HomeMy WebLinkAbout2276·ccq1,1KT'( !3UILDING AND SANITATION DEPARTMENT
, ,, 2014 Blake Avenue ,
Gle,n,w9<1d Springs, Colorado 111601
:j'(il03) $45-8241 / (303) 625-3321 ,,,,,
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PAif.f .1.. Tenngy
Clerk
/
BUILDING PERMIT APPLICATION
GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
Bldg. No. PP-10
Garfield County, Colorado, December 11 , 19..§.l.
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, Terminal Facility -Co. Rd. 215
Pedestrain Tunnel Entrance Covers
Purpose for which building is to ·be used:---------------------------------
Size of Lot: _______ N_/_A ________________________________ _
Distance of building from property line at
Front, ___ N_/_A ____ _ Rear, ___ N_/_A ___ _
N/A Distance from nearest building, __________ _
N/A Source of water supply: _____________ _
N/A Type of sewage disposal: ____________ _
Width of building: ___ __.1~3L'-----------
Length of building: ___ _.2...::4._' __________ _
Height of walls: _____ ;,8_' _________ _
Left Side: ___ N_/_A___ Right Side: ___ N_/_A ___ _
Number of stories: _____ o_n_e __________ _
one Number of rooms: ________________ _
Type of foundation: ----"'R,.,e .. , .. · J.JUcif.so"'r!...!.c""ea.1d;_C"""oun.i.,c ... r.c.secit.,e.,_ __
Material in outside walls: _,.M.,e._t...,a.,l~F._r..._..a""m"'e,.__ _____ _
Exterior finish: __ .JM!illa~a&l,L ___________ _
Type of roof, __ _,M,ee,a_,,t,aac,l ___________ _
Floor space in square feet, Two bldgs / 312 sq. ft. ea.
Estimated value: $ 34,330.00 Total
Date construction will begin: __ l:,:_-.:;2:..:0e_-_.,,8.:;2:__ ____ _ Date of completion: _______________ _
Permit charge: $ 142.00
Plan check fee: $ ____________ _
TOTAL, $ _1_4_2_._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, ------+~-=~=~L"----'=-_V),1/J...:___:_,._::,.~r-=-c'--------
Floyd E. Myres
Senior Permit Coordinator
"7---., .J_
The County Commissioners bereby grant tbe above permit as per terms tberein stated. This --~,,,.4:c,..,,L!.=----day of
__ --fl.O.L..Lc_,_c~e'-"-'*:t:L,£(.c· -+(-"'-/ _, 19 __
Brown&'Root.lnc.
December 8, 1981
REQUIREMENTS FOR PERSONNEL TUNNEL
ENTRY BUILDINGS
Revision 1
Minimum required ceiling height of building -8'-0".
Required building length inside walls= 24'-4".
Required building length front to back inside walls=
13'-2".
Door hardware to be 2-sets of double leaf doors equipped
with wired sight glass in each leaf, panic door openers,
and automatic door closers.
Adjustable louvers are to be installed in the front wall.
The buildings will have flat roofs and be provided with gutters/
downspouts to channel runoff towards the back of the building.
The building should be insulated to R-19 with fiberglass
batten and interior liner with cap trim (same as exterior
wall pannels) shall be provided and fastened to girts at a
height of 7'-4" for insulation protection. Insulation
thickness shall be 6" in the roof and 3" in the wallS.~.
Siding and trim color shall match Marathon Metallic Company
adobe beige (ADBG) or approved equal.
The back walls of the building shall be cut to match the
openings to the tunnel pipes and the connection shall be
sealed and waterproofed.
Subcontractor shall supply anchor bolt locations for the
foundation that Brown & Root is to build.
Subcontractor to supply fabrication drawings for review
and approval.
All electrical work to be done by Brown & Root.
; <
.-,----~earns. intermediate columns, bearing end frames and
·1dwall columns.
3.2.2 Hot rolled structural mill shapes used in primary
framing shall conform to the requirements of ASTM A36.
Hot rolled bars, plates, sheets or strip .used in primary
framing shall conform to the requirements of ASTM A-
529, A-570 or A-572 with a minimum yield strength of
42,000 psi.
3.2.3 Rigid Frames, tapered beams, leanto and canopy
beams and side columns shall be straight or tapered
welded built-up I shapes or structural mill shapes.
3.2.4 Bearing End Frames {beam and column) shall
consist of columns at building comers and continuous
rafter beams supported by end wall columns. Beams and
corner columns shall be fabricated from structural mill
shapes.
3.2.5 End wall columns shall be welded built-up I
sections or structural mill shapes.
