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PF29(6f77) Standard N.Y.B,T,U. Form 8002 Bargain and Sale D�ed, with tovenant against Grantor's Acts-lndividuAi'ordorporation (S ing , I 1� a .1 She4)
CONSULTYOUR LAWYER BEFORE SIGNING THWINSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY.
�' " 7718 PAr, F 493
LIBER i
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W
atr
This Indenture, made the llth day of August nineteen hundred and eighty one
Between RYE COUNTRY HOMES, INC., a domestic corporation having its Afice and
principal place of business at 10 Lockwood Place, Harrison, New York
party of the first part, and LESLIE C. ACTON AND CHARLOTTE M. ACTON, his wif e, both
residing at 200 Park Avenue, New York, New York
party of the second part,
Witnesseth, thatthe party of the first part, in consideration of Ten Dollars and othervaluable consideration paid by
the party of the second -part, does hereby grant and release unto the party of the second part, the heirs or successors
and assigns of the party of the second part forever,
All that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and
being in the Town of Rye, County of Westchester and State of New York, known and
designated as Lot Number One on a certain map entitled, "Amended Map of Rye Country
Homes, situated in the Town of Rye, Westchester County, New York, made by the Munson
Company dated August 8, 1980 and filed in the Office of the County Clerk of Westchester
County (Division of Land Records) on August 28, 1980 as Map Number 20343, said Lot being
more particularly bounded and described according to map as follows:
BEGINNING at a point on the westerly side of Knollwood Drive being 50.04 feet southerly
from the intersection of the southerly side of Acker Drive and the westerly side of
Knollwood Drive as measured along the westerly side of Knollwood Drive; running thence
north 87 degrees 561 1011 west 231.24 feet; running thence south 0 degrees 261 001, east, 75
feet; running thence south 4 degrees 47' 30" east, 17.12 feet to the northerly side of James
Way; running thence along James Way on a curve bearing right with a radius of 30 feet a
distance of 19.68 feet to the division line between Lots I and 2 on Filed Map No. 20343;
running thence along said division line the following three (3) courses and distances: north 39
degrees 391 3011 east, 17.18 feet, south 78 degrees 011 5011 east, 88.38 feet, and north 49
degrees 521 5011 east, 148.54 feet to the point or place of beginning.
Said premises are also known and designated on the tax assessment map of the Town of Rye
as Section 1, Block 6, p/o Lots 25A-16A2.
This deed is given and delivered by the grantor in its regular course of business
and pursuant to a resolution of its Board of Directors.
TOGETHER with an easement of ingress and egress over the paved drive on the
easterly corner of Lot 6 on Map No. 20343.
Together with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting
the above described premises to the center lines thereof; Together with the appurtenances and all the estate and
rights of the party of the first part in and to said premises; To HaveAnd ToHold the premises herein granted unto the
party of the second part, the heirs or successors and assigns of the party of the second part forever.
And the party of the first part covenants that the party of the first part has notclone or suffered anything whereby the
said premises have been encumbered in any way whatever, except as aforesaid.
And the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part
will receive the consideration for this conveyance and will hold the rightto receive such consideration as a trustfund
to be applied first for the purpose of paying the cost of the improvement and will apply the same firstto the payment
of the cost of the improvement before using any part of the total of the same for any other purpose.
The word "party" shall be construed as if it read "parties" whenever the sense of this indenture so requires.
In Witness Whereof, the party of the first part has duly executed this deed the day and year first above
IN PRESENCE OF:
RYE COUNTRY HOMES, INC.
AN
BY:
Patrick DeFon�e, Pr,#sideRX
C%�
TAX NMAP
)ESIGNATION
)ist.
�ot ( S ) :
Standard N.Y.B.T.U. Form 8002* 11-80-70NI—Bargain ��ad Sale beed, with Covenant against Grantor's Acts —Individual or Corporation. (single shee
CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT —THIS INSTRUMENT SHOULD BE U ED BY LAWYERS ONLY.
Xs-, r,
L,B� E 771 46
THIS INDENTURE, made the 7 th day of August nineteen hundred and eighty one
BETWEEN RYE COUNTRY HOMES, INC., a domestic corporation having itsi' 'office
and principal place of business at 10 Lockwood Place.' Harrison, New York
party of the first part, and THOMAS M. W. d eVOGEL and MARIEKE A. J. C. d eVOGEL, his wif e,
both residing at 430 Park Avenue, New York, New York
party of the second,part,
WITNESSETH, that the party of the first part, in consideration of Ten Dollars and other valuable consideration
paid by the party of the second part, does hereby grant and release unto the party of the second part, the heirs
or successors and assigns of the party of the second part forever,
ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate,
lying and being in the Town of Rye, County of Westchester and State of New York, known
as: Lot 2 as shown on a certain map entitled "Amended Map of Rye Country Homes, Inc.
situated in the Town of Rye, County of Westchester, New York" made by the Munson
Company and dated August 8, 1980 and filed in the Office of the Clerk of the County of
Westchester, Division of Land Records on August 28, 1980 as Map No. 20343.
e�
Said premises are also known and designated on the tax assessment map of
the Town 6f Rye as Section 1, Block 6, p/o Lot 25A-16A2.
TOGETIIER with all right, title and interest, if any, of the party of the first part in and to any streets and
roads abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances
and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO
HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of
the party of the second part forever.
AND the party of the first part covenants that the party of the first part has not done or suffered anything
whereby the said premises have been encumbered in any way whatever, except as aforesaid.
AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of
the first part will receive the consideration for this conveyance and will hold the right to receive such consid-
eration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply
the same first to the payment of the cost of the improvement before using any part of the total of the same for
any other purpose.
The word "Party" shall be construed as if it read "parties" whenever the sense of this indenture so requires.
IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day a
year first above
written.
IN PRESENCE OF:
RYE COUNTRY HOMES, INC..,
BY:
Pat DeFonce, President/J,,
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f o n d a t i o n plan to canopy.
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z 65 65 INPUT, M'BTU/ HR. 1,200
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0
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BURNER MOTOR H.P 11/3
LEAVING WATER TEMP. 100 106 102 100 103 98' 100
ELECTRICAL SERVICE AVAI LABLE 277/,1/60
POWER INPUT, WATTS 11,000 9,950 1290 7900 760 910, 1,100 LINE SIZE N.P.T. 3/4
E E R (AT ARI RATING) 10- 2 10-2 10-7 11 - 1 10 .3 HOT WATER OUTLET, INCHES 3
WATER FLOW, G..P. M. MAX. 30 2 5 3.4 2.0 1. 7 2.0 3 . 0 HOT WATER INLET, INCHES 3
WATER PRESSURE DROP ACROSS CONDENSER, FT. OF H 20 7. 0 11 .8 4. 5 6.3 1.6 FLUE OUTLET, INCHES 10
3. 5 9. T, WATER -CONTENT, U.S. GALLONS 35
HEATING CAPACITY 114, 850 1119, 250 96,805 90, 340 1 9,400 11, 760 15, 190 OPERATING WEIGHT, MAX. LBS. 2440
MAX. OPERATING PRESSURE,
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60 60 60 60 75 75 1 75
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88,520 11 180 65 7,010 8,440 10, 670
REMARKS.' BRYAN VVATEI? TU5E
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ENTERING WATER TEMP., OF. 75 75 75 75
75 75 75
W LEAVING WATER TEMP OF. 69 68 66 67 67 66
X 67
POWER INPUT, WATTS
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C. 0. P. AT A -RI RATING 3.5 3 .5 3. 6 3. 6
ELECTRICAL SERVICE AVAILABLE 480/30 /60 480/30/60 277/10/60 480/30 /60 277/10/60 2 77/1 § /60 277/1�/60
MAN UFACTURE R F R I E D I C H
S E R I E S V- 113 V - 100 803/012 V -80 801-08 801 - 10 801 -12
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LOCATION
MECHANICAL ROOM MECHANICAL ROOM
MOTOR TYPE OPEN DRIP -PROOF OPEN DRIP -PROOF OPE,N DRIP -PROOF EXPL05ION PROOF OPERATING WEIGHT, LBS. 1170 760
0 ASME COMPRESSION TANK 100 60
MOTOR SIZE, HP NOMINAL 20 40/15
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PRESS RE LI E F VALV E
30 30
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PUMP SIZE, IN. X IN. X IN. SERIES 1510, 5 If BB 4015-5 SERIES 1510�2W'B
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FOUNDATION PLAN
L"AXrASL-r-- MAjW.4AL- AT f-Je*J "e^OTM>
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Section 1 — 1 Section 2 — 2 Section 3 3
�Ev 16E i? FT it 141f;4-
it k-G Vk
t
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iv
w
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3 -00
14
7==V-7
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L
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n foot i n isometric view *x'
jypjcat interior column footi jy ical exterior coturn
COLUMN FOUNDATION SCHEDULE
TYPE
FOOTING SIZE
PIER SIZE STEEL IN FOOTING
I
STEEL IN PIER
TOTAL NOOFF
A
2"tp,
-7-*7 s4l� WA,\j
B
-7 K
C
D
-0::, x op
eAeA4 WA�
4-,4, eAe--,
--*S
E
ENGINEER / ANCNITECT
CONSECO/DMIJM
1109 NEW YORK AVE. NW
WASHINGTON 0. C.
20007
FGU HATION; LAYOUT BuildingS Al A2, Al
mom
T
C>
Go
C4
0
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ALL HORIZON-TAL GIRT
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1114CLUOiNG FltAMING AT
0 ------- 1 0
OFF -WINGS ARE C1071-15--3
Cio Y, 15.3
(y) CIO 15-5
— — — — — — — — — -
J e'-
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CURB 1'- 4- HIGH 11-4 STRUCT. FLOOR.
4
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L
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if OF 9E0
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t -To Ems-Tit3ro
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00
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AT POO R
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-7
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no C), 6 6
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7
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ALL Y�k
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8 WIDt CURB BEAMS 6 PLESTKAINEP qOKIZO114TALLY
ALL 9,OUWD AT CURB LEVE.L. - -001
LIWE CHANKFL
- — --T
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DETAIL PLAN
SLOI'T�V HOLE 'To P�LLOW
\1EKrICAL MO\IEMF-1,)-T Of
IN-17MINIEVATE SUFFOR-r-' SIMILAR
DETAIL FOR �E?MCAL GIX-T F\ZAMlWG
J RAG Bol-TS
IDE C01`4c�
DETAIL SECTION
COOLING
TOWEK
IA
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SECTION
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- pp-wgousE
-0 It
lye
if
1 3
b
if
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J-4 L.
4-
1 1 �-3
LADDER DETAIL
SECTION
ENGINEER / ARCHITECT
CONSECO/Omim
1109 NEW YORK AVE. NW
WASHINGTON 0. C.
