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'® CHECKED BY: 9�w5w, 5 t Imo1 4070-1-1 HPlEAl� GP,A-rIN6o---- -1-1 GNU t N1 io FIA + I N5U W MSM WAN F_ F_ 4 IMPFAI A -r -AL 4 NoT�', PIN �-Nt ION!5� API�- rl�,OM -fop 4IX 41A -��,VATION I5-5F_� 7U�35 FIN15H�P "Z:"P -7 141TH it y.t 01 4 1 7l it 4 4_1 1H, 4i- T. 1- ---- — ------- I � > rAV X09 hl if -loll AD M t�rl At - HE' A l CON -Z' FI P�ANP L L I NOS', PIMI�1\1510115 P,95 1`9CM FIT , I V U IN51P5 II I-011 5CA��; 2 "1 1, �VA rX �NT�ANC� 5�CTION A� ® A -6 ZZ4 4 it ct' 17 12 7' A�, 4+ CH"�...d AT ------- it AN 5 1N"5 277, T IOuvr 0-1 A IIP.3 y 7 'A ilipzol,6H *"eNw I N!5,ltA-n ON 6f, W. 0 It r -4 t A1,01 7_AW M, CA 'Otf A Pox wrK-1 CX lilt 9T 1,1 N�, IGK AM NCS ON A-3 A��04A�T I NCo I' W 1"1 P�AN ,tT ON li�x N151 VAT 101 P� ON XINT-- T SHEET NUMBER: N CON 01: NSW **, C". PZ CO DMJM 0 S ,LONDON LEEDS/ LARGO• 4-1140 V6. jkS 910 FIN ARCHITECTS & ENGINEERS JOB NUMBER: 10p, %?V ood-04W % DRAWN BY: XC DATE:Mk;\f' AV%L 1709 New York Avenue, N.W. % 9A rwcrwpn Rv: ;go,- 1111 4070 —1 —1 fi' Washington, D.C. 20006 FE TOWN OF RYE, NEW YORK blIAMI-IUKU,•.e.rt.• t I n 4 i i Y FT, r , , L- --J jyp-.t—B jype D A Type i TYPE A I TYPE B TYPE A A B f' A f= Plans on exterior piers 41 r� l �� - • - �ct�t -�iL 2�-c�� ,, i : • i ! ' ��= i E ' � ' � �� 1�� . gym..• �� _� •� nf� Ti..'Q..f.vn,.�1.:T 314 r Aw.. TYPE B TYPE C TYPED r r y .,m t f 3 -tom - A S t ;- c �_ _ t._ c C e • t r ; Kcal lfootingisometric view x �t a T Kcal interior column footing T exterior column 7 i t { t _ YP �., yP 1w1 _ ; ( 1� vfr� x S l t t\ 31100 ,Cr 3 TYPE E TYPE EI it _T -, I f h# i _ TYPE, C _ ` TYPE C I TYPE 8 AIM 12 C? Y%x i— bF'1Cd ' tet✓ � ; � � 1(l' 00 � - .t4 ; i.:; • :FCxtt...ftlt. � � � 1 ( \ 31100 i } — f• t -! - ! B. c C TYPE E TYPE E t i YTYPE 8 P� C I ` YYPE C 1 , I e"f 1.12 tt t A it COLUMN FOURDATION SCHEDULE TYPE FOOTING SIZE _ _ ; STEEL IN FOOTING STEEL IN. PIER TOTAL WOFF Q i 4t t it 4 s - Ga b Ca -d X.p l-+ _PIER _SIZE � t h 4 st + ft x3� x 2-2 UF' 7' ;# EC�1t�Ld,k. Ams, -1C7 - �p } N r ,� r tt �-Y✓ %' 2�^b C7�' + ej,t t tt sem+ tt '7+:./ x+ti x2-2 � �,,� �, / �"" E:.w'.v.-�r"+,W�C t O y GPvrnLt-{WAIA 4- E[' . *ryt tr .°'^'fitg,t ! �..�+ X f ... CG' X d.....CLQ AFP «1...� a{, J -.: C K ' ^ rG.:. t.r : �r�,�,�. e, WVC..'�SAW4-t- � V14 Tir+>;, Vt >t�s.at;awr w�+v ve>iv�ty �. tet, A U T[� U. sc _ tf .. 2 Buildings'Al,A2,A3.� N A ' N L YOUT 3 r5 Is C> 00 _00 E i Lef-2'*% DIAGOWAL BRACING 8 BEI41ND Ct1A40EL SECTION . I w18 x70 w18 x 10 _r_ w I8 fi 7d _i AUG . 81 -____---:GtOxrS W14x38 AUG . 81 CHECKED a( - i i i j CIO 15 3 3 1 CiOx15.3 i } I i 1 i CIOx15.3 .� C(0 15,3 - i CtoY,15•13 i i i a f 1. x M C10- 5 3- CIOx15.3 ui ^ a CIOx�i5 3 � _ ( b I 1 ,/_ Cls�x 5.3 X11 I ui CIO 15-3 I 1 o C1p� 15.3 tt> CIO x -is, 3 I tCIO ~``s11 K t5 3 I It ----- CIO X 15.3 it it Ui I I CIO xIs. 3 I 0.10x15,3 �` _ _--� _ jj — —It Iw�o t II ,i i i i I CURB 1- 4 NIGH{ j 1-1-4 l til n t WELD MAiN CoL. TO ExISTIOG . ELEVATION METAL PANEL [�AW 07 METAL MC -141 NG o Y, 70 W18x10 W18x10_ 6 0 11 6 '.n ii C 10 A 15.3 { ALL BRACING ARE - — 5 t* o- W 10 X Il PURLINS If L2''x2"xfrl y of If ALL 13RACISSG ARE p" L22,Ix3 II I 8 I r 6 z�c 'd if 00 s M x }. TnuIT -\ it \ 1 / . L It 2/c 3X5 6 6 > 72X1 6 6 1 ca i $IrHIG>1 CURS m co iAT 1>00R W18 x '10 N w18 x, 10 'CO. IS ),10 17 1 �5 No.w10xt1 I5N0.wi0 x17 I REACTIONS IN KIPS AT 41-8 If cazs . AT 4, $,I CRS ; j ` MOMENT IW KiP FT . a i,._.i e SCALE. E.T.2.81 0 CIO t. 15. RESTRAIN AT CUR.8 LEVEL ALL HORIZONTAL GIRT fuCLUMNG 'FRAMING AT OPENINGS ARE CIO)", 15•3 � 2 AN. v. AUG . 81 DRAWN W14x38 AUG . 81 CHECKED a( - i - 1 i. i t t I I 1 j 1 i I ! } 1 CiOx15.3 i } I i 1 i i C1ox15.3 .� C(0 15,3 - i CtoY,15•13 i i i a f 1. x M C10- 5 3- CIOx15.3 ui ^ a CIOx�i5 3 � _ ( b I 1 ,/_ Cls�x 5.3 I ui CIO 15-3 I 1 o C1p� 15.3 tt> CIO x -is, 3 I ZYl j I It STRUCT. I LOOK OF PENTHoUSE- ¢ ELEVATION W 14 x tl PURLINS Ll I , 06 ,13 ' CIS 13 It , WZl 38 \ CIOx15.3 1 i— i � i4 It ii ,� i I It i {� I 1 • I L h I Ir 11 C4 13 t C 6 f 13 J i i It I / j —71 1 CIOx•I5.3I I I I I if i II i - i ( i•,, t I iilf jG I I G C x 13 I i y I.. ! - C6 i� i3 CTIA. ' ,} 1 1 } I � 1 i' ii � ;i I r9l {PIPES / i i \, j {, Ct0nI5.3 _.I l ,L... ROOF FRAMING PLAN ;4'-°'' --- -_ RUNGS Ac 5,,_� DETAIL PLAN - I,p3tl Cto' 15.3 3 ` I 2 I SLOTTED HOLE To NLLOW I• { FOR. VERTICAL MOVEMENT OF °� 10-9 � i1 LADDER DETAIL DETAIL SECTION (S -411 141_ OIl 1bl_ $`! 10 - 5 �1` ,I �^r " i'� IN -f VMEDIATE SUPPORT. SIMILAR 2 iDETPOL FOR VF-ZTICAL GIRT FRAMING . RAG BOLTS . II 8 WIDE CONI _ i , o o CURB , w10 X 33 LO Lp —C_ x .4 HANDRAIL 0 0 0 CIO as 1 U U � DETAIL SECTION 5 5 I^ COOLING i CG 13 CG 13 i i i Il 11� it yi I Ii CG 13 it A I ( 11 li C6x13 iii CGxt3 fil {{ �itlfi � Ili 1{ t / ti D1A. PIPE \f� .Ili /t III ` NOTES I. R,0OF STEEONCIRK DESIGNED FOR •rH& FOLLOWING LOADS := t3EAi? LpAp 1$ 1b�f�2 LIVE~ LOAD40 11b1$fi`� HANGING LIVE LOA'C� 5d 1b /{t2 STEEL ST9,esS Ft� .36 Kips�IC} - ( IQ. UWC110l4 �; �. a�:Aw1NG TO �� REAM IN Ct1 - WITH ARCNITECTUR.AL. DP kWINGS - CIO?" 15.3 2 DETAIL PLAN s5-F,ARCH I? C - 1r N05 LO i Towetz x i x � LADDER NfE _ I U ?(3 51a1 I1 - —' { 11 1 11�� — wlt}X 33� i II �4` Qi _ 94 3-4-14tl ' 31_ 011 8.0 ---- ,.-- _` . I_ _wlo X 49 -� � �.HANDRAIL 11H _. __ _ j6RAT1tJG 1 ' HPIp4� HP I +�" , -; wld x 33 I _ "N DIAGONAL BRACING -- ti - _ 2/ L 2x 2"x 31g , of i i— aM — ALL VERTiOAL INTERMEDIATE SUPPORTS Ii RKE C1Ox i5.6 HUNG FROM ROOF- 8 OOF8 WIDE. CURB BEADS sS ILES-TRAINED gORiZONTALLY I o ALL ROUND . AT CURB LEVEL . { LINE CHANKEL u 31i SIl i Hf 10)(4S HPtax42 wioy-49 1 2-a 9-5 3-64- 4 2 FLOOR PLAN i N � r.i '•O � D1A PrPES „ , _ 15�0/ I , SWIM _ Tn of: 14 -�I STRUCT. FLOOR, ` +( *+�® G. ®fid OF FENTROUSE e ® �+ o• l o IM: "U taa SECTION 7 SECTION .A ••• �� • *6.0 35ANV 441; R•E Y I S# 0 N S ENGINEER ARCHITECT ; CONSECO DMJM/ C AUG. $1 RE -DRAWN ROYAL EXECUTIVE PARK Engineering Architecture Project Management EDNSEC0 0 M J M g TOWN OF RYE, NEW YORK 1109 NEW of Ii AVE. NW 4 MANCHESTER SQUARE LONDON W1A 1AU WASHINGTON OC 20007 G, A. OF PENTHOUSE ROOF DESIGNED AN. v. AUG . 81 DRAWN P• t<. AUG . 