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WING LEHR ASSOCIATES 750825 CONSULTING STRUCTURAL ENGINEERS CONSULTING MECHANICAL ENGINEERS 4 1 1 S E V E N T H A V E N U E O N E P E N N P L A Z A NEW YORK, NEW YORK 10001 NEVA/ YORK, NEW YORK. 10001 . DATE 4Q 1 -41 5 SEVENTH AVENUE NEW YORK. N.Y. t Q00 S i �..,..e«,..r...mw..+...+.ar.ww.w..,.w,.......,...: a�eswww...,+ww..•...,. i' e A PIPE 14ANGER." SUPPORT SCHEDULE' LESS iWIIw Y4� "OIE14 Ell T -OIZETWAN)47WOVEMENT FIG EXCEPT AS NOTED EXCEPT AS NOTED, 6 IELD '..PLE 'NO, NON HOT NON CW, W. HOT WSA"LE N$UL LINES INSUL.1 LINES LINES 1 *2 *3 44 #5 #6 0 RHEAD SU 'PORT 440PIZONrALP IPINS) CLEVI13 HANGEPS CLEVIS, ROLLER HANGERS I (FOR G.' 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STAKWONSUP T RISER CLAMP, eibLT RISER, CLAMP BASS PIPE DOUBLE ---- - -- __,_ __ � f f I . soq6Lt BOLT - SPRING WIT14 27 �i fj wAj_L SU L Ili LIJ i L �j L—A ------------- — -- ---- (size przt� PEC .4 ONG (SEE SPECIFICATIONS L.)sric"A"y wwv:D oi��T EE zoNr44 Pipme) ANCHORRO ICAL*RQkl SPECIFIC '*FO;1IS1FJU`SCjZLTFf) I POR 6VCK SIZE APPLAES TOALLPiPES TO-15TOPIVIOVEMENT �VAQIASLE A I I , I I '1� I I 11� ST0111i"IZE E a I A is ICA u GANG HAM" PIPING) m _,e;OLT 4- F2 Ig tL ANry -R6t4OR;Zd U GANG, W 44 __7 � i I I "I , I � I - . L � �; ; I I A � 7 , iir J TO (vt t�j 1�j Izi SF VkQIABL 6UIDES' V �i 1A 4 . IIZ7 2 t N A L PIMmi T 1 D 1 1 D I ro�f 9,0-'D DOUBLE 'RCID� TRA eZ E _'T _4 h ILJI I jj I D �Bj B -- SPRING rill, 40, sw TX 661. �RLSER et -Amp (TX SPOCI;tCATION 1,� TX 4 2 5 5 51 4� 2 2 444 TA� k7 VAIIZ61LE� 10 10,111, 11OLT, '"E" f �CIAZP J.. 4313 ve i vViELRE-15" S T E E L B R A c'i< jE-.T L� A k TO,, CH 'SINoit- �501.T, STPUMEL miff!! i A. 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T i p p C H D L L g R A" C H I I I C T S C A Y M A N C. G I N C E x �a a S'S o e t a T E s CONSULTING STRUCTURAL ENGINEERS CONSULTING MECHANICAL COMMISSION NO. 750825 ENGINEERS 41 1 S E V E N T H A V E N U E O N E P E N N P L A Z A 4 0 1- 4 15 SEVENTH AVEN U E N E W Y 0 R K. N. Y. 1 0 0 0 1 NEW YORK, NEW YORK 1 0 0 0 1 NEW YORK, NEW YORK 1 0001 DATE t IN AXE X)i 124x, AX • & NEwTHE r� � HIET0N R Y E H I L T R YE INN f © R Q N J U 1 TOWN A00ITI0N N T V E N T U R E EWERVICE SCALE: -. 1/6 It I i � {� Jj 0 _ LEVEL~- .r 4576` eti 1C3 ' t y, y 'E„ z� ' j�, , y 1 ,(`g j ` A0 4 -41 5 �j� R M u SEVENTH AV EN,U E Q ❑ NEW Q (� (� it U Ii YORK. I T ( N.Y. (� (� (t S t 004 i W A Y M A N C, W I N G L E H R A S S O C I A T E S CONSULTING STRUCTURAL ENGINEERS CONSULTING MECHANICALENGINEERS A i t S E V E N T H A V E N U E O N. E P' E N N P L A Z A 'NEW YORK, N E W Y O R K t 0 0 0 9 .NEW YORK, NEW YORK