HomeMy WebLinkAbout2337JolrAddress
· · Nature of Wo_fk
use·ot Building
, GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
2014 Blake Avenue
Glenwood Springs, Colorado 81601
(303) 945-8241 / (303) 625-3321
Par11chute. co -Colony Project, Ienninal Area
Building Permit
warehouse & Preassembly Building -BLd9s. No. PP-2 & PP-3
owner .•Exxon CQlllpany,, USA
Contractqr
AITio'Unt of" Per-mit: $ _,..._,,.,,,,CL><""-----ii,rtl-1,-,.-, January 27, 1982
Patsy J. Tenney
Clerk
-----
BUILDING PERMIT APPLICATION
GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
Bldgs. No. PP-2 & PP-3
Garfield County, Colorado, __ J_a_n_u_a_r_y,__2_2 ___ , 19 _8_2.
Owner: __ E_x_x_o_n_c_o_m_p_a_n_y_, __ u_._s_._A_. _______________________________ _
Contractor or Builder: Brown & Root, Inc•
Location: Parachute, Colorado -Colony Project, Terminal Area
Purpose for which building is to be used, Warehouse and Preassembly Building
Size of Lot: ________________________________________ _
Distance of building from property line at
Front: N/A Rear: N/A Left Side: __ _,_N,_./'--'A'-'----Right Side: __ ~N=/A~---
Distance from nearest building: N / A Number of stories: --------"o'-'n'-'e=-----------
Source of water supply: town of Parachute, Co. Number of rooms: _____ __.,,t"'h.,rs.;e"""e--'--------
Type of sewage disposal: Sanitary Sewer Type of foundation: ____ __,C,::o=n"'c"r'-'e"--"t'-"e'-----------
Width of building: 300' Whse, 200' PreassemblMaterial in outside walls, __ __,S"-t=e-=e'-"l'------------
Length of building,4 0 0 ' Whse. , 4 0 2 ' 8" Preas semJelrerior finish: --------'M=e'-'t'-'a"-'l"---------
26', 37', 55' Height of walls: ---'---'-::...:_--'---'=---=----------Type of roof: ----------'M=e'-'t"'a'-'l"---------
Floor space in square feet: 200,533 sq• ft•
Estimated value: $ 2 ' 372 ' 831 • OO
Date construction will begin: _F_e_b::....:./_M_a--'y"--',_1_9_.c8_c_2 ___ _ Date of completion: _______________ _
Permit charge: $ __ 2_•_7_6_o_._o_o _____ _
Plan check fee: $ __ 1_:._' _7 _9 _4_._o_o _____ _
TOTAL: $ __ 4~,_5_5_4_._.o_o ____ _
And I/We hereby agree to build strictly to the terms of the above description, and also to clear the grounds and
adjacent street or streets of all rubbish and debris caused by the construction of said building.
Respectfully, ---~~LL~"""'4-"'-.L'/~_'21:J_..L-<--f..-!<,~;p=<=------------F,l:;;;i ~ires
Senior Permit Coordinator
:J7t!t The County Commissioners /Jereby grant t/Je above permic as per cerms therein stated. This __ ,__::,,...,.;;.. ____ _ day of
___ ,...,,._/,~q~· n,.,_,_rL'~«Je---+v_· ___ , 19V
" I
. :__, .·•
C
'
CUST~ER
LOCATION
Exxon Company USA
Colony Shale Oil
Parachute, Colorado
CF BRAUN & CO
PHASE I
DATE
PREASSEMBLY BUILDING AND WAREHOUSE
COLONY SHALE OIL PLANT
/ 9 ',I/,_:(:"/(
PAGES ·· \ PAGE 1
SPECIFICATION
5850-190-951-25
July 24, 1981
.. ·· .· .:: -: . · •. _;:.-·i.
.
. FqR ,C9Nl'QI I !XCE, ·· ;n,!E. !UTURE OF."_ ·,:ljE JW/.lSJON 'IS. BRI EF'Jil'• .1'!01EO LJNi>ER REMARKS:. 6li.T THE:SE REMARKS. :ARE ·
.. NOT-A PART. . .OF'. J'HE. SPEC.1.F'ICAT.JON,,· ,THE :REVLSED /'AG.ES .ARE A PART OF TME ,SPECIF'lCAT.)ON. AND ·SHAL.L .B.E:
C~PLIED Wini ·1N THEIR ENTIRETY, .
CUST~ER APPROVAL DATE
REV DATE BY APPROVAL PAGES REMARKS .,
0 7-24 REH vV<c All Issued for Inquiry
1981 · , .
, .• :._i_·;·:·;-\:; .. :~-... ::r, \ •. }l. \.:. i~-;~I /~~~ .-~~;6>~·.:;1~::'.~---:,~ .. ·.,<_.7·::i·~_;}~: ':,;;·)~'.:·.~~~ .. :s~'-... :;/;:::/~/ \:,1· ::. :;·}~~--i/~:_.:i~~~;~~/t::;_;~~--"{·~_.:::.·::~;_;~:;~:d. :_~-f~;
. . .. 1981 . .;·:,-er-. 4 . ::~t::~ i;::~N~e~~~~d· 2k .·.. .· . .·
.. ~:; ·:.:~; .. ~j.!},/.:~'.1.f! ~~,.,--~~~ ... ~:-~'J'.:'~---~:~ :.i-;':<''.:,:~:;~. , ,;;.,.~;._,.,~:.!,11~~-:;j.!~:~ -~-:~; ill-";~-~l -~~y~Se.d~~;i:\-:~til.4-~~,:~~!!~ .. ~:-i:'•i-~-~-~<-i"i;,:f';>, .. ;_::; ·:·'!'.:·,;
· · · · ·· 15 Revised oaragraohs 8 (f) and s·ch) .
· ,·., .... : ..... ,_.,,.,, ... : .,;; . .;.,, · .. ,,,,,~8 .,t<7y.ise4,.~a.i;aqx~~·,{o)·····:.,;: .. ,,.· · :.:,.. .
;.--~ Reissued for Inquirv . . ....
' . ..· ·:·· . ;.,."'. ~ • .. .... · .. ~ .... ·. : .. ··, ~ . . .. ·:.' ..... .,., ·. ~·: :. : ·.• . ~ . , l : . ._.
, ...... -• , _··;, -;::~ •• • .: .•• • t-. : • ., ., :.ta:-..... · .,· ,: .. ·•· i <. r< · · .... 4 .. _.· · •• r .. ·,·.·.: ......... ,,,.:•·.•,;, -~,-':1 ... -.·,· .... •·.• .. ~.':....,·. ·: .·.•,·,•,.,· .. ,-.·.•. i .. •.• .. '• ... · ·.•·.··• .. ·,,•i,:.,.·, .. >,·.-,. ..• '.··· ~.,•.· :.:> •••. 't•.·~·.,'1",·.•·.·,•·.-:.'.~ ·-':··'.··••·., .. ~.-.·.: .• :.• ... ~.·.:~.,'·'•.·.·.t,~-.;.·, .. · .• •.·.·.••.·,'·:~ .. ·'•;~.,:-. .. ,'.."'.·.·. ' .. '· .. ·.,· .. '. .. ,·.•.•• ... :,;.·;.·~ ... :.• .. ,~•.:; •·.:_·7·:..~-:'.-;.·•::.<:--.; .. ·t ·.~J.~-\~~; ·-.. ~~-!-;;\"' ~'-~..-f.•· ~~:➔•-r· .. : -c, "·-r• .• ___-r• ,. ~-... -... -----• --,:---
,
V
...... · ... ,;-.. , '.•• -: r ·_ ·_,. .·~ -. ; ,,.~ ·.,· ..
