8738 CERTIFICATE OF OCCUPANCY
TOWN OF QUEENSBURY
WARREN COUNTY, NEW YORK
Date _19
This is to certify that work requested to be done as shown by Permit No.
has been completed.
This structure may be occupied as a Light; a.rtuf acturing Cp.rc:
(-And 1-ari.10.10(-T7
0(f. •17. OE. ion to oav . )
location 2 C :'''')Eacrj-
T 17. (7` C: a iC
Owner
By Order Town Board
•
TOWN OF QUEENSBURY
- ,
Building & Zoning Inspector
CREATIVE •INSTA'• PRINTING. GLENS FALLS. N`I 12801 1518)793-5658
BUILDING PERMIT
TOWN OF QUEENSBURY 8738
No.
WARREN COUNTY, NEW YORK
PERMISSION is hereby granted to USCI Division, C. R. Bard, Inc.
OWNER of property located at 266 Bay Road Street, Road or Ave. H
in the Town of Queensbury,To Construct or place a Alteration to light mfg. plant H'
at the above location in accordance to application together with plot plans and other information hereto filed and
approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. I-•
O
1. OWNER'S Address is
266 Bay Road
Glens Falls, New York
2. CONTRACTOR or BUILDER'S Name
bi
AMG Industries
of
3. CONTRACTOR or BUILDER'S Address H
53 Luzerne Road
Glens Falls, New York
4. ARCHITECT'S Name
5. ARCHITECT'S Address o
•
Cs)
II
6. TYPE of Construction—(Please indicate by X)
0
( I Wood Frame ( ► Masonry ( )Steel ( ) -
7. PLANS and Specifications
modification to exhaust spray booths per
No. specifications and application submitted.
8. Proposed Use (D
X"l-h N
Light Manufacturing Plant '�
Cardiology and Radiology Products
$5. 00 C/O Paid rt 5 rt
o N-
$ 120. 00 PERMIT FEE PAID —THIS PERMIT EXPIRES March 1 19 89 1- H
Fi .i-h
(if a longer period is required an application for an extension must be made to the Building and Zoning inspector of the A) N.rt
town of Queensbury before the expiration date.) '< 0 0
Sv
b' rt N
Dated at the Town of Queensbury this 3 0th Day of August 19R d D O Q
rt � �
rt
SIGNED BY ct. for the Town of Queensbury . 0
Building and Zoning Inspector
•
TOWN OF •UEENSBURY
(Space inside block to he filled in by
WARREN COUNTY, NEW, YORK • Building Inspector)
Application for Application No.
pP 1 Permit Issued Iq
BUILDING AND ZONING PERMIT Permit Expires. . I.
7.(min� District .71 A 6 75
•
THREE (3) Copies of a PLOT PLAN, Drawn to scale -\i'Iini`c•cl I"
showing the actual dimensions of the lot to be built lleniar)5
upon, The exact size, and location on the lot of the
building to be erected or altered MUST BE SUB-
MITTED WITH THIS APPLICATION.
D 5 9 /c' y d O, z Z 8/20/84 TOHWN OF OUEEP.J
�- -23, of 5 02, DATE �Ir ,..
11.
A PERMIT MUST BE OBTAINED. BEFORE BEGINNING WORK
ANSWER ALL OF THE FOLLOWING. (to i7 ' V iti:
The undersigned.hereby applies for a permit. to do the following work M i�c-�J CC)...... .-
which
will be done in accordance'with the description, plans and specifi-
cations, and such special conditions as may be indicated on the permit. E, E 1. A r I r f' x�I. ,. , t
The owner of this property is: . k''.
