Sample Wall Shop Drawings

PO Box 28192Austin, TX 78755+1-512-642-3989 office+1-512-777-5987 [email protected]

For

Project Address

Issue Date

Client Name

10-11-2014

13D Front_Right

Scale

Project number

DateDrawn by Size

11X17

TRANSCONDrawing number

Checked By

STEELFRAMING THE FUTURE

PO Box 2892Austin, TX 78755 USA+1-512-642-3989 office+1-512-777-5987 [email protected]

Approved By

0.2

General Notes14-137

10/30/2014GMJ

GMJ

A. GENERALA1. Scope In the absence of specific instructions to the contrary in the contract documents, the trade practices that are defined in thisCode of Standard Practice shall govern the design, fabrication and installation of cold-formed steel structural framing.

A2. Referenced Documents1. 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 DesignA3.1 The design professionals of record are responsible for the suitability and adequacy of all aspects of design. Thedesign professionals and/or the owner shall have a right to solicit designs, plans, specifications and/or data from thecomponent manufacturer, installer and/or specialty designer, but the responsibility for the safety of the structure, property andconformance 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/orspecifications, the contract documents shall state clearly and precisely the exact requirements,including all applicablebuilding codes and design requirements and all other regulatory requirements. The design professional of record assumes theresponsibility for these designs. The design professionals of record shall confirm that the effect of the specialty designer'swork 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 designprofessionals' work and/or that of other specialty designers to ensure compatibility and integrate the connection andconformity of the components designed by the different specialty designers. This coordination includes, but is not limited to,addressing the forces and reactions as identified by the specialty designer that are transmitted to those elements of thestructure 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 SteelFraming - Truss Design shall apply. If the contract documents specify component assemblies other than trusses, the contractdocuments shall define the responsibility for design of the component assemblies. If the contract documents require that thecomponent manufacturer be responsible for the design of the component assemblies, the contract documents shall stateclearly and precisely the exact requirements, including all applicable building codes and design requirements and all otherregulatory 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 andlegality of all aspects of design in the plans and specifications. In this case, the owner is responsible for the review andapproval of component design drawings, component placement diagrams and/or installation drawings.

B. MATERIALS1. 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 performanceB. 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)

2. 16 through 12 ga (50KSI)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:

1. 20 through 18 ga (33KSI)2. 16 through 12 ga (50KSI)

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-21035B. 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 RepairsC4.1 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 RELATIONSD1. 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 DETAILS1. DRAWINGS AND ELEMENT NUMBERS

Builders should study the appropriate drawings before beginning construction and assembly. If shopdrawings 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 fromthe interior. Note that the interior face of each panel has stamped the words "TOP" and "INSIDE".

2. ASSEMBLYA. 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 FoundationA. 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 AssemblyA. 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 PlatesA. 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 CONTROL3.1 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 ChangesA. 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 TolerancesPanels:

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 PanelsA. 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. SAFETYThe 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


Checked By



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 LoadbearingMinimum #8, self-drilling, low-profile head where gypsumboard orsheathing is to be installed; otherwise, a hex head can be used.

Hurricane ClipsMinimum #10, self-drilling, low-profile head where gypsumboard orsheathing is to be installed; otherwise, a hex head should be used.

Wood Bottom / Top PlateMinimum #12, piercing tip, bugle head fastener. Fastener should haveminimum penetrtion of 3 threads into metal or 3/4" into wood.

Hat ChannelMinimum #8, self-drilling, low-profile head where gypsumboard orsheathing is to be installed; otherwise, a hex head can be used.

Exterior TrimMinimum #8, sharp point/self drilling¹, bugle-head or trim-headfastener.

Plywood SheathingMinimum #8, sharp point/self drilling¹, bugle-head screw. Wingedscrews and pneumatic fasteners are also available.

Metal LathNail lath to wood sheathing or screw through foam backing to stud with #8minimum 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 woodblocking is installed use finishing nails.

Gypsum Board Minimum #6, sharp point/self drilling¹, bugle-head screws.

Cement Fiber BoardMinimum #8, sharp point/self drilling¹ , bugle head. Wingedscrews 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 White43 18 Yellow54 16 Green68 14 Orange97 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 theinside-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 thedesignator system are:S = Stud or Joist SectionT = Track SectionsU = Channel SectionsF = Furring Channel SectionsL = L-AngleOthers:CRC = Cold Rolled ChannelJR = JoistRiteSR = StudRiteUF = UltraFrameSTR = StrapBM = Specialty Brake Metal

Member Depth: Flange Width:

Member Type: Mils to Gauge Chart:

30 20 Pink27 22 Blue18 25 None

Scale

Project number

DateDrawn by Size

11X17


Checked By


PO Box 28192Austin, TX 78755+1-512-642-3989 office+1-512-777-5987 [email protected]

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 ofother trades and ease of lateral bracing installation.