BROWN & P.OOT
RECEIVED
. . 'Oct 1"6 1981 ''
·34.1321
COLONY P~OJECT
I')~
'n-11S SPECIFICATION IS 'n-lE PROPERTY Of C F' BRAUN & CO. IT IS FURNISHED TO ESTABLISH OUR REQUIREMENTS
ON A PARTICULAR PROJECT AND SOLELY FOR THAT PURPOSE. THIS SPECIFICATION IS NOT INTENDED fDR GENERAL
CIRCULATION, AND IT SHALL NOT BE REPRODUCED OR DISTRIBUTED Wl'n-lOUT BRAUN 1 S WRITTEN PERMISSION,
. ,:-:-.---:-. . .·,··._ .·
CF BRAUN & CO Page 18-0 1
160~50 ,.:R:.:....;C::...:S::.e::.l::.i:::· n:.:.e::...: _________________________ S_P_EC_IF_I_C_A_T_I_O_N....,
6 •78 Exxon Company USA PHASE I 5850-190-951-25
Colony Shale Oil PREASSEMBLY BUILDING AND WAREHOUSE July 24, 1981
Parachute. Colorado COLONY SHALE OIL PLANT
SECTION 18 -PROOF OF PERFORMANCE
Materials, equipment, and methods of .fabrication, construction or installation shall be based
on previously proven performance and experience of the Contractor and/or his suppliers and sub-
contractors, and shall be so warranted. The warranty sha 11 cover satisfactory experience with
materials of construction, reliability of engineering and design, proven operability and effi-
ciency, methods of fabrication, construction or installation, and any other consideration that is
pertinent to the objective of proven performance in accordance with this specification. This
includes all appurtenances, components and combinations thereof, as well as the primary engi-
neered, fabricated and constructed or insta11ed equipment, materjal and methods of fabrication.
construction or installation.
Braun appreciates that the Contractor and/or his suppliers and subcontractors may decide, at times
that a substitute, new development, or untried offering might be an attractive alternative to
Braun. This alternative, varying from the existing experience of the Contractor and/or his
suppliers and subcontractors, can be considered attractive only after Braun has properly evaluated
any and all risks. •
If the Contractor decides to offer a substitute or to offer any untried materials, equipment,
methods of fabrication, construction or installation, or engineering and design for which neither
the Contractor nor his suppliers and subcontractors possess specific experience meeting this
specification, then the Contractor shall so state and offer this as a written alternative to his
basic bid. The unoroven feature shall be identified. This includes all appurtenances, components
and comoinations thereof, as well as the primary engineered fabricated and constructed or install-
ed equipment, material, and methods of fabrication, construction or installation.
The reviewed shop drawings will i den ti fy Braun' s acceptance of any alternatives dea 1 i ng with
unproven performance or experience as covered in the paragraphs above.. In supplying any item of
unproven performance that is not specifically pointed out in the shop drawings, Contractor is in
noncompliance with the contractual documents and all costs in rectifying this unproven item are
for Contractor 1 s account
CF BRAUN & CO Page 2
....... ,...R_c_s_e_l_i_n_e __________________________ ..;S:.;P;..E;;.C;;.l;.;F..;;l..;;C;;;,.A;.;T..;l.;:O;;.:N:.;;,
/' ;:;. Exxon Company USA PHASE I 5850-190-951-25
Colony Shale Oil PREASSEMBLY BUILDING AND WAREHOUSE [ July 24, 1981
Parachute, Colorado COLONY SHALE OIL PLANT /J, ,ef;. · ·1 • · , IJ,,t_/'1i?I
I
REFERENCES The beginning of each section of this specification contains a surrmary of specffications, standards,
and codes referenced therein. Some sections reference other sections of this specification. Thou references
,_are also swnnarized near the beginning of each section •
. . PRO~~S~~·-, -,-~~-i:O~-t~;~:o~· ,-~~i'1. fn -~iddf·n:9·\~·/,\~r·k .. · in~i;d~ ·wJ~h h~5-bi~--~· 1is~ · of ~11 ex;~;;-~{'take~ .. ~~---~•;~,-~-~
· · COfltr'acC-dociaentS witn· copl81 Ot·d·fawings, N~ufaC:tur.ir_-data,. etC·. showiftg-l:he ·-pn>pc)s~ SubStiiU'ttons· or' · ·· ·_.:·
alternative coni~ru~tJon. ·This data must be suffi~Sent·to show thet substftutlons or alternative c;onstructfOfl ls
·.--1.:to·~na.i:wt,J,cl,.~.•i..e,l:~l'eC!fledi~.••'n-•·''··.·, ... , ···.. . ..... ·••.,::.: ... , .•· :· .... C•::· .... ·.,., ..
sUaM"rti-ALS To·aRAUN-·-P~v.ldi•·•·sin918·f~lt-S1Z9" traflsi,ar-enCV.of a11 drawfngS and aau:1arger"'._than 8.112·-~-~Ji· ~ .-··
Inches. Provide a single legible black and white copy of smaller drawings and data. For bound material such as
operating manuals, brochures etc, provide the number of ~pies Indicated. Identify all submitta1s with the Braun
purchase order, building tftle, and site location and REQUIREMENT NUMBER. All submittals shall be submitted to
Braun no later than six weeks after signing of contract. Additional submittal requirements if any. are given near
the beginning of each section.
REVIEW OF SUIMITTALS Braun review of subfflfttals shall be obtained prior to the connencernent of any work •
. = Reviewed 'sUblltl"tta·1 s· .wft·l-·:·.1 den.t-f·f.V .::aranin,1 s ;:ec:c:apt ■ni;.,:..:of. tM.-·ipec:lf i c-eql.l f.pnlllftt-,, 11111ter-f,.'.la; :and/OJ':":methodi tM,. · ~' · -· .
< · • :•~traml-.·~ff,'';itlf.llft11e'>wi!"k?.' -,.,.;,;,. M Ji,;; _;f',:.Ul>iiuttiit:S,:~'i.i .~niit'•Yil'tf-..,.."•--"Coiitt•-· of ... ttie-··.f .-.,l ,~-;·.,; ·,•J ' ;J '·'
responSrb11 ity fo~ coi'lfO".'fflllnCe. wfth-the. ·dr.awings and si:,ecf·fica-tfons. unieS'.5 t,e· has., ln Wrl-ti-ng, siacffica1-.J.y· c:al led
attention to-nonconformanc:e at the time of submission, noi-shall rt relieve him of the responsibrlity for e_rrors
-. ~? ;._;-/. ,..,~:-: -~::· .;_;.~-: ~-;_.-,. ~~1~ t~J 97-f ~-;:..:i ~:t:itv-~1-~/~~-:~<; i.;.;_ "!;'":r:!: ~·;r~-:-::.:~ ~-~~ :."!-~~ ~}':.""'..,; r--~--!·-~ ·· :~ _:-~:~t~: .,":.~•,.: ::\~· ~ ;~~:~-~-:.~ ~•.:~---~~•~i.:,: .. ?t,:-.-i~i'!';~;=i:A. ~ ~~•
REOUHIEHENT ·NUMBER Contractor shall Identify alt.·data submitted; by thls•requir:ement numbe"r.· ... ·.\· rGUARAN.TEE -AHD/OICCER'fl.FtEB .. REPOftTS·.•·.-·~~-r.iiu:rtJ:>r" $'ha.U ... ,prov.tde .. t,h.ls·--~•t•.:·-·;.{,. -....-.:.-. ·-., ,-;·; ••': .. ··-...-: ... ~
-'MANUFACTURER'S DATA ANO SHO.P DRAWINGS C0ntract01" Shal 1 SUbfflft this data. Submit onlY drawings
\.
