ALL MECHANIC 4 5 TY. SYSTEMS TO BE COMPLETED BY OTHER • . • NER, AND VERI,FIED� • 2 ALL FIXTURES ARE TO BE SELECTED BY OW BY CONTRACTOR PRIOR TO PURCHASE OR INSTALLATION.:.' 5D 5. ALL HUNG CEILINGS ARE TO BE SELECTED BY,OWNER'AND,' O INSTALLED BY CONTRACTOR . . 4. ALL EXIST SIGNS.8 •BATTERY WALL PAGK'QUANTITIES d '• LOCATIONS ARE TO BE VERIFIED.WITH FIRE MARSHAL _ PRIOR TO PURCHASE OR INSTALLATION G.H. G.H. " 5D X _ ®ul U1 O 21 41 &1 , e5l IO 12 I4I6 IS 20 LINO FLAN \/ I NEOAR BU I LD I NO NOTE: PROVIDE R-50 BATT INSULATION ABOVE NEW DROPPED CEILING MAR 2017 CORInN STREET,(50) L�3rd . . PLEASE BE ADVISED .THE GOMPLIANGE GERTIFIGfi�TION IS`B, SED ON PLANS. AND SOLELY FOR THE PURPOSE OF .08TA1NINO A .� T'INEGAR BUILDING PERMIT. IN ORDER TO. COMPLY .WITH TOWN GUIDELINE W LDING FISTING BUILDING .. W WLIN TUILDING TO REMAIN . — PAR DD I T I ONAL: INSPECTIONS AND TESTING .MUST BE DONE :TO OBTA)N•,.'': . A GERTI F I GATE 'OF OCCUPANCY ti PART ILDING �� O� 4' 8' 12' 16' 20' 24' 28' ..32' 36' 40' FROP05ED INTERIOR RENOVATION FOR : ISLAND RAIL AD --� LONG '" <, = MATGHBCUOIK DISTILLING. GOMl=AN)l%LLC l Hwy , 230 GORWIN STREET 6REENPORT N.Y:IIQA4 P� SCALE:-' AS NOTED APPROVED BY. . DRAM BY. RK <E)"' I `� SCALE: I"=80'-O:: . !1 : u ; - R LGTD !Y/ L N� N MAIN i% U � LD � NG FART B DATE: 06-20-I h REVISED BY - Robert .J. Gruber r. ohitect SCALE: I/8"=1'-O" a r 6. Ledford, N.Y. 11763 (631) 654=4g4Q � 476 Expre, Drive 5 O ER I 08.10.16 DENAIL ITTED TO PLANNING 11.0'1.16 RESUBMITTED TO PLANNING 01.05.1"T �COPP 11t 1/INEGAR MAIN BUILDIWH NG PART. B ` G 155UED FOR P M T ( ) RE5UBM8 ISSUED TO PLANNING 011.15.16 1 RESUBMITTED TO PLANNING IIA316 1 RESUBMITTED TO PLANNING 03.06.17 REFLECTED CEILING PLAN RGF 'LEOEND. IPENTIFICATION 2X2 RECESSED _ • LED LIGHT FIXTURE ' • TO BE SELECTED . SUPPLY DIFFUSER ' TO BE SELECTED : 2X4 RECESSED' LED LIGHT FIXTURE_ TO BE SELECTED .' RETURN DIFFUSER". .' . . ' TO BE SELECTED. SURFACE MOUNTED O / CHAIN HUNG ' L FIXTURE 5ELF U N , TO ELECTED, EXT SIC L.E5 • BE S ' TO BE SELECTED . . RECESSED BATTERY '...:; :,.,;;,,..:"•:,. '.. LED LIGHT,FIXTURE , � WALL`PACK TO BE 5ELEc:,TEV_ TO BE SELECTED, 5D SMOKE DETECTOR iX4 SURFACE MOUNTED EXHAUST FAN rr • 1... LED LIGHT_FIXTUREBE'SELECTED , . O BE SELEc..T1�D O �—iL 1 --- - 1. ALL GAL, ELEGTR.IGAL,.FIRE ALARM, tXIT FIRE SPRINKLER d SECURITY SYSTEMS' TO BE ;.OM • ;; . ' P! ETED BY OTHERS — BiG ASS 2. ALL FIXTURES ARE TO BE SELECTED.BY FAN FIXTUREOWNER, AND VERIFIED BY CONTRACTOR,PRIOR TO BE SELECTED ED TO.PURCHA5E OR INSTALLATION 4 'ALL SIGNS'4 BATTERY WALL'PAGK SEE SECOND FLOOR QUANTITIES / LOCATIONS ARE TO BE VERIFIED.. REFLECTED CEILING PLAN WITH FIRE MARSHAL PRIOR TO PURCHASE OR FOR LIGHTING LAYOUT INSTALLATION. O o ' EXIT H . 0 o O o ------_---= ---= -------------- - - - ---------------- --------------- EXIT I I I EXIT ' IH --- ❑ o ❑ ❑.' o — 1 l — — r---1 _ - --- 5EE SECOND FLOOR ---a I I I REFLECTED CEILING PLAN __ , — — J I r � FOR LIGHTING LAYOUT L_-- ----------- I � I xx I I - I I : j j I , I - - _ .,� . 2V 32 36 40. . ..O 4 8 12 !6 .. ..20'. 2 F I RST FLOOR REEL Er,,TED L L MAIN 5U I LD I N� PARS SCALE: I/4"=1'—O" n .� , :r , 0 7 Sfi(;aheatJ�lC;^.a CORIPIN STREET (50') f PLEASE BE ADV I SEP THE, GON►PL I' ANG E GERTI F I GATI ON I S' BA SED ON PLANS'.AND SOLELY .PUP. ' THE PURPOSE OF. OBTAINING A B vrNEc� UILDING PERMIT:'' IN ORDER TO COMPLY WITH TOWN GUIDELINES E„ BUILDING W fVTXOlSRI,;jNj3uILDlNG "N BUILDING ADDITIONAL INSPECTIONS AND'TESTING MUST BE DONE' TO-, OBTAIN PART A _ A GERTII=IG�rTE O� OCCUPANCY TUILDINGJwlv B ROADLONG ISLAND � - ' • PROPOSED INTERIOR RENOVATION FOR .:; ' - 4 � MATCH GTILLING; GOMPA�NY'-:LLG�" , . . MATREET I5 .6REENPORT N.Y. 111144. KD _ o tv9 230 G •� 'r APPROVED BYa sGALEa' AS NOTED DRAM BYa RK E Y FL A I `� SCALE: I°=50'—O" DATE, 06-20-16 REVISED BY Robert J. Gruber Arch ite�t 416 Ex re�5�ai Drive 50. Medford; N.Y. 11165 (631) .654 '4g4q 151 ISSUED FOR PERMIT 05.10.16 (DENAIL) RESUBMITTED TO PLANNING 11.07.16 RESUBMITTED TO PLANNING 01.03.17 5T {-=LOOK. REELECTED GE I L I NG PLAN °: 6 155UE12 TO PLANNING OQ.15.16 RESUBMITTED TO PLANNING IIA3.16 IRESUDMITTED TO PLANNING 05.06.17 _ , -�° .MAIN BUILDING PART A ': : .IOBa. #I6-O 11 RGP L_E(3EN D "M50L IDENTIFICATION , NTIFIGAT ON 2X2 REGE55ED LED LIGHT FIX I URE TO BE SELECTED _ SUPPLY DIFFUSER•.:. ' TO BE SELECTED 2X4 REGE55ED LED LIGHT FIXTURE _ ,. TO BE SELECTED - RETURN DIFFUSER' TO BE SELECTED,. : SURFACE MOUNTED • ' , 0 / GI•f�hlN HUNG • LED LIGHT FIXTURE EXITSELF LUMINESCENT . _ SELECTED EXIT SIGN - TO BE ® TO BE SELECTED RECESSED BATTERY LED LIGHT FIXTURE '� . 1NALL PACK ,.. TO BE SELECTED, TO BE SELECTED , 5D SMOKE DETECTOR EXHAUST FAN ® TO BE SELECTED BIG A55 FAN FIXTURE NOTES TO BE 5ELEGTBD I. ALL MECHANICAL, ELECTRICAL, FIRE ALARM, FIRE SPRINKLER 4 SECURITY SYSTEM - . . . . . TO BE COMPLETED 2. ALL FIXTURES ARE TOE SELFGTED , B BY OWNER, AND VERIFIED BY CONTRACTOR PRIOR TO PURCHASE OR INSTALLATION 4 ALL BATTER .NA LL� B Y LL PACK QUANTITIES / LOCATIONS ARE TO BE VERIFIED_ O WITH FIRE MARSHAL PRIOR TO PURCHASE OR INSTALLATION " O O O o Li PAT EXISTING EXISTING a a �� a o CEILING LAYOUT GE TO REMAIN ':LAYOUT U I TO REMAIN I EXISTING CEILING LAYOUT TO REMAIN EXI5TING r-- ---=----=------------- � � . TOLREMAINYO INC7 LA UT I : EXISTING , ' I CEILING LAYOUT TO REMAIN , I < I I I I p p p ap . I Q O O O O jO a 0rl O ---------s - - -- _.... - --------- - O' 2' 4' (0I. . 8' 10'. 12' 14' 16'• SEGOND FLOOR REFLECTED GEILIN6 FLAN* � MAIN SUI LDING FART A - SCALE: 1/411 0:: �C • to .1�. . 4�. x CORWIN STREET (50') o — — — — — PLEASE BE ADVISED THE GOMPL I ANGE GERTI F I GATI ON 15 BASED vrNEG ON PLANS AND .SOLELY FOR'THE PURPOSE OF'OBTAINING.. A BVILnING INC DUILDING BU I LD I NC PERMIT: I N .ODER...TO. COMPLY WITH TOWN CcU I IDEL I NQS MAIN BUILDING EXIST TO REMAIN ADDITIONAL IN5PEGTIONS ANIS TESTLNO'MUSTBE DONE TOOBTAIN I PART A A GERTI F I GATE OF... OGGUPANGY )JAIN B INC B . `- ISLAND RAIL ROAD PROPOSED: INTERIOR RENOVATION FOR D LONG . :; ATGHBOO __.....--- 250 ORWIN STREET 6REENPORT N l' SCALE: A AS NOTED . DRAWN BY.RK naa� PPROVED BY. <E) :FLAN SCALE: I -80 O DATE: REVISED BY • z 0620 16 i H Hj+ • Robert .J. Gruber. �rchlte�t.. '.� . 416 Ex re55wa Drive 56. Medford, N.Y. 11165 51) 654-4g4q, or REFLECTED GE I L I NG .PLAN 6 R=. ISSUED FOR PERMIT 08.10.16 (DENAIL) RESUBMITTED TO PLANNING 11.0"1.16 RESUBMITTED TO PLANNING 01.03.1'1 10"OF ISSUED TO PLANNING Oq.15.16 I RESUBMITTED TO PLANNING 11.18.16 1 RESUBMITTED TO PLANNING 05.06.17MAIN BUIL _ DING: PART A JOB. o-r I B.O. DEGK CAULK B.O. DEGK CAULK B•0• DEGK B.O. DECK B.O. DECK 'H E CAULK ', CAULK CAULK . �� ULE , 6:: Ib GA. MTL STUDS 3 5/8 I6 GA. MTL 6„ 16 GA. MTL STUDS 5 5/8 16 GA. MTL. 6 I6 GA. MTL STUDS AT 16” O.G. 571UD5 AT 16" O.G. AT 16" O.G. STUDS AT 1(5 O.G. AT I6" O.C. DOOR FRAME FIRE EXISTING TAG WIDTH HEIGHT TYPE ELEVATION MATERIAL MATERIAL RATING REMARKS WALL TO GLA55 FIBER SOUND BATT R-Iq BATT INSULATION -' REMAIN INSULATION, NOM 3-1/2 IN. EXISTING DOOR TO REMAIN.:' THICK, MIN. DENSITY OF DOOR TO REMAIN. REPAIR / REPLACE;AS PER OWNER PATCH GLA55 FIBER SOUND BATT GLASS FIBER SOUND BATT R-15 BATT INSULATION " REPAIR I REPLACE A5 PER OWNER REPAIR A5 0.80 PGF, WITH A FLAME E EXISTING — INSULATION INSULATION SINGLE HOLLOW HOLLOW . . PER OWNER, SPREAD OF 25 OR LESS FRP PANELS .1 3'-O", 'i'-O" B' AND A SMOKE DEVELOPED (1) LAYER OF 5/8 AS PER OWNER SWING METAL METAL COORDINATE 3/4 1 PROVIDE CLOSER 4 SILENCERS W/ EXTERIOR OF 50 OR LESS,.. t GYP BD. ON ' TO (I) LAYER OF 5/8 (1) LAYER OF 5/8 3'-O" 7._O SINGLE A SOLID.GORE HOLLOW NIA PROVIDE PA55AGE.LOOK, 4' ' ELEVATIONS FRICTION-FITTEDDRY SIDE 2 SWING WOOD METAL SILENCERS .': COMPLETELY FILL THE GYP BD. ON GYP BD. ON 5/8" 3'-O" �('_p'� SINGLE SOLID GORE HOLLOW PROVIDE PASSAGE.LOGK, .4 STUD GAVITIE5. DRY 51DE DRY 51DE (U LAYER OF (I) LAYER OF 5/8" GYP BD. ON 3 B SWING WOOD. METAL` N/A ' SILENCERS''.. APER /8" "TYPE X" GYP BD. MOISTURE OF 5 :. 4 DRY SIDE b, p" -I,' O„ DOUBLE HOLLOW HOLLOW SILENCERS ON DRY SIDES (I) LAYER OF 5/8 (I) LAYER OF 5/8 RESISTANT - - SWING METAL : METAL tt tt MOISTURE MOISTURE GYP BD. ON „ DOUBLE SOLID GORE HOLLOW . 3/4 PROVIDE CLOSER +� 5 (U LAYER OF 5/8 NET 51 DE (1) LAYER OF 5/8" 5 6 -011 'i-O G °TYPE X" MOISTURE .: RESISTANT RESISTANTN/A PROVIDE GL05ER 4�SILENCERS RESISTANT GYP BD. ON GYP BD. ON MOISTURE SWING WOOD METAL NET SIDE WET SIDE CAULK RESISTANT 6 b'-O" 8'-O".'' DOUBLE 50LID GORE HOLLOW, ... . , INSULATED DOOR W/ WEATHER STRIPPING , GYP BD. ON GYP BD: ON SWING WOOD METAL PROVIDE CLOSER 4 SILENCERS FLOOR FLOOR FLOOR FLOOR FLOOR - FLOOR WET SIDES /// , / �- WET SIDE NOTE D N/A' ' SECTION SECTION GAULK ,. SECTION ALL DOOR SPECIFICATIONS 4 QUANTITIES TO BE VERIFIED WITH OWNER PRIOR TO PURCHASE OR INSTALLATION 77 CAULK SECTION CAULK SECTION CAULK SECTION , Q I �p 17 in ID OOR � X N m PLAN ' PLAN � PLAN PLAN PLAN PLAN . m : ,4 PE WALL TYPE I WALL TYPE 2 W LL TY 3 W�rLL TYPE 4 WALL TYPE 5 WALL TYPE. b-� L)L# U4 I q ROOM ADA.. NAME \ • SIGNAGE WALL `�Y I : FES _ NOTES SGALE. I/2.. 1'-0 1. COORDINATE ALL FINISHES WITH OWNER „ o 0 , _ 2. USE (1) LAYER OF 5/all MOISTURE RESISTANT GYP BD. ON ALL NET AREAS / KICK. / KICK / KIGK\ / KICK�' � -./ ,•. PLATE PLATE\ C' L ELEVATION A ELEVATION B ELEVATION r�, :EL:EVAT16N G JIL 4" VTR. ROOF I 4" VTR. EXIST. EXIST. MENS TOILET I WOMENS TOILET I TO REMAIN TO REMAIN W I I .`4DOW �GHDU! E. - - -1- - - _ — — ,— I I TAG . MANUFACTURER SERIES MATERIAL TYPE SIZE . ELEVATION REMARKS^ ;- I ' I I I I I I - W.G ILAV. ( LAV .' W.G. I A KAWNEER 451T ALUMINUM... FIXED Vol' ,� I { SINGLE 2'-0" x .. . A 3/4 HOUR„FIRE RATED URINAL I (. I I ( E '. EXISTING WINDOW TO.REMAINE ' EXISTING WINDOW TO REMAIN REPAIR REPLACE AS PER OWNER' REPAIR / REPLACE A5 PER OWNER 2ND FLR / G.O. I WI WIDOW LLE\\\ A7 O�l� ' EXIST. NEW FRUIT NEW MENS I NEW WOMENS TOILET ,. .; V.LF.. ., . NOTE: TO REMAIN I PREP H.G. TOILET2a _ — _ • 2 H.G. TOILET ALL NEW WINDOW SIZES, HARDWARE 4 — — — — —I — I -- — r — —'— -� — := = GLA55'TYPE 15 70 BE FIELD VERIFIED, (— -T r I I I I PRIOR TO PURCHASE OR INSTALLATION I I I I v2tt 13 COMP. 2”� Q tt I I tt tt 1 SINK I I/2 2 .I i I/2 I .I I/2 1.2 m W.G W.G. ILAV. EMERGENCY G I LAV. LAV.I . URINAL EYE WASH C• DRINK. 2tt I . FLOORFLOOR FLOOR FLOOR FLOOR I FOUNT. FLOOD. FLOOR I 14211GREASE DRAIN DRAIN DRAIN DRAIN DRAIN „ I „ JAN. IST FLR TRAP I/2 I 1/:2" /2 SINK DRAIN DRAIN 3tt 1 1/2 Ott FAl tt tt tt G.O. G.O.F---- I 3 I I/2 G.O. ' _ • , , 4tt Ott GRADE i/2" I IJ2" I, I/2" O G.O. �_ , . • Ott -� tt — Z 4 G.O. 411 G.O. ROOF 4" VTR. EXISTING SANITARY LINE Jif EXISTING SANITARY LINE Ott ANI M { TO APPROVED- 5 SANITARY SYSTEM NEW H.G. I. TOILET'_ 2" — '— . 2t1 - 4" H. Tn?AP I I T - . - . -- — - - - � SUI DF U � 1 N� R 15 E R D I >�OR>�1� (MAIN � I N� �•, tt tt 1/2" 3 COMP._ SCALE: NONE. - . 2 .I I I/2 ,I I I � I tt { SINK' LAV. •I EMERGENCY HAND ' ' EYE WASH DRINK I FOUNT.6RE2 I/2° tt tt I. N. 91NK I I/2 A IST.FLR 1 TRAP SE tt I _ a tt PULL SIDE I/2". I/2" I/2" 4a FA NOTE: X-12 IF POORHAS NOTE: Y=48 MIN. IF DOOR GO. 3' I' C.O. PULL ,SIDE I I I 1 BOTH CLOSER AND LATCH 2'MIN Ott 4„ HA5 BOTH LATCH AND CLOSER I- - - - - - - - - -� �{ x i Lu � I GRADE 54 MIN. I I I- -r -- -- -� I z 2' MIN. -� z X tt 4" TO APPROVED PUSH SIDE I I >- PUSH SIDE I I I I 4t. SANITARY SYSTEM d' I � I i , NOTE: IF Y-60 , THEN X-36 NOTE: Y=54 IF DOOR HAS CLOSER " 4" H I � . TRAP IF Y=54", THEN X=42" cLATCH SIDE FRONT APPROAGHE-SLIDING DOORS NGE SIDE PPROAGHE - AND FOLDING DOORS I (�/� HI A 5 SWINGING DOORS LATCH SIDE APPROAGHE5�5WINGING DOORS .: : l� I I I R I ER, D I \ / NE0A NONE, �p il 5PULL SIDE tt NOTE: Y=48" MIN. IF DOOR .. : 54 MIN. HAS CLOSER r- - -- -- - - - .54"MIN. S'0{3f7�„! bGfrl 8�^.r I I z I I �PPRO�G� 3q"-41" _ I I , o I I I I I I nay Is° 60”MIN. PLEASE BE ADV 15ED .THE .GOMFL I ANGE:GERT:I F I C ATI ON 15 .BASED. Pu�H SIDE . I 4" PREF RRED I I I I ON PLANS .,SND`.SOLELY FOR THE PURPOSE �OF OBTA I N I NO A 36"M `r I 2' MIN. I 18" MIN. I I I ► I ;� Ie" ¢ 4=" 15" BU I LD I NO PERMIT. " I N ORDER TO COMPLY W 1 TH `TOWN OU I DEL I NE5 _ I2" 24" ADDITIONAL INSPECTIONS .ANIS TESTING, MUST. BE DONE .TO,.OBTf�IN nIN min " GERTIFIGTE OF OGGUi? FtiGY': .. TOILET �z PROPOSED INTERIOR,RENOVATION,FOR" PAPM FRONT APPROACHES-SLIDING DOORS SLIDE SIDE FRONT APPROAGHE-SLIDING DOORS m ;� r- _ m AND FOLDING DOORS AND FOLDING DOORS ley „r:_ �' , M TCI-Ii�00K D 15T1 LL I No.,. COMPANY LLC," ,.4 FIN.FL. 00 _ FRONT APPROACHES-SWINGING DOORS. f ���. <A+ 230 GORHIN STREET' eREENPORT N.Y. IIg44 NOTE,IN 50ME CASES � �' SGALEt AS NOT1=D eY:.: DRAWN BYE RK..., SIDE WLOCATION ` fi:: MAY GHAN&E .fir',,u'g' DBY . ' ... 48 MIN. + APPROVED TOILET Q SINK MAY BE I=RONT VIEW VIE REVERSED AND POOR� -' �'., DATE, '`06-2G-16 � 'REVISED BY " � .. .. 1 B I TY DETA I LS _ . .' DOOR AC,,C.,,E55 SCALE: NONE TT PIGAL HANDIGAP TOILET SPEGIF1 ATIONS ` Robert ..�. ;..Gf^UbE%r'' 4.16 Ex �re55wa Drive 5o. Medford KY, 11165 .'.'X631) 654-4g4q SG E /4" = I'-O"' NOTEt ALL TOILET ROOMS SPECIFIED AS HANDICAP 5HALL MEET ���` ��37a t ALE. I P_ TH N REQUIREMENTS OF A.N.5.1°AII7.1-2003 FOR PW51CALLY *.2t p _ !`. 6 : ISSUED FOR PERMIT 08.10.16 (DENAIL) RESUBMITTED TO PLANNING 11.0 .16 RESUBMITTED TO PLANNING 01.03.17 HA DIGAPPED. ( - v� BOOR I �I, RDW?�RE ISSUED TO PLANNING Oa.15.16 RESUBMITTED TO PLANNING 11.18.16 RESUBMITTED TO PLANNING 03.06.17 ' . :-� FII . WINDOW SGHEDULES..