Report Ben Bridge Jeweler
Washington Square Mall
Soffit Framing Design
tOP2cU 67z3n�
City of Tigard
A• . ove• Plans
gyiT Date3Ifl(6_
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REVISION
OFFICE_COPY
SPECIAL INSPECTION REQUIRED
State of Oregon Structural Specially Code
❑ Concrete and Reinforcing Steel
Its Installed in Concrete
❑ Special Moment-Resisting Concrete Frame
❑ Reinforcing Steel&Prestressing Steel Tendons
❑ Structural Welding
❑ High-Strenght Bolting
❑ Structural Masonry
❑ Reinforced Gypsum Concrete
❑ Insulating Concrete Fill
❑ Spray Applied Fire-Resistive Materials
❑ Pilings,Drilled Piers and Caissons
❑ Shotcrete
❑ Special Grading Exc.:-.: `. r. and Filling
❑ Smoke-conrro; ,
❑ Other iIispectionL
Soffit Framing Design
Ben Bridge Jeweler
Washington Square Mall
9585 SW Washington Square Road
Space H05
Portland, Oregon 97223
Prepared By:
George Snegirev
B&I Construction
P.O. Box 1182
Molalla, OR 97038
PROfj
�' tedINab' O
w 4 55530 "�
`
Shrrov
E• 10, r351-(4'
EXPIRES 6-30-2016
March 8th, 2016
1
Table of Contents
•
PROJECT DESCRIPTION 3
DESIGN CRITERIA 3
DESIGN AND ANALYSIS 3
OUTPUT OF DESIGN AND ANALYSIS 3
APPENDIX A 4
SOFFIT FRAMING DETAIL 4
APPENDIX B 5
TECHNICAL DOCUMENT 5
2
PROJECT DESCRIPTION
This project is a remodel of an existing Retail Facility located at Washington Square Mall in Portland,
Oregon. The remodel consists of some demolition of the existing ceiling and replacing it with ceilings of
differing elevations, hence the requirement of the soffit framing at the boundaries of the different
elevations.
The following design and analysis is for the soffit framing required for the remodel to the existing facility.
This remodel will create 3 separate areas that are of different elevation than the remainder of the ceiling.
This framing that separates these areas will be supported by 12-gauge, galvanized, soft-annealed steel
wire conforming to ASTM A641. The framing consists of light gauge cold formed steel members.
The 12 gauge wire only supports the light gauge steel framing. The suspended ceiling grid system is it's
own independent system.
DESIGN CRITERIA
The Design Criteria is as follows as it pertains for the soffit framing design of the remodel:
Applicable Codes:
2014 OSSC, ASCE 7-10, 2012 IBC
Design Loads:
Dead Loads: Light gauge steel soffit framing 3.1 plf.
DESIGN ANDANALYSIS
The Design and Analysis of the soffit framing has been based on a technical document for Seismic
Technical Guide for Hanger Wire Attachment. This document provides performance data for the 12-
gauge wire and recommendations for connections to structures. A copy of the document has been
included in the appendices.
OUTPUT OF DESIGN AND ANALYSIS
A detail of the soffit framing as well as a copy of the technical document has been included in the
Appendices.
3
APPENDIX A
SOFFIT FRAMING DETAIL
4
12-GAUGE, GALVANIZED,
SOFT-ANNEALED STEEL WIRE
CONFORMING TO ASTM A641
CONNECTED AT THE BOTTOM
TO HORIZONTAL 362S162-54
AT 4' O.C. AND CONNECTED AT
THE TOP TO BOTTOM CHORD
OF EXISTING TRUSS OR
UNISTRUT SPANNING BETWEEN
TRUSSES
f-- BOTTOM OF CEILING
a
HORIZONTAL 362S162-54 SUSPENDED CEILING GRID
FIXED TO 362S137-33 SYSTEM
WITH 2 #10 SCREWS AT
EACH STUD
VERTICAL 362S137-33 AT
16" O.C.
HORIZONTAL 362S137-33 -
FIXED TO VERTICAL
362S137-33 WITH 4 #10
SCREWS
0
BOTTOM OF SOFFIT I. 0 0
a A
SUSPENDED CEILING GRID
362T150-43 CONTINOUS
TRACK FIXED TO
362S137-33 WITH #10
1/ x 1 X 43 SCREWS EACH FLANGE.