USCI Division, C. R.• Bard, Inc. , 266 Bay Road, Glens Falls, New York 12801
INA''E) (P.O.ADDRESS)
The person responsible for . supervision of the work insofar as the Building Code and the Zoning Ordinance apply is:
Keith D. Jablonski, USCI, Glens Falls, New York, 12801
(NAME) (P_0.ADDRESS)
Name of Builder AMG Industries Address 53 Luzerne Road, Glens Falls, NY 12801
Name df Plumber --- Address ---
Name of Mason --- Address ---
Lot Number --- Unit --- Estimated value of proposed work S 60,000.00
Name of Village .Queensbury •
Name of Street . .2..... .BX
• .Rod a , G n les:Falls,. N.'.Y, , , , . . . Side of street: north 0, east 0, south ®. west El• •
Nearest Cross Street .quaker Road Distance from this cross street . . . .1,000 Ft.
Property is north ®,south ❑,east 'i, west. ❑from Cross Street
If on Corner, which corner, northeast ❑, northwest ❑, southeast D. southwest
. (Designate by marking with an "X" in the correct space.) •
NATURE OF PROPOSED WORK OCCUPANCY
❑ Construction of a new building. Main Building
❑ Addition to a.building. _ . One-family dwelling . El
El Alteration to a building. Two-family dwelling El
El Demolition of a building. -family apartment house E.
Store building • ❑
• -car attached garage El
Other: Manufacturing. 4. Offices . . . . . . . . . . . . . .
Modification to Exhaust Spray Booths Accessory Building
. One-car detached garage ❑
(] Other work. Describe Two-car detached garage ❑
- Private chicken house ❑
_ Private storage building . ❑
Other: Manufacturing .&.Off.i,ces
ZONING SPECIFICATIONS. Fill in for new building, or addition to existing building,or a change of occupancy.
s Indicate on the plot plan street names, the location and
size of the property,the location, size and setbacks of pro-
NORTH posed buildings,and the location of all existing buildings.
Show proposed buildings) in dotted line and existing
QUAKER ROAD I uilding(s) in solid line.
Size of property ft. x ft.
a) Size and use of existing buildings, if any
o o.
w x X D
ill H < m Size of proposed building ft.x ft.
o Height (from grade to ridge) ft.
z
Front yard ft.
. Side yards ft. and ft.
GARRISON STREET Rear yard ft.
SOUTH If on corner,setback from side street ft..
Note: All distances are net, as measured from street side
line to nearest part of,building. •
(OVER)
7-73—N
(cont'd.)
BUILDING SPECIFICATIONS., •
Kind of construction: Wood frame, fire safe, etc.?. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Will any second-hand lumber be used? If so, for what2
Material of foundation walls Thickness
Depth of foundation walls below grade Continuous foundation? •
Will there be a cellar? If so, material of cellar floor
Type of roof: Sloped or flat? Material of roof
Size,wood studs " x ", spacing "o.c., length • ft.
Size, floor beams, 1st floor " x ", spacing "o.c., span ft.
Size, floor beams, 2nd floor " x ", spacing "o.c., span ft.
Size, ceiling beams " x ", spacing "o.c., span ft.
Size, roof rafters or beams "x ", spacing "o.c., span ft.
Exterior finish With what material?
Finishof interior walls
If garage is to be attached, of what material is wall between garage and main building to be constructed?
Is there to be an opening between garage and building?
Kind of heating system Oil burner or coal?
Will a flue-lined chimney be provided? Depth of chimney foundation below grade
Height of chimney above roof
Will there be a fireplace? Depth of fireplace hearth
Will a toilet be installed
Will a kitchen sink be installed and connected to water supply?
Water supply (public water supply or pump)
Distance of cesspool from any private well feet
Will drainage system be provided with required traps, cleanouts, and vents?
Town of Queensbury AFFIDAVIT
County of Warren
State of New York
I swear that to tz•b r of my knowledge and belief the statements contained in this application,together with the plans and specifications sub-
mitted, are a true and co.,.plete statement of all proposed work to be done on the described premises and that all provisions of the BUILD-
ING CODE,THE ZONING ORDINANCE,and all other laws pertaining to th ro sed work shall �comppllied�i,'fit,whether specified ora Jnot,
and that such work is authorized by the owner.
�� /411 U/ /2. /e
Sworn to before me this Signature .Jr fr fL � TO 8/
OWNER,OWNERS AGENT,ARCHITECT ONTRACTOR
day of 19
NOTARY PUBLIC. WARREN COUNTY. N. Y.