i 000 i COMMISSION Nt?. 750825 DATE: C n s Li of NE- TN.I RYE T 0 W N HILTON INN - A001T10NNEW BANQUETLEVEL } �F o R SCALE, 8}f 1_ off R Y E H I L T O N J O 1 N T V E N T U R E 457�n j t j� Q j �j COMMISSION NO. I t E t1 U. I �j N'` a W A Y M A N4 , C. W I N G L E H R A S S 0 C T A T E S 750825 u CONSULTING STRUCTURAL ENGINEERS CONSULTING MECHAR11CAL ENGINEERS ' .._ .M_ N i S 6 V E N T O V E N U E O N E P, N N P L A Z 1 j 40 SEVENTH AVENUE NEW YORK. N.Y. '10001 NEW YQR.x. NEW YORK laogt NEW YORK, NEW YORK fogot DATE in • I- 11 0 0 0 n A G7 I NES' -� 1 H E R Y I T O 1t IY H I L T 0 N I N N A 0 0 1 T 16 E UPPERBANQUET LEVE. F O R SCALE ; V8 �' ¢� `' RYE H I L. T O N J O I N T V E N- T U R E d 4rj°'0 451E'! j�� ( � I L j� A M B. j j� ( A B L E (� (1 (J R A R C H I T f C T S A d C I A N E S C A Y M A N C. 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E C TT 10061 WAYMAN C W I N G L E H R A S S 0 C IA T E S CON'SULTING STRUCTURAL ENGINEERS CONSULTING MECHANICAL ENGINEERS 4-1.1 ',SEVE NTH A V E N U E 0 N E P E N N P L A Z A NEW YORK� NEW YORK 10001 NEW YORK, NEW YORK 10001 COMMISSION NO. 750825 DATE (112 _r 4-4 14 La Li tj, -TO 5C - WSW PL)4�7 A% NN A Tie A LLY LIWEP ------------- NN F t ---- ------ r-4 s—r- w N-1 4-4 14 s 71 Q 6l cojL �7e LOCATOP Nsw r, 4. 1 ... ... .... .... IN \11 IN\ -PIC N\ P4JI4 f4t---W Vl: �4�4L IN N �4 r --\,4V Hato I VI, % x z4v I I's X IN NN oz"HK ext, 15 rr. N N, \N WK� % NN kV IN �k r rol \N — 1-1 -T M- t PA� r-�-?--Trcl CAL L 4� x r-� 9-4 # A' 41, lX -Hw 12SMOVS ALL l?Uc-Tw4;trzv- \v, �'A ATZ:,4W. —H WS I A IN X1 N/Dwk To 5S S(,v14S-PLjLaP X, y oww v N, 'N H\/ 4- - - - - - - - - - - - - - - - - - . . . e X1.2ji V, a, IL:;" 4�E;4-o\dl 1,-4G 1��rvvoel< I'llro TO W, 05M(::;VaL;� sc SCALE*, A ALE, V4 vp - r -v Z4 .4— -Ammmmmovmw I lxe:' 1-ovs 14- �uz J- 41]tfi SCALE: 1/4' 1 - 0 0 ' 5p -c Y4. I--' I Z-\Qc) 14, :3 P'tt'.ls� 'al';T 4--e>-149 ✓ _ 2 44" DIIA . M A Nt *--kl)L' co vn 's e' r'2 At d l S3 LOCkE D GA(GE CAP ROADWAY T VP6 S#..ACC) r �F CC?tfit�x � 7 t�trtis is :w CLF i ti ' fi VENT 4`- o" CONIC COW" IT - I f 4-tNF- P,, jV,-;14TA5 SWOWrE CrN FOR, , \� OIL — � � 2-24" DI • ivl,�NPOLES Dt�tG�' �sNll PROJECT' 1) v",to�' t? i f,C 1.',rP� lovER3 7Gf i tl'j TC 11 W50di-if 4{{p C�{EDLtL TFi�tt�s5 Y�.rI H e ASV -ET% tP�t?fi- ANO 112 WIPE, 3UFf'btLi3 CAP SAND - ` 1FfY Xyl � t-- =- + -- - - l i1 2 Rot) x'1EL F. 04 t2FtidfC�€�C LNCL.� PODS" (co, t4dRETE rA'+ SA1✓i TO TAN K$ FILL LINE AT 12"o. C. e,,4 f4 WAY ¢ . Lee Tt4' -A'$ TANk ANO AC14 €3 E 0 - Nqf t - a 4 " i \l f � n i'i'i t1`t •, , ,� i , . y i 1 i, TMa yI LLA 1 / y .�.•.-:--^ � , ,vu ✓✓ rte..-..