Sample Wall Shop Drawings

PO Box 28192
Austin, TX 78755
+1-512-642-3989 office
+1-512-777-5987 fax
Sales@TransconSteel.com
www.TransconSteel.com
For
Project Address
Issue Date
Client Name
10-11-2014
1
3D Front_Right

Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
Austin, TX 78755 USA
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
0.2
General Notes14-137
10/30/2014GMJ
GMJ
A. GENERAL
A1. Scope
In the absence of specific instructions to the contrary in the contract documents, the trade practices that are defined in this
Code of Standard Practice shall govern the design, fabrication and installation of cold-formed steel structural framing.
A2. Referenced Documents
1. AISI, Standard for Cold-Formed Steel Framing - General Provisions, 2004 Edition, American Iron and Steel Institute,
Washington, DC.
2. AISI, Standard for Cold-Formed Steel Framing - Wall Stud Design 2004 Edition plus IBC 2006, American Iron and Steel
Institute, Washington, DC.
3. AISI, Standard for Cold-Formed Steel Framing - Truss Design, 2004 Edition, American Iron and Steel Institute,
Washington, DC.
4. ASTM, A1003/A1003M-02a, Standard Specification for Sheet Steel, Carbon, Metallic and Non- Metallic Coated for
Cold-Formed Framing Members, ASTM International, West Conshohocken, PA.
5. ASTM, A780-01, Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings,
ASTM International, West Conshohocken, PA.
6. ASTM C645-04, Standard Specification for Nonstructural Steel Framing Members, ASTM International, West
Conshohocken, PA.
7. ASTM C754-00, Standard Specification for Installation of Steel Framing Members to Receive Screw-Attached Gypsum
Panel Products, ASTM International, West Conshohocken, PA.
8. ASTM, C955-03, Standard Specification for Load-Bearing (Transverse and Axial) Steel Studs,Runners (Tracks), and
Bracing or Bridging for Screw Application of Gypsum Panel Products and Metal Plaster Bases, ASTM International,
West Conshohocken, PA.
9. SSMA, Product Technical Information, 2001 Edition, Steel Stud Manufacturers Association, Chicago, IL.
A3. Responsibility for Design
A3.1 The design professionals of record are responsible for the suitability and adequacy of all aspects of design. The
design professionals and/or the owner shall have a right to solicit designs, plans, specifications and/or datafrom the
component manufacturer, installer and/or specialty designer, but the responsibility for the safety of the structure, property and
conformance to applicable building codes and standards remains with the design professionals of record.
A3.2 If the contract documents require that the installer and/or specialty designer prepare designs, plans and/or
specifications, the contract documents shall state clearly and precisely the exact requirements,including all applicable
building codes and design requirements and all other regulatory requirements. The design professional of record assumes the
responsibility for these designs. The design professionals of record shall confirm that the effect of the specialty designer's
work conforms to the intent of the structural engineer of record on the overall project.
The design professional of record shall coordinate the work of all the specialty designers with the design
professionals' work and/or that of other specialty designers to ensure compatibility and integrate the connection and
conformity of the components designed by the different specialty designers. This coordinationincludes, but is not limited to,
addressing the forces and reactions as identified by the specialty designer that are transmitted to those elements of the
structure that are not designed by the specialty designer.
A3.3 If the contract documents specify trusses, the design responsibilities defined in the AISI Standard for Cold-Formed Steel
Framing - Truss Design shall apply. If the contract documents specify component assemblies other than trusses, the contract
documents shall define the responsibility for design of the component assemblies. If the contract documents require thatthe
component manufacturer be responsible for the design of the componentassemblies, the contract documents shall state
clearly and precisely the exact requirements, including all applicable building codes and design requirements and all other
regulatory requirements. The owner's representative for design assumes the responsibility for these designs.
A3.4 If the owner chooses not to hire a design professional, the owner is responsible for the suitability, adequacy and
legality of all aspects of design in the plans and specifications. In this case, the owner is responsible for thereview and
approval of component design drawings, component placement diagrams and/or installation drawings.
B. MATERIALS
1. Cold-Formed Steel Sheet: Complying with ASTM A 1003/A 1003M, Structural Grade, Type H, metallic coated, of grade
and coating weight as follows:
A. Grade: ST33H or ST50H, as required by structural performance
B. Coating: G60, A60, AZ50, or GF30.
2. Steel Sheet for Clips: ASTM A 653/A 653M, strucural steel, zinc coated, or grade and coating as follows:
A. Grade: 50, Class 1 or 2.
B. Coating: G90.
3. Steel Studs: Manufacturer's standard C-shaped steel studs, or web depths indicated, punched, with stiffened flanges, and
as follows:
A. Minimum Base-Metal Thickness: 0.033 inch.
B. Minimum Flange Width: 1-5/8 inches.
C. Minimum Yield Strength:
1. 20 through 18 ga (33KSI)
D. Galvanization: G-60
4. Steel Track: Manufacturer's standard U-shaped steel track, of web depths indicated, unpunched, with unstiffened flanges,
and as follows:
A. Minimum Base-Metal Thickness: 0.033 inch.
B. Minimum Flange Width: 1-1/4 inches.
C. Minimum Yield Strength:
D. Galvanization: G-60
5. Steel Shapes and Clips: ASTM A 36/A 36M, zinc coated by hot-dip process according to ASTM A 123/A 123M.
6. Expansion Anchors: Fabrication from corrosion-resistant materials, with capability to sustain, without failure, a load equal
to 5 times design load, as determined by testing per ASTM E 488, conducted by a qualified independent testing agency.
7. Power-Actuated Anchors: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant
materials, with capability to sustain, without failure, a load equal to 10 times design load, as determined by testing per ASTM
E 1190 conducted by a qualified independent testing agency.
8. Welding Electrodes: Compy with AWS standards.
9. Miscellaneous Materials:
A. Galvanizing Repair Paint: SSPC-Paint 20 or DOD-P-21035
B. Shims: Load bearing, high-density mulimonomer plastic, nonleaching.
C. Sealer Gaskets: Closed-cell neoprene foam, 1/4 inch thick, selected from manufacturer's standard widths to
match width of bottom track or rim track members.
C. JOB SITE
C1. Scope Items of cold-formed steel to be installed shall be enumerated in the contract documents.
C2. Site Conditions
C2.1 The installer shall be permitted to use the most efficient and economical method and sequence of
installation or assembly available consistent with the contract documents. When The owner
contracts separately with a component manufacturer and installer, the owner is responsible for
coordinating work between contractors.
C2.2 The installer shall examine areas and conditions under which framing materials are to be installed.
Work shall not proceed until unsatisfactory conditions have been corrected by those responsible.
C2.3 The owner's representative for construction shall provide and maintain adequate access necessary
for equipment and framing materials to be installed. The owner's representative for construction
shall provide the installer level, convenient, and adequate space to safely use the necessary
equipment and install the framing materials.
C2.4 The contractor shall coordinate setting drawings, dimensional problems, compatibility of various
trades and/or installation.
C3. Delivery, Handling and Storage of Materials
C3.1 It is the receiving entity's responsibility to verify that framing materials arrive in good condition. If
framing materials arrive at a destination in a damaged condition, the receiving entity shall promptly
notify the material supplier or component manufacturer prior to unloading the framing material, or
promptly upon discovery and prior to installation.
C3.2 It is the contractor's and/or the installer's responsibility to verify the framing material is not
damaged and meets the project specifications and/or approved submittals before installation. The
material supplier or component manufacturer shall be responsible solely for the replacement of
damaged material or material that does not meet the project specifications and/or approved
submittals. If the contractor and/or the installer installs damaged material then the contractor
and/or the installer assumes the cost of repairing or installing new materials. At no time will the
consequential costs to be assumed by the material supplier or component manufacturer exceed the
selling price of the particular material in question.
C3.3 Damage caused by improper storage or handling of framing materials on the job site is not the
responsibility of the material supplier or component manufacturer.
C3.4 Proper storage of framing materials on the job site is the responsibility of the receiving entity, and
requires that framing materials not be in direct contact with the ground and are protected from the
elements. Adequate drainage and ventilation shall be provided to minimize the formation of "wet
storage stain" or "white rust".
(Reference - Code of Standard Practice for Cold-Formed Steel Structural Framing - 2006)
C3.5 Proper handling of framing materials on the job site is the responsibility of the contractor and
installer, and requires that care be exercised to not cause significant damage to the metallic
coating. Bare steel exposed at minor scuffs and scratches is generally protected by the zinc's ability
to provide cathodic protection and does not require any repair; however, significant damage to the
metallic coating, such as is caused by field welding, must be repaired in accordance with Section
C4.
C4. Field Modifications and Repairs
C4.1 If the contractor, sub-contractor or any others modify or damage framing materials, that party is
responsible for all costs necessary to analyze and, when necessary, correct the situation.
C4.2 Installation of holes in the webs of structural members is limited to the size, configuration,
and location as specified in the approved design or recognized design standard. Any webs of
structural members with holes violating the above requirements must be evaluated by the design
professional.
C4.3 Field repairs to damaged structural members shall be made in accordance with the design
professional's recommendation. The design professional may request that the specialty designer
provide recommendations on field repairs, with final approval by the design professional.
C4.4 Repairs to the metallic coating, when required, shall be in accordance with ASTM A780.
C4.5 Changes orders resulting from such approved field modifications or repairs shall be handled in
accordance with Section D4.
D. CONTRACTUAL RELATIONS
D1. Presentation of Proposals
All proposals for furnishing framing material shall be made on a sales contract form. After
acceptance by the owner, these proposals must be accepted or executed by a qualified official of
the component manufacturer and/or installer. Upon such acceptance, the proposal becomes a
contract.
D2. Acceptance of Proposals
All proposals shall have a specified term of acceptance. If the proposal is not accepted within this
term the proposal becomes invalid.
D3. Terms of Payment
The terms of payment for the work to be completed shall be specified in the contract documents.
D4. Change Orders
The component manufacturer and/or installer shall submit change orders for work that is determined
to be of no fault of theirs and will provide the owner's representative for construction with their
opinion as to which other trade on the project was at fault. These change orders may be
necessitated by any conflicts, in accordance with Section C1; discrepancies, in accordance with
Section C4; delivery, handling and storage of materials, in accordance with Section F3; or field
modifications and repairs, in accordance with Section F4. The owner's representative for
construction shall review the change order within fourteen (14) days, or sooner if the decision
delays the project schedule, and issue a formal response. The owner's representative for
construction's compensation of the component manufacturer and/or installer for conflicts,
discrepancies and approved field modifications and repairs shall not be delayed due to the
owner's representative for construction's negotiations with the contractor determined to be at fault.
E. PANEL DETAILS
1. DRAWINGS AND ELEMENT NUMBERS
Builders should study the appropriate drawings before beginning construction and assembly. If shop
drawings are provided by Transcon Steel™ they show an element number for each panel in the floor plan.
This element number appears on the top, bottom, and face of each panel. Panel drawings are viewed from
the interior. Note that the interior face of each panel has stamped the words "TOP" and "INSIDE".
2. ASSEMBLY
A. Sequence of Assembly
1. Unload the flat-bed trailer or containter at the job site. Stack the panels for each floor so that they
are in the necessary sequence for erection.
2. Protect panels from high winds and sharp impact.
3. Panels are usually set starting at one corner of the building and proceeding in a counterclockwise
fashion.
2.1 Preparation of the Foundation
A. First verify that dimensions of the slab or subfloor are in accordance with contract documents and coordinate with shop
drawings. These dimensions should be within the tolerances stipulated by the design professional and/or by good construction
practices.
B. Locate conduit stub-ups (if any) and drill holes in base plate.
C. The panels are attached to the foundation using steel channel track with anchor bolts or powder shot pins. Steel track shall be
set in a waterproof inhibitor such as roofing felt, foam tape, etc. Size and spacing of anchors shall be determined by a design
professional based on building code requirements.
D. Caulk and set base-track to building dimensions and secure to the slab or subfloor using anchors as per the design
drawings. Be sure the plates are level and the corners are square. If the foundation is not level, shim and grout with cement
to obtain a level basetrack.
*Do NOT try to obtain a level wall by shimming the panels.
E. Use an expansion anchor or nail-down anchor at each splice joint of the base-track.
2.2 Wall Assembly
A. The usual method of assembly is to pre-assemble wall sections and set them in place.
B. Sections are usually pre-assembled in 12 ft. to 16-ft. sections. A level work area at least 16 ft. x 12 ft. is required.
This area should be cleared of debris and a base line marked at the bottom and left hand side of the assembly area.
The marked lines must be true and square to avoid mis-alignment of the panels.
C. Once the assembly area is cleared and marked, consult the floor plan and determine which sections are to be
assembled and in what sequence. Using the element numbers as reference, obtain the necessary panels and lay
them out with the interior face down.
D. Caulk joints (if specified) and push the panels together.
E. Check the section for overall dimensions and for squareness. Once satisfied with the alignment, screw the panels
together with two screws through the exterior face of the clip angle as shown in Clip Detail. Locate conduit stub-ups
(if any) on panel and drill up from panel bottom to create chaseway (also, mark location on subfloor for future
locating).
2.4 Top Plates
A. Tie Sections together using structural u-channel steel top track (See specs). Cut the track on site to allow overlap to
the center of the next panel section steel stud at 12",16" or 24".
B. Connect the track to the Ultra Frame panel by fastening one screw through the top track and into the metal stud.
Repeat this for both sides of the wall. The top plate is permanently secured to the wall sections after the floor or roof
system has been set, which loads the wall.
C. In cutting the top plates or track, observe the following guidelines:
1. Where a wall section joins another wall section, overlap the top track to the next section center of steel stud at
12", 16" or 24".
2. Where a wall section joins a corner, the section top plate should overlap onto the corner to the full width of the
corner on one side and width of the corner less the wall thickness on the other side.
3. Where a wall section butts into another wall section, overlap the top plate the full thickness of the butt wall.
4. Gap between adjacent top plates (cutting error) shall not exceed 1/2".
5. Stagger top plate joints so that the joint does not fall directly over a panel joint, but does fall over the center of
an inner steel stud.
2.5 Setting the Wall
A. Mark the base-track with a permanent marker to the measurements of the wall panels.
B. When setting the wall panels, set each panel or group of panels to the base-track mark that is shown on the shop
drawing plans. This is to prevent the group of panels to grow or shrink in wall length when setting in place. Connect
the panels to the base-track as shown in details. Attach the overlapping top track to each other as shown in details.
C. Temporarily brace the top of the wall to the ground or floor so it stands true and plumb.
2.6 Openings for Doors, Windows, Etc.
A. Some panel openings are assemblies consisting of 2 or more components. These are shipped disassembled and
must be assembled on site. Refer to the data sheets provided and assemble these sections before setting them in
place. As in all assemblies, carefully check the unit for overall dimensions and squareness before setting it into wall
section.
3. QUALITY CONTROL
3.1 Inspection of Panels
A. Panels have been checked for density and fusion quality and for dimensions before shipment, but should be checked for
damage and spot-checked for dimensions as they are unloaded and stacked. For dimensional tolerances refer to 3.3. As a
general rule, any defect in the polystyrene core of the panel such as small cuts or nicks will not affect the integrity of the
panel. Damage to the metal will affect the panel's strength and integrity and can result in a rejected panel; refer to 3.2 below.
3.2 On-Site Changes
A. In general, any changes deemed necessary on-site must be cleared with the manufacturer before the changes are made.
The following site changes may be made:
1. Reject any panel with vertical steel members that have any buckles or dents. The panel can be salvaged by cutting
out the damaged section and inserting a wood or metal building stud. Fill gaps with insulation.
2. Bends may be straightened in the horizontal metal at the top and bottom edges of the panel.
3. Electrical Boxes. Use a hot knife or other acceptable cutting tool. Do not exceed the box dimensions and, where
possible, locate the box beside a vertical steel channel for screw attachment. Boxes should have recessed "ears" or
brackets behind the wall cladding.
4. Wiring or Conduit Chases. If chases provided are not used, vertical chases may be cut in to the polystyrene with a
hot knife or other acceptable cutting tool. Vertical chases shall be cut a minimum of 2" from any vertical steel channel.
3.3 Dimensional Tolerances
Panels:
Thickness ±1/8"
Panel Bow ±1/8"
Width +0", -1/8"
Additional Width Deviation @ mid height +0", -1/4"
Length ± 1/8"
Length difference between panels of same nominal length ± 1/8"
Diagonal squareness ± 1/8"
Door, Window, and other Rough Openings:
Width ±1/8"
Length ±1/8"
Diagonal squareness ±1/8"
3.4 Assembly of Panels
A. All bottom tracks must be level before the panels are set. If shimming is necessary to obtain level bottom track shim
(and grout) under the plate and not between the panel and plate.
B. Before making the final connections to the erected wall, the walls must be plumb.
C. Once the panels are in place for one floor the overall dimensions and squareness of the building should be checked
before proceeding with the assembly of any upper floor deck or roof system.
4. SAFETY
The panels may be handled by one or two persons. The following rules should be followed:
A. Gloves should be worn at all times when moving panels. The metal edges can cut and must be handled carefully.
B. Do not remove panels in high wind conditions. The surface of the panel will catch the wind and can create a potentially
hazardous condition.
C. If high winds are possible, panels must be sheltered, weighted, or otherwise protected from moving.

Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
0.3
General Notes14-137
10/30/2014GMJ
GMJ
Fastener Connection Schedule
Application Fastener
Steel to Steel -
Nonloadbearing
(less than 33mil in thickness)
Minimum #6, sharp point, low-profile head.
Steel-to-Steel Loadbearing
Minimum #8, self-drilling, low-profile head where gypsumboard or
sheathing is to be installed; otherwise, a hex head can be used.
Hurricane Clips
sheathing is to be installed; otherwise, a hex head should be used.
Wood Bottom / Top Plate
Minimum #12, piercing tip, bugle head fastener. Fastener should have
minimum penetrtion of 3 threads into metal or 3/4" into wood.
Hat Channel
sheathing is to be installed; otherwise, a hex head can be used.
Exterior Trim
Minimum #8, sharp point/self drilling¹, bugle-head or trim-head
fastener.
Plywood Sheathing
Minimum #8, sharp point/self drilling¹, bugle-head screw. Winged
screws and pneumatic fasteners are also available.
Metal Lath
Nail lath to wood sheathing or screw through foam backing to stud with #8
minimum drill point, low profile.
Masonry Ties Minimum #8, sharp point/self drilling¹, hex-head screws.
Interior Trim
#6 minimum, sharp point/pilot point¹, finish or trim-head screws. If wood
blocking is installed use finishing nails.
Gypsum Board Minimum #6, sharp point/self drilling¹, bugle-head screws.
Cement Fiber Board
Minimum #8, sharp point/self drilling¹ , bugle head. Winged
screws are also available.
Metal Veneer Minumum #10, self-drilling, neoprene washered hex head fastener.
¹ Use a sharp point for studs up to 33 mils and a self-drilling point for thicker steel.
Mils Gauge Color
33 20 White
43 18 Yellow
54 16 Green
68 14 Orange
97 12 Red
600 S 162 - 54
Example: 6" = 600 x 1/100 inches)
All member depths are taken in 1/100 inches.
Fora all "T" Sections, member depth is the
inside-to-inside dimension.
Example: 1-5/8" = 1.625" = 162 x 1/100 inches)
All flange widths are taken in 1/100 inches.
(Example: Stud or Joist Section = S)
The four alpha characters utilized by the
designator system are:
S = Stud or Joist Section
T = Track Sections
U = Channel Sections
F = Furring Channel Sections
L = L-Angle
Others:
CRC = Cold Rolled Channel
JR = JoistRite
SR = StudRite
UF = UltraFrame
STR = Strap
BM = Specialty Brake Metal
Member Depth: Flange Width:
Member Type: Mils to Gauge Chart:
30 20 Pink
27 22 Blue
18 25 None

Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 28192
Austin, TX 78755
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
12" = 1'-0" 0.4
General Notes14-137
10/30/2014GMJ
GMJ
Approver
12" = 1'-0"
1
Panel Viewing
Viewing Notes:
1. Panel Label direction shows viewing side of panel.
2. Typical framing is Left-to-Right based upon viewing side
(unless otherwise noted).
3. All Studs are gauge color painted. Place paint side near
bottom track for alignment of hole service holes for benefit of
other trades and ease of lateral bracing installation.
Painted Ends
at Bottom
Lateral Bracing
(if required)
Panel 10 Plan View
Opening
Width
Distance to
Opening
Distance to
Opening
Header
Overall Dimension
Opening
Type
Lateral Bracing

0"
18'-101/2"18'-101/2"
0"3'-01/4"4'-0"
0"
18'-101/2"
9'-11"
T1
T1
C1C1
T0
T0
C1 C1 C1 C1 C1 C0C2 C1 C1 C1 C1 C1
0"
2'-0"
4'-0"
6'-0"
8'-0"
10'-0"
12'-0"
14'-11/2"
16'-0"
18'-0"
0"
11'-0"
600S162-43
Lbl Qty Member Length W(lbs)
C0 1 600S162-43 9' 10 7/8" 15.8675
C1 15 600S162-33 9' 10 3/4" 182.7632
C2 1 600S162-43 9' 10 3/4" 15.8435
CC0 4 600T125-43(33) 0' 5 3/4" 2.5699
CP0 22 325L150x150-54 0' 0" 3.3034
T0 2 150U50-54 18' 7 1/4" 17.5136
T1 2 600T125-43 18' 10 1/2" 50.6228
- - Grand Total: 288.4839
- - Diagonal Length: 21' 3 7/8"
18' - 10 1/2"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
As indicated 1Ext-1
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4
1Ext-1-TopView-Framing

CLOSET
0"
16'-0"
3'-01/4"4'-0"
9'-11"
T1
T1
C0C1
T2T2
C2
T0
T0
C1 C1 C1
C1
C1 C1 C1 C2
0"
2'-0"
4'-0"
6'-0"
8'-0"
10'-0"
12'-0"
14'-0"
16'-0"
0300STR-54
0300STR-54
600S162-54
600S162-54
600S162-54
600S162-54
C0 1 600S162-54 9' 10 7/8" 19.8812
C1 8 600S162-33 9' 10 3/4" 97.4737
C2 4 600S162-54 9' 10 3/4" 79.4046
CC0 6 600T125-43(33) 0' 5 3/4" 3.8549
CP0 20 325L150x150-54 0' 0" 3.0031
T0 2 150U50-54 15' 7 1/8" 14.6655
T1 2 600T125-43 16' 0" 42.9067
T2 4 0300STR-54 18' 7 1/8" 41.9864
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
As indicated 1Ext-2
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

CLOSET
0"3'-01/4"4'-0"
9'-11"
T1
T1
C1
CC0
C1
T0
T0
C1 C1 C0C2 C1 C1 C1 C1 C1 C1 C1
CC0
C1
600S162-43
0"
4'-111/8"
20'-0"
0"
2'-0"
4'-0"
6'-0"
8'-0"
10'-0"
12'-0"
14'-0"
16'-0"
18'-0"
20'-0"
0"
14'-51/2"
C0 1 600S162-43 9' 10 7/8" 15.8675
C1 12 600S162-33 9' 10 3/4" 146.2106
C2 1 600S162-43 9' 10 3/4" 15.8435
CC0 4 600T125-43(33) 0' 5 3/4" 2.5699
CP0 24 325L150x150-54 0' 0" 3.6037
T0 2 150U50-54 19' 8 3/4" 18.575
T1 2 600T125-43 20' 0" 53.6334
0"
20'-0"
0"
4'-91/4"
6'-01/2"
14'-35/8"
18'-31/2"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
As indicated 1Ext-3
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