,·.
··: ..
. · · · •. or da'ta verr"ffed Cbr"rect :for this ·"prO-Ject.·
SAMPLES Contractor shal-1 provide the number of samples indic8ted. ·
:: ns:r'RUCTt ON. AND -~ I NTENA~tE HA~~AL~ ,,. C_q"n_~ ~'::~r-~~-~-!· .-l!~~.,-~d.,: ~~-i ~:-~•t:· s8pa rate-I-'/.· ·• ., · l ·
1
· · · · ,-· · · ·" befo,e shlpprng·equ,pnrent. · · ·. , ... ,_.,. .· ,.
.J.._ ~ ..lL _ _ Structural steel frames
~,;,{ .. ,;; ,v· .. ~':'t~'t ix-:.,,·-'X:·_. ' :'·: ~-•·'t·',.'~~~~-~~::i~~ ~J:~~,~pia-11,_;:,:.".'.~~-~F~~~~?,~~~~;,l.~!'<,i:'. ,< : ,
6.
' ,.,~
..1..: X X X .JL Siding, Liner sheet and roofing
4 _ X ..JL. X Sheet metal flashing and trim
...i,_ L ..L -1L Gutters and downspouts " •'
·. 6;·>-i.' ,. i ,.;. 'x···. x:. '8a°uiking·and,($eal~ti,' ,. ' •. ,. ·-.,..., .. _ ..
.L. X --Hollo¥_metal doors and frames .• -·-· . .
_a_ --L -.JL Finish hardware
..J.. -...lL ....lL ...L Painting
.l.L X .1L.. ---Rolling doors --
.. ,;../._ .. --·: .. -,.
l.L .L ..lL ...lL Top running bridge crane beams and columns -
•·.·· •·'
..
.!l.. ..I.. ..lL Bridge orane oonorete dimensions and foundation loads ---
lL --..lL ---Louvers
.!.L JL X Power ventilators --. ..
.!L ..L .L .L -Skylights
.. ..
.
578
12-75
,.,...,---....-.
CF BRAUN & CO
JG Rodriguez
Exxon Company USA PHASE I
Page 3
Specification
Colony Shale Oil PREASSEMBLY BUILDING AND WAREHOUSE
Parachute, Colorado COLONY SHALE OIL PLANT
5850-190-951-25
July 24, 1981
BUILDING NAME
Preassembly Building
and Warehouse
CM
DRAWING INDEX
SHEET TITLE
ARCHITECTURAL
Floor Plan
Roof Plan
Elevations and
section
Elevations and
Section
Door Schedule
and Details
Details
Details
Not used
Not Used
DRAWING NUMBER
0l-90-073-3/0-841
01-90-073-3/0-842
0l-90-073-3/0-843
0l-90-073-3/0-844
01-90-073-3/0-845
0l-90-073-3/0-846
0l-90-073-3/0-847
0l-90-073-3/0-848
0l-90-073-3/0-849
. . -,_~·
R C Seline
Exxon Company USA
Colony Shale Oil
Parachute, Colorado
CF BRAUN & CO
PHASE I
PREASSEMBLY BUILDING AND
WAREHOUSE COLONY SHALE OIL PLANT
Page 4
Snecification
5850-190-951-25
A July 24, 1981
J)J~ 4'1, J1f;,/
I
l SCOPE The work of this specification consists of furnishing
and erecting the pre-engineered buildings, complete, including the
. •:.·•··'• :foll.ow.i,11cg:,pri,ncipa:l:-·i,tems-,_ .. ,._;,·:, : .. ·.,.,. :·:-"•·; : · :· ,··· ,._: .. · '·;.,•,,.
·a' .. Co~inati~n· t:ru~s,'• f:r~riie design;. v-truss buiiding system gable
,struct1:1res, .... and lean"-to .framing system ., . : .. . < .. · . . . .. . . · . · ,. ' ' . ·. ·o ·· Prefiibr'icirtl!!d metal ·sidfng; st~eI liner, and 'nietaf roofing:•• .•... :: .
· c · ... Glass·:fiber•'·insulation ·•. · ' · · ·" · ' ·
("_ .• d Furnish anchor bolts, setting drawings, templates and foundation
loads
e Hollow metal doors and frames
f Rolling doors
g Sheet metal louvers
h Gutters and downspouts
;.\;:. ,,\'.·;:~ \.:,';._:·:-::~~i,~~,-~'.1~:fi~~1ii:~r;t/~~~.;,1:?i-.//::;,;.,;,,;...~'-,/.~:;;.; .,.,.;,,irs;-, ...• :,,-,~:; :i;_,,,,.,,.: .. ,_..,,::~\. -,
· k · C~u~king· and sealants · · ' · · . .
.... · ... l .. ,. Fl.nJ,iab.·.l)..arqwar~ , .. ,·,.:, .. , ···.-•,.•''···'···-·.···· .... •···· .. •,.,·.,· .. ,., .. , .. :<,.:.:a·,_ .• i_.•S.f'''""'·:. ·. •": • •,:-,~-f'-4-' ;,, (-...-u•;.iLe.t'. ... ,..: ••k ~ ~•&..:.:.:aa~ >/ S,;t"'it .;,. . .\'i:r;--•t•,..• .. ·~•,t;•.,,r:~• • ,_.;-,J,~·"'• "•• J'~ r•.:A••• ~-.. :vu,,---~>,,. ... ,,::,,•-•-.~ •".;,/ , ";'!'-",,,. .. ·• ·•·•~ ~W~7 "•~•" .... ·•••• , • t:',"' •· • • ".~; •,{t;. •.'. ,.., '". • :• •.. nr--· ·•ouvl:''·:,ana ·erec 10u ·'araw.i.ligs••:. · .. ,.·. · · •. · • •.· ··. ' . · .• · .
. n . ..Structural. .calcul,at.ions ·
... ·, •.: ••.•. -.. , .. ,6: •,.-.;.l"urnishing, .,er.ect.in:g,.: and .f ini:sh:ing-.--l. -hour-. fi't"e·.:wa·ll .-,. ,.;.: • ·· -'. :· ·
r · . p ·Power vent i la t,ion. . . , .. · .. . . . . • ·
( · · q · · F1'eld painting · · · . · ·
· ... f>.;. r, Field toµch-:up on· .. galvanizec;l· and. fa·ctory finisher; .. . . ,,,···6 ·'· ·s··.· · TOp ·ru:·nli-ing· bridge"0 crane'.·'·bea·ms··artd'ct:>l1:liru'is · · , .•. ·-.'..-"··.··' '·
2 RELATED WORK The following related work is not included in the
work of this section.
l_.L5~ . .t~\~i.i\?~~>? ~~:I;;•~(-~i.-~:c6~.,~e:~'=t~~a~~i~d6~~~&-\ .. ~-i~~-f.i~i#/?~Y~;::-~:tt~-~;:;.~~~~,f~i-~{~~~,_.;.?; :,\t·:Y~·~·i~ .. i~i;:·<j•<~~~:: ·.<:.
b Setting anchor bolts ·
c Electrical wiring and lighting
d Heating and air conditioning
f Fire sprinklers
·. O,& ."' ii ·.;;~~~~~:1;.r~otib'±e·9~·rdei·''.bria9~,·cran:er·''t-ar1s/·~fo'iie•ys :i.-dd· .;.,.
