HomeMy WebLinkAboutSPECIFICATIONSBY
STANDARD SPECIFICATIONS St. Lucie County
1 GENERAL
1.1 SCOPE
This specification concerns the manufacture of and the construction
details for metal buildings designed and constructed to be weather
tight and easily erected Dean Steel Buildings, Inc., designs its
buildings to and adheres to the policies of MBMA's "Low Rise
Building systems Manua]." The building shall include the structural
framing, roof and wall covering, trim and closures, and accessories
herein described
1.2 DESCRIPTION
L2.1 SM - Straight Column Rigid Frame Buildings with a roof slope
of 1:12.
1.2.2 SS - Single Slope Rigid Frame Buildings with a roof slope of
0.5:12.
1.2.3 LR - Tapered Column Rigid Frame Buildings with a roof slope
of 1:12.
1.2.4 LM - Tapered Column Rigid Frame Buildings with interior
columns and a roofsbpe of 1:12.
1.2.5 RF - Tapered Column Rigid Frame Buildings with a roof slope
of 4:12.
1.2.6 WU - Simple Span Frame Extensions from any of the above
buildings and a roof slope of 1:12.
1.3 BUILDING NOMWCLATURE
1.3.1 The building "Width .and Length" shall be measured from
inside to inside face of the wall covering.
1.3.2 The building "Eave Height" -shall be measured from the
bottom of the base plate of the rigid frame columns to the
intersection of lines representing the inside of the wall
covering and the inside of the roof covering.
1.3.3 The "Roof Slope" shall be the angle that the roof surface
mattes with the horizontal, expressed in the units of vertical
rise to 12 units of horizontal run.
1.3.4 The "Bay Spacing" between frame center lines shall be 20',
25;or30'. End bays shall be1B'41",23'.11,dr28'-11".
1.4 DRAWINGS
The building manufacturer shall furnish complete construction
details showing anchor bolt settings; sidewall, endwall and roof
framing; transverse cross -sections; covering and flashing details;
and accessory installation details to clearly indicate the proper
assembly of all building parts.
1.5 ILL. UPLIFT RATINGS
The building manufacturer shall furnish, when required, a
roof deck system having the Underwriters Laboratories wind
uplift rating. DSB's roof deck systems are shown in the U.L.
publications'Building Materials Directory," and are listed as:
1.5.1 Rib 6: Construction No 12 & 39
1.5.2 Rib 12: Construction No 65
1.5.3 ProSeam: Construction No 205
1.5.4 ProLok: Construction No 552, 552A & 552B
2 DESIGN
2.1 GENERAL
All structural steel sections and welded plate members shall be
designed in accordance with AISC Specification for Structural Steel
Buildings ANSI/AISC 360-10.
All cold -formed structural members and exterior covering shall be
designed In accordance with the latest edition of the AISI,
"Specifications for the Design of Cold -Formed Steel Structural
Members,"
2.2 DESIGNLOADS
2.2.1 The folbwing criteria for live bads and wind bads shall be
followed in the design of standard building components
permitted under the Florida Building Code 2010 and
International Building Code 2012.
2.2.1.1 The roof live bad shall be applied to the horizontal roofprojection
according to specification 1607.11.2 CFBC), 1607.12.2 (IBC) and
1616.1 CFBC-HV).
2.2.1.2 Wind bads shall be assumed to act horizontally and shall be
applied as pressure and suction in accordance with ASCE 7-10,
sections 26 - 31 inclusive. Wind bads are given in terms of 3-
second gust and range from 105 mph to 210 mph
2.2.1.3 Florida counties Broward and Miami -Dade are categorized as high
velocity. Buildings designated at high velocity shall comply with
the requirements of sections 1611-1626, inclusive in the Florida
Building Code.
2.2.2 Buildings may be designed to other building codes such as
required by local jurisdictions. Please call for availability of
codes not listed '
2.2.3 The building shall be designed to the bad combinations
specified in the applicable building code or the MBMA "Low
Rise Building Systems Manual;1996 edition.
2.2.4 Designs shall include the building dead bad, roof live bad,
wind snow and seismic bad in accordance with Dean's
interpretation of the building code. Additional collateral and
auxiliary loads shall be included when specified by the buyer.
3 STRUCTURAL FRAMING
3.1 GENERAL
3.1.1 All framing members shall be shop -fabricated for bolted field
assembly.