81 CHECKED SCALE %g ti4 ` I` TO I E o' DRAWING 5129/2c NO. 13 . MIfAJtItM11"U.1,10 �aou� G. A. 2�a � 3�a FLOOR LEVEL.shiee�.2.of� f I i i i 4 w� q � 1241 3 w. „ SCALE. Efi 2 8 t .. _s ° * / ' T P 2b ! | | | | ! i � `` |' `,TYPUu- Xyk/`—/ - ^ | T P 2b ! | | | | ! i � `` |' `,TYPUu- Xyk/`—/ - L7 e,. I 2Lp r �►-m� i. "^�:.-'+�a�9w. -- 4; '.'.ice c ' s .i. � � g. 3 " MIS' I. ..� �w • wip s. r xx . LKLS 2 3 TE NON PLACING PLA N s heet 1 of ... w �...._. LAD F LAJ a ?, x a L a c,' rh L7 e,. I 2Lp r �►-m� i. "^�:.-'+�a�9w. -- 4; '.'.ice c ' s .i. � � g. 3 " MIS' I. ..� �w • wip s. r xx . LKLS 2 3 TE NON PLACING PLA N s heet 1 of F �p w am 0 :ZU A U E 0. i 0 a In Irr IIIIIIIIIIIIIIIIIIIIIIfi IIIIItIIIIIVW Ty II14 IIIIIIi yy 777 IIIIIIIjot sr ii IIIIIIIIIIIIlz rr 42 '42 IIIIII IIIIIIIIIIIIIIIIIIIII177 , FROM SLA :,,;S#f ft 1: cw IIIL7 IIIIIItIItIo il iil� I777 - C� 00 C14 A 7 10" A- 0 C 2 8,- o' n 0. Ar Ar 15'y /8 A 3 2 2$ - 0, 28- 0' 2 ---2 0, 1 10 72 2 lie 4,X 6-1 at,2 O.C. - 1FJ"19At*-- SMESSIW END (SHOWN) Lujr-- 11 t1 OR 06'A D ENV Or relvlpaly ri.�X 2E 21MMI& CC), -A % 0D x -J 20 2. +4.- - typica I section at all stab ed' 9 e 77 t2 v -ry t,,TYPICAL DETAIL — 4-0, 10'-0 6z 7' 7!011 TYPICAL DETAIL AT EXTERIOR CORNER COLUMNS (4 TOTAL) ME zl- -:� ---- --- -T ----------- -A� A7 t Oft POURSTRIP y POURSTRIP 31`3# 1-1O 6F uc Y� -MA SARS Igor 0 Ar aye w rc %# 5 A /1. TYPICAL DETAIL AT TYPICAL DETAIL AT "1.6 EXTERIOR mom Cts tom) (9 TOTAL) 3*' INTERIOR COLUMNS TERIOR COLUMNS A.- (15 TOTAL) AI, 77= TYPical section thro. Tl� -7 "�++,c'22 yJ� 2-#5x7 u*�vKOpours trip. 41P AZZ2L x 7 r loo 11A7" I/ AT /01,1 -t--jo, ,9 4715 A7- 15_ /* 4 —44— ON CRIVTRES 9WWAI. .7E F - A7 150 Af AT rt3 ri 47'15r 16 4,r /0j frA71 7- 10�f 120 #r xe1 6 ZW C-ONM5S Slila.WN. $4r,e 9-OC770NI-1. FOR CONTINUATION SEE ORG. N9 5129A. #1 NO UNFRAI NOTES 1. CONCRETE TO ATTAIN A MINIMUM CRUSHING STRENGTH, OF, 4000 P. S. 1. AT 28 DAYS. 2. MINIMUM YIELD STRENGTH, OF REINFORCEMENT 3 CONCRETE COVER TO BE 1 G. READ THIS DRAWING IN CONJUNCT11H WITH OWING OS11110#81% I , 1 or- NSjv*41#. 401 %, 4� • ' 7�% O.PO-. 'Don o cem on y ria n, ot slau snowina aea einT eni I -Ak -0 if r. ion for plan on, tendon arrangement see d rg. o. 51291/,� •� � o $ E06,111EE8 ARMTELT .4 CONSECO/OvA 1709 NEW YORK, AVE. NW I I 14 c i LAj I cn; a s O # M II { 0 U-1 Q t P� 0. 0 I In f-7 K, W 110 0 so No 'oo 140 OD oF L.L. LLJ LAJ LA A- �� tty ±aA n SCALE E T.2,81 4D Pt an on elevator shaft stab F F 6 H 01 4-- - - ---- ----- 1 + - j I cwoutlets. rxoutlets'-, K! -1 -E, 4. Vex stat r I '? I - Leirzi- U, + rm.outtet w DUtlQtS,-"** - - - - - ------------- tF-4— it t -L—J dour istro Ice -0 roof plan level 4. �c'�� MOTE slab B"constant depth thrubut V�c Cyr- ly G. 0;� Roof (Level 4) Core Layout 0 0: Z uui Showing Ho es Through Slab 0 °;i®51 1 R E V I S 10 N S ENGINEER ARICNITECT Ho -r-- .2 CONSECO/DMJM 1709 NEW YORK AVE.; NW VVAanlRb I X U. to. 20007 C IM J ?A Engineering Architeeturo Project Management �4 MANCIIESTER SQUARE LONDON , W1A 1A 7- 041. F - ii A �K n 4D Pt an on elevator shaft stab F F 6 H 01 4-- - - ---- ----- 1 + - j I cwoutlets. rxoutlets'-, K! -1 -E, 4. Vex stat r I '? I - Leirzi- U, + rm.outtet w DUtlQtS,-"** - - - - - ------------- tF-4— it t -L—J dour istro Ice -0 roof plan level 4. �c'�� MOTE slab B"constant depth thrubut V�c Cyr- ly G. 0;� Roof (Level 4) Core Layout 0 0: Z uui Showing Ho es Through Slab 0 °;i®51 1 R E V I S 10 N S ENGINEER ARICNITECT Ho -r-- .2 CONSECO/DMJM 1709 NEW YORK AVE.; NW VVAanlRb I X U. to. 20007 C IM J ?A Engineering Architeeturo Project Management �4 MANCIIESTER SQUARE LONDON , W1A 1A 0. m SCALE E T 2 81 R N M SCA1 F 9: T � Al SWUM L3 E� F T--) IWO" 11 L—t 14 if i L-T- ��,.r }_ t y p c a l canopy cotumn, footing. 1Z total No: 00 f. 4/ 't foundation plan fo canopy. f o r notes applicable to column footings refer 0RWG%N6:5129 "645V -Ac, — z — z LT ;a —A Tc, RE VISIONS ENGINEER / ARCHITECT, CONSECO/OPJM 1709 NEW YORK AVE. NW WASHINGTON O. C. 20007 A?1&7 A- 01- /;FAF. column schedute . 4 NOTES COLUMN FOOTING STEEL 1 m *1 In yield strength of reinforcement in foundations STEEL IN FOOTING. STEEL IN PIER. 60000P.s.i unless noted otherwise. 2. concrete to attain a minimum crushing strength T 4ff, g of 3000 ps.1 at 28days. 3 for details of casing to columns and steelwork to canop roof refer d r vi g NO: *-Y7161W.1 .1�11 W4 K 1;/, �5111 f4 H/ J t" ocal b plate. A- Cie Z/ A, L r -f ROYAL EXECUTIVE PARK JOWN OF RYE, NEW YORK REFUSE ENCLOSURE SLAB' CONSECO / D M J M Engineering Architecture Project Management MANCHESTER SQUARE LONDON WIA 1AU �l t 7 SCA1 F 9: T � Al SWUM L3 E� F T--) IWO" 11 L—t 14 if i L-T- ��,.r }_ t y p c a l canopy cotumn, footing. 1Z total No: 00 f. 4/ 't foundation plan fo canopy. f o r notes applicable to column footings refer 0RWG%N6:5129 "645V -Ac, — z — z LT ;a —A Tc, RE VISIONS ENGINEER / ARCHITECT, CONSECO/OPJM 1709 NEW YORK AVE. NW WASHINGTON O. C. 20007 A?1&7 A- 01- /;FAF. column schedute . 4 NOTES COLUMN FOOTING STEEL 1 m *1 In yield strength of reinforcement in foundations STEEL IN FOOTING. STEEL IN PIER. 60000P.s.i unless noted otherwise. 2. concrete to attain a minimum crushing strength T 4ff, g of 3000 ps.1 at 28days. 3 for details of casing to columns and steelwork to canop roof refer d r vi g NO: *-Y7161W.1 .1�11 W4 K 1;/, �5111 f4 H/ J t" ocal b plate. A- Cie Z/ A, L r -f ROYAL EXECUTIVE PARK JOWN OF RYE, NEW YORK REFUSE ENCLOSURE SLAB' CONSECO / D M J M Engineering Architecture Project Management MANCHESTER SQUARE LONDON WIA 1AU �l t 0110 14 -t-4- :z- t ---tl '�r SCA1 F 9: T � Al SWUM L3 E� F T--) IWO" 11 L—t 14 if i L-T- ��,.r }_ t y p c a l canopy cotumn, footing. 1Z total No: 00 f. 4/ 't foundation plan fo canopy. f o r notes applicable to column footings refer 0RWG%N6:5129 "645V -Ac, — z — z LT ;a —A Tc, RE VISIONS ENGINEER / ARCHITECT, CONSECO/OPJM 1709 NEW YORK AVE. NW WASHINGTON O. C. 20007 A?1&7 A- 01- /;FAF. column schedute . 4 NOTES COLUMN FOOTING STEEL 1 m *1 In yield strength of reinforcement in foundations STEEL IN FOOTING. STEEL IN PIER. 60000P.s.i unless noted otherwise. 