�, WALL TYPES .lost ..' #O CORTITIN STREET ( 501 ) EXISTING MANHOLE INV EL:8.24' EXISTING MANHOLE j EXISTING 8" DIA_PIPE (1500=0-- -------- - _ - INV EL- .01' SEWER MAIN TO REMAIN --- - - -- - - - - - ---- - --- - --- ---- / \ - ---- - -- - --- - - -- - --- - 1- -- WATER WATER WATER --- WATER WATER WATER WATER WATER -- EXISTING WATER MAIN TO REMAIN -- --- - - - _ ' WATER --- - - - - - --- -- --- - -- WATER - WATER --- WATER WATER -- WATER --- WATER --- WATER WATER --- WATEF�/---- WATER -- WATER --- -- ---- -------- - - I _ --- -- i WATER -- - - ------ --- WATER ---- --- - - - - ----- - - -- WATER WATER WATER WATER - --w WATER -- WATER WATER -- WATER Tp '�'G C� �j 50 DEC,. MAX BEND EXIST. GRASS AREA N - _. - - WATER - WATER WATER R �F' ► J �U AT SOIL LINE NEW MANHOLE F,y C / TO BE MAINTAINED -+ -- / - �- _ - EXIST. _ _� INC WATER EXIST. GRASS AREA ---- - - - - - NTTO REMAIN �_nl IRE HYDRANT EXIST. GRASS AREA EXIST. _ _ _ � .: - - M " f TREE TO BE MAINTAINED P ---- - - - - --_ - - _ TO BE MAINTAINED cV / - I - TO REMAIN T p �� - - - - - - - ---- - - . GRASS c0 ------- _ - - - - - 0 I EXIST AREA - 625 ..8 REMAIN O -- / TO BE MAINTAINED • EXISTING 6 I -- MANHOLE/ Iq.q' NEW HOUSE TRAP - �_ - EXI5TI1dG m'+�� '''tel FA `y -'_ SHEET I NIREX BU I LD I NC DATA - MAIN BU I LD I NC BU I LD I NO DATA VI NEO AR BU I LD I NCC A-I COVER SHEET, GENERAL NOTED AND EGRESS PLANS BUILDING OCCUPANCY / USE B BUSINESS / 5-2 LOW HAZARD / F-I MODERATE HAZARD BUILDING OGGUPANGY / USE F-I MODERATE HAZARD OGGUPANGY A-2 SITE LOCATION PLAN GONSTRUGTION GLASSIFIGATION: _ TYPE IIB / (IIB GONSTRUGTION GLA551FIGATION: TYPE IIIB A_5 SITE PLAN MAXIMUM ALLOWABLE HEIGHT: _ 55'-0" / (4) STORIES MAXIMUM ALLOWABLE HEIGHT: 55'-0" / (3) STORIES A-4 FIRST FLOOR DEMOLITION / CONSTRUCTION PLAN - VINEGAR BUILDING MAXIMUM ALLOWABLE AREA: TYPE IIB: 23,000 / IIIB: Iq,000 MAXIMUM ALLOWABLE AREA: 12,000 MAIN BUILDING PART B _ F_GRESS GALGULATIONS: A-5 FIRST FLOOR DEMOLITION / GON5TRUGTION PLAN - MAIN BUILDING PART A AUTOMATIC, FIRE SPRINKLERS PROVIDED: _ (EXISTING SPRINKLERS TO REMAIN / BE MODIFIED) AUTOMATIC, FIRE SPRINKLERS PROVIDED: AREA: +/- 4,272 S.F. NO BUILDING TYPE: IIB SECOND FLOOR DEMOLITION / 0ON5TRUGTION PLAN - MAIN BUILDING MAXIMUM HEIGHT INCREASE PER BC504.2 MAX. HEIGHT 75'-0" / (5) STORIES MAXIMUM HEIGHT INCREASE PER BC504.2 N/A ALLOWABLE AREA 4 HEIGHT: B OCCUPANCY: 26,000 S.F. / 4 STORIES (559 A-7 ROOF PLAN - VINEGAR BUILDING, MAIN BUILDING PART B MAXIMUM AREA INCREASE PER BC506.3 4 BC,506.4: TYPE IIB: 61,000 / IIIB: 57,000 MAXIMUM AREA INCREASE PER BC,506.3 4 BC,506.4: N/A SPRINKLERS: YES SINGLE OCCUPANCY, YES A-b ROOF PLAN - MAIN BUILDING PART A ACTUAL BUILDING HEIGHT +/- 38'-10" / (2) STORIES ACTUAL BUILDING HEIGHT +/- i7'-q" / (1) STORIES OCCUPANCY.- (B) BUSINESS $ (5-2) LOW HAZARD 5TORA6E FLOOR AREA PER OCCUPANT: A-cq DOOR SCHEDULE, WINDOW SCHEDULE, WALL TYPES PLUMBING RISERS ACTUAL AREA OF BUILDING _ I5T FLR: 24,261 S.F. / 2ND FLR: 4,272 S.F. / TOTAL: 20,541 S.F. ACTUAL AREA OF BUILDING 2,257 S.F. 500 S.F. 6R055 WAREHOUSE / 100 S.F. GROSS BUSINESS (3,111 S.F. / 500 = 6) + (1,153 S.F. / 100 = 12) DESION LOADS IS TOTAL OCCUPANTS _ L/ PER TABLE 1607.1 INCHES PER OCCUPANT: .2" FOR STAIRS / ,15 FOR ALL OTHER COMPONENTS 15 X .2 = 5.6" REQUIRED / 18 X .15 = 2.7" REQUIRED OFFICE AREAS CORRIDORS EGRESS GALGULATION5: 52" WIDE STAIRS PROVIDED / (2) - 56" DOORS PROVIDED AREA: +/- 2,257 S.F. NUMBER OF EXITS: 2 LIVE LOAD: = 40 LBS./SF LIVE LOAD: = 100 LBS./SF BUILDING TYPE: IIIB ALLOWABLE TRAVEL DISTANCE: 300'-0" ALLOWABLE AREA 8 HEIGHT: 12,000 S.F. / 3 STORIES ACTUAL TRAVEL DISTANCE: 15'-4" a - DEAD LOAD: = 10 LB5,/5F DEAD LOAD: = 10 LBS./SF DOOR SEPARATION DISTANCE, 13'-O / - 31 -O REQUIRED (56'-1011 PROVIDED) SPRINIGLERS: NOT REQUIRED TOTAL DESIGN LOAD: = 50 LBS;./SF TOTAL DESIGN LOAD: = 110 LB5./5F SINGLE OCCUPANCY: YE5 - OGCUPANGY: (F-I) MODERATE HAZARD OCCUPANCY _ ROOF _ FLOOR AREA PER OCCUPANT: r EXIS G ' LIVE LOAD (SNOW): = 30 LB!,./5F (00 S.F. GROSS INDUSTRIAL / 500 S.F. GR055 WAREHOUSE EXISTING 5TORA6 +/- 774 S.F. / 100 S.F. = e) + +/- 1,513 S.F. / 500 = 4 (12 TOTAL OGGUPANTS) 5TORA6E 10- DEAD O DEAD LOAD: = 10 LBS./5F „ To REMAIN EXISTING INCHES PER OCCUPANT: .3 FOR STAIRS / .2 FOR ALL OTHER COMPONENTS REMAIN STORAGE M15GELLANEOUS: = IO LB5./5F I2 x .2 = 2.4" REQUIRED NEW To (1) - 56" DOORS REOUIRED __ LAB _ -�REMAIN I TOTAL DE51ON LOAD: - 50 LB_;./5F NUMBER OF EXITS. I - - EXISTING I ALLOWABLE TRAVEL DISTANCE: 300'-0" TOTAL TRAVEL - - ^ - 5TORA6E WALL DISTANCE: 15 4 7--- 7 ACTUAL TRAVEL DISTANCE, 61'-4" TO / I DOOR SEPARATION DISTANCE. N/A - I EXIT C I REMAIPd I WIND LOAD: = 30 LB5./SF � =I Y l�-�I ___-__ -_ __ TOTAL TRAVEL DISTOENERAL NOTES _ ����� WIND SEISMIC, LOADS: - 54'-4 NCE: 1. GENERAL GONTRAGTOR TO FIELD GHEC,K ALL EXISTING MOST Bas i c W I nd Speed . , , , , . . . ; . . . 110, do mph IEXIST.' CONDITIONS BEFORE COMMENCING WORK. REMOTE I ❑� NEN Wind Importance Factor C T) , , . I, 10 POINT I I CONFERENCE I I �R• 2. GENERAL CONTRAGTOR SHALL COORDINATE ALL ARCHITECTURAL, W I nd Exposure Category , , $ i Internal Pressure Coef ( GCp I) C], �g/-(�. 18 I 1 I LZMAIN ' STRUCTURAL, PLUMBING � MECHANIGAL WORK. Loads for campon4hts not prov I dei{ by lou I ld I ng manuf acturer 1 I 3. ALL WORK SHALL COMPLY WITH THE N.Y. STATE BUILDING CODE Corner Areas (w 1 th I n 4, 20' of Cor-her) 25, 88 psf pressure -34, 66 psf sect l on Other Areas 2S 88 psf pressure 28. 08 psf suct Ion --,------I_________________ 2010 AND LOCAL CODES $ ORDINANGES HAVING JURI5DIGTION. p e These values are �1=1�re maximum va lt�ts required based an a 10 sq ft area, Q. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR ANY DAMAGE Components w I th larger areas may have lower w I nd loads, C --� i TOTAL TRAVEL EXISTING 5TOR. SUSTAINED TO EXISTING BUILDING, PLANTINGS, ETC,. DURING � ' �-�_ STORAGE _ , To l DISTANCE: 14'-O" -.-� TO ���i�EMAIN CONSTRUCTION. Se I Sri I c TOTAL TRAVEL „ - - - - __L - - - _ - _ / CONCRETE $ MASONRY: Seismic Importance Factor ( Ie) 1, 25 DISTANCE: 70'-8" - - REMAIN SeisMIc Design Category . . . . - Soil Site Class . . . . . , , ; , . , , , , b Stiff Soll MOST I. CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH Ss , , , , , , , , , , , , , , , , , , , , , , , , , ; , 0, 262 g Sols 0, 278 g _ _ _ THE LATEST A.G.I. SPEG5. FG=3000 P.5.1. MIN. AT 2E, DAY TEST. Sl ; ; ; , , , , , , , , , , , , , , , , , , , , , , , , 0, 061 g Sal , , , , . 0, 098 g F I RST F L O O R E O R E S S FLAN 2ND FLOOR EO R--.,ESS FLAN REMOTE POINT (A.G.I. 318-63) Analysis Procedure , , , . . , , . , . F_qu I va f ent Lateral Force SCALE: 1/16"=1'-0" Co l uhn L I ne AH t0�2 2. ALL EXTERIOR WALLS, FOOTINGS, COLUMN FOOTINGS SHALL Das i c Force Resisting Syster, H ,� \ / I � I I I MAIN � I +�, I i, I SCALE: 1/16"=1'-o" BEAR ON UNDISTURBED VIRGIN SOIL HAVING A MIN. BEARING Response lAod I f 1 cat 1 on Coef f i c I ent (R) 3, 00 ll I I I D ON 1.5 TONS PER 50. FT. Seismic Response Coeff I c i ent (Cs) 01 09 3. NO CONCRETE SHALL BE PLACED ON FROZEN GROUND, CONCRETE Design Base Shear I n kips C V) 34. 82 Basi Struc-tur~a l System (from AS( t_ 7--05 Table 12, 2-1) LOAD . PATH PLACED IN WINTER TO BE PROTECTED IN ACCORDANGE WITH H - Stee t System not Spec I f i ca t (y Deta I led for Seismic_ Resistance STANDARD CONSTRUCTION PRACTIGES. - 4. MASONRY UNITS SHALL BE HOLLOW LOAD BEARING TYPE G-c(O. ECGRESS GALGULATIONS: 5. ALL MASONRY WALL5 SHALL BE REINFORCED WITH "DURO-O-WALL" AREA: +/- 23,251 S.F. BUILDING TYPE: IIB REINFORCING EVERY OTHER COURSE, CONTINUOUS TYPE, UNLESS ALLOWABLE AREA 6 HEIGHT: TOTAL TRAVEL B OCCUPANCY- 26,000 S.F. / 4 STORIES (55') DISTANCE: 17'-8" OTHERWISENOTED. ... m,....-.�_--�.�...�..-�.M_..�..-.w--.. 1.Mw�..w.....•-.....-. S2 OCCUPANCY: 26,000 / 4 STORIES (55') 6. REINFORGING STEEL TO BE NEW BILLET STEEL INTERMEDIATE F2 OCCUPANCY: 23,000 / 5 STORIES (55') I GRADE GONFORMING TO A.5.T.M. A 305-DEFORMED BARS. SPRINKLERS: YES SINGLE OGGUFANGY: NO 7. ALL REINFORCING TO BE HELD IN DESIGN LOCATION BY MEANS OCCUPANCY: (B) BUSINESS $ (5-2) LOW HAZARD STORAGE 4 (F-1) MODERATE HAZA I OF APPROVED DEVICES. FLOOR AREA PER OCCUPANT: 500 S.F. GROSS WAREHOUSE / 100 S.F. GROSS BUSINESS / 100 S.F. INDUSTRIAL I 8. NO BACKFILL SHALL BE PLACED AGAINST FOUNDATION WALLS (6,452 S.F. / 100 = 65) + (14,101 S.F. / 500 S.F. = 28) + (2,611 S.F. / 100 = 27) _ 120 TOTAL OCCUPANTS I _ _ _ _ UNTIL SUPPORTING FLOORS OR TEMPORARY BRACING HAS BEEN INCHES PER OCCUPANT: .2" FOR STAIRS / .15 FOR ALL OTHER COMPONENTS NEW � �' �f \�4r "g----- ---------- ---`-- STILL " EXIST. CONSTRUCTED. 120 x .2 = 24" REQUIRED / 120 X .15 = la" REQUIRED C ve EXIST.- �i. HALLS TO BE PROPERLY BRACED (UNTIL SUPPORTING FLOORS OR 52" WIDE STAIRS PROVIDED / (4) - 36" DOORS PROVIDED I AREA �� Fvl9� OFFICE OFFICE TO 1 ROOF TRUSSES HAVE SEEN CONSTRUCTED. NUMBER of EXITS: 4 -_ REMAIN TO REM ALLOWABLE TRAVEL DISTANCE: E300'-O" ---------------------------- _ _________e I ACTUAL TRAVEL DISTANCE: 15a'-7" I ----'----- ------- -� -- - ------4---- I _ PROPOSED i 10. CONCRETE FLOORS SHALL HAVE HARDENER AND 5EALER, FINISH ___- DOOR SEPARATION DISTANCE: 240-3" / 3 = So'-I" REQUIRED (7O'-4" PROVIDED) I I i RECEPTION , TO BE STEEL TROWELED. j /c- I I I NEN Ot'FIG>" 11. ANCHOR BOLTS SHALL BE HELD IN PLACE BY MEANS OF TEMPLATES. I I M- / )✓tENS - TOTAL TRAVEL I I EXISTING I - H.G. j 12. PROVIDE MASONRY ANCHORS AT THE END OF ALL BRIDGING LINES. r__ `� ____ DISTANCE: 151'-7" STORAGE o __ I �I �. p I NEW TOILET NEW razz I== RACK 4---i CHILLER 4 I wOMEN5 `-- PUMP TANK `L TO F-- ; I - MI5GELLANEOU5: �/-�_, EXISTING _ I REMAIN - r-- r T TFI - - �_-_ STORAGE A I - - AREA L ID TOILET f� 1. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF REMAIN �- - - SERVIGE AND SHALL REMAIN THE PROPERTY OF THE ARGHITEGT. ° EXISM WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ARGHITEGT. _�-' �``� _ � _ � - - - - - - - - - - - - - - - -' - - - - - - -� ----- EXISTING c-;i NEW - NEW GRAIN STORAGE FERMENTATION AREA I NEl^ HLT 8 -° NEW EXI5TIN6 STORAGE 2. THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR WORK NOT - -_� _ ST _� 1501LER EXIST. CONSTRUCTED ACCORDING TO THESE PLANS OR NOT UNDER HIS NEW MASH TUN GLT 5TOR. TOILET ' REMAIN ` FRUIT ® AREA AREA o DOM TO TO PERSONAL SUPERVISION. _ _ �, PREP ® o REMAIN REMAIN 3. ALL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, -__� AREA (i l O F, _ __ MEGH.EXISTING ' OPENINGS BETWEEN WALLS AND ROOFS/CEILINGS AND BETWEEN WALL 0-/ , ,��-'f- TO PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVIGE5 THRU --r RE -- _' "- u_ n n n U n y �-1 � REMAIN WALLS, FLOORS, AND ROOFS, AND ALL OTHER SUCH OPENINGS IN THE -�-- BUILDING ENVELOPE SHALL BE GASKETED, CAULKED, � �- MoST I�IEATHERSTRIPPED OR OTHERWISE SEALED. REMOTE POINT re �] (� 4. HEATING DESIGN 15 BASED ON 60010 DEGREE DAYS 10° F L�, OUTSIDE DESIGN TEMP. 70° F INSIDE DESIGN TEMP. - SCALE: 1/16"=I'-0" 4 2016 ENERGY CODE NOTE: ld Town 1. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL g Board - JUDGMENT, THESE PLANS ARE IN COMPLIANCE WITH THE ENERGY PLEASE BE ADVISED THE GOMPLIANGE: GERTIEIGATION IS EASED CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, ON PUNS AND SOLELY FOR THE PURPOSE OF OBT,4INING A CHAPTER-5, SEGTI ONS 502, 503, 504 $ 505. BU I LD i NG PERMIT. IN ORDER TO .COMPLY WITH TOWN GUI DCL I NES ADDITIONAL INSPEGTIONS AND TESTING MUST BE DONE TO OBTAIN A GERTI F I GATE OF OGGUPANGY ti �n �ir-�, PROPOSED INTERIOR RENOVATION FOR '<"// MATCHBOOK D I STILL I NO GOMPAN'(' LLG 230 GORWIN 5TREET GREENPORT N.Y. 11144 e- SCALE, AS NOTED APPROVED BY, DP.AWN BY,RK. � DATE, 06-20-16 PEVI5ED BY , Robert J. Oruber �- �rGl�iteGt sT 13571 4-16 Ex re55wa Drive 5o. Medford, N.Y. 11163 (631) 654-4g4q RESUBMITTED TO PLANNING II.O-i.lb ISSUED TO PLANNING 01.15.16 ATF �o °� COYER 5f-fEC-T, NOTES, ,�RAwIN i NUMBER, � ISSUED FOR PERMIT 05.10.16 (DENAIL) GR 5S DIAGRr4M5 G,4LGULATIONS JOB, #16_071 - � I I _ f I .................. . ........ E W . ...... ...... - v� F1 vn ZE �-� Vi � .. ........ ... ........... ... ....... ... I _ w . . ... .......... . . .... ........... ...... ... RA % v ^,- C---19 .� �� = -- I � .: _ .. . I : . ,- ...... i FLINT . �� STS --� I �1 FLINT STREET Lu vq i USE NOTE : } S I DN`�I � ALL INFORMATION USE SURROUND I NCS SU5,1EGT S 1 TE 15 Tom. SND I5 �. � NOT C�U���NT��D ON O --LINNET STREET ITS I ,O �NN�T STSEET -�' EXAGT LOCATION OR SIZE - L INF=ORMATION TA<EN FROM 4 OOOOL.E EARTH Oi�! 0/12/16 —� �i�OI�IN STREET SROM STREET rl I - I N STREET I o � cE v NOV 14 20IG II \ \� Southold Town VO O Planning Board PROPOSED INTERIOR RENO\ ATION f-OR REo aR y , MATCHBOOK D I STILLING GOMFAN'Y LLG Gly n` f 230 GOP.WIN 5TREET CREENPORT N.Y. WI-44 SCALE, AS NOTED APPROVED BY. DRAWN BY, RK SITE LOCATION FLAN SCALE: 1"=5 0f--0" t . Gal DATE 06—�0-16 REVI5ED BY 476 Expres!5woy Drive 5o. Medford, N.Y. 11163 (631) 654-00 �,> r� `�-' M` 51 TE LOCATION PLAN DRAWING HUMBER: RE5UBMITTED TO PLANNING II.0-1.16 — ST C `' �� 155UED TO PLANNING 05.15.16 155UED FOR PERMIT 08.10.16 (DENAIL) _ T0B. EXISTING MANHOLE CORWIN STREET ( 501 ) INV EL:8.24' EXISTING MANHOLE / EXISTING S" DIA_PIPE (150=0")--- - --- -- INV EL:1.01'- - )=XISTING SEWER MAIN TO REMAIN -- -- - --- -- - -- --- - - __ _ _ _ __ _ -- WATER WATER WATER ---- WATER --- -- - - - - -WATER WATER WATER -\WATER - WATER EXISTING WATER MAIN TO REMAIN 1 _ ---- WATER -- -- WATER -- \ WATER WATER --- WATER WATER - WATERWATER WATER _ -- ---- WATER --- WATER WATER WATER - WATER WATER WATER WATER - Ca. Ips/Sri �/ �- - - �_ --- _/------_- WATER--- --- - --- - -- -- ----- - ------ ---- --- ----- �, ,Tp R F�G q30 DEG. MAX BEND NEl^! MANHOLE EXIST. GRASS AREA ➢ x -� - _ MATER --- WATER WATER - WATER WATER WATER - _ 88038 "22 " .d-� AT SOIL LINE TO BE MAINTAINED --4 / a n F't1�C m � 1 ------- I - _ - - - -- -- _�---- - / ¢ EXISTING WATER EXIST, MAIN TO REM - - - - - - d - - Ali l FIRE HYDRANT EXIST. GRASS AREA EXIST. GRASS AREA 7/ __ - - TO REMAIN TO BE MAINTAINED EXIST. TO BE MAINTAINED _ - TO E - - - - - - - -- - - � - -- _- - - - _ - - - - - /� ---- - O :�c - � EXIST• GRASS AREA in I . 0 2 / y'E REMAIN TO BE MAINTAINED _ --- - .�(7 U• _ - - - - - - EXISTING �MANHOLE 11.1' NEW HOUSE TRAP-- 1 --- ----_ - EXISTING ��� _ r��,} V _ ef 601-on— LEGEND. 