\ .... /
hoists. · · ·
. i. Steel ladders· to bridge cranes
/\
1
· j · · · Biliiding roof access ladders
~ k Dock seals
3 REFERENCE SPECIFICATIONS, STANDARDS, AND CODES The
specifications, standards and/or codes referenced within this section
of the specifications are summarized below. All references shall be
latest date.
American Iron and Steel Institute's "Specification for the Design of
Cold Formed Steel. Structural Members•.
SlU A2
'
578
12·75
RC Seline
Exxon Company USA
Colony Shale Oil
Parachute, Colorado
CF BRAUN & CO
PHASE I
PREASSEMBLY BUILDING AND
WAREHOUSE COLONY SHALE OIL PLANT
Page 5
c-ec..; ~..; --. •..; --
5850-190-951-25
July 24, 1981
3 REFERENCE SPECIFICATIONS, STANDARDS, AND CODES Continued
American Welding Society "Code. for Welding in Building Construction"
of current issue.
AISI American Iron and Steel Institute
• Metal Building Manufacturers Association (MBMA)
Steel Door Institute (SDI)
American Institute of Steel Construction, Inc (AISC)
National Electrical Code (NEC)
National Fire Protection Association (NFPA)
Sheet Metal and Air Conditioning Contractor's National Association,
Inc
ASTM A-36
ASTM A-123
ASTM A-153
ASTM A-164
ASTM A-307
ASTM A-325
ASTM A-361
ASTM A-366
ASTM A-446
ASTM A-490
ASTM-665
SlU A3
Structural Steel
Zinc (Hot-Galvanized) Coatings on Products
Fabricated from Rolled Pressed, and Forged
Steel Shapes Plates, Bars and Strip
Zinc Coating (Hot-Dip) on Iron and Steel
Hardware
Electro deposited coatings of zinc on steel
Carbon Steel Externally Threaded Standard
Fasteners
High Strength Bolts for Structural Steel
Joints
Steel Sheet Zinc-Coated by the Hot-Dip Process
for Roofing and Siding
Steel, Carbon, Cold-Rolled, Commercial Quality
Steel Sheet, Zinc-Coated by the Hot-Dip
Process, Structural Quality
Quenched and Tempered Alloy Steel Bolts for
Structural Steel Joints
Mineral blanket thermal insulation
'
578
12-75 RC Seline
.i,;xxon c.;ompany u.:,,;
Colony Shale Oil
Parachute, Colorado
C F BRAUN 8c CO
,. "_..._ ..,. I
?REASSEMBLY BUILDING AND
WAREHOUSE COLONY SHALE OIL PLANT
Page 6
Specification
::, o :,u-.1 :;u-, ::,.L -.! :,
July 24, 1981
3 REFERENCE SPECIFICATIONS, STANDARDS AND CODES Continued
ASTM A-525
UCB
ASTM A-755
ASTM E-84
FS TT-S-00227
FS HH-l-521E
Type III
Steel Sheet, Zinc-Coated by the Hot-Dip
Process, General Requirements
Uniform Building Code
Steel Sheet, Zinc-Coated by the Hot-Dip Process
and Coil-Coated for Roofing and Siding,
General Requirements
Surface Burning Characteristics of Building
Materials
Sealing Compound Elastomeric type
Insulation blankets, thermal
4 SUBMITTALS AND ACCEPTANCE Before commencing fabrication, submit
the following for review and, acceptance, and as indicated on page 2,
(al PRODUCT DATA Submit manufacturer's product information,
warranties, maintenance instructions, specifications and -
installation instructions for building components, accessories,
doors, finish hardware and bridge crane support systems.
(bl SHOP DRAWINGS Submit complete erection drawings showing
column and frame dimensions, anchor bolts settings, sidewall,
endwall, and roof framing, transverse cross sections, covering and
trim details, and accessory installation details to clearly indicate
the proper assembly of building components. Submit foundation plans
showing concrete dimensions and foundation loads.
(cl CERTIFICATION Submit written certification prepared and
signed by a Professional Engineer, registered to practice in the
state of Colorado verifying that the building design meets
indicated loading requirements and codes of authorities having
jurisdiction.
(d l SAMPLES Submit samples of the following.
12 inches by actual width of roofing and siding panels, with
required finishes.
Fasteners for application of roofing and siding panels.
Sealants and closures.
SlU A4
-------____________ ___:_ ________________ _
/
l
'
'
CF BRAUN & CO
RC Seline
Page 7
Soeci f ica tion
Exxon Company USA PHASE I 5850-190-951-25
July 24, 1981 Colony Shale Oil PREASSEMBLY BUILDING AND
Parachute, Colorado WAREHOUSE COLONY SHALE OIL PLANT
5 DESIGN REQUIREMENTS
(a) MANUFACTURER Products of Armco Building Systems are shown on
the drawings, by general configuration to establish requirements for
the work; Equivalent products of other manufacturers, of the same
type and quality, will be acceptable provided they meet the
essential requirements of the specified representative. The
building shall comply with the applicable requirements of MBMA Metal
Building Systems Manual, except as herein specified and/or required
by authorities having jurisdiction.
(b) BUILDING TYPE The pre-engineered buildings shall be Armco
truss-frame design S-4 and Armco V-Truss building system gable
design and Armco lean-to framing system with Armco Steelox wall and
roof panels. The roof shall be sloped as indicated on the drawings.
( c) GOVERNING DIMENSIONS -The drawings indicate the building
dimensions required for the work. Variations will not be permitted
unless approved in writing by the Owner's representative.
(d) SPECIAL DESIGN CONDITIONS
design conditions.
See the drawings for special
(e) STRUCTURAL DESIGN
(1) PRE-ASSEMBLY
building shall be a
rolled sections for
Truss structure at the pre-assembly
"Warren Truss" design incorporating hot
primary members.
(2) WAREHOUSE No internal cross bracing, portal columns, or
portal frames are permitted in the warehouse.
(3) STRUCTURAL STEEL Structural steel frame shall be
designed in accordance with AISC Specification for the Design,
Fabrication and Erection of Structural Steel for Buildings
(November 1978) and the AISI Code of Standard Practices for
Steel Buildings and Bridges (September 1976). Light gage
members shall be designed in accordance with AISI Specification
for the Design of Cold-Formed Steel Structural Members. All.
welding shall conform to the American Welding Society's
Structural Welding Code, (AWS Dl.1-80). Columns shall be
assumed pin connected at the base.
SlU AS
/
(
'·
578
12-75
CF BRAUN & CO
RC Seline
Page 8
Specification
Exxon Company USA
Colony Shale Oil
Parachute, Colorado
PHASE I
PREASSEMBLY BUILDING AND
WAREHOUSE COLONY SHALE OIL PLANT
5850-190-951-25
July 24, 1981
5 DESIGN REQUIREMENTS Continued
6
(4) DESIGN LOADS The basic design loads are the following.