20001
W4,-,38
11 �CIO 7�- 15. 3
DETAIL SECTION
C r., Y- 13
CG A 13
CG V, 13
CG X' 13
CG I- t3
cG Y- 13
.14 DIA, Pif E
NOTES:
1. POOF S71FELWOFY, DE.StGNEP FOR, 'THE
FOLLOWING LOAI)S �— 1z
DEAD LOAD Is 16/fi Iz
LIVE- LOAD 4.0 1 b Ti
HANGING UvE LOP�D 50 Ib f+2
STEEL Ylf-LD STIRESS F in '2
?-DKAWING TO SE PEA%D It4 C0W3UWC*T10V4
\NITIJ AIZCHITF-C-TUF-,NL DRAWINGS.
C to -,, 15, 3
DETAIL PLAN
f
X --11�NC35-R
KoNiss A\-T W 12 IA,
is Ill 11 sim
. ? OR R 1
It, VT' ;2,
ri
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gut`16
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ROYAL EXECUTIVE PARK
Engineering Architecture Project Management
TOWN OF RYEJ NEW YORK
4 MANCHESTER SQUARE LONDON W1A 1AU
TO T-0-11",
DESIGNED AN. A U SCALE �8
G. A. OF PENTHOUSE ROOF DRAWN F. 1<� ALIG 81 DRAWING
5129 2
Q!!CKED No
Ln
ALE. E,T.2.81
0.
I
wMatifflu I um U. IA.
20007 G. A. 211 & 311 FLOOR LEVEL. Sheet,2,]of2
r DESIGNED
DRAWN
CHECKED
SCALE. E,T.2.81
(SCALE *1114 ro
DAAWMG
No. 512 913
m
08
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18 TENDONS Mk B 29 TENDONS Mk A
Mk B
18 TENDONS Mk B 14TENDONS Mk B 18 TENDONS
29 TENDONS Mk A -------
7 TENDONS Mk C 7 TENDONS Mk C
7 TENDONS Mk C 7 TENDONS Mk C
4TENDONS Mk
ED -in- fm ID EP
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ERGIN_ EER ARCHITECT
ARK
ROYAL 'EXECUTIVE, P,
R1111111111 imi
��CMSECO/Omjm
TOM OF RYE, NEW YORK
170 NEW YORX AVE. NW
i 7 A
WASHINGTON 0. C.
200011 LEVELS 2 & 31 TENDON PLACING PLAN sheet of
E.T 2 61
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-------------- ----------
Cn
Lai: L"
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Class
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8.10 YPICAL DETAIL AT
41:.5 .4r c, rnp
(4 8 4 -
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TYPICAL DETAIL AT
IOR COLUMNS
/�EXT E 3 30
14TERIOR COLUMNS Ei —
I —I-, It 1 1.
( 9 TOTAL)
(151OTAL)
Typical sectio.n thro.
]EL-
-.-L pour strip.
T4 —U"A:r)
0
7"
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16 47,6
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/9 Ar
A7- 151' 18 Ar /0
114710
C=)
CZA 9115 C ON
�C=
FOR CONTINUATI-ON SEE QRG. No., 5129.
RA N IT ES
RENGTH OF -
CONCRETE TO ATTAIN A MINIMUM CRUSHING SIT
4000 P.S.I. Al LU UAYZI.
-------------------
STRENGTH OF REINFORCEMENT 60,000 PS-1.
2. MINIMUM YIELD
3 CONCRETE COVER TO BE
IN CONJUNCTION WITH DRAWING MR 5129/5
4 READ THIS DRAWING
'e%% Of- NEIV
0
G-
p-,
)onded reinforcement on[
plan of st
'4?
drn. no. 5129/5) 0-. 't� %lb 3 6
(for plan on tendon arrangement see
ENGINEER ARCNITECT 1IMNSECO 0 MJm
ROYAL EXECUTIVE PARK
Mansigemstat I
gA" ZEN,�r# -�WCZ2-2.47,Wl ACAP ONAf, Engineering Archit8cbril PrOlOct
8AR5
115- CONSECO OMJM TOWN OF RYE, NE W YORK LONDON W11A 1AV
S VANE
4 MANCHESTER
E5 1709 NEW YORK AVE. NW`
1/8`17�
ALI
DENNIS
WASHINGTON 0. C. IR- 'SR - 9
MAY 19BI
T sheet. 1 of 2 m" PaR
10007 LEVELS 2-& 3- BONDEO REINFORCEMEN
eo
— C-14
C�D
cli
ia�
0.
I
0-
91
ATI"
C_
S,rWYSIAA�r -O"VD (Sht7AIV)
0
4-4A,,e, I -d
2 2
7
4i typical section
at all stab edges
110A I IA—M
�r ,I— r-4 f� I —_7 O.C,,
1 10,
*o. 4 -r te), o TYPICAL DETAIL AT
N T BTERIOR CORNER COLUMNS
(4 TOTAL)
7 #5
f It> W-1- ��4_t�yr
F0411e�_4- /6, 0"'
_81--, 10,-0.
a 4 n eel
2�- 0
2(0
2�. 0 GENERAL NOTES
d
2 8', 0"
1. CONCRETE TO ATTAIN A MINIMUM CRUSHING STRENGTH OF 4000 PS.1, AT, 2 8 DAYS,
3
2. MINIMUM YIELD STRENGTH OF REINFORCEMENT 60,000 P&].
3 CONCRETE COVER TO BE
4 READ THIS DRAWING IN CONJUNCTION WITH DRAWING N9 6 AND 9.
F Ivs
Plan of stab showing bondedreinforcement only
P4�. 0 *0.1
4 4�
b
Ef®r plan 'of tendon arrangement see drg. no. 6.