3'-01/4"4'-0"
0"
19'-113/8"
9'-11"
T1
T1
C1
T0
T0
C1 C1 C1 C1 C1 C0C2 C1 C1 C1 C1 C1
600S162-43
0"
11'-0"
0"
1'-111/2"
3'-111/2"
5'-111/2"
7'-111/2"
9'-111/2"
11'-111/2"
13'-111/2"
15'-111/2"
17'-111/2"
19'-113/8"
0"
16'-55/8"
C0 1 600S162-43 9' 10 7/8" 15.8675
C1 15 600S162-33 9' 10 3/4" 182.7632
C2 1 600S162-43 9' 10 3/4" 15.8435
CC0 4 600T125-43(33) 0' 5 3/4" 2.5699
CP0 22 325L150x150-54 0' 0" 3.3034
T0 2 150U50-54 19' 8 1/8" 18.5284
T1 2 600T125-43 19' 11 3/8" 53.5014
19' - 11 3/8"
0"
16'-33/4"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
As indicated 1Ext-4
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

3'-01/4"4'-0"
0"
3'-93/4"
11'-01/4"
T1
T2
C1
T0
T0
C0
C2
0"
1'-111/2"
3'-95/8"
9'-11"
3' - 11 1/2"
C0 1 600S162-33 10' 4 3/4" 12.7991
C1 1 600S162-33 10' 11 5/8" 13.5006
C2 1 600S162-33 9' 10 3/4" 12.1837
CC0 4 600T125-43(33) 0' 5 3/4" 2.5699
CP0 6 325L150x150-54 0' 0" 0.9009
T0 2 150U50-54 3' 6 3/8" 3.2606
T1 1 600T125-43 3' 11 7/8" 5.3511
T2 1 600T125-43 3' 9 5/8" 5.098
3' - 9 5/8"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
As indicated 1Ext-5
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

0"3'-01/4"4'-0"4'-0"
5' - 0"
14'-111/2"
13'-53/4"
T1
T2
C3
T0
T0
T0
C0
C1
C2
C4
5'-2 7/8"
0"
1'-31/2"
2'-71/2"
3'-111/2"
5'-0"
600S162-68
C0 1 600S162-43 14' 6 3/8" 23.2585
C1 1 600S162-43 14' 1 5/8" 22.6359
C2 1 600S162-43 13' 9" 22.0132
C3 1 600S162-43 14' 10 7/8" 23.8593
C4 1 600S162-43 13' 5 3/4" 21.5875
CC0 6 600T125-43(33) 0' 5 3/4" 3.8549
CP0 15 325L150x150-54 0' 0" 2.2523
T0 3 150U50-54 4' 8 3/4" 6.5898
T1 1 600T125-43 5' 2 7/8" 7.0243
T2 1 600T125-43 5' 0" 6.7042
5' - 0"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
As indicated 1Ext-6
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

0"3'-01/4"4'-0"4'-0"4'-0"
0"
5'-0"
18'-103/4"
T1
T2
CC0
C3
T0
T0
T0
T0
C0 C1 C2 C4
0"
1'-31/2"
2'-71/2"
3'-111/2"
5'-0"
5' - 2 1/2"
17'-51/4"
600S162-68
600S162-68
C0 1 600S162-43 18' 5 5/8" 29.5625
C1 1 600S162-43 18' 0 7/8" 28.9399
C2 1 600S162-43 17' 8 1/4" 28.3173
C3 1 600S162-68 18' 10 1/8" 47.4529
C4 1 600S162-68 17' 5" 43.8789
CC0 8 600T125-43(33) 0' 5 3/4" 5.1399
CP0 20 325L150x150-54 0' 0" 3.0031
T0 4 150U50-54 4' 8 3/4" 8.7864
T1 1 600T125-43 5' 2 7/8" 7.0243
T2 1 600T125-43 5' 0" 6.7042
5' - 0"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
As indicated 1Ext-7
Framing14-137
10/30/2014GMJ
GMJ
Approver
3/8" = 1'-0"
4

0"3'-01/4"4'-0"4'-0"4'-0"4'-0"
T1
T2
C2
C3
T0
T0
T0
T0
T0
C1
C4
C0
21'-41/2"
3' - 11 1/2"
22'-57/8"
0"
1'-31/2"
2'-71/2"
3'-95/8"600S162-68
600S162-68
600S162-68
C0 1 600S162-43 22' 0 5/8" 35.3072
C1 1 600S162-43 21' 8" 34.6846
C2 1 600S162-68 22' 5 1/8" 56.4904
C3 1 600S162-68 22' 5 3/8" 56.541
C4 1 600S162-68 21' 4 1/4" 53.7964
CC0 10 600T125-43(33) 0' 5 3/4" 6.4248
CP0 20 325L150x150-54 0' 0" 3.0031
T0 5 150U50-54 3' 4 3/4" 7.8325
T1 1 600T125-43 3' 11 7/8" 5.3511
T2 1 600T125-43 3' 9 5/8" 5.098
3' - 9 5/8"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
As indicated 1Ext-8
Framing14-137
10/30/2014GMJ
GMJ
Approver
3/8" = 1'-0"
4

(2) 800S162-54
(2)800S162-54
0"0"
1'-31/2"
2'-93/8"2'-93/8"
8'-73/8"8'-73/8"
9'-31/2"
10'-71/2"
11'-13/8"11'-13/8"
0"3'-01/4"4'-0"4'-0"4'-0"4'-0"
9'-101/2"8"
11'-91/2"
0"
0"
2'-93/8"
8'-73/8"
0"
11'-13/8"
22'-41/8"
T6
T5
T0
T2
C1 C1C4
C5
(2)
T8
C3 C2C3 C3
C0
C3
T4
T7
C4C1
T3
C1
C1
C8(2) T1(2)
T1(2)
T1(2)
C0(2)
C7(2)
800S162-54
5' - 10"
9'-101/2"
5' - 10"
600S162-54
600S162-43
600S162-54
600S162-43
600S162-54
600S162-68
22'-4"
C0 3 600S162-54 11' 9 1/2" 70.9621
C1 5 600S162-43 22' 3 7/8" 178.6915
C2 1 600S162-43 11' 9 1/2" 18.8787
C3 4 600S162-43 11' 9 3/8" 75.4189
C4 2 600S162-54 22' 3 7/8" 89.5565
C5 2 800S162-54 5' 10" 27.763
C6 2 600S162-54 0' 7 3/4" 2.5911
C7 2 600S162-68 22' 3 7/8" 55.7647
C8 2 600S162-68 22' 3 7/8" 112.4466
CC0 28 600T125-43(33) 0' 5 3/4" 17.9895
CP0 92 325L150x150-54 0' 0" 13.8143
T0 1 150U50-54 2' 3 1/8" 1.0216
T1 6 150U50-54 10' 4 1/4" 29.1199
T2 1 150U50-54 2' 6 3/8" 1.0854
T3 1 150U50-54 2' 2 7/8" 0.947
T4 1 150U50-54 2' 6 1/8" 1.0108
T5 1 600T125-43 11' 1 3/8" 14.8958
T6 1 600T125-43 2' 9 3/8" 3.7335
T7 1 600T125-43 2' 5 7/8" 3.3408
T8 2 600T125-43 5' 10" 15.6431
11'-13/8"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
As indicated 1Ext-9
Framing14-137
10/30/2014GMJ
GMJ
Approver
3/8"=1'-0"
4

-54
(2)800S162-54
0"
2'-67/8"
8'-47/8"
9'-33/4"
0"3'-01/4"4'-0"4'-0"4'-0"4'-0"
0"
2'-67/8"
8'-47/8"
22'-31/2"
T3
T2
C5
T0
T0
T0
T0
T0
C0
C2
C3
T5
T5
C4
C1 C1
C4
T4
C2
T1
T1
T1
T1
T1
C5
800S162-54
0"
2'-01/4"
5' - 10"
11'-9"8"9'-101/2"
800S200-68
800S200-68
800S200-68
800S200-68
800S200-68
C0 1 800S200-68 22' 3 1/2" 72.8742
C1 2 800S162-43 11' 8 3/4" 44.9539
C2 4 800S200-68 22' 3 1/4" 291.301
C3 2 800S162-54 5' 10" 27.7382
C4 2 800S162-43 0' 7 3/4" 2.4755
C5 3 800S162-43 22' 3 1/4" 128.0626
CC0 20 600T125-43(33) 0' 5 3/4" 12.8497
CP0 20 325L150x150-54 0' 0" 3.0031
T0 5 150U50-54 1' 11 5/8" 3.9448
T1 5 150U50-54 0' 5 1/4" 0.8381
T2 1 800T125-43 9' 3 3/4" 15.417
T3 1 800T125-43 2' 6 7/8" 4.2541
T4 1 800T125-43 0' 10 7/8" 1.5011
T5 2 800T125-43 5' 10" 19.3237
9'-33/4"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
As indicated 1Ext-10
Framing14-137
10/30/2014GMJ
GMJ
Approver
3/8"=1'-0"
4

(2) 600S162-54(2) 600S162-430"0"
113/4"113/4"
4'-41/4"
6'-115/8"
12'-95/8"
13'-10"
0"3'-01/4"4'-0"4'-0"2'-65/8"6"
0"
113/4"
4'-41/4"
6'-115/8"
12'-95/8"
13'-10"
0"
13'-10"
14'-07/8"
7'-23/8"
T4
T3
C0
T0
T0
T0
C3
C4C4
T7
T7
C6
C1 C1
C6
T5
C3
T1
T1
T1
C0
C3
C5
T8
T8
C2 C2 C2
T6
C3
T2
T2
T2
C0
Type 3 -Ext 3070
3' - 4 1/2" 5' - 10"
600S162-54
800S162-54
800S162-54
800S162-54
800S162-54
800S162-54
800S162-54
800S162-54
800S162-54
600S162-43
3' - 4 1/2" 5' - 10"
6'-41/2"
3'-83/8"
3'-83/8"6"9'-101/2"
0"
5'-111/2"
2' - 7 3/8"
C0 4 800S162-43 14' 0 5/8" 107.7245
C1 2 800S162-43 6' 4 1/4" 24.3413
C2 3 800S162-43 3' 8 1/8" 21.1199
C3 8 800S162-54 14' 0 5/8" 270.0481
C4 2 600S162-43 3' 4 1/2" 10.7106
C5 2 600S162-54 5' 10" 23.1407
C6 2 800S162-43 0' 5 3/4" 1.8367
CC0 18 600T125-43(33) 0' 5 3/4" 11.5647
CP0 21 325L150x150-54 0' 0" 3.1533
T0 3 150U50-54 0' 5 1/4" 0.5044
T1 3 150U50-54 2' 1" 2.8291
T2 3 150U50-54 0' 7 1/2" 0.764
T3 1 800T125-43 13' 10" 22.9114
T4 1 800T125-43 0' 11 3/4" 1.6215
T5 1 800T125-43 2' 7 3/8" 4.3367
T6 1 800T125-43 1' 0 3/8" 1.7012
T7 2 800T125-43 3' 4 1/2" 11.1802
T8 2 800T125-43 5' 10" 19.3238
13' - 10"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