SPECIAL CONDITIONS OF THE PERMIT:
•
By •
BUILDING DEPT.COPY OF APPLICATION FORM 46-EL,NEW YORK BOARD OF FIRE UNDERWRITERS.
FILE THIS COPY WITH BUILDING DEPT.WHEN REQUIRED.
TEMP.# DATE
•
CITY OR
VILLAGE GLENS FALLS TOWNSHIP QUEENSBURY COUNTY WARREN
STREET AND NO.OR
ROAD AND POLE NO. 266 BAY ROAD POLE NO.
BETWEEN WHAT TWO
CROSS STREETS IS y�
PREMISES LOCATED? BAY ROAD i QR ROAD SECTION U 5/BLOCK LOT / /
OCCUPANT'S BUILDING
NAME USCI DIVISION, C. R. BARD, INC. OCCUPANCY LIGHT MANUFACTURING it OFFICES
OWNER'S NAME
AND ADDRESS iQSCI, 266 BAY ROAD, GLENS FALLS, NY 12801 TEL.# 518-793-2531
CURRENT
SUBYPPLIED •
NIAGAR.A MOHAWK FROM THEIR MYRACUSE OFFICE
BUILDINGDEFECTS
WNEW❑ OLD IS
NEW ADDITIONAL❑ REMOVED ❑
LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED
•
No.NUMBER OF OUTLETSof Fixtures& MOTORS HEATERS BRANCH
LampReceptacles CIRCUITS OFFICE USE
Loco- ONLY
lion Side Attach't H.P. Watts A.W.G.
Ceding Wall Recep'Is Switch Pendant Bracket No. Type Each No. Each No. Gauge INSPECTION
Out- EXPLOSION
side •
3 1 pR11117 15 n
Sub-
base
•
Base-
ment
1st Fl.
2nd Fl.
3rd Fl.
REMARKS: LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: DO NOT USE THIS SPACE.
This application is intended to cover the above-listed equipment to be inspected but if at time of inspection there is found additional equipment not above listed,
you are authorized to make the inspection and adjust the fee to cover the additional equipment,as provided by the applicant.
SIZE OF ELECTRIC SIGN TOTAL
MAINS N/A
/A FEEDERS R/P LAMPS R WATTS
CHARACTER EXPOSED GAS TUBE SIGN
OF WORK SigagMMKTRANSFORMERS OF NONE VA
NEW TAL �ORWORK TO
STARTED BE SNONE ER/ 1984 COMPLETED 9�84 SIZE OF SIGN (CAPACITY)
SERVICE OVERHEAD UNDERGROUND MAKER
ENTERS
BUILDING X OF SIGN NONE
INSPECTION REQUESTED
ON OR AS POSSIBLE NEAR AS SEPTR, 1984 NEW ® OLD I I
AVOID DELAY BY GIVING FULL AND ACCURATE INFORMATION. ALL SPACES MUST BE FILLED IN OR APPLICATION MAY BE RETURNED.
PRINT NAME AND ADDRESS wigirTH JABLONSEI, PLANT ENGINEER,
NAME OF DATE
APPLICANT FOR USCI DIVISION, C. R. BARD, INC. APPLICOATION 8/22/84
•
STREET ADDRESS 266 BAY ROAD TELEPHONE# 518-793-2531, Ext. 212
CITY OR ZIP LICENSE NO.
POST OFFICE GLENS FALLS. NEW YORE CODE 12801 WHEN APPLICABLE
46 EL(REV.1/84) A SEPARATE APPLICATION MUST BE FILED FOR EACH SEPARATE BUILDING
•
•
•
TOWN OF•QUEENSBURY
Building Department
•
Inspectors Repot • Date i' :%6 gc,/
Name c
Location n?t, („ 44.y rzcl
. Permit No. s.-7 a . I Weath
�1 �� q 617 a� emarks
Excatia tl on
Footing Forms
Footing & Piersc �'
Foundation
Cement Coat
Waterproofing
Backfill
Final Survey
Framing •
Sheathing
Roof Felt
Roofing
Siding
Masonry Veneer
Rough Plbg. /
Relief Valves /
Wall Board
Ext. Porches
Finished Floor /
Interior Trim /
\\ .