-o J
it E v I S 110 u's (,_EN#11*EEA AFICHITECT SECO
A RE D KA�W N
ROYAL EXECUTIVE PARK CON Rmlim,
R.�F f r 1041y_-j_ 'g_r.7W,;W41
CONSECO/DMJM
ZWA0 emW. 5 /f-S P00100d:
JOWN OF RYE, NEW YORK,
1,709 NEW YORK AVE. NW-
4 MANCNESTER SQUARE LONDOIN VIA U10
WASHINGTON 0. C.
f 8�', 1#
77%
0
ojJ2
20007
R.S.R. APRIL 1981
LEVELS 2&3-BONDED REINFORCEMENT sheet 2of2 r
5 2,,9,/
_7 1, Oe'l auto VT
w
4
c"
I
Ll
;t
gical
1�
1
cn
7 0
pica Mk
J
t
ical
k J
I
cz
LAJ
I
AD—.
4�
.80, O'P41
Elk 411,"
G. P4*-. 0
co -0-,
— -----------
En't,
shuwri ii b�l::ivle ��see dM. no.15
for details of att bonded reinforcemerlit not
WE VISION$ EVOINEER ANuilrECT.
ICON Do is m"
ROY AL EXECUTIVE -PARK
Entineemag Architecture
CONSECO/DMJM "WN 4%F RYE N, E-W, YORK IAV"
u
lu
VARE LONDO'N WVA
4 MANCHESTER SQ
1709 NEW YORK AVE. NW
WASHINGTON 0. C.
IMAWN ux"a
20007 LEVEL�4 (roof) TENDON PLACING PLAN sheet 1 of
k E,T,281
m
t
I A "No
HIM
I
I
I
1Y
LA.
I
9
for details of att bond"ed -reinforcement (not shown above)see drq.no lb
v
la
ENGINEER / AlICNITECT I
CONSECOJONIA
1709 NEW YORK AVE. NW
WASHINGTON 0. C.
20007
1T
29 TENDONS Mk A
iv
G. P4
C-2
CONSECO D JM
ROYAL EXECUTIVE -PARK
E prqj�e Ma"Allow"t
ngineeping Architecture
TOWN OF RYE, NEW YORK 4 MANCHESTER SQUARE 1.8116411 WlA 1AU
MWN Z-�' Dam=
PLACING PLAN sheet 2 o:Q] 5i29
LEVEL 4 (roof) TENDON
E.T4.81
A
El
f
Qj
(�y
r7 :j
I
ten d on
m a r k
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-woo
m
0
0
a
0.
FIG-Im
4
I
14
it I It
at v2oc,
z2eA,0_-N0 Or 7�eNDON
to t-jum>_e, 44 TcP, -Z ecrr)
.AT
2..
ty icat section
a all stab edges
TYPICAL DETAIL—
SlkAl r-)
1ICAL DETAIL AT
rERIOR CORNER COLUMNS
TOTAL)
'OS 47911
VER'e-
DeAW116.96 4'*
11,4A P.
A
Ira,
313
2 zIR S TRIP
POZ/)
P61
AOr BARS 14
5AR_---
AS t F_ c �ic_
4. 30 30
,ection thro..
strip.
GAL NOTES
CONCRETE TO ALLOW A MINIMUM CRUSHING STRENGTH OF
4000 P.S.I. AT 28 DAYS
MINIMUM YIELD STRENGTH Of REINFORCEMENT 60,000 P.S.I.
CO NCRETE COVER TO BE 1"
READ THIS, DRAWING IN CONJUNCTION WITH DRG NO 5129/11,13, 16.
OF N
G. P411
0
PLAN OF SLAB SHOWING BONOED REINFORCEMENT ONLY, C2 -<r V...
For plan of tendon"' arrangement see drg.no.5129/11
-S -.411
R E V _1310INIS 041INAE11 / 1016111TIECT
A Poptk
COISECO/Omim
1709 NEW. YORK AVE. NW
11
WASM ING T04 0. C.
LEVEL 4 (ROORBOA 0 ED RUNFORCMENT Sheet I of 2
WILL
SEVZOr
awl
A
001!
!""'k
r
s
r
0
c
I-
n
f
t
3
01
(D Di
7-IJ, -7f--7n f
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ILA 1�
x 631TJw', evrr
4T
-4�4
kA, 3. tx'bevz
Plan on elevator shaft stab
F
R o o f Level 4) core Layout
Showi_ng Hotes Through Sta
ell— A E V I S 10 N S ('—ENGINEEII ARCNITECT
CONSECO/ONIX
1109 NEW YORK AVE. NW
WASHINGTON 0. C.
'2000i
F
roof plan 1,evel
MOTE: slab B" constarit depth thru out.
ROYAL EXECUTIVE PARK
TOWN OF RYE, NEW YORK,
0 OF (LEVEL 4 CORE LAYOUT.
G
C'
Z
CONSI:uO D M JM
Engineering Architecture Prof*ct� IftnagMent
4 MANCHESTER SQUARE LONDON W1A 10
"'DISONED
DRAWN DRAM,
5 1 2�/
CNECKED J)�
SCALE E T 2,81
0
40
I
Iv- 5.
t
—!, Tllr4l
stair 2
>
Second
And
Third
Floor.
Core* P [an s.
Showing
Roles
Through
Stab.