MIL CONTINOUS CLIP
SYSTEM ANGLE FIXED TO
362S137-33 WITH # 10
SCREWS EACH FLANGE
SOFFIT FRAMING DETAIL
•
Technical Seismic Technical Guide
Hanger Wire Attachment
Code Requirements' The International Building Code (IBC) defines the requirement for hanger wire
and their supports and attachment methods. However,there are exceptions
and the application of hanger wires in a seismic design category can meet
code requirements in different ways.
USG"recommends that the design team,consulting engineers and code officials work together to analyze these
factors and determine the appropriate construction and application of hanger wire attachment.Because codes
continue to evolve,check with local officials prior to designing and installing a suspension system.
Guidelines — 12-gauge,galvanized,soft-annealed steel wire
— Manufactured in accordance with ASTM A641
— Meets or Exceeds Federal Specification QQ-W-461 H
Note:12-gauge hanger wire produced by USG meets these requirements.
Performance Data 12-Gauge Wire Wire Tie Failure/Pullout Load
Typical 3 wrap tier 270 lbs.
Tight 3 wrap tie 358 lbs.
Yields i 424 lbs.
Ultimate load j+550 lbs.
Tensile Strength(Ksi) j 80 max,
Per ASTM C636
Note:Tight wrap typically consists of three complete wraps within 1 in.Some jurisdictions may require tour complete wraps for
bracing wires.These requirements may vary by jurisdiction.
Splice Options Hanger wire splices are typical when the ceiling drop is greater than the length of the wire available and are
allowed in seismic ceiling construction.The industry standard is to loop and tie the wire ends with three tight
turns,or use a square knot.The square knot is the stronger of the two options at 550 lbs.versus 350 lbs.
for the loop and tie option.
12-Gauge Wire Splice 1Wire Tie Failure
Loop and Tie 1350 lbs.
Square Knot 550 lbs.
Note:Accessories by others for securing hanger wire splices should he evaluated for pullout and strength.
See last page for Seismic Code Reference Standards
Application
Hanger Vi%ire Splices
Loop and Tie Application
Step 1 Connect the hanger wire ends together
through two loops.
Step 2 Wrap the hanger wire ends securely around
itself with three complete turns within 1 in.
Square Knot Application
Step 1 Create an approximate 5 in.bend in the
end of each hanger wire
Step 2 With the short ends opposed,bring the right-hand _
end over the left hand and loop the short end
under and around the left hand end,as shown.
Step 3 Loop the left-hand short end back up and
around the right-hand loop,with the left-hand —_ f
end over the right hand end and bring the '
left-hand end under the loop of the right-hand
end,as shown.
Step 4 Draw the knot tight.
Step 5 Wrap the hanger wire ends securely around
itself with three complete turns within 1 in.
irlea
Note:In the symmetry of the knot,the wire piece on the left emerges parallel from below the other loop,while the wire piece on the right emerges parallel from
above the other loop.This appearance confirms you have tied the square knot correctly.
2 Hanger'Niro Attachment
•
Application
Attachment to Tee
Insert the hanger wire ends through a wire hole in the tee and wrap the wire end securely around itself with three
complete turns within 3 in.Ensure the remaining wire end is secured so that it does not interfere with the place-
ment of ceiling panels,
USG Dortft'main tees are produced with round hanger wire holes in the tee web at regular intervals.There are
also rectangular(convenience)holes located in the tee bulb at regular intervals.The typical location for the hanger
and bracing(splay)wires is in the round holes,but the rectangular(convenience)holes may also be used when
needed.We have load tested the rectangular(convenience)holes located in the tee bulb with 12 ga,hanger wire
on a 450 angle.The failure load is in excess of 400 lbs.This far exceeds the 250 lb.minimum prescribed by the
code for the connections of the bracing(splay)wires.
Note:USG has qualified the use of the rectangular(convenience)holes located in the tee bulb through comparison testing by
seismic shake-table analysis.In these tests the rectangular(convenience)holes located in the tee bulb were used for all hanger
wire attachments to the tee.