(2
(2)600S162-54
0"
3'-111/2"
4'-7"
5'-1"5'-1"
10'-11"10'-11"
16'-6"
3'-01/4"4'-0"4'-0"4'-0"4'-0"
0"
5'-1"5'-1"
10'-11"
T2
T3
C22
C23
T0
T0
T0
T0
T0
C0C1
C2
C14
C13
T5
C15
C16
C20
C21
T6
T6
T6
T6
T6
C7
C8
C7
C9
C7
C10
C7
C11
C7
C12
T4
C17C18
T1
T1
T1
T1
T1
C3C4C5C6
C24
T0
800S200-68
600S162-43
5'-10"
6'-11" 6'-2" 6'-53/8" 7'-71/2"
17'-21/4"
5'-10"
6'-2"
20'-27/8"
27'-17/8"
600S162-43
600S162-43
0"
1'-31/2"
2'-71/2"
11'-111/2"
13'-31/2"
14'-71/2"
15'-111/2"
0"
16'-6"
22'-41/8"
C0 1 600S162-43 26' 8 7/8" 42.8032
C1 1 600S162-43 26' 4 1/8" 42.1805
C10 1 600S162-43 4' 0 5/8" 6.4793
C11 1 600S162-43 3' 7 7/8" 5.8567
C12 1 600S162-43 3' 3 1/4" 5.234
C13 1 600S162-43 25' 9 1/4" 41.2615
C14 1 600S162-43 25' 9 3/4" 41.3245
C15 1 600S162-43 25' 8 7/8" 41.2053
C16 1 600S162-43 25' 8 3/8" 41.1423
C17 1 600S162-43 23' 11 1/8" 38.3063
C18 1 600S162-43 23' 10 5/8" 38.2432
C19 2 800S200-68 0' 0 5/8" 0.3369
C2 1 600S162-43 25' 11 1/2" 41.5579
C20 2 600S162-43 5' 10" 18.4956
C21 2 800S200-68 5' 10" 37.695
C22 1 600S162-68 27' 1 3/8" 68.2829
C23 1 600S162-68 27' 1 1/2" 68.3328
C24 1 600S162-68 22' 4" 56.2607
C3 1 600S162-43 23' 7 1/2" 37.8222
C4 1 600S162-43 23' 2 7/8" 37.1996
C5 1 600S162-43 22' 10 1/8" 36.5769
C6 1 600S162-43 22' 5 1/2" 35.9543
C7 5 600S162-43 5' 9 1/4" 46.2027
C8 1 600S162-43 4' 9 7/8" 7.7245
C9 1 600S162-43 4' 5 1/4" 7.1019
CC0 20 600T125-43(33) 0' 5 7/8" 13.2512
CP0 55 325L150x150-54 0' 0" 8.2585
T0 5 150U50-54 4' 2 1/4" 9.6905
T1 5 150U50-54 5' 2 1/8" 12.0427
T2 1 600T125-43 17' 2 5/8" 23.0863
T3 1 600T125-43 5' 1" 6.8159
T4 1 600T125-43 5' 7" 7.4863
T5 3 600T125-43 0' 0 5/8" 0.2138
T6 5 600T125-43 5' 10" 39.1077
5'-1"5'-10"5'-7"
16'-6"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
As indicated 1Ext-12(1)
Framing14-137
10/30/2014GMJ
GMJ
Approver
3/8"=1'-0"
4
1ExtLB-12-TopView-Framing

Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
1Ext-12(2)
Framing 3D14-137
10/30/2014GMJ
GMJ
Approver
1
1Ext-12-3D View

(2) 800S200-68(2) 800S200-68(2) 800S200-68
0"0"
3'-33/8"3'-33/8"
9'-13/8"
15'-71/4"
21'-51/4"
28'-2"
34'-0"
37'-1"
9'-101/2"
3'-01/4"4'-0"2'-101/4"
61/2"
8"
0"1/8"
3'-13/4"
9'-3"
15'-55/8"
21'-67/8"
28'-03/8"
34'-15/8"
37'-1"
0"
37'-1"
11'-1"
T6
C6
T0
T0
C0 C0 C0
C3C3C3
T12
C2
C5
T10
C1
T7
C5
C2
C0
T1
T1
T1
C0 C0 C0 C0 C0
C3
T12
C2
T10
C1
T8
C2
C0
T2
T2
T2
C0 C0 C0 C0 C0
C4
T13
C2
T11
C1
T9
C2
C0
T3
T3
C0
C0 C6
800S200-68
600S162-68
600S162-43
600S162-43
600S162-68
800S200-68800S200-68
0"
1'-0"
2'-4"
10'-4"
11'-8"
13'-0"
14'-4"
22'-4"
23'-8"
25'-0"
26'-4"
27'-8"
34'-4"
35'-8"
6' - 1 1/4" 6' - 1 1/4" 6' - 1 1/4"
5' - 10" 5' - 10" 5' - 10"
4'-0"2'-113/4"
6' - 2 5/8" 6' - 5 1/2" 2' - 11 3/8"
3' - 3 3/8" 5' - 10" 6' - 5 7/8" 5' - 10" 6' - 8 3/4" 5' - 10" 3' - 1"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
3/8" = 1'-0" 1Ext-13(1)
Framing14-137
10/30/2014GMJ
GMJ
Approver
3/8" = 1'-0"
4

C0 19 600S162-43 11' 0 3/4" 336.5168
C1 18 600S162-43 0' 6 1/4" 14.901
C2 6 600S162-68 10' 4 3/4" 157.049
C3 8 800S200-68 6' 1 1/4" 157.7869
C4 4 800S200-68 6' 1 1/4" 78.8934
C5 2 600S162-54 0' 7 3/4" 2.5911
C6 2 600S162-68 11' 0 3/4" 55.727
CC0 20 600T125-43(33) 0' 5 3/4" 12.8497
CP0 55 325L150x150-54 0' 0" 8.2585
T0 2 150U50-54 2' 10 1/2" 2.6392
T1 3 150U50-54 5' 11 3/8" 8.3195
T10 2 600T125-43 5' 10" 15.6433
T11 1 600T125-43 5' 10" 7.8214
T12 4 600T125-43 6' 1 1/4" 32.7347
T13 2 600T125-43 6' 1 1/4" 16.3669
T2 3 150U50-54 6' 2 1/4" 8.66
T3 2 150U50-54 2' 8 1/8" 2.4529
T4 1 150U50-54 37' 7 5/8" 17.5034
T5 1 600T125-43 37' 1" 49.721
T6 1 600T125-43 3' 3 3/8" 4.3977
T7 1 600T125-43 6' 5 7/8" 8.7016
T8 1 600T125-43 6' 8 3/4" 9.0235
T9 1 600T125-43 3' 1" 4.1335
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
1/4" = 1'-0" 1Ext-13(2)
Framing 3D & Sched14-137
10/30/2014GMJ
GMJ
Approver
1
1Ext-13-3D View
1/4" = 1'-0"
2
Bill of Material

(2)600S162-54
0"0"
5'-1"5'-1"5'-1"
10'-11"10'-11"
16'-0"
0"3'-01/4"4'-0"4'-0"4'-0"4'-0"
0"
5'-1"
10'-11"
16'-0"
0"
16'-0"
22'-53/4"
T1
T2
C15
T0
T0
T0
T0
T0
C0
C1C9
C8
C12
C13
T3
T3
T3
T3
T3
C14
C4
C5
C4
C6
C4
C7
C14
T2
C10
C11
T0
T0
T0
T0
T0
C2
C3
C16
T0
600S162-54
600S162-43
600S162-54
600S162-54
600S162-54
600S162-54
7'-113/4" 6" 6'-2" 4'-4" 6" 7'-8"
27'-17/8"
5'-10"
5'-10"
0"
1'-111/2"
3'-111/2"
11'-111/2"
13'-111/2"
16'-8"
C0 1 600S162-43 23' 0 5/8" 36.9077
C1 1 600S162-43 23' 7 5/8" 37.8416
C10 1 600S162-54 25' 8 1/4" 51.5275
C11 1 600S162-54 25' 8 3/4" 51.6065
C12 2 600S162-54 5' 10" 23.1407
C13 2 600S162-43 5' 10" 18.5121
C14 2 600S162-43 0' 5 7/8" 1.5823
C15 1 600S162-68 22' 5 3/4" 56.628
C16 1 600S162-68 27' 1 3/8" 68.2829
C2 1 600S162-43 25' 11 5/8" 41.5774
C3 1 600S162-43 26' 6 5/8" 42.5113
C4 3 600S162-43 4' 3 7/8" 20.7671
C5 1 600S162-43 5' 0 5/8" 8.0831
C6 1 600S162-43 5' 7 5/8" 9.017
C7 1 600S162-43 6' 2 5/8" 9.951
C8 1 600S162-54 23' 11 3/8" 48.0355
C9 1 600S162-54 23' 10 7/8" 47.9565
CC0 20 600T125-43(33) 0' 5 7/8" 13.2512
CP0 40 325L150x150-54 0' 0" 6.0062
T0 10 150U50-54 4' 8 1/8" 21.7218
T1 1 600T125-43 16' 8 3/8" 22.388
T2 2 600T125-43 5' 1" 13.6318
T3 5 600T125-43 5' 10" 39.1078
5'-1"
5'-10"
5'-1"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
As indicated 1Ext-14(1)
Framing14-137
10/30/2014GMJ
GMJ
Approver
3/8"=1'-0"
4

Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
1Ext-14(2)
Framing 3D14-137
10/30/2014GMJ
GMJ
Approver
1
1Ext-14-3D View

0"
1'-31/2"
3'-0"3'-0"
0"3'-01/4"4'-0"4'-0"4'-0"4'-0"
0"
3'-0"
22'-41/8"
T1
T1
C0
T0
T0
T0
T0
T0
C0
C1
600S162-54
600S162-54
600S162-54
C0 2 600S162-43 22' 3 7/8" 71.4766
C1 3 600S162-54 22' 3 7/8" 134.3347
CC0 20 600T125-43(33) 0' 5 3/4" 12.8497
CP0 25 325L150x150-54 0' 0" 3.7539
T0 5 150U50-54 2' 8 3/4" 6.2557
T1 2 600T125-43 3' 0" 8.045
3' - 0"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
3/8" = 1'-0"
4

0"
111/2"
1'-111/2"
2'-111/2"2'-111/2"
3'-111/2"
4'-111/2"
5'-111/2"
6'-111/2"
7'-111/2"
8'-111/2"8'-111/2"
9'-111/2"
10'-67/8"
0"3'-01/4"4'-0"4'-0"4'-0"4'-0"
T1
T2
C10
C0 C1
C3 C4 C5 C6 C7
C9 C11
T0(2)
T0(2)
T0(2)
T0(2)
T0(2)
C2(2)
C8(2)
22'-57/8"
19'-43/8"
C0 1 600S162-43 19' 7 5/8" 31.3241
C1 1 600S162-43 19' 11 1/8" 31.7934
C10 1 600S162-68 19' 4 1/4" 48.5688
C11 1 600S162-68 22' 5 1/8" 56.2755
C2 2 600S162-43 20' 2 3/4" 64.5255
C3 1 600S162-43 20' 6 1/4" 32.7321
C4 1 600S162-43 20' 9 3/4" 33.2014
C5 1 600S162-43 21' 1 1/4" 33.6707
C6 1 600S162-43 21' 4 7/8" 34.1401
C7 1 600S162-43 21' 8 3/8" 34.6094
C8 2 600S162-43 21' 11 7/8" 70.1575
C9 1 600S162-43 22' 3 3/8" 35.5481
CC0 20 600T125-43(33) 0' 5 3/4" 12.8497
CP0 100 325L150x150-54 0' 0" 15.0155
T0 10 150U50-54 10' 3 5/8" 48.3163
T1 1 600T125-43 11' 0 5/8" 14.7654
T2 1 600T125-43 10' 6 7/8" 14.1258
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
As indicated 1ExtLB-16
Framing14-137
10/30/2014GMJ
GMJ
Approver
3/8"=1'-0"
4