Stairs & Railings /
Cellar Dr. Tile
Concrete Floors
Plbg. Fixtures
Gar. Fireproofing
Door Closers
Chimney •
Water Meter Inst.
Septic Approval
Floors
Insulation
Foundation
Walls
Ceiling
Building Inspector
REMARKS
6A—c_
(., a is
•
i-f13("/
__.15
5CHEMATIG OF PRYING H0005 9 OVEN5
E-:X"U5TING THRUTHE ROOFTOP HEAT
1ZEGovERY U N IT To F-XHAU5T
STACK eM 155(ON PO(NT 00048
SCHEMATIC INSIDE BLDG.
NO SCALE
i
I P- I ST 20O F TOP
I HEAT RECO VE 2y U N (T
ON 3LDG -* 1
EX1 ST. CENTRIFUGAL FAN
,SEE PARTIAL PLAN
FoeSUPPop,r DETAIL-s
i
i
�I
i
I
i
I
N EW F_Vi4"SE FRAM
EZEGI^N64ULAR. FLEX.
CONNECTION AT FAN
015CH A2�-,>= TO ROU N D
5TP.0 K -
PLAN VIEW
NEW EXHAUST STACK
I1411. 1'-0" -
.. ..kx -
w.
-•+E�IIIISSkI om
TOP ELEVATION OF 25
STACK TO MATCH -
POINT
TOP ELEVATION OF 3¢
5TAGK C 1,e . 40 AF.�
00048
TOP OF DUCT l5 APPR.OX .
Z4'-&" A.F'G'.
SHEET MErAL,4
b
STACK MANUFAGTUREP-
GONTR,A,T0 P-
R.ESPoN51 BI LITY-
RE5PoN5)5ILITY
DUCT ON TOP
DISCHARGE
PI PE B / STACK
OF H EAT RECOVERY
a
NEW 511-^GK MANUFACTURER.
UN IT
10, 733 5(--FM
v5E 5AME
MATERIAL. A5
STACK.
E,X15T ROOFTOP
EXlfr 7%Z HP
Z5" I.ID
H EAT RECOVERY
MOT02T0 HE
GUY 5TAGK
UNIT
REPLACED
ON SLOG. ' 1
WITH N EW
15 H P MOTOR �
SEAL JOINT
�— PVG TYPE. 'D
-t"OP OF Wcnx 15'S
EXIST.
LINING W,/2„
15 APP20X .
ia'-�" s►..FG . --�
FAN O
_
., ,-
�� �_'
PVC D2A I N
END] NC. W/CAP
ROOF DECK OF
BL DG. # 1 15
APPR.OX- 13'-2"
A5ovE FNIEHED
GRADE (A.FG.�
SECTION ��B
G 8 x I l. 5 (TyP) 3
4 H 5
f3ol�t5
3_13/ t
TO 5U IT EQU I P
cBXII.S • 4-440H.5.
1: gOLT5.(7YP.)
I 1
EVA5 E e 5T,",C K
3 ELBOW 5UPP0RT-
C.8 X 11,5
1 -_
(T),P )
Cam' f 1,
DUCT -- -
1
IUCT SUPPORT
AS REQU I RED
y.
k
TyP 1-
3/f.
2 - 1/2 "A. B,
(TYP)
I
"a RouT
(TyP)
o,
rr��l
0
CO M PACTS D
(95`o)GRANULAR
MA rLIAL
a
X �x
x
S4 5A5E
IE (TYP.)
