2166 _ 77 ,
CERTIFICATE OF OCCUPANCY
TOWN OF QUEENSSURY
WARREN COUNTY, NEW YORK'
Date ii rc h 19
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`y"F t."""Y i e tea" 4,tt.,E"I#.�?:.,:+.. .3 T_ u ,� .3.. ( �
This is to certify that work requested to be done as shown by Permit No. 166
has been completed
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This structure may be occupied as a Self- x-' y.} c e st tinn
Location Routg
Owner Zayre Cf3�`TT, oratio des c«r)
By Order Town Board
TOWN OF QUEENSBURY
P
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Building df Zoning Inspector
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BUILDING PERMIT
TOWN OF QUEENSBURY N
No. 2166
WARREN COUNTY, NEW YORK
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PERMISSION is hereby ) n
granted to prnpra ti on � � car p
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OWNER of property located at Upppr Glen Street. Route q Street, Road or Ave. 0
in the Town of Queensbury,To Construct or place a Gas Di n _n Si ncl Facility
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at the above location in accordance to application together with plot plans and other information hereto filed and Z
approved and in compliance with the Town of Queensbury Building and Zoning Ordinance.
1. OWNER'S Address is
Framingham, Mass.
2. CONTRACTOR or BUILDER'S Name
Ahles Pump & Tank Co.
3. CONTRACTOR or BUILDER'S Address
Verona, New York
4. ARCHITECT'S Name
5. ARCHITECT'S Address
6. TYPE of Construction—(Please indicate by X)
( )Wood Frame ( ) Masonry (X Steel ( )
7. PLANS and Specifications 30 feet by 72, feet O
No. Toilet and lajortory with Septic System
8. Proposed Use
Self-service Gas Station
5.00 CO Paid
$ 80.00 PERMIT FEE PAID —THIS PERMIT EXPIRES _May 1 197_
(If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the
town of Queensbury before the expiration date.)
Dated at the Town of Queensbu is L D of Npvemher 19-72--
SIGNED BY ,
for the Town of Queensbury
uilding and Zoning t ctor
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CERTIFICATE OF OCCUPANCY
TOWN OF QUEENSBURY
WARDEN COUNTY, NEW YORK
Date/kk�r l l 171 19'
This is to certify that work requebted to be done as shown by Permit No
has been completed
This structure may be occupied as a
Gay � ;, aci icy
Location ` cuIe 9. T or Glen aty—m l.,
Owner .a-y s Corpora i oh ( ssoy)
By Order Town Board
TOWN OF QUEENSBURY
A� Building &aoning inspector
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` ', CONSTRVC12YON.SPEC21'ICATI6N
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2AYRE GA6`OLxNE,D26PENS3:NG .FACILZTY
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THRiiL' GtJ1ND WIT 72 X 3Q' CANOPY ' -
y Town Of ueenslFury, warreri County. NY, !-
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h Gleiii Talls, Niir'York`12801
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lrchitect/Engineers BYs ERIK R♦ HANNER
tZAYRE CORP. —`GASOLINE DIViSiOh
GEORGE KURO$AKA FRABSINGHAtd, 'MASSACHUSETTS 01701 JI
Consult*Engr eer x;
._a.206 Glen Street:
GLENS FALLS;NEW YORK 12fib1N s Phone (617) ,630-2862
Phone 518 ,793 5010 t,ry j # , i k
` s Dates Daly 2, 1971
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1. General Conditions
2. -Special Conditions ;
3. . scope of Work
4, General Description-of Work
S. site Work
G . Gasoline storage Tanks '
7 . PwLmps and Piping
a. Electrical Work
9. Concrete Work
10. Attendant's Booth
11. Canopy
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12. Painting, and Miscellaneous
SF.C,7Ox 1 - GENTMAT, CONDITtONti
e, I'ne General Conditions of the Contract _for Construction of
Buildings" American institute of Architects Document AIA,
A201 dated September, 1967, or the latest edition are hereby-
made . part of thesespecifications as fully and to the same Ik
extent as if herein written out in full except as !modified
in the speciAl conditions or where they may be inconsistent
herewith.
b, :ne contractor shall enterinto s contract for the ,work as .
herein specified and as shown on the drawings on the
"Fanerican Institute of Architect" short form between owner
and Contractor Document AYA,A107.