0"
1'-31/2"
2'-71/2"
3'-111/2"
4'-103/4"4'-103/4"
14'-31/4"14'-31/4"
15'-31/4"
0"3'-01/4"4'-0"4'-0"
7'-23/8"
10"0"
11'-41/8"
0"
4'-103/4"
14'-31/4"
T2
T3
C17
T0
T0
T0
C0 C1 C2C12 C15
(2)
T5
C5 C6 C7 C8 C9 C10 C11
T4
C13C14
T1
T1
T1
C3 C18
C4(2)
Type 4 - Ext 9070
15' - 10 7/8"
14'-111/8"
C0 1 600S162-43 15' 3 1/2" 24.3889
C1 1 600S162-43 15' 8 1/8" 25.0075
C10 1 600S162-43 10' 4 1/4" 16.5204
C11 1 600S162-43 10' 8 7/8" 17.1389
C12 1 600S200-54 16' 3 1/2" 35.9382
C13 1 600S200-54 19' 0 3/4" 42.0602
C14 1 600S200-54 19' 1 3/8" 42.1671
C15 2 1000S200-68 9' 4 1/2" 69.9901
C16 2 600S162-43 0' 9 3/4" 2.5922
C17 1 600S162-68 14' 11" 37.4247
C18 1 600S162-68 19' 3 3/4" 48.4703
C2 1 600S162-43 16' 0 3/4" 25.6261
C3 1 600S162-43 19' 2" 30.5747
C4 2 600S200-54 16' 2 7/8" 71.6624
C5 1 600S162-43 8' 5" 13.4275
C6 1 600S162-43 8' 9 5/8" 14.046
C7 1 600S162-43 9' 2 3/8" 14.6646
C8 1 600S162-43 9' 7" 15.2832
C9 1 600S162-43 9' 11 5/8" 15.9018
CC0 12 600T125-43(33) 0' 5 3/4" 7.7098
CP0 21 325L150x150-54 0' 0" 3.1533
T0 3 150U50-54 4' 5 1/8" 6.1608
T1 3 150U50-54 0' 6 3/8" 0.6358
T2 1 600T125-43 15' 11 1/4" 21.2858
T3 1 600T125-43 4' 10 3/4" 6.5403
T4 1 600T125-43 1' 0" 1.3359
T5 2 600T125-43 9' 4 1/2" 25.0478
- - Diagonal Length: 24' 8"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
3/8" = 1'-0"
4

0"
1'-31/2"
2'-71/2"
3'-63/8"
3'-95/8"
12'-35/8"
12'-67/8"12'-67/8"
13'-31/2"
14'-71/2"
15'-111/2"
16'-87/8"
3'-01/4"4'-0"73/4"6"1'-87/8"
3'-01/4"4'-0"
0"
3'-95/8"
12'-35/8"
T2
T3
C16
C0
C1 C12C11
C14
(2)
T5
C6
C7
C8
C9
C10
T4
C13
C2
C3
C4
C17
T0(2)
T0(2)
C5(2)
T1(2)
T1(2)
8'6x7'8
9'-107/8"
8' - 6"
7'-8"
2'-95/8"
5'-41/4"
17' - 5 1/8"
14'-93/8"
C0 1 600S162-43 10' 3 1/4" 16.3818
C1 1 600S162-43 10' 7 7/8" 17.0004
C10 1 600S162-43 4' 9 3/4" 7.6786
C11 1 600S162-43 10' 11 1/2" 17.4861
C12 1 600S162-43 10' 11 1/8" 17.4235
C13 1 600S162-43 13' 5 5/8" 21.4922
C14 2 600S162-54 8' 6" 33.7193
C15 2 600S162-43 0' 5 3/4" 1.5287
C16 1 600S162-68 9' 10 3/4" 24.8295
C17 1 600S162-68 14' 8 3/4" 36.9461
C2 1 600S162-43 13' 9 1/8" 21.949
C3 1 600S162-43 14' 1 3/4" 22.5676
C4 1 600S162-43 14' 6 3/8" 23.1862
C5 2 600S162-54 13' 6 1/8" 53.9881
C6 1 600S162-43 3' 3 1/8" 5.2043
C7 1 600S162-43 3' 7 3/4" 5.8229
C8 1 600S162-43 4' 0 1/2" 6.4415
C9 1 600S162-43 4' 5 1/8" 7.06
CC0 16 600T125-43(33) 0' 5 3/4" 10.2797
CP0 32 325L150x150-54 0' 0" 4.805
T0 4 150U50-54 3' 4 3/4" 6.266
T1 4 150U50-54 4' 0 3/8" 7.4652
T2 1 600T125-43 17' 5 1/2" 23.3275
T3 1 600T125-43 3' 9 5/8" 5.0791
T4 1 600T125-43 4' 5 1/4" 5.9264
T5 2 600T125-43 8' 6" 22.71
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

(2)800S162-54(2)800S162-54 (2)1200S162-68
0"0"
7'-41/4"7'-41/4"
11'-71/2"
12'-101/2"
17'-13/4"
19'-13/4"
25'-21/4"
37'-1"
3'-0"
0"
7'-25/8"
11'-91/8"
12'-87/8"
17'-33/8"
18'-101/2"
25'-51/2"
37'-1"
0"
37'-1"
11'-1"
7'-1"4' - 3 1/4"
7'-1"
4' - 3 1/4"
4'-01/2"
6' - 0 1/2"
T5
T4
C0
T0
T0
T0
T0
C0 C0 C0 C0 C0
C0
C7C7
T11
C5
T8
C2C2 C2 C2 C2
T6
C5
C0
T1
T1
T1
T1
C0 C0
C7C7
T11
C5
T8
C2C2 C2 C2 C2
T7
C5
C0
T2
T2
T2
T2
C0
C8C8
T12
C6
C6
T9
T9
C3
C4
C3
C4
C3
C4
C3
C4
C3
C4
C6
C0
T3
T3
T3
T3
T10
T10
C1
C0 C0 C0 C0 C0 C0 C0 C0
C1
Type 1 Type 1
72" x 48"
2'-113/4"4'-0"
3'-21/2"
1000S162-97600S162-54600S162-54
0200STR-33
0200STR-33
1' - 7 1/8"4' - 6 1/2"11 3/4"4' - 6 1/2" 6' - 7"0"
1'-31/4"
2'-71/4"
3'-111/4"
5'-31/4"
6'-71/4"
19'-111/4"
21'-31/4"
22'-71/4"
23'-111/4"
25'-111/4"
26'-71/4"
27'-111/4"
29'-31/4"
30'-71/4"
31'-111/4"
33'-31/4"
34'-71/4"
35'-111/4"
11' - 1 3/4"
11' - 7 1/2"
7' - 4 1/4"
1' - 3"
4' - 3 1/4" 4' - 3 1/4"
2' - 0"
6' - 0 1/2"
11' - 10 3/4"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
3/8" = 1'-0" 1IntLB-1(1)
Framing14-137
10/30/2014GMJ
GMJ
Approver
3/8" = 1'-0"
4
1IntLB-1-TopView-Framing

C0 22 362S162-43 11' 0 3/4" 298.2798
C1 4 362S250-54 11' 0 3/4" 85.5664
C2 10 362S162-43 3' 5 3/4" 42.5944
C3 6 362S162-43 2' 11 3/4" 21.9076
C4 6 362S162-43 3' 2 1/4" 23.4118
C5 4 362S162-54 10' 6 3/4" 64.8109
C6 4 362S162-68 10' 2 3/4" 78.7366
C7 4 600S162-54 4' 6 1/2" 35.9921
C8 2 1000S162-97 6' 7" 64.7535
CC0 36 362S162-43 0' 5 3/4" 21.1416
CP0 104 325L150x150-54 0' 0" 15.6161
T0 4 150U50-54 6' 11 3/8" 12.9804
T1 4 150U50-54 0' 8 1/2" 1.1872
T10 4 0300STR-54 25' 0 3/8" 56.5366
T11 2 362T125-43 4' 6 1/2" 8.7674
T12 1 362T125-43 6' 7" 6.3539
T2 4 150U50-54 1' 3 7/8" 2.3479
T3 4 150U50-54 11' 3 3/8" 21.1743
T4 1 362T125-43 37' 1" 35.7991
T5 1 362T125-43 7' 4 1/4" 7.0986
T6 1 362T125-43 1' 3" 1.2079
T7 1 362T125-43 19' 11 1/4" 19.2465
T8 2 362T125-43 4' 3 1/4" 8.2461
T9 2 362T125-43 6' 0 1/2" 11.6653
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
1/4" = 1'-0" 1IntLB-1(2)
Framing 3D & Sched14-137
10/30/2014GMJ
GMJ
Approver
1/4" = 1'-0"
1
Bill of Material
2
1IntLB-1-3D View

(2)600S162-43
0"
11'-17/8"
14'-31/8"
14'-91/4"
0"3'-03/4"4'-0"
0"7'-1"3'-6"
0"
11'-01/4"
14'-43/4"
14'-91/4"
0"
14'-91/4"
11'-1"
7'-1"
3' - 1 1/4"
T2
T1
C0
T0
T0
C0 C0 C0 C0 C0 C0 C0 C0
C0
C3C3
T5
C2
T4
C1 C1 C1 C1
T3
C2
C0
C0
Type 2
6"
3' - 4 1/2"
0"
1'-31/4"
2'-71/4"
3'-111/4"
5'-31/4"
6'-71/4"
7'-111/4"
9'-31/4"
10'-71/4"
600S162-54
362S162-54
362S162-54
362S162-43
362S162-43
C0 14 362S162-43 11' 0 3/4" 189.8144
C1 4 362S162-43 3' 5 3/4" 17.0377
C2 2 362S162-54 10' 6 3/4" 32.4055
C3 2 600S162-54 3' 4 1/2" 13.3679
CC0 4 362S162-43 0' 5 3/4" 2.3491
CP0 20 325L150x150-54 0' 0" 3.0031
T0 2 150U50-54 10' 7 3/8" 9.9561
T1 1 362T125-43 14' 9 1/4" 14.2563
T2 1 362T125-43 11' 1 7/8" 10.7679
T3 1 362T125-43 0' 6 1/8" 0.4917
T4 1 362T125-43 3' 1 1/4" 2.9968
T5 1 362T125-43 3' 4 1/2" 3.2574
14' - 9 1/4"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
As indicated 1IntLB-2
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

(2)600S162-43
(2)600S162-43
0"
3'-55/8"
6'-67/8"
18'-43/8"
0"7'-1"4'-0"
16'-117/8"
0"
3'-31/8"
6'-91/4"
18'-43/8"
0"
18'-43/8"
11'-1" T3
T1
C5
T0
T0
C1
C1
C5
C7
T8
C6
T5
C4 C4 C4
T4
C6
T6
T7
T6
T7
C5 C1 C1 C1 C1 C1 C1
T2
C0 C2 C3 C8
Type 2
362S250-54
362S250-54
0200STR-33
0200STR-33
362S250-54
362S250-54
600S162-54
362S250-54
362S250-54
0"
1'-31/4"
2'-71/4"
7'-111/4"
9'-31/4"
10'-71/4"
11'-111/4"
13'-31/4"
14'-71/4"
15'-07/8"
15'-111/4"
17'-31/4"
11' - 9 1/2"
3' - 1 1/4"
15' - 0 7/8"
6'-101/4"
3' - 5 1/4"
3' - 6 1/4"3' - 3 1/8" 8' - 3 5/8"
C0 1 362S162-43 17' 10 1/2" 21.9131
C1 8 362S162-43 11' 0 3/4" 108.4654
C2 1 362S162-43 17' 7 5/8" 21.6137
C3 1 362S162-43 17' 3" 21.1371
C4 4 362S162-43 3' 5 3/4" 17.0377
C5 6 362S250-54 11' 0 3/4" 128.3495
C6 2 362S250-54 10' 6 3/4" 40.8349
C7 2 600S162-54 3' 6 1/4" 13.9464
C8 2 362S250-54 16' 11 1/4" 65.4963
CC0 2 362S162-43 0' 5 3/4" 1.1745
CP0 8 325L150x150-54 0' 0" 1.2012
T0 2 150U50-54 2' 5 1/8" 2.211
T1 1 362T125-43 15' 0 7/8" 14.5512
T2 1 362T125-43 3' 8 1/8" 3.5488
T3 1 362T125-43 3' 5 1/2" 3.3437
T4 1 362T125-43 12' 0" 11.5894
T5 1 362T125-43 3' 1 1/4" 2.9968
T6 2 0300STR-54 20' 6 1/4" 23.1657
T7 2 0300STR-54 23' 1 3/8" 26.1001
T8 1 362T125-43 3' 6 1/4" 3.399
18' - 4 3/8"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
3/8" = 1'-0"
4