REVISIONS ENGINEER ARCNITECT
Column' 50L. re -orientated, mg,
CONSECO/DMJM
1709 NEW YORK AVE. NW
WASHINGTON D. C.
20007
Variat ion to stair 2
51,17,11ME
A E G H
\qpenings-
I through stab
to accorno da�te
drainage and
rw,outlets r w. outlets
sery ices
pipew�tk
A A
detaitA
de ta it. A
A, A A
rw.outtets,---, A rw. outte ts.,--
pour,
I 'strip.'
second &
third
f toor P lans
Note,
Ievels (2 & 3),-
blockwork watts to be
and b e b u i t t f rom blocks
a minimum of 7' thick
having a
......
compressive strength
of 200 lb V, ns2.
NOTE: stab 8 constant
depth throughout.
0 N
AY' 0'6�4 ',- 4��, ;P %
NO'M
J %
ccof?vlmil� AFIW-.;
0"hels
LEVELS 2 &1 CORE -LAYOUTS.
CONSE"C"10 0 M J M
Engineering Arch'itecture Project Management
I
JAI
4 MANCHESTER SQUAR,t LONDON VIA 1A#
('DESIGNED
DRAWN
MAY St
WESKED
VJ
F-r
son
I
4
0.
DF
4)
- - --------- -----
'omw
4 #41—
Y.
L
F
7
column s c h e d u I e
t y P I C a canopy
I$
c otu mn, f oo t i n
total 6NO: 00f,
/-J
NOTES
C 0 L U M N FOOTING S T E E L
1. min yield strength of reinforcement in foundations
i unless noted otherwise.
STEEL IN FOOTIN
G !STEEL IN PIER. 6GQ00 P.s"
f o u n d a t i o n p a n to canopy.
2. concrete to at-tain a minimum crushing strength
at 3000 p s, I at 28 d a ys.
f a r n a t e s a p p t i c a b t e t a column f oo tings r'tf er D R W G'*. N G: 5 12 9 1
ZA, ,eA
3 f a r d e t a i t s a f casing to cotumns and steetwork to
CoA kk" *w7'�%er canop roof refer drwg NO:
L J
/�4
PF '714,16W
Axzf 4� Ar"me
-4
2
2
vcz V, Tc,
ical [ate.
2 2
41C,
r -'*A- -,�'44'- -7 Tc>P
4 15- -7 3 3
1P N
'04 0 ch,
C1
Of
-77 J 1 6 t:-1 PT. I, 111 $1
R E V 13 10 N S ENGINEER ARCNITECT
ROYAL EXECUTIVE PARK CONSECO D M J M
CONSECO/DMJM TOWN OFRYE, NEW YORK Engineering Architecture Project Management,
Plan on refuse enclosure stab MANCHESTER SQUARE LONDON VIIA 1AU
1709 NEW YORK AVE. NW
1. t
y
71,
A scut
WASHINGTON 0. C.
rop- HOLZ---&
DRAWN Nome
20007 REFUSE ENCLOSURE SLAB 5 12 9/19.
:J
SCALE E T 2 81
I
13
13
Et*,� BeAKA
A
.1
Part plant level I stab-
ain,I ine indicates uVeral
'sita b t eve t 3T4
t-4
F
via
L, OPXCO-4/4-
I
CONSECO/DMA
'1709 NEWYORK AVE NW
01 Q, Oil in
3
--`WAII"VTW U. U.
-FEVE
t� V
20007 L' 'E L 1. Stab'detaits to entrances and lobbies,
Ij
m
M
L1
i
0
iin detai
9
DETAIL AT 4th.f toor
FtetA,�v-ru*4rr
kt-�t,> Fkkei>
S,6*�Zg�MeQT
VUY,
lk
cx:)V�qt—
- -- -------
0
DETAIL AT 2nd 3rd floors
J�j 1
N
CO
at.
.........
.1 fi I
1* 1 1
a
F H
A B c D E
(4)
HEAT 'PUMPS J
HEAT PUMPS (4)
TYPE BLOCI, A-1
RISER5 S3 R 3
TYPE C - BLDC-4 , A-i RISER!�� 52� R2
SEE DETAIL!�) ON TYPE A - BLDO� A-2
TYPE A - 506r, A-2 SEE Ve-TAIL$"ON 2 H PW5 H PWR
a L�Iwc_t, TYPE A 6LQ6i. A-3 13,ENT Valit",SrEEL PLA7-E BOLT -
DRAIN
TY FE A 5 1-96, A - 3
ED 70 PRECA6T WALL(lIp-1
T`4
-E:E �=3--
R IJN04J 7- PIPIIV(; FROM PLA TE
AL f
INSULATION
0y 64F-VIS I�ANae_R.5 XR1, RIQD,
/I L L A4.A IN5 H EAT PUMPS (2) r MEAT PU P
TYPE, C - (31-015i A- I
44 x 8 ILOCATION
4 x 8 12x 8
1?_X 8 I?_x8j 10 x 8
CAP EACY MA11V
L TYP� A - BLOC,. A-2
I ; I I /V PW I
HEAT PUMPS (Z) i HEAT PU M PS (4) TYPE A - 5LOG A-3 H
j
HPWR
TYPE A - BLDG.A- I TYPE C - BL0Q. A- I
Ch., A - 2 8 X 8 10 x
14x 8 8X8 TYPE 5 - BLIX, A- 21 TYPE A - BLD
I TYPE A- BLP(�, A-31
TYPE 6 BLVGt, A-3'
4',
HEAT PUMP (I) A
A.