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SZ=ION 2 -(continued)
The contractor shall be--reaponnihle that n11` hie nutcontrectorn
7�<e tlaiie6 as insurcd ;partict;in the ContraCtorIj. policies or have
provided for themselves, policies with the same-:coverage written
with companies acceptable to. the Owner and Contractor. .;
�. The owner shall obtain-. and pay for "Builders Riok Insurance"- ;
therefore the contractor shall be free ofIany; such .;eosts.
`. The contractor shall provide any temporary 'struetures for tools,
equipment, or material that:he deems ,neces ' ' i
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r, The contractor shall provide all tempdrary. lighti power,' and water
services which be or 'his subcontractors -require to execute the work.
A construction phone shall -be' installed, ,controlled, and paid for
by Lhe conP.racLcr.,
i,,. .r: Contractor shall thoroughly clean all equipment, glass, and
f1corr compleLion of all work.
�_`•'1 �.0:;_; . yJ.,...i3j c11111:i, : 7Q tli:ltls O:i: a-I+C'.Se 5pecificdtionS .;tRd t l
arrangement of -ti:e drawings are merely for. convenience and are not
intended to direct or imply the trades ,by''whom work must .be performed.
he division of the work shall be .thecontractor's responsibility.
;o e contractor may submit substitute manufactures of equipment or
- ...atcrials specified ,to the owner or -his representative for _approval:
No sut:stitutcs SISall be made without written approval. "Flat"
specifications -shall be adhered to; where .noted.;:
any discrepancy exists between the:drawings, -specifications and/or
local codes, the contractor °shall inform the ,owner or his representative
of such before proceeding with the work or any. cost involved for
alteration will be at the contractor's expense.
to All state and local ordinance of the Department of Safety pertaining
tc the construction of; gas stations are hereby made part .of 'this
I-lecification.
i s c o its o� thee. ed and cciit :raetbf :approved shop ,drawings of
ialG. -KCcJUQ:.itCC� in tht'so, Specifications Shall be -
an .tted to the owner, or .his representative for approval. Three
copies of which will be to 'the contractor.
n. Table'of Allowance
The contractor shall includein his proposal the- following"allowance
which are given in the specification or are as proposed by;him for
the work.
Parking lot striping as directed by OWNER �--- `$200.00 ,
SECTION 2 (continued)
0. One Year Guarantee -
The contractor shall guarantee all workmanship and materials entering
into the construction for a period of .one year -after the acceptance
and if, during the year after the acceptance and/or, during the
guarantee period, any. defects-or. faulty materials "aretfound, he shall
immediately, upon notification-by the Owner, `propose 'atd .at -his own
expense replace and repair same, .together with `any ;damage to finish
fixtures, equipment furnishing that may-be damaged due to defective -
work, etc. _
:tote: If equipment or materials are guaranteed by .manufactures for
longer periods of time the contractor shall furnish such guarantees
to the owner for his use after the one year period.
ram_ Experience
Oniv those contractors having successfully eomploted two similar
Gasoline projects will be considered for this work.' Upon 'request
contractor shall furnish owner withlist 'of ;previous gasoline/petro-
leum construction projects actually performed by'his° firm, and all
subcontractorse
iq,. Supervision & Reporting
General Contractor shall maintain-full-time superintendant at job
----site.- Superintendant-shall take-four-progress-photos -each Thursday -
afternoon and personally mail direct to Zayre ,Construction Manager so
as to- be reviewed ,on the following Mondays
Mr. Eiik R. Kanner Zayre Corp. - ,Gasoline Division
Framingham, Massachusetts 01701
superintendant shall telephone Mr. "Erik R. Kanner every Monday between
10-12 A.m. or 2-4 P.M. at (617) 630-2882` to "discuss progress of work
and all problems
r. As-built drawings: rurnish"owner with accurate "as-built" drawings of
electrical' and piping work upon completion of work, prior to payment.