� .. , • a f x _ a ! { ('■iy `', .' g m 1° r7 A e^ -t i t K € r� 0 0 1 i COMMISSION NO. �A U. jy' ) L [ A [� , f g L A R H ( #1 C WAYMAN C. W I N G CONSULTING STRUCTURAL ENGINEERS L E H R A S S O C I A T E S 750825 CONSULTING MECHANICAL ENGINEERS - 4 -11 S E V E N T H A V`4N U E O N E P E N N .P L A Z A S E V E N T H A V E N U E NEW YORK. N.Y. l 0 0 0 1 N E W, YORK. NEW YORK 000 1 NEW YORK, NEW YORK 10001 DATE i s . si _ 1 p `r t �T L, � T O t. aNa�. M �T PEP, G O t� .� � V� A� I � i c.. 4— C7 ER �� t� � l2 R V ,CS, P SPECIFICATION, .�?' � �';. t�t ?P�-�" MAIN 1 ��t L� ; , .... � F CONTROL, t� �.. A L V�.� � � S P�� { � � U N :.� tN.- T � �v ° L°4 C` a _ � . L ��A�'� �:? i .� � �� TC -'t , t EA TCC.c a E f'�:.i Vic.. 2 T� Ql ERt; TO LE R TUBE PULL L C���. � �4 f TWO WIDE t ENPIPING, ?- FC;�YxT�M �tT� �C(L�C� V!�E UPpO�tTF ��� Plt� ." 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I , I � & . "01, � ", IH I L T 0 N I N N A 0 0 1 T I 0 N, SCHEDULE SHEET --,.. AA . 12, 1 . _j w F 0 R � I ',,'*' . I I RYE HILTON JOI N T V E N T U R E I . � - I . COMMISSION NO. W I L L I A M B. T A B L I R AR CHITECTS W A Y M A N C. W I N G L E H R A S S 0 C IA T E S , I 750825 CONSULTING STRUCTURAL ENGINEERS CONSULTING MECHANICAL ENGINEERS 1 41 1 0 N E 40 1 -41 5' � I L . �� �� SEVENTH I AVENUE - NEW YORK, N.Y. 10001 . . I NEW YORK, NEW YORK 10001 _1-11 � NEW YORK. NEW YORK 10001 DATE - _j w 4 I I TOWN OF RYE ZONING ORDINANCE COMPLIANCE This proposal intends to provide increased parking to meet the needs of the Rye Town Hilton Hotel. There will be no change to the Building complex therefore Sections 66-33 H1 (,k -G) requirements, which have been complied with under previous building applications, will not be affected by this proposed parking lot improvement. 2. Required Parking - By Code (Section 66-33 Hl -H) Parking requirements per Section 66-33 Hl -H comput to 709 spaces as set forth in the table below: PARKING TABLE I PROP EXIST C) +19 GAIN 0 0. 69 ROCK Lill \4 S1 6 KING 4L 25 N ROCK )CK 17 10 15 R 0 C K . % 0. . J';-:.*.: .. -41 BUILD -T BAC C C; IST C 9 0 0 3 6 % PIA/td -TCmAmce e, _J1 ROCK WIN f"AVEZ AREA -N EXIS"FING DDLE TENNIS 12 COURTS 15 33 14 13 NG S-rRoom 34 1? 4* G 4 EXISTING MAIN BUILDING 17 PROP. EXIST GAIN +17 20 ROCK x low - 41, < H 7 t_R 0 C K • 01 Ir EXISTING POOL J 7 9 J 466 ROCK se NO. DESCRIPTION DATE C) I Irl 22 • LEGEND -ri I mugs= i EXISTING GUESTROOM WINGS D &E 7 ROCK � 100 14 PROPERTY LINE iii e t 18RIGHT-OF-WAY LINE 7 r 7ROCK SETBACK LI R 0 C K EXISTING PARKING 4" PROPOSED PARKING S ILI UNPAVED AREA 7 ROADWAY 27 T PROP;: �` ®. TRAFFIC FLOW 6 I ) e EXIST + 5 GAIN. I .. .. . - ROCK, Existing Building e :A Item Factor # or Gars/•` 14 /, Area `• /I 8 ­.' ' 7 51111E 4' t Y/ Guestrooms 1/1 455 455 V Employees 1/3 270 90 Ve Dining Room Seats 1/4 434 109 /> Assembly or Confer - 1/100 2 230 5 ... - . .. :.,\ 4 ence Rooms sq. ft. 22,9�50 V RO K Retail Area 1/300 0) ROC K s q. 330 4 ft. 4u ROCK 2� .