DEAD LOAD The dead load includes the weight of framing, walls,
roof, lighting, etc, including special loads shown on the
drawings.
ROOF LIVE LOAD Minimum load shall be based on UBC
( Chapter 23) •
ROOF SNOW LOAD Minimum load is 40 psf.
WIND LOAD Design wind pressures shall be determined by the
method described in Section 4 of the· "Metal Building Systems
Manual" (MBMA) • The design wind velocity shall be 80 mph.
AUXILIARY LOADS All dynamic and/or impact live loads, such as
those caused by the operation of a bridge crane.
SEISMIC LOADS Design for seismic zone l.
LOAD COMBINATIONS Load combinations shall be determined by
the method described in Section 7 of the "Metal Building Systems
Manual" (MBMA) •
MATERIALS
(a) STRUCTURAL STEEL ASTM A 36 Members less than 1/4-inch thick
shall comply width ASTM A 446, Grade B. All members shall be shop
primed with the manufacturer's standard primer.
(b) BOLTS FOR STRUCTURAL CONNECTIONS All bolts for field
assembly of structural members shall conform to ASTM A 325 or A 490.
Design and assembly shall conform to the requirements of the AISC
Specification for Structural Joints using ASTM A 325 or A 490 bolts.
All main members connections shall be installed and tightened using
load indicator washers. Main members are defined as all beams
framing into columns and beams supporting a tributary roof area of
600 square feet.
(c) CAULKING AND SEALANTS Elastomeric, non-shrinking,
non-cracking, complying with Federal Specification TT-S-00227, Type
II as recommended by building manufacturer and approved by the
Owner's representative.
(d) STEEL SHEET ASTM A 366 prime quality stretcher leveled
carbon steel sheet.
SlU A6
,
578
12-75
CF BRAUN & CO
RC Seline
Page 9
Specification
Exxon Company USA
Colony Shale Oil
Parachute, Colorado
PHASE I
PREASSEMBLY BUILDING AND
WAREHOUSE COLONY SHALE OIL PLANT
5850-190-951-25
July 24, 1981
6 MATERIALS Continued
(e) SIDING, ROOFING AND TRIM The panel material shall be Armco
Steelox system and shall have a 16 inches maximum covering width and
interlocking ribs. Panels shall be roll-formed of 24 gage
steel.
The roofing panels shall be Armco's 2 inches high standing seams,
aluminized steel type 2, Base metal is steel tested in accordance
with ASTM A-446 to meet minimum yield point of 48,000 psi, coated by
the continuous hot dip method uniformly on both sides with
commercially pure aluminum. The coating may be saturated with iron
but contains no silicon, Furnish Armco's 20 year warranty with the
aluminized steel panels. Roof system is to utilize an interlocking
standing seams incorporating concealed fasteners or clips
mechanically rolled into standing seams. Clips themselves must be
slotted to accommodate expansion and constraction, Fixed clips are
not acceptable. Thermal spacers as specified herein shall be
incorporated in the system. The roof system shall have a
Underwriters Laboratories rating of class 90 for uplift.
The siding panels shall be Armco's 3-inch high embossed
Flouropolymer Enamel-Duranar 200 panels, Steel shall be uniformly
coated on both sides with a minimum G90 weight of·zinc in accordance
with ASTM 525, Material shall be tested in accordance with ASTM 446
to meet or exceed a minimum yield point of 37,000 psi. The
thermosetting fluoropolymer (resin) enamel shall have a minimum of l
mil (.001 inch) thick on the exposed face. Furnish Armco's 20 year
. warranty with the Steelox wall panels.
The fascia, trim and flashing exposed to the exterior shall be
prefinished and shall be Armco Flouropolymer Enamel Duranar 200.
(f) FASTENERS Exterior wall shall be fastened to supports with
zinc coated screws, bolts and clips located on the inside of the
panels. Bolts and nuts shall conform to ASTM A-307 and
electro-galvanized per ASTM A-164 with a chromate conversion
treatment. No exposed fasteners at the exterior of the wall panels
will be permitted.
Trim members shall be attached with sheet metal self-tapping on
self-drilling screws of stainless steel with weatherseal washers.
SlU A7
i
\
'
r
578
12.75
,.---
~-
CF BRAUN & CO
RC Seline
Page 10
Specification
Exxon Company USA
Colony Shale Oil
Parachute, Colorado
PHASE I
PREASSEMBLY BUILDING AND
WAREHOUSE COLONY SHALE OIL PLANT
:><>50-190-951-25
July 24, 1981
6 MATERIALS continued
(g) INSULATION Reinforced white vinyl faced fiberglass
insulation with the vapor barrier placed toward the interior of the
building. The insulation and its vapor barrier facing shall carry a
underwriters' laboratories {UL label) fire hazard classification
indicating a flame spread of 25 or less. Min.6# density per cu ft.
Wall insulation shall be fiberglass batts installed in the cavity of
the exterior panels. The insulation shall be 3 inches thick.
The batt insulation shall be held in place with white extruded hat
sections applied over the standing seams to retain insulation.
Roof insulation shall be 4 inches thick fiberglass blankets. The
roof insulation shall be held in place using Armco's thermal {break)
spacer of expanded polystyrene strip conforming to ASTM E-84. The
insulation shall be held in ~lace with 16 gage galvanized welded
wire insulation support fabric. The wire mesh sag between purlins
should approximate the nominal thickness of fiberglass insulation.
No oversag is permitted.
{h) LINER SHEET Liner sheet shall be Armco's Steeliner and
located 8 feet above finish floor at the exterior walls of the
buildings and on the gypsum board side at the one·hour fire-rated
wall, The liner sheet shall be a electro-galvanized steel 29 gage,
40,000 psi minimum yield, exposed face painted with a
factory-applied color coat, nominal 1-mil thick of thermosetting
enamel prior to fabrication. Furring devices shall be galvanized
steel 25-gage minimum. Fasteners shall be cadimum-plated stainless
steel self-drilling screws with color-coated nylon heads.
(h) SKYLIGHTS Skylights shall be Armco's flush-faced composite
unit consisting of a protective coated steel panel in conjunction
with a fiberglass reinforced plastic panel, 16-inches wide with two
2-inch deep ribs, 16 inches on center. The steel panel is
perforated and its exterior face is covered with a formed sheet of
clear 0.04-inch thick fiberglass reinforced plastic laminated to
the steel with adhesive sealant. The insulating pan below the
skylight is a composite unit consisting of an extruded aluminum
frame with an opaque bottom sheet of 0.06-inch thick fiberglass
reinforced plastic panel, factory sealed to the frame. All skylight
units are flashed, sealed, reinforced and fastened to the roof to
provide a secure and weathertight assembly.
SlU AB
(
('
'Ma
12-76
.•..:.-·. __ _,,, ...
e ine
Exxon Company USA
Colony Shale Oil
Parachute, Colorado
CF BRAUN & CO
PHASE I
PREASSEMBLY BUILDING AND
WAREHOUSE COLONY SHALE OIL PLANT
6 MATERIALS Continued
Page ll
Specification
5850-190-951-25
July 24, 1981
,i-UV14 11)!