01-0" LE . WINDOW TAG I I SEE NINDOW SCHEDULE I x DOOR TAG - - - - - - - - - - - - - - - - - - 7 NEW NEW NEW SEE DOOR SCHEDULE 40" X 48" 4011 X 451' 40" X 45" 5TORAGE STORAGE STORAGE �� WALL TAG TANK TANK TANK 0— SEE THIS SHEET EXISTING HALL / ITEM CTO BE i I NEW NEW NEW - - - - - ] SEE 6,ENERA DEMOLITION 40" X 48" 40" X 45" 40" X 45" NOTES TH15 SHEET NEW I 5TORAGE STORAGE STORAGE AGETATOR � TANK TANK TANK I EXISTING WALL TO REMAIN PILOTFILTER I SEE WALL TYPES I cv AREA I —� EELLTESLLSFRAMED I I I I INEW I HR RATED WALL I I NEW I NEW = -- SEE WALL TYPE5 INDU5TRIAL AREA: i WAREHOUSE AREA: +/- -144 S.E. 1 +/- 1,515 S.E. NEW I EXISTING RAMP NOTE5: `Q 3 GOt•IPARTMENT I'IEW TO REMAIN DN I. ALL DIMENSIONS ARE TO BE FIELD VERIFIED m SINK HAND I PRIOR TO ANY CONSTRUCTION OR PURCHASE. SINK 1 0 t 41 2. IF ANY 015CREPANCY EXI5T, CONTRACTOR TO NEW 4" LINE TO ° 0 0 I/'�11 v' - - - - - - - - - - - - - - - - - - - - - - - - - - - - .-I CONTACT ARCHITECT A5AP FOR RECTIFICATION - PRIOR TO THE RECOMMENGEMENTOF WORK IN APPROVED QUESTION SANITARY _ - — SYSTEM =_ ; ` J o - 3• ALL FINISHES AND SPECIFICATIONS ARE R A5 PER OWNE .II—i"`\ 31_1111 511 +/— 461 6 I/2" I i NEN '\ NEW I G-ENERAL DEMOLITION NOTES: 5 I UN15 X .fp JAN I NEW EMERGENCY .Gar--- - -� -O 15HOWER AREA I, IT IS THE RE5PON51BILITY OF THE DEMOLITION CONTRACTOR TO G�- — - J READ AND FULLY UNDERSTAND THE 50OPE OF WORK IN THESE NOTE: PROVIDE 2X SLEEPERS DRAWIN65 AND NOTES. 5" THERE ARE NO STRUCTURAL A5 REQ. FOR PLATFORM CHANGES TO S BUILDING 2. PRIOR TO THE COMMENCEMENT OF ANY WORK THE CONTRACTOR HANDRAIL I 15 TO WALK THE SITE TO VERIFY THE EXTENT OF DEMOLITION. ANY 3 AS PER CODE 155UE5 SHOULD BE BROUGHT TO THE ARCHITECT'5 ATTENTION IMMEDIATELY. CONTRACTOR 15 TO NOTIFY THE ARCHITECT IN WRITING Or- MEN ANY D15GREPANGIES OR ITEMS NOT INCLUDED HEREIN <�a L DRINKING THESE THESE DRAWINGS FOUNTAIN i 1 -O• 14• O 3. CONTRACTOR 15 NOT TO BLOCK ANY MEANS OF EGRESS OR CORRIDORS WITH ANY DEBRIS OR TOOLS DURING DEMOLITION OR + NEW RAMP CONSTRUCTION. . --- i0 1:12 SLOPE MAX. DN 4. CONTRACTOR TO OBTAIN ALL NECESSARY UTILITY DISCONNECTS in I PRIOR TO THE START OF ANY WORK 141 5. TEMPORARY PLYWOOD BARRIERS ARE TO BE INSTALLED WHEN ANY DOOR OR GLAZING IS BEING REMOVED. THESE PLYWOOD BARRIERS ARE TO BE SECURED WHEN NO WORK 15 BEING PERFORMED.. 6. WHERE EXI5TING WALL CONSTRUCTION 15 REMOVED, PATCH ANY DISTURBED AREAS WITH CONSTRUCTION TO MATCH ADJACENT PRIOR 0 2 41 f3 10' 12' 14' 165' 18' 20' TO INSTALLATION OF NEW FIN15HE5. -7. CONTRACTOR IS TO MINIMIZE THE AMOUNT OF D05T AND DEBRIS ELATE-RING INTO AREAS NOT AFFECTED BY THE DEMOLITION. ALL FIRST FLOOR �O I `�ST U� I ION FLA 1 `� ll I `�E�A B U I L� I I `� DEMOLISHED MATERIALS AND DEBRIS SHALL BE LEGALLY DISPOSED SCALE: I/4"=I'-O" OF AND REMOVED FROM THE SITE BY THE GONTRAGTOR. S. THE CONTRACTOR 15 REQUIRED TO PROVIDE ALL SHORING AND (D /_ /� • " BRACING REQUIRED DURING THE REMOVAL OF EXISTING STRUCTURAL MEMBERS AND INSTALLATION OF NEW STRUCTURAL FRAMING. R. WHERE ELECTRICAL OR PLUMBING LINES ARE TO BE ABANDONED, REMOVE ALL SUCH WORK, GAP OFF LINES L1=6ALLY AT FINAL INACCESSIBLE PENETRATIONS, 10. CONTRACTOR MUST PROVIDE PHOTOGRAPHS OF EXISTING CONDITIONS THAT MIGHT BE MISCONSTRUED AS DAMAGE RELATED TO REMOVAL OFERATION5. AND 15 TO VERIFY WITH THE OWNER PRIOR TO THE START OF WORK. EXISTING 5TORAGE TO REMAIN O C O EXISTING STORAGE TO REMAIN S�ISTING STORAGEEX15TINC7 Ta REMAIN STORAGE TO REMAIN _ STORAGE TO REMAIN NOV 4 2015 Tow CORIYIN STREET (50') Southold n PIRnninn PLEASE BE ADVISED THE GOMPL I ANGE GERTI F I GATI ON 15 BASED ON PLANS AND 50LEL'r' EOR THE PURPOSE OF OBTAINING A .'�. VINEGAR UIIVING G G N E uILDING BUILDING-7 PERMIT. IN ORDER TO COMPLY WITH TOWN C U I DELI NES ISTIN � ]BUILDING T ILDIN To REMAI ADDITIONAL I N5PEGTI ONS AND TESTINO MUST BE DONE TO OBTAIN A GERTIFIGATE OF OGGUPANGY L MAIN BUILDING - PART B — n BAIL ROAD -. PROPOSED INTERIOR RENOVATION FOR .- �---"' I5LAN LONG ���RED A fi y, MATCHBOOK D I STI LL I NC COMPANY LLG O \ r`r�T 230 GORWIN STREET 6REENPORT N.Y. 11,144 5r-ALE: AS NOTED APPROVED BY, DRAWN BY,RK N 1 RST FL00R DM� OL I TI Oil �0N5TRUGTI ON FLANY SCALE: I —SO O w, DATE, 06-20-16 RNISED BY , SCALE: I/8"=I'—O" = I �4� � 12I � 16I 20' 02I 42I 8� 3I 2� 3I 6� 4I 0� ` Robert J. Gruber Architect MAI 5UILDI C-7 (FART B) 416 Ex re55wa Drive 5o. Medford, NY. 11165 (651) (954-4g4q PRA OF 1� IST FLOOR DEMO / GONSTRUGTION 1 B RESUBMITTED TO PLANNING 11.07.16 4 O 155UED TO PLANNING Oct.15.16 - FLAN V I NEOAR $ .MAIN DU I LD I NO PT E3 JOB, # ISSUED FOR PERMIT 08.10.16 (DENAIL) _ 16—OSI GENERAL DEMOLITION NOTES: L E 114 u I. IT IS THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR TO READ AND FULLY UNDERSTAND THE 50OPE OF WORK IN THESE DRAWINGS AND NOTES. XO WINDOW TAG. 2. PRIOR TO THE COMMENCEMENT OF ANY WORK THE CONTRACTOR SEE WINDO'N SCHEDULE IS TO WALK THE SITE TO VERIFY THE EXTENT OF DEMOLITION. ANY ISSUES SHOULD BE BROUGHT TO THE ARCHITECT'S ATTENTION O DOOR TAG IMMEDIATELY. CONTRACTOR IS TO NOTIFY THE ARCHITECT IN SEE DOOR SCHEDULE WRITING OF ANY DISCREPANCIES OR ITEMS NOT INCLUDED HEREIN THESE PRANIN65 WALL TAG 5. CONTRACTOR IS NOT TO BLOCK ANY MEANS OF EGRES5 OR x SEE THI5 SHEET CORRIDORS WITH ANY DEBRIS OR TOOLS DURING DEMOLITION OR CONSTRUCTION. EXISTING WALL / ITEM 4. CONTRACTOR TO OBTAIN ALL NECESSARY UTILITY DISGONNEGTS ----------- TO BE REMOVED PRIOR TO THE START OF ANY WORK SEE GENERAL DEMOLITION NOTES THIS SHEET TO 5. TEMPORARY PLYWOOD BARRIERS ARE TO BE INSTALLED WHEN APPROVED ANY DOOR OR GLAZING 15 BEING REMOVED. THESE PLYWOOD EXISTING WALL TO REMAIN SANITARY BARRIERS ARE TO BE SECURED WHEN NO WORK 15 BEING SEE WALL TYPES SYSTEM PERFORMED. NEW FRAMED WALL I 6. WHERE EXISTING WALL CONSTRUCTION IS REMOVED, PATCH ANY SEE NALL TYFE5 DISTURBED AREAS WITH CONSTRUCTION TO MATCH ADJACENT PRIOR I EXIST. TO INSTALLATION OF NEW FINISHES. HOUSE TRAP TO REMAIN NEW I HR RATED WALL 7. CONTRACTOR IS TO MINIMIZE THE AMOUNT OF DUST AND DEBRIS '�""`�""�" SEE WALL TYPES ENTERING INTO AREAS NOT AFFECTED BY THE DEMOLITION. ALL DEMOLISHED MATERIALS AND DEBRIS SHALL BE LEGALLY DISPOSED OF AND REMOVED FROM THE SITE BY THE CONTRACTOR. 8. THE CONTRACTOR 15 REQUIRED TO PROVIDE ALL SHORING AND NOTES: I BRACING REQUIRED DURING THE REMOVAL OF EXISTING STRUCTURAL MEMBERS AND INSTALLATION OF NEW STRUCTURAL FRAMING. ;. ALL DIMENSIONS ARE TO BE FIELD VERIFIED �s O Q. WHERE ELECTRICAL OR PLUMBING LIt`dES ARE TO BE ABANDONED, PRIOR TO ANY CONSTRUCTION OR FURGHASE. REMOVE ALL SUCH WORK, GAF OFF LINES LEGALLY AT FINAL g INACCESSIBLE PENETRATIONS. 2. IF ANY DISCREPANCY EXIST, CONTRACTOR TO CONTACT ARCHITECT ASAP FOR RECTIFICATION ~ 10. CONTRACTOR MUST PROVIDE FHOTOGRAFHS OF EXISTING PRIOR TO THE RECOMMENCEMENT OF WORK IN IL CONDITIONS THAT MIGHT BE OUE5TION MISCONSTRUED AS DAMAGE RELATED TO REMOVAL OPERATIONS. B2 AND 15 TO VERIFY WITH THE OWNER PRIOR TO THE START OF WORK. 5. ALL FINISHES AND SPECIFICATIONS ARE o yy I� AS PER OWNER EXIST. SPRINKLER RISER 4t TO REMAIN o��rp'0,� ♦ .,hr:v.r.ri._.,,._ . _ _ __. _ _ u _._ f____._.__--_�.__ �_ --- -- ------ --- - --— -..� ------- ___-_------------- NEN ---_-------- -� E � _ _ NEW ARK FREE ST x1.AC �4 4 (25'MIN FROM STILLS) UP FISTING C g= € NEW 4" SANITARY LINE I f I I XIST ETT- EXISTING EXI5TING € SPRINKLER OFFICE OFFICE 1 TO CONNECT TO EXIST. i _ I 1(.;;;: AREA FIELD VERIFY EXACT "' " i 1 !.-.. TO REMAIN TO REMAIN 1: 1 LOCATION TYP. EXISTING 1 I E 1 ` € er+niere t I .....t unuert cr+nien I O —. .. O � SHED i� I €..._. . : — 0 0 0 o ♦ 0 TO BE i ..,, i .. ,,,.. .. .h,,.....,..,vIF REMOVED Q-------------- J-----------------rc---------------v------- --- -----z� _--------------rr--�--------------o ! it I ____ N I I € ! I N RECEPTION E CHILLER d �I O OFFICE- O I O ! I 1 PUMP TANK AREA d I rum Ti � I °► i i + r : NEW + NEW DRINKING 1 NEW MENS FOUNTAIN i 111 1 - , 1 EMERGENCY H.G. � g I UF' I r-- d ❑ ❑ n o �► € I I EYEWASH 4 NEW TO L ET EXIST. j --- ! ► t__.._..t I t I 4 SHOWERS-- -'J --„__- — € 1 I I I 13 O,� O WOMENS I _ ! r--•-a '� I I AREA I --- --- ---------'--------------1 --Y= _�- -_�__� ♦_ _ i _.........L-------- --------------- - I f- _i H.G. TOILET n r r n r r u r n — ! I ! € 1 + - 101-6 I/ 5'i 6 $ �2 6-$ 5 +/- 10-O 1-Tr 7 t 1 t r---7 EXISTING r-- _..,,...,;... . ........, ,., ,......... �.-.�. , ... ... STORAGE RACK -- 7 ss I s i i f c i I NEW JAN. SINK --- 4 (# I --' �mwwwwmw "a "m "memw �s. IK" Wm wwwww wwwwwww:wwwwww TO REMAIN i. € # fill ] i I _ . LJ_...J-1 I ll i ' I i 1 i s i i i I 5 5 I i._ 0 _� 0 0 ° € ! I € i € t EXIvrtlhlG I ID - ---._.........---.--_..._LL._._...__._____.—_.._....—, _—.._�._._. � f f...'. �,..; ..I !...1 1,..�...,.� UF ___�_______________n-___________ UP I TO BE REMOVED E € EXIST. EXIST. EXI5TIN6 g I ,�► € STORAGE TO REMAIN -I----------------- 1 ----- ... r----------------------------------------------------------- 1 € f p € 1 1 1 e E 3 i I i O 1 � r. ; : . 6 i i i I �n I # .-err i t s �►�+' ! 1 i ! = i i ! �R ; t a i € i � E STORAGE I NEW GRAIN I I I 3 ! € EXISTING I (0) --------------------------- IHLT 4 GLT ' f I '' € { d ' € I ►�1I) €ION STORAGE TO REMAIN L �y_y 6 j € FRUIT PREP I O d 15) 3000 �OOG d SOOG MA5H�1N I I f — I ; t € �r AREA I FERMENTATION AREA EL I AREA N I �0 . rp e COMP. . i 3r_On ,/ 3'-0° 40 .�r_Ou (2'-O° I !row 1 i € ? I "11 111 _01-1 -1- NEW -� FD I ! i t ! s 1 j € E ! I t 1 1 5I INK W GREASE ! I ca o LI.-T�uK ea»e�toN € € I T NEW 4”SANITARY LINE I boo mrr'TANK osls,' € - INTERCEPTOR bwa ab°rte °spa ea eN « s � un "K I I I :8 ill (_ION ! € ( ! O O €O TO CONNECT TO EXIST. I rewE re" _ '-"rea ,E �r Ea ,, rErs ea i € ( It BTU WILER € t f I r,. ,� I € I : ; � € ♦ I � ! € r € t � X15TING € (p FIELD VERIFY EXACT I I € ' GLEAN LOCATION TYP. I I € ! j € € � ! € € € c .€ t I �EXISTIN�,_ EGH. TC,� OUT w wD. w w w w w w . ® w w . w w w . . . w w w w w w . . w w www w w nn w nw w �y� w w w w m w om was wwwww mew wIw w ® ® w w w !6 w w iws w I { *No w r� w rr "m w w TOILET I E N +/- I -O I/2 20'-0° 8° I /- 157-3 I/ " I i "1 1/2 30-0 i i 8 3 O + I TO REMAIN GLEAN 7 14211 - I I rt_ �--------------C� C �-___-i OUT _ .._•-___.._..,.„. ....... .... ! I .... .... .... .....,... .. ..... . .,,......,..... ...,.<..,,.........„A, ....,,..,.,,.,..,,.,,M.,- n....,.,,.. . .. -a-.ro.-,:. ...,..,.,,...... .mss.,, .,,w. ,., ..,..,. ,...,,,-.. - ,- , ...,,,.,..,.w,..,. . .., r,..-,M.,......, �..,-.. .., :,,::.,- M.. e F .a �;♦.;,...�:,:v:.a...k•::>.��;a,�,.c:,-�,�-,. - - - ---- -----______.-______ - NEW SPLIT SYSTEM NOTE: NOTE: BY OTHERS ALL NEW EQUIPMENT 15 TO HAVE ALL NEW PIPING TO BE A MINI MUM GLE�ARANGE OF S'-O” I NSUL,ATED AND HAVE FROM ,ALL OBSTRUCTIONS HEAT TRADING O' 4' 8' 12' 16' 20' 24' 28' 52' 56' 40' RST FLOOR DDMOL I T I O CONS I RUG I ON FLAN c MAIN BU I LD ( N� (FART A) SOALE: 1/8"=I'-Or' NOV 4 2016 Southold Town CORWIN STREET (50') Planning Baard _ — — PLEASE BE ADVISED THE GOMPL I ANGC- GERTI F I GAT I ON 15 BASED ON PLANS AND SOLELY FOR THE PURPOSE OF OBTAINING A FVINEARINBUILDING PERMIT. IN ORDER TO COMPLY 1,41TH TOWN GUIDELINES ING W EXISTING BUILDING ADDITIONAL INSPECTIONS AND TESTING MUST BE DONE 1-O OBTAIN a -_---- MAIJ(�1 BUILDING TO REMAIN PART A _ A GERT I F I GATE OF OGGUPANGY MAIN BUILDING PART I_� -`�---��---- — — �N ISLAND RAIL ROAD PROPOSED INTERIOR RENOVATION FOR \SH RED AR�tt MATGHB00K PISTIL LING C,OMFAN -r LLC, vv J. �x,�� ��j 250 GORHIN STREET GREENPORT N.Y. 11444 �O r. SCALE. AS NOTED APPROVED Bl'r t N BY,R°SCALE: I"=80'-O" DAie: 06-20-16 eD aY r Robert J. Gr ubor Ar c h itCsGt s, d3,71 416 Ex re55wa Drive 5o. Medford, N.Y. 11 63 (631) 654-4g4q RESUBMITTED TO PLANNING 11.07.16 ex� r ISSUED TO PLANNING OQ.15.16 of r�•�''I ``'` IST FLOOR DEMO / GONSTP.UGTION DRAG°IING NUMBER: 1551JED FOR PERMIT 08.10.16 (DENAIL) _ PLAN - MAIN BUILDING PART ,A JOB, #16-OSI . GENERAL DEMOLITION NOTES: LEGEND I. IT 15 THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR TO READ AND FULLY UNDERSTAND THE SGOFE OF WORK IN THESE DRAWINGS AND NOTES. O WINDOW TAG 2. PRIOR TO THE COMMENCEMENT OF ANY WORK THE CONTRACTOR SEE WINDOW SCHEDULE 15 TO WALK THE 51TE TO VERIFY THE EXTENT OF DEMOLITION. ANY ISSUES SHOULD BE BROUGHT TO THE ARCHITECT'S ATTENTION O POOR TAG IMMEDIATELY. CONTRACTOR 15 TO NOTIFY THE ARCHITECT IN SEE DOOR SCHEDULE WRITING OF ANY DISCREPANCIES OR ITEMS NOT INCLUDED HEREIN THESE DRAWIN65 NALL 5. CONTRACTOR IS NOT TO BR SEE ANY MEANS OF EGRESS Oi\ �j TAG u SEE THIS SHEET CORRIDORS WITH ANY DEBRIS OR TOOLS DURING DEMOLITION OF. CON5TRUGTI ON, EXISTING WALL / ITEM 4, CONTRACTOR TO OBTAIN ALL NECESSARY UTILITY DISCONNECTS ^__________- TO BE REMOVED PRIOR TO THE START OF ANY WORK SEE GENERAL DEMOLITION NOTES THIS SHEET S. TEMPORARY PLYWOOD BARRIERS ARE TO BE INSTALLED WHEN EXISTING WALL TO REMAIN DOOR OR GLAZING IS BEING REMOVED, THESE PLYWOOD SEE WALL TYPES BARRIERS ARE TO BE SECURED WHEN NO WORK 15 BEING PERFORMED. NEW FRAMED WALL 6. WHERE EXISTING WALL CONSTRUCTION 15 REMOVED, PATCH ANY SEE WALL TYPE5 DISTURBED AREAS WITH CONSTRUCTION TO MATCH ADJACENT PRIOR TO INSTALLATION OF NEW FINISHES. 7. CONTRACTOR 15 TO MINIMIZE THE AMOUNT OF DUST AND DEBRIS THEW I HR RATED WALL ENTERING INTO AREAS NOT AFFECTED BY THE DEMOLITION. ALL •�'•`� `�"• SEE WALL TYPES DEMOLISHED MATERIALS AND DEBRIS SHALL BE LEGALLY DISPOSED OF AND REMOVED FROM THE SITE BY THE CONTRACTOR. 6. THE CONTRACTOR 15 REQUIRED TO PROVIDE ALL SHORING AND NOTE5: BRACING REQUIRED DURING THE REMOVAL OF EXISTING STRUCTURAL MEMBERS AND INSTALLATION OF NEW STRUCTURAL FRAMING. I. ALL DIMENSIONS ARE TO BE FIELD VERIFIED 11. WHERE ELECTRICAL OR PLUMBING LINES ARE TO BE ABANDONED, PRIOR TO ANY CONSTRUCTION OR PURCHASE. REMOVE ALL SUCH WORK, GAP OFF LINES LEGALLY AT FINAL 2 IF ANY DISCREPANCY EXIST, CONTRACTOR TO INACCESSIBLE PENETRATIONS. CONTACT ARCHITECT ASAP FOR RECTIFICATION 10. CONTRACTOR MUST PROVIDE FHOT06RAFH5 OF EXI5TIN6 PRIOR TO THE RECOMMENCEMENT OF WORK IN CONDITIONS THAT MIGHT BE QUESTION MISCONSTRUED AS DAMAGE RELATED TO REMOVAL OPERATIONS. 5 ALL FINISHES AND SPECIFICATIONS ARE AND 15 TO VERIFY WITH THE OWNER PRIOR TO THE START OF WORK. A5 PER OWNER OPEN TO BELOW 0 I EXI5TING SHED TO BE REMOVED �05ED PROPOSED I 5T0RA6E OS2&°iCz� 1 O O O O O I eROF45>:ro I --- - 1 I 5TQRA6C; I I I I I 1 I z NEN LAB I-------------------------- Fi n E OPEN TO BELOW P>z�PoseD O I 1 O STORA6C- I »N PNI I - I �+ EXIST. EXI5TINGX)= 15'"'. \ O MXI1 TIN6 STORAGE RACK + TO REMAIN ® 1 I E I OPEN TO BELOW O I I yy O O DN 1HfT I TWj i EXIST. 