-7YP)c oe
18" J o
(TYF
CTYP)
SECTION
� i2 '�. 1 � O" MSi MS•
i
Z'`TYP. 20 20
Cox11.5
IfT1 '_T
i2 3/5„
- E3OLT5
+ _ •
G8x1I5--
E30LTS , TO P
4 Ekl7lrr.
,SEEr�- EcVTION 1
I
I I
. jYP 1- 3 I. 33,. i
4-3
ION 3
SECT"
14
A
11
) o' 5"
SECTION 2
1/2" = 1' p" $-I MS
i�
1
ST^C-K FACE OFADJ. F3LDG. -----�
0
�1 -Y,4P Pop - EXIST C&x8.2 BELOW `
FACE OFADJOINING
-------- - T --------- EX15T C8_ x 11.5 —
�x 5 W 15 BE0W +I
I I
7
MSr MS.
IL Z
I �
�T 7F
�
— - p
/\ FE O TOP
SHOWN FOQ ti
CLARITY- 4-1,
F-JC1ST. C$X11.5
EX15T WC®X155ELDW f�
E x 1ST. R00F TOP ; -
(QECOVERY N IT
I I 1
1 '- 0 3�1,:�,;' OI, TO
CON NE ON
1 II !O ATTACH 64UI0EST0 R00F STEEL
lD 1- O
F f OR COLLI M5 OF EX 15T ADJOi N i NC
BUILDINGS . F^T-C-H MASON 2Y
-PARTITION5 AS 2E0UIRE0. �-
t 2 G- 0"-I-•
NEW EXHAUST SYSTEM
STRUCTURAL SUPPORT PLAN
N.T 5.
5TAGK
GON N EGT'iON
N.T.S.
5
kGK
if ll.
a
USCI CARDIOLOGY 4 BMUML
_ HECKED
266 BAY ROAD
v ►-+ I
GLENS FALLS, N.Y. SCALE SHEET 2_Oi
AS NOTED 2 SH E E TS
;ATHETER COATING AREA EXHAUST UPGRADE DATE PROJECT Nf.
ROOF TOP HEAT RECOVERY SYSTEM STACK 83-118,
Ll
PFKN,\
CONSULTING ENGINEERS NEW HAMPSWE
WATERTOWN, REV. no.
NEW YORK O
W". - -
1.
STRUCTURAL 0ESIG_,T CRITE -f-A • -_- `'t -
F—X 15T.
DI5Ct-
51ZE i
BLA5T GATE
DAM PEI2 (TY R
E^CH E,xHAU
c o N N E.GT10N
CI=N TER I_. -I N E
R,ADIU5 TO BE
2 1/2 rim E5
f=L-50W DIAM E
"N N
— SCHEMATIC I2-r--PRE!5BNTA7-IONJ
OF }3 LJ ► L-DI N G * 1 50 UTH
WA L-I .
(ACTUAL- WALL HAS 5EVER^L-
PROTRU DI NG PI LASTEPS )
;MISSION
IOINT
TYPIGAL. FOP- ALL- /LISoM�X. EXIST. \ ( 0 ( SETT-G -r IN
ELBOWS
PVG
GASKET �E FAL NOTE ; O PEN I NG 70 MATCH
/ALL A RO U N ED 1= x 15T1 N G ExHAL15T
FAN 5I ZE
I. MAXIMUM VERTICAL LOAD TO EACH PIER FOUNDATION SHALL NOT EXCEED
12000 LB-
2. MAXIMUM HORIZONTAL LOAD TO EACH PIER FOUNDATION SHALL NOT EXCEED
700 LB.
3- MAXIMUM OVERTURNING MOMENT TO THE NEW EXHAUST FREE STANDING STACK
FOUNDATIUN SHALL NOT EXCEED 62 FT -KIPS, THE WEIGHT SHALL NOT
EXCEED 5 KIPS, AND THE SHEAR SHALL NOT EXCEED 3 KIPS•
4• MAXIMUM VERTICAL LOAD FROM THE ROOF TOP STACK SHALL NOT EXGEED G
KIPS AND THE CABLE FORCES SHALL NOT EXCEED 2.5 KIPS EACH.