Painted Endsat Bottom

Lateral Bracing(if required)

Panel 10 Plan View

OpeningWidth

Distance toOpening

Distance toOpening

Header

Overall Dimension

OpeningType

Lateral Bracing

0"

18'-10 1

/2"

18'-10 1

/2"

0"

3' -

0 1

/4"

4' -

0"

0"

18'-10 1

/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'-1 1

/2"

16'-0"

18'-0"

0"

11'-0"

600S

162-4

3

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


Checked By



Approved By

As indicated 1Ext-1

Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4

1Ext-1-TopView-Framing

CL

OS

ET

0"

16'-0"

3' -

0 1

/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-540300STR-54

600S

162-5

4

600S

162-5

4

600S

162-5

4

600S

162-5

4


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


Checked By



Approved By

As indicated 1Ext-2

Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


CL

OS

ET

0"

3' -

0 1

/4"

4' -

0"

9' -

11"

T1

T1

C1

CC0

C1

T0

T0

C1 C1 C0C2 C1 C1 C1 C1 C1 C1 C1

CC0

C1

600S

162-4

3

0"

4'-1

1 1

/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'-5 1

/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


- - Diagonal Length: 22' 3 7/8" 0"

20'-0"

0"

4'-9 1

/4"

6'-0 1

/2"

14'-3 5

/8"

18'-3 1

/2"

Scale

Project number

DateDrawn by Size

11X17


Checked By



Approved By

As indicated 1Ext-3

Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


3' -

0 1

/4"

4' -

0"

0"

19'-11 3

/8"

9' -

11"

T1

T1

C1

T0

T0

C1 C1 C1 C1 C1 C0C2 C1 C1 C1 C1 C1

600S

162-4

3

0"

11'-0"

0"

1'-1

1 1

/2"

3'-1

1 1

/2"

5'-1

1 1

/2"

7'-1

1 1

/2"

9'-1

1 1

/2"

11'-11 1

/2"

13'-11 1

/2"

15'-11 1

/2"

17'-11 1

/2"

19'-11 3

/8"

0"

16'-5 5

/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'-3 3

/4"

Scale

Project number

DateDrawn by Size

11X17


Checked By



Approved By

As indicated 1Ext-4

Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


3' -

0 1

/4"

4' -

0"

0"

3'-9 3

/4"

11' -

0 1

/4"

T1

T2

C1

T0

T0

C0C2

0"

1'-1

1 1

/2"

3'-9 5

/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


Checked By



Approved By

As indicated 1Ext-5

Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


0"

3' -

0 1

/4"

4' -

0"

4' -

0"

5' - 0"

14' -

11 1

/2"

13' -

5 3

/4"

T1

T2

C3

T0

T0

T0

C0

C1C2

C4

5'-2 7/8"

0"

1'-3 1

/2"

2'-7 1

/2"

3'-1

1 1

/2"

5'-0"

600S

162-6

8


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


Checked By



Approved By

As indicated 1Ext-6

Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


0"

3' -

0 1

/4"

4' -

0"

4' -

0"

4' -

0"

0"

5'-0"

18' -

10 3

/4"

T1

T2

CC0

C3

T0

T0

T0

T0

C0 C1 C2 C4

0"

1'-3 1

/2"

2'-7 1

/2"

3'-1

1 1

/2"

5'-0"

5' - 2 1/2"

17' -

5 1

/4"

600S

162-6

8

600S

162-6

8


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


- - Diagonal Length: 18' 1 3/4"5' - 0"

Scale

Project number

DateDrawn by Size

11X17


Checked By



Approved By

As indicated 1Ext-7

Framing14-137

10/30/2014GMJ

GMJ

Approver

3/8" = 1'-0"4


0"

3' -

0 1

/4"

4' -

0"

4' -

0"

4' -

0"

4' -

0"

T1

T2

C2C3

T0

T0

T0

T0

T0

C1C4

C0

21' -

4 1

/2"

3' - 11 1/2"

22' -

5 7

/8"

0"

1'-3 1

/2"

2'-7 1

/2"

3'-9 5

/8"

600S

162-6

8

600S

162-6

8

600S

162-6

8


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


Checked By



Approved By

As indicated 1Ext-8

Framing14-137

10/30/2014GMJ

GMJ

Approver

3/8" = 1'-0"4


(2) 800S162-54

(2)

800S

162-5

4

0"

0"

1'-3 1

/2"

2'-9 3

/8"