3.1.2 Primary structural framing shall include the transverse rigid
frame, wing unit rafter beams and columns, canopy beams,
intermediate columns, bearing end frames, endwall columns,
- and wind bracing.
3.1.3 Secondary structural framing shall include the purlins, girts,
eave shuts, jambs,, headers, flange bracing, sill support, clips,
and ether miscellaneous structural parts.
3.1.4 All hot rolled steel sheet, plate, and strip for built-up sections
shall have a minimum yield point of 55,000 psi. Web sheet is
purchased in accordance with ASTM A1011 Grade 55. Flange
bar is purchased in accordance with A529 Grade 55,
3.1.5 Hot rolled structural sections shall conform to the
requirements of ASTM Specification A36 yield 50, A572 GSS
or ASTM A992 G55.
3.1.6 Twelve, fourteen, fifteen, and sixteen gauge cold formed
sections shall have a minimum yield point of 55,000 psi in
accordance with ASTM A1011 G55. Galvanized sheet and
ship for structural framing members shall conform to ASTM
Specifications A653, Grade 90.
3.1.7 Pipe for columns and other structural uses shall have U nnn
psi yield Square tubes conform to ASTM A500 Grade B.
3.1.8 Galvalume and pre -painted hot roll coils conform to ASTM
A792 AZ55 and may be either 50,000 psi or 80,000 psi yield
See Section 4.
3.1.9 Unless otherwise specified the minimum thickness of
framing members shall be as follows:
ColifomredprimaryGazrdngm14gauge
CoUtbimedsemnduyframingmembets 16gtuge
Intenmediampipecag 3/16"
Websofwelbdbullupmembers 12gn>ge
F
3.9 BASE SUPPORT
A continuous member shall be provided to which the base of the
wall covering may'tie attached This member shall be galvanized or
pre -painted red angle used in conjunction with a 1=1/2".sheet ledge
formed in the concrete or ppitional 1B gauge galvanized painted
Bronze Ibase trim secured to the concrete floor power driven.
fasteners or equival-entanchors.
3.I0 FRAMED OPENINGS
Structural„fiaming members for all Openings shallbe cold farmed
"C",sections and adequate for the specified design wind bads., 'As
roll up overhead doors transfer a'large torsion bad to the jamb,
structural tube sections may be used >
3.11 EXPANSIONJOINTS
3.11.1 Longitudinal .expansioh joints may be`:required when the
"building length ;exceeds 5100'. These joints shall allow
adequate expansion and ,contraction of3he longitudinal'
members and roofand wall panels.
3.11.2 Transverse -expansion .joints may be required when the
building width (span)',exceeds 200' on gabled'buildings. or '
100, "single slope ,(these. dimensions can`be doubled when
using; Pro Seam panels with'fbating clips)., ;These joints shall
allow adequate, expansion and contraction, of the roof panels
lbe .
and shalflashed td ensure weather tightness.
3.12.PAINTING
All stuctural framing members which are not.: galvanized shallbe
cleaned to remove dirt,:,grease, :oil, and'bbse mill scale, and given
oneshopcoatoi' iron oxide Primer formulatedto-meetorexce.edthe '
performance requirements of Federal Specifications 1TP-636 and
'TT P-664.:Primer is for protection of steel building, during transit
:and isnot intended asanexterior finish.
. _
4 R067 & WALLS
4.1 STANDARD PANEL. PROFILES
4.1.1 Rib-12 [RT) - 1-1%4".deep ribs 12" on center with two 1/4"
deep intermediate: stiffeners; 36" netcoverige.
4.1.2 Shadow Panel [SP)-1-1/4" deep recesses 12' on. center with
, i-ntermediate;accent lines; 36".net coverage wall panel.
4.1.3 Rib-6,;(RS) a/4" dedp rib's 6" on center 36""neEcoverage,
4.2 STANDARD PANEL PROPERTIES (36=9
4.2.1 'Standard roof, wail,' Rner, and'partition panels. shall be 26
gauge unpainted Aluininum'Zinc A1by-Goat_ed or 26;gauge
�cpbr coated cold formed panels. . „
4.2.2 • ,Material for, 26 gauge color coated panels shall be Aluminum
Zinc .Alby-Coated-steel conforming to ASTM,Specification Al
792, .Grade E,-90,000 .psi, or,galvanized (G-90) steel
conforming to ASTM"Specification A-653;. Grade E,.80,000,
psi.