1 I o o I EXI5TING 0 1-1 0 o o STORAGE RACK A �FERENCE 1 I TO BE REMOVED O I b K-1 1 W3 1151111111 I I 1 I 2 ® O i - osED O 5TORA6E 2 3 PRoP05ED STORAGE I i 1 I I H OPEN TO BELOW O I N9h I 1 ROOM I 0 EROPosm TORAGE E� EEX15TITOILE I €xJ,5T1NG I TOILET MGH• E O n OD U O o a a a a a 7 v2 D L------------------------- +/- 1/2" 2 0 EQ Q 01 41 8' 12' 16' 20' 24' 20' 52' 56' .40' SEC,,,ONED FLOOR E D ' OL I TI ON / C ONSTRUC.,, T- I ON FLAN MAIN BU I LD I N(3 SCALE: NOV 1 4 2016 Southold Town CORffIN STREET (60') Planning Board PLEASE BE ADVISED THE GOMPL I ANGE GERTI F I GP T I ON 15 BASED �. VINEGAR ON PLANS AND SOLELY FOR THE PURPOSE OF OBTAININO A w av11�rNG BU I LD I NO PERMIT. IN ORDER TO COMPLY WITH TOWN OU I DELI NES E7{ISTING BUILDING ADDITIONAL I NSPEGTI ONS AND TESTING MUST BE DONE TO OBTAIN ' HART ILDING TO REMAIN A GERT I F I GATE OF OGGUPANGY �1BUBLDING -- Ate_ !. ..�---'—" L�pNG ISLAND RAIL ROAD �' • °" 1''ROP05ED INTERIOR RENOVATION AOR .�.--- �� C41 MATCHBOOK DISTILLING GOMPANY LLG Rio � -i J. `( ' 230 CORHIN STREET e REENPORT N.Y. 11114-4 c�`> 5GALE - AS NOTED APPROVED BY. DRAHN By,RK K�Y FLAN SCALE: DATe, 06-20-16 REvISED SY : I--t=L IFE E ---- = ` Robert J. Gruber -- Architect 6 3573, 476 Ex resswa Drive 5o. Medford, N.'r, 11-163 (631) 654-4g4q RESUBMITTED TO PLANNING 11.07.16 T " �` 2ND FLOOR DEMO / CONSTRUCTION ° OF ISSUED ISSUED TO PLANNING 001.15.16 of N'�'�� ISSUED FOR PERMIT 08.10.16 (DENAIL) _ PLAN - MAIN BUILDING PART ,4 CIL NEW PLUMBING FLUE PENETRATION PROVIDE ALL NECE55ARY BOOTS AND FLASHING FOR WATERTIGHT SEAL V 0' 2' 4' 6' 8' 10' 12' 14' 16' 18' 20' C 0 F FLAN X I I `I E 67 A R B U I L D I I `I r--7 50ALE: 1/4"=I'-O" I x Q z l� Q NOV 142016 Southold Town CORTIN STREET (50') Planning board PLEASE BE ADVISED THE COMPL LONGE GERTI F I G4TI ON 15 BASED ON PLANS AND SOLELY FOR THE PURPOSE OF OBT,A I N I NO A rVIN-1cBUILDINGPERMIT. IN ORDER TO COMPLY 1^IITH TOWN OUIDELINES G EXISTING BUILDING ADDITIONAL I N5PECTI ON5 AND TESTING MUSTE E DAN BUILDING � � _ PAflZT A TO REMAIN B DON TO OBTAIN GERTI P I GATE OF OGCUP4NCY A p BUB INC -- L ---...I LONG ISLAND � PROPPSI=D INTERIOR RENOVATION FOR \��ER D A c s MATCHBOOK D 15T I LL I NG GOMPAN' LLG 230 GORHIN 5TREET 6REENPORT N.Y. IIQ44 < APPROVED 8Y. � I SGni-e, A5 NOTED DRAt^IN By.RK K Y FLAN .�l '8' 12' 16' 20' 24' 25' 52' 56' X1.0' k' SCALE: I"=80'-O" �.' � DATE. 06-20-16 REVIseD BY _ I I I I I I I ( I I I = Robert J. Gruberrchite�.t O O F FLAN — M A I I '� B U I L D I I �� (FART B) SCALE: I/a"=I'-o" 0 35 416 Ex re55wa Drive 5o. Medford, N.Y. 11163 (631) 654-4-q4q } �I� , . 'N' ROOF PLAN 155U'-DMTOO FLAN INO ONctIII5G�1.0�.16 �� D -7 OF 155UED FOR PERMIT 05.10.16 (DENAIL V I NEOAR $ MAIN BUILDING PART B .IOD' #16-071 H a NEW PLUMBING FLUE PENETRATION PROVIDE ALL NECESSARY B6OT5 AND FLA5HIN6 FOR WATERTIGHT SEAL U H Q z v a NEW PLUMBING FLUE PENETRATION NEW FLUE PENETRATION FROM BOILER PROVIDE ALL NEGE55ARY BOOTS PROVIDE ALL NEGE55ARY BOOTS AND FLASHING FOR WATERTIGHT AND FLASHING FOR WATERTIGHT SEAL SEAL EXIST. PLUMBING FLUE PENETRATION TO REMAIN PROVIDE ALL NECESSARY BOOTS AND FLASHING FOR WATERTIGHT SEAL O' 2' 41 ' 6' 8' 10' 12' 14 115, 20, ROOF FLAN MAIN BU 1 LD I NC7 (FARj A) GALE: /5"=I'-O" (D D � C� D � � NOV 14 2016 Southold Town CORWIN STREET (50') Planning Board PLEASE BE ADVISED THE GOMPLIANGE GERTIFIGATION 15 BASED YINEG� ON PLANS AND SOLELY EOR THE PURPOSE OF OBTAINING A BUILDING BUILDING PERMIT. IN ORDER TO COMPLY. WITH TOWN GUIDELINES w TO RENG BUILDING ADDITIONAL I NSPEGTI ONS AND TEST I NO MUST BE DONE TO OBTAIN w I PST LDING TO REMt1IN A GERT I F I GATE OF OCCUPANCY fx MAIN BUILDING _ PART B _. PROPOSED INTERIOR RENOVATION EOR � ISLAND RAIL ROAD �...- J. c�G � ' MATCHBOOK Di STILLING GOMFAN'-r L.L.C. Qr 230 GORWIN STREET GREENPORT N.Y. IIg414 51—ALF- AS NOTED APPROVED BY. DRAWN BY. RK �, DATE. 06-20-6 REVISED BY . SCALE: I"=50'—O" 13571 .te- Robert J. C�rul�er -� Ar6hitG�.t S�°TF 416 Ex re55wa Drive 5o. Medford, N.Y. 11165 (651) 654-4g4q of r� ` ROOF PLAN - MAIN BUILDING PART A r� a D- J RESUBMITTED TO PLANNING 11.07.16 155UED TO PLANNING Oq.15.16 155UED FOR PERMIT 05.10.16 (DENAIL) B.O. DEGK B.O. DECK B.O. PECK .,j B.O. PECK B.O. PECK ( \, — CAULK GAULK CAULK CAULK ' DOOR Sr-IHEDULE CAULK 6" 16 GA. MTL STUDS 5 5/8" 16 GA. MTL =1 - 6" 16 GA. MTL STUDS -� 6" 16 GA. MTL STUDS AT 16" O.G. STUDS AT 16" O.G. w;J AT 16" O.G. EXISTING WALL TO REMAIN AT 16" O.G. POOR FRAME FIRE EXISTING TAG WIDTH HEIGHT TYPE ELEVATION WALL TO GLASS FIBER SOUND BATT -� PATCH 4 REPAIR R-la BATT INSULATION MATERIAL MATERIAL RATING REMARKS INSULATION NOM 5-1/2 IN. Z AS PER OWNER REMAIN r J E EXISTING DOOR TO REMAIN, REPAIR / REPLACE AS PER OWNER EXISTING DOOR TO REMAIN. PATCH 4 THICK, MIN. DENSITY OF :; GLASS FIBER SOUND BATT > '} =`I REPAIR / REPLACE AS PER OWNER REPAIR AS 0.80 PGF, WITH A FLAME GLASS FIBER SOUND BATT 2 1/2 16 GA. MTL ;" SPREAD OF 25 OR LESS % INSULATION INSULATION CHANNELS AT I6" O.G. 1 5'-O" 7'-p" SINGLE B HOLLOW HOLLOW a PER OWNER, „ FRP PANELS SWING �/4 PROVIDE CLOSER 51LC-LAGERS COORDINATE AND A SMOKE DEVELOPED TRK ; - AS PER OWNER METAL METAL W/ EXTERIOR OF 50 OR LESS, }1 SINGLE SOLID GORE HOLLOW PROVIDE PAS5A6E LOCK, FRICTION-PITTED TO `y (1) LAYER OF 5/8" (1) LAYER OF 5/8" 2 3-O 7-O A ELEVATIONS ? ED. yt GYP BD, ON S NIGLE 50�D GORE HOLLOW WA PROVP METAL �DE PASSAGE LOCK, ERS COMPLETELY FILL THE GYP SID ON ;< _ 5WING WOOD METAL SILENCERS -��� DRY SIDE `�\� 3 3'-O" 7'-O" B N/A STUD CAVITIES. � DRY 51DC- _ (1) LAYER OF 5/8" (I) LAYER OF 5/8" "TYPE X" GYP BD. y j - (I) LAYER OF 5/8° `J GYP BD. ON 4 6'-O" 7'-p" DOUBLE C HOLLOW HOLLOW 5/4 PROVIDE CLOSER 4 SILENCERS ON DRY SIDES '_. (I) LAYER OF 5/8" (U LAYER OF 5/8" MOISTURE RESISTANT J DRY SIDE SWING METAL METAL MOISTURE %j MOISTURE GYP BD. DOUBLE SOLID GORE HOLLOW (U LAYER OF 5/8" - (I) LAYER OF 5/8" 5 6'-O" 7'=0" G "TYPE X" MOISTURE RESISTANT �- RESISTANT SWING WOOD METAL N/A PROVIDE CLOSER SILENCERS r GYP BD. ON ;�-j GYP BD. ON ',�-� MOISTURE RESISTANT CAULK RESISTANT DOUBLE SOLID GORE HOLLOW INSULATED DOOR W/ WEATHER 5TRIPPING GYP BD. ON WET SIDE NET SIDE 6 FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR V GYP BD. ON 6-O 51-011 SWING D WOOD METAL N/A PROVIDE CLOSER $ SILENCERS WET SIDES NET SIDE NOTE: ALL DOOR SPECIFICATIONS 4 OUANTITIE5 TO BE VERIFIED WITH OWNER PRIOR TO PURCHASE OR INSTALLATION SECTION SEGTIO� CAULK SEG GAULK SECTION CAULK SECTION SECTION �— CAULK D00R ELE\/AT I ONS PLAN PLAN PLAN PLAN PLAN PLAN /\WP�LL TYPE I2 WNALL TYPE 2 S W,�LL TYPE 3 C LL TYPE 5 WALL TYPE 5 /\W?�LL TYPC- 6 3'-0" 3'-0" UL# U411 — ROOM ADA f� j NAME \\ SIGNAGE WAL I �FE NOTES: SCALE: 1/2"=P-O" I. COORDINATE ALL FINISHES WITH OWNER o o Q 00 \ 00 2. USE (1) LAYER OF 5/8" MOISTURE RESISTANT GYP BD. ON ALL NET AREAS / / r KICK / KICK / KIGf<\ / KICK\ PLATE / L7 4 PLATE / PLATE\ ELE\/ATION A ELC-\/ATION 8 ELE\/ATION G ELE\/ATION G ROOF 4" VTR.JIl 4" VTR.JI[ 4" VTR.J� EXIST. EXIST. MENS TOILET I TOMENS TOILET I I I/�I I '}� I D O I / S C H E D U L TO REMAIN - _LTO REMAIN I I �/ � I �, �/ 1_ - - --I- - -T - - I i - -1 TAG MANUFACTURER SERIES MATERIAL TYPE SIZE ELEVATION REMARKS I I I I I W.C.I ILAV. LAV.I W.G. I I SINGLE 2'-O" x URINAL I A KAWNEER 451T ALUMINUM A 3/4 HOUR FIRE RATED FIXED 3-O E EXISTING WINDOW TO REMAIN E EXISTING WINDOW TO REMAIN REPAIR / REPLACE AS PER OWNER REPAIR / REPLACE AS PER OWNER 2NDFLR I DOW ELEVATIONS G.O. I G.O. � I I I EXIST. I NEW FRUIT 2'-0" V.I.P. NOTE: TOILET NEW MENS I NEW WOMENS TO REMAIN I PREP H.G. TOILET " " _ 2 2 H.G. TOILET ALL NEW WINDOW SIZES, HARDWARE 4 - �- - -- GLASS TYPE IS TO BE FIELD VERIFIED - - _r - - - - -� I - -- - T - - I - - -I - �i - - - %' _ PRIOR TO PURCHASE OR INSTALLATION I 1 1/2" I I I I I I o 3 COMP. „ SINK I I/2 2„\I 1 I/2" 1,1 1/2" 1,2" :2"J IL „ m W.G. W.G. ILAV, EMERGENCY i I W.G. LAY. I LAV.I W G I - URINAL I EYE WASH C DRINK. 2" I J FLOOR I I/2" FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR IST C LR DRAIN TGRRAEPASE DRAIN DRAIN DRAIN DRAIN JAN. DRAIN DRAIN 12 � I I/2 I I I/2 SINK _. .._..._... ......... 3" 3" 1 1/2" 1 I/2" +4" PAI G.O. C.O.1 ( G.O. 11/2" I I/2" I I/2" 11/2" 1 1/2" 4" 4" 1 1/.2 1 1/2" II 1/2111GRADE 1u G.O. 7- 411 J 4„ G.O. z 4, Q m ROOF 4" VTR.JIL G O EXISTING SANITARY LINE TO APPROVED I E>CISTING SANITARY LINE 4" SANITARY SYSTEM NEW H.0; TOILET 2„ -I - - - _ I- - - - 2 _ _ II11 4" H. TRAP I - I - T _ _ - - - - -- -T - - - P L U B I I °�� RISER D I A O RN CtltlilItIAIN BUILD I "1 O> SCALE: NONE 2".I 11/2"�I 5 N OMP. 1 1/2" 2 2 I 1K ► 1 W.G. LAV. I I HAND EYE WASH Y DRINK. 2.. I SINK I I FOUNT. GREASE JAN. 15T FLR 1 1/2" , TRAP 1 I/2" SINK 1 1/2" PULL SIDE -I PULL SIDE G.O. G.O. 4" FAI NOTE: X=12" IF DOOR HAS NOTE: Y=48" MIN. IF DOOR 4" 4" BOTH CLOSER AND LATCH HAS BOTH LATCH AND CLOSER I I 2' I GRADE 54" MIN. I I I t- - - - - -- - --t z I I z x MIN. 4 SANI APPROVED PUSH ua PUSH SIDE I I _ �- PUSH SIDE I ( 411 I I I I I NOTE: IF Y=60", THEN X=36" NOTE: Y=54" IF DOOR HAS CLOSER 4" H. TRAP 1 IF Y=54", THEN X=42" (e) (c) (G) LATCH SIDE FRONT AP IN(S D, E-SLIDING DOORS I I RISER I B ( ( I )HINGE SIDE APPROACHES-SWINGING DOORS LATCH SIDE APPROACHES-SWINGING DOORS AND FOLDING DOORS (\/ INEOAR / SCALE: No B _ �� I- PULL SIDE NOV .g 4 2016 NOTE: Y-48 MIN. IF DOOR 54" MIN. _ �I HAS CLOSER - - - - - I /� I - - D I R E G T I O I � O F \/ - - - - Southold Town - - - - - Planning Board � 54" MIN. z I I I I z I I AFFROAC/ 1 4234"-41" 12n P - z LEASE BE AD\/ISED THE GOMPLIANGE GERTIEIGATION 15 BASED PU`�H SIDE ""� MA 60" MIN. ON PLANS AND SOLELY FOR THE PURPOSE E O I N N 4" PREF RRED I I N I I 96"MAK. 0 BTS 2' MIN. I 18" MIN. 1 I I I i e 18" ¢ 42" 'Milt BUILDING PERMIT. IN ORDER TO COMPLY WITH TOWN OUIDELINES - �AR 6 12" 24" ADDITIONAL INSPEGTIONS AND TESTING MUST BE DONE TO OBTAIN I � "'N "'" A GERT I E I GATE OF OGGUPANGY TOILET Z - m PAMIR HOLVE (d) (e) m m ff m ff PROPO`✓ED INTERIOR RENOVATION FOR FRONT APPROACHES-SLIDING DOORS SLIDE SIDE FRONT APPROAGHE-51DOORS (a) AND FOLDING DOORS AND FOLDING DOORS - FIN.FL. o$ %�RED �R � MTGHBOOK DISTILLING GOMP,4NY LLC, ,, FRONT APPROAGflES-SWINGING DOORS J.C7�5 230 GOP.WIN STREET GREENPORT N.Y. IIg44 4W MIN, �9APPROVED BY: NOTE,IN SOME GASES Q> ® SCALE: AS NOTED DRAWN BY:RK TOILET e 51NK MAY BE FRONT VIEW �0 — REVERSED AND DOOR _ _ _ SIDE VIEW LOCATION MAY GHAN&E. DATE: 06-20-16 REVISED BY . DOOR AG G E 5 5 I E3I L I Y DETAILS y YP I GAL HANDICAP TOILET LET SPEG I F I GAT P` e SCALE: NONE � IONS ..� Robert J. C�r�ber Arch Itcc,f, SCALE• 1/4" = 1'-0" NOTE: ALL TOILET ROOMS SPECIFIED A5 HANDICAP SHALL MEET S 13571 ��� �X re55wa Drive 50. Medford, N.Y: 11163 (631) 654-4q4� THE REQUIREMENTS OF A.N.5.1.A111.1-2003 FOR PHYSICALLY T; DRAWING NUMBER:. (Dz RESUBMITTED TO PLANNING 11.07.16 p'' ISSUED TO PLANNING 01.15.16 HANDICAPPED, rc OF �c DDOR / Hf4RDWARE / q ISSUED FOR PERMIT 08.10.16 (DENAIL) WINDOW SCHEDULES WALL TYPES loB: ## 16-071 DISTRICT: 1000TITLE SURVEY TITLE NO. 37884 SECTION: 48 BLOCK: 2 LOT: 44.3 TOTAL LOT AREA: SQ. FT.: 67, 116.96 ACRES: 1 .541 a� w H C/) 00 Pur, s/ pup. CORWIN STREET (501)EDGL-OPPAVE �•/ / PAVEMENT / �• STONE EDGE-OF PAVEMENT � �• _ _ _ EDGE OF PAVEMENT U.P. MONUt`4ENT r - ------ __ \VOOn GUARD RAIL /. 'EDGE OF PAVEMENT ���� rouND S $cs°3$'2Q" E FLAG o ?yF) FENCE CIIAINLINKPHNCF. GAIE __ K POLE _ tW R N"I' [roUND IXE FENCE O TS � ONCRETE03'Sd62CO A /. MONU 1ENT/ LJ O`F DRN 12T75 .c DOCK N( c� �C/ [�- PA\En-IENr I.8'\l' ,�•� DRN 4`/ s \ y� ASPIlA1,T a�= 0 / AC 0 O O m I a GUARD RAIL PARKING LOT -y�IT / / W14I ° CONC.LANDING a -- URN BOCK �ST � O ao coNrnN ��4/• w oW � W/ DRN LOT 44.2 , � / O OU BUILDINC CONCRqN/ ADVENTURES,LLCuj DRN 2 0 z d, n r I '� •/ 00 Q` d.. VACANT LAND o "I ASPITALT ] STORY Il c .82 PARKING LOT' N 1 STORY 2 STORY o d METAL r- METAL i,I'ETAL � a; BUILDING Z �, /3.3.... j zuu(, BUILDING BUILDING a 26.2 .......... Q PAVGD1ENT PAVE�1ENT ONC. i'--- --- 0.4'N 3.l'E O OVERHANG y _ I.OADING� nSPf–LAL,T' —_ 1 cle) DOCK RAMP T � 6sZ.46 •ncTuAL =r I STORYI3LOC� ; FIILLPIPG . PAVFMENIO.�'N 652•32 D��� FENCE BUILDING K \c nc + �'N rnvrntr:NTo. - - - - - _ GUARD RAIL ON LINK. (1.G E _ \1 6�` AD o ;4.2453'N_POST. 34.27 9'N 71 �``y� AN ° FENCE �.