*. % .. t .'-. . Diversity Factor 80% 000 fl -176 ile-I Required Parking R 0 709 14 'Z 3. Parkin 2' Anal ys. BUILDING -SETBACK Required by Code 6 Total Required Parking 709• ity Existing Parking 613 LO r 24 Required Increase in Parking 96 X 654 as provided by this plan. Parking Required by Hotel ManagementPARKING SETBACK Existing Parking 613 Proposed Increase in Parking 41 spaces minimum V 0 4. Paved Area (Section 66-33 Hl -I) l.e V.4' �• ° 0 The proposed parking will conform with subparagraphs AI. (l)-(4) of this section. 5. Planting Perimeter planting will not be affected by this proposal. w. Reorientation of the parking lot will disturb existing• •% plantinw g located ithin the present parking lot. New landscaped planting will be provided within proposed LIGHTING STANDA D ONE So WIDE number and species. areas which is equivalent in numb FOUNDATION LOC TION PAINTED LINE 6. Sens WESTCHESTER AVENUE Modification of entrance signs is proposed, but will be accomplished under separate contractDetails will be furnished as a separate submission. 7. Exterior Lighting _0 tv Reorientation of the parking lot will disturb existing lighting, which will be relocated to conform with proposed layout. Illumination of the new parking area 4ill, be equivalent to that which currently exists and the affect of lighting on adjacent property will not vary. 8. Restriping This plan proposes to standardize all parking stalls to the layout and dimensions of the 900 Bay Parking Layout shown on this plan. 240 Additional parking needed to meet code requirements will be installed as part of a future project currently in the planning phase. PAINTED L�NES-/ go*""OUT OAT PAR KINu STALL LAO 10'- d* li PROP C8 8) 69 EXISTIi + 19 GAIN H HANDICAPPED PARKING C 0 - OF AMERICA TWO PENNSYLVANIA PLAZA !ARKING LOT EXPANSION THE RYE TOWN HILTON tickkl STAGE ONE IMPROVEMENT .,... .. .. � "" - _. _.., ... ._ - ..,_ i i E c 1 i i. i .:. }:- e : .. .. .. - � .. ,, G � 1 I i 1 1 G G WIDE DOORWAY 6 O" Wtt)E DOORWAY to' -O4' WIDe DCOR.i6�(AY UMTS -CAPACITY 350 I ` 3UUiT3 - CAA sco i2kd3 OCCUPAtiACIry 8m 9 r6 'x/ ZOw- Ltx' 148 OCCUPANT® 24, 247OCGUPAe3Tfo 1$ L a ! I 000 SQJ FT -100 13 peasows { i PAW � � X65 sCi• FT' #�CCi2� � 9aR��wR 9 PCRBOtJ& 'rj, � 9tsQL „e corzr2,aaR2 Net. i -o, rl r�lscr,�.G aoa{� 9oc7 � i-t3u.s. i M�1 1 T r e { aN�s�sz" 27 29x aNU--roz e{ 9t� ? f e .d R a- - - - - 1.500 `aQ..f7 +{o so mgpzlews 1 E'.,E,.: ? If i s {{ A, % s 1 # r 88 a $O A , IV, Q� t _$705i,,Fr. X10 47pen-toms �- r 140 140 �# 2 k o 80 PERSON$ 800 5p. PT la _ eo pes�oNs NEW ADDITION 1 80DSq.pY -i`R # AS5EMBLY OCCURAMCY A TOTAL WUMeeQ OF OCCUPAMT5 1379 y i 470 54. FT t lU = 47 PER50N5 NC EXTEM r 3 a y 1 t H SOiAL GAF��KY O MX i 102 S o--° *. " Maar g ?' MAxit�UM T.RAVirL PROM `%dOCIiNS o' d A N a U S T H A G i._ T TO EXTF1;2 4OR OF QUILLING 105 FT- ! so 80 i� 47O 50. PT + 0 = 4T i3ER5R51 is 9-i TOTAL, BANQUET HALL O(ZCUPAt-4CY � 360 � `aQ•FT = IO '60 PeRSON$ � s 8C0 SQ Pt r t0 o SO St �/ 1x __ <. _--r•-i -- NUMBE2 OF SXtTS Fi7AMUET HALL 14 t � � � 2' -6`-t3° WIDB DOC3RWAY5 u •! B f CCAFx�ITYOFEXrTS FRom J5*4QUFTHALL. 4WD) r G L ! :i > 6 UWiT`i 'CAPACITY 6OC> a V _ _ _. __ ___ _ __ __ _ 4 t 495_ OCCUPANYS - 1 o t� i __ . .._,_- .�___ _ _ — -- --- _..� .MAXIMUM 7'RAVEI. ltat RCIfriM TO _:._ __ r t -' .co ..,14 '� � W REST DCXJF2 4�1 �i 47 'I CALL D=WA`C6 FROM 1 -brit.. ARIr G`O" WfPE - 1. ( 3 UNITS OR CAPACITY OF 500 PeRsowe) f 1 O f 4'7054.FT+10=47PERSON6 17 � _ m t R30O e4s. FT y Ro = 80 PERSOht9 `s 2400 El?. FT. a 10 + 240 PER5 2400 SQ. FT y to = ?AO PERSO! iS 800 S4, FT. 10 = 9G> PBRS:hlS RA b7P UP 1' {3 SOO I - _,—_�... C% #o'er t2'•O. items" t'h 8" .. ! . .{ f p S 1 a'2x' i 10016 q 34 u t01C - --�� t 7 o_� y'y_..l ! i 102 FEE ` MAxiMUM TRAVEL... _ 78 FEET MAximu 1 TuAVEi: - i {( i -rt ^� -# �.�. ! } f i ',✓ �, ,±, t4� as• Plc' A46�GNB:.Y L,05MY "A=fY`W67E ll-O�WIDEI37AIWJ',1Y II rT'r � i"�? ii FI, f25.d !Y85T, : sou' t22•H` ( _ :9x2. Vi+il'P5.'� 6 UNiTb ,J N ' < E' _..___.._.- ! Oplf _ UP t 2t) j , « , CAR4CtTY2Ciy CAPACAT 600 { f m , i4 $WIDE .'irAtR io, O" WIDE AY t _ i Rb C7 W1DE DOORWAY l y , """'- i1 E u U*RW 1 5B2OCCUFA 492AGCt�FA4NTS 3UNhS-CAPhLtTY 300 _ NtTS L!' ¢ UU{tS 1$2 j 293OCCUPAWS FNGiTY-t90rJ F APACiTY t r �4 -r , ,iF+�•M+'S 0c yT+�M 7 o' _ ? A _, --. r I vJO1.R�'+, 3CtV'D62 ( I r _KK-A..�.. GN6Gic. ROY4Ek _ - --- --__'- 2.14 ` a - - ,^-�...II• II � .�. �{ __ �Y _ L i i � f 1 � GA{u:� �. � LJ� �I 1. K NCAA y _ UOPBt2 Ai2T EXi5TS6 i 'BAh faU T HAc.V w0 or-$X{&T;ijr, EXt'STt>G 6An 4i3T CAgD6i � _ j , t Y _. � h _ sx15Tt� & +d[Tln 2oa z u r� i r ❑ � 6xseT;tiv6 mxT�A vxAtrEa#� _ i.` ' `t SK:$Ti{ti _ 11191.. if O;.LL•:" !1 i - -_ " ---- _ t , I � _ _ .--------- 'T __. __. u r� - Ai ' EXIT9(J}.iJ t 13 224 224 -8�,-3� _ 11 9' # f'7%6 YS•g f{1=g` i '�i2/q /70 2t:. a.. # ..._ 27, r'. 3�."