4:2 3 Material for,optional 24 gauge panels shall tie unpainted or
'color ,coated Aluminum Zinc Alloy -Coated conforming .to
ASTM-A-792, Grade:E, 80,000.psi, or 24 gauge cobrcoated
cold formed panels on galvanized steel conferring tb.ASTM
mg A-653 in Grade E, 80,000 psi. '
3 7.3 Buildings over 200 wide. ,may, require :cable bracing at "
interior column lines 43STANDING SEAMPANEL PROFILE
3.8 'FLANGE BRACING . 4.3.1 Pro Seam 3" self-locking 'trapezoidal .rib roof `:panel
The inside flange of all rditersa
by angles connected to -.the SanE
purlin nor girt so thatthe,aliow
for any combination of baling
F6n1esohwlYdb11i1EuPmembrn
Briong(fabYstandud
Bramig(RodaptonzlJ - 1 o
3.1.10 Cold -formed sections shall be manufactured by precision roll
or brake forming. All dimensions shall he true. ,
3.1.11.All shop connections shall be by welding in accorda_hce' with
the AWS "Structural Welding Code" latest edition. Welding
shall be b
y submerged are or gas shielded arc prgcess.
3.112 All field ° connections. shall 'be field bolted with ASTM
Specification A=307 or,A-325ibolts as shown on drawings. A-
325 bolls shall be tightened by the turn of the nut method
'Connections in secondary ;members shall bemade with
special 1/2, Truss Head Fin Neck. bolts .and hex nuts when
required ASTM,A-325.bolts are designed in accordance with
,RESEARCH COUNCIL. ON. STRUCTURAL. CONNECTIONS
(RCSC) 2009[6c ition. -
3.1.13 All flaming members shall carry an easily visibleidentifying
mark
3.2' RIGID FRAMES, WING UNPT'FRAMES, AND
CANOPYBEAMS
- All members shall, be welded, built-up, "I" shapes, eithercdnstant
depth. or tape red , , - I , ,-
3.3 BEARING END FRAMES
Bearing end 1franues shall be hot rolled,sections and:. consist of
columns at the building comers and a continuous rafter ;beam
supported' by the endwall columns. An optional hearing frame
system will eonsistofcold formed "C"sections:and"Z"sections.. "-
3.4 ENDWALLCOLUMIVS '
3.4.1 Endwall columnsshall;be hot rolled sections or welded built-
up T'shapes. Optional'endwall columns will consist of cold
formed "C'.sectibns.
3.4.2 Endwall assemblies shall consist of hot rolled. columns and
bypass girts. ,Optional hot rolled columns or cold formed.
columns with insertgirls are.available.upon request-
3.5 .PURLINS AND GIRTS '
Purlins and girts shall be cold formed "Z" sections with stiffened
flanges. They shall be simple or continuous span as required .by ;
design.
3.6 EAVE STRUTS
Eave,shvts shall be 8" deep cold formed sections sufficient to
Provide adequate"backup for :both ,roof and Wall panels--at�the
building eaves. --
3.7 WBVD`BRACING
3.7.1 Wind bracing fil,'.thiiybof and/or:sidewall is not required ,
where 'the Aiaph agm strength' of the ;roof and%or wall
covering Is a,•dequate to resist:the longitudinal Wind forces..if_
required wind {irdcing shall be,provided by duagonal,cables , !
3.7.2 OPTIONAL BRACING shall :consist of wind bents ;(portal
;frames) -fixedb'ase wind columns, diagbnal rod'hiacing,:or
diagonal anglebrac "
Id columns shall be braced later
t of the frame and to the web of
ble compressive stressIs adequ
concealed fixed or..fbating clips, 24' net coverage.
4.3.2 ;pro-Lok seamed trapezoidal rib roof •panel, concealed.`
".fixed or'fbating clips, 24" net coverage. -
' 4.4 'STANDING SEAM PANEL PROPERTIES
Pro Seam and Pro-Lokipanels shallbe 24 gauge Aluminum Mric'.
Alloy -Coated -steel AS'PM A-792, Grade. D, 50,000 psi.', _
4.
t
4.5 FASTENERS
4.5.1 All self -tapping fasteners shall conform ito USASB 18.6.4 and
shall have type A or type AB threads. All self -drilling
fasteners shall conform to IF 1113.'Where required for
weather tighmess, fasteners shall be assembled with
neoprene sealing washers.