(;S JL 1✓Cy I4,EDILAPIDATED CI[AIN LINK FLNCF: CONCRETE LONG L6 N 5'N MONUMENT FOUNT) �j 0.22'SOUTH ~r S8401 14011 w P.A. PLANTED AREA LEGEND Q TAX LOT OCON ED CON ED MANHOLE COVER Otlw �(_ OVERHEAD UTILITY WIRES rO�, ELECTRIC MANHOLE COVER o U.P. UTILITY COMPANY POLE E E UNDERGROUND ELECTRIC DUCTS o U STREET LIGHT E v E DEPARTMENT OF WATER SUPPLY O MLP METAL LIGHT POLE MANHOLE COVER TRAFFIC LIGIITI'C1LE SEP 2 3. Z0tiS O AITLP METAL TRA Southolc!ToTtin WATER MAIN O TSP TRAFFIC SIGN POLE Os SEWER MANIJOLE-COVER o 0 o tmD. FIRE HYDRANT. s s SANITARY SEWER o PM PARKING ME,TER 5.00' 30.00' 45.00' 90.00' —ST ST STEAM MAIN �k CATCH BASIN ` uV.G. DEPARTMENT OF WATER.SUPPLY OO.F. OIL FILL WATER GATE 0 15 45 90 180 ow.v. WATER VALVE RI T.P. TREE PIT O GAS MAIN DROP CURB SCALE: 1" = 30' SURVEYED: MARCH 19, 2016 O GAS CO. MANHOLE la sr STAND PIPE SURVEY OF PROPERTY SITUATED 130: UNAUT'HOR[ZF.D ALTERATION OR ADDITION TO TIES SURVEY IS A VIOLATION OF SECTION 7209 FEEING ER SURVEYING, P.C. CLF CHAIN LINK FENCE T oG•V• GAS VALVE TIAs SURVEY IS CERTIFIED ONLY TO: 230-430 CORWIN STREET OPIESOFTHISSU VEYNEEDUCA ION BEARING , COPIES OF THIS SURVEY b1AP NOT IIFARTNG wIF WROUGHTIRONFENCi 1. Dulce�CaneLLC SUBJECT PROPERTY CONSIS'T'S OF LOTS 18 THROUGH 23 INCLUSIVE LOTS 45 THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED GREENPORT SEAL SHALL NO r BE CONSIDERED'[O ROBERT FEHRINGER oc.o. CLEAN OUT MANHOLE COVER 2. Fidell(},National Title IHsu[•ailce CO GUARANTEFsANVA ID TRUE RU COPY SHALL RUN THROUGH 49 INCLUSIVE AND PARTS OF TIIE FORMER ROAD BEDS OF EIGHTH TOWN OF SOUTHOLD ONLY TO THE PERSON FOR WIIOMTHE SURVEY LICENSED LAND SURVEYOR O TELEPHONE MANHOLE COVER w3F WOOD STOCKADE FENCE IS PREPARED, AND ON HIS BEHALF TO TIIE TITLE AND SEVENTH STREETS, NO VV ABANDONED ON THE MAP OF THE S. BUEL r 7�T 7 T r� T TT LECOMPANY. °N NSITTUTION1;s EDNEN oNAN TO 22.00 JACKSON AVENUE T. PRC' POST AND RAIL FENCE COUNTY OF SUFFOLK K 'IIIEASSIGNEESOF'I'HELEND[NGINS11IU11ON. T. T. TELEPHONE LINES CORWIN ESTATE FILED ON DECEMBER 23RD 1930 AS FILED MAP #538. STATE OF NEW YORK GUARANTEESTIAL INSEN TIONS OR SUBSEQUENT sEAFORD,N.Y. I I�s3 NEW ADDITIONAL INS O VNERS OR SUBSEQUENT (516) 763 - 5515 PAX NO. (516) 763 - 5525 ►�° raj, j �-SET 50EXISTING MANHOLE CORWIN INV EL:8.24' EXISTING MANHOLE EXISTING 8" VIA. FIFE (1500")- — INV EL:1.01' I=XISTING SEWER MAIN TO REMAIN ' iu WATER - - WATER - WATER - WATER - WATER - WATER - WATER EXISTING WATER MAIN TO REMAIN - — - -- - / - - -----'WATER --- WATER --- WATER ---- - WATER - --- WATER ---- WATER -- - -- WATER --- -- WATER WATER — - WATER --- - WATER ----- - -- - -- - - --- - -- --- - - — --—- lo S % ----- --- ---- ---- - WATER -- --- WATER - -- WATER -- WATER WATER - WATER WATER WATER - ----- — -- —- ---- - --- ---- \ To • �. NG 30 DEG. MAX BEND EXIST. GRA55 AREA ___m_ _ - - WATER ----- Cl--, ti �/ -b=- - - -- WATER WATER WATER WATER WATER WATER 5 88038 '22 " E Try_ �\ c • AT 501E LINE NEW MANHOLE TO BE MAINTAINED �+ --- --= w- RF F EXISTING WATER EXIST. -� MAIN TO REMAIN �` ' FIRE HYDRANT EXIST. GRASS AREA � � O EXIST. GRASS AREA -- ---_---� I - - - - - a �..� j _ T TO BE MAINTAINED I TO REMAIN ! \\� O TREE TO BE MAINTAINED --_ -- - - - - - - - - _'_- N O ��-- ----- - - --� � GRASS AREA --�------- EXIST 6 ry 5 . 84 / \\•1 TO I 0 BE � 3I-. REMAIN «i -`— ,- � ,io _ A TO MAINTAINED �--------------- ��� . EXISTING 19.01' NEW HOUSE TRAP- I _ __, - __-- -- EXISTING �. ��� v��� - MANHOLE _ - --- ---- - G - ., _ - ----- SSSS _ �--�_,_ ___ ----_ SHEET INDEX BUILDING DATA - MAIN BUILDINCC BUILDING DATA - VINEGAR BUILDING A-I COVER SHEET, GENERAL NOTED AND EGRESS PLANS BUILDING OCCUPANCY / USE B BUSINESS / 5-2 LOW HAZARD / F-1 MODERATE HAZARD BUILDING OGGUPANCY / USE : F-I MODERATE HAZARD OCCUPANGY A-2 SITE PLAN GONSTRUCTION CLASSIFICATION: TYPE IIB / IIIB GONSTRUGTION CLASSIFIGATION: TYPE IIIB A-3 FIRST FLOOR DEMOLITION / CONSTRUCTION PLAN - VINEGAR BUILDING 4 MAXIMUM ALLOWABLE HEIGHT: 55'-0" / (4) STORIES MAXIMUM ALLOWABLE HEIGHT: 55'-O" / (3) STORIES MAIN BUILDING PART B MAXIMUM ALLOWABLE AREA: TYPE IIB: 23,000 / IIIB: Iq,000 MAXIMUM ALLOWABLE AREA: 12,000 A-4 FIRST FLOOR DEMOLITION / CONSTRUCTION PLAN - MAIN BUILDING PART A EGRESS GALGULAT1QN5: A-5 SECOND FLOOR DEMOLITION / CONSTRUCTION PLAN - MAIN BUILDING AUTOMATIC, FIRE SPRINKLERS PROVIDED: (EXISTING SPRINKLERS TO REMAIN / BE MODIFIED) AUTOMATIC, FIRE SPRINKLERS PROVIDED: AREA: +/- 4,272 S.F. NO BUILDING TYPE: IIB ROOF PLAN - VINEGAR BUILDING, MAIN BUILDING PART B MAXIMUM HEIGHT INCREASE PER BC504.2 MAX. HEIGHT -75'-0" / (5) STORIES MAXIMUM HEIGHT INCREASE PER BC504.2 N/A ALLOWABLE AREA 4 HEIGHT: B OCCUPANCY: 26,000 S.F. / 4 STORIES (55') A-7 ROOF PLAN - MAIN BUILDING PART A MAXIMUM AREA INCREASE PER BC506.3 $ BC506.4: TYPE IIB: 61,000 / IIIB: 57,000 MAXIMUM AREA INCREASE PER BC506.3 $ BC506.4: N/A SPRINKLERS: YES SINGLE OCCUPANCY: YES A-g DOOR SCHEDULE, WINDOW SCHEDULE, WALL TYPES PLUMBING RISERS ACTUAL BUILDING HEIGHT +/- 38'-10" / (2) STORIES AGTUAL BUILDING HEIGHT +/- 17'-q" / (1) STORIES OCCUPANCY: (B) BUSINESS 4 (5-2) LOW HAZARD STORAGE FLOOR AREA PER OCCUPANT: ACTUAL AREA OF BUILDING IST FLR: 24,26q S.F. / 2ND FLR: 4,272 S.F. / TOTAL: 28,541 S.F. ACTUAL AREA OF BUILDING 2,25-1 S.F. 500 S.F. GROSS NAREHOU5E / 100 S.F. GROSS BUSINESS //�� (3,111 S.F. / 500 = 6) + (1,155 S.F. / 100 = 12) _ D E S I G N LOADS la TOTAL OCCUPANTS PER TABLE 160-1.1 INCHES PER OCCUPANT: .2" FOR STAIRS / A5 FOR ALL OTHER COMPONENTS IS X .2 = 3.6" REQUIRED / IS X .15 = 2.1" REQUIRED OFFICE AREAS CORRIDORS EGRESS CALCULATIONS: 52" WIDE STAIRS PROVIDED / (2) - 56" DOORS PROVIDED AREA: rz, 2,257UMBER OF EXITS: 2 S.F.5.F. LIVE LOAD: = 40 LBS./SF LIVE LOAD: = 100 LBS./SF BUILDING TYPE: IIIB ALLOWABLE TRAVEL DISTANCE: 300'-0" ALLOWABLE AREA 4 HEIGHT: 12,000 S.F. / 3 STORIES ACTUAL TRAVEL DISTANCE: 15'-4" DEAD LOAD: = 10 LBS./5F DEAD LOAD: = 10 LBS./SF SPRINKLERS: NOT REQUIRED DOOR SEPARATION DISTANCE: 13'-0" / 5 = 31'-0" REQUIRED (36'-I0" PROVIDED) TOTAL DESIGN LOAD: = 50 LBS;,/SF TOTAL DESIGN LOAD: = I10 LBS./SF SINGLE OCCUPANCY: YES ROOF OCCUPANCY: (F-1) MODERATE HAZARD OCCUPANCY w -- ------ FLOOR AREA PER OCCUPANT: EXISTING LIVE LOAD (SNOW): = 30 LB5./5F 100 S.F. GROSS INDUSTRIAL / 500 S.F. GROSS WAREHOUSE EXISTING STORAG +/- '774 S.F. / 100 S.F. = 6 + +/- 1,515 S.F. / 500 = 4 (12 TOTAL OCCUPANTS) STORAGE TO DEAD LOAD: = IO LBS./5FINCHES PER OCCUPANT: .5" FOR STAIRS / .2 FOR ALL OTHER COMPONENTS TO REMAIN EXISTING 1 MISGELLANEOUS: = 10 LBS./SF 12 X .2 = 2.4" REQUIRED NEW REMAIN ` STORAGE (I) - 36" DOORS REQUIRED AB REMAI TO TOTAL DESIGN LOAD: = 50 LBS./5FNUMBER OF EXITS: I TOTAL TRAVEL EXISTING ALLOWABLE TRAVEL DISTANCE: 300'-0" DISTANCE: 15'-4" - - - - STORAGE WALL ACTUAL TRAVEL DISTANCE: 61'-4" T �TO WIND LOAD: = 30 LBS./SF DOOR SEPARATION DISTANCE: N/A - I EXIT „IIS AI ❑ Llj � C ENERAL NOTES Y `� I DST NGEAVEL WIND $ SEISMIC, LOADS: _- - - - ° , ❑❑❑ I. GENERAL GONTRAGTOR TO FIELD CHECK ALL EXISTING Wind r------------------7Mosr I I I � ( Bas I c Wind Speed , . . , , ( , . . , . 110. 00 mph i ❑❑� I STOR, CONDITIONS BEFORE COMMENCING WORK. 1 15 REMOTE ( I NEN Wind Importance Factor C I) : . , POINT CONFERENCE I STOR. I B I I ITO 2. GENERAL CONTRACTOR SHALL COORDINATE ALL ARGHITEGTURAL, Wind Exposure Category In-'erna t Pressure Coef ( GCp i) 0. 18/-0. 18 REMAIN �- STRUGTURAL, PLUMBING $ MEGHANIGAL WORK. Loads for components not prov I deco by bu I l d I ng manuf acturer 3. ALL WORK SHALL COMPLY WITH THE N.Y. STATE BUILDING CODE Corner Areas (w i th I n 4. 20' of cor-ner) 25, 88 psf pressure -34, 66 psf suct I on 2010 AND LOCAL CODES ORDINANCES HAVING JURISDICTION. Other Areas 25. 88 psf pressure -28, 08 psf suet Ion ----------- -----------------J These values are the maximum values required based on a 10 sq ft area, I L - - - - c5T 5T. 4. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR ANY DAMAGE Components with larger areas may have tower wind toads, --� I TOTAL TRAVEL EXISTING STOR. SUSTAINED TO EX15TINO BUILDING, PLANTINGS, ETG. DURING I DISTANCE: 14'-0" Et jo STORAGE - - RE GONSTRUCTION. Seismic TOTAL TRAVEL - - REMAIN �REM`IN - - - -1- - - - - - - T� CONCRETE MASONRY: Seismic Importance Factor ( Ie) 1. 25 DISTANCE: '70'-e)" ' - - Seismic Design Category . . . . . . B Soil Site Ctass D Stiff Soil MOST I. CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH Ss , • , , , , , , , , , , , , , , , , , , , , , , , , , 0, 262 g Sds . . . . . 0, 278 g I REMOTE THE LATEST A.G.I. SPECS. FG=3000 P.S.I. MIN. AT 28 DAY TEST. S1 , , , . , . . , 4 . . . . . . . . . . . . . . . . . 0, 061 g Soil , , , , . 0, 098 g RST FLOOR EORESS FLAN FLOOR �� ��� ����I POINT Anal s i s Procedure Equ i va l ent Lateral Force SCALE. 1/I6 -- -I o I °� (A.G.1. 318-63) Column Line � � � � � � � � � � � All (:�)F 2• ALL EXTERIOR WALLS, FOOTINGS, COLUMN FOOTINGS SHALL Basic Force Resisting System H02I � I �� I � I I � SCALE: 1/16"=I'-0" BEAR ON UNDISTURBED VIRGIN SOIL HAVING A MIN. BEARING Response Modification Coefficient (R) 3. 00 ON 1.5 TONS PER 50. FT. Seismic Response Coefficient (Cs) 01 09 3. NO GONGRETE SHALL BE PLACED ON FROZEN GROUND, CONGRETE Design Base Shear in kips ( V) 34. 82 PLACED IN WINTER TO BE PROTECTED IN ACCORDANCE WITH Basic Structurat System (from ASCE 7--05 Table 12. 2-1) LOAD PATH STANDARD CONSTRUCTION PRACTICES. H - Steel System not Specifically Detailed for Seismic Resistance 4. MASONRY UNITS SHALL BE HOLLOIW LOAD BEARING TYPE G-q0. EGRESS GALCULATIQNS: AREA: +/- 23,251 S.F. 5. ALL MA50NRY WALLS SHALL BE REINFORCED WITH "DURO-O-WALL" BUILDING TYPE: IIB REINFORCINO EVERY OTHER COURSE, CONTINUOUS TYPE, UNLESS ALLOWABLE AREA 4 HEIGHT: TOTAL TRAVEL OTHERWISE NOTED. B OCCUPANCY: 26,000 S.F. / 4 STORIES (55') DISTANCE: 17'-6" 52 OCCUPANCY: 26,000 / 4 STORIES (559 6. REINFORGINO STEEL TO BE NEW BILLET STEEL INTERMEDIATE 1=2 OCCUPANCY: 23,000 / 3 STORIES (559 i GRADE CONFORMINO TO A.S.T.M. A 305-DEFORMED BARS. SPRINKLERS: YES SINGLE OCCUPANCY: NO pit 7. ALL REINFORCINO TO BE HELD IN DESIGN LOCATION BY MEANS OCCUPANCY: (B) BUSINESS 8 (5-2) LOW HAZARD STORAGE $ (F-I) MODERATE HAZA D OF APPROVED DEVICES. FLOOR AREA PER OCCUPANT: 500 S.F. GROSS WAREHOUSE / 100 S.F. GROSS BUSINESS / 100 S.F. INDUSTRIAL 8. NO BACKFILL SHALL BE PLACED AGAINST FOUNDATION WALLS (6,452 S.F. / 100 = 65) + (14,101 S.F. / 500 S.F. = 26) + (2,611 S.F. / 10(0 = 27) _ 120 TOTAL OCCUPANTS I UNTIL SUPPORTING FLOORS OR TEMPORARY BRAGINO HAS BEEN NEW " INCHES PER OCCUPANT: .2" FOR STAIRS / .15 FOR ALL OTHER COMPONENTS / ---------------------- CONSTRUGTED. 120 X .2 = 24" REQUIRED / 120 X .15 = 15" REQUIRED I STILL ° q. WALLS TO BE PROPERLY BRACED UNTIL SUPPORTING FLOORS OR 52" WIDE STAIRS PROVIDED / (4) - 36" DOORS PROVIDED I AREA �.. EXIST. OFFICE OFFICE TO ' NUMBER OF EXITS: 4 I L REMAIN ROOF TRUSSES HAVE BEEN GONSTRUGTED. ALLOWABLE TRAVEL DISTANCE: 300'-0" v REMAIN ACTUAL TRAVEL DISTANCE: 151'-7' a--------------- ----------- ------------------Q--------------- ---------------- CONCRETE FLOORS SHALL HAVE HARDENER AND SEALER, FINISH ,,, ( PROPOSED, \ DOOR SEPARATION DISTANCE: 240-5 / 5 = 60-I REQUIRED (70-4 PROVIDED) ER TAIL TO BE STEEL TROWELED. / ` AREA EW II. ANCHOR BOLTS SHALL BE HELD IN PLACE BY MEANS OF TEMPLATES. G _� -- ® MENS TOTAL TRAVEL I EXISTING 12. PROVIDE MASONRY ANCHORS AT THE END OF ALL BRIDGING LINES. _�` DISTANCE: 151'-7" o I o STORAGE o o _ NEN TOI ET IAT _ GRILLER -- NEw / ) - RACK WOMENS ---, MISCELLANEOUS: EXISTING I REMAIN �- PUMP TANK -- H.C. STORAGE / I REA TOILET j \sem I. THESE DRAWINGS AND SPEGIFIGATIONS ARE INSTRUMENTS OF - TE AIN L I ~ I - \' r--- J SERVIGE AND SHALL REMAIN THE PROPERTY OF THE ARGHITEGT. _� g- i - ° WHETHER THE PROJECT FOR WHIGH THEY ARE MADE IS EXECUTED \ F 4T I pY14T OR NOT. THEY MAY NOT BE USED ON ANY OTHER PROJECT EXCEPT _ _ _ _ _ _ _ _ _ NEIN BY WRITTEN AUTHORIZATION OF THE ARGHITEGT. \ �� e EW L .IEW G AIN EXISTING 2. THE ARGHITEGT ACCEPTS NO RESPONSIBILITY FOR WORK NOT STORAGE --� FERMENTATION AREA I tNEW HLT 4 NEN EXIST. EXISTING STORAGE GON5TRUGTED ACGORDINO TO THESE PLANS OR NOT UNDER HIS TO NEN � MASH TUN AREA BOILER TOR. TOILET ROOM �-, ® L� TO TO - _� REMAIN �� FRUIT ® AREA AREA PERSONAL SUPERVISION. © PREP ® o REMAIN, REMAIN 3. ALL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, AREA O O O O - - MEOHING OPENINGS BETWEEN WALLS AND ROOFS/GEILINOS AND BETWEEN WALL To PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THRU " O 0 0 1:1REMA I N WALLS, FLOORS, AND ROOFS, AND ALL OTHER SUCH OPENINGS IN THE '� ,�.,w_wkM."_`���"___.�.�..w�U.�."��""��"_x"�. BUILDING ENVELOPE5HALL BE OASKETED, CAULKED, MOST REMOTE WEATHERSTRIPPED OR OTHERWISE SEALED. = D POINT 4. HEATING DE5I ON 15 BASED ON 6000 DEGREE DAYS 10° FI S T FLOOR E&R E S S FLAN MAIN E U I L D I N SEP 2 ,' 201 OUTSIDE DESIGN TEMP. 70° F INSIDE DESIGN TEMP. SCALE: 1/16"=11-0" ENERGY CODE NOTE: Southold Town Planning Board I. TO THE BEST OF MY KNOWLEDOE, BELIEF AND PROFESSIONAL JUDGMENT, THESE PLANS ARE IN COMPLIANCE WITH THE ENERGY PLEASE BE ADVISED THE GOMPLIANGE CERTIFIGATION IS BASED GONSERVATI ON CONSTRUGTI ON GODS OF NEW YORK STATE, ON PLANS AND SOLELY FOR THE PURPOSE OF OBTA I N I NC A CHAPTER-5, SEGTI ONS 502, 503, 504 4 505. BU I LD I NC PERMIT. IN ORDER TO COMPLY WITH TOWN GUIDELINES ADDITIONAL INSPEGTIONS AND TESTING MUST BE DONE TO OBTAIN A GERTI F I GATE OF OCCUPANCI' PROPOSED INTERIOR RENOVATION FOR `S.�,REo ARry��c MATCHBOOK DISTILLING GOMF ANY LLC �v, J. Q�G `fes .1230 CORHIN STREET &REENPORT N.Y. 11944 `p� ®� ✓� SCALE. A5 NOTED APPROVED BY. DRAHN BY.RK DATE, 06-20-16 REVISED BY . Robert J. Or•Uber Ar'G�IIteGt s,, 11571 .� 4-16 Fx re5 Noy Drive So. Medford, N.Y. 11163 (631) 654-4a4a ISSUED TO PLANNING 01.15.16 ':,,.�TF OF Nth COVER COVER SHEET, NOTES, DRAWING NUMBER. 155UED FOR PERMIT 05.10.16 (DENAIL) EGRESS DIAGRAMS $ CALCULATIONS poB. #16-0"71 EXISTING MANHOLE CORWIN STREET ( 50 ' ) INV EL:8.24' EXISTING MANHOLE EXISTING 8" DIA_PIPE (150-0") _ INV EL:5.01' /. - - - tX15TING SEWER MAIN TO REMAIN TER WATER WATER - WATER WATER - WATER WATER WATER WATER EXISTING WATER MAIN TO REMAIN - WATER --- -- - - --- - - r , WATER WATER - WATER --- WATER WATER -- WATER WATER WATER' -- WATER - - WATER WATER --- WATER WATER WATER WATER WATER WATER WATER WATER WATER - WATER � 88038 '22 " Q o 3 8 ��� �� � 30 DEG. MAX BEND �- NEW MA EXIST. GRA55 AREA � � `•-- ---_- --- ll�J CJ ��� WATER WATER AT SOIL LINE MANHOLE TO BE MAINTAINED D /r �� ` EXISTING WATER II \ p EXIST. GRASS AREA MAIN TO REMAIN / EXIST. EXIST. TO BE MAINTAINED _ _ FIRE HYDRANT EXIST. 6RA55 AREA - - I - - - -- _ TO REMAIN TO BE MAINTAINED ry0 TREE -----__ ? _ EXIST. GRASS AREATO In -- - - _ REMAIN �+ 3 TO BE MAINTAINED ------- - � U - - - 625 . 4 EXISTING © 3 1 15TING -i �� Qi - MANHOLE Iq q' \\, NEW HOUSE TRAP -' N -_-�- EX }- Q INV EL: NV----. ---/ -7' _ G ' - Op,DIN 9.67�L: --- m --- - 121.25 9 L O =-___ _--- �. _-_ -_- -- n BERTH -----� m C r- ___- A TO REMAIN - � _ --_- ^--' 0 IJ" Tom= JL �, EXIST. HOUSE TRAP - _ __ - _ _ EXISTING'-r - EXISTING _ P-2 _ EXISTINGBUILDI Z ` 'P-4 DRYWELLS TO REMAIN _--�� gq.11' DRYWELLSity: ; DRYWELLS N�7 / PIPING 8 PIPING 0�4 EXISTING SOIL LINE I TO REMAIN TO REMAIN Q I r , P-5 O --___ _ VINEGAR) - \� I TO REMAIN TO REMAIN - ! GAR) � � I O � ,P-1 I O A R2 �- -} cp ---- - 1��t: -f- �' I � l O I � 'ZrJ� S.F•, EXISTING', ��/ � 23.5' L I •�I DRYWELL\ / I EXISTINGI E,TO A - TO REMAIN - pP.tJING � 5. IP4EXISTING = 6. O_04' 7 / / I BERTH I '�„/_ 2�2 I I �I i5ToRA67V P ® ' DRYWELLS i" / / TO I 1313 4.52' __- ; ( 1ST I I`�� M TO REMAIN WATER WATER �// y R-EMA_ I ��0�� �-•� -�• -� N 1 � +/� /O�� 13.3' �-- WA / / 3 0.06 1/ I I r� �� � O I / 2 ��O�O��� I , , �NEW 1500 GALLON � ARE A• � Ce) W 26.2 ( p., -•� PROPANE TANK � r^ --_- //WA ER WgTER / �./ ICJ�� I I 1�6.