2'-9 3

/8"

8'-7 3

/8"

8'-7 3

/8"

9'-3 1

/2"

10'-7 1

/2"

11'-1 3

/8"

11'-1 3

/8"

0"

3' -

0 1

/4"

4' -

0"

4' -

0"

4' -

0"

4' -

0"

9' -

10 1

/2"

8"

11' -

9 1

/2"

0"

0"

2'-9 3

/8"

8'-7 3

/8"

0"

11'-1 3

/8"

22' -

4 1

/8"

T6

T5

T0

T2

C1 C1C4

C5(2)

T8

C3 C2C3 C3C0

C3

T4

T7

C4C1

T3

C1

C1

C8(2) T1(2)

T1(2)

T1(2)

C0(2)

C7(2)

800S162-54

5' - 10"

9' -

10 1

/2"

5' - 10"

600S

162-5

4600S

162-4

3

600S

162-5

4

600S

162-4

3

600S

162-5

4

600S

162-6

8

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' -

1 3

/8"

Scale

Project number

DateDrawn by Size

11X17


Checked By



Approved By

As indicated 1Ext-9

Framing14-137

10/30/2014GMJ

GMJ

Approver

3/8

" =

1'-0"

41E

xt-

9-T

opV

iew

-Fra

min

g

-54

(2) 8

00S

162-5

4

0"

2'-6 7

/8"

8'-4 7

/8"

9'-3 3

/4"

0"

3' -

0 1

/4"

4' -

0"

4' -

0"

4' -

0"

4' -

0"

0"

2'-6 7

/8"

8'-4 7

/8"

22' -

3 1

/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'-0 1

/4"

5' - 10"

11' -

9"

8"

9' -

10 1

/2"

800S

200-6

8800S

200-6

8

800S

200-6

8

800S

200-6

8

800S

200-6

8


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' - 3

3/4

"

Scale

Project number

DateDrawn by Size

11X17


Checked By



Approved By

As indicated 1Ext-10

Framing14-137

10/30/2014GMJ

GMJ

Approver

3/8

" = 1

'-0"

41E

xt-1

0-T

opV

iew

-Fra

min

g

(2) 600S162-54(2) 600S162-430"

0"

11 3

/4"

11 3

/4"

4'-4 1

/4"

6'-1

1 5

/8"

12'-9 5

/8"

13'-10"

0"

3' -

0 1

/4"

4' -

0"

4' -

0"

2' -

6 5

/8"

6"

0"

11 3

/4"

4'-4 1

/4"

6'-1

1 5

/8"

12'-9 5

/8"

13'-10"

0"

13'-10"

14' -

0 7

/8"

7' -

2 3

/8"

T4

T3

C0

T0

T0

T0

C3

C4C4T7

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

800S

162-5

4

800S

162-5

4

800S

162-5

4

800S

162-5

4

800S

162-5

4

800S

162-5

4

800S

162-5

4

800S

162-5

4

600S162-43

3' - 4 1/2" 5' - 10"

6' -

4 1

/2"

3' -

8 3

/8"

3' -

8 3

/8"

6"

9' -

10 1

/2"

0"

5'-1

1 1

/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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


(2(2

) 600S

162-5

4

0"

3'-11 1/2"

4'-7"

5'-1" 5'-1"

10'-11" 10'-11"

16'-6"

3' - 0 1/4"4' - 0"4' - 0"4' - 0"4' - 0"

0"

5'-1" 5'-1"

10'-11"

T2

T3

C22

C23

T0

T0

T0

T0

T0

C0

C1

C2C

14

C13

T5

C15

C16

C20

C21

T6

T6

T6

T6

T6

C7

C8

C7

C9

C7

C10

C7

C11

C7

C12

T4

C17

C18

T1

T1

T1

T1

T1

C3

C4

C5

C6C

24

T0

800S

200-6

8

600S

162-4

3

5' -

10"

6' - 11" 6' - 2" 6' - 5 3/8" 7' - 7 1/2"

17' -

2 1

/4"

5' -

10"

6' - 2"

20' - 2 7/8"

27' - 1 7/8"

600S162-43

600S162-43

0"

1'-3 1/2"

2'-7 1/2"

11'-11 1/2"

13'-3 1/2"

14'-7 1/2"

15'-11 1/2"

0"

16'-6"

22' - 4 1/8"


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


Checked By



Approved By

As indicated 1Ext-12(1)

Framing14-137

10/30/2014GMJ

GMJ

Approver

3/8

" =

1'-0"

41E

xtL

B-1

2-T

opV

iew

-Fra

min

g

Scale

Project number

DateDrawn by Size

11X17


Checked By



Approved By

1Ext-12(2)