STEEL NOTES
D 1- ALL S11 TRUCTURAL STEEL SHALL CONFORM TO ASTM A 36 UNLESS NOTED
° I ° 2• H[GN STRENGTH BOLTS SHALL BE GALVANIZED AND CONFORM TO ASTM A 325-
O LOCK NO 3• ANCNOft BOLTS SHALL CONFORM TO ASTM A 307 OR A 36
I
1
` , "-��^ ����• •• u'• 1-1 1 I gi I PI N 4- WELDING ELECTRODES SHALL CONFORM TO AU-3 E 10
('I-YPIGAL BOTH 51 DES
OF F,;kN) FLE-C TO BE ( 5• ALL CONNECTIONS NOT DETAILED SHALL HAVE A MINIMUM OF TWO V4"
MADE OF PVC - I `= Q
o D IAI'ETER BIOLTS OR WELD DEVELOP [ NG NOT LESS THAN 10,000 POUNDS
USI lU U S • �,
,.ram-•m.++^
.. ., '„dam .._. .:,.;:»:, -+. - .Ri.� .p. 1..S... `..a•-+.::. A.r.':'�.r Mr.+_ .j ... - f ,. r
ESA/ EICHAI! r SYSi� M_ 6. MISCELLANEDIS ANCHOR BOLTS AND FASTENERS NOT INDICATED BUT RE -
I - QUIkED FOR ANCHORAGE OF EQUIPMENT OR MATERIALS SPECIFIED, SHALL RE
I PROVIDED AS RECOMMENDED BY MANUFACTURER OF [TENS.
1• WELD SYMBOLS SHOWN DO NOT DISTINGUISH BETWE�N FIELD AND SHOP WELD -
I I ING• CONTRACTOR SHALL PROVIDE AS MUCH WELD NG AS PRACTICAL IN
SHOP. CONTRACTOR'S SH-OP DRAWINGS SHALL DISTINGUISH BETWEEN FIELD
Q ° AND SNOP WELDING.
EMISSION
S. FURNISH AND INSTALL NONSHRINK GROUT USI116 "EMB:ECO PRE -MIXES
POINT ..
SLIIllNG GROOT', BY IM5TER BUILDERS COMPANY OR Eat1I A .ENT ~TINDER ALL BASE-
00024 DAMPER. PLATES. GMT SHALL HAVE A COMPRESSIVE STRENGTH 6F AT 4LEAST 4,000
HANDLE PSI-
9- CLEAN STEEL BY SANDBLASTING- REMOVE ALL RUST AND MILL SCALE.
PRIME STEEL PITH CARGO ZINC 11, COLOR GRAY OR EQUAL. PAINT SHALL
„ BE AMIED TO PROVIDE A DRY FILM THICKNESS OF 2-3 MILS.
MOTE : F-oQ CL-^12JTY 'T"H E EXIST.
rc:*fF—D 16 NOT SHOWN )N
TH15 ELEV^7I0N .
000
9OUT
20c� 24�
30°MAx
(TYR) —
GLEAN (8';�
ouT
DOOR.
COMPACTED (95 %)
C,RAN U LAP- TE AL
/ TYP. )
2 "FLOOR DRAIN PIPED PVG) F9 L-TEiL
TO BOOTH 51 DE of I W-A Ar,GE55 0002
GR.4&, ►BE.R eN DI NGi 1NITH GAP
(TYR OF 3) 6,'H►6H x4'WIDE
ACCESS MOO;Z
SOUTH ELEVATION NEW EXHAUST SYSTEM
+1 Al i2-
0
SHEET METAL
STACK,
34 � 1.0.5TAGK
CONTRACTOR
RESPONSIBILI
MANUF R
2E5PON
REQ D -
SIBILITY
TO BE 40ABOVE
DISCHARGE PIPE6`l
FINISHED GRADE
5TAGK MANUFACrLJRER.
USE SAME MATERIAL
5E, L- JOINT
A3 STi4CK
!