$I' O� VJ I W NEW WATER MAIN I 101.31' � o � A_S5 AREA FF EXIST. GR TO BE MAINTAINED . 4 6 o 652SToRY BUILDING ('EXISTING-AREA: ' / STORAGE) � - -X3.26_' 13S.SS _ - NOTE: T -- __--- ALL EXISTING INFORMATION TAKEN FROM .�� 17.6' in I - _ --- - 1ST.. GRA55 AREA `--_ O - _ 9'-O" WIDE X Iii'-O" DEEP STALL SURVEYS 8 SITE PLANS BY: _ - -�- TYP. ^ ' TO BE MAINTAINED - GARRET A. STRAND ARCHITECT .. ;< y � 7.7 0 ----__34._2. 4'.____'--- 109.99' tY � _ ------- -�.-o-_„_ �+ I SHE �� Bx --X �_J� � MAIN ROAD P.O. BOX 1412 - -I SOUTHHOLD, N.Y. 11571 FAIL SSS ,q -- _ ---4--� F DATED APRIL Iii, 1993 4I c� cJ � " To B� G AREA 5.51 j�^r_�----T�- ,_ N MAINTAINED �- -- SLAND ey l 34 27N G L RICHARD P. ARELT ARCHITECT Tp REMAIN FXISTINCv I•ENGE S REQ EAST SETAUKET, N.Y. �--- � REPp�IR / REPLp,GE A DATED MAY :2, 1,,155 S 84011 FEHRINGER 5URVEYING PG O IO 20 BO 40 BOI 60I -i0I 80 CIO, 100r 200 JACKSON AVENUE SEAFORD MN.Y. 11787 F R O F O S E D SITE FLAN DATED MARCH I11, 2016 SCALE: I"=20'-O" 12" 12" GENERAL NOTES: fi A KING GALL ULLATIONS: NO I. ALL ELEVATIONS ARE BASED ON NAVD (1988), U5G 6 G5 DATUM 0) PARKING "uacePPm ANYTIME PAR ..• KING REQUIREMENTS PER BUILDING: PAM" 2. THERE ARE NO KNOW NEIGHBORING WELLS WITHIN 150' OF THE PROPERTY x^ - •9R-. t, &° •y ,i. .wr .,c Y ..mss ", s'-E-- .�' I STORY BUILDING (PROPOSED VINEGAR): S. THERE 15 NO SURFACE WATER OR WETLANDS WITHIN 300' OF THE PROPERTY +/- 2,257 S.F. 6"DIA. 6"DIA. I SPACE PER 500 S.F. �/ GONG. z z x GONG. _ "'`.�.;' ) - ,! p,rd ` .{ , _ .{yah ° n • y t - - - - 4. THE CONTRACTOR 15 5PEGIFIGALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATIONS OF +/- 2,25-1 / 500 - 5 SPACES POST POST EXISTING UTILITIES A5 SHOWN ON THESE PLANS 15 BASED ON RECORDS OF THE VARIOUS UTILITY _ M ,Pa '_ ' ..,,,. a .F ; '' , ,,, � .;°d' COMPANIES AND INHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION 15 NOT TO I STORY BUILDING (EXISTING 5TORAGE): yaw ; 3 `D ep �0 eq BE RELIED ON AS E3EING EXACT OR COMPLETE. THE CONTRACTOR MUST GALL THE APPROPRIATE AREA: +/- 5,2117 5.F. (� �('� UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION I SPACE PER 1,000 S.F. u lUI I t;. UTILITIES WHICH CONFLICT OF UTILITIES. IT SHALL BE THE RE5PON51BILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING +/- 5,257 / 1,000 = 6 SPACES " ' ? , r;a•< .,-, _<. !; ; WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. v SEP 2 �, � HANDICAP PARKING NO PARKING 2016 I STORY BUILDING (SHED): � '+4 " ' G 5. CONTRACTOR ENGAED IN EXCAVATION OR DEMOLITION SHALL PROVIDE SUPPORT TO AND PREVENT AREA: +/- 419 S.F. PARKING IDENTIFIGATION SION Southold Town DAMAGE TO ANY UNDERGROUND UTILITY. IN THE EVENT OF DAMAGE TO AN UNDERGROUND UTILITY, THE 15PAGE PER 1,000 S.F. 51 18 CLEAR OF FAGS OF CURB N•T•s• Planning Board /� ' CONTRACTOR SHAI~L IMMEDIATELY NOTIFY THE OPERATOR OF THE UTILITY AND NO BACK FILLING +/- 4111 / 1,000 = 1 SPACE ZON I NCS I NI=0fi�1vf AT i ON s, ' , 9 wt SHALL BE DONE Bl" THE CONTRACTOR UNTIL REPAIRS ARE MADE AND/OR WRITTEN APPROVAL BY THE ;., # . 5.0.T.M# 1000-48-2-44.3 UTILITY OPERATOR. I STORY BUILDING (PROPOSED DISTILLERY): ZONE: LIGHT INDUSTRIAL !; /- 18,11711 S.F. .. �, AREA: + '" g •; m 6. CONTRACTOR SHALL NOT USE POWER EXCAVATING EQUIPMENT CLOSER THAN 6 INCHES IN ANY ITEM REQUIRED EXISTING PROPOSED COMMENTS I SPACE PER 500 S.F. , - •s" DIRECTION FROM FROM STAKED, MARKED OR OTHERWISE DESIGNATED PERIMETER OF ANY LOT SIZE 40,000 S.F. MIN. 67,11 6.116 S.F. NO CHANGE EXISTING COMPLIES +/- 18,41-Tel / 500 = 40 SPACES LOT WIDTH 100.0' MIN. 625.84' NO GRANGE EXISTING COMPLIES UNDERGROUND UTILITY, ff' g s s F 2ND STORY (LAB / 5TORAGE): LOT DEPTH 150.0' MIN. 141.112' NO GRAN 3a GE EXISTING NON CONFORMING AREA: + � EXCEPTION: + ' - VARIES 95.11 / 15.51 NO CHANGE EXISTING / 4,2'72 S.F. SPT" q POWERED OR MECHANIZED EQUIPMENT MAY BE USED FOR THE REMOVAL OF PAVEMENT OR MASONRY FRONT YARDNON CONFORMING SPACE PER 1,000 S.F. SETBACK I a BUT ONLY TO THE DEPTH OF SUCH PAVEMENT OR MASONRY. +/- 4272 / 1,000 = 5 SPACES 51DE YARD 20.0' MIN. 26.2' NO GRANGE EXISTING GOMPLIE5 7. PRIOR TO ANY DEMOLITION CONTRACTOR SHALL SUBMIT DEMOLITION SEQUENCING PLAN TO OWNER 5ETE,AGK x JE FOR APPROVAL I STORY BUILDING (EXISTING STORAGE): AREA: +/- 5,086 S.F. REAR YARD 70.0' MIN. 5.3' NO CHANGE EXISTING NON CONFORMING ' 41 - 15PAGE PER 1000 S.F. 5ETBAGK +/- 5,086 / 1,000 6 SPACES PRAINAOFGALCULATION5: LANDSCAPE 258MIN. 15,571 S.F. NO CHANGE EXISTING NON CONFORMING ** AS APPROVED BY TOWN OF 50UTHOLD PLANNING BOARD ON MARCH 28, I183 TOTAL PARKING SPACES REQUIRED: 63 SPACES AREA 23.19 SCALE: NONETOTAL PARKING SPACES PROVIDED: 33 SPACES LOT 30% MAX. +/- 32,038 S.F. NO CHANGE EXISTING NON CONFORMING SYSTEM # AREA VOLUME REQ. VOLUME PROVIDED INSTALLATION (32 REGULAR SPACES 8 1 H.G. SPACE) COVERAGE 4-7,780 P-1 2,340 $p. 363 G.F. 382.4 G.F. I POOL = (1) 10' DIA. X V-8" SOLID DOME BUILDING 35'-0" MAX. +/- 551-011 NO CHANGE EXISTING NON CONFORMING (1) 10' DIA. X 4'-0" DRAIN RING 2 EXISTING LOADING BERTHS TO REMAIN HEIGHT P-2 6,440 S.F. 1,000 G.F. 1,040 G.F. 2 POOLS = (1) 10' DIA. X V-8" SOLID DOME NUMBER OF 2 MAX. 2 NO GRANGE EXISTING COMPLIES (1) 10' DIA. X 3'-0" SOLID RING PLANS PREVIOUSLY APPROVED FOR 23 PARKING SPACES BY STORIES CORWIN STREET (50') (1) 10' DIA. X 5'-0" DRAIN RING GARRET A. STRAND ARCHITECT P-3 11,800 $.F. 1,636 c.F. I,g68 G.F. 3 POOLS = (1) 10' DIA. X 3'-8" SOLID DOME MAIN ROAD P.O. BOX 1412 =� (1) 10' DIA. X 4'-O" SOLID RING SOUTHOLD, N.Y. 111171 PLEASE BE ADVISED THE GOMPLIANGE GERTIFIGATION 15 BASED F NEG (1) l0' DIA. X 4'-O" DRAIN RING DATED FEBRUARY 4, 111113 ON PLANS AND SOLELY FOR THE PURPOSE OF OBTAINING A WILDING EXISTING BUILDING P-4 7,828 S.F. 1,271 G.F. 1,512 G.F. 2 POOLS = (1) 10' DIA. X V-8" SOLID DOME BU I LD I NO PERMIT. IN ORDER TO GOMPL'1' WITH TOWN OU I DELI NES I ---- MAIN ST LDING TO REMAIN (I) 10' DIA. X 4'-O" SOLID RING MAXIMUM PARKING SPACES UTILIZED ON ANY GIVEN DAY: 5 SPACES ADDITIONAL I NSPEGTI ONS AND TESTI NO MUST BE DONE TO OBTAIN [� MSN BUI -----____� -- _ (I) 10' DIA. X 4'-0" DRAIN RING A GERTI F I GATE OF OGGUPANGY o� _-PART B INC _ - P-5 2,520 �•F• 420 G.F. 5111 G.F. 2 POOLS = (1) 8' DIA. X 7'-0" DRAIN RING �--J - - LONG IS LIRA ROS (I) 8' DIA. X 7'-O" DRAIN RING `,,BRED acyf PROPOSED INTERIOR RENOVATION FOR i- NOTES:CALCULATIONS TAKEN FROM SITE PLANS DONE BY: QG���Z J. ����in I MATCHBOOK D I STILLING COMPAMI' LLC * , 230 GORWIN STREET GREENPORT N.Y. 11944 GARRET A. STRANC-, ARCHITECT RICHARD P. ARELT ARCHITECT _{ k'' SCALE. AS NOTED APPROVED BY. DRAWN BY,RK A MAIN ROAD P.O. BOX 1412 EAST SETAUKET, N.Y. �` ':;"�1� � DATE. 06-20-16 REvlsm BY K E� FLAN SCALE: I"=80'-C" SOUTHHOLD, N.Y. 111171 DATED MAY 2, 11183 ' DATED APRIL Ig, 11183 �� 3571 �� Robert J. (5r'Uber' - Architect 2. THERE ARE NO NEW STRUCTURES BE ADDED OR REMOVED, EXISTING DRAINAGE SYSTEM 15 TO REMAIN r .�o 476 Ex re,5 OF N> Drive 50. Medford N.Y. 11163 (631) 654-4q4Q F `� ISSUED TO PLANNING 01.15.16 SITE PLAN, CALCULATIONS, NOTES DRAWING NUMBER, 2 OF 8 ISSUED FOR PERMIT 08.10.16 (DENAIL) 4 DETAIL5 JOB. #16-0"11 60'-0" LEGEND XO WINDOW TAG I I SEE WINDOW SCHEDULE i r - - - - - - - - - - - - - - - - - NEW NEW NEW X DOOR TAG SEE DOOR SCHEDULE 40" X 45" 40" X 45" 40" X 45" STORAGE STORAGE STORAGE TANK TANK TANK 1 X SEE THIS SHEET I EXISTING WALL / ITEM TO BE REMOVED i NEW NEW NEW SEE GENERAL DEMOLITION NOTES THI5 SHEET 40 X 48 40 X 48 40 X 48 NEWI STORAGSTOR E STORAGE AGE t- AGETATOR 0 5E1 NAL ALL TYPES REMAIN PILOTPILTER I TANK TANK TANK N AREA NEW FRAMED WALL + 1 1 SEE WALL TYPES I I 1 I I 1 NEW I HR RATED WALL INDUSTRIAL AREA: I WAREHOUSE AREA: SEE WALL TYPES 1 +/- -744 S.F. 1 +/- 1,515 S.P. I = NEW I EXISTING RAMP NOTES: 5 COMPARTMENT NEW TO REMAIN m SINK HAND I DN I. ALL DIMENSIONS ARE TO BE FIELD VERIFIED SINK 1 O PRIOR TO ANY CONSTRUCTION OR PURCHASE. 4 n[o° o o I/2" 4 1 2. IF ANY DISCREPANCY EXIST, CONTRACTOR TO NEW 4" LINE TO - - _I CONTACT ARCHITECT ASAP FOR RECTIFICATION APPR0I�ED PRIOR TO THE RECOMMENCEMENT OF WORK IN SANITARY mm fm 0m R= Ell i - OUESTION 5Y5TEM �; U ° 5. ALL FINISHES AND SPECIFICATIONS ARE 1 461-6 1/2" A5 PER OWNER NEW `, ;� NEW I GENERAL DEMOLITION NOTES: 5 I i UN15 X �p JAN. I NEW EMERGENCY EYEWASH 4 I. IT 15 THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR TO -4> GL. 3 SHOWER AREA READ AND FULLY UNDERSTAND THE SCOPE OF WORK IN THESE ��\ O OL�.ET r - - NOTE: PROVIDE 2X SLEEPERS DRAWINGS AND NOTES. A5 REQ. FOR PLATFORM THERE ARE NO STRUCTURAL CHANGES TO THIS BUILDING = 2. PRIOR TO THE COMMENCEMENT OF ANY WORK THE CONTRACTOR 3 3 O ASNDRAIL ER CODE I 15 TO WALK THE 51TE TO VERIFY THE EXTENT OF DEMOLITION. ANY ISSUES SHOULD BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. CONTRACTOR 15 TO NOTIFY THE ARCHITECT IN NEW - + WRITING OF ANY DISCREPANCIES OR ITEMS NOT INCLUDED HEREIN DRINKING ■ THESE DRAWINGS O FOUNTAIN E r + 5. CONTRACTOR 15 NOT TO BLOCK ANY MEANS OF EGRESS OR CORRIDORS WITH ANY DEBRIS OR TOOLS DURING DEMOLITION OR = NEW RAMP CONSTRUCTION. 1:12 SLOPE MAX. DN 4. CONTRACTOR TO OBTAIN ALL NECE55ARY UTILITY DISCONNECTS to 0— PRIOR TO THE START OF ANY WORK I 5. TEMPORARY PLYWOOD BARRIERS ARE TO BE INSTALLED WHEN ANY DOOR OR GLAZING 15 BEING REMOVED. THESE PLYWOOD BARRIERS ARE TO BE SECURED WHEN NO WORK 15 BEING PERFORMED. 6. WHERE EXISTING WALL CONSTRUCTION 15 REMOVED, PATCH ANY DISTURBED AREAS WITH CONSTRUCTION TO MATCH ADJACENT PRIOR 0' 2' 4' 6' 8' 10' 12' 14' 16' IV 20' TO INSTALLATION OF NEW FINISHES. I I I I I I I I I I I 'i. CONTRACTOR 15 TO MINIMIZE THE AMOUNT OF DUST AND DEBRIS I \ / I I I I ENTERING INTO AREAS NOT AFFECTED BY THE DEMOLITION. ALL FIRST FLOOR G O I `�S I R G T I O I `� FLAN �` ll I I `�E&A B U I L D I I `�O DEMOLISHED MATERIALS AND DEBRIS SHALL BE LEGALLY DISPOSED _ SCALE: I/4"=1'-O" OF AND REMOVED FROM THE SITE BY THE CONTRACTOR. (:D8. THE CONTRACTOR 15 REQUIRED TO PROVIDE ALL SHORING AND /� BRACING REQUIRED DURING THE REMOVAL OF EXISTING STRUCTURAL MEMBERS AND INSTALLATION OF NEW STRUCTURAL FRAMING. .. WHERE ELECTRICAL OR PLUMBING LINES ARE TO BE ABANDONED, REMOVE ALL SUCH WORK, GAP OFF LINES LEGALLY AT FINAL INACCESSIBLE PENETRATIONS. 10. CONTRACTOR MUST PROVIDE PHOTOGRAPHS OF EXISTING CONDITIONS THAT MIGHT BE MISCONSTRUED AS DAMAGE RELATED TO REMOVAL OPERATIONS. AND 15 TO VERIFY WITH THE OWNER PRIOR TO THE START OF WORK. 0 EXISTING STORAGE TO REMAIN O C O EX15TI NG STORAGE TO REMAIN 0 AXIS 1 G FORAGE EXISTING L REMAIN STORAGE TO REMAIN EXISTING D STORAGE TO REMAIN Ling 16 CORIPIN STREET 50 PLEASE BE ADVISED THE GOMPL I ANCE GERTI F I GATT ON 15 BASED T'1NEGAl INON PLANS AND SOLELY FOR THE PURPOSE OF OBT41 N I NC A EXISTING BUILDING BUILDING PERMIT. IN ORDER TO COMPLY WITH TOWN GUIDELINES w C ADDITIONAL I NSPEGTI ONS AND TESTING MUST BE DO W I � 1UILDING TO REMAIN _ NE TO OBTAIN _ A GERTIFIGATE OF OGGUPANGY ART B INC ��,. -C ]ROAD _ .7 -- LONG ISLAND RAIL ROAD E� a � PROPOSED INTERIOR RENOVATION FOR �c J. ���; MATCHBOOK DISTILLING COMPAN`r LLG CSV 230 GORWIN STREET EREENPORT N,Y. IIQ44 _ APPROVED BY.sr-ALE. AS NOTED DRAWN BY.RK <'Ef�-�l f= L A N SCALE: I"=50'-O" FIRST FLOOR DM � OL I TI ON CONSTRUCTION PLAN SCALE: 115"=I'-O" ' `.i DAT5 06-20-16 REVISED BY . �` � : ,. �" I Robert J. Gruber - Architect O' 4' 8' 12' 16' 20' 24' 28' S2' S6' 40' i MAIN BU I LD I I �6 (FART B) sr T 5� to IST 416 Ex re55wa Drive 50. Medford, N.Y. 11763 (651) 654-4g4Q e OF NENN 1ST FLOOR DEMO / CONSTRUCTION D 3 OE: 8 ISSUED TO PLANNING 0..05116 PLAN VINEGAR MAIN BUILDING PT �oB. #16-011 ISSUED FOR PERMIT 08.10.16 (DENAIL) GENERAL DEMOLITION NOTE5: L E G E I V D I. IT IS THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR TO -• READ AND FULLY UNDERSTAND THE SCOPE OF WORK IN THESE DRAWINGS AND NOTES. WINDOW TAG 2. PRIOR TO THE COMMENCEMENT OF ANY WORK THE CONTRACTOR SEE WINDOW SCHEDULE IS TO WALK THE SITE TO VERIFY THE EXTENT OF DEMOLITION. ANY ISSUES SHOULD BE BROUGHT TO THE ARCHITECT'S ATTENTION O DOOR TAG IMMEDIATELY. CONTRACTOR 15 TO NOTIFY THE ARCHITECT IN SEE DOOR 50HEDULE WRITING OF ANY D150REPANGIES OR ITEMS NOT INCLUDED HEREIN THESE DRAWINGS WALL TAG 5. CONTRACTOR 15 NOT TO BLOCK ANY MEANS OF EGRESS OR X SEE THI5 SHEET CORRIDORS WITH ANY DEBRIS OR TOOLS DURING DEMOLITION OR CONSTRUCTION. EXISTING WALL / ITEM 4. CONTRACTOR TO OBTAIN ALL NECESSARY UTILITY DISCONNECTS L-----------J TO BE REMOVED PRIOR TO THE START OF ANY WORK E ---------- SEE GENERAL DEMOLITION NOTES THIS SHEET TO 5. TEMPORARY PLYWOOD BARRIERS ARE TO BE INSTALLED WHEN EXI5TIN6 WALL TO REMAIN APPROVED ANY DOOR OR GLAZING 15 BEING REMOVED. THESE PLYWOOD SEE WALL TYPES SANITARY BARRIERS ARE TO BE SECURED WHEN NO WORK IS BEING SYSTEM PERFORMED. NEW FRAMED WALL 6. WHERE EXISTING WALL CONSTRUCTION IS REMOVED, PATCH ANY SEE WALL TYPES DISTURBED AREAS WITH CONSTRUCTION TO MATCH ADJACENT PRIOR EXIST. TO INSTALLATION OF NEW FINISHES. HOUSE TRAP TO REMAIN 7. CONTRACTOR 15 TO MINIMIZE THE AMOUNT OF DUST AND DEBRIS ...�.wo.w.. NEW IHR RATED WALL ENTERING INTO AREAS NOT AFFECTED BY THE DEMOLITION. ALL SEE WALL TYPES I DEMOLISHED AND REMOVED FROM THE SITE BY HE COY DISPOSED CONTRACTOR. _ 5. THE CONTRACTOR 15 REQUIRED TO PROVIDE ALL SHORING AND BRACING REQUIRED DURING THE REMOVAL OF EXI5TIN6 STRUCTURAL NOTES` I MEMBERS AND INSTALLATION OF NEW STRUCTURAL FRAMING. I. ALL DIMENSIONS ARE TO BE FIELD VERIFIED �♦ q. WHERE ELECTRICAL OR PLUMBING LINES ARE TO BE ABANDONED, PRIOR TO ANY CONSTRUCTION OR PURCHASE. ♦ . REMOVE ALL SUCH WORK, GAP OFF LINES LEGALLY AT FINAL 2• IF ANY DISCREPANCY EXIST, CONTRACTOR TO ♦♦ S � INACCESSIBLE PENETRATIONS. CONTACT ARCHITECT A5AP FOR RECTIFICATION % ♦ 10. CONTRACTOR MUST PROVIDE PHOTOGRAPHS OF EXISTING PRIOR TO THE RECOMMENCEMENT OF WORK IN ♦ CONDITIONS THAT MIGHT BE QUESTION MISCONSTRUED AS DAMAGE RELATED TO REMOVAL OPERATIONS. ��'♦ AND IS TO VERIFY WITH THE OWNER PRIOR TO THE START OF WORK. 3. ALL FINISHES AND SPECIFICATIONS ARE �� Sr♦ p� �, d•s ♦ AS PER OWNER EXIST. SPRINKLER RISER Jam ,♦ �, TO REMAIN �r ro♦�j♦ 40pI I O O I O I I I I c� "t141 � ♦ ^.t.'"'"