4.S.Z Plating
4.5.2.1 All fasteners shall bepbted to minimum thickness of.000s".
4.5.2.2 Optional extended corrosion resisant fateners shall he Zac®
[zinc -aluminum cast head] with aluminum and neoprene sealing
washers.
4.6 SEALER
Sealer for side laps, end laps, and flashing slid11 be a butyl based
Polymer sealant in extruded tape form. The sealer shall be non -
shrinking, non-drying, and non -toxic and s�all have superior
adhesion to metals, plastics, and painted surfaces. Service
temperatures range from -3o" to + 300"F. Th4 material shall not
flow at 1200$ and shall meet or exceed the r'quirements of Gov.
Spec. No. MIL-C 18969 Type 11, Class B and Tf-C11796A.
4.7 INSTALLATION OFROOFAND WAIL PANELS
4.7.1. Roof panels shall be continuous from ridge to eave for
buildings 60' wide or less. Where end laps are required they
shall be a minimum of 6" long and shall occur at a roof
purin.
4.7.2. Sidewall and endwall panels shall be connuous from sill to
roof line except where length becomes prohibitive for
handling purposes. Endwall panels for buildings with 4:12
roof slope may have a splice at the eave If+
4.7:3..•Endwall panels shail be square cut for hufldings with a 1:12
roof slope and bevel cut for buildings with Z 2:12 roof slope
when the panel is longer than 5'-0-
it 4.7.4 Before securing, all laps of roof panels shall be sealed with a
continuous ribbon of tape sealer.
4.7.5 Standard Roof Panels
The information below is general; please refer to your construction
drawings for specific screw spacing information.
4.7.5.1 Roof panels shall be secured to purlins with #14 sheet metal
screws at a maximum spacing of 12'. t
4.7.5.2 At end bps of rib sheets the maximum spachts shall be on each
side of themajor rib for Rib-12 panels and 6- on centerfor Rib-6.
4.7.5.3 Side bps to roof panels shall be stitched through the high fiat of
the rib with #14 sheet metal screws at a maxi Turn spacing of 20'
or 12' on center for wind bads 120 mph (fastest mile) or greater
and 140 mph (peak gust) or greater.
4.7.6 Standing Seam Roof Panels
The information below is general; please refer to 1the construction
booklet provided
4.7.6.1 Pro Seam and Pro-Lok panels shall be secu'red by a fixed or
floating clip with a 1/4.14 x 1-1/4" self ddlling ibstener at 24- on
center and fastened to each purlin. Peak and Panel laps ghall be
secured with compression joints consisting of panel
meal plates
on the top and bottom of the panels.
.4.7.7 Standard Wall Panels
The information below, Is general; please refer to your construction
drawings for specific screw spacing information. 1
4'7.7.1 Wall panels shall be secured to girls with #14 s eet metal screws
at a maximum spacing of 12.
4.7.7.2 At the end laps of rib sheets the maximum spacing shall be on
each side of the major rib for Rib-12 panels and 6" on center for
Rib-6.
4.7.7.3 At the side laps of sheets, 910 sheet metal screws shall be placed a
maximum of30' or 12' on center for wind bads 120 mph (fastest
mile) or greater and 140 mph (peak gust) or greater.
4.8 FLASIHNG, CLOSURES, AND TRIM
4.8.1 Flashing and/or trim shall be furnished at the rake, corners,
eaves, framed openings, and wherever necessary to provide
weather tightness and a finished appearance.
4.8.2 Sculptured rake trim shall be roll formed 26, or optional 24,
gauge material 20' long to minimize joints. Other trim shall
be 26 gauge.
4.8.3 Sculptured rake trim material shall be Aluminum Zinc Alloy -
Coated steel (50,000 psi yield) or optional color coated
galvanized steel conforming to ASTM Specification A-653
Grade D [50,000 psi yield].
4.8.4 A formed panel matching the slope and profile of adjoining
panels shall be provided along the building ridge for Rib-12
panels. A preformed metal outside closure and ridge flashing
shall be used with standing seam panels.
4.8.5 Closure strips matching the profile of the panel shall be
installed along the rake and/or eave where required for
weather tightness. Closure strips shall be closed cell, semi-
rigid crosslinked polyethylene foam laminated for strength
and. uniform compressibility. Metal inside closure strips shall
be used at the eave for standing seam panels.