S. Lonus and Penaltv Clause
Through actual experience it has been proven that the gasoline dispen-
sing facility called for herein and by- plans'-can be. readily completed
in a five calendar week period,
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a, Work included - furnishing all-materials,` labor;;,and supervision and
performing all operations required to 'complete the work as shown on
the drawings or described -in-the s pecifications" .and as ''evidentl
necessaryto Y
prepare the site and construct the-'facility.
b. Work not included = the foliowing items are, speCifically, 'excluded
from the work of-the contractt
1. site 'survey and',preliminary gubsoii' investigation;-
2. Interior furnishing other thar. those specifically noted herein.
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�. Furnishing and installation of Pylon Sign` (with _foundation) .
= � i he contractor shall take note of his ;obligation from the material
sc4-_dule on drawing .-,umber A-1°and base his proposal on its requirements.
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SECTION 4 - GENERAL DESCRIPTION OF WORK
Without in any limiting the above statement of the tabrk includedy'. the
following mention is made of the more important -items therein.
a. General - the work consists of ,the preparation ofl,the` site'and the
construction of-a Gasoline Dispensing Facility-6 shown Ion -the
drawings The following list of items 'is indicative 'of the' work
required but is not necessarily all ,inclusive.
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b. Site Work - shall include the lrexioval and;'dispoaalyof ;iznsuitable fill
and replace with sand. '.`see Sections- 5 ,and 7. :`Repair of asphalt-
paving and striping as required.
:__ •_ `ham
c_ Concrete work - shall include' the 'constructiob o islands, .,column
piers, and 6" slab,- and shall include all' ,formattreinforcing, ;:finishing,
curing :
and hardenin g; :or other _surtace treatments';specified. Includes
tank hold-down pad if determined: requiredby the owneraor his repres-.
entative.
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d. Canopy, dispensers and- attendents'. �booth '= see plicablo section ofr
specs. a ,
e. 10,000 gallon tanks -- shall inc lude' the .installat-ion, testing, and
backfilling.
. f., -Mechanical work shall include a complete 'systen of,piping.
g. Electrical work shall include service entrance., panel board, wiring
for power and lighting, lighting fixtures and -lamps, conduits, grounding ;
pylon sign, feeders, pump 'and dispenser Swing and telephone`conduit
(and intercom conduit .if specified.)
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time is of the +essence in most situations; the company
reserves the right to invoke a bonus and penalty clause to the
contractor being awarded the project `,to build. If the contractor
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refuses the agr
eement to this 'clause, the owner or his engineer
has the right to award the contract to other than the low bidder.
The,clause is as follows:
"The successful contractor on this project agrees- to start immediately
after award and is to remain steadily on the job >to its :completion, .a
period of five weeks allowed. For every day of completion and
acceptance prior to the thirty-five calendar.days, the OWNER will pay
to the contractor the sum of one 'hundred dollars-($100.00) per day
to R maximum of ($1, 000.00) one thousand collars. ror :every days
delay beyond the thirty-five calendar clays, the contractor agrees to
cive a credit of one hundred dollars ($100.00) per day with a maximum
of one ia.ousand dollars ($1,0oo.00) ..
F.�:ceptions to the thirty-five day totfil will be in the event of extreme
adverse .aeat7ner such as floods, blizzards, extreme cold and site
condition cnanges wherein an extra in time and money would be involved.
Agreed by
(contractor)
Agreed by ( -
(Owner or Representative)
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sECTIOi: 5 SITE WORK
a, The contractor aha) l 'engngn n xegiatorud ' purveyor 'to in out all
cj-ruelureo in accordance with the Plot plan.
b. scarify and remove all blacktop -and loam material, from areas contained d _
within the construction`-:site.--Adjust all existinq; gradea to meet with
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finished grades as ahow 'on plot plan: "Verify„ill elevations with _
owner 's representative.
c. Where gas dispensing facility-is installed on an�,existing' site, the
contractor shall fill trenches, for . electrical'.work, with�G" of sand,`
then G" limerock 'well compacted and'primed_before -repairing asphalt
paving, Around perimeter of concrete mat, lay ajaub-base of 6" to
II" of iimerock well rolled prior to laying of,pavement-. Paving in
large areas shall be a two coat process with a total compacted thick- I
ness of two inches ovcrall using 'type i asphaltic concrete 3000 lb.