Round Hanger Wire Hole Attachment Rectangular(Convenience)Hole Attachment
hanger wire banger wire
I � I
round hanger rectangular
wire hole It convenience hole-�
\Vr3
4 oa o
Alternative Hanger Wire Spacing ASTM C635 addresses the load carrying capability of main tees,categorizing them as Light,Intermediate
or Heavy Duty.This is also known as deflection criteria.The associated load ratings are:
Light Duty Intermediate Duty Heavy Duty
•
5 lbs./LF(7.4 kg/m) 112 lbs./LF (17.9 kg/m) 16 lbs./LF(23.8 kg/m)
Hanger wires are typically spaced 4 ft.o.c.along the main tee.Reducing the hanger wire spacing on Intermediate
Duty main tees from 4 ft.o.c.to 3 ft.o.c.can achieve Heavy Duty load carrying capacity values.
3 ft. 3ft. _ 3 ft. aft. 3 ft. 3 ft
o.c, o.e. o.e. o.n. o.n. o.n.
Lsuspended ceiling Lmain tee
Notes:
— Reducing the hanger wire spacing on Intermediate Duty main tees can achieve Heavy Duty load carrying capacity values but
does not change the duty classification of the main tee.
The performance of Donn suspension systems is based on the specific combination of superior components;and the design
and installation methods shown.Components from other manufacturers were not evaluated,and their use or any mixed use
is not recommended.
—Many jurisdictions accept the installation of Intermediate Duty main tees with additional supports to achieve Heavy Duty
load carrying capacity values,however,some jurisdictions will not accept this application.Check with a local official prior to
designing and installing a suspended ceiling system.
Hanger wire Attachment 3
Application
A.nchorage
•
The International Building Code(IBC),through references to ASCE/SE/7Minimum Design Loads for Buildings
and Other Structures,American Society of Civil Engineers/Structural Engineering Institute(ASCE/SEI),defines
the requirements for component anchorage.The requirements are as follows:"Component attachments shall
be bolted,welded,or otherwise positively fastened without consideration of frictional resistance produced by
the effects of gravity.A continuous load path of sufficient strength and stiffness between the component and the
supporting structure shall be provided.Local elements of the structure including connections shall be designed
and constructed for the component forces where they control the design of the elements or their connections.
Anchors in Concrete or Masonry Anchors in concrete shall be designed in accordance with Appendix D of ACI 318.
Anchors in masonry shall be designed in accordance with ACI 530.Anchors shall be designed to be governed by
the tensile or shear strength of a ductile steel element.
Exception: Anchors shall be permitted to he designed so that the attachment that the anchor is connecting to the structure
undergoes ductile yielding at a load level corresponding to anchor forces not greater than their design strength,
or the minimum design strength of the anchors shall be at least 2.5 times the factored forces transmitted by the
component.
Post-installed Anchors Post-installed anchors in concrete shall be pre-qualified for seismic applications in accordance with ACI 355.2
in Concrete and Masonry or other approved qualification procedures.Post-installed anchors in masonry shall be pre-qualified for seismic
applications in accordance with approved qualification procedures.
Multiple Attachments Determination of force distribution of multiple attachments at one location shall take into account the stiffness and
ductility of the component,component supports,attachments,and structure and the ability to redistribute loads to
other attachments in the group.Designs of anchorage in concrete in accordance with Appendix D of ACI 318 shall
be considered to satisfy this requirement.
11
4 Hanger Wire Attachment
Application
Anchorage •
•{
Power Actuated Fasteners Power actuated fasteners in concrete or steel shall not be used for sustained tension loads exceeding 100 lb
(445 N)or for brace applications in Seismic Design Categories D,E.or F unless approved for seismic loading.
Power actuated fasteners in steel are permitted in Seismic Design Category D,E or F if the gravity tension load
on any fastener does not exceed 250 lbs(1123 N)unless approved for seismic loading.Power actuated
fasteners in masonry are not permitted unless approved for seismic loading.
Exception: Power actuated fasteners in concrete used for support of acoustical tile or lay-in panel suspended ceiling
applications and distributed systems where the service load on any individual fastener does not exceed
90 lb(400 N).Power actuated fasteners in steel where the service load on any individual fastener does
not exceed 250 lb(1,112 N).
Power Actuated Fasteners for Acoustical Tile or Lay-In Panel Suspended Ceiling Applications
Seismic Design Category D,E or F
Concrete Steel
......................__....................................._.....................__..:..Stee_......_..........._.._....._............._........__........_..