4.9 COLOR FINISH
See DSB color charts for latest color selections and availability of
finishes.
4.9.1 Exterior steel surfaces shall be Aluminum Zinc Alloy -Coated
or optional color coated Aluminum Zinc Alloy -Coated or
galvanized (G90) steel
4.9.1.1 Color of roof panels, wall panels, and corner aim shall be selected
from Dean's standard cabrs.
4.9.1.2 The roof ventilators shall be Aluminum zinc Alloy -Coated or
Oysterwhite.
4.9.1.3 Gutter, rake aim, downspouts, cave him, and door flashing shall be
Aluminum Zinc Alloy -Coated or prepainmd galvanized in 26 ga, in
standard colors shown on Dean's color card Optional 24 ga.
available In Aluminum Zinc coated or prepainted galvanized
White or Bronze. _
4.9.2 The color surface shall be a silicon -polyester ca-polymer
resin type to give superior adhesion and durability. The
coating shall be a D.F.T. of 1.0 mil thick (+ .1 mil). The
reverse or backer coat shall be a straight polyester with a
D.F.T. of 0.5 mil thickness.
4.9.3 The Dean color coated panels are available with optional 5-,
10-, and 20-year written limited guarantees, For additional
information on the primer, finish coat, or guarantee please
contact your Dean representative.
s ACCESSOILIES
5.1 HOLLOWMETAL SWING DOORS
5.1.1 3070 door leafs shall be 1-3/4" thick, full flush, 20 gauge hot
dipped galvanized (G60). The leafs shall have an expanded
polystyrene core, a closed cel( rigid thermoplastic material
used for insulation against heat or cold "U" factor of.16 and
"W factor of 6.5, sound transmission of.32. Meets or exceeds
Federal Specification HH-1-524-C Types 1,1I, Ill.
5.1.2 Door frames shall be non -handed universal type frame, 16
gauge galvanized steel with reinforced recessed hinge plates.
5.1.3 Doors shall be furnished with a satin stainless steel bckset,
2-3/4" backset, and A.S.A. strike plate.
5.1.4 Optional panic hardware shall be a horizontal push bar of
wrought steel channels and available either exit only or
entrance/exit. Slight pressure on the push bar shall release
".
I
.the door latch for immediate exit A removable mullion shall
be required for 'double door openings.
5.1.5 Each�door.leaf shall swing from`(3) 4-1%4" x 4.1/2" steel�full
mortise, plain bearing hinges. '
5.1.6 'Door Ileafsand,firanatis are manufactured with'oge coat of
tinted white printer:(Ceco). '
5.1.1- Thethreshold, shall be an extruded :aluminum -shape. to
•provide,positiye weatherseal. ; ..
5.1.8 'Optional 3070.Glasslite doors shall.have6" it30'? factory pre
glazed tempere-d glass panel Giasslite doors are not adequate
for'buildings permitted by the FBC and are not .impact
resistant. -
5.1.9 4070 and 6070`d6or packages are, available upon request;
' specifications and supplier mayvary from above. -
5.2 'SLIDING `DOORS'
5.2.1 Sliding doorleafsshall be constructed oflbolted steel ; framing.
covered with matching wall panels. - -
5.2.2 The leafs shall be suspended from a;galvanized creel track by
dual -wheeled; -.galvanized _steel, . permanently lubricated
'trolley hangers. The track brackets and trolleys shall be
.protecte'd by acounter-flashed hood. _
5 2 3; 'Sliding door jambs,and headers (when required) shall be cold
'formed channelsections having one standard shop coat of
' primer.
5.3 . SKYLIGHTS
5.3.1 Skylight panels shall .be general 'purpose.. glassfiber'
reinforced polyester structuml plasdc,panels.
5.3.2 Skylights shall be white smooth surfacefinished in profile
'matching the -roof panels and shall weigh 8 ounces per
square foot ,Skylights conform to PS 53-72, Type 1. (burn,
rate of not less than 2.0'..inches perminute). Note: Voluntary
Product Standard PS 53-72,;issued by the U.S. Department of
Commerce, January 1; 1972; has been replaced as 'the'
Standard Specification by ASTM D 3841-81.
15.3.3 Additional fall ,protection must'be ,provided in _accordance
with OSHA regulations.