sto.bility. there small areas are' to be filled only., a ono coat process
maybe used.- No -"cold patching allowed, : only plant mixed, hot ;laid
bituminous-concrete is to be used,'-
do ;: cal e_.cavating for building foundation"and, tanks;. if it is found that
c:;isting'materials are'not suitable for backfilft• then said material'
:ill be removed from the site'and sand that is ;approved by;the owner
or his representative will-be trucked in ad replacement: `Backfill
around tanks and `piping _shall !be sand. Remove unused baokfill- from
site.
e, ;:;cess materials removed from'the foundation and `tank hold will be
removed from the site and disposed df .in' the most- economical manner.
The contractor shall provide adequate shoring and,bracing ,wherever
necessary to maintain excavatibn,= protect structures and insure safety
of workmen and the public, :Provide an&maintain-barricades, lights,
guards, etc, as required to protect persons and property. .
g, When bacRZilling around poured foundation and tank hole, . and steel
formed pump islandt material will be placed in layers of not over one
foot at a time' before-compacting. Conpaction will be accomplishedby
t.acans of vibration tamper to -95% (modified -prolter) compaction.
but not Luc clli.ng w]ti.l.a compacting is also rocotfiznended as mea
ns
+.-n ,.t ct<,ih [.00nei;t co nk>ietiAit :
- h. 1•aere t•:ater is encountered ditching, grading, pumping and other methods
as approved by the Engineer 'shall- be provided and maintained by the
contractor a5 _necessary to keep excavation free from water until
cor„pletion of the construction work.
i"ne contractor shall be responsible for- protection -of any existing
structures and utilities from damage during excavationor filling work.
If piping, conduit or other utilities not shown on the drawings are
encountered, the contractor shall protect them from damage and notify
the Zayre Representative before proceeding with the work. --
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SECTION 5 - SITE WORK (continiied)
j. The excavated material should be placed .in such a'manner `as to divert
surface water to .prevent it from:.Plowing into,-,tank excavation.
4.
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S—ECTION 6 - GASOLINE STORAGE TANKS
a, rhe- gasoline storage tanke shall be 8 '-011- diameter x 26 ' x- 10" Tong j
uui contain 10, 000 gallons. : 2'h6 tanks shall meet-the "American
Petroleum Institute" standards for gasoline atorage. -Tanks -shall have "National Board of Piro Underwriter `and -8tate`.Labels for
Underground Service. '.' All tappings shall be 4": and `tappings not
used shall be plugged.
a. _ Tanks wall be made •£rom 1/4" Class "A" open health :steel, equivalent
to A S,T.M. specifications; A283 `Grade.B. _ Eachl-course'_shall be made
from one plate and heads of tanks; shall- be flaf flanged. All seams
shall be continuously;welded outside. .
C. Coating: Tanks shall be 'protected with one coat applied black
as7;;altum. After field;.testing is complete,'� spot paint, any areas -on
the tank that have been scraped or rubbed in.aransit using a standard
black asphaltum paint.
d. ':'retin,c Prior to setting of storage tanks, the contractor is to
piug all apenings in the tan%a and apply a' 5 pound 'air test: After
establi:=ping the five pound pressure a aoap ;and water solution will
13e brushed over all seams and,'joints to ascertain that there are not
leaks .- Said 5 pound pressure will be held on each tank a minimum of
twenty minutes.
- Placing: The tanks shall be placed.on ,a ,carefully -grade sand bed '
- which
shall pitch 1-11-2" toward the fill 'pipe 'end. Yie depth of_excaVation
shall be in accordance with the drawings' and .local- codes :with 'three .
feet to finish grade remaining over the top of+;:tank.
Ii tanks arrive damaged, the owner or his representative shall be .
. o notified and no action shall be takeri•,without his approval.
c,. 3ackfiil shall be with clean material approved for such use and in -
compacted layers to .95% density. _
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h, Contractor will call Mrs. McCarthy at area trade 617=630-2882, 48
:,ou: s tr. ore gasoline ballast will. be required in underground tanks.
r.:ai. _; ndist bc: used, since protection of tanks and excavation is
ce . _radar rez;ponsibility.-
I. Tank supplier shall furnish two dip aticks and tank charts, and
contractor will be responsible for furnishing to owner prior to
completion of project.