Allowed for sustained tension loads exceeding 90 lb(400 N) Allowed where gravity tension load on any fastener does not
exceed 250 lbs(1123 N)
Note:The load for suspension system hanger wires will not exceed 64 lbs.based on hanger wires spaced 4 ft.o.c.along heavy !,
duty main tees designed to carry 16 lbs/l.f.Also ASCE7-10 contains an exception allowing power actuated fasteners for support
of acoustical tile or lay-in panel suspended ceiling applications.ASCE7-02 arid ASCE7-05 does riot contain this exception.Please
check with the authority having jurisdiction as interpretation arid enforcement of this may vary.
Friction Clips Friction clips in Seismic Design Categories D,E or F shall not he used for supporting sustained loads in addition
to resisting seismic forces.C-type beam and large flange clamps are permitted for hangers provided they are
equipped with restraining straps equivalent to those specified in NFPA 13 Section 9.3,7. Lock nuts or equivalent
shall be provided to prevent loosening of threaded connections.
Hamer Wire Attachment 5
•
Construction
Attachment to Structure
Wood
Vertical 1 Splay
' Wood Joist •
of Rafter ••
•
•
•
•
•
•
•
3"max.
••
I
•
•
• 'in"diameter closed eye
screw with full thread
•
•
•
embedment(11/4"ruin.)
•
wood joist
•
•
• 12 ga.hanger wire ••
•
3'x iia"diameter closed ••
•
•
•
eye screw with 1 •"min n 12 pa.hanger
•
• penetration into wood •�7 re min.3 turns
•
12 ga.hanger wire ••
•
•
•
•
•
•
•
•
•
•
•
(3)11/2"x 9 ga.staples or (3)11/2"a 9 ga staples or
•• (3)stronghold"J"nails at (3)stronghold"3"nails at
• each wire loop each wire loop
•
•
•
3 •
•
• �� •
•
I.1.111illi •_�•
..►:�1"rain. •
1"min. sir
•
wood joist
•
wood joist
12 pa.hanger wire 12 ga.hanger wire
• •
•
•
•
•
•
•
Wood Truss
•
•
•
•
•
•
•
•
•
web member web member •
•
//•
• bottom chord/• •
bottom chord /
•
• 12 ga.hanger wire saddle tie saddle tie 12 ga.hanger wire
•
•
•
•
Note:Hanger or bracing wire anchors to the structure should be installed in such a mariner that the direction of the anchor aligns as closely as possible with the
direction of the wire.
6 Hanger Wire Attachment
Construction
Attachment to Structure
Wood
Vertical Splay
Bottom of saddle tie required for all
Wood Joist widths greater than"Wo Vz"
r _
l
Note:
saddle tie has double
loop at support
12 ga.hanger,vire
rain.3 turns
Not Applicable
/d'diameter drilled hole
typical saddle
tie with double
loop at support Il 2"rnin.
hanger wire
Wood I-Joist
;cod I lout wood 1-joist :1I4404044
12 ga.hanger wire L add 2 l/:r"x 20 ga.stud"w/ 12 ga.hanger vrire add 21/z"x 20 ga.stud"w/
min.3 turns - (1)#10 x 1"wood screw to min.3 turns (1)#10 x 1"wood screw to
each of 3 joists.place stud flat each of 3 joists.place stud flat
and within 6"of splay wire. and within 6"of splay wire.
alternate' 'alternate:
2 x 4 tlat with 1-10c1 or 1-#10 x 3" 2 x 4 flat with 1-t Od ori-#10 x 3"
screw to each of 3 truss bottom flanges screw to each of 3 truss bottom flanges
Wood I-Joist
Bottom Flange Note:Do not insert screw
eyes parallel to laminations
diameter closed
•
lir"diameter closed ye crew with
eve screw with 11/4" -1M1 11/3"min.penebation
min.penetration at bottom flange align with brace wire
2!ta.hanger wire min.3 turns 12 ga hangermaria
rnin. .turns
1"
win.
Note:Hanger or bracing wire anchors to the structure should he installed in such a manner that the direction of the anchor aligns as closely as possible with the
direction of the wire.
Hanger Wire Attachment 7
Construction
Attachment to Structure
Concrete
Vertical I Splay
Clip I /+.e"drill-in expansion anchor
Attachment U lie"drill-in expansion anchor �
minimum or approved fastener a e r . Minimum or approved fastener
r 1 ''-
it iI o I
I }
::t1
ate 45xtructural concreteIl strap 1"wide x 2"long x 12 ga.min. 3 turns
3 turns I
12 ga.hanger wire 12 ga.hanger wire I
.