." `�" ,,.......� „ € # �-_ _ ------------__------ v----- - ------------ --- -- ----------- � NEN # E v I ♦♦ SPARK FREE STILL AREA (25'MIN FROM STILLS) I : .._....._ O I I O _. I - .... I E UP EXISTING 2> I ♦ i I XIST FIRE EXISTING EXISTING t ♦ TA NEW 4"SANITARY LINE I SPRINKLER OFFICE OFFICE t { } ♦ TO CONNECT To Exlsr. { 3 I AREA TO REMAIN TO REMAIN ; ♦ FIELD VERIFY EXACT I LOCATION TYP. 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IN ORDER TO COMPLY WITH TOWN GUIDELINES w BUILDING E}CISTING BUILDING ADDITIONAL I NSPECTI ONS AND TESTING MUST BE DONE TO OBTAIN M PART A DING TO REMAI" N_ ` _ A CERTIFICATE OF OCCUPANCY M p BART ------ PROP05ED INTERIOR RENOVATION FOR D RAIL ROAD — J. — LONG ISLAN MTGHBOOK D 1ST I LL I NG GOMPNY LLC �---- �� � ��(!� �� 250 GORHIN STREET OREENPORT N.Y. 11444 EI APPROVED BYI SGAL AS NOTED PRAWN BY.RK �it / k} DATE. 06-20-16 BY REVISED I � FLAN SCALE: I"=80'-O" Robert J. Gruber ArG�1lte�t 3571 'x; 416 Expre5e,way Drive 5o. Medford, N.Y. 11163 (631) 654-4Q4q ,f OF NSW IST FLOOR DEMO / CONSTRUCTION DRAINING NUMBER: 4 OF 8 ISSUED TO PLANNING 0,51.15.16 155UE0 FOR PERMIT 08.10.16 (DENAIL) PLAN - MAIN 8U i LD I NG PART A P015- #16-0-71 SENERAL DEMOLITION NOTES: LEGEND I. IT 15 THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR TO READ AND FULLY UNDERSTAND THE 500PE OF WORK IN THESE DRAWINGS AND NOTES. XO WINDOW TAG 2. PRIOR TO THE COMMENCEMENT OF ANY WORK THE CONTRACTOR SEE WINDOW SCHEDULE 15 TO WALK THE SITE TO VERIFY THE EXTENT OF DEMOLITION. ANY ISSUES SHOULD BE BROUGHT TO THE ARCHITECT'S ATTENTION O DOOR TAG IMMEDIATELY. CONTRACTOR 15 TO NOTIFY THE ARCHITECT IN SEE DOOR SCHEDULE WRITING OF ANY DISCREPANCIES OR ITEMS NOT INCLUDED HEREIN THESE DRAWIN65 WALL TAG 3. CONTRACTOR IS NOT TO BLOCK ANY MEANS OF EGRESS OR SEE THIS SHEET CORRIDORS WITH ANY DEBRIS OR TOOLS DURING DEMOLITION OR CONSTRUCTION. EXI5TING WALL / ITEM 4. CONTRACTOR TO OBTAIN ALL NECESSARY UTILITY DISCONNECTS TO BE REMOVED PRIOR TO THE START OF ANY WORK SEE GENERAL DEMOLITION NOTES THIS SHEET S. TEMPORARY PLYWOOD BARRIERS ARE TO BE INSTALLED WHEN EXISTING WALL TO REMAIN ANY DOOR OR GLAZING 15 BEING REMOVED. THESE PLYWOOD SEE WALL TYPES BARRIERS ARE TO BE SECURED WHEN NO WORK 15 BEING PERFORMED. NEW FRAMED WALL 6. WHERE EXISTING WALL CONSTRUCTION 15 REMOVED, PATCH ANY —� SEE WALL TYPES DISTURBED AREAS WITH CONSTRUCTION TO MATCH ADJACENT PRIOR TO INSTALLATION OF NEW FINISHES. 'i. CONTRACTOR IS TO MINIMIZE THE AMOUNT OF DUST AND DEBRI5 NEW I HR RATED WALL ENTERING INTO AREAS NOT AFFECTED BY THE DEMOLITION. ALL SEE WALL TYPES DEMOLISHED MATERIALS AND DEBRI5 SHALL BE LEGALLY DISPOSED OF AND REMOVED FROM THE 51TE BY THE CONTRACTOR. 0 O 0 8. THE CONTRACTOR 15 REQUIRED TO PROVIDE ALL SHORING AND NOTES: BRACING REQUIRED DURING THE REMOVAL OF EXISTING STRUCTURAL MEMBERS AND INSTALLATION OF NEW STRUCTURAL FRAMING. I. ALL DIMENSIONS ARE TO BE FIELD VERIFIED q. WHERE ELECTRICAL OR PLUMBING LINES ARE TO BE ABANDONED, PRIOR TO ANY CONSTRUCTION OR PURCHASE. REMOVE ALL SUCH WORK, GAP OFF LINES LEGALLY AT FINAL INACCE551BLE PENETRATIONS. 2. IF ANY DISCREPANCY EXIST, CONTRACTOR TO CONTACT ARCHITECT A5AP FOR RECTIFICATION 10. CONTRACTOR MUST PROVIDE PHOTOGRAPHS OF EXI5TING PRIOR TO THE RECOMMENCEMENT OF WORK IN CONDITIONS THAT MIGHT BE QUE5TION M15CONSTRUED AS DAMAGE RELATED TO REMOVAL OPERATIONS. 3. ALL FINISHES AND SPECIFICATIONS ARE AND 15 TO VERIFY WITH THE OWNER PRIOR TO THE START OF WORK. A5 PER OWNER OPEN TO BELOW 0 I EXI5TIN6 SHED TO BE REMOVED PROPOSEDO PROPOSED I STORAGE E 5TORA6E 1 I O O O O O I 1 I PROPOSED I 0— 5TORA6E O O I I I I I I z w NEN LAB O I H OPEN TO BELOW PROP05ED j I 1 O 510RA6E i VN PN 1 i H EXIST. EXISTING XIST. O EXISTING j STORAGE RACK + 9MEOH • I TO REMAIN ® I I I I OPEN TO BELOW O I I E I y*. I i 3 O EXIST. o O � i --J I I I H p O EXISTING I O TO BE REVSTORA6EMEDCON I 0 I O CONFERENCE I I 2 ® 0 I 'I 12" I I PROPOSED O STORAGE 2 3 PROPOSED 5TORA6E 1 I 1 I + OPEN TO BELOW O _ I " I � I I N Nle 3 I ROOM O PROPOSED I EXISTING O STORAGE O O I EXISTING I 0 D 0 0 D 71/2" d 0 L------------------------- +/- 1/2" 2 O O O O 0' 4' 8' 12' 16' 20' 24' 28' 32' 36' 40' 0I)s GOND FLOOR DEMOLITION / CONSTRUCTION P /�NN MAIN 5U I D I NO I I I I I I I I I I I p ECE HE SCALE: SEP 2 3. 2016 Southold Town Planning Board CORWIN STREET (50') —' PLEASE BE ADVISED THE GOMPL I ANGE GERTI F I GHAT I ON 15 BASED ON PLANS AND SOLELY FOR THE PURPOSE OF OBTA I N I NO h p Z'INEGAR BUILDING PERMIT. IN ORDER TO COMPLY WITH TOWN OU I DELI NES w IN UMN BUILDING EXISTING NUILDING W / _ pAftT A TO REMAI ADDITIONAL I NSPEGTI ONS AND TESTI NO MUST BE DONE TO OBTAIN N Ug INC " "" .-"..—.--" PF CERT I F I GATE OF OGGUPANGY �— CL PART G ISLAND RAIL ROADED k PROPOSED INTERIOR RENOVATION FOR MATCHBOOK DISTILLING COMPANY LLG J. ���� ��. 230 GORWIN STREET 6REENPORT N.Y. 11944 �O � F SCALE. AS NOTED APPROVED BY. DRAWN BY.RK E� FLAN SCALE: I"=80'—O" '' DATE. 06-20-16 REVISED BY . 2 Robert J. Gruber - Architect q,. 13571 oaf 416 Ex re55wa Drive 5o. Medford, N.Y. 11165 (651) 654-4a4a ISSUED TO PLANNING 01.15.16 Te °F ��"'y 2ND FLOOR DEMO / CONSTRUCTION WWH5 8 ISSUED FOR PERMIT 08.10.16 (DENAIL) FLAN - MAIN BU I LD I NS PART A CIL NEW PLUMBING FLUE PENETRATION PROVIDE ALL NECESSARY BOOTS AND FLASHING FOR WATERTIGHT SEAL CIL O' 2' 4' 6' 8' 10' 12' 14' 16 18' 20' I I I I I I I I i I I ROOF FLAN X I I `t E A R B U I L D I I `l:C,--7 SCALE: 1/4"=I'-O" I 2 ti 2 U IL Q SEP 2 3. 2.016 CORWIN STREET (50') Southold Town PLEASE BE ADVISED THE GOMPL I ANGE GERTI F I G/NTI ON I S VBASED `. WL AION PLANS AND SOLELY FOR THE PURPOSE OF OBT� ININCA BUILDING PERMIT. IN ORDER TO GOMPLY 1-11TH TOWN GUIDELINES w1NG TO BUILDING ADDITIONAL INSPEGTIONS AND TESTING MUST BE DONE TO OBTAIN w , I n�T LDING TO REMAIN x PARTUM G ... GERTIFIGATE OF OGGUPANGY B LONGD pXL ROADED A'k FROP05ED INTERIOR RENOVATION FOR G J. � ` Mr4TGHBOOK D 15T1 LL I NG COMPANY LLC ��°�� / 230 GORWIN STREET 6REENPORT N.Y. I1g44 5GALE, A5 NOTED APPROVED BY. DRAWN BY. RK O' 4' 8' 12' 16 20' 24' 28' 32' 36' 40' * DATE. 06-20-16 REVISED BY . EY FLAN SCALE: 1".80'-0" sA3 57 Robert J. Gruber - archit ectROOF FLAMAI 5UILDI O (FART B) IT476 Ex re55wa Drive 50. Medford, N.Y. 11763 (631) 654-4g4aSCALE: I/8°=1'-0" OF to-IM ISSUED TO PLANNING 01.15.16 ROOF FLAN 6 O j a ISSUED FOR PERMIT 08.10.16 (DENAIL) V I NEAR $ MAIN BUILDING PART B �oB. #16-071 i 2 H Q _ NEW PLUMBING FLUE PENETRATION PROVIDE ALL NECESSARY BOOTS AND PLASHING FOR WATERTIGHT SEAL z H a Q NEW PLUMBING FLUE PENETRATION NEW FLUE PENETRATION FROM BOILER PROVIDE ALL NEGE55ARY BOOTS PROVIDE ALL NEGE55ARY BOOTS AND FLASHING FOR WATERTIGHT AND FLASHING FOR WATERTIGHT SEAL SEAL EXIST. PLUMBING FLUE PENETRATION TO REMAIN PROVIDE ALL NEGE55ARY BOOTS AND FLASHING FOR WATERTIGHT SEAL 0' 2' 4' 6' 8' 10' 12' 14' 16' 18' 20' ROOD FLAN MAIN DUILDINO (FART A) SCALE: I/8"=I'—O•• SEP 23. 2016 Southoid Town CORIFIN STREET (50') Planning'Board -' PLEASE BE ADVISED THE COMPLIANCE CERTIFICATION 15 BASED nNEG� ON PLANS AND SOLELY FOR THE PURPOSE OF OBT41 N I NC A w BUILDING EXISTING BUILDING BU I LD I NO PERMIT. IN ORDER TO COMPLY WITH TOWN O U I DEL I NE5 W / T ILDING TO REUMN ADDITIONAL IN5PEGTION5 AND TE5TINO MUST BE DONE TO OBTAIN MAIIV B CERTIFICATE OF OCCUPANCY DING �� ._.. LONG ISLAND °L R nD �_ PROP05EO INTERIOR RENOVATION r RED AR f MATCHBOOK D I STI LL I NCS COMPANY LLC 1 J. (+ �� 250 CORWIN STREET 6REENPORT N.Y. 11444 SCALE APPROVED BY: A5 NOTED DRAWN BY. RK KEY' FL A I � 5GALE: I°=50'-0° M' r DATE. 06-20-I REVISED BY Robert J. Orubor �- Architect s, 13571 �. 476 Expr Drive 5o. MedFord, N.Y. 11163 (631) 654-4g4q ISSUED TO PLANNING 01.15.16 ISSUED FOR PERMIT 08.10.16 (DENAIL) TE of N=mow ROOF PLAN - MAIN BUILDING P/-�RT ,4 ric #16-OSI B.O. DECK B.D. DECK CAULK GAULK B O• DECK B.O. DECK B.O. DECK J CAULK b 16 GA. MTL STUDS B 5/8" 16 GA. MTL t' CAULK _ ," 6" 16 GA. MTL STUDS CAULK J EXISTING AT I6" O.G. STUDS AT 16" O.G. 6" 16 GA. MTL STUDS ,>" AT I6" O.C. EXISTING WALL TO REMAIN A'T I6" O.G• WALL TO GLASS FIBER SOUND BATT PATCH 4 REPAIR TAG WIDTH HEIGHT TYPE ELEVATION DOOR FRAME FIRE REMAIN INSULATION, NOM 3-1/2 IN. (-'2 R-1. BATT INSULATION REMARKS PATCH THICK, MIN. DENSITY OF _ AS PER OWNER MATERIAL MATERIAL RATING GLASS FIBER SOUND BATT REPAIR AS 0.80 PGF, WITH A FLAME GLASS FIBER SOUND BATT E EXISTING DOOR TO REMAIN. REPAIR / REPLACE AS PER OWNER EXISTING DOOR TO REMAIN. PER OWNER, SPREAD OF 25 OR LESS INSULATION 2 I/2" I6 GA. MTL REPAIR / REPLACE AS PER OWNER \? INSULATION CHANNELS AT Ib" O.G. COORDINATE ANDA SMOKE DEVELOPED FRP PANELS I 3'-O" 7'_0" SINGLE B HOLLOW HOLLOW W/ EXTERIOR OF 50 OR LESS, 3/4 PROVIDE CLOSER SILENCERS ELEVATIONS FRICTION-FITTED TO (I) LAYER OF 5/8" -' (I) LAYER OF 5/8" ``i`1 AS FER OWNER SWING METAL METAL GOMPLETE-L T' FILL THE 2 SINGLE SOLID GORE HOLLOW GYP BD, ON GYP BD. ON 3-O "i-O ,� PROVIDE PASSAGE LOCK, STUD CAVITIES. DRY SIDE `'.` DRY SIDE 1� SWING WOOD METAL N/A SILENCERS (I) LAYER OF 5/8 -'' — 3 SINGLE SOLID GORE HOLLOW PROVIDE PASSAGE LOCK :: ` ✓', " SWING , 3-O 7-O B N/A TYFE X GYP BD. (1) LAYER pF 5/8 WOOD METAL SILENCERS ON DRY SIDES (1) LAYER OF 5/S • (1) LAYER OF 5/8" (1) LAYER of 5/8 MOISTURE RESISTANT GYP BD. ON 4 DOUBLE HOLLOW HOLLOW (I) LAYER OF 5/8" MOISTURE -"? MOISTURE GYP BD. _ DRY SIDE 6-O -O SWING C METAL METAL 3/4 PROVIDE CLOSER SILENCERS, X" MOISTURE RESISTANT RESISTANT SOLID GORE HOLLOW RESISTANT GYP BD. ON - GYP BD. ON (1) LAYER OF 5/8" 5 6'-O" 7,-p" DOUBLE G GYP BD. ON NET SIDE WET SIDE CAULK �'� MOISTURE SWING WOOD METAL N/A PROVIDE CL05ER f SILENCERS FLOOR FLOOR FLOOR �'% - RESISTANT NET SIDES FLOOR FLOOR GYP BD. ON b 6'-5" 8'-O" DOUBLE D SOLID GORE HOLLOW INSULATED DOOR W/ WEATHER STRIPPING ////, FLOOR SWING WOOD METAL N/A PROVIDE CLOSER i; /; , i i,', i; ;; ;, ,'i /;i/i. /: NET SIDE NOT SILENCERS SECTION SECTION GAULK SECTION CAULK SECTION" CAULK SEGTION ALL DOOR SPECIFIC SECTION ATIONS S QUANTITIES TO"BE VERIFIED WITH OWNER PRIOR TO PURCHASE OR INSTALLATION. N _ --- ------ CAULK — PLAN PLAN - DOOR ELEVATIONS PLAN PLAN PLAN PLAN WALL TYPE I WALL TYPE 2 I — 2 S WALL TYPES WALL TYPE 4 6-o UL# U41G 5 WALL TYPE 6 WALL TYPE CG 3'-0" �NAL L I Y F E ROOM ADA / \ I _ NAME \ SIGNAGE NOTES: I. COORDINATE ALL FINISHES WITH OWNER SCALE: 2. USE (1) LAYER OF 5/8" MOISTURE RESISTANT GYP BD. ON ALL NET AREAS - / o � o / r \ oo / \ co / KICK / \ / PLATE / KICK // KICK,\ / KIC / PLATE / PLATE\ / PLATE\ / / \ / . ROOF 4" VTR.�IL 4" VTR.�I� 4° VTR. ELEVATION A ELEVATION B ELEVATION .G ELEVATION G EXIST. I EXIST. I - �I� MENS TOILET I WOMENS TOILET I TO REMAIN TO REMAIN SCIHEDULE I I I W.G.I ILA`+/• I LAV.I I W.G. I I TAG MANUFACTURER SERIES MATERIAL TYPE SIZE ELEVATION REMARKS URINAL 31-01, A 3%4 HOUR FIRE RATED I I I I I I A KAWNEER 451T ALUMINUM SINGLE 2'-0" X FIXED - I EXISTING WINDOW TO REMAIN E EXISTING WINDOW TO REMAIN 2ND FLR I I E REPAIR / REPLACE A5 PER OWNER REPAIR , G.O. I C.O. I / REPLACE AS PER OWNER EXIST. I I W0 " ELEVATE OSIS - - TOILET I NEW FRUIT NEW MENS I NEW WOMENS 2'-O" TO REMAIN _ I PSP H.G. TOILET 2" - - _ 2" H.G. TOILET _ V.I.F. NOTE I I/2"1 BGOMP. � - - T- -- - -i- - I i - - -I- - -- - -� - - - I ALL NEW WINDOW SIZES, HARDWARE 4 I I I I „ I �� GLASS TYPE IS TO BE FIELD VERIFIED I SINK I I/2 2 1 1/2" I :: 2 I ;` PRIOR TO PURCHASE OR INSTALLATION URINAL W.G. W.G.I ILA`f• EMERGENCY I W.G. I LAV. I LAV.I I I/2 I,2 I I O FLOOR FLOOR FLOOR FLOOR FLOOR YE WASH C_I i N.C.I FOUNT. 2„ IL g : IST FLR DRAIN 1 1/2° GREASE DRAIN DRAIN DRAIN DRAIN FLOOR FLOOR �' TRAP 1 1/2 1 1/2" 1 1/2" All � DRAIN DRAIN - 3. 11/2" G.O. +4: FAI C.O. � I I/2" I I/2" I I/2" I I/2" I I/2° 4" � 4" 1 1/2" G.O. 11/2" 1 1/2" GRADE ® O 411w z 4 G.O. z G.O. 4" Q EXISTING SANITARY LINE EXISTING SANITARY LINE - � ROOF �� J� 4 VTR. ---�—�- TO APPROVED I q SANITARY SYSTEM NEW H.G. TOILET 2" II I I �a,� - - i- - - -.I- - - - - 2 4�M B I I C7 RISER DIAD A M (1"-IAIN 5 U I L D I I O) 4' H. TRAP �- - - T- - -- - - - - 2"\I I I/2"�I I I I/2" 3 COMP. SCALE: NONE I SINK j I I/2" G, I LAV, I I EMERGENCY HAND 1 YE WASH i DRINK. 2" I SINK I 1 1/2" FOUNT. - - - - - - - - - - - - - IST FLR 1 I/2° I GREASE JAN. NOTE: X=12" IF DOOR HAS NOTE: Y=48" MIN. IF DOOR PULL SIDE 1 B„ I TRAP I I/2 SINK 1 1/2" BOTH CLOSER AND LATCH - - PULL SIDE C.O. I I I/2" I I/2" I I/2° 4" FAI HAS BOTH LATCH AND CLOSER IG.O. 2'MIN 4 X r- -- - - - 1 4 - - - - -I- - I GRADE 54" MIN. I i f - - LU I - - - - - - - � I -� z X � v � I 2-- MIN. ry I I Q PUSH SIDE i I _ ? PU5H SIDE 4 TO APPROVED 4" SANITARY SYSTEM NOTE: IF Y=6D", THEN X=56" I 1 NOTE: Y=54" IF DOOR HAS CLOSER IF Y=54", THEN X=42" (c) (e) 4" H. TRAP (c) LATCH SIDE FRONT APPROAGIHE-5LIDING DOORS HINGE SIDE APPROACHES-SWINGING DOORS LATCH SIDE APPROACHES-SWINGING DOORS AND FOLDING DooR5 FLUMBING-7 RISER D I AORAM NINEO- AR .EULDINO) SCALE: NONE NOTE: Y=48" M - PULL SIDE - -- D E c � v E IN. IF DOOR 1 HAS CLOSER 54 MIN. SEP 2 3. 2016 r ON OF R E C I Southold Town I\�O 543q'�41° Planning Board cy I PU`�H SIDE I v I I I 42° 12° I 4 PREF RRED I I PLEASE BE ADVISED THE GOMPL I ANGE GERTI E I GATI ON 15 BIASED ---- I I MI Bb M MA ¢6O MIN ON PLANS AND SOLELY EOR THE PURPOSE OF OBTAININC-, A 2 MIN. I 18" MIN. I i I I I Ib° Is° I 42" BUILDING PERMIT. IN ORDER TO GOMPLY WITH TOWN GUIDELINES _ ADDITIONAL I N5PEGTI ONS AND TESTING MUST BE DONE I I - �B � I�" �4" M'� TO OBTAIN � MIN MIK ,�\ GERTII=IGATE 01= OGGUPI�NGY (d) P,,� (e) m Nam m YZ Z FRONT APPROACHES-SLIDING DOORS SLIDE SIDE FRONT APPP.OAGHE-SLIDING DOORS in , N 0 F] (a) AND FOLDING DOORS AND FOLDING DOORS m r - m P Q PROP05C-D INTERIOR RENOVATION 1=0R FIN.FL �� pp C3 J. .Q �,` FRONT APPROAGHC-S-SWINGING DOORS, G MATCHBOOK D I ST I LL I N G COMPANY LL('--, 48"Hlld. Q �91S �' c G ��� ." 