PVC 'TYPE D LI N I NG
3' x 3 ESS
oocmz
„ 1?_"F,VG DQAIN
FENDING W/CAP
L5ETTu NG
CHAMBER
^X LA L- FAN
1 1 MOTO
v 4 4-CIRCULAR
-fIFS @ 12
fit
THIS SY
WHERE
I NTERFP
Equ I PM
cooIzDI r
OF 5TI FF
WITH EXI
EX 15T 5
51 DI NG
EXIST. H4
51DIN&
I_X15T C
EVASE
SOUTH FACING WALL-
0 F FSLD� I
BLAST GATE DAMPER
N T5.
I \ EVASE 5UPPORT I
6-0 59 lu
sh------------------------ ---- -F^t-4 5UPPOP-T
CONCRETE AND REINFORCING STEEL NOTES
I. PROVIDE SETTING TEMPLATES TO POSITION ANCHOR BOLTS PRIOR TO
PLACING CONCRETE OR GROUT. '
2- ALL REINFORCING STEEL SHALL CONFORM WITH ASTM A 615, GRADE 60-
3• REQUIRED CONCRETE COMPRESSIVE STRENGTH (F'C) AT 28 DAYS IS 4000-
4• ALL EXPOSED CONCRETE CORNERS SHALL HAVE 3/4 INCH CHAMFER.
5• REINFORCING CONCRETE COVER SHALL BE 2" EXCEPT 3- WHEN DEPOSITED ON
OR AGAINST EARTH -
FOUNDATION NOTES_
i� -#85 EQUAL :51AGK ELBOW
5FAICI>ED - - --- - - - - C�"`II 5 n '� �� SUPPORT 1. ALL FONNOATIONS ARE TO BE PLACED ON NATURAL UNDISTURBED SOIL•
BLAST GATE DAM PER
NOTE', EACH BLAST GATE
DAMPER 51-4ALL BE
INSTALLED IN G" ± LONG
PI ECE OF DUCT WH IC.H SHALL
BE EASI LY p F-_MOVED FOP2
GL_ EAN I NO -
2.E4)LJ I RED SEP,\/ICE
CORRIDOR CLEARANCE
BETWEEN SETT-LI NC-
Ci-i MBE 2 AND EaC I5T.
5HE.D COLUMNS -
THEzE NG
�TFORHMUST BE MODIFIED
o
NEW7aACLOOATE
ip,AL SUP?��
,n �3 2• BACKFILL SHALL BE THOROUGHLY COMPACTED TO 95% MODIFIED PROCTOR
_ � $TACK DENSITY•
�— -� -- — — - _
y -0 axp REQUIRED SAFE ALLOWABLE SOIL BEARING PRESSURE 2500 PSF •
1 X 5 .�--
EXI5TING PLATFORM To SE MODIFIED AND SUPPOIZrED —'
Flom NEW SU PFIOPTS AS 2iE-:0U 12E_D TO FRO- VIDE WALK
BEH I ND N EW SETTLING CHAMbE2-
NEW EXHAUST SYSTEM - STRUCTURAL SUPPORT PLAN
4
r
n
U S C I
CARDIOLOGY & RA
#��+•T•$
it
�'
K
f
I� 1-',-
266 BAY ROAD
GLENS FALLS, N.Y.
SCALE
AS NOTED
SHEET ( OF
2 SHEETS
TER COATING AREA EXHAUST UPGRADE
DATE
PROJECT NO.
CAT14
83-1185
RAY BOOTH EXHAUST
SYSTEM & STACK
MAIN
GLENS FALLS,
DItAWINji _.
M
on
.,�.., ..,..,•,
MATCH LINE
WOODED AREA
PARKING AREA gL.
I C' ,
7
s
MATCH LINE
- - - --------------- . . ........................... . . . ......... ^---- — —
PARKING AREA
1
LEA
® NEW ROAD
—� EXISTING ROADS
.....�.
M
5 1
7 USCI, A DIVISION OF C.R.BARD INC.
PLOT PLAN
I
S a e I :30' Da-e DEC- 1"2
HAANEN ENGINEERIN113 D_31 -3-1
,,. c--•aa-,e.- PE
--�-
ppv,<,,�;�nr