$_2 PSIR MTS. F 1', M. RttxutoR+: DATE: 41 i -( g A'J^i ; t�uPv I Q6x t2 ;5-C 3'�P8 n 5TA112WAY .2 . r-v4cLo5uRF- 200 CAPACITY 5 OCCUPANTS o V E4�o --sp 1-m- ino w fvT. 500 = 5 PF-12SOws m C4 25 ---- ---------Hi EX slr­:� V.A-- 0 I 5 LOC45:2 ay., SW 50 -FT 15 ST pe4zSOM5! Q L2 PE125ous LST AZtA 0 0 12AS' V 4 1 _-AS- M2 F_r 12es, PF 2W. 4 300 4 PF-1260WAS _1200W 2V WO GO.Fr r T 7 T T BANOL) PERDOW j 950 So, FTI - 300 -- ---- — tO'=WA� Jo/ 94- OCCUPANT5111 CAPACITY WO' A �41W 7"Tr Soo 5Q FT 1W I Soo 50. F -T, - 15 -4 53 Pe250N5 -5peRsoms 4, �6LA5 DEP;REZslQm` -Z 4DOORWAY TO G2AtJF_ 55 CAPXITY WO ekh// I 000 4Q, r -T, + 500 T PE25OW 1195 OCCUPANTS 'W - _J T _0 - �Nl U11 ANQ 7 22 i ` zs;;Iz v� PUCcGMAS t.6 6 F'Olop f B,G, r -La co�Tlzo,__-5211 o=�;ce r L 4 PE$rZ501,15 p r I smrsom n� a5,, a 59O $Wrt + 800, 2 PeRSOMS' Wo 50. FT 300A� PEQ15OW5 MAXIMUM TQA\tr=L 155 FEET E3 fa- > all MIZOWIT L t;AF�,CIT Y 3M 1200 40.1-T - BUD = 4p?;CW5 173=uF=ji 3205G ,.:c300- IPE ON _J i 15 � -, �,5 W'� 7, r- >:2A.2 New 5501 2A C17Z7 it 2 psp;OWlebp J 5A,& Q V,,- Z 7/ 4, — - — ------------ i4--- S)c v,'b- 1-04 ,em 4-- ----- - - - --------------- 21 - -0*' �7 - L ifi,_ 0" -0 :2,0' Z7'- C' 5 I>er /7s 76 74� No REVISION WILLIAM B. TA6LER ARCHITECTS 401-415 SEVENTH AVE. NEW YORK, NX, 10001 TFL s212IS63.6960 CABtEITABARCH TEL M 224903 DATE, 7—, SCAtf, 7 JOB NO r FTI 9-14", IIEZ-1 I is tt 5 5:7 AF, F- 4 L 0 VVF-2 DU PtF-X LE:VFI- E L,E V. ;0L,-0' WITH FOLL tATH S'5r "" N. REVISION: A 1 1 REVISION: ZRY;:, -TOWN WILLIAM B. TABLER ARCHITECTS 401-415 SEVENTH AVE. NEW YORK, My, 10001 TFL: (2121563-6%0 CARCTABARCH TELEX: 224903 DATE! Nov. 4,11115 SCALE: Y6' 1'- 0' PA --- - 408 NO: 4r- 41 L)olrs -24 5 S kclwrAcft� ALP MAU 15 LAW - r FTI 9-14", IIEZ-1 I is tt 5 5:7 AF, F- 4 L 0 VVF-2 DU PtF-X LE:VFI- E L,E V. ;0L,-0' WITH FOLL tATH S'5r "" N. REVISION: A 1 1 REVISION: ZRY;:, -TOWN WILLIAM B. TABLER ARCHITECTS 401-415 SEVENTH AVE. NEW YORK, My, 10001 TFL: (2121563-6%0 CARCTABARCH TELEX: 224903 DATE! Nov. 4,11115 SCALE: Y6' 1'- 0' PA --- - 408 NO: 1 1 1 r �/c 7 i L 4 -NR 15WJ-OQREt 2 — Tt�Rb; Ner-u 00 E "T/G- r,. b1NBN leM f S veF i tR too sw FT v Z R tNTERdOht ` 1 4 f }R, Etc taet`, 1 DdaRty t Nt51'U } '5° 1. ,W- { G4P+'M aG-c M4x. t f i f — t � \fl i i MJLThFL,'fllx?&E PAiZIiFR. �� 1 - PlP 7•�72 KING _._ ef:TAl�tlH� sau--�r S lit CD f �N6RPrL. 1`ei`7'dS lEae REYtSION: DATE: Nf�tI ?:11.Tt7Cl _f 171901 WILLIAM B. TABLER ARCHITECTS 4M-415 SEVENTH AVE. NEW You, NY.., 1000, TEt:im)563-ON CAUCTAIARCH ULM 224909 EE 3 DATE: Nov. 4 j v/5 j'} SCALE: /et" -1-'0" PA « 1 0 SOB Not "W40FL xocm** Mepu w LAbot, N'". Z RR, lKlIERICK + 4;R, WI.TMOk Zo,;,Ft,6- 95FU isL"W, 1/elm in 1 21� 2 MAX, 7 11!1'14°N NM Fc i61. I ou-up. 2_ L"E PARL-lkg ' I -- Foo -ea Pr, 01:CAIr. S AR., x"WNotr- 4 4e, LAC;brlift *F- 10 TbL '75- q MULTf-PL,"DSE PAPLOR 6' D 825 t� ty--- � tj: --- a —