2. concrete to attain a minimum crushing strength T 4ff, g of 3000 ps.1 at 28days. 3 for details of casing to columns and steelwork to canop roof refer d r vi g NO: *-Y7161W.1 .1�11 W4 K 1;/, �5111 f4 H/ J t" ocal b plate. A- Cie Z/ A, L r -f ROYAL EXECUTIVE PARK JOWN OF RYE, NEW YORK REFUSE ENCLOSURE SLAB' CONSECO / D M J M Engineering Architecture Project Management MANCHESTER SQUARE LONDON WIA 1AU SCALE OIIAWNII 5 12 9J]A No. 01 /19. �l t SCALE OIIAWNII 5 12 9J]A No. 01 /19. a T I W M, n Tp CeMpeiti-V RAT 2 SLAL", Pa0lan level I stab avj.*Sp' -chain line indicates eneral stab level --314.00 -7 a 0 ENGINEER / AICNITECT CONSECO/DMJM 1709 NEW YORK AVE. NW WASHINGTON 0. C. 20007 ROYAL EXECUTIVE PARK TOWN OF RYE, NEW YORK LEVEL 1. Stab details to entrances and lobbies, "® of 1qC-w J: 4 6. • 4A 35 CONSECO DM J Engineering Architecture Project Management 4 MANCHESTER SQUARE LONDON W1A 1AU SCALE Yzu Ajz Ye" -1;D t Q�J' 512J/ 20 A M F T 7 91 2 nd, f loor ,��--- L 1st. f v ,4 t> FA,4*--EX> st,Qt:, tlz L -,+c Y4° L __J DETAIL AT 2nd 3 rd f loors typical exterior column detail ENGINEER / ARCHITECT CONSECO/DMJM ' 1109 NEW YORK AVE. NW WASHINGTON 0. } t0 4 5 fordetailsofal flo1r. column clad In, and recast unit finishes see di I n'9 407 -1 -1 A9 ROYAL EXECUTIVE PARK TOWN OF RYE, NEW YORK 'Exterior columns — precast unit support steelwork i P'PO of 0 1 1 , 4 40 o CIO 350* 1 000 ESS 4It $41 r CONSEPtoli"O / D M J M-1 Engineering Architecture Project Management 4 MANCHESTER SQUARE LONDON, W1A 1AU ALE I zvr 5129/21 E q JAIL ALE I zvr 5129/21 14� N B c cl-I G H _T� A I HEAT PUMPS 4 HEAT* PUMPS (4) TYPE C - 5L06i, A- I RISERS S3 R 3, TYPE C - 5L06m. A-1 SEE DETAILb ON RISERS 52 R 2 - TYPE A - 51-9a, A- 2 TYPE A - 8LV64.,A-2 SEE L)ETAIL��_ON. __m,_1 DWGT� TY RE A - 13 LV4, A - 3 - TYPE A -,5LQ6j- A-3 8.Et4 T A",,S77EEL PLA77E SIOLr- 2 H PW5 H F'VV R "m 2, DRAIN ED - -FO PRECA15T WAILL01a' �RUN04,/7- PIPIIV(; FROM KATE7 RIGiID'INSULA*rt0N /14 4 MAW H EAT PUMPS (2) 7719,CADF-4) �IROP. HE Ump TYPE C A -I 12X 8 12X 8j 10 x 8 44 x 8 1 14 X 12 x 8 LOCATION TYPE A - BLDG. A-2 0 HEAT PUMPS Pum -1,C# A4A HEAT PS (4) TYPE A - 5LOG A-5 CA P 61 I/V Hpws�_, TYPE A SLDG� A- I TYPE C BLDCi. A- I HPWRI— j 14x 8 8 x 8 TYPE 5 SL%,, A- 2 TYPE A 15LDC-f. A- 2 `--1 8 x 8 10 x TYPE 6 BLDG, A41' TYPE A- A-3 4 ------ HEAT PUMP (1) TYPE C BL%. A -I 16X8 ro x 8 TY P E C SLOG, A, 2 8 X8 41e�_ COLUMN TY PE C BLOCi, A 3 L d 2 0 x 8 Y GROUTI 211 ULATION, I INS 20x 7 6X8 L Q) > AW U"9 70 AWU!- I? 4x8 PIPING DETAILS 4�\'18x 8 4 --4 6 "Y SCAL E I If - 0 Z KW-27,rV 8 X NOTE PtPING ARRANGEMENT FOR 2 NQ RUN PIPE TO CONNECT 3 RD FLR. ARE SIMILAR RE,5T IbTORM TO NEA ;14 x P-4 G, D,, DRAIN PIPE 1,SO r_FM Ek NECK X8 14.-wAy-THROW P41MF'C0N.D- 13 WEA7 '7- -A-T PEND. WA ZR 11/2 HPWS, H?WR PRAIN ?Ox8 -2 PIPIN(� 54OWN OFFSET FOR CL4,RITY RUN HORII-PIP x HEAT PUMPS AS SHOWN ON !�)ETAIL No. I HEAT PUMPS (12) ac- 21 T`Y0E A SILOC-f. A -I .1 wow— __7 t TYPE C- 5LDG, A- 2 TYPE C If- I SLOG� A �'51_ DGr, A I ll J TYPE A SLDG� A-3 TYPE C TYPE A - 5LPG A .3 Z","P,5 W PR Wj 4? "W. //,P� U FOR CONT SEE 4 8 7-0, 3A,0_FZ_., RISERS 6 4 R4' DWG, M-4 LJ k Lf 1ROL "I-11-7RWj ?,""W VW�V'7?) 1,42 5EE DETAILS ON r co -J, 0 I? AID,' r4 OOR., 7A14.. L IFACE OF co X FOR ONT. 5 EL 7 X A Dw M-4 Li ------- 7 tn 4 2 'TO 4C - 5 22x8 (4�`H ND 'COLUMN DETAIL 2 F L R-.' (511 01010 (5 2 I'b HPWS RPWR SCALE: 11/2" 0 (TYPI CALI liAND 22x8 S.A "'k (TYP) Q R A 114 00 h FOR CONT, SEE DWG, M-4- �(Z`542'A'C. 5ZIP?ZY PLO x'/,O "A, C, &1Pj'X.,Y X CAP RISERS SI 4 RI L11WI?E 7-Z1VAN`T'-----4 -ZAPPED A -OR F41TURE HPWS HPWR 4 x 8 L Y04,17- ...... TENANT 4AYOV7, 5EE PETAILS� bN (TYPICAL) .. ..... i! �1 'THIS VVq, r V490RAIN (TYR) L 2 0 x 8 70 4C- 10 6X8 r % 7qHPW �HPWR 22 x 8 SA, (TYPICA FOR CONT, Dt� SEE DWG, M lyf"DRAIN (TYR) x 8 1/4 HPW5 H,,PWR W 1YEA T P�UA4P 0, 18X 8 (TYPICAL) WrR, #ZA,049 4 W1 10AMU-11 �VAIVZO�,6444) ZIN17 -MAWU-10 VRAIrq (T y P.) GX8 4x 20 x 18 x 7 HPW!5 HPWR �z ONVElysof 7 �5 HDR, (TYPICAL EDR_A'�/N, Ll 77 x 8 ro x 'PRA.I)q 77/V6/40 11 r-:" 8 x 8 5�e 0 7- W1 7 N PRAIN (7YP) j__M1ZTAL_ CAP.' HEAT PUMPS (4) V C, H A P HEAT PUMPS UMPS (2 1 , 5LV0 � A - I TYPE A L TYPE A'-, 5LOCT, A I TYPE C- i�L04� A - I b - TYPE C SLO(�,, A - 2 - 1z SLDq. A -Z -T -4, TYPE 5 TYPE C 51 -DO, A 3 YPF_ C - bLV6, A - 2 18 x 8 lox 8 TYPE C 5 L OG,, A-3 14 x 8 TYt"'E 'A - E�LVI*j, A - 3 P j RISERS -5 S R RISER5' S 4; R COND, D)RAIN, )c7012,..',CfiA SS IS S�ER VI 12x8 12X8 —lox 8 -5-,E,F- -PETAILS 0 �j 14X8 14x 8 12X87 7 'RCA40VAL, .7 D VNIT CAP -EA C-H c 6 /V D elysER - S. -5�/& "o "o, cap M -A I IN, 10,ER 7-448IN6�. �,01?A/N "l, D� PM -f 7 IC 4 H AT PUMPS- TYPE i�� 5�'A-I TION DETAIL (4) -HEAT PUMPS *Type A - e)LPCr, A -I f A T TYPE C A - 2 TYPE C - 15LD(:� I A _'2 /VO 5,-r A 1� E TYPE C. 13LOGr, A - .3 TYPE C -,$LCX�- A, Of N SHEET NUMBER: G 0 A�' 11'6" FIRST FLOOR PLAN LONDON & LEEDS/LARGO CO'NSECO DMJM A I RCHITECTS & ENGINEERS SCALE: 1/8' 1 - 0" JOB NUMBER DRAWN By: AT G DATE: MAY 18,1981 1709 New York Avenue, N.W. 5 87L Washington, D.C. 20006 CHIECKED BY: G. R, REVISED:SEPIT. 4.1981 4070 -1 1, TO WWV N OF RYEq NE W YORK STA*MFORD, CONNECTICUT., UG D TYPE A 5LI T PF _f 5Lr Y 1 40 s w ; • D Di rL N,0« D,F UNITS, PUMPS Pi'{ ,r�,+� h d CONN, HEAT PUMP S 4i � � � � 3j/4€ R�sE�s �� , HEAT PuM Ps 4 . ONDENS��2 -rr�� c-i3LD?fa. q_1 �� (. � � yy. TYPE 1REr SEE PETAIL5 _ I � 1 1 Y E A- i3L �-2 ' OF � _ � RISERS 52 R2 TYPE Fs gLpeI. A-1 TYPE S - i.t?C,. ,4- 3 SEE DE.TA IL.S TYPE A SLDy. q - _ , . "I. . m _ _ �,. � _ _ ,�„ , ,. r _ .. ,P �sF 11�+ I1 :: TE G : 01. Iv1 � T o jp ..? t _.., 71 ` o t N. lCH H HEA T P U 8R m A M—Al N -1_1111111-11-11---l---- ` SAT PU M Ps { a 2) PE IS IZE 56 H E D11 L E Z12.$ 14x8 16X6 ; � � � TYPE C- � � TYPE c- 13LD� ,A-2 —1 x 14x8 1 HEAT Pumps z t � ) � HEAT PU IN PS �) � ` l TYPE G - �, P, ?� t _ ,- TYPE A 8L _ 1 _ >' Y la A A _ . r a . e i 10x8 r � TYPE. �. - 13LPCI. - � ..1. _ r - , • - - f ... -...� , . � r t 1 s t 77 � p• 1L a 1 ; i _ . 2 8 8x8 _ 1I _ L .Y_ 1�>LJC77., . __ .____ � M�XI.�L,t� ,.� _. i r , 22x8 QX 8 Td duU- - a '70 AMU- I ` G 8 } = dX8 a ; 4x8 x$ i f f �1G1'r" , A F ? p TAI, VLE- PER' .. s , V 4- 14EAT PPM P5 (Iz� F ° � x 8 HEAT PVM PS'(Iz)E, TYPE G-iLp a- ! -t'oc _ L CEILING DIFFUSER USE ' -4 TYPE + t -PCS, A ! IN LIEU OF TYPF- G-p.�l p , A�- 2 ? -,To PE _ PERIMETER AIR HANDLING LIGHT TY B 3LD 24 X8 .�, TRUFFERS T M A - � L Di A - 3 _ .r_. _. _ A , FOR CONT: I ; , 3 ; , tv TYKE Fat- G -D, 3 3 X a SEE D W tom" �r M — o iw 6- RICJ r'[ c, ✓ +-- k s t f i , , ` E E DET I L_ I / ` h _fLl TVjRt . 