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SECTION 7 - PUMPS AND PIPING
a. The contractor- shall'£ulfill his `describad obligation as shown on
msturial schedule-drawing-A-1 and on mechanical drawing M�-1. -'
b, ,`•9aterialss All piping shall be standard weight steel galvanized.
All fittings shall be standard weight galvanized_malleable 'iron
banded pattern railroad type. Unions shall,be ground`,joint railroad
type. - furnish and/or install all components such as manhole covers
and frames, pumps, cap, shear clamp boxes, Valves,•,fittings, , etc.,,as
required and designated. Coat all exposed threada with"Roskote A-51
or equal sealer at-completion of piping before__backfilling. Ground
joint-union couplings shall be `used -when 'connecting product piping
to island dispensers. Gate valves to--be installed Where'noted on
drawings.
C. Supply lines shall slope down from dispensers to ,tanks. Triple swing
joints shall be installed wherever pipe;;lines change directions.
Zxact locations of -pipes at equipment shall be taken from manufacturer 's -
shop drawings.,
The piping system. shall ,be 'as shown'on the drawingsl except modification
may be made to _conform with plot plan tank locations.
:. The piping system is described in general as follows:
1, vent lines will be 211, galvanized .steel pipe with malleable '
iron screwed fittings run`upgrade`ifrom tanks to the =point of
termination 'cap as shown. Upflow type caps will
be installed.- Discharge piping running from pumps ' to branch
points, to dispensers will be 2" 'galvanized„ with Ewing joints
at evry point of turning -direction.
2. Branch lines running up under each dispensing unit will be
1-1 galvanized steel pipe. Vertical lines terminating- ,
under the dispensers'will be cut to size' so, that when impact
check valves are -installed the shear point will be set level
with the top of the finished island.
U_,s: con ,.�leti.on of all piping, a fifty pound per square inch air
- _c.c:. I I r C :.0 W.L11 be put oi- A).1 discharge lines. The pressure will `
c i:c d ,�;� fo1 thirty itii.nutez and a roap and water test will be applied
to all joints of the system. To perform this -test''-the union at the
point of connection at the sub-pump should be disconnected and plugged
off since the test -is -only to be made on the`diecharge_piping.
Reconnect unions upon completion of test.
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SECTION - PUMPS AND PIPIN
G {continued
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h. The contractor should contact the'•fire _ uilding--authorities of
the particular. town or city, where work ' conducted'to ascertain what
inspection requirements aie' called=for. permits for :tank 'installation,
if required are the responsibility of the 'instailing "contractor.
' Written -evidence".of 'successful inspection by'authoritie-s- is:to:be- .
,obtained and furnished to owner. s
i. Backfilling around 'all' tanks and i in _. -
p p g::will tie 'done `:with "care and
only clean type -sand°'is to be placed:therein. " Compaetion 'is covered
under section - -"Site Work". "
i• Submersible pumps -and fill' lines .will be installed ion tanks as shown
on mechanical layput drawing. After,all' piping `.i8 completed, tested
and reconnected, �the :contractor will plane a 'four.inch sand bed
around each sub-pump, Top 'of manhole will be ;tell one .inch. above .
Finish grade so ,that 'the" 6 thick concrete pad inay be •
formed ,.and`poured „
around it; see-detail on drawing.- Around -ac7i'fill pipeTthe contractor
,.,ill,.,ill place a similar 'sand bed .and`'then=install a,n ll'!- round'.metal" _
manhole and cover• so_that the. fill. pipe "is centered within.-it. When
pipes are properly, placed,, fill the inaides oE' same ,with, 2"_ stoneto , ;
attain a natural dram down' around the=tanks =in the'.`eVent`of overflow•
when tanks are being filled:
K. Dispensers will befinstalled on the pump island after- the island has
been poured and proper seta A.steel shear clamp'box :form _Should be
installed under each: dispenser:'and .futux�e dispenser-location and :the '
inner part of the form;filled with sand'-so% thati_no .eoncrete will :be
placed around the discharge; or 'eleetrical conduit whenAsland is '
being poured. 'The- sand shall be removed when Installing dispensers. " "
After dispensers are installed; piped and electrified the .contractor
will activate the system and bleed all` air from`lines. In -the process
the contractor will 'calibrate all dispensers io assure their accuracy.