230 GORWIN STREET GREENPORT N.Y. 11944 NOTE;IN SOF¢CASES 0 JNK MAY M SCALE: APPROVED BY. I t-�C TOILETpR5EDIAND DOOR FRONT VIEW �Q AS NOTED - DRAWN BY: RK A G G E 5 5 I B I i-� 1 T Y DETAILS SIDE VIEW LOCATION MAY CHAN6E. : ` er BATE: 06-25-I6 REVISED BY : SCALE: NONE TYPIGAL HANDICAP TOILET SPEGIFIGATIONS � + Obert J. �f"lUbe ArGhiteGt ISSUED TO PLANNING 51.05116 SCALE: I/4" = I'-O" NOTE: ALL TOILET ROOM SPECIFIED AS HANDICAP SHALL MEET �^� 13571 .E 416 Ex re5swa Drive 50. 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U �A ., C) LUMINAIRE SCHEDULE, .� W oCf) o O Symbol Label Qty Catalog Number Description Lamp File LLF Watts C) W O WST LED P1 30K WST LED, Performance -�'°E• � "'� /ST LED �' E'-' O Q WP 10 VW MVOLT package 1, 3000 K,visual LED 3000K i WST LED P1 1.00 12 �--- Z comfort wide, MVOLT °° _30K_VW_MV z - {{ Architectural Wall Sconce Cn 0 < r'i _ W STATISTICS �:�,_ O W T .. r : ..: . . Description Symbol Avg Max Min Max/Min Avg/Min OMM U , W Exterior Lighting Levels 0.64 fc 8.35c f 0.00 fc N/A N/A AFG Specifications = � U � Prop Line AFG + 0.01fc 0.36fc O.00fc N/A N/ALurI'1in aire Optional Back Box (1313W) � co P-en 8'-1/2'r 4r, t Height: Height: r } �1 [� 99 y.� / C-) CLU n d Widths 17 n Width: NOTES 0 1 cn,) 414.0 cm,', � 10-3f 1�i'r 1-1/2" L---�'---� 1.THESE LIGHTING CALCULATIONS ARE NOT A SUBSTITUTE Depth: (25t9_ Depth: FOR INDEPENDENT ENGINEERING ANALYSIS OF LIGHTING SUITABILITY AND SAFETY. Weight: 20 lbs FOR 3.14,NrT Designer I^��.c �•a! sin€•€r�F+d 2.THIS PHOTOMETRICS LAYOUT WAS CALCULATED USING Eric Perkins, LC, MI SPECIFIC CRITERIA,ANY DEVIATION FROM STATED PARAMETERS WILL AFFECT ACTUAL PERFORMANCE. DateH x Dec. 0 1st, 2016 3.ALL QUANTITIES ARE BASED ON FIXTURES SHOWN IN THE LIGHTING CALCULATIONS ONLY. � � � I� Scale 4. THESE CALCULATIONS ARE BASED ON LISTED FIXTURES ONLY. w n a.as FOR IW EFtED ARc As Noted SUBSTITUTION OF THESE FIXTURES VOIDS ALL CALCULATIONS. oTr�}rwc - , �= Rev 1 5. ACUITY BRANDS LIGHTING RESERVES THE RIGHT TO WITHDRAW �' �'F See All Notes THESE COPYRIGHTED LIGHTING PLANS FROM PUBLIC RECORD IF <' ,,•i IT SUBSTITUTIONS OCCUR. 6. ALL SUBSTITUTIONS REQUIRE NEW CALCULATIONS BASED ON THE 1 O'f 1 FIXTURES SUPPLIED. 05,, 23571 OF �.W ir In em ft MW- Iwo% loop al! go , a MtATCHBOOK a , ML r. DEC 0 5 2016 Southold Town Planning Board I I . . . . . . I . . . . . - . . . . . . I I .. � . 1 . . - ,: . . . 11 . . I �� � I . I ,. I I . . . � . I . . .1 . .� , . . 1. � I .1 . . . . .. : - I . . I . . I - I I I I I � : I I I . . . . . �� 11 . I EXISTING MANHOLE . . . . CORWIN - STREET ( 505 ) , .. I . � � 11 ,� � I . 11 11 . . :� . � . . . I . . I I ' ll. . . . , I I . �� . I . . 1 . 111 , INV EL:8.24' EXISTING MANHOLE . . .. ____ -8" DIA. (150-0")_- _ INV EL-1.01' . ---- -----_ -XI5TIN6 5EWER MAIN TO REMAIN -------- ------- ----------- . r WATER WATER WATER WATER WATER WATER -'- WATER - 1NAjER WATER __ EXISTING WATER MAIN TO REMAIN ------------------__-__ -_------ -:----- -�____� __-_- ------ ----- I WATER WATER WATER WATER WATER WATER WATER WATER -- WAT WATER WATER L_ j r FIs /�--V, S , , WATER WATER WATER WATER - WATER WATER WATER -_--_ , --_-- - ----- -- C� �2 �2 WATER .WATER WATER WATER WATER YWATER coy /� ►J V V 3 8 ,2 2 " 3o DEG. MAX BEND Ty�Fd .g� � INV EL: 12.16' . <F ^ s F� ', < NEW MANHOLE EXISTING WATER /' _ AT SOIL LINE Syfi�q4.�\ (/N� SEE DETAIL B . MAIN � SHUT OFF VALVE - - \ THIS SHEET . TO REMAIN �f - - P05�p\\ \-\ _ INV EL: 13.00' -- _ _ „_ _ _ _ _ -_..__ _ _ / SEE DETAIL D NEH HOUSE P �0 \P 6 \1.3 ----- -- -- ---- _ _ _ -�y - _____ - ____ _ ' \ THIS SHEET © ��� SNE/ INY El_: INV EL: 14.00' ----------- l �� U.\� EXISTING INV EL: N\�/ I 12.85' ------ .------ F_X(STING D/ �" `� P .. -- - NV SMANHOLE ® �+.,/ 5q.16' /� _ - -------- ----- --- -------- _ LOADING �a'i!(�, i i O . 7.67' i I I r I _ - - - _- 121.25 A 0 _- -------- I1 I 1 . . . t I RY BUIL' _ ERTH --� - _ -------- �_____� O �U D -9 To p,EMAIN r , , , , ,� �, � I / 1 I _ ---- I { EXISTING \ _ �� EXISTING �09 V, . I XIS '-r' EXISTING { DRYWELLB -r- �-1.2y . I No EXIST. HOUSE TRAP { { TO REMAIN ----- t , DRYWELLS . . 4i `,r_./ TING STS INV EL: P DRYWELLS -------- g1.11 I 4 { �, { 4 PIPING ' d PIPING 0,�0 -� '` ' ^ I . To 13tE GOND R,�G 14.00' I ' - PROVIDE NEW INTERIOR -1 TO REMAIN I TO REMAIN 3 ^ �,T�.� I T PIPING' EXISTING SOIL LINE SHUT OFF VALVES -, , m 1�IN�GrgR To - I ,.�_ TO REMAIN To REMAIN OP05ED 5--- \NATE fII �• ,k 0 \ TO - . ': : -- - . O BLpG� SEE DETAIL 4 BLDG I 6.41' I Q I { AREA: +/- 2,25 ul ; i � THIS SHEET VINEGAR WATEk I IB I T1146P,TER MAIN ' � � F.F. S.F. r OP05ED `T-- . w \ EXISTING \\ (NEw NATER m 'EXISTING( O I TO PR I TO REMA N F t( '\' -�" �,/ �U I I•_l I I`�v t� Q , DRYWELLS\\ / SANT R,r DRYWELL` _ ' ,' DISTILLERY PROP OR , 1. . . I 5 l OR l � �. r .' �. - . ' 8 PIPING \\ TA SERVIG TO REMAIN' EXISTING I oSED GE �T A& 1 - ' Q / E) LOADING LAB STORA / . ./ � .\ � EXISTING TO REMAIN I ; BERTH �>TO 1 TO Y -1 4.82' oi '�' ; ; F/<I�TI�� O . DRYWELL 1. 0 ^ I bO,oq r ' WATER _�_ i TO II�� U5 -- _ . .r. , 1. . I ; REMAIN INr_`}Z-HO I 2�D STO 0 ` , + - 5,Ob6 5.F. $ PIPING WATER (�XI�T I I`�� � TO O� I GE O N AREP�: / TO REMAIN T 15TIN� ; WP,TER / sAtVrARY 5ER`/IGE) 11 . WA 08 I 20.06 p,IN GON��� I (F_X �I<�2TEZ� NEW 1500 GALLON W . (NO . :. / � I NEW WATBt? AER W rE -----5 TO M R I-INF_ �� �) TO �� i ; 156.51 � I. MAIN WATER WATE �� p I ST I LL�� ' PROPANE TANK • TO L N STOR z 1NTER10R �'O 1 PROVIDE N 128.60 �-PROVIDE NEW 101g7�i S.F. t t - I S.F. VALVE p,REp�: +l- 412"12 SEE DETAIL THRUST,SLoG SHUT OFF I"1.0� 5ER`/IGE) p,REP�: +l- . I PRowiD�NE ON THIS KING El-` . ! SHUTPRO W INTER ET NEW wp` (EX RVIGE TO REM ��-� . . SHEET, I F•F• TER / Sf�NITP�RY I 15TING yy�-4TER / p,IN) ; i 4 or-1= VA 1OR �' ( PRY 5E - . ;n L IT _ ._ 652 . rT, a ve o I SPAN (i „_ - � 1 ^tel I STOP W �v I A 101.31' _ - - ILhI NG I 0 ______ 1 .- i �X15T1NG STOP _ ...._,_._ _ - NOTA IN A G, 2'.26' 138.88' RE,A: +/ 5,2Q7 TO � r�,q I N - ALL EXI5TING INFORMATION TAKEN FROM 11 . (No yN,t�TER S.F. ) _ SURVEYS 5ANITARY SITE PLANS BY: / S�ANIT,AR�- gERVIGE) I - �_ - - ^ cc' - n' : I O I _ -- �""��� GARRET A. STRANG ARCHITECT N 34.24' IOq•gq: ry _1111111- MAIN ROAD P.O. BOX 1412 / 0 �X15TING _ _--- -� SOUTHOLD N.Y. 11171 . . I I I . . . . 1 I I � I � 77 � _. . . SHED in I � � AD , _ . ry RA� DATED APRIL 11 1113 0 cv TO REMAIN - I I + . I I . . . . . � . I . �- N , +/- 41q S.F. cryo - d 111111111111��������...... '' �C o _ ISLAND , LONG RICHARD P. ARELT ARCHITECT I 1*""ll`l`f / �N TARP / 34.27' -No ;NATE - . EAST SETAUKET, r,Y. I �� . . I _. I ,. . � SERVICE! _:_._ - OTE : ' _.f-=------- DATED MAY 2, IcI83 . y L_, _ �� ; 5 7 NEW WATER LINES TO BE A MINIMUP�II . W OF 54" FROM FINISHED GRADE FEHRINGER SURVEYING PG ' ' ' ' ' ' ' ' ' ' ' S8 4� 11 4 0 - 0 10 20 30 40 50 . 60 �70 8o qo loo . 200 JACKSON AVENUE . f �I `� SEAFORD MN.Y. 11787 I I I I . FR O F O S E S/- I `► I I A RY SITE FLAN DATED MARCH lei, 2016 . _ SCALE: I"=20'-O" G N R L NOTES: o , N �° Q� d� �° d° �°� d ° do d do go o ° Qm ` o 0 0 0 • o I. ALL ELEVATIONS ARE BASED ON NAVD (1188), U56 4 65 DATUM F- F'+ t- + + + O+ + + t- + � + + + . ' ,_ < <+ �`++ - 1�+ •<�_ o I- H f- + F- + t' + t- + H + I- I-- I-N F-m F- 2. THERE ARE NO KNOW NEIGHBORING WELLS WITHIN 150' OF THE PROPERTY EL: 20.0 O 0 0 0 O N O 0 O N O 0 0 U1 O N O N 0 to N_ . tf1_ o_ 0 0 N O N O N O N 0 N O N O N O 0 O N O N± - ,. .w ' #. EL. . : t. . ... ... 20 O EXIST. . , FACE WATER OR WETLANDS WITHIN 300 OF THE PROPERTY F ; .. NEW MANHD E ; { ",EXIST,"FIN LR 3. THERE 15 NO SUR ; ; , : , : .. c f .. 1: ..i 1 . I ( i F f.. x IN FLR I ; .....,. . - . . 1. NEW.... . .. ' ... .... I SEE DETAIL , .1........._. .. . ; , . r ..;. ' .. E I6 5 , ?..,.. I ZON I NCS I NORM T I ON: EL: 15.0 L --- - --- - - --- } EL 17.0 ' --= N EL 15 L. . € �ET H ' MANHO 'E ' O = B ONDTH SIL - --- --- --- B 15 ! 4 SH i. --_I . .. _ . EX 5T • 0 , 1 ( . > , P - ' S.G.T.M. 1000-45-2-44.5q INV EL. , r f { j. SHEET " = H {..: x _i ,. is I 114.b , F V EL. +� t ..} . . ARE (5-7,116.161.541 ACRES .. .. i d A S.F.5. ( ) E L - Q [Ll I 1 O' i...,... I 12.83 5EWER MAIN EL: 10.0 eta --_ -- _-- --- --- EL: } I. .: EL: 10.0 - 3 00 E. DUSTRIAL -' -' - - . EXISTING U5 LIGHT IN - -- , 13 NEW 6 . O i 40 AL ; . . ; .. , .. M ` PROPOSED USE. LIGHT INDUSTRIAL 501E:LINE j INV EL: EXIST. 2\I RE . ...... ... NI , , { w I : II s I SOIL LINE : ._ -.... GROUND WATER MANAGEMENT ZONES 4 O I I 1.0 . i i ` .. EL:' S.0 ---- =-- --- --- --- --- --- EL. 5.0 i I TO REMAIN Q '_ . - - , . - -- . .. ' . ; - - - , . I ; , SANITY Y i- ON GALGULATION: . 11 R L ..I ! t o , x . 1 y . I I ` . i x -,.. .. .3..,..,.... I . .. ..F i ,.i... .. .. i 1 i BUILDING ,4REA5 ... I. .... I. { I...... i...,. EL: O.O EL O O 1.:., . STORY BUILDING (PROPOSED VINEGAR): +/- 2,257 S.F. . > " : ;.. FROFOS � SANITARY FROFIL 11_ 1. 11OO� � /UNITARY FROFILE I STORY BUILDING (EXISTING STORAGE): +/- 5217 S.F. STORY BUILDING (SHED): +/- 411 S.F. SCALE: I -10 O :: " SCALE: I =10-O I STORY BUILDING (PROPOSED DISTILLERY): +/- 18,171 S.F. I (�) IMAGE DEPICTS PROFILE of PROPOSED VINEGAR TO NEW MANHOLE IMAGE DEPICTS PROFILE OF EXISTING .5EWER MAIN TO PROPOSED DISTILLERY 2ND STORY (LAB / STORAGE): +/- 4,2-12 S.F. . ' . .' ' I STORY BUILDING (EXISTING STORAGE): +/- 5.086 S.F. . TOTAL AREA: +/- 36,310 S.F. ` / G 11 . . ADJUSTABLE LOCKING TYPE "F''- 21-6'1 I BRONZE DEVICE WOCKII KEY G SGf�h AFFRO V AL 5TA�i= . SANITARY FLOW: 0.04 GPD PER S.F. (WINERY 4 BREWERY) IRON FRAME AND COYER - WRENCH SUPPLIED I . +/- 36310 X 0.04 = +/- 1,452.4 GPD (TO BE WATER TIGHT AND ( +# /G�/ 't1 H7n Pr11p INSECT PROOF.) S°r�o,'k�'(}'7e1tF,D^*�^r+,F� �. -�. s PROCESS WATER FLOW: +/- 2,550 GPD SEE DETAIL G 2 PENETRATING ea,,h S nice, .. pprcval for�o•af !ctizln-Qf;er Y han air: ie�a,"ilily �a S 8" TRAFFIC - PICK HOLES r,,,tnlykAr,t� "� =' 1 TOTAL SEWAGE FLOW: +/- 4,002.4 GPD BEARING SLAB TO II� I 1?:"s rencc J\To• s �r ti�5t. 2-4tI1�I CIU., ` Q "S.C. SAN. 5EWER" e /rv-�✓C!/,G coI ' MEET AASHTO H-20 Q n I?esigr Flow`/`"�2 yC-R� 1. . ' THRUST BLOCKING /ARE REQUIREMENTS _ "� 3'-2° LETTERING H16H ���� � ~��I' -- 'z"'�` �``�'' - ��� 1. TI. _-- . 3/4 DIA. OR 7/8 5Q. p it,.:v,: h Fn r:,�a,,t�✓? f _ o" Cen.-'r," corforr,.an�f ,; ' c ,,. -_'_ (SHOWN IN S.F.) Coa?E r^^� t �,,. ^rt r: r a F ✓atrx , at..a,:. -.,_ + y '. SELF 5EALING BUTYL NOTE: Y I ��°rI o��e�;Ili Services standards,rcla:ir.c �+ [�, PIPE DEAD END 10 DEG. 45 DEG. 22 I/2 DEG. � ill STEPS ARE TO BE SIZE OR TEE BEND BEND BEND RUBBER and<:nri sera✓^n r t�ck�.er sup ;t#•� t . I. MANHOLE FRAME SHALL BE TYPE F, ADJUSTABLE WITH LOCKING COVER, `�C dt p-3 a1• l;er Regardless of`ny arr;issions,incon 'f t 12 3/4 I/2 POLYPROPYLENE ASTM A-48 CLASS 30 GRAY CAST IRON, CAMPBELL FOUNDRY OR EQUAL. ° detain construction is refit+iced to bei sr"te.rces or:a k --�, 2 t c.t p �: 4" I I / e, n accarda"�ce with tie attached �_`� .1 COATED P '�-t conc',.t:ons aad.9 ,7€icable standards un'ess s,e : : 1. �: `- x: 6" 2 3 2 I P c, ce,i.y `✓awed h 11 2'-0" 2'_0" 1/2 STEEL BARS 2. MANUFACTURER AND DATE GA5T IN UNDERSIDE OF COVER. the DsI�:?rt�rPent. Thm anproval s i y 1. 2r r Ir- ..;1 ex ca tine app val da T t o 8 4 5 1/2 3 pyre 10" 6 8 I/2' 4 I/2 2 I/2 MAX. Is, _ a'-o" 5" MAX. ® 12" O.G. - 12" 1 12 6 I/2 3 I/2 N O O X R I �� ( �t c� :�.r;edved. - C�-^! x a I6" cl 15 I/2 81/2 41/2 - /� 7 ZG ` �j 11 �i1./I{ r ` 1 . 20 15 18 I/2 10 I/2 51/2 ppovalD'ate. �';> '- " Q = SCALE: I/2"=1'-0" M .11 :e c1. 1: I _ ...K FLEXIBLE JOINTI I ,_ ZS3z � �CE , �` FLEXIBLE SLEEVE INTERIOR EXTERIOR SEAL OR APPROVED (TYF') / -,J 0)141 /�P ` "; SUBJECT 51TE . LINE OF BUILDING iI EQUAL (KOR-N-SEAL) MONOLITHIC BASE / FRESH %VATEr2 LmE:(S) I='J �i +a^a i'eC�'p"FLy tea,.. -. ;>_ 911�_ :. VI: �\ NOTE: AIR-INTAKE UFi f3i.1� ®IJd`!TY DAF t, 0y.. HALT F2E£�+4�e�E a. �\ { I. ALL MANHOLE SECTIONS SHAD CONFORM WITH A.S.T.M. G-478, LATEST �A�,�" >?; Z- .�. . I PROPOSED PIPE "� REVISION STANDARD 5PECIFICATIONS FOR PRECAST REINFORCED CONCRETE j GLEAN OUTS 5i�ti , ,., dC; ::�BE I. , L. �Qi.r s til�°sa�Ar t (SEE PLANS FOR SIZE) M.H. SECTIONS. . '`.. + . � .. . 7 9 �0 �HFb;!! . iP:gra py( ). / GRADE 2. MANHOLE RISER SECTIONS Tp BE FURNISHED IN 1,2,3 OR 4' HEIGHTS A5 �� . 90 DEG BEND THRUST BLOCKING .45 DEG BEND REQUIRED. � I - , . RUNNING / �P SCALE: NONE (SEE CHART FOR S.F. REQUIRED) 3. LOADING TO CONFORM TO AA5HTO H-20 LOADING. NOTES: PFLOW - %/ FLOW FLOW FLOW I. CONCRETE BLOCKING SHALL BE APPLIED ON ALL PIPE LINES 4" DIA. AND GREATER AT ALL TEES, 4. ALL CONCRETE 05 TO MEET ,%,000 P51 AT 28 DAY SET. /; - - (5-,y�r,,vp,,�T PROP05ED INTERIOR RENOVATION FOR PLUG5, GAPS 4 AT BENDS DEFLECTING 22 1/2 DEGREES OR MORE. S ',u` ,�g.£:'D 4%,,,,, 2. BLOCKING SHALL HAVE A MIN., GOMPRE551VE 5TRENGTH OF 2200 P51 5. ALL OUTLETS ARE TO BE SET OY MINIMUM BELOW INLET PIPES. ��// � ''��-y ./ ?^ > >'`t,,`,,. M�TGHBOOK D 1ST I LL I NG GOMPI�NY LLG 3. BLOCKING SHALL BE PLACED BETWEEN SOLID GROUND FITTING TO BE ANCHORED R J• (y' , I" . 230 GORHIN STREET efEENPORT N.Y, 11c1 4 4. PIPES AND FITTING JOINTS SHALL STILL BE ACCESSIBLE FOR REPAIR AFTER BLOCKING 15 INSTALLED 6. THE MAXIMUM CHANGE IN ELQ\ 5'-O" MIN. � - ®� ��°�� APPROVED BY: , CATION BETWEEN INLET AND OUTLET INVERT(S) 5GALE1 AS NOTED DRAWN sY,RK" 5. PROVIDE 3/4" TIE RODS d CLAMPS FOR ALL VERTICAL BENDS DEFLECTING 22 1/2 DEGREES OR SHALL BE NO GREATER THAN 2• FEET, If 11 `" - �© ,#`# � ' MORE /, CAST IRON PIPE � N I TORYNO � ( � ",',' cI t,° , DATE, 20-16 REVISED BY THRUST 5LO�K DETAIL _ HOUSE TRAF DETAIL W :e�� Robert J. Gruber A c�hite�t SCALE: I/2"=1'-011 9 SCALE: 1/4"=1'-O" nD ����� ,571 a 47h �x re55i�a Drive So. Medford N.Y.,, 11763 (631) 654-4g4a SCALE: I/2"=I'-O" `.'7,),. $J A_.> „t5 t: P 6.x;1,_! 5ANITARY 51TE PLAN, GALGULATIONS, I G UMBER( ISSUED FOR WWM 01.15.16, REVISED: 01.10.17, REVISED 01.30.17, REVISED 03.02.1-1 _ T ' �' NOTES l$ DETAILS JOB, .1 OF 1 . 16-071