7"'�'*41117- rE�Y W - � �� • `f6IL s � PrP J 5. 1 w s F ¢ ! ��`7"" o , .T"A K ' , E t � 24 X .,Q,FOR CONT TCS AG s y EEDIAIG , u , , I 2 8 S, A. 0LiCT I 4 X I ' r FOR (Ni'. Q x 5EE _ WCC. M _ S D ' t t. I E RI R � I 1 SEE PtTAI L. J " Ll } IJ GX __ _ -► CAF'J�'' A F! �'` e LJ TU tom' F_ r.X cT sum' y I Ir AIR i "tC3 CZOIJ I +. 10AC-2-.--(o ' L Exies G ` , N t 1 T CC+N)w� G ri+CSN WITH �ti = Vc�t_ t: hAN dK4p E ( 11J C?UCT-rAKE-0 fix$cm �t IAF. t k X , "TCS QW U • 3 4 X $ !�, X $ � j .,c.` �Q X I 3 I� 2.2CIO X 2X83 r 20 x ,-,-- 8 8X$ 20 X$ , c, P ",END5 OF MAINS I 8X8 _ HEAT I'�U IVI p S NE14T PUM@5 C?} HEAT PUMPS 2) 14 TYPE A - I3LPc-t°A-1 7y PE sL ,. A- i -- I _ _ TYPE C BLDq. A - 1 TYPE. BL I CI. A 2 TYPE a -� L ray. A - Z � TYPE � - ��.� ;r A - -�,, �',- `.•> . IOX8 18 X8 TYPE -L-3 TYPE. C -- 8L 1>61. A - 3 TYPE -�L17 A-3 I8x8 10X 12 X8 RISERS S 5 R F t�U�Q?�'ScGQ-r AIR HAl�:.JOLIK)G i x8 18X8 RI SEtis s TRO FF ScR ,�.Nvn a;1p,-> 's aETA1 L. SEE f�ETA1l.5 14 �8 14 X8 _, ,. 12. X8 ;.. i �..! SAPLIE C_ �,� U , 151.E ...... ....._ .._....�. �. � AT PUMPS-. P s o T Y � A � _ � � S �,�,,�. � . TYPE C _ BLP�L A - (4)-HAAT PUMPS TY E 5 - ��. a�. A - t �� rvas TYPE Gl17� A-2 TYPE C - BLP .+ 4 F N . F G. A- , TYPE. G - BL. fa: A 3 • drtyis ' .r.. 1;' F N ®®y SHEET NUM13ER: LONDO'N EEDS/LARGO r CONSECO/DM,JM s THIRD ARCHITECTS & N o ! � � SCALE:, 1I8 1 -'011 3z -TO WWW N OF RYE, NE YORK a 1709 New York Avenue N.W..N r 4�..• . N C, STA U W.� ° '®•°��G :,.® DRAWN BY DATE MAY 18,1981 JAB NUMBER,: l=ORD CONNECTICUT . r Washington, D.C. 20006 0� 9 - rc� '•,'� �,, � �,.® REVISED:SEPT.1,1981 4Q?0-1-1 CHECKED BY: W R Y ` S 0�Y?ft y12 ifs' 044W A'Ao f- ., /2" .. F. F,. D, X N FQ 42X1! R.A. 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P< cowwc.,rjom To F�A,'!J t7 l !p _ t ++ � ,�•S �.S' � lel i�f%� �� 011411 rTW I C V. coNc2 Te P b rxl ;;I&/ l m. ,_.. .._..� ..._�[w/� +__:L9 F S..Y._..:t_`"`!_!...•.._�.....1..._.6.-Rf_. ..._ .�..........G,_� 4. hef..4..aiC_!_]..w.__:,.... `TYPlCk*L PUMP tij : . r e . ee o $Aj . ., SHEET NUMBER:MBERTHiRD 0�CORE • ♦ .. 'LONDON LEEDS/LARGO CONSECO/DMim • a - PENTHOUSE ♦ ,:. ARCHITECTS & ENGINEERS M !;; • w e SCALE: 1/4" It -- 011 YORK 5 sA t•ty�ti�®li�t Q e JOB NUMBER: New York W9•OaDRAWN BY. DATE,MAY 18,1981Avenue, N..TCVN� RYE, NEVV �� NE�� Washington, D.C. 200A6 CHECKED BY: REVISED SEPT1,1981 4070-1-1 .. a ° d _ 121411.1 w000 Wl Four -2 - J, F A N S C IH E D ULE E�T1..ul�>QraTTp UNIT DESIGNATIONF- I F-2 F-3 F-4 _... AIR HANDLING UNIT SCHEDULE ri ap ELECTRICAL. TOILET ROOM I03 PENTHOUSE CaLlZ" 1b�_Al R. � r a AREA SERVED UNIT DESIGNATION \ I ROOMS ROOMS MECHANICAL R `:�• �. l�4�tirs AWU-t THRU AMU -- I2 - PENTHOUSE PENTHOUSE PENTHOtTSE LOCATION ROOF T?_E'"_C-}��JE UNIT TYPE. TRANE, TORRIVENT MECHANICAL RM MECHANICAL R MECHANICAL RM _ _' l:a- �L `A.L._:_I _ LOCATION ROOMS 10692069306 ► j; ; _ -- WISLOtNIG SAWD, 5ECUI IS FAN TYPE POWER ROOF UTILITY power ROOF, PROPELLER------------t:��`TrvC;-I^'T` �' ....._LJ F ,, __ 120,2209320 � W�LIo T� S'2'4crG. , AN WHEEL TYPE a DIAMETER CENTRIFUGAL CENTRIFUGAL CeWTr2I�uG4.L �� r=�•tT' U W -r, 4S Parz coca _�._ v_Rl 1= __ � � It l.._._ w: OPERATING WEIGHT LBS 300DRIVE TYPE BELT BELT BELT __ _� LT 1/4!x e a fr - fCo c�A,. CAP FL+b,S4�•It1l1U W TOTAL AIR CFM _ .:__ _.. 4 x 3 GLIP ,O,i.iG-iLE a ___�_.'_.`T_� _ � I400 3t95 3950 .� 84-�r I �?,_C� �► 1 � u�cuC��t� -ro ��'�.c� r� � • v DESIGN AIR ACROSS CO L, C. F. M 1080 � 'rte +� OF l� i�,1 `~i L1 L, 4► Q cca W , ,,.. -,See u c z .TOTAL STATIC PRESSURE IN OF WATER 3/8 � "" 1" -r' �� a c ENTERING AIR TEMPERATURE 55 X FAN SPEED, RPM 940 450 498 -7:5 rr F D. B. J W. B. t 4" tWi~iULDG2W>A ac ENT./LVG. WATER TEMPERATURE °F --.. , 0 FAN BHP iMAX.i , 283 Q.s2 #.OI ��8_�- I80/I6a l2oc��r�1G 5�e �aQCN, Is - W 9 rr FAN OUTLET VELOCITY FPM { M AX.) -- _.1� r . _s 16 81 2 O 8 0 _�1..0 . _ __ '- w cn a,' FA TIP._, ,...� q TOTAL CAPACITY, B.T.U./HR. T P SPEED F. P. M (MAX.)iMAX� 4065 � $19000 ° Cf�ut�17'EI2FL.ASl� �'dWT------- _ 4 _ __ _ WATER FLOW G. P.M.AX. ,{ , FAN ,MOTOR HP (NON OVERLOAD) #! 3/4 I .5 _ ! 3 _ _ c� : 8 , I 13GL.T TI*I>zu r3aTTCNs u44WCSS» 2007912U C;944QW6L. _ . 3 / 3 _ - W o D �" p OF � Cup .T .�;p�,►� M1r.t.o `rwca . L T Ai�J LiL Q C�WE � \ �# . ! ELECTRICAL SERVICE AVAILABLE .,-.. , .� f �- WATER ESS DROP ACROSS COIL. FT. OF H 0 t20/tQ/60 80/3 /60 430!60/3T_.i?D-.0...,,._fQ _ R PR 0.5 � � TG?PGI-tGar2® Or- JOISTS --------�-=r---- ;.- JOISTS cA.a�C'7�OF"STfirCIG, OPERATING WEIGIHT, LBS. - - cu WE r ,! ('. xw 320 3 2 O 1_(1 Q ?CJ Q 9 4,W L WI la DI,4. �_ _,_._,.... W NUMBER Olt, ROWS 2 ALL 7Wf2I!!Ak0 TS , \ / �i- x 3"x, 3 AWGL.E 2 SIDE S ROOF 0PN {�, REQUIRED IN. X #N. 16/2 XLf �f2 --- ;�.�, X2 . CONNECT IONS2 1/2" (SAME SIDE) WELID TO CWW4W9L5 AWO � COMPANION CURB MODEL No, _ -- - •I I� BOLTS0 L2W09 2. MOTOR MOUNTED DISCONNECT SWITCH; YES -- y - ____ _ _ _ _ S TOTAL AIR C.F.M. _CS _._Y,_E 1080 >3UIL.E12, r--�,� FLA.IJGE Q BIRDSCREEN ___. _ SOL' D r Io I.I . .2345 TWIC14 YES _Y£�__ _ . ___1�T �. _t`J 0 T� -rca ST4G� �xuA,LIST ! . EXTERNAL STATIC PRESS, IN , OF H O O.9 m _ 2 0 FLA A SL4CI4 112OW ST4CY ELECTRICALLY INTERLOCKED WITH - ,.,_, � W��, s��Tc 4TA_ KE L A. ___lJ.Nt 5 �A r<ET-sE-rwE�t.1, z ... - FAN MOTOR H. P. NON OVERLOAD OPERATED -BY , ,q , 314 WGLO ST4CL' "rO PLUGS T STAT IN RM 109 T STAT IN RM 103 �NIT._._TTAT.. _ .. __ .. _ _.- _ : _ _ FA' N MOTOR, SPEED R . P.M. MAX. REMARKS. PENN VENTILATOR TRANE CO. '1647 TRANE CO. � M,E-____.._.�� tYl'E� _ . _...r. � - 150IL.,E2 ouT hT. �. 5/et ExuausT STACk ``LaWGE. DOMEX 88531 18 FC I8 FC u1 C_ _F_ -_ __p_-._._._ ELECTRICAL SERVICE AVAILABLE scLT ta4►WGEtz> as A,M . 484/3Ql60 REMARKS I -j L✓rWcaTw m5 i2'I�Q'I� COOLING TOWER SCHEDULE SAND MEDIA WATER FILTER HEAT EXCHANGER - " ' `� CLIP Af.IGt..i=S �Iz' Eq�, ( I I taQQUL&M ZUG, SECURED UNIT DESIGNATION COOLING TOWER UNIT DESIGNATION WISLOW07o I XW4.ulST 1 I 1' \ ! I 'rojots-rs I F:mtz cop-werza SAND FILTER UNIT DESIGNATION 1 1 s-r4aC I< 4 cokis T©F' 2IWG ( j to" LOCATION. ROOF � { LOCATION 'PENTHOUSE MECHANICAL ROOM LOCATION PENTHOUSE MECHANICAL ROOM I I �, 1 4" Pi-4TE dl,lt�lUl.G1G 701 - TOWER Airz 5 Ace, )SC-TWrmw txW. ° STQGrG AWWLlL4r2 Ie:rr.