3.2.6 Tubing or pipe used for interior columns in
MF·l, MF-2 and MF-3 and other structural uses shall
conform to requirements of ASTM A-500, A-501 or A-53
as applicable I minimum yield 36,000 psi).
3.2.7 All base plates, splice plates, cap plates and
stiffeners shall be factory welded in place and shall in-
clude bolt connection holes. Webs shall be shop fabricated
to include brace rod holes and flange brace holes.
3.3 Secondary Framing
3.3.1 Secondary structural framing shall include the
purlins, girts, eave struts, flange braces, sill support,
rake angles, clips and other miscellaneous structural
parts.
,,-... 3.3.2 Hot rolled steel and strip used in fabrication of
;old-formed members shall conform to the requirements
of ASTM A-570 with a minimum yield of 55,000 psi.
3.3.3 Purlins and girts shall be 8" cold roll-formed
"Z .. sections with 3 11 flanges with stiffened edges. Stiff-
ened flange edges shall be formed so as to permit nesting
during shipping and when assembling ov.orlapping con-
tinuous connections.
3.3.4 Eave Struts shall be unequal flange "C" sections
cold formed so as to provide adequate back-up for both
roof and wall panels at the building eave.
3.3.5 A continuous sill support member shall be
provided to which the base of the wall covering may be
attached. This member shall be a galvanized angle an-
chored by explosive driven fasteners, expansion bolts or
anchor-bolts.
3.4 Bracing
3.4.1 Wind bracing 'shall consist of diag0nal rod or
angle bracing in both roof .and sidewalls. When diagonal
. bracing is not permitted in the sidewalls, a rigid frame
type portal may be placed between the frames: Where
diaphragm action of the covering panels prov~des the
required wind bracing, rod or other forms of bracing shall
not be furnished. :u.2 The inside flange of rigid frames shall be braced
laterally by angles connected diagonally to the webs o{
purlins or girts. •
3.5 Roof and Wall Covering
:1.:,.1 Extnior roof and wall t·nvt•rinl! shall he :.!fi•J!a.
cnh·~"!'~~r "ilt•1•l. Br:1dl'O ··1r· typt• rihlwd pant•ls.
,L.,._ ~latt•rwl (or ,:alvaniz,•d !-.tl.>t•I panL•ls shall con•
r,. form to l)w rt·<1um•1m•nls of :\ST~l :\--l•ifl (iradt• E (H0.000
11""' minimum ~·1t·ltll I .'.!~1 ounn• coatini.: <.·lass.
3.5.3 Unless otherwise specified, the exposed surface
of all galvanized roof and wall panels, flashing, trim,
gutters, downspouts and other exterior galvanized steel
surfaces shall be color coated with BRADEN PANEL·
COTE 20 silicone polyester coating system, which will
meet or exceed the following durability criteria:
a. Film Integrity:
Film will not peel, crack, check or blister,
except for slight crazing on tightly formed
bend lines as a result of accepted fabrication
procedures for a period of 10 years on vertical
(+ 15° ) surfaces or for a period of 5 years
on non-vertical surfaces.
b. Chalk:
Finish of vertical (± 15° ) surfaces will not
chalk in excess of a numerical rating of 8
for colors or 6 for white as measured by
ASTM D659-44 for a period of IO years .
c. Color Change:
Finish of vertical 1+ 15°) surfaces will not
fade or change color more than 5 NBS units
as measured by · any standard Tristimu1us
colorimeter in accordance with ASTM
methods on a properly cleaned specimen for
a period of 10 years. ·
3.5.4 Type "R" panel shall have major ribs 1-1/4"
deep on 121 centers with two 1/ 4 11 deep minor ribs
between each major rib. Panels shall provide a 36" net
coverage in width and shall lap one full major rib on-
sides. All end laps shall be at least 6" on roof ar.d 4 11 on
walls and shall occur over a purlin or girt. All panels shall
be continuous from ridge to eave and from sill to eave
except where length becomes prohibitive for handling
purposes. All end wall panels for buildings with 1: 12 roof
slope shall be square cut. All endwall panels for buildings
with 4: 12 roof slope shall be bevel cut.
3.6 Gutter, Downspout and Trim
3.6.1 Trim and flashing shall be furnished at the rake,
corners and eaves; at framed openings and wherever
necessary to provide weathertightness and a finished
appearance. Gutters at eaves shall be standard. Trim at
eaves shall be available as an option. Downspouts shall
be rectangular in shape measuring approximately 4" x 3".
3.6.2 Galvanized steel for trim, flashings, gutters
and downspouts and other miscellaneous uses shall be
26~ga. or heavier and where specified shall be color coated
with BRADEN PANELCOTE 20.
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t ; 3.6.3 A formed ridge cap matohing the. slope. -and .. ,~
profile of adjoining roof panels shall be provided along.
the building ridge .