1. The contractor will then notify the•elocal Sealer of Weights and
Measure so that dispensers `-can be sealed.•. ,The' eost of sealing will be `
borne hV tive ot•*uer. "`
,c coa'�ractor `ohall emplai:ln.ily t 4ined an$. qualified personnel for -
the pur„p and tank work_. If found,to be otherwise ahe owners ' engineer
will have due cause to cease the work being done. -only domestic "pipe
and fittings will be .employed in,.the piping work. • 1'itti.ngs will be
of top quality. Under no :conditions will second hand materials be
used. €€
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S22TION 8 - tLECTRYCAL WORK, '
a All electrical werk,'`wiring condui 'ango and devidaR, and their
D114U'llation shall be-.in accordance with atll-riles, .regulations,
ordinancea, and statutes of-the ;loeal .municipality_and _state in which
building is located, and the rules and regulations of the National
hoard of sire Underwriters.:and _National 'Electrical Code.
b, All permits, fees ,,and taxes of whatever nature requixed for the entire
completion of the buildings; and any work` appurtenant,thereto, shall
be procured and -paid £or"by- the respective -contractor.
C. Electrical service,- and telephone and. intercom°shall 'be,run' underground
to Attendant's Booth on' island. ':See 'site plan`,for oaatioa. Run
conduits in same trench.whe re''possible. ,
d. Wiring for submerged pump, and.dispensers- per, manufacturer's
wiring` diagrams.
e, ranciboard, TypeINLAB; .afid explosion proof type fittings=are to be
furnished -and installed in accordance with the`=`electrical drawing and
required codes.
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Dispenser control and pump wiring_Lunderground shall be� 412.`minimum size
and only those identified,-by tag marking and by painting=on the insulation
with the designation "Type ,T« gasoline and oil resistant" _or _"Type T',iWN
gasoline and oil resistant." ` `.
Only copper conductors are acceptable. '
i.. T11 under-canopy fixturae 'shall bo mounted beneath deck with hanger-
"bolt holes drilled through the apex of,the.V-deck: Large washers or
backing bars shall be used `to insure weight-of"fixtures is evenly .
distributed and will not,,cause'deformation or failure of deck material. '
All holes placed in the roof deck ,shall be caulked with Butyl Rubber
compound, and ;"Coal:tar" pitch: applied;over' bolt heads above deck to
insure long' lasting'seal. .:
; . Prior to rough in of- conduit, contractor shall 'inspeet the Attendant
Booth, and con ult' viith owncx's; engineer, to insure proper position
o each i...cri-
k. All conduit andjunction boxes are to be` applied above the canopy 'roof
deck in order to provide a- neat .installation. ;
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7"CTION 8 - ELECTRICAL WORK (Continued)
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i. Contractor shall insure that all prewired appliances in booth are working
properly.
M. insure lighting fixtures are properly spaced in the canopy sign box
facia to provide even illumination of plastic.
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SECTION 9 CONCR$' E WORK
a. Con:rete for footing and foundation walls will'be 2500# 1-2-4- mix. '
Concrete for pump island will be 3000# mix 1-2-4:mix. Concrete
for mat areas will be 35004 mix 1-2-4 .using 5/8" stone as aggregate.
Other items of concrete pour such as tank holddowm pads will be
minimum 3000¢# mix. - *
�. No concrete is to be po+ired`in place in weather`.When.temperature is
l below 32 degrees or when the concrete- pour will not have adequate . time
to set properly before temperature drops to below 32 degrees.
c, All- placing of concrete will be accomplished in` -such` a manner that will
prevent any honeycombing or separation of-pour.
d. standard finish for the mat area will be finebroom finish.; The mat
area is to be 6" thick reinforced with' no lead tY-,an 6" x 6" #10 wire
raecii.
1'ini:;i; of pump island will be hard trowel followed •by very light bristle
.:•room. - - "
riot- to one week of set on pump island contractor, is to apply one coat
{ of liquid seal.