�a TOWER TYPE EJECTOR SYSTEM VOLUME GALLONS 21U0 WATER FLOW GPM 'TwR/ccI,ss�. �IWG sr�E�rs�� 'ta ( \ I � 7 50 ' � � ) I 1 `� r r ;QGI. 461ZOL.tQ0, FLOW RATE, GPM NOZZLE SIZE, INCHES 411 Q OPERATING WEIGHT, LBS. 111890 wF HORSE POWER I OPERATING WEIGHT, Lbs. 2825 ff j �. 0MIN. RATED CAPACITY, TONS 250 PUMP ELECTRICAL SERVICE AVAILABLE 480/31/x0 DESIGN MANUFACTURER BALTIMORE AIR COIL z WATER FLOW GPM. 750 MODEL No, ! OQ 1 -ENTERING/LEAVING WATER TEMP., ° F 85/95 MAGNETIC STARTER REMARKS ENERCHANGER 4 AMBIENT TEMP.,a F DB/F WS 0)2/72 u.FUSED STEP DOWN TRANSFORMER UX -216 - HP -- 155 1 L.. 1 .. PUMPHEAD REQUIRED FT, OF WATER 14 4 ow`. � AUTOMATIC PRESSURE SWITCH S c b.. MOTORIZED VALVE ACTUATOR No. OF ELECTRIC IMMERSION HEATERS 2 OPERATION 0UPLax OIL--124W5Fr=2 !=UMP 4"SILL, * 211,SoullolWG 10MOV109 COWG.t-wcLosuraE w/G" ZC-?W;r'o WALLS CAM TYPE TIME CLOCK sWr aW COWC12STS P410 IQ LIWE w \N&TEI27ICt-IT -*4 25 ua"O.C. soTu W'AY$ ou Wl � cP wa11,� . a KW, EACH 9 FUSE PROTECTION SWCLOSLIZ . LOC;41WG CAPS IW ,. �vcG.vSGtl E G'-o//w/4"v u 7 -G`14041G 11"'51ME W 24" x 24 x 4" C>EE P ov) o f CEJ/ Two - G - G" W I o5 x 4'-o" LOuG 3/4!`s -r L S l IN Gi L- !GC �.,. TERMINAL 5TUP � , 2%2"Vr=Q*T L-IIUE. �7EE PA.r27 4CCess C,OWC° PA,o. F� covems sa-r IW WELLS PLUSW W/t".�ara�, OM. P20VIDS " 7J / � AMBIENT TEMPERATURE, OF -to • FILL 4 2 STICIGIWG OPERATING WEIGHT 560 PL-PL4w;7�4Is ow`'d MaiauaL~� 4-02a�rm14au0L9S0Lm&,LF-Aa=. �/A/( eD FJT71QGS Ire 4"-rwtcrc � BASIN.. TEMPERATURE, QF 40 _ � DESIGN MANUFACTURER BALTIMORE AIR COIL - _ _ __ _ �� _ r AW l 441 SWC, rra.I {'24 x 24 j FLt L C)IL S`OMAGIS TdWiG ELECTRICAL SERVICE AVAILABLE 480/3/60 MODEL No. IWF-180 ��`�-- } } - '- 1t�loc�caGA,L.('&nla.x��-�Lcacl�j _ C int , 1 ( i } S' E fiE TLi. i L.� Tl •l r G� W C.- . REMARKS: rt i J I I b '-' t!! 96 OIL SUP 2GT. t" WEEP t.lOL.ES LINSS. 558 F LI T C04.4/MA./ cc : PRESS.GAUGES -1--- W P152 61G+Fs 't -I!5 DW'c'a ELEC. WATER } 1 Q LEVEL CONTFOmss. � -. IN3`Eat�C� � L71+G . k 2G - 4 "40A IC,) le-, ST L 4, Q GLM S, BALTIMORE i 5t�7 7AWle. Ire,! COWL. W19L�J Tb Wi.l1LCC Gr2SSW -ro 4'x 4"x V4"CJS ALP 4W -° T ORE } I G, !i. ._�__o�..________ DESIGN MANUFACTURER J 1849`821 t Pr,vicas p>P>rzEsslo�t, !!-`-_ I 1 4 Lah,ICa . !<Jt c L ca SL./RC- L ,�� . _____--os ___-___-os- - SUPPLY 1 } cmLiE Pr�c�vrr� Pcut� 2"ST'L, r�opswf 2�� vl. SUPPLY M: r2ETU2W }--t } j } Llr,,is - = COWC:, Sao w *4 ..✓ ! } - PIPs � � _ / -rur�N +�Iuc�L� C fi �G25-�2!'GC. IIJ t rc'ETLrRW 1°.ltlES tT _ r } 1 1 150T"r. 3!! COvE2. t Co' O" U P TO PE�4TW'S , UNIT HEATER SCHEDULE `` .. .. _ ' ,2.7 `_ zV1 ' DUPLEX 011-72AWSRE2 --,,UNIT DES1GNAT10N U N -2 uH-� ttwi-� PUMP 597 ears M 4soNa>2Y AREA SERVED �=12s7 Pr -LOOM I~Iras'r �:00= PWQTaou � zV?" va-w-r sacuacto I3ns OQ'Tbwv- SES vWsTISULM vVSTIsULrw IMW view TO LWCLO SU2IE FIZAME. l�6T41C..� 71. 15 t7WG, UNIT- TYPE CAPS! I�I�T CL1rR31I�.r�T ar.�ar�i�r4.L�tz r^�t�Ct��L.tL�f� TEeM Ir`tA-ra 9 A5v. Go, 0 1-4CSt I �O�.i'TL1L. HCMITOW r Q.L MOUNTING TYPE 4 Imo• wtvEW'r olscu>,2E PI-r-rING. � �ec�ss�C e��ca � � LOCATION CMILIWG CL= IL tIQG v9cw. lam. IvIMcr,-I, QZM. EC { TOTAL AIR, CFM,r.�o soca atm3t i©J'pS 50ILE22 STwz v. - SEE VC -74411 -,"NIS Ow'G, Ate SEr ►AeA'TC�2 Ow ?"pipe VENTILATION. AtR, C F M - - - - ' EXT. STATIC PRESS. !N, WG, o o a c SES DETAIL OW OW`G US M•-5, , {� P021ZOWTAL. =Wt"" IkIE 0IScwAi2G, E FAN MOTOR HP(AMPS) - F2 FAN MOTOR SPEED RPM ITOO/ ?rca0 T00 crOcaf4�e0/700 'j TYPE OF COIL C-LEC'rrztc I-SICTra I C MLSCIrelc MLISC-rrzlc { v HEATING CAP. BTU/HP 2! IC7G 19, IC?C7 23 rv�o2 131eaco2 Z HEATING COIL, KW. 4 4, 4 -- y F�Ai27 L L.. 5Go, x.20" ,- ax pair, C- TOTAL CFM 3c� c.� + B I ca 3 I c \ x' I . { i a i DUC;7 a -Q Q -- iJ - � a / 5G x � ELECTI"tiCAL SERVICE AVAILABL 48ov / ��/r�o� 4�dV j3�# f�� Z7iv./ rc�/� 277v./ r ��N __ � _ Hci # I �MUf=F:L=-rz ql- ryt� FA. DUCT T . WATER.. IS P M - -- -- i �M6r2Ga . GEW , 1 � t^I..fA XlBLC- } G� ��, t � ,1 �ldx i4'" TYPE -rl.rreowA.w�.°r "tw2ow QWA`f -- -- cowuz-c-riow 1 „ J S}ZE - ... .. 3-a"/S" 35*53~AMS 275 WGiL.t TO W4LL B12GaC'.,ok1, PL4,7t~ L^ I GEW.G&211-R.AcalE OIL- PE417 ALUMINUM FAN WHEELS 4 "' l8ia►Letz Q t -f I+uQ+s -' PUMI°�es-5 �-� ( `tom U EXTENDED CONDENSATE PAN- - -- 2#jz 0 Prr� supPcrrrs -r� �` P_4-40 f1 1' r W/ 12"x 12",x r/4" It REMARKS :7 aQa, "T�2A,N� CPrG01+44,LOX CWIZcOM4,L.o% �L.iEv4T01Z I I ❑ ri . -44,t=c�-s3 E44aEo-c73 L.ulra-c�4-Ca5- t,.Uw-ta4•o5 rsNCLC�SUI�I� ' p __._.-1 20 i - '--DUCT OW. Q07 C-: SEE SWT. W2M-5 R02 SISC71Ow CUT. 2G"x t4" sxi4. ouc-r - x i,•°'0�c ®'®G mS� ��°�., SHEET NUMBER LONDON LEEDS/LARGO CONSECO/ DMJM' �� •''¢® `°'� ��'=PL4M SCHEDULES 4 DETAILS - ARCHITECTS & ENGINEERS, t • ,N��°®Oa�. 351 o° TO N OF RYE W Y R 1709 New York Avenue, •®°�'��o °.sstolk�.� DRAWN BY: DATE: May 18,}981 JOB NUMBER: STAMFORD CONNECTI UT N.W. ssb� , - Wasfitng#on, D.C. 2000Fi. '°"•98ia`•°`` CHECKED BY: REVISED SEPT. 1,1981 4070-1-1 LEGEND, FIXTURE CONNECTION SCHEDULE EQUIPMENTSCHEDULE DRAINAGE WATER SYMBOL ABBREV. DESCRIPTION SYM DESCRIPTION REMARKS NAME QUANTITY WASTE TRA VENT CW HW DESCRIPTION r••••• SD S D STORM DRAIN ABOVE FLOOR I/ II- II ELECTRIC WATER HEATER 3 . THE ELECTRIC WATER HEATER SHALL BE SUITABLE FOR 150 PSI P-1 WATER CLOSET 4 INT 2 1 -- WALL MOUNTED WOKING PRESSURE. THE STEEL TANK HEATER SHALL CONFORM TO ..Ir.�rSDmmmiii SD STORM- DRAIN BELOW FLOOR HANDICAPPED A.N.S.h STANDARDS AND SHALL CONSIST OF INSULATION, ANODE P-IAWATER CLOSET 4" INT 2" 1" -- WALL MOUNTED ROD, AUTOMATIC TEMPERATURE /PRESSURE CONTROL, U.L. S/W SOIL OR WASTE ABOVE FLOOR APPROVED HEATING ELEMENT, OFF -ON SWITCH, HOT AND COLD P- 2 LAVATORY 2" 1 12 112 Ill" COUNTER TOP SHALL BE E A WATER CONNECTIONS, AND CORROSION RESISTANT LINING. i QU L To RUUD Si 30 GAL. TANK CAPACITY, HEATING ELEMENT= 2,000 WATTS 4-80V. .......� ... ..�. R P 30 P4-1 S /W SOIL OR WASTE BELOW FLOOR P-3 URINAL 211 211 1Ile 31411 WALL HUNG FIRE PUMP I THE FIRE PUMP SHALL BE A HORIZONTAL SPLIT -CASE, SINGLE STAGE 1111 � V DENT3 - „ ELECTRIC MOTOR DRIVEN UNT,QN A STURDY FABRICATE[} STEEL HOSE B I BB -- -- -- J4 a BASE PLATE. TESTED AND CERTIFIED BY UNDERWRITERS CW COLD WATER 'i P-8-8 FLOOR DRAIN 2 2 I II P -TRAP LABORATORY. THE CAFACI TY SHALL BE 750 GPM @ 116 FT. HEAD, 11 --- -- 1,760 RPM,48OV, 3 ¢,30 HP SHALL BE EQUAL TO PEERLESS 5AFI3 �..