5/r drill-in expansion anchor �lw' drill-in expansion anchor l
minimum or approved shot pins a P ISI •a minimum or approved shot pins
J
a a 4 -4 o
p o 0 p ..--" —\, !
structural concrete 45'max.
12 ga.metal angle structural concrete
I steel strap 1"wide x 2"long x 12 pa.min. 3 turns
1
• 3 turns
11 i
12 ga.hanger wire
12 ga.hanger wire I
— I
Cast In Place
Concrete
1 wire pigtail WI 2"dia.loop&4"tail
1 p
structural concrete
45'max.'
wire pigtail wi 2"dia.
loop&4"tail
12 ga.hanger wire
>
i
structural concrete
12 ga.hanger wire
wire pigtail w/2"dia.loop&4"tail
P
structural concrete
12 ga.hanger wire
4'7 man.
Note:Hanger or bracing wire anchors to the structure should he installed in such a manner that the direction of the anchor aligns as closely as possible with the l
direction of the wire.
8 Hanger Wire Attachment
r
Const uction
•
•
•
• Attachment to Structure
Steel
Vertical Splay
Open-Web ' top chord
Steel Joist
•
web member I
• 12 ga.hanger wire
(wrap and tie around
tops of web members)
bottom chord
IN
12 ga.hanger typical saddle tie top chord
wire min.3 turns
Attach hanger wire to bottom chord only 12 ga.hanger wire
when designed to carry the vertical load of (wrap and tie around
the suspended ceiling system. tops of web members)
Steel Roof Deck 2#8 x 1%2"
#3 x 12"rebar
self tapping screws
• 20 ga.min.deck hanger wire tie to#3 20 ga.min.deck
rebar with three wraps ` steel strap 3"wide
around rebar and one x 4"long a 12 ga.minimum
wrap around wire 12 ga.hanger mire
min.3 turns
Steel Deck With #3 rebar a length
Insulation Fill required to cover min.
of 4 high corrugations non-structural concrete fill
Nair.
Not Applicable
steel deck 12 ga.hanger wire
min.3 turns
Steel Beam
v a 1 0
I I
structural concrete-I structural concrete
.—structural steel structural steel
rte-
12ga.metal angler_
12 ga.metal angle
•
12 ga.splayed
•
seisrm bracing wire
1.1
12 ga.hanger wire
Note:Hanger or bracing wire anchors to the structure should be installed in such a manner that the direction of the anchor aligns as closely as possible with the
direction of the wire.
Hanger Wire Attachment 9
Construction
Attachment to Structure
•
•
Steel •••
Vertical Splay
•
Steel Deck With j structural concrete fill •
Concrete Fill
•
•
shot-in or expansion steel deck •
anchor with eye holt •••
12 ga.hanger wire •
•
ain.3 turns • •
•
•
•
•
{structural concrete fill structural concrete fill •
1
steel deck I steel deck
� '(min.)drill-in 12 f 3 hanger wire
12 ga.hanger,vire expansion anchor.steel . g
embedded in concrete P. min.3 buns
• strap 12 ga.x 1"wide rain,
•
•
structural concrete fill •
•
•
•
•
•
•
•
shot in anchor'/a"min.metal steel deck ••
•
11 angle 12 ga.x ia"wide rain.
12 ga.hanger wire
min.3 turns
•
•
•
Note:Hanger or bracing wire anchors to the structure should be installed in such a manner that the direction of the anchor aligns as closely as possible with the
direction of the wire.
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
10 Hanger WireAttachment
Testing and Inspection
Post-installed anchors shall be tested when deemed necessary by the authority having jurisdiction.Testing shall
be performed by an accepted testing facility,unless approval of an alternative is obtained in advance from the
engineer of record(EOR)for the project.If any anchor fails testing,test all anchors of the same type,not previously
tested until twenty(20)consecutive anchors pass,then resume the initial test frequency.The anchors tested shall
he only those anchors installed by the same trade.The authority having jurisdiction shall define acceptance/failure
criteria.The test values and all appropriate criteria shall he shown on the contract documents.
The test load maybe applied by any method that will effectively measure the tension in the anchor,such as
direct pull with a hydraulic jack,calibrated spring loaded devices,or a calibrated torque wrench except that
displacement-controlled anchors such as drop-ins shall not be tested using a torque wrench.