.:at area shall slope to provide drainage of surface water away from
station area. See: site plan.
h.. Opcnings in island for dispensers shall- be formed with steel shear
clamp box. See ,detail on Drawing A-2. -
i. All concrete work shall conform to Building Code requirements for
reinforced concrete, ACI316-63.
Provide and maintain barricades, lights, guards -and cervices as required .
for the protection of persons and property. . proteet' furnished work
from the elements, mechanical injury and vandalism.
** All concrete shall be made from high early cement.
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SECT^ION 10 - ATTENDANTS BOOTH
a. The contractor ,hall .unload, install avid anchor-the 706 9'Opre- l
fabricated attendant's booth as shown on__Drawirg A-11.`
b. T'ne booth shall bd�oi-steel frame with 7iinsulated metal panels, doors,
metal _roof, _ floor, dnd plate glass.-. The booth-4shali be complete .with .
electric .exhaust. fan electric heater and fluorescent light fixture,
prewired to electric panel location. "The booth-ishall'be in accordance '
with state and local codes. F
c. The electrical contractor' shall furnish <and ,iti tall'I the main and
distribution panel'andtmike all 'aecessary connactiocs" to prewired-load
,enter. ,' ,
d. Contractor shall properly sea]: between the concrete and the booth 'to '
prevent-water-damage.-� ,nutyl,rubber caulking compound shall be used. .
y r .
e. Contractor is to insure tb note any "as received" damage on delivery
ticket at time booth in ;signed for ,from'.truckcr otkarwise, , contractor
is' responsible for re- >Ari.neq .damage`_ (at his ' expense) to owner's
satisfaction. p
Contractor is to carefully,off-load the booth' by utilizing the lifting
hooks provided. ss
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g. Contractor shall -adjust doors, clvners, insure desk braeing .is funct-
ioning. 2.
n. Contractor shall properly install the''13ost iotiktayiinder `cores vMieh
are furnished by Own Cr
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SECTION 11 - CANOPY
�. The owner shall purchase and ship to the job -site the canopy as
{ shown on the drawings.
b. :ne contractor shall furnish the canopy foundation'as detailed on the `
drawings (including anchor bolts) ,
C. The canopy drawings.-are intended to show general appearance and .owner's
requirements as to shape, 'color-arid .finish. ;`Framing may vary to suit
manufactureris -standards.
d. Canopy construction in general shall consist of boxed steel columns,
steel beams, galvanized steel purlins, plexiglas' kaseia panels,
aIuminwn decking, gutters, downspouts, _ and all bracket and fasteners `
required to complete the construction.
e Zr ction by manufacturer shall be in strict accordance with the
;a uraccurer's specifications. . Care should be taken not to walk -on
r nec^-ing during construction. Caulking shall be applied where
dcsicnated and/or required to make the roof watertight.
General contractor will assume responsibility -for scheduling the owner
{ furnished canopy which is prefabricated and erected by the manufacturer
f after the main slab and concrete piers are poured and cured.
; . Contractor is responsible for caulking (see Section 9) of canopy deck
f where he or-his subcontractors have -disrupted the ' established seal,
drilled holes, -or'run' conduit or vent pipes. -
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- SECTION 12 - PAINTING AND MYSCELLANEOUS - -
a. All exposed equipment, canopy .and attendant's booth shall be pre i
finished and require no ;field painting, ;except;.as followst
b. The steel island forms shall be painte'd one coat ofwhite enarnel I
after priming.
C. The fill/guage' manhole and the pump aceess 'manhole cowers shall be-
painted one coat of red or white 'as applicable--for the`:product 'contained
therein, (Regular is red, white, and Premium:la White) .. -
d. The contractor shall replace or add parking lot.-striping as directed by
the owner or his- representative.
contractor shall carry an-- allowance- of $200 for' this work.
c. e,I! vent lines and exposed 'conduit shall be, painted white.
Zn_,tall one '(1) fire` extinguisher with bracket; (both by owner) on .
each canopy column, as specified by_owner's engineers
a valves to be identified with metal tag securely fastened to body.
All. empty conduit to be identified in an indef ble`manner = hfiere
rough-in extends beyond concrete; the terminal-point -tihall be perman-
ently marked by pin.
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