� HW HOT WATER • COMPLETE WITH RELATED ACCESSORIES. _ P-9 FLOOR CAIN 3" 311 2" �. .._ P -TRAP --•�.}----~... GV GATE VALVE ROOF DRAIN SEE DOME WITH` P- 6 SEE NOTE (BOTTOM OUTLET) PLANS ._..° �. GRAVEL STOP # ? ..-.�.._�-.....,..._ GL.V. GLOBE VALVE �� e 3 0, TRAP --"S" TYPE FIRE PUMP CONTROLLER I THE CON -TROLLER SHALL BE OF THE COMBINED AND AUTOMATIC P-4 SERVICE SINK 3 3" 2" 2 II 3 l4 l4 WALL MOUNTED ACROSS -THE -LINE TYPE,WIREO FOR 480VOLTS,30HP MOTOR ----- CH.V. CHECK VALVESERVICE. FLOOR MOUNTED TYPE AND SHALL CONSIST AS ELECTRIC WATER P_5 COOLER 1 %2" I Is4'' 114' !2" — WALL MOUNTED FOLLOWS: DISCONNECT SWITCH,CIRCUIT BREAKER,MOTOR STARTER - CAPABLE OF PRESSURE REDUCING VALVE. ROOF DRAIN SEE DOME WITH' SEE NOTE - ` CAPABLE OF BEING ENERGIZED AUTOMATICALLY BY PRESSURE P-7 —-- -- SWITCH OR MANUALLY. PRESSURE SWITCH - SET TO CUT IN @ . {SIDE OUTLET) PLAN GRAVEL STOP 8 i R.V. PRESSURE RELIEF VALVE - 80 PSIG AND OUTS 90 PSIG. RUNNING PERIOD, TIMER- SET TO KEEP MOTOR RUNNING FOR MINIMUM OF 7 MIN. PILOT LAMP AMMETERlVOLT METER TESTING �-CONN:,ALARM RELAY,MANUAL PT. R. PRESSURE -TEMPERATURE RELIEF VALVE SELECTION STATION, AND PROVISION FOR ALARM SIGNAL , WHEN THE PUMP IS RUNNING. PS. PRESSURE SWITCH x JOCKEY PUMP I SHALL BE EQUAL TO AURORA MODEL 934 PUM P P.G. PRESSURE GAUGE WIGAUGE COCK SIZE = D03. GPM = 2.5, TOTAL DYNAMIC HEAD = 127 FT: (55 PSI). HP = 112. 300 RPM. 480V, COMPLETE WITH T H. THERMOMETER PRESSURE RELIEF VALVE.. '--- REDUCER --••--• STRAINER CONTROLLER FOR I WALL MOUNTING TYPE. ACROSS -THE- LINE TYPE. JOCKEY PUMP FUSIBLE DISCONNECT SWITCH WITH RUNNING PERIOD �--�- }.------- UNION fi TIMER. SIZE FOR 1/2 HP MOTOR. WIDTH = 16", HEIGHT= 2611 DEPTH - 7" COMPLETE "-WITH HOA SELECTOR SWITCH. VALVE IN RISER FUSIBLE DISCONNECT, THERMAL OVERLOAD RELAYS PRESSURE SWITCH (MERCOID) EXTERNAL, RESET BUTTON. ------ >C.O. FLOOR CLEANOUT CONTACTOR, NEMA I ENCLOSURE. W.C.O. WALL CLEANOUT ` O-1- HB HOSE BIB B V,T.R. VENT THRU ROOF G.C.O. GROUND CLEANOUT RWL RAIN WATER LEADER � _ y C.O. CLEAN OUT _ 8. LARGE DCNE-SIDE OUTLET EQUAL TO JOSAM 21010 SERIES 1_ ALL WASTES PIPING SHALL BE SLOPED 1i4" PER FOOT Z 8 . .. . _ ..�...v �. '... .: �.:,r .a...r a• sr.'.,sr r.. .w w+: .r...... wrr .iaw k aaa". • , ..►Al+ Yt11.V ... ,....... ... .....® .... ... _.wm... .'w►• wa— P+a A aat .. 60V 1,111,41 G.ts I I V Irl , or. i Vy I- V_ 114 )INT OF DISSIMILAR ION JOINT SHALL BE EQUAL TO JOSAM 21530 SERIES COATED CAST IRON ROOF DRAIN, LARGE MOLDED DOME, WEJLOC' NON -PUNCTURING CLAMP RING, WIDE INTEGRAL GRAVEL _ STOP LARGE SUMP WITH WIDE ROOF FLANGE, EXPANSION JOINT WITH 1 BRONZE SLEEVE, PACKING GLAND WITH BOLTED PRESSURE RING AI4D BOTTOM OUTLET THREADED CONNECTION. l SHEET NUMBER: END SYMBOL SCHEDULE LONDON LEEDS/LARGO CONSECO o••''oo�Q��°�`� •�< •® 0 x® PARK ARCHITECTS & ENGINEERS r- �.� NO SCALE «�. Vz :,5�'°•.,�o ,1•,cQk= � DRAWN BY: W. G. DATE:MAY 18 1981 JOB NUMBER: 1709 New York Avenue, N.W. «® "� ®.........° REISESTAMFORD 'ONNECTICUT Washington, D.C.D.C, 20006 CHECKED BY: A.B. SEPT. 1, �319 81 4070-1-1 r: . o C i 1 J. '04 6 14 T . 1 I 1 J. '04 6 14 T . 1 0 _,4'WAoTE Of V 4 -AIsL P (TY ) " WAOTa UP 7 1lie m d Y I I J� i _,4'WAoTE Of V 4 -AIsL P (TY ) " WAOTa UP 7 1lie m d ` p'uTu E j �-�--....,,,,, � a� ,p.j( ��M6 � yy �jM►, /Jjj �{ � �,ww,,�,., �� #..��.�», ��_.�,�,� �,_.. � �,_w�� .,_ .� d... _ ,..� _., >, . �,.� �.,�. a(y�N��,' S" F, /�.,6 eywp ' 4 l i F, C), P it E� }r Y 2 ANSALVe k. 3 e j p w f 111 iS s {rr i 5 �P1 INS• ARD !.-C� ITI�L� �.t��.TI5>q _ , Y CORE PLAN - ORE PLAN f FIRSTFLOOR R SEC ND 81 THIRD FLOOR SCALE: 1l4% 1 " `-fl" SCALE : 1 f4-1'^off _ i s : y 6 M ltltt. o SHEET NUMBER* ♦♦ ! °� ♦ . FIRST, SECONDa THLONDON LEEDS -/LARGO CONSECO DMJ' IRD RD F cc Z.I PARKARCHITECTS • EXECUTIVE�.& ENGINEERS �-. � ♦ ,�_ • �,y� ° SCALE: j ©°♦:t�. 351 k ®' r M W. G . TOWN 1709. New York Avenue, N.W.DRAWN BY. E3A E� MAY 11981}BNUMBEDO RYE� NEW STAMFORD,CONNECTICUT Washington, D.C. 20006 B� °� �,a v �SSibN � ,. _ REVISE 9 ' '••.,.,A�.,`�•' CHECKED BY.A.$. 4UTC� —'� "''� , 4` ROYAL SEPT1 1981 r _ Y J I J� i ` p'uTu E j �-�--....,,,,, � a� ,p.j( ��M6 � yy �jM►, /Jjj �{ � �,ww,,�,., �� #..��.�», ��_.�,�,� �,_.. � �,_w�� .,_ .� d... _ ,..� _., >, . �,.� �.,�. a(y�N��,' S" F, /�.,6 eywp ' 4 l i F, C), P it E� }r Y 2 ANSALVe k. 3 e j p w f 111 iS s {rr i 5 �P1 INS• ARD !.-C� ITI�L� �.t��.TI5>q _ , Y CORE PLAN - ORE PLAN f FIRSTFLOOR R SEC ND 81 THIRD FLOOR SCALE: 1l4% 1 " `-fl" SCALE : 1 f4-1'^off _ i s : y 6 M ltltt. o SHEET NUMBER* ♦♦ ! °� ♦ . FIRST, SECONDa THLONDON LEEDS -/LARGO CONSECO DMJ' IRD RD F cc Z.I PARKARCHITECTS • EXECUTIVE�.& ENGINEERS �-. � ♦ ,�_ • �,y� ° SCALE: j ©°♦:t�. 351 k ®' r M W. G . TOWN 1709. New York Avenue, N.W.DRAWN BY. E3A E� MAY 11981}BNUMBEDO RYE� NEW STAMFORD,CONNECTICUT Washington, D.C. 20006 B� °� �,a v �SSibN � ,. _ REVISE 9 ' '••.,.,A�.,`�•' CHECKED BY.A.$. 4UTC� —'� "''� , 4` ROYAL SEPT1 1981 r _ ME PENTHOUSE'S ROOF PLAN SCALE: 1/8" = I'--0►' I � y � '1 "�` `moi' 1 0, f 21' 7\ 4 ell 14, r t! fir! � iE €' I �*r Pry I ... 212 i 'ia, i !f '^4 �fJwlR t3 ii 2 d�%;.gv 11 Vii,'`. ►I 911 P-2 Ztf Cry F) 1�2 ; I , 411 Ile � `fit ,�'`�!' � �'=1�► Wit' �"� 211 itM i "p 4mi01 Ile i4tl 0/2 ell . � h `Los ``'' I �• ' � � � - 1all iii •,,,2r{ °° ,� 2 ii P 1 1�- -] 3 —� '000 t# it T f:,- D, I 00*0 00f all 4-1 I/J1 ./ � kik ff r/ tl .�/12 000000" �.. Vii",. 0 ,e 10 ?#01000 0litrgpat�� vyt f N s SHEET NUMBER: LONDON & LEEDS/LARGO, CORE' SANITARYWASTE CONSECO'/ *30METRIC PIPING ARCHITECTS & ENGINEERSMS VENT I SCALE: NONE {/�/rte^ 17Q9 New York Avenue N.W. :� •� 't �' a Qf1A � h7. !# t: MA1 1'981 JO � TOWN CF RYE, NE VV YORKSTAMFORD-o,��..00:};.•�. �� . Washington, D.C. zonas CHECKED sY:A.,B. 'C 1 SEF r 1. 1981 d M r O 40J / 00 . 1 ' G•EILINa OF THIP -D _FL00V_ 1WMETizi piPIN 00. 00 0000, .00 itIE ' { r, q FL Li; 'VA�.V"1TYP, rv" C/ / • > r , 10 IV2,!X, 1/4! P-1 A 0 i l2 I Vitt >000000 0 r 4 it OL�! coI�CT�N,�T�a� �E� �'.� �T�� ° fid/ PiPIN'PL I AS >00, 00 F7-4- 0 7 f + q > LL 1000010 0 00 op 00 I n. > ,try • " . 00 00 'iJs ° ,� 2Er ►z.I=u uaN ' �I14I P�2, 00 l I%OW - i > > 2l2 t 04 a ®° EI.EGT9JC_ WATER. MEAT ER. ADaVl;' C-4I�LIN GAF F"1R,oT Fl...4>cPl�.. ' FSR. C�l�I"1`IF1LIt�►T I �N1:.