TYPE BLDC,
A-�
I J111
-A-1
BLDG, A
8X8
16x8 co x TY PE C t COLUMN
T
BLPG.7� A
YPE C
_X-F
3"q
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UNIT DESIGNATION
F-1
F-2
F-3
F-4
AREA SERVED
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3195
3950
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498
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610
2080
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FAN TIP SPEED RPM (MAX.)
4065
-
FAN �.`MOTOR HP (NON - OVERLOAD)
1/3
1.5
3
ELECTRICAL SERVICE AVAILABLE
120/10/60-,
480/lio/60,
430/60/3
2-7 Cv 0
Of,6 0-
OPEO ATING WEIGHT, L BS.
320
320
1,00
70 0
ROOF OPNG. REQUIRED X IN.
I—
IW� 2- X 16 1/2
zzrx 2 3
cd COMPANION CURB MODEL No.
QIMIOTOR MOUNTED DISCONNECT SWITCH,
YES
y C-5
YE S
0, 7 .. .... . . ..
<'BIRDSCREEN
YES
N 0
ELECTRICALLY INTERLOCKED WITH
I N-FA,I< E'v V!RS-
C. U N f TS
OPERATED -BY
TSTAT IN RM 109
T'STAT IN RM IO3j'-EWf4,-.--rSTAT
CLOCK
REMARKS:
PENN VENTILATOR
TRANE CO.
TRANE CO.
A,
DOMEX 88531
IS FC
IS FC
D:c,,Z4 'F,
COOLING TOWER SCHEDULE'
UNIT DESIGNATION
LOCATION
F
TOWER TYPE
OPERATING
WEIGHT, LBS-
?�_IN. RATED CAPACITY, TONS___ _j
WATER FLOW, GPM.
AMBIENT TEMRt*F DB/OF WEI
VFW
AMBIENT TEMPERATURE, OF
'tAS*,, EMPERATURE,OF
ELECTRICAL SERVICE AVAILABLE-.11161:
PRESS.GAU6E,51
ELEC. WATER
I
LEVEL CONTROL
F-
ALTIMORE
DESIGN MANUFACTURER
AIR COIL
11
F-
SAND MEDIA WATER FILTER
UNIT DESIGNATION
SAND, FILTER
LOCATION
PENTHOUSE MECHANICAL ROOM
SYSTEM VOLUME GALLONS
FLOW RATEIGPM,
FHORSE POWER
--- ------ -- -
MAGNETIC STARTER j
11111111pop iq�11111�111pi��
AUTOMATIC
OPERATION
PRESSURE SWITCH
AM—
3311
-
CAM TYPE TIME CLOCK
FUSE PROTECTION
-TERMINAL STUP
OPERATING WEIGHT
560
I DESIGN, MANUFACTURER
BALTIMORE AIR COIL
MODEL No.
Mir,
REMARKS:
Is
UNIT HEATER
SCHEDULE
UNIT DESIGNATION
U1,4 --I
U �4 - *2
U �4 - a
U1-4-4
AREA SERVED
;mtelslr Fr-Ccora
V915716WLE
r- I ra S"r r- L. 0CM
VW57115LILS
PSQ7WOUSS
P S Q IT 14 Co U cm
-UNIT TYPE
c4lZI WET
C4051wr=7
P20f-MLLCEZ
ForZC F=rr L L ta 2
MOUNTING TYPE
1.4 n rat cc WIM
TzecrWSS50
Hc rz t -cow -r46L.
LOCATION
C9fLtQG
C91L0%JG
MSCW. IZNA.
MMCW. rem.,
TOTAL AIR I CFM
z
VENTILATION AIR* CFM
EXT. STATIC PRESS. IN, WG.
C>
C)
C)
U.
FAN MOTOR HP(AMPS)
/:30
FAN MOTOR SPEED RPM
110019001-700
trOO/1-3�00/700
I 9=- 5 0
11-5950
TYPE -OF COIL
9L9C7rZI(=
M LSC.TrZ I C
SL9CTrZ1c
i9LC-C`TrZIC
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eoGi
Z
HEATING COIL j KW.
S. <2 2
4
4
TOTAL CFM
16 1
'ELECTRICAL SERVICE AVAILABLE
48OV-/-;50/GO-
4SOV/30/G0-
-e77V,/ I O/GO-
HOT WATER -,.GPM
.3:.
ir
w
TYPE
7 �4 rzow &w4ly
7WZOW4,W4�.e
SIZE
LL
U)
ALUMINUM FAN WHEELS
0
W
EXTENDED CONDENSATE PAN
REMARKS:
-r2&Q Om
CPZOhA4.L0X,
CW 2c=m/-\LOV.
i=-4G EEC) - 03
E4coeo-c�S
L U 1,4 -c)4 -OS-
LUW-04-OS
1k
0
AIR 'HANDLING
UNIT
SCHEDULE
UNIT DESIGNATION
AHU-1 THRU AHU-12
UNIT TYPE
TRANE9 TORRIVENT
LOCATION
ROOMS 1061206t306
120v2209320
OPERATING WEIGHT LBS.
300
DESIGN AIR ACROSS COIL C. F. M.
1080
ENTERING AIR T EMPERATURE OF,
D. B. W. B.
55
W
ENT./LVG. WATER TEMPERATURE
4
OF
1801160
<�-
, TOTAL CAPACITY, B.T.U./HR.
819000
0
WATER FLOW, G. P.M. MAX.