3.7 Bolts and Fasteners
3.7.1 All field connections except rake angle shall be
bolted. Stru_ctural bolts shall conform to ASTM specifi-
cation A-32<) with no washers and shall be tightened by
the turn-of-the-nut method. •
3. 7.2 All panels shall be attached to secondary
frammg with # 14 x 3/4 Type A sell-tapping screws with
cadmium plated carbon steel head and shank and domed
wa~h~r with neoprene sealing element. Roof panels shall
be Joined ?-t. side laps with same fastener. Sidewall panels
shall be JOtned at side laps with #10 x 5/8 Type A
\\'::tshered hex head self-tapping screw with cadmium •
plated carbon steel head and shank.
3.7.3 Optional fastener for roof and wall panels shall
be # 12 x l" self-drilling screw with cadmium plated
carbon steel head and shank with washer and neoprene
•
sealing element.
3.7.4 Trim laps shall be connected with 1/8" alu-
minum pop rivets.
3. 7 .5 Heads of all fasteners for colored panel and
trim shall be pre-painted· to match color of adjacent
surface.
•
3.8 Sealant and Closures
3.8.1 Sealant for sidelaps, endlaps and flashings shall
be a nominal 1/4" wide x 3/16 thick, gray pressure sen-
sitive tape which shall be a blend of butyl rubber, plas-
ticizers and inert fillers. The material shall be non-toxic,
non-corrosive, non-shrinking and non-drying and shall
have superior adhesion to metals, plastics and painted
surfaces at temperatures from -40° to + 180° F.
•
3.8.2 Clear silicone sealant shall be furnished for
application at head of windows, louvers, walk doors,
framed openings, thresholds and where indicated on
drawings.
3.8.3 Closed cell 1ight gray EPDM closures matching
the panel profile shall be installed along the eave, rake _and
at accessories as required to provide a weathert1ght
building.
SECTION 4: PAINTING AND FINISHES
4.1 Structural Painting .
4.1.l All members fabricated or formed from hot
rolled steel shall be hand cleaned to remove loose weld
splatter, loose mill scale and loose rust and shall ·eccive
one shop coat of red oxide primer.
~5-1
SECTION 5: ACCESSORIES
Windows
5.1.l Window sizes are 3020, 3030 and 6030. They
shall be self flashing aluminum horizontal sliding and
shall conform to all requirements of AAMA specification
HS-B2 and U5A Standard Al34.l.
5. 1.2 All structural members of windows shall be of
extruded aluminum 6063-TS alloy, .062 inches thick.
Structural aluminum shall have ultimate tensile strength
of 22,000 psi and a yield strength of 16,000 psi. Exposed
surfaces of all aluminum members are to have a Class 1
extruded mill finish. Frame extrusion shall not be less than
2.5 inches in depth.
5.1.3 The sash lock shall be of die cast zinc, tumbled
and zinc plated.
5.1.4 Glass shall be factory installei:1 using rigid,
•
vinyl glazing bead, Glass shall be backbedded with an
approved bedding compound. A supportmli' ledge for glass
shall be provided in the aluminum extrus10n. Glass shall
· be clear SSB or DSB as required.
5. 1.5 The operating sash shall be equipped with both
silicone treated-nylon pile weatherstrip and vinyl weather-
strip at sill for watertightness. In addition to weather-
•
strip at meeting rail, additional weathertightness shall
be insured by full length mterlockmli' section~. .
5.1.6 All windows shall be equipped with integral
head and sill flashing with jamb fins specially designed
to match the wall panel profile and insure complete
weathertightness.
5.1.7 Windows shall have half screens which shall be
... e'11-isily a.pplied a.nd 1:emoved from the i~side. ~cree_n frames
~ shall be aluminum tubular shape. wired with fiberglass
screen cloth conforming to industry standards. Storm
windows are optional.
5.2 Swing Doors
5.2.1 Swinp doors shall be 3' x 7' single or 6' x 7'
double x 1-3/4' thick manufactured from hot dipped gal-
vanized, mill bonderized 20-ga. steel sheets. Doors shall
have flush seamless faces with tight hemmed vertical edge
seams continuously interlocked. Doors shall have 1/8 11
in 2 11 bevels for security and tight fit. All doors shall be
reinforced for surface door closers.
5.2.2 The core of the door shall be completely filled
with rigid foamed in place polyurethane with a density of
2# per cu. ft. and a U factor of .08.
5.2.3 Door frames shall be 8-1/ 4" deep and shall be
fabricated from 16-ga. hot dipped galvanized, mill bond-
erized steel sheets. Hinge reinforcements shall be heavy
9-ga. steel 10" in length, projection welded in six places.