�I�I ; ET "'IC, F1 P d , j4;er=TEVSUPPLY �.�l� � ,(TY?iL. L� PLAN �r�t�- C-o0t`1N':TI0N 4 NOTES* I t ALL. HOT ANP OLD WATfl� L I � I.L. I LA7 t7 WITH I' T`HkGK Ofr IW6ULATIC1W. til Fk�,P. FUTWXIF CONN CAM ED I c ,. 02®1118# ` �►�'�� N °''°o i D 8`y /,,, SHEET NUMBER HOST & COLD WATER PIPING ISOMETRIC ARCHITECTS & ENGINEERS = W CORE AREA _ , ; SCALE: NONE ` 1709 New York Avenue N.W.''--.`�oa'•�'.:. DRAWN BY: W.G. DATE:mAY 18,1'�$�' JOB NUMBER: NEW YORK CONNECTICUTTOWN OF a Washington, D.C. 20006 ��s+ Ur 00000 0000 9 CHECKED BY•A,B. 4070-1 "' SEPT. 1, 1981 CA z' r w i d d M r O 40J / 00 . 1 ' G•EILINa OF THIP -D _FL00V_ 1WMETizi piPIN 00. 00 0000, .00 itIE ' { r, q FL Li; 'VA�.V"1TYP, rv" C/ / • > r , 10 IV2,!X, 1/4! P-1 A 0 i l2 I Vitt >000000 0 r 4 it OL�! coI�CT�N,�T�a� �E� �'.� �T�� ° fid/ PiPIN'PL I AS >00, 00 F7-4- 0 7 f + q > LL 1000010 0 00 op 00 I n. > ,try • " . 00 00 'iJs ° ,� 2Er ►z.I=u uaN ' �I14I P�2, 00 l I%OW - i > > 2l2 t 04 a ®° EI.EGT9JC_ WATER. MEAT ER. ADaVl;' C-4I�LIN GAF F"1R,oT Fl...4>cPl�.. ' FSR. C�l�I"1`IF1LIt�►T I �N1:.�I�I ; ET "'IC, F1 P d , j4;er=TEVSUPPLY �.�l� � ,(TY?iL. L� PLAN �r�t�- C-o0t`1N':TI0N 4 NOTES* I t ALL. HOT ANP OLD WATfl� L I � I.L. I LA7 t7 WITH I' T`HkGK Ofr IW6ULATIC1W. til Fk�,P. FUTWXIF CONN CAM ED I c ,. 02®1118# ` �►�'�� N °''°o i D 8`y /,,, SHEET NUMBER HOST & COLD WATER PIPING ISOMETRIC ARCHITECTS & ENGINEERS = W CORE AREA _ , ; SCALE: NONE ` 1709 New York Avenue N.W.''--.`�oa'•�'.:. DRAWN BY: W.G. DATE:mAY 18,1'�$�' JOB NUMBER: NEW YORK CONNECTICUTTOWN OF a Washington, D.C. 20006 ��s+ Ur 00000 0000 9 CHECKED BY•A,B. 4070-1 "' SEPT. 1, 1981 CA z' r w ~ � . t ` SYMBOL LI ST I'x4' FLUORESCENT LUMINAIRE 0 INCANDESCENT LUMINAIRE, CEILING MOUNTED, DOWN LIGHT (RECESSED) INCANDESCENT LUMINAIRE, WALL MOUNTED WALL MOUNTED EXIT LIGHT BRANCH CIRCUIT HOMERUN TO PANELBOARD. ARROWS DESIGNATE NUMBER OF CIRCUITS, SLASH MARKS DESIGNATE NUMBER OF WIRES WHEN MORE THAN TWO MIN. SIZE OF CONDUIT 3/4" A NO WIRE SIZE * 12 A.W. G. MIN. UNLESS OTHERWISE NOTED. ----------- BRANCH CIRCUIT CONDUIT CONCEALED INCEILiNG SPACE OR WALL BRANCH CIRCUIT CONDUIT CONCEALED IN FLOOR SLAB OR UNDERGROUND. BRANCH CIRCUIT CONDUIT EXPOSED ------------ CONDUIT TURNING DOWN _T� TELEPHONE EMPTY CONDUIT, MIN. SIZE I` T HOMERUN TO TELEPHONE CLOSET, MIN, CONDUIT SIZE 1 1/4" V TELEPHONE WALL OUTLET, 18" A. F F. OR AS NOTED TELEPHONE FLOOR OUTLET -DUPLEX RECEPTACLE 20A, 2P, 125V, GROUNDED , 18" A,F. F. OR AS NOTED RECEPTACLE 20A, 3P 120/208, GROUNDED, MOUNTED 48" A F. F. G_ RECEPTACLE 20A 2 P, 25OV, GROUNDED, 18"A, F F. RECEPTACLE 30A,2P, 125V, GROUNDED, 18" A. F. F FLOOR MOUNTED RECEPTACLE 20A, 2P, 125V, GROUNDED S SINGLE POLE 20A, 120/277V TOGGLE SWITCHj 4'-O'A.F.F SK KEY OPERATED SWITCH 4�-O"A.F.F. S, MOTOR RATED SWITCH WITH THERMAL OVERLOAD PROTECTION I& MOTOR. (NUMBER DENOTES H. P, RATING.) MAGNETIC STARTER NEMA SIZE "0" U.O.N. DISCONNECT SWITCH, NON FUSED, 30A, 3P, 60OV, U.0. N. COMBINATION MAGNETIC STARTER,NEMA SIZE "O"AND 30A, 3P, 60OV, NON FUSED SAFETY SWITCH U O,N FIRE ALARM STRIKING STATION, 4'-0" A. F. F. FIRE ALARM GONG WITH VISUAL LIGHT, 7-6"�.F.F. ELECTRIC PANELBOARD 277/480V ELECTRIC PANELBOARD 120/208V FIXED TEMPERATURE HEAT DETECTOR DRY TYPE TRANSFORMER RATING AS NOTED SMOKE DETECTOR AIR DUCT SMOKE DETECTOR FURNI$HED8i INSTALLED BY MECHANICAL CONTRACTOR WIRED BY ELECTRICAL CONTRACTOR Q ORQ JUNCTION BOX SIZE a TYPE AS INDICATED AND/OR AS REQUIRED BY N.E,C. LIGHTING FIXTURE TYPE ALPHAIBET IN TRIANGLE DENOTES TYPE ON SCHEDULE SINGLE LUMINAIRE LIGHTING STANDARD Clu TWIN LUMINAIRE LIGHTING STANDARD CRUCIFORM LUMINAIRE LIGHTING STANDARD ABBREVIATIONS A.I.0AMPERES INTERRUPTING CAPACITY A or AMP AMPERE CLF .., CURRENT LIMITING FUSE DWG, DRAWING DIS C, DISCONNECT SWITCH (D.S.) E C, EMPTY CONDUIT E.W, C. ELECTRIC WATER COOLER F AFIRE ALARM G R 0, GROUND LT. G, LIGHTING MH. MOUNTING HEIGHT PNL. PANEL TELTELEPHONE U_O,N. UNLESS OTHERWISE NOTET W, P WEATHERPROOF `SHEET NUMBER:LONDON LEEDS/LARGO CONSECO DMJM V F E L FRO C"7121 C4hAlw'317S RL,�kQ Er SYVE;OLSROYAL EXECUTIVEPARK ARCHITECTS & ENGINEERSS low - 0.100 4100_ DRAWN BY: Lci- DATE:MAY 18,1981 JOB NUMBER:1709 New York Avenue, N.W. NO 3500" 'k;TOWN OF RYE NEW YORK _64000.0 �,.41blAMFORDI (0*;`ONNE:CTlCUT Washington, D.C. 20006 CHECKED By- 1_16�w REVISEDSEPT. 1, 1'981 4070-1-1 - -- --'- --' - ' '---' --'----- , \ E 04 I o 9 m m m m DUPLSX OIL, 72&QS;=C-,?2. PUMP 1/2 hp 480V., B4 m o' m m m m 11,11412% zzowza 152 L.; S 4: E 0 A L U NA I U LJ NA P12 0 Q -r P 4�, Q L 14 T--,? Z, M = W/ P lt, .J0 OQ lzec;=zS=0 CIC0�Qr=-r ;�,eZCA::,3-->X /Z".v 240x:5"Z:k) BLDG CUTL(KJE- � ZOQES SkjGWNE-0 ZED 1/2"46 P11LOTLIGWTS OW P4W Er L W% b Lit C V- r= WA M S L FILL. ( 7*4 coziblki TYPE LOCK W17W 4 or-e,;z&Tqt:) SWI-MWE'S.- -rwo (z) se7s or- v- my s. L WW 17C- OW ibL4CI4 9WGZ4V ED PWE=-N0t-f(= U&MMIPL47=—S. S. F=0SI-re PIL4NJ &Wr-:) ZYMaC>L- L-IG71 9 DrZ4\WPQG QSr=-I. 2. F--�2-0 WLECTZIC lScW�DUL-m / SWERE r->laa\A) IKJ(3 Qe S a I 3 P-"IZS7 F=L.000 PL.Ai-KJ OC OC OF 104V 0 LONDON & L,EEDS/LARGO CONSECO DMJM SHEET NUMBER :P125"T f=L002 PL&Q OET4 iLS ce. 9 Uj: R.OYAL EXECUTIVE, PARK ARCHITECTS & ENGINEERS uw 8,1981 JOB NUMBER: 0. DRAWN BY: LCLDATE: MAY I 1709 New York Avenue, N.W. 0"ONNECTIO'UT Washington, D.C. 20006 CHECKEDBY:A�ax REVlSED:SEPT.i,iq8i 4070-1-1 TCJVVN OF RYE, NEW YORK STAMFORD, ZONE NIZ NIZ SIGUAL I 5Y571MI --------------- -------- O) 'CO @) PIRST flfn 51E wo r"mo P LOOR ZOWE Wlet (D L&VP TMST &"RV RMSOT F&LAAM 1 4 coziblki TYPE LOCK W17W 4 or-e,;z&Tqt:) SWI-MWE'S.- -rwo (z) se7s or- v- my s. L WW 17C- OW ibL4CI4 9WGZ4V ED PWE=-N0t-f(= U&MMIPL47=—S. S. F=0SI-re PIL4NJ &Wr-:) ZYMaC>L- L-IG71 9 DrZ4\WPQG QSr=-I. 2. F--�2-0 WLECTZIC lScW�DUL-m / SWERE r->laa\A) IKJ(3 Qe S a I 3 P-"IZS7 F=L.000 PL.Ai-KJ OC OC OF 104V 0 LONDON & L,EEDS/LARGO CONSECO DMJM SHEET NUMBER :P125"T f=L002 PL&Q OET4 iLS ce. 9 Uj: R.OYAL EXECUTIVE, PARK ARCHITECTS & ENGINEERS uw 8,1981 JOB NUMBER: 0. DRAWN BY: LCLDATE: MAY I 1709 New York Avenue, N.W. 0"ONNECTIO'UT Washington, D.C. 20006 CHECKEDBY:A�ax REVlSED:SEPT.i,iq8i 4070-1-1 TCJVVN OF RYE, NEW YORK STAMFORD, Lu >z IT x PLYwo0 c),. ,. 2H-2 4 AC.- Q " Lu U 10 KAY. 347 4&OV. Lj 1 - W H 2A-7 + v� 1�- A C,' 7 722-< 10 L-dU q , 4 V. 7. HP2A.