8.1
0
WATER PRESS DROP ACROSS COIL.
FT. OF H20
0.5
NUMBER OF ROWS
2
CONNECTIONS
2 '/2" (SAME SIDE)
TOTAL AIR, C.F.M.
1080
co
EXTERNAL STATIC PRESS, IN q OF Hp 0
0.90
z
<
FA N MOTOR H. P. (NON OVERLOAD)
3/4
I
FA N MOTOR, SPEED t R. P.M. MAX.
1647
ELECTRICAL SERVICE AVAILABLE
480/30/60
REMARKS:
HEAT EXCHANGER
UNIT DESIGNATION
LOCATION
PENTHOUSE MECHANICAL ROOM
WATER FLOW9 GPM 7WR/COWO.
NOZZLE SIZEj INCHES
OPERATING WEIGHT, Lbs.'
2825
7
�_DESIGN MANUFACTURER ..-4.-.BALTIMORE
AIR COIL
MODEL No.
REMARF% -U .
ENERCHANGER
216 - HP - 155
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241W WOOD Wl'P01
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ARCHITECTS & ENGINEERS
-r47A%?A% t LU
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A A - JOB NUMBER:
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", -- 6 41 D AWN BY: DAT E: M a y 18,19 81
1709 New York Avenue, N.W. -6vo -, P� 1 .0
a - -D 1,� $
TOWN OF R Y NEW YORK
WW STAMFORD, CONNE(C-TICUT Washington, D.C. 20006 CHECKED BY: R E VISE D: S E PT. 1, 198,4070-1-1
M I
LEGEND
SYMBOL
ABBREV
DESCRIPTION
SD wnw��
Sb
STORM DRAIN ABOVE FLOOR
�=wSDwmm�
SD
STORM DRAIN BELOW FLOOR
S/W
SOIL OR WASTE ABOVE FLOOR
S/W
SOIL OR WASTE BELOW FLOOR
V
VENT
cW
COLD WATER
HW
HOT WATER
GV
GATE \iALVE
GL.V.
GLOBE VALVE
CH.V.
CHECK VALVE
P.'R.V.
PRESSURE REDUCING VAQVE
R.V.
PRESSURE RELIEF VALVE
PTR.
PRESSURE -TEMPERATURE RELIEF VALVE
PS.
PRESSURE 'SWITCH
A2
PG.
PRESSURE GAUGE W/GAUGE COCK
T It
THERMOMETER
REDUCER
STRAINE R
UNION
VALVE IN RISER
F.C.O.
FLOOR CLEANOUT
W.C.O.
WALL CLEANOUT
HB'
HOSE BIBB
VTR.
VENT THRU ROOF
G.C.O.
GROUND CLEANOUT
RWL
RAIN WATER LEADER
C.O.
CLEAN OUT
ROYAL EXECUT
STAMFORD
a -
E
FIXTURE CONNECTION SCHEDULE
I
DESCRIPTION
DRAINAGE ; _c=
WATER CLOSET
WALL �MOUNTED
HANDICAPPED
WATER CLOSET
MEN
WALL MOUNTE D
Mumma
COUNTER TOP
HOSE BIB13
FLOOR DRAIN
J
FLOOR DRAIN
P-TRAP
ROOF DRAIN
(BOTTOMOUTLET)
----------
SERVICE SINK
TRAP-"$" TYPE
WALL MOUNTED
ELECTRIC WATER
COOLER
WALL MOUNTED
RobF DRAIN
(SIDE OUTLET)
NONNI;
DOME WITH SEE NOT�
GRAVEL STOP # 8
MENEM
MENEM
I-
11
IN
MIII1015111 1 1111111111
i 711hl
EQUIPMENT SCHEDULE
- ----------
NAME
QUANTITY
DESCRIPTION
E LECTRIC WATER HEATER
THE ELECTRIC WATER HEATER SHALL BE SUITABLE FOR 150 PSI
WORKING PRESSURE. THE STEEL TANK HEATER SHALL CONFORM TO
A.N.S.I., STANDARDS AND SHALL CONSIST OF INSULATION* ANODE
RODAUTOMATIC TEMPERATURE /PRESSURE CONTROL,U.L.
APPROVED HEATING ELEMENT, OFF -ON SWITCH, HOT AND COLD
(SHALL BE EQUAL TO RUUDS)
WATER CONNECTIONS� AND CORROSION RESISTANT LINING.
RP 30 P4-1
30 GAL. TANK CAPACITY, HEATING ELEMENT=2,000 WATTS 480V.
FIRE PUMP
THE FIRE PUMP SHALL BE A HORIZONTAL SPLIT -CASE, SINGLE STAGE
ELECTRIC MOTOR DRIVEN UNITON A STURDY FABRICATED STEEL
BASE PLATE. TESTED AND CERTIFIED BY UNDERWRITERS
LABORATORY. THE CAFACI TY SHALL BE 750 GPM@ 116 FT. HEAD,
1,760 R PM t 48OV, 34,30 H P S HALL BE EQUAL TO PEE RLESS 5AFI 3
COMPLETE WITH RELATED ACCESSORIES.