.. (i:).--.. -ONE:·BOUR FIRE'-RA'l:'ED Wl\l.L: ·,,J;>ro~r.id·e ArmCIJ.1 .S non-:,bearing .fire
. ratE!d wall, (bot~ sidE!s) as teste_d per Factory Mutual· test. number
WP 167 Serial· No· 19345, as shown on the drawings. · ·
···i11i/6~1c,ifs· :~11~ii' i>e ·ait··fcfi.rows '.a , , ..... , ·· ". ·, .. · .·,. ·
Description of
area
Exterior walls
Gutter-fascia trim
and· frames .·
Color
Armco-Cougar Tan
Armco-Bronze
Arm:i::o-Bron:ze '
:~: :.:·/~~~;. '!~-r~-==~~, ; .::r-:: ~-,:.>tgifi'ff g~tai;t<~ta~! ~ ..... ~::~~·~,·1t~~it~6J~fai:~,T~ri ~:?·~·:-f•._;-:·~~1 ·:"~·-.:-~:~.:~_it/_?-~--:~~~~},;*~~:~-~";.-~~~::;.---~-~~"~: ·:r
Frames ·
·. ·,:~ .,, .•. :-;_ .c··_.,. _;.·.·.= ~ ... -::-~~.,.-•. ·, ._., ........ ~·-.•• ~~--.... ,. ;-·· :·;: ;; .. •_: .• _ _._ ...... _.-.. ·-.:·.-.,~~-.:._
LO.U'll.ers. , .Armco-Cougar Tan
·.:.•,,,
. · .. Interior, liner ... · .. . ··. ·sneets"'an'd··Gypsurlt··,,. · ·
Board Armco-Parchment
.· . ~-
7 FIELD PAINTING
,: :;._ ·-•<;.· ;,,;';,.· · ,.,,'.• fi,f t<'f?ii!otiPi'~ ;,/·~~:~~~*i;1~~1: .. w'b?t:~Jf:·-',·:\fri1i!i: ~~fuk.--i:taiiff-.ta,~~~l!i~\?'.'
(...)
the following.
(l) Personnel doors and frames
;···;,;. ·,: .. (2). Rolling ·doors and frames
:'•._r_·..',•'.:::-•::_.•:•· ~:•·· .. -~ ·:.:_:-.·· :,;\.'.,·_•'..,:·.~:~·.-._-.-, ·i :·.-.
(3) Louvers ·
C4i Gypsumboard atthe one-hour.fire wa:i1·
( b) GENERAL Provide materials produced by PPG Industries, Inc,
oo not modify paint materials except for neces~ary thinn~ng and/or
color tinting performed in strict accordance with the paint
manufacturer's printed instructions and recommendations.
Materials are specified herein by PPG p~oduct identi£iea~ion
. numbers.
SlU A9
r
578
12-75
r·-
CF BRAUN & CO Page 12
Si:,ecification RC Seline
PHASE I Exxon Company USA
Colony Shale Oil
Parachute, Colorado
PREASSEMBLY BUILDING AND
WAREHOUSE COLONY SHALE OIL PLANT
5850-190-951-25
July 24, 1981
7 FIELD PAINTING Continued
PRIMERS AND UNDERCOATERS
(l) Galvanized Metal
(2) Ferrous Metals
(3) Gypsum Board
FINISHES
(l) Exterior & Interior
Enamel
(2) Interior Enamel
(Gypsum Board)
(c) SURFACE PREPARATION
6-209 Galvanized Steel Primer
6-212 Zinc Oxide Primer
80-60 Wallhide latex flat wall
paint
6-252 Exterior Alkyd Gloss Enamel
Latex interior semi-gloss enamel
(1) GENERAL Surfaces to be painted shall be clean, smooth
and dry. Oil, grease, dirt efflorescence and other matter which
could affect adhesion, durability or appearance of the paint
finish shall be removed. Materials and methods used in
preparation of surfaces shall strictly comply with this section
and paint materials manufacturer's printed instructions and
recommendations, unless approved in writing by the owner's
representative. Surfaces not accessible after assembly or
erection shall be cleaned, primed and painted to total coverage
before assembly or erection.
(2) SHOP PRIMED AND PAINTED ITEMS All factory or factory
primed or painted surfaces shall be inspected prior to field
painting. Surfaces that are scratched, abraded, rusty and that
show heavy chalking and other defects in the prime or paint film,
shall be repaired as follows. Thick steel items shall be cleaned
by power tools. Thin items, such as metal doors, frames, shall be
carefully cleaned by the use of paint removers, hand sanding or
power tools. Cleaned areas shall then be reprirned. If more than
50 percent of the surface of any item requires repair, the entire
item shall be prepared and reprirned. Shop primed items shall
require only field finish coats, except as noted above.
SlU AlO
r
578
12-75
CF BRAUN & CO Page 13
Sneci f ica tion RC Seline
Exxon Company USA
Colony Shale Oil
Parachute, Colorado
PHASE I 5850-190-951-25
July 24, 1981 PREASSEMBLY BUILDING AND
WAREHOUSE COLONY SHALE OIL PLANT
7 FIELD PAINTING Continued
(d) PAINT APPLICATION
(1) GENERAL Painting and finishing shall be performed by
skilled mechanics. Apply each coat at proper consistency, evenly,
free of sags, laps and runs, cut sharply to required lines. Apply
paint only under conditions that will insure finishes free from
blemishes and defects, and only when temperatures are above 40
degrees F and below 90 degrees F, Apply each coat to complete
coverage. Allow sufficient drying time between coats. Primer and
intermediate coats shall be unscarred and completely integral when
succeeding coats are applied. Apply finishes in the minimum
numbers of coats specified. Dry film thicknesses shall be as
recommended by the paint manufacturer.
Notify the Owner's representative when each coat is ready
for inspection. Do not apply succeeding coats until preceding
coats have been inspected and accepted by the field
representative.
( e) PAINT FINI SH SYSTEMS
(l) EXTERIOR AND INTERIOR
(a) Metal, Primed (gloss)
First Coat
Second and Third Coats
(b) Metal, Unprimed (gloss)
First Coat
Second and Third Coats
(c) Gypsum Board
First Coat
Second and Third Coats
SlU All
Touch up shop prime coat as
necessary
Exterior enamel
Zinc oxide or galvanized
metal primer as required
Exterior enamel
Latex flat wall paint
Latex semi-gloss enamel
'
;
'
'
(
578
12.75
C F BRAUN 8c CO
RC Seline
PHASE I
Page 14
Specification
Exxon Company USA
Colony Shale Oil
Parachute, Colorado
PREASSEMBLY BUILDING AND
WAREHOUSE COLONY SHALE OIL PLANT
5850-190-951-25
July 24, 1981
8 GENERAL REQUIREMENTS
(a) GENERAL The building shall be fabricated and erected in
strict accordance with the approved shop and erection drawings and
the specifications, codes and manuals as referenced in Paragraphs 3
and 5. Erection shall be performed by the building manufacturer or
erector bearing the manufacturer's written approval.
All component parts of the building shall be shop fabricated and
finished ready for bolted assembly and erection at the site without
modi.fication, except for changes necessary dul:o to unforeseen ·
conditions at the job site.
Base plates, cap plates, ridge plates, stiffeners and similar
required features shall be factory welded in place. Splice plates
shall be shop fabricated. Bolt connection holes shall be accurately
shop drilled or punched. Columns and roof beams shall be shop
prepared for attachment of bracing and secondary structural members.