Head and floor clips shall be 12-ga., projection welded to
the frame.
5.2.4 Doors and frames shall receive one shop coat of
a vinyl base primer.
5.2.5 Doors shall be supplied with Schlage A-52D
lockset with US26D finish (dull chrome) or equal, 1-1/2
pair of 4-1/2 x 4-1/2 painted steel hinges, aluminum
threshold with lead inserts and adjustable vinyl insert
weather-stripping. When required, optional #1604 Norton
door closer in aluminum finish and/or Von Dupin #880TP
rim type panic device with US26D finish or equal will be
supplied.
5.3 Overhead Door Frames
5.3.1 Overhead door framing shall be desi9,ned to
resist applicable wind loads and shall be 8-1/4' x 3"
channel cold formed from 14-ga. or 12-ga. hot dipped
galvanized, mill bonderized steel sheets. Frames shall
receive one shop coat of vinyl base primer. Bolted con-
nections shall be made with low profile round head fin
neck plated carriage bolts.
5.4 Ridge Ventilator
5.4.1 Ventilator shall be of the continuous gravity
type furnished in 10' segments. Sheet metal portion shall
be fabricated from 24-ga. galvanized steel with exterior
surfaces receiving a coat of white vinyl paint.
5.4.2 Ventilators shall be equipped with screw type
operated dampers. Operator sere~ sha!l be fabricated. from
brass with acme threads turning 1n nylon bearings.
Damper operation shall be from sidewall with system
of pulleys and chain.
5.4.3 The outlet of all units shall be covered with #2
mesh x .041 galvanized welded bir~scre~n-End caps shall
be designed so that they may be field fitted to roof ~lop~,-
5.4.4 Ventilators shall be available as standard m 9
and 12 1
' throat sizes.
5.5 Louvers
5.5.1 Louvers shall be 3' x 3' adjustable, self flashing
type fabricated from galvanized steel. _Louyers s~all
receive a prime coat and finish coat of white vmyl pamt.
5.5.2 Head, jamb and sill of louver shall be fa_bncated
from 18-ga. galvanized steel and ~hall be _specially d_e-
signed to match the wall panel profile. The Jamb and sill
sheets lap behind the louver while the upper sheet laps
in front of the recessed head. Blades shall be fabricated
from. 20-ga. galvanized steel. .
5.5.3 l:;ouver shall be furnished with 18-16 .011 alumi-
num mesh screen fraITled in an extruded alummum frame.
5.6 Skylight Panels
5.6. 1 Skylights shall be translucent panels made in
~
BRADEN
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-~ .1-. :i:,· tn<'l,ii pands. They shall
-·: • ::,· 11r:1-,t .il"n·!u: modified polyester
hv ",·11-!hl i.:l.ass fibers for struc·
•,\, 1uwr r,•,1st;1ncl', improved light
· ,: ;,.,nt·I mtt•L?rity.
,-.._ :;.1d J,,. T\-fH-' l commercial grade
._.,., .... , "1t1an_• lc;ot, l/ 16" thick and smooth •-r1i:~,~~-. ' .
• ""'c,~.-~! -.·.:·--:-.,:.!, ..... r-. ~h..-111 hl•.grcen and white.
·,ECTIO:J 6: BUILDING ANCHORAGE
,\ND FOUNDATIONS
6.t Anchor11(1~
: •-.,-t•:;:,,;inl! ;1nchor bolts shall be designed to resist
ttw m."::~rnm coiunm n.•actions resulting from the specific
,·nmh:n.,t:un-; oi loadings. The anchor bolt sizes shall be
.,pn·itu-tl t,~-!fw Build!ng Manufactu~er unless oth~rv.:ise
nntt·d . .-\rwhor bolts will not be supplied by the Bu1ldmg
~lanu!acturer.
6.2 Foundations
Foundations will be adequately designed by a qualified
foundation engineer to support the building reactions and
other loads which may be imposed by the occupancy. The
design shall be based on the specific soil conditions of the
building site. The fou_nd,ation engineer shall be retained by 6. '
other than the Building Manufacturer. Braden Steel W ·
Corporation assumes no responsibility for the integrity
of the foundation.
SECTION 7: ERECTION
7 .1 The erection of the metal building and the installation
of accessories shall be performed in accordance with
Building Manufacturer's erection drawings by a qualified
erector using proper tools and equipment.
7.2 Erection Practices shall, in addition,,conform to Part
IV, MBMA "Code of Standard Practices'.' There shall be
no field modifications to primary structural members
except as authorized and specified by the Building
Manufacturer.
•
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• BRADEN STEEL CORPORATION
TULSA, OKLAHOMA •
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