Framing 3D14-137

10/30/2014GMJ

GMJ

Approver

11Ext-12-3D View

(2) 800S200-68(2) 800S200-68(2) 800S200-68

0"

0"

3'-3 3

/8"

3'-3 3

/8"

9'-1 3

/8"

15'-7 1

/4"

21'-5 1

/4"

28'-2"

34'-0"

37'-1"

9' -

10 1

/2"

3' -

0 1

/4"

4' -

0"

2' -

10 1

/4"6

1/2

"

8"

0"

1/8

"

3'-1 3

/4"

9'-3"

15'-5 5

/8"

21'-6 7

/8"

28'-0 3

/8"

34'-1 5

/8"

37'-1"

0"

37'-1"

11' -

1"

T6

C6

T0

T0

C0 C0 C0

C3C3C3T12

C2

C5

T10

C1

T7

C5

C2

C0

T1

T1

T1

C0 C0 C0 C0 C0

C3T12

C2

T10C1

T8

C2

C0

T2

T2

T2

C0 C0 C0 C0 C0

C4T13

C2

T11C1

T9

C2

C0

T3

T3

C0C0 C6

800S200-68

600S

162-6

8

600S

162-4

3

600S

162-4

3

600S

162-6

8

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' -

11 3

/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


Checked By



Approved By

3/8" = 1'-0" 1Ext-13(1)

Framing14-137

10/30/2014GMJ

GMJ

Approver

3/8" = 1'-0"4

1ExtLB-13-TopView-Framing


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


Checked By



Approved By

1/4" = 1'-0" 1Ext-13(2)

Framing 3D & Sched14-137

10/30/2014GMJ

GMJ

Approver

11Ext-13-3D View

1/4" = 1'-0"2

Bill of Material

(2)

600S

162-5

4

0" 0"

5'-1" 5'-1" 5'-1"

10'-11" 10'-11"

16'-0"

0"3' - 0 1/4"4' - 0"4' - 0"4' - 0"4' - 0"

0"

5'-1"

10'-11"

16'-0"

0"

16'-0"

22' - 5 3/4"

T1

T2

C15

T0

T0

T0

T0

T0

C0

C1

C9 C

8

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

600S

162-5

4

600S

162-4

3

600S162-54

600S162-54

600S162-54

600S162-54

7' - 11 3/4" 6" 6' - 2" 4' - 4" 6" 7' - 8"

27' - 1 7/8"

5' -

10"

5' -

10"

0"

1'-11 1/2"

3'-11 1/2"

11'-11 1/2"

13'-11 1/2"

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


Checked By



Approved By

As indicated 1Ext-14(1)

Framing14-137

10/30/2014GMJ

GMJ

Approver

3/8

" =

1'-0"

41E

xtL

B-1

4-T

opV

iew

-Fra

min

g

Scale

Project number

DateDrawn by Size

11X17


Checked By



Approved By

1Ext-14(2)

Framing 3D14-137

10/30/2014GMJ

GMJ

Approver

11Ext-14-3D View

0"

1'-3 1

/2"

3'-0"

3'-0"

0"

3' -

0 1

/4"

4' -

0"

4' -

0"

4' -

0"

4' -

0"

0"

3'-0"

22' -

4 1

/8"

T1

T1

C0

T0

T0

T0

T0

T0

C0

C1

600S

162-5

4600S

162-5

4600S

162-5

4


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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

3/8" = 1'-0"4


0"

11 1

/2"

1'-1

1 1

/2"

2'-1

1 1

/2"

2'-1

1 1

/2"

3'-1

1 1

/2"

4'-1

1 1

/2"

5'-1

1 1

/2"

6'-1

1 1

/2"

7'-1

1 1

/2"

8'-1

1 1

/2"

8'-1

1 1

/2"

9'-1

1 1

/2"

10'-6 7

/8"

0"

3' -

0 1

/4"

4' -

0"

4' -

0"

4' -

0"

4' -

0"

T1

T2

C10C0 C1

C3 C4 C5 C6 C7C9 C11

T0(2)

T0(2)

T0(2)

T0(2)

T0(2)

C2(2)

C8(2)

22' -

5 7

/8"

19' -

4 3

/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


Checked By



Approved By

As indicated 1ExtLB-16

Framing14-137

10/30/2014GMJ

GMJ

Approver

3/8

" =

1'-0"

41E

xtL

B-1

6-T

opV

iew

-Fra

min

g

0"

1'-3 1

/2"

2'-7 1

/2"

3'-1

1 1

/2"

4'-1

0 3

/4"

4'-1

0 3

/4"