Members directly supporting wall and roof except light gage members,
shall be shop drilled as necessary for self-tapping fasteners.
(bl GALVANIZING All steel surfaces to be galvanized shall be
cleaned by pickling in accordance with the Steel Structures Painting
Council Specification, SSPC-SPB, Pickling. Welded areas of steel
members shall be cleaned by blast cleaning per SSPC-SP6, blast
cleaning prior to pickling. After cleaning by pickling, fabricator
shall hot-dip galvanize steel surfaces in accordance with ASTM
Specifications A-123-73. Galvanizing shall be done after completion
of all cutting, drilling, forming, punching and welding operations
performed in the shop, but before any assembly by bolting.
High-strength bolts, nuts and washers conforming to ASTM A 325 shall
be hot-dip galvanized in accordance with ASTM Specification A-153
with a minimum of 1.25 ounces per square foot of surface area.
Machine bolts, nuts and washers shall be galvanized in accordance
with A-153-73. Galvanizing shall be done after all threads have
been rolled or cut, and all nuts shall be retapped after the coating
process is complete. Welds, cut~, abrasions, or damaged areas of
galvanized surfaces shall be repaired by preparing the surface in
accordance with either SSPC-SP-2, -3 or-7.
(cl FIELD FABRICATION
fabrication will not be
Owner's representative.
SlU Al2
Field welding, burning or other field
permitted except on written approval by the
/
578
12-75 RC Seline
Exxon Company USA
Colony Shale Oil
Parachute, Colorado
CF BRAUN & CO
PHASE I
PREASSEMBLY BUILDING AND
WAREHOUSE COLONY SHALE OIL PLANT
8 GENERAL REQUIREMENTS Continued
Page 15
Specification
5850-190-951-25
July 24, 1981
)l15f_i;i.Lcv 1/,,~ ! 'i !? I
I
. ·i(dl •,:· :FJ:ELD·.MODI.FICATI:Of:1 :·-• :·Required.?•£ i:e·ld"-·~dif i.cat:ions:c sha'll · colliply:·-0 • ·,.
with th.e manufacturer.' s rec:ommenda tions and .procedures. for highest •
quality workmariship; · · .. · ·.· · . · ·• ·, .. · · · · · . · ·
.--··.·-·-.-.-,· .· .. •;-.. · .. ; __ ~ ....... :,.:. '\. ·;~;::·:··.:·.·, :.:·:-·, .·: : . .--•.•-· _ .. ··-.·-.-_··,·~\.'~-;.<}"~\-.-. ::··:·., .. .: .. ;-
' ·. (tf) .. · STRUCTURAL STEEL·•. ·irabr1 cate and· erect· stnctiiral-steel ·rn · •· · ·
accordance-. -',d:th· the AI·sc· ·Spec':i,fication ·for· the Design Fabrication·
and Erection of Structural Steel for Buildings, the AISC Code of
Standard Practice for Steel Bridges and Buildings, the approved shop
and erection drawings, and this specification.
(f) FLASHING AND TRIM All flashing, trim, closures and similar
;.:.:,.~0h·:: :.::~:?;Ji:-:~:~ii!~~~!~):i!i~,;~;~t~t¾iS~i.}:,~iii;ri!.ij:f.aei1iJtt~·.:-,, .. :•.
· .. · · · · weather'tigh·t and watertight. In no case shall ·flashings and trim be ·
··•·-~:•'.·,·m ;.~;.,.~~;~·~:~::~:~~!!;:~~::~-Q;,!:~::~:-:::·:-::~:~:,~~:,~:-::~:~::,~~~~;,~,~-~--::
• ., .. : , ... ,, . , .. ,:.•wher.e -.,shown.-.-· G,u-tt.er-1!5• :a-nd·,;.dewn•Spou ts>·ar·e~ to, 'COn£orm, tc:,, ·sheet"'Meta-1' · .. · >
· ~ and Air Conditioning Contractors Na.tional Association., . Ille, . . . . .
Archi te·ctura1· Sheet Metal Manual;-· for sizing, spacing of expansion·
joints and .downspouts, .. minimum material thickness., fabrication and .
·· ·· , · ·· ·. 1nsta:lla't'i:On\.· ., Gutters; .'·down!i'pOlfts'; ¢:lips';'· joi'nts';':·· artc' a11 . ot:'liifr··.· .: .
hardware associated with the gutters and downspouts shall be
compatible with design and finish of building wall. Gutters and
downspouts shall be designed for a rainfall intensity of 3.0 inches
·::; -•/~ ~;.:~•(;~:'·:~::. h. •. f i/~~~}t~l;~.:·):~'¥;t~·t·A-;::.~t,)l.e~.?'f.\~;.\~ ·);: ?~;.?:~~~tlf.<;:. '.~:.~~~-'!:"].~} ?-; ~-tif.·:~/.}'!·~~-_iia~V:_~-"~~~:~4f~fJ.~!? ~ {~. ~1~i: // a·\'
(i) DOORS All personnel doors shall be hollow metal, insulated,
complying with SDl Standard 100, Type ll, Heavy-duty, Style 4
seamless-composite construction and shall be provided with
weatherstripping at head jambs and. with a threshold at sill.
' {." .. :. : ,;, FIRE--'RATE'If•oooRS ,,. Wheie· 'fire rat:'i.ngs' of door's' are' sh~ 'pi-'ov"ide ,,.
doors ·and frames which have been tested and· rated by Underwriter's
Lc!,boratori.es . (UL) for single-point hardware. and which are ~ertif-ied ,
tiy the manufacturer to comply wi•th NFPA standard Number 80 for the
required rating. Provide UL labeled frames where required for
one-hour rated door assemblies. Fit and install frames per
manufacturer's applicable code requirements.
SlU Al3
'
578
12-75
r
'
(
RC Seline
Exxon Company USA
Colony Shale Oil
Parachute, Colorado
CF BRAUN & CO
PHASE I
PREASSEMBLY BUILDING AND
WAREHOUSE COLONY SHALE OIL PLANT
8 GENERAL REQUIREMENTS Continued
GLAZING FOR DOORS
Page 16
Soecification
5850-190-951-25
July 24, 1981
(1) At non-rated doors provide 1/4-inch thick laminated
safety glass.
(2) At rated doors provide UL approved 1/4-inch thick
wire glass with a vertical and horizontal wire pattern.
All personnel doors shall be equipped with heavy duty closers which
shall be mounted on interior side of the door.
All personnel doors shall be equipped with "BEST" 77K Series
cylindrical locksets with interchangeable cores. Provide
construction cores for each lockset. Final keying shall be by the
Owner's representative.
STYLE -4A, Shasta
FINISH -US26D, Satin Chromium
Personnel doors, Lockset type
Best 77K-B, Entry and office lock
(j) HARDWARE Door shall be equipped with hardware, standard
with the door manufacturer as approved. Following is a listing of
hardware required and equivalent quality. Provide US 26D finish.
l 1/2 pair hinges, Hager BB-1279
l closer, Norton D-RA
l lockset
l threshold, Pemko l80AV (omit at door No 2)
l rain drip, Pemko 345A (omit at door No 2)
Weatherstripping, Pemko 375AR (omit at door No 2)
(k) ROLLING DOORS Products of Kinnear is specified to establish
minimum requirements for the rolling doors. Equivalent products of
other manufacturers, of the same type and quality, will be
acceptable provided they meet the essential requirements of the
specified manufacturer and is acceptable to the Owner's
representative.