-
5.4 EAVE GLITTERS AND DOWNSPOUTS
5.4.1 Sculptured eave,gutter 4-1/2" x 5" shallbe roll. formed 26
gauge, or optional 24 gauge,'26'long for ease of erection.
Gutter shall` be fastened with' gutter brackets at 3' spacing
after roof and wallsheetr'are in place. Contounof the gutter
shallmatch the rake flashing and allow for easy -field miter of
thecorner.without an auxiliary cornerbox, -'
5.4.2 Downspouts' shall be 26,gauke steel, 4" x 5': Downspouts
,,shall have a 4S°elbow 'at the botron'and shall be supported
-;by atinchment to':the wall covering at 6'maximum spacing.
5.5 •W \TDOWS '
S.5.1 Horizontal slide '..aluminum windows shall be self -flashing,
furnished with a sash lock 'weather-stripping; and. a half
screen. The exposed surfaces shall ,be..finished in `Bronze
,.enaniel,paint.;Thd,wmdows;shall'be factoryglazed. with
,double strength,(DSB) glass: - - - -
5.5.2 :Accent windows .shall be self -flashing fixed, glass.. The
exposed surfaces shalFbe finished in Bronze enamel ;paint. -
The.wmdows shall be factory'glazed with tinted -tempered
igaass. _
5.5.3 "Windows supplied by6SBmaynot be adequate fonall wind
7oadsand are not -impact resistant:
5.6 VENTILATORS
Ridge'ventilaiors shall -,be gravity'lype fabricated from Aluminum
Zinc Alloy -Coated steel o_r galvanized steel painted'OysterWhite.
5.6.1. Monovents shall'have a or 12-throaeand,are furnisiic
10` lengths. Splice p4tes,and end caps, where required'!
be provided to make up thespecified length. AlLmonov
- shall;be furnished with'bird screen. Optional dampens
provide _an adjustable opening at the throat and shall b
the manually -operated pull chain type. ' I
5.6.2 Lo-profile vents are designed for ProSeam,.'Pr0-Lok and
'12' roof systems and :offer ;pleasing; ,efficient yentila,
Vents come in'10` engths, single or continuous, 6-1/T' th
` 0:1:I2 pitch, 450 CFM Base Rating..
5.7 LOUVERS
Louvers shall be fabricated from 26-gauge;galvanized_steel
shall have overlapping blades ,for maximum weather.tighto
Blade shag - e fixed with infegraHArd screen..Cdlor shall be oy
white unless otherwise specified
6 BLULDING 'ANCHORAGE' Ai
FOUNDA77ON
6.1 ANCHOR BOLTS
Anchor':bolts shall resist 100% of'the critical:column reacd
(shear and/or tehsioh)determined ;from the bad combinat.,
The manufacturer is responsible for design of anchor bolt diatru
and projection above-thexgncrete foundation, butis not respons
for the 'transfer of 'anchor bolt forces to rheiconcrete nor
. ',willbe36 KSI;yield. - - -
6.2 FOUNDA77OIV
The building'fotindation shall be.designed by a qualified enginee
'support thebbuilding reactions in'addition to othenloads fmposec
:the building use or occupancy. The. design shall be based on'ac
jobsite conditions. Foundation design shall include provisions.
boltembedment, length,: hook, bearing angles, kickout bars, tier,
andanyother associated items'embedded in the concrete. 'D,
-Steel Buildings, 'Inc.,,does not design nor assume responsibility
-the design,materials, or workmanship of the foundation. -
Spec'ifications-cover buildings manufactured by Dean Steel
Buildings, Inc in keeping with Dean Steel`'Buiidings, Inc..,
policy of continuous,product .improvement: specifications
aresubjecttochdngewithoutnotice. -"
DEAN STEEL BUILDINGS, WC
. - - Geneaf0&ces ScMfg'�P
_ '29291ndusnialAve
FortMyers,Florida 33'
- _ (239) 334-1051 •FAX (239) 3340
M13MM mop
=AL MINING MWAMurs ismUVICK � .=500TenthStl
Cedartown, Georgia ;30.
(770) 748-7900 -FAX (770) 749-5:
2. IE LS 'z C-4'7"2 71 AirplortR
.{. - ' Thomasv e,Georgia 31:
Lct-' ul y.el.l '(229) 225-1112'- FAX: (229) 225-1
www.deansteelbuildingsmm - - 4022-02,
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