WORKAREA
12'-0"
0"
17'-111/4"
0"3'-01/4"4'-0"
0"
17'-111/4"
11'-1"
T1
T1
C0
T0
T0
C0 C0 C0 C0 C0 C0 C0 C0 C0 C0 C0 C0 C0
C0
0"
1'-5"
2'-9"
4'-1"
5'-5"
6'-9"
8'-1"
9'-5"
10'-9"
12'-1"
13'-5"
14'-9"
16'-1"
17'-5"
C0 17 362S162-43 11' 0 3/4" 230.4889
CC0 6 362S162-43 0' 5 3/4" 3.5236
CP0 32 325L150x150-54 0' 0" 4.805
T0 2 150U50-54 17' 6 3/8" 16.4936
T1 2 362T125-43 17' 11 1/4" 34.626
17' - 11 1/4"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

(2) 600S162-54
(2)600S162-43
(2)600S162-43
(2
0"
7'-33/4"
10'-5"
17'-75/8"
0"3'-03/4"4'-0"4'-01/4"
0"
7'-21/8"
10'-65/8"
11'-1"
T3
T2
C0
T0
T0
C0 C0 C0 C0 C0C0
C3
T6
C2
T5
C1 C1 C1 C1
T4
C2
C0
T1
T1
C0 C0 C0 C0 C0
Type 6
600S162-54
3' - 4 1/2"
3' - 1 1/4"6"3'-63/8"7'-05/8"
0"
1'-31/4"
2'-71/4"
3'-111/4"
5'-31/4"
6'-71/4"
11'-111/4"
13'-31/4"
14'-71/4"
15'-111/4"
17' - 7 5/8"
362S162-54
362S162-43
362S162-54
362S162-43
7'-05/8"
C0 16 362S162-43 11' 0 3/4" 216.9308
C1 4 362S162-43 3' 6 1/8" 17.1909
C2 2 362S162-54 10' 6 3/4" 32.4055
C3 2 600S162-54 3' 4 1/2" 13.3679
CC0 10 362S162-43 0' 5 3/4" 5.8727
CP0 30 325L150x150-54 0' 0" 4.5047
T0 2 150U50-54 6' 9 1/4" 6.3267
T1 2 150U50-54 6' 9 5/8" 6.357
T2 1 362T125-43 17' 7 5/8" 17.0214
T3 1 362T125-43 7' 3 3/4" 7.062
T4 1 362T125-43 7' 2 1/2" 6.9626
T5 1 362T125-43 3' 1 1/4" 2.9968
T6 1 362T125-43 3' 4 1/2" 3.2574
17' - 7 5/8"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

0"
1'-37/8"1'-37/8"
4'-51/8"4'-51/8"
4'-105/8"
0"7'-1"4'-0"
0"
1'-21/4"
4'-63/4"
0"
4'-105/8"
11'-1"
T1
T0
C1 C1
C3
(2)
T4
C2
C0 C0 C0C0
T2
C2
C1(2)
Type 2
600S162-43
3' - 1 1/4"
C0 4 362S162-33 3' 5 3/4" 13.0699
C1 4 362S162-33 11' 0 3/4" 41.5922
C2 2 362S162-43 10' 6 3/4" 25.8058
C3 2 600S162-43 3' 4 1/2" 10.694
T0 1 362T125-33 4' 10 1/2" 3.604
T1 1 362T125-33 1' 3 7/8" 0.98
T2 1 362T125-33 0' 5 3/8" 0.3316
T3 1 362T125-43 3' 1 1/4" 2.9881
T4 1 362T125-43 3' 4 1/2" 3.248
4' - 10 5/8"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

0"
91/4"
2'-11/4"
3'-51/4"
4'-91/4"
6'-11/4"
7'-51/4"
8'-91/4"
10'-11/4"
11'-53/4"
0"3'-01/4"4'-0"
11'-1"
T1
T1
T0
T0
C1 C1C0C0 C1 C1 C1 C1 C1 C1
C1(2) C1(2)
0"
2'-5"
2'-101/4"
C0 2 362S162-43 11' 0 5/8" 27.0204
C1 12 362S162-43 11' 0 3/4" 162.2084
CC0 6 362S162-43 0' 5 3/4" 3.513
CP0 22 325L150x150-54 0' 0" 3.3034
T0 2 150U50-54 11' 0 7/8" 10.3924
T1 2 362T125-43 11' 5 3/4" 22.1024
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

0"
6'-71/4"
0"3'-03/4"4'-0"
0"
6'-71/4"
11'-1"
T1
T1
C0
T0
T0
C0 C0 C0 C0 C0
0"
1'-31/4"
2'-71/4"
3'-111/4"
5'-31/4"
C0 8 362S162-43 11' 0 5/8" 108.4079
CC0 6 362S162-43 0' 5 7/8" 3.6337
CP0 14 325L150x150-54 0' 0" 2.1022
T0 2 150U50-54 6' 2 3/8" 5.7784
T1 2 362T125-43 6' 7 1/4" 12.7435
6' - 7 1/4"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

0"0"
6'-71/4"6'-71/4"
3'-03/4"4'-0"
0"
6'-71/4"
11'-1"
T1
T1
C0
T0
T0
C0 C0 C0 C0 C0
0"
1'-25/8"
2'-65/8"
3'-105/8"
5'-25/8"
C0 8 362S162-43 11' 0 7/8" 108.6122
CC0 6 362S162-43 0' 5 7/8" 3.6337
CP0 14 325L150x150-54 0' 0" 2.1022
T0 2 150U50-54 6' 2 3/8" 5.7784
T1 2 362T125-43 6' 7 1/4" 12.7435
6' - 7 1/4"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

0"0"
1'-31/4"
2'-71/4"
3'-111/4"
5'-31/4"
6'-71/4"
7'-111/4"
9'-31/4"
10'-71/4"
11'-53/4"11'-53/4"
0"3'-01/4"4'-0"
0"
11'-53/4"
11'-1"
T1
T1
T0
T0
C0 C0 C0 C0 C0 C0 C0 C0
C0(2) C0(2)
C0 12 362S162-43 11' 0 3/4" 162.2084
CC0 6 362S162-43 0' 5 3/4" 3.513
CP0 22 325L150x150-54 0' 0" 3.3034
T0 2 150U50-54 11' 0 7/8" 10.3924
T1 2 362T125-43 11' 5 3/4" 22.1024
11' - 5 3/4"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

(2)600S162-43
0"
55/8"
4'-87/8"
5'-21/2"
0"7'-1"8'-7"
0"
4"
4'-101/2"
5'-21/2"
0"
5'-21/2"
15'-8"
7'-1"
4' - 3 1/4"
T1
T0
C1C1 C1
C3
(2)
T4
C2
T3
C0 C0 C0 C0 C0
T2
C2
C1 C1C1
Type 1
4' - 6 1/2"
600S162-54
362S162-54
362S162-43
362S162-43
362S162-54
C0 5 362S162-43 8' 0 7/8" 49.4463
C1 6 362S162-43 15' 7 5/8" 114.9748
C2 2 362S162-54 15' 1 5/8" 46.4394
C3 2 600S162-54 4' 6 1/2" 17.996
T0 1 362T125-43 5' 2 1/2" 5.027
T1 1 362T125-43 0' 5 5/8" 0.4564
T2 1 362T125-43 0' 5 1/2" 0.4475
T3 1 362T125-43 4' 3 1/4" 4.1231
T4 1 362T125-43 4' 6 1/2" 4.3837
5' - 2 1/2"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
3/8" = 1'-0"
4

0"
2'-23/4"
3'-63/4"
4'-103/4"
6'-23/4"
7'-63/4"
8'-71/4"8'-71/4"
12'-101/2"12'-101/2"
13'-43/4"13'-43/4"
14'-23/4"
15'-63/4"
16'-103/4"
18'-23/4"
19'-63/4"
20'-103/4"
22'-21/4"22'-21/4"
22'-93/8"22'-93/8"
27'-05/8"27'-05/8"
27'-57/8"
3'-01/4"4'-0"
0"
8'-55/8"
13'-01/8"
22'-73/4"
27'-21/4"
11'-1"
T3
T2
C1
T0
T0
C0 C0 C0 C0 C0 C0C3
C5
(2)
T10
C4
C2C2 C2 C2 C2
T4
C4
C3
T1
T1
T8
T7
T9
T7
C0 C0 C0 C0 C0 C0 C3
C5
(2)
T10
C4
C2 C2 C2 C2 C2
T5
C4
C3 C0C1(2) C1(2)
Type 1Type 1
0300STR-54
0300STR-54
600S162-54 600S162-54
4' - 6 1/2" 9' - 7 5/8" 4' - 6 1/2"
0"
103/4"
4'-03/4"
7'-1"4'-0"
0"
27'-57/8"
4' - 3 1/4" 4' - 3 1/4"
C0 13 362S162-43 11' 0 3/4" 175.7258
C1 5 362S250-54 11' 0 3/4" 106.5151
C2 10 362S162-43 3' 5 3/4" 42.4663
C3 4 362S162-54 11' 0 3/4" 67.6665
C4 4 362S162-54 10' 6 3/4" 64.5851
C5 4 600S162-54 4' 6 1/2" 35.9921
CC0 8 362S162-43 0' 5 3/4" 4.684
CP0 32 325L150x150-54 0' 0" 4.805
T0 2 150U50-54 8' 1 1/2" 7.6028
T1 2 150U50-54 9' 4 3/8" 8.7777
T10 2 362T125-43 4' 6 1/2" 8.7422
T2 1 362T125-43 27' 5 7/8" 26.4621
T3 1 362T125-43 8' 7 1/4" 8.2815
T4 1 362T125-43 9' 10 7/8" 9.5371
T5 1 362T125-43 0' 5 1/4" 0.4211
T6 2 362T125-43 4' 3 1/4" 8.2224
T7 2 0300STR-54 20' 4 7/8" 23.0401
T8 1 0300STR-54 22' 8 1/8" 12.8019
T9 1 0300STR-54 22' 8" 12.7965
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
3/8" = 1'-0"
4

0"
53/8"53/8"
3'-65/8"3'-65/8"
3'-111/4"
4'-105/8"
0"7'-1"4'-0"
0"
33/4"
3'-81/4"
0"
4'-105/8"
11'-1"
T1
T0
C3
(2)
T4
C2
C1 C1 C1
T2
C2
C0C0(2)
C0(2)
Type 2
3' - 1 1/4"
3' - 4 1/2"
600S162-43
C0 5 362S162-33 11' 0 3/4" 51.9902
C1 3 362S162-33 3' 5 3/4" 9.8025
C2 2 362S162-43 10' 6 3/4" 25.8058
C3 2 600S162-43 3' 4 1/2" 10.694
T0 1 362T125-33 4' 10 1/2" 3.604
T1 1 362T125-33 0' 5 3/8" 0.3316
T2 1 362T125-33 1' 3 7/8" 0.98
T3 1 362T125-43 3' 1 1/4" 2.9881
T4 1 362T125-43 3' 4 1/2" 3.248
4' - 10 5/8"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