-7 44 2.H-44 To F -ML w A H 1..1- 3 4 Iii -5 1L 01 - J kill": 4.a '1- A I 1 7M ups zILL G Zx 11 A ,} 0 7 5 E I '1 A I L-: C7 ..13:TL'r I.AG%� 1Al�j l a! Govt. oki i_�\_\� _ Qo, FCS t 'T rA 9 990!L LT kM --- L -%o I'S & 1: 1 I'l I - STAMFORD, CONNECTILC'UT Washington, D.C. 20006 TOWN OF R I I 1 -1, a K IVV�v C 01 Irl ' n `_ SHEET NUMBER . a ft -®co �Qg`} • '� i �•pr�. ,A :. }��/gj/�\ � `t fj\jj�� `�j'!�j dt +( �jMw�M11� (�! 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UQIT 1..10.11 n- o 1 2 �„ v (a Il u 4 0) r u- C " L 1 " SI-EC.12M. $UrZF. 1201208 '225 4*1/0, 2" 31 7 40 10 K 020 1 2Er-PTS SPArZES L21I 15Ta 2hID 3t2C� FL. 144-C. 3cp14W. AMP. E.G. FLEX. 1 t to V- 20 2 H 01 WA,T1rtc I. a-&7>~2 SLB" 14-Y- 4-0 3 MCP 1 - tOK 20 3 mww CIt2+C,132EA.1-t.Er.2: I `� L -Pa° CS N-i°t•IC3tJ�E SuzF. 120/208 100 4# +1 tri $ Co 18 to V- 20 1 f2E'G.1 i-1ED,i' TAPE Cw&2GE2 22 14 v- 20 1 Z01LE12 a WS t t 2 3O, 4W. AMP. 1:-.G. FLEX. -- 4 E.G. 1©tG -- t SP4,ce 4 0v1Slow5- 14 iC 24 1 EXI,4. PAW MC13 1 - 1014 50 3 NA&W CIRC. 82r=4t497- 20 3 "I=ML." SLEC. SW150 12M. Su2F, t2o/Zo8 too �4 Co, 112" 12 t2 30 G15 le- 20 t E"Me2G. L.T'G, wk ITS SU 5 -F tO LUGS PO 12 IMME12St0W I-IEs&TER 3014-w. LIMP. s. G. FLEX. Ca 1 - 6514 20 1 -TE L S. RM- 7- ECPT5 F-lr2E 4kL.A.2M SWITCH MCf3 1 -- Co51G 100 3 MA.IQ C12C. e5la ?Wcos12, I` "° ELEC. SN'150 2NA 5U2P. 277/484 100 4% 111 7 15 12: 1`4 K 20 1 aXTE 121012 L.I G W Tt MG 1 -- 1414 175 3 PUMP P-'8 "H2" ELEC. CLOSET SUi-1~. 277/480 225 4*3/o, to, 4w. AMP. E.G. 3c) 14 V- 20 t LI W TIQG 3„5cP,4W. 1 AMP. IELEC. 5W'BO 2M. SURF. 277/4 0 225 4' 3/0, 71/2" 34 8 4Co 141- 20 1 LIC7!-t't°1IW<3 0 WTG UQITS 3& 4W 4MP E.r+a 1 --14 V- ?0 3 451 -VA XFM1Z (A4A/EL"I-J") 'T rA 9 990!L LT kM --- L -%o I'S & 1: 1 I'l I - STAMFORD, CONNECTILC'UT Washington, D.C. 20006 TOWN OF R I I 1 -1, a K IVV�v C 01 Irl ' n `_ SHEET NUMBER . a ft -®co �Qg`} • '� i �•pr�. ,A :. }��/gj/�\ � `t fj\jj�� `�j'!�j dt +( �jMw�M11� (�! P �$� N® +•®rte : t Rte. W O{�s! "T+ A { U 2 ire V i •�. � r � s add � 1110 r �' A%.• ® DRAWN BY: LCLDATE: MAY 18, 1981 JOB NUMBER: CHECKED BY. F REVISED *SEPT. 1, 19814070-1-1 �", �'�ttlfia�t�1••t I I AGM TiAOtJ). • FIXTII2E M 4.NuF=4,CTL112s2 C47ALOG US 1-4MPS 1 - 4K 50 5 PA,WCL°'WF" 1/F40 L.1-r�lCat�ltA X24+0-2?i____.{w_ F40 zc-:\L1T140QIA C240-120 p 1 1 141- 14k. 20 3 OUPI-r=X COIL PUMP 2/F-40 P2SCE! SE1 !._I'7�lt�hll A L-1240 - 277 2/F40 1QDUSTI21 &t- 1 L..ITWONJI4. L-240-124 ( p lUDL.157ZIA6L. 5r -_G 10t-.1 1 SPAIV- /H\- MCS!-ioCAST f casco - 120 too W. INC. 9L1=V. 5HD4T ' P R 1,W' ELEC. SW'BO r2M . SUvr. 277/480 225 4"" 3/0, 21/2" - I Z 14 -IAC. 2C) I PEAT PUMP UW 175 pl2av) oc- sures-Peso LUGS 7-7-7/480228 alt-tP15" (SPLIT P5US PAWr--L. 21/2" 3CP,4W. AMR E.G. 146-1,20 I 2 12 14W. Zo --5 AIG L.{WI-7 KIO:115 IW "14P1A" �,t PEED FWL."WPiW AMP. E.G. w/caoAMF'.3P.,r4.0- 1 1b0LLb,Z0 14 144, 40 a - 1u"i4P2A'4FE90NL.."WPZB". 14 Y- 40 .5 A/G. UQIT 1..10.11 1 2 144 '2 C? A/C U1...11'T SUB -FEED LUGS IU"WP3,d.Aa "I•IP3B" GQtJTP.C.T't i w 'T rA 9 990!L LT kM --- L -%o I'S & 1: 1 I'l I - STAMFORD, CONNECTILC'UT Washington, D.C. 20006 TOWN OF R I I 1 -1, a K IVV�v C 01 Irl ' n `_ SHEET NUMBER . a ft -®co �Qg`} • '� i �•pr�. ,A :. }��/gj/�\ � `t fj\jj�� `�j'!�j dt +( �jMw�M11� (�! P �$� N® +•®rte : t Rte. W O{�s! "T+ A { U 2 ire V i •�. � r � s add � 1110 r �' A%.• ® DRAWN BY: LCLDATE: MAY 18, 1981 JOB NUMBER: CHECKED BY. 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EACH 5.1 G7icDt.l . 144-C. 20 i HF -A"1 PUMP UNIT$ to 14-Y- 4-0 3 AIC UW IT -- I ) 20 .3 11eDfZA1w r-- "PH" PEh.I740USS 5U121:. 277/480 275 4*4/0, 21/2" 2 -- 22 14 v- 20 1 Z01LE12 a WS t t 2 SWUQT T21P OPERWrED 30,4w. AMP. E.G. 1 - 14 iC 24 1 EXI,4. PAW TWO 7 2 14 t- 20 3 MISCW. l9q 1iF? I F;I ws ETG. SECT. 1 1 141- 40 3 IMME12St0W I-IEs&TER 1 - 141G 50 3 1;3 KV& X'F AR ('P4AJ.=L "L,,a'") 2 - 1414 74 3 PUMPS -- 4 1414 100 3 Spu--a �. Przavi51cwa 1 -- 1414 175 3 PUMP P-'8 "H2" ELEC. CLOSET SUi-1~. 277/480 225 4*3/o, 2" 38 a 3c) 14 V- 20 t LI W TIQG 3„5cP,4W. 1 AMP. I E,G. 1 1 1 - V- 141G '70 3 4.51�vLti11'FMt2 (��vG`G3J 42k 'T rA 9 990!L LT kM --- L -%o I'S & 1: 1 I'l I - STAMFORD, CONNECTILC'UT Washington, D.C. 20006 TOWN OF R I I 1 -1, a K IVV�v C 01 Irl ' n `_ SHEET NUMBER . a ft -®co �Qg`} • '� i �•pr�. ,A :. }��/gj/�\ � `t fj\jj�� `�j'!�j dt +( �jMw�M11� (�! P �$� N® +•®rte : t Rte. W O{�s! 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Aw L1C*W-rA0Lt1~12. laoGi 5WeCa-2'77 V. 10ow/ M.V. 1b0LLb,Z0 LIT►-IsoQIt-\ X51r2LSERIS-512OV. 1Zow/iTGa1/-4 Exl-r 'T rA 9 990!L LT kM --- L -%o I'S & 1: 1 I'l I - STAMFORD, CONNECTILC'UT Washington, D.C. 20006 TOWN OF R I I 1 -1, a K IVV�v C 01 Irl ' n `_ SHEET NUMBER . a ft -®co �Qg`} • '� i �•pr�. ,A :. }��/gj/�\ � `t fj\jj�� `�j'!�j dt +( �jMw�M11� (�! P �$� N® +•®rte : t Rte. W O{�s! "T+ A { U 2 ire V i •�. � r � s add � 1110 r �' A%.• ® DRAWN BY: LCLDATE: MAY 18, 1981 JOB NUMBER: CHECKED BY. F REVISED *SEPT. 1, 19814070-1-1 �", �'�ttlfia�t�1••t I I � M � JkjjfA4ZMLA li�•C A c - 15 1AZY. 10, *Z77\/- & c - z ---- 11 141N, 450 V.,,5 0 blW bJ-- z -- - 3/4 H P � 95, 4 8a 14 JAM. GL -05. PAWE-4- HF.?A 274 Cu/\V x 61HX V40 THI GK PLYWOOD -iePLYWOOD 'PAKE--L- L5 12- 2 L'5 -57c3, 10 ED` ,9 CA 144 C7 1-1 14 I FAU ELC-C. COWV. 214w, Z7 -7V.0 10 m S C .4 Z- E M 'I jq K MAK's ARCHITECTS & ENGINEERS 1709 New York Avenue, N.W. 0 N N E T I C U T Washington, D.C. 20006 'STAMFOR"U"k, TOWN OF RYE, o Of NclV"***, A G- FZ••.. 0 7W IQ! 0 F cr. .9 c *i..q, 3 DRAWN BY: LCZ. DATE: io_ -pi #®0""' QP, 000 0""'APESS CHECKED By: N6,- REVISE NJ O"T S LIGWTIQG F1 X7UrP-MS 70 15M S7C-M MT'D OW SELF 4Lf G -Q I QG SWI V ML Z TO CLEW2 ,tiLL M15CWAo.Kj1Ct\L DUPLC-Y, 402 COMPeESSOIZ 2 - 3/4 1 Pj 4,60V., 34> m I I 113 1-pl 277 V.,1 � SeCU12r=1:; 70 COWVZC-Te 11514V4 724 QS F -'Z cueB WMLOOe GL4\6 r-Oq>- mout,j-nQG orm PaNierLS "PL" Z\v' 24:' C-1 wP VMi A -F c - *Z W -W, 48 0 V., B �P 14 I FAU ELC-C. COWV. 214w, Z7 -7V.0 10 m S C .4 Z- E M 'I jq K MAK's ARCHITECTS & ENGINEERS 1709 New York Avenue, N.W. 0 N N E T I C U T Washington, D.C. 20006 'STAMFOR"U"k, TOWN OF RYE, o Of NclV"***, A G- FZ••.. 0 7W IQ! 0 F cr. .9 c *i..q, 3 DRAWN BY: LCZ. 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