When field testing of component anchorage is required by the authority having jurisdiction,the following criteria
shall apply unless otherwise specified:
Anchor Type Test Value Percent Tested
Support(Vertical) 200 lbs.in tension 10%
Bracing(Splay) 440 lbs.in tension 50%
Note:Drilled-in 01 shot-in anchors typically require special approval prior to use in pre-stressed concrete.
Note:Shot-in anchors in concrete are not permitted for bracing wires.
Hanger Wire Attachment 11
Installation Guidelines for Suspended Ceilings
i
International Building Code (IBC) 2003 IBC 2006 IBC 2009 IBC 2012 IBC
Auk i i Apo-
American
American Society of Civil Engineers(ASCE) ASCE7-02 ASCE7-05 ASCE7-05 ASCE7-10
Auk i i i
Ceilings Interior Systems Construction CISCA Zones 0-2 CISCA Zones 0-2 CISCA Zones 0-2 ASTM E580
Association(CISCA) CISCA Zones 3-4 CISCA Zones 3-4 CISCA Zones 3-4
or
ASTM International(ASTM)
International Building Code(IBC)defines Seismic Design Categories A,B,C,D,E,and F.
N/.iccsafe.orq
1
ASCE/SEI 7 Minimum Design Loads for Buildings and Other Structures
American Society of Civil Engineers/Structural Engineer Institute(ASCE/SEI)
www.asce.org
Guidelines for Seismic Restraint for Direct-hung Suspended Ceiling Assemblies(Zones 3-4) ,
Recommendations for Direct-hung Acoustical Tile and Lay-in Panel Ceilings(Zones 0-2) i
CISCA Ceilings&Interior Systems Construction Association(CISCA)
ww.cisca.org ,
ASTM Internationl E580/E580M Standard Practice for Installation of Ceiling Suspension Systems
for Acoustical Tile and Lay-in Panels in Areas Subject to Earthquate Ground Motions.
ASTM International(formerly American Society for Testing and Materials)
www.astm.org
Further References USG Seismic Ceiling Resource Center
Seismic Technical Guides
seismicceilin s.com
Product Information Purpose L.A.Research Report Safety First!
See usg.com for the most up-to- This seismic technical guide Compliance Follow good safety/industrial
date product information. (STG)is intended as a resource DONN brand suspension systems hygiene practices during
for design professionals,to manufactured by USG Interiors, installation.Wear appropriate
Installation promote more uniform criteria Inc.,have been reviewed and personal protective equipment. I
Must be installed in compliance for plan review and jobsite are approved by listing in the Read MSDS and literature
with ASTM C636,ASTM E580. inspection of projects.This following L.A.Research Report before specification and
CISCA,and standard industry ST 0 indicates an accept- number:25764. installation.
practices. able method for achieving
compliance with applicable Notice
Code Compliance odes and regulations,although We shall not be liable for
The information presented other methods proposed by incidental and consequential
is correct to the best of our design professionals maybe damages,directly or indirectly
knowledge at the date of onsidered and adopted. •
sustained,nor for any loss
issuance.Because codes caused by application of these
continue to evolve,check ICC Evaluation Service,Inc., goods not in accordance with I
with a local official prior to Report Compliance current printed instructions or
designing and installing a ceiling Suspension systems for other than the intended use.
system.Other restrictions and manufactured by IISO Interiors, Our liability is expressly limited to
exemptions may apply.This Inc.,have been reviewed and replacement of defective goods.
is only intended as a quick are approved by listing in Any claim shall be deemed
reference. ICC-ES Evaluation Report 1222. waived unless made in writing
Evaluation Reports are subject to us'within thirty 130)days from
to reexamination,revision and date it was or reasonably should
•
possible cancellation.Please have been discovered.
refer to usgdesignstudio.com or
usg.com for current reports.
USG__.... __ Manufactured h' 7 arm --_. _....... The following are tra ema k d USG SC2522 r 12-13
C tel cry I' r>nicc IIIn3 inn i I Mels,n c [1rva c nnpnv- 2013.01-2G I tenors.LLC
west Atl:vs street < <utahlece l mqs corn D JN UOG USG in stylized letters Printed in U CA.
Chicago.,_00661 l.vgne„igastudOcam