)800S162-54(2)800S162-54
0"
1'-111/4"
3'-111/4"
5'-111/4"
7'-111/4"
9'-111/4"
11'-111/4"
13'-111/4"
15'-83/8"
0"
15'-83/8"
11'-1"
11'-03/4"
T0
T0
C0
C0 C0 C0 C0 C0 C0 C0
C0
C0 9 600S162-33 11' 0 3/4" 122.586
T0 2 600T125-33 15' 8 3/8" 32.3067
15' - 8 3/8"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
As indicated 1IntNLB-1
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4
1IntNLB-1-TopView-Framing

(2)600S162-43
0"
6'-103/8"
0"
6'-103/8"
17'-113/8"
T0
T0
C0 C0 C0 C0 C0
0"
1'-111/4"
3'-111/4"
5'-111/4"
0"
6'-51/2"
C0 5 362S162-33 17' 11 1/8" 84.5311
T0 2 362T125-33 6' 10 3/8" 10.17
6' - 10 3/8"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
3/8" = 1'-0"
4

0"
9"9"
3'-101/4"
4'-4"4'-4"
0"
9"
3'-101/4"
0"
4'-4"
15'-77/8"
7'-05/8"
T0
T1
C5 C2
C1
C0
T2
C3C4 C6
Type 6
4' - 6 1/4"
16'-111/8"
3' - 1 1/4"
C0 1 362S162-43 9' 1 7/8" 11.1818
C1 1 362S162-43 15' 9 7/8" 19.3302
C2 1 362S162-43 15' 9 3/8" 19.2821
C3 1 362S162-43 16' 9 1/8" 20.4846
C4 1 362S162-43 16' 9 5/8" 20.5327
C5 1 362S162-43 15' 7 5/8" 19.1101
C6 1 362S162-43 16' 10 3/8" 20.6063
T0 1 362T125-43 4' 6 1/2" 4.3744
T1 1 362T125-43 0' 9" 0.7245
T2 1 362T125-43 0' 5 3/4" 0.4587
T3 1 362T125-43 3' 1 1/4" 2.9881
4' - 4"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
3/8" = 1'-0"
4

CLOSET
CLOSET
0"
9'-83/8"
0"
9'-83/8"
11'-31/2"
T0
T0
C0
C0 C0 C0 C0
C0
0"
1'-111/4"
3'-111/4"
5'-111/4"
7'-111/4"
C0 6 362S162-33 11' 3 1/4" 63.7517
T0 2 362T125-33 9' 8 3/8" 14.3702
9' - 8 3/8"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

0"
83/8"
3'-95/8"
4'-6"
7'-1"
0"
83/8"
3'-95/8"
4'-6"
0"
4'-6"
10'-05/8"
11'-33/4"
T0
T1
C5 C2C1
T2
C0
T1
C3C4 C6
Type 2
4' - 8 1/4"
3' - 1 1/4"
C0 1 362S162-33 3' 6 1/4" 3.3213
C1 1 362S162-33 10' 2 1/2" 9.625
C2 1 362S162-33 10' 2" 9.5878
C3 1 362S162-33 11' 1 3/4" 10.516
C4 1 362S162-33 11' 2 1/4" 10.5531
C5 1 362S162-33 10' 0 1/2" 9.4701
C6 1 362S162-33 11' 3 3/4" 10.6708
T0 1 362T125-33 4' 8 5/8" 3.4954
T1 2 362T125-33 0' 8 3/8" 1.0342
T2 1 350T125-33 3' 1 1/4" 2.2547
4' - 6"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

CLOSET
0"
4'-23/8"
0"
4'-23/8"
11'-31/2"
10'-01/2"
T0
T1
C1 C0
C2
0"
1'-111/4"
4' - 4 1/2"
C0 1 600S162-33 10' 8" 13.1283
C1 1 600S162-33 11' 2 3/4" 13.8223
C2 1 600S162-33 10' 0 1/2" 12.3632
T0 1 600T125-33 4' 4 7/8" 4.531
T1 1 600T125-33 4' 2 3/8" 4.3197
- - Diagonal Length: 10' 10 7/8" 4' - 2 3/8"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

0"
7'-85/8"
0"
7'-85/8"
10'-1"
T0
T0
C0
C0 C0 C0
C0
0"
1'-111/4"
3'-111/4"
5'-111/4"
C0 5 362S162-33 10' 0 3/4" 47.4509
T0 2 362T125-33 7' 8 5/8" 11.4358
7' - 8 5/8"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

0"
7'-85/8"
0"
7'-85/8"
10'-1"
T0
T0
C0
C0 C0 C0
C0
0"
1'-77/8"
3'-77/8"
5'-77/8"
C0 5 362S162-33 10' 0 3/4" 47.4509
T0 2 362T125-33 7' 8 5/8" 11.4358
7' - 8 5/8"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

0"
7'-85/8"
0"
7'-85/8"
T0
T1
C3
C0
C1
C2 C4
8' - 0 1/2"
10'-05/8"
12'-33/4"
0"
1'-111/4"
3'-111/4"
5'-111/4"
C0 1 362S162-33 10' 7 1/4" 10.0017
C1 1 362S162-33 11' 2 1/4" 10.5519
C2 1 362S162-33 11' 9 1/4" 11.102
C3 1 362S162-33 10' 0 1/2" 9.4701
C4 1 362S162-33 12' 3" 11.5559
T0 1 362T125-33 8' 0 7/8" 5.9786
T1 1 362T125-33 7' 8 5/8" 5.7179
7' - 8 5/8"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

0"0"
1'-31/4"
2'-71/4"
3'-111/4"
5'-31/4"
6'-8"6'-8"
0"
6'-8"
11'-1"
T0
T0
C0 C0 C0 C0
C0(2) C0(2)
C0 8 362S162-33 11' 0 3/4" 83.1843
T0 2 362T125-33 6' 8" 9.8483
6' - 8"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

(2)600S162-43
0"
5'-35/8"
10'-47/8"
11'-13/8"
0"7'-05/8"7'-21/8"
0"
5'-03/8"
10'-81/8"
11'-13/8"
0"
11'-13/8"
14'-27/8"
5' - 1 1/4"
T1
T0
C6C6 C1 C0 C0
C3
C5
(2)
T4
C4
T3
C2
C2 C2 C2
C2
T2
C4
C3
C1
Type 5- 5070-Sliding
600S162-54
362S162-54
362S162-54
362S162-430"
1'-111/4"
3'-111/4"
5' - 7 3/4"
0"
51/4"
C0 2 362S162-43 14' 2 5/8" 34.8465
C1 2 362S162-33 14' 2 5/8" 26.8152
C2 5 362S162-43 6' 7 7/8" 40.8142
C3 2 362S162-54 14' 2 5/8" 43.6303
C4 4 362S162-54 13' 8 1/2" 105.5866
C5 2 600S162-54 5' 7 3/4" 22.3762
C6 2 362S250-54 14' 2 5/8" 54.9796
T0 1 362T125-43 11' 1 3/8" 10.7339
T1 1 362T125-43 5' 3 5/8" 5.1225
T2 1 362T125-43 0' 8 1/2" 0.6838
T3 1 362T125-43 5' 1 1/4" 4.9276
T4 1 362T125-43 5' 7 3/4" 5.4489
11' - 1 3/8"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
3/8" = 1'-0"
4

0"
83/4"
1'-111/4"
3'-61/4"
3'-113/4"3'-113/4"
7'-1"7'-1"
7'-10"
0"
3'-113/4"
7'-1"
0"
7'-10"
11'-1"
7'-05/8"
T2
T0
C1 C1 C1
T1
C1
C0C4C3
C2
T3
C5C6 C7
Type 6
3' - 1 1/4"
3'-6 1/4"
5'-93/8"
4' - 5 5/8"
15'-77/8"
7' - 10"
C0 1 362S162-33 16' 10 1/8" 15.8293
C1 4 362S162-43 11' 0 5/8" 54.0408
C2 1 362S162-33 9' 1 1/4" 8.5548
C3 1 362S162-33 16' 8 5/8" 15.7165
C4 1 362S162-33 16' 9 1/8" 15.7523
C5 1 362S162-33 15' 9 3/4" 14.8586
C6 1 362S162-33 15' 9 1/4" 14.8228
C7 1 362S162-33 15' 7 5/8" 14.696
T0 1 362T125-33 3' 2 5/8" 2.3778
T1 1 362T125-33 4' 9 7/8" 3.5613
T2 1 362T125-33 3' 11 3/4" 2.9394
T3 1 362T125-33 0' 9" 0.553
T4 1 350T125-33 3' 1 1/4" 2.2547
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
3/8" = 1'-0"
4

800S162-54
0"
5'-35/8"
10'-47/8"
10'-93/4"
7'-05/8"
0"
5'-35/8"
10'-47/8"
11'-1"
T1
T0
C0 C0 C0
T3
C1 C1 C1 C1C1
T2
Type 5- 5070-Sliding
0"
1'-111/4"
3'-111/4"
5' - 1 1/4"
C0 C0
4'-03/8"
0"
10'-93/4"
5' - 1 1/4"
C0 8 362S162-33 11' 0 3/4" 31.2999
C1 5 362S162-33 4' 0 1/8" 18.9116
T0 1 362T125-33 10' 9 3/4" 8.0138
T1 1 362T125-33 5' 3 5/8" 3.9312
T2 1 362T125-33 0' 4 7/8" 0.301
T3 1 362T125-43 5' 1 1/4" 4.9276
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

0"
4'-03/4"
7'-2"
7'-85/8"
0"
4'-03/4"
7'-2"
7'-85/8"
0"
7'-85/8"
10'-1"
10'-03/4"
7'-1"
T1
T0
C0
C0
T3
C1 C1 C1
T2
C0
Type 2
0"
1'-111/4"
3' - 1 1/4"
0"
3'-1"
3'-8"
3'-0"
C0 6 362S162-33 10' 0 3/4" 28.4705
C1 3 362S162-33 2' 11 3/4" 8.4292
T0 1 362T125-33 7' 8 5/8" 5.7179
T1 1 362T125-33 4' 0 3/4" 3.0129
T2 1 362T125-33 0' 6 5/8" 0.4052
T3 1 362T125-43 3' 1 1/4" 2.9968
7' - 8 5/8"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

(2) 800S200-68(2) 800S200-68(2) 800S200-68
0"
3'-33/8"
9'-13/8"
15'-71/4"
21'-51/4"
28'-2"
34'-0"
37'-1"
2'-41/4"0"8'-101/2"0"2'-113/4"6"
0"
3'-11/2"
9'-23/4"
15'-53/8"
21'-65/8"
28'-01/4"
34'-13/8"
14'-81/2"
T4
T4
C7
T0
T0
T0
C0
C0
C4C4C4C4
T7
C3
C6
T5
T5
C1
C2
C1
C2
C1
C2
C1
C2
C1
C2
C6
C3
T1
T1
T1
C0
C0 C0 C0
C4
T7
C3
C6
T5
T5
C1
C2
C1
C2
C1
C2
C1
C2
C6
C3
C0
T2
T2
T2
C0 C0 C0
C0
C5
T8
C3
C6
T6
T6
C1
C2
C1
C2
C1
C2
C1
C2
C1
C2
C3
C6
C0
T3
T3
T3
C0
C7
600S162-54 600S162-54 600S162-54
6' - 1 1/4"6' - 1 1/4"6' - 1 1/4"
5' - 10" 5' - 10" 5' - 10"
4'-0"4'-0"2'-113/4"
0"
1'-8"
3'-8"
5'-8"
7'-8"
9'-8"
11'-8"
13'-8"
17'-8"
19'-8"
23'-8"
25'-8"
27'-8"
29'-8"
31'-8"
33'-8"
35'-8"
600S162-68
600S162-68
CW
600S162-68
600S162-68
600S162-68
600S162-68
C0 14 600S162-43 14' 8 3/8" 329.5282
C1 14 600S162-43 2' 4 1/8" 52.636
C2 14 600S162-43 2' 11 5/8" 66.541
C3 6 600S162-68 14' 2 3/8" 214.5634
C4 8 600S162-54 6' 1 1/4" 96.7777
C5 4 600S162-54 6' 1 1/4" 48.3889
C6 8 600S162-43 0' 5 7/8" 6.3291
C7 2 600S162-68 14' 8 3/8" 74.0589
CC0 24 600T125-43(33) 0' 5 7/8" 15.9015
CP0 48 325L150x150-54 0' 0" 7.2074
T0 3 150U50-54 2' 10 1/2" 3.9588
T1 3 150U50-54 5' 11 3/8" 8.3195
T2 3 150U50-54 6' 2 1/4" 8.66
T3 3 150U50-54 2' 8 1/8" 3.6794
T4 2 600T125-43 37' 1" 99.442
T5 4 600T125-43 5' 10" 31.2866
T6 2 600T125-43 5' 10" 15.6428
T7 4 600T125-43 6' 1 1/4" 32.7347
T8 2 600T125-43 6' 1 1/4" 16.3669
8
37' - 1"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
1/4" = 1'-0" 2ExtLB-2
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/4" = 1'-0"
4