FIRE PUMP CONTROLLER
THE CON -TROLLER SHALL BE OF THE COMBINED AND AUTOMATIC
ACROSS -THE- LONE, TYPEWIRED FOR 48OVOLTS,30HP MOTOR
SERVICE. FLOOR MOUNTED TYPE AND SHALL CONSIST AS
FOLLOWS: DISCONNECT SWITCHCIRCUIT BREAKERtMOTOR STARTER -
CAPABLE OF BEING 'ENERGIZED AUTOMATICALLY BY PRESSURE
SWITCH OR MANUALLY. PRESSURE SWITCH- SET TO CUT IN@
80 PSIG AND OUT 0 96 PSIG. *RUNNING PERIOD TIMER- SET TO
KEEP MOTOR RUNNING FOR MINIMUM OF 7 MIN.,PILOT LAMP
AMMETER /VOLTMETER TESTING --CONN.,ALAlRM
SELECTION STATION, AND PROVISION FOR ALARM SIGNAL,
WHEN THE PUMP IS RUNNING.
JOCKEY PUMP
SHALL BE EQUAL TO AURORA MODEL 934 PUMP
SIZE = D03. GPM = 2.5. TOTAL DYNAMIC HEAD a 127 FT
(55 PSI). HP c 1/2, 4500 RPM. 480V, COMPLETE WITH
PRESSURE RELIEF VALVE.
CONTROLLER FOR
I
WALL MOUNTING TYPE. ACROSS THE'- LINE TYPE.
JOCKEY PUMP
FUSIBLE� DISCONNECT SWITCH WITH RUNNING PERIOD
TIMER. SIZE FOR 1/2 HP MOTOR. WIDTH= 16% HEIGHT= 26".
DEPTH = 7 COMPLETE" --WITH HOA SELECTOR SWITCH,
FUSIBLE DISCONNECT* THERMAL OVERLOAD RELAYS
PRESSURE SWITCH (MERCOID) EXTERNAL RESET BUTTON,
L
I
MAGNETIC CONTACTORINEMAI ENCLOSURE.
8. LARGE DOME, SIDE. OUT LET, EQUAL TO JOSAM 21010 SERIES
L;i ALL WASTES PI PING SHALL BE SLOPED 1/4 PER FOOT
COATED CAST IRON LEVELEZE ROOF DRAIN, LARGE POLY-
TOWARD THE DIRECTION OF FLOW.
PROPYLENE LOCKING DOME, WEJLOC NON- PUNCTURING
CLAMP RING WITH INTEGRAL GRAVEL STOP, ADJUSTABLE
2.ALL STORM DRANAGE PIPING SHALL BE SLOPED 1/4" PER
TOP WITH' WIDE ' ROOF FLANGE, LARGE SUMP WITH AN-
FOOT TOWARD THE DIRECTION OF FLOW.
CHOR FRANGE AND SIDE OUTLET THREADED CONNECTION.
3. ALL BLACK STEEL PIPE BELOW GRADE SHALL BE
WRAPPED AND COATED WITH COAL TAR ENAMEL.
_4PROVIDE PIPE SLEEVES AND SEALANT TO ALL PIPING
PENETRATING FLOOR'S SLAB AND CONCRETE WALL.
.5.ALL PIPING ABOVE FLOOR SHALL BE SUPPORTED
WITH PIPE HANGERS.
6-PROVIDE DIELECTRIC UNION TO JOINT CONNECT ION BETWEEN
COPPER AND STEEL PIPE, OR ANY JOINT OF DISSIMILAR
METALS.-
7 LARGE DOME, BOTTOM OUTLET EXPANSION 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 AOINT WITH
BRONZE SLEEVE, PACKING GLAND WITH BOLTED PRESSURE RING A14D BOTTOM
OUTLET THREADED CONNECTION.
110
ARCHITECTS & ENGINEERS
0 N N E C T Ko 1 ;" U T 1709 New York Avenue, N.W.
Washington, D.C. 20006
or- SHEET NUMBER:
LEGEND, SYMBOL Ek SCHEDULE
NO SCALE
YA
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DRAW N BY: W. G. DAT E: MAY 18 9 81 IJOB NUMBER:
\I-e, 4
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V", REVISE
qss�,04 CHECKED BY: A.B . 4070-1-1
lrodiglaaf I SE FT. 1, 19 81
N
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NOTES
ALL STORM DRAINAGE AND WASTE
PIPING BELOW GRADE SHALL BE
RUN TO CLEAR FOOTINGS BY
1- 0 MINIMUM.
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CHECKED BY- A. B.
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DATE. MAY 81' JOB NUMBER.
REVISED
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ALL STORM DRAINAGE AND WASTE
),04 �577-- C� PIPING BELOW GRADE SHALL BE
RUN TO CLEAR FOOTINGS BY
41P 4
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K,
MINIMUM.
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S, oo-,�V- 3 5 A'\!." 4; DATE.
1709 Now York Avenue, NX REV&D
0 CHECKED BYzz A. B. 1 4070-1-1
TV ng . SEPT 1, 198
TO W N OF RY Eq NEW """Ml( STAMFORD, CONNECTICUT Washl ton, D.C. 20 06
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ARCHITEQTS & ENGINEERS
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DRAWN BY: W.G. DATE: MAYPjlt98j, �1401iRUMBEW-
1709 New York Avenue, N.W.
REVISED, J,4W01_
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Washington, D.C. 20006 CHECKJED BY,:A.8.
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L EXECUTIVE PAR K ARCHITECTS & ENGINEERS
-1981 JOB NUMBER:
DRAWN BY: Lcz- DATE: MAY 18,
1709 New York Avenue, N.W.
REVISED'-SEPTAml 4070-1-1
TO WWW N OF RYE, NEW YORK STAMFORD, CONNECTICUT Washington, D.C. 20006 CHECKED By: Al(gr
E
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