(1) Rolling Doors Rolling doors at the exterior of the
building shall be Kinnear FP0-'20 power operated with a low
voltage control. All doors shall have a chain override.
SlU Al4
(
578
12-75 CF BRAUN & CO
RC Seline
Page 17
Specification
Exxon Company USA
Colony Shale Oil
Parachute, Colorado
?HASE I
PREASSEMBLY BUILDING AND
WAREHOUSE COLONY SHALE OIL PLANT
5850-190-951-25
July 24, 1981
8 GENERAL REQUIREMENTS Continued
(2) Rolling Fire Doors Rolling fire doors at the fire-rated
wall shall be Kinnear (Kenco) FPOA, power operated with a
low voltage control, with chain override. Doors shall be
provided with a Underwriters' Laboratories certificate of
inspection indicating that the construction of the door
conforms to the UL specification for a fire-rated door
assembly.
(3) Slats Galvanized, phosphate prime coated and with
interlocking slats. Slats to be of section sufficiently
large to give curtain adequate strength to safely resist the
specified design wind load, but in no case a windload of
less than 20 pounds per square foot. Ends of slats shall be
provided with endlocks and windlocks.
(4) Counterbalance Curtain to be coiled on a pipe or barrel
of sufficient size to carry the door load with a maximum
deflection of .03 inch per foot of opening width.
(5) Hoods Provide a minimum 24 gage sheet metal hood with
air baffle. .
(6) Guides Structural steel angles or precision rolled
formed channels and angles or formed steel of sufficient
depth to retain curtain in guides against. the specified
design wind pressure. Provide windlock bars and sealing
strips on guides.
(7) Gears High-grade gray iron, cast teeth machine-moulded
from machine-cut patterns.
(8)
(9)
Bot tom seal
seal.
Provide two angles with neoprene loop-type
Locking
door.
Provide hasp or other similar means of securing
(1) FRAMED OPENINGS Framed openings shall be provided to receive
pressed metal frames and doors, rolling doors, and shall be shown on
the building manufacturer's approved shop and erection drawings.
(rn) FOWER VENTILATION Products of Penn Ventilator Company Inc is
specified to establish this minimum requirements. Equivalent
products of other manufacturers, of the same type and quality, will
be acceptable provided they meet the essential requirements of the
specified manufacturer and is acceptable to the Owner's
representative.
SlU AlS
. ' .
/
r-,
r..., ' .... ..,.,
RC Seline
Exxon Company USA
Colony Shale Oil
Parachute, Colorado
CF BRAUN & CO
PHASE I
PREASSEMBLY BUILDING AND
WAREHOUSE COLONY SHALE OIL PLANT
8 GENERAL REQUIREMENTS Continued
Page 18
Specification
5850-190-~51-25
July 24, 1981
ll_;t/:ii1-1»i,, 1t I 4t,I
' I
.. ,P.OWER ,yE~I.µ\T9.l~~ . ,·, .. y~ri,j;.i.la,t9r-s .shall., l:le .. Fenn AJ._ret t~ pro;,el.ler ...
·type; v.:.bel:t· driven; roof "vertti"lators as·· manufactured by. the. Penn
Venti~tor co I.nc, .. They·· shall· be· fabricated of_; mamifacturer 's ·. . .
· standard gage,_ alunti.rium and of weatherproofed construction. The
'· ··housi.ng ·:shal:1-,be::low·: si:lhouet; te-:de11ign · hinged-,for··-co111p·lete '.access_•>. :
-and. provj,ded. with alu_minum.. bird _guards. having. 85-percent .free· arJia ..
over the ·discharge . opening. The V-belt drives. shall. have .. . · ·.
adjustable motor sheaves factory set for the fan speed as given in
the capacity rating below and a minimum of two V-belts. The
motors are m:>unted on an adjustable base for easy setting of belt
tension.
. . . ... • .. : . . ., _,., .. ..Ventilator~,. "'ha•l.l ... be, .. ll!Qu,nted on , .. factory .. _ f~r-i~ted . roof .. curbs, ,, ·· ...
,. : ·ii:,;,., ·_; -.,., '··•-<: ,.: -··-&eti:u2'«lf{•:,;lls-t:~d_.,-a-nd·0 pr..oper~y.-t'Utis-~d>i ·.,and,,!!!quj.pped ',-.ti;~;gi:~v,i.ty ,., .
· type· back-draft. da:lllpers arranged· for .air exhaus-t. · · · ·• ·
·' ,, ;-i .".o\f-<f;,-. 1,-y;. ',,.'-:,,g&·=#~i.;.-,,.t~,.;_11 ~r-d,,ti:wfl:~-'-ite-c:U••"~~1tt••·a/p11,"", is"{.t~~it:/~'"4-SO ,,,:-,· , . .,.\'·
· vqlt. U L approved safety disconnect switches in weather-proo;
, .; .. inu9;lpi_ .,s~i;ef .s~{q;,. ~. p:r;-o,y~~efi, ~~d. ;~,!,a),:\,.~d .. p1:1 -~~, ;v!n,t:l,,la,t,'?,r, _.,, ;-,: .. _
r• no s ng. . . . . . . ·
..
(n) SHEET METAL LOUVERS Furnish .and install where. shown ·on the
... ,_. :·: ,., ... dra,w.ings. ·ma~u,ally:' :,cpf!);''!!,p.le:. w<i,l.li ·10.uver!l:?:!¢4e:J; ·.P:M'--;t.6 -.as .l!(;ln.iifa~u:c:e~.
by the Penn Ventilator Co ·Inc. Frame and louve·r blade members shall.
be roll formed of 16 gage painted galvanized steel. Manual
operation shall be hand crank, jalousie type. The exterior face is
· to be protected with 3/4 inch diamond mesh expanded galvanized steel
' :·• ,:~::,;::~•{:•;;+:~ ~ ~:.'.~~?/~~~~~~$.~~¥e ~:~~:~~,!.~~\,~:~1r_ ~>-~~~-;(~~ ! •.~Y:f'..~:-.r:~-~,,._¥~~i 4~.:.~~ ~;-~_.=:. i:;;~:~ •~~:1::~;~~~:;i-t:-f~;~ .. ~l~~--~:~•f;_~~-f ;.~ ~ ,'-~~~ {~:-·
(9) BRIDGE CRANE SUPPORT SYSTEM The bridge crane support system
shall consist of the bridge crane columns and beams to support a top
running double girder bridge crane. o, Ar· ... ·• .• 'rhe. C,ontractor_-;s~all-c9orqj.nate, thei.-support .sys.t~ wi_th,,tl).~-'.qr,i.dg4..;
I{\ crane manufacturer. to determine the height· of the beams and the
method for securing .the support system to the building columns, and
other design requirements·. ··
(p) TOUCH-UP At the completion of the erection, all abraded and
bare spots in the finish shall be repaired and touched-up to match
the original ·coating. Methods and materials used in the touch-up
shall be as recommen.ded by the building manufacturer, subject to
approval by the Owner's representative.
(q) WEATHERl?ROOFING The completed building shall be sealed
weathertight and watertight using the manufacturer's standard
, procedures and materials as approved by the Owner's representative.
End of Specification
SlU Al6