(2) 600S162-43
(2)600S162-43
0"
14'-117/8"
0"
14'-117/8"
5'-77/8"
9'-115/8"
T0
T1
C8
C0
C1
C2
C3C7
C4
C5
C6 C9
0"
1'-111/4"
3'-111/4"
5'-111/4"
8'-11/4"
9'-111/4"
11'-111/4"
13'-111/4"
15' - 7 3/8"
362S250-54
362S250-54
C0 1 362S162-43 6' 2 3/8" 7.5943
C1 1 362S162-43 6' 9 3/8" 8.3093
C2 1 362S162-43 7' 4 3/8" 9.0242
C3 1 362S250-54 7' 11 1/4" 15.3454
C4 1 362S162-43 8' 6 3/8" 10.4541
C5 1 362S162-43 9' 1 3/8" 11.169
C6 1 362S162-43 9' 8 3/8" 11.8839
C7 1 362S250-54 7' 11 5/8" 15.4044
C8 1 362S162-43 5' 7 5/8" 6.9035
C9 1 362S162-43 9' 11 5/8" 12.2121
T0 1 362T125-43 15' 7 5/8" 15.0992
T1 1 362T125-43 14' 11 7/8" 14.467
14' - 11 7/8"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
As indicated 2ExtNLB-2
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4
2ExtNLB-2-TopView-Framing

0"
10'-51/8"
11'-101/8"
0"
11'-101/8"
6'-117/8"
97/8"
T1
T0
C6
C0 C1 C2 C3 C4 C5
12' - 4 1/8"
12' - 4 1/8"
0"
3'-5 7/8"
0"
3'-5 7/8"
0"
51/8"
2'-51/8"
4'-51/8"
6'-51/8"
8'-51/8"
10'-51/8"
3.5:12
3.5:12
C0 1 600S162-43 6' 7 7/8" 10.6529
C1 1 600S162-43 5' 5 7/8" 8.785
C2 1 600S162-43 4' 3 7/8" 6.9172
C3 1 600S162-43 3' 1 7/8" 5.0493
C4 1 600S162-43 1' 11 7/8" 3.1814
C5 1 600S162-43 0' 9 7/8" 1.3136
C6 1 600S162-43 6' 10 3/4" 11.0471
T0 1 600T125-43 12' 4 3/4" 16.6146
T1 1 600T125-43 12' 4 1/8" 16.5568
11' - 10"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
As indicated 2ExtNLB-3
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4
2ExtNLB-3-TopView-Framing

(2)800S162-54(2)800S162-54 (2)1200S162-68
0"
61/4"61/4"61/4"
5'-71/2"
37'-1"
0"8'-05/8"1'-113/4"
3'-01/4"4'-0"
0"
33/4"
5'-10"
37'-1"
0"
37'-1"
10'-03/8"
8'-05/8"
5' - 1 1/4"
T2
T1
C1
C4
T5
C3
T4
C2 C2 C2 C2C2
T3
C3
C1
T0
T0
T0
T0
C0 C0 C0 C0 C0 C0 C0 C0 C0
C0
C1
C0 C0 C0 C0 C0
C1
Type 5
600S200-43
0"
7'-31/4"
9'-31/4"
11'-31/4"
13'-31/4"
15'-31/4"
17'-31/4"
19'-31/4"
21'-31/4"
23'-31/4"
25'-31/4"
25'-111/4"
27'-31/4"
29'-31/4"
31'-31/4"
33'-31/4"
35'-31/4"
37'-1"
362S250-54
362S250-54
362S250-54
362S250-54
362S250-54
362S250-54
362S250-54
362S250-54
C0 15 362S162-43 10' 0 1/8" 184.0152
C1 7 362S250-54 10' 0 1/8" 135.4885
C2 5 362S162-43 1' 5 1/2" 8.9082
C3 2 362S250-54 9' 6 1/8" 36.7627
C4 2 600S200-43 5' 6 1/4" 19.2614
CC0 8 362T125-43(33) 0' 5 3/4" 3.7007
CP0 80 325L150x150-54 0' 0" 12.0124
T0 4 150U50-54 30' 10" 58.1381
T1 1 362T125-43 37' 1" 35.7991
T2 1 362T125-43 0' 6 1/4" 0.5053
T3 1 362T125-43 31' 5 1/2" 30.3662
T4 1 362T125-43 5' 1 1/4" 4.9276
T5 1 362T125-43 5' 6 1/4" 5.3298
37' - 1"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
3/8" = 1'-0"
4

0"0"
1'-71/4"
3'-71/4"
5'-107/8"5'-107/8"
9'-13/8"9'-13/8"
9'-71/4"
11'-71/4"
13'-71/4"
15'-71/4"
17'-71/4"
19'-71/4"
21'-71/4"
23'-15/8"23'-15/8"
0"5'-4"35/8"
0"
5'-91/4"
9'-3"
0"
23'-15/8"
5'-75/8"
5'-2"
3' - 2 1/2"
T1
T0
C0 C0
C0
C2
(2)
T4
C1
T2
C1
C0
C0 C0 C0 C0 C0 C0 C0C0(2)
C0(2)
36" x 60"
3' - 5 3/4" 13' - 10 5/8"
362S162-54
C0 15 362S162-43 5' 7 3/8" 102.8838
C1 2 362S162-54 5' 3 3/4" 16.2334
C2 2 362S162-54 3' 5 3/4" 10.5053
T0 1 362T125-43 23' 1 5/8" 22.2668
T1 1 362T125-43 5' 10 7/8" 5.6866
T2 1 362T125-43 14' 0 1/8" 13.4918
T3 1 362T125-43 3' 2 1/2" 3.0884
T4 1 362T125-43 3' 5 3/4" 3.3483
23' - 1 5/8"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

(2)600S162-43
0"0"
43/4"43/4"
3'-71/4"
14'-91/4"
7'-2"
10'-01/8"
5'-85/8"
7'-2"
T0
C0
T1
C9C8
T3
C7
T2
C10C11 C1
C2
C3
C4
C5
C6
C12
Type 6- 3070
3' - 2 1/2"
15' - 4 5/8"
0"
3'-111/8"
5'-111/8"
7'-111/8"
9'-111/8"
11'-111/8"
13'-111/8"
14'-91/4"
C0 1 362S162-33 10' 0" 9.4357
C1 1 362S162-33 8' 10" 8.3354
C10 1 362S162-33 8' 11 1/4" 8.4257
C11 1 362S162-33 8' 10 3/4" 8.3886
C12 1 362S162-33 5' 8 5/8" 5.3911
C2 1 362S162-33 8' 3" 7.7852
C3 1 362S162-33 7' 8" 7.2351
C4 1 362S162-33 7' 1" 6.6849
C5 1 362S162-33 6' 6" 6.1347
C6 1 362S162-33 5' 11" 5.5846
C7 1 362S162-33 2' 3" 2.1265
C8 1 362S162-33 9' 10 7/8" 9.3454
C9 1 362S162-33 9' 11 3/8" 9.3825
T0 1 362T125-33 15' 5" 11.422
T1 1 362T125-33 0' 4 3/4" 0.2933
T2 1 362T125-33 11' 2" 8.2733
T3 1 362T125-33 3' 2 1/2" 2.377
14' - 9 1/4"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

62-54(2)800S162-54
0"
65/8"
3'-91/8"
14'-113/4"
5'-2"
0"
65/8"
3'-91/8"
14'-113/4"
0"
14'-113/4"
T0
T1
C12
C9
C8
T3
C7
T2
C10
C11
C5
C0
C1
C2
C3
C4
C6
C1336" x 60"
15' - 7"
0"
10'-0 1/4"
0"
5'-7 7/8"
0"
5'-31/8"
5'-81/4"
7'-81/4"
9'-81/4"
11'-81/4"
13'-81/4"
14'-11/8"
14'-113/4"
3' - 2 1/2"
C0 1 362S162-33 8' 3 3/4" 7.8396
C1 1 362S162-33 7' 8 3/4" 7.2894
C10 1 362S162-33 8' 10 1/2" 8.368
C11 1 362S162-33 8' 10" 8.3308
C12 1 362S162-33 10' 0 1/2" 9.4715
C13 2 362S162-54 5' 7 7/8" 17.3684
C2 1 362S162-33 7' 1 3/4" 6.7393
C3 1 362S162-33 6' 6 3/4" 6.1891
C4 1 362S162-33 5' 11 3/4" 5.6389
C5 2 362S250-54 8' 5 1/2" 32.7286
C6 2 362S250-54 5' 10 7/8" 22.853
C7 1 362S162-33 4' 3 3/4" 4.0671
C8 1 362S162-33 9' 10 1/8" 9.2877
C9 1 362S162-33 9' 10 5/8" 9.3248
T0 1 362T125-33 15' 10 3/4" 11.7788
T1 1 362T125-33 0' 9 5/8" 0.5951
T2 1 362T125-33 11' 2 5/8" 8.3139
T3 1 362T125-33 3' 2 1/2" 2.377
14' - 11 3/4"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

(2)800S162-54
(2)600S162-43
0"
8'-103/4"
T0
T1
C4 C0
C1
C2
C3
C5C5
0"
1'-111/4"
3'-111/4"
5'-111/4"
7'-111/4"
8'-103/4"
0"
4'-7 1/4"
0"
2'-0 1/8"
9' - 3 1/8"
C0 1 362S162-33 3' 11 3/4" 3.755
C1 1 362S162-33 3' 4 3/4" 3.2048
C2 1 362S162-33 2' 9 3/4" 2.6547
C3 1 362S162-33 2' 2 3/4" 2.1045
C4 1 362S162-33 4' 6 1/2" 4.2866
C5 2 362S162-54 2' 0 1/8" 6.1733
T0 1 362T125-33 9' 3 1/2" 6.884
T1 1 362T125-33 8' 10 3/4" 6.587
8' - 10 3/4"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

0"
1'-111/4"
3'-111/4"
5'-73/4"5'-73/4"
0"
5'-73/4"
4'-71/4"
T0
T0
C0
C0 C0
C1(2)
C0 3 362S162-33 4' 7" 12.9318
C1 2 362S162-54 4' 7" 14.0258
T0 2 362T125-33 5' 7 3/4" 8.3406
5' - 7 3/4"
Scale
Project number
DateDrawn by Size
11X17
TRANSCON
Drawing number
Checked By
STEEL
FRAMING THE FUTURE
PO Box 2892
+1-512-642-3989 office
+1-512-777-5987 fax
Approved By
Framing14-137
10/30/2014GMJ
GMJ
Approver
1/2" = 1'-0"
4

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