14'-3 1

/4"

14'-3 1

/4"

15'-3 1

/4"

0"

3' -

0 1

/4"

4' -

0"

4' -

0"

7' -

2 3

/8"

10"

0"

11' -

4 1

/8"

0"

4'-1

0 3

/4"

14'-3 1

/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' -

11 1

/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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

3/8" = 1'-0"4


0"

1'-3 1

/2"

2'-7 1

/2"

3'-6 3

/8"

3'-9 5

/8"

12'-3 5

/8"

12'-6 7

/8"

12'-6 7

/8"

13'-3 1

/2"

14'-7 1

/2"

15'-11 1

/2"

16'-8 7

/8"

3' -

0 1

/4"

4' -

0"

7 3

/4"

6"

1' -

8 7

/8"

3' -

0 1

/4"

4' -

0"

0"

3'-9 5

/8"

12'-3 5

/8"

T2

T3

C16

C0C1 C12C11

C14(2)

T5

C6C7

C8C9

C10

T4

C13C2

C3C4

C17

T0(2)

T0(2)

C5(2)

T1(2)

T1(2)

8'6x7'8

9' -

10 7

/8"

8' - 6"

7' -

8"

2' -

9 5

/8"

5' -

4 1

/4"

17' - 5 1/8"

14' -

9 3

/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


Checked By



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'-4 1

/4"

7'-4 1

/4"

11'-7 1

/2"

12'-10 1

/2"

17'-1 3

/4"

19'-1 3

/4"

25'-2 1

/4"

37'-1"

3' -

0"

0"

7'-2 5

/8"

11'-9 1

/8"

12'-8 7

/8"

17'-3 3

/8"

18'-10 1

/2"

25'-5 1

/2"

37'-1"

0"

37'-1"

11' -

1"

7' -

1"

4' - 3 1/4"

7' -

1"

4' - 3 1/4"

4' -

0 1

/2"

6' - 0 1/2"

T5

T4

C0

T0

T0

T0

T0

C0 C0 C0 C0 C0C0

C7C7

T11

C5

T8

C2C2 C2 C2 C2

T6

C5

C0

T1

T1

T1

T1

C0 C0

C7C7T11

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

C6C0

T3

T3

T3

T3

T10

T10

C1

C0 C0 C0 C0 C0 C0 C0 C0

C1

Type 1 Type 1

72" x 48"

2' -

11 3

/4"

4' -

0"

3' -

2 1

/2"

1000S162-97600S162-54600S162-54

0200S

TR

-33

0200S

TR

-33

1' - 7 1/8"4' - 6 1/2"11 3/4"4' - 6 1/2" 6' - 7"0"

1'-3 1

/4"

2'-7 1

/4"

3'-1

1 1

/4"

5'-3 1

/4"

6'-7 1

/4"

19'-11 1

/4"

21'-3 1

/4"

22'-7 1

/4"

23'-11 1

/4"

25'-11 1

/4"

26'-7 1

/4"

27'-11 1

/4"

29'-3 1

/4"

30'-7 1

/4"

31'-11 1

/4"

33'-3 1

/4"

34'-7 1

/4"

35'-11 1

/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


Checked By



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


Checked By



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

21IntLB-1-3D View

(2) 600S162-43

0"

11'-1 7

/8"

14'-3 1

/8"

14'-9 1

/4"

0"

3' -

0 3

/4"

4' -

0"

0"

7' -

1"

3' -

6"

0"

11'-0 1

/4"

14'-4 3

/4"

14'-9 1

/4"

0"

14'-9 1

/4"

11' -

1"

7' -

1"

3' - 1 1/4"

T2

T1

C0

T0

T0

C0 C0 C0 C0 C0 C0 C0 C0C0

C3C3T5

C2

T4

C1 C1 C1 C1

T3

C2

C0

C0

Type 2

6"

3' - 4 1/2"

0"

1'-3 1

/4"

2'-7 1

/4"

3'-1

1 1

/4"

5'-3 1

/4"

6'-7 1

/4"

7'-1

1 1

/4"

9'-3 1

/4"

10'-7 1

/4"

600S162-54

362S

162-5

4

362S

162-5

4

362S

162-4

3

362S

162-4

3


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


Checked By



Approved By

As indicated 1IntLB-2

Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


(2) 600S162-43

(2) 6

00S

162-4

3

0"

3'-5 5

/8"

6'-6 7

/8"

18'-4 3

/8"

0"

7' -

1"

4' -

0"

16' -

11 7

/8"

0"

3'-3 1

/8"

6'-9 1

/4"

18'-4 3

/8"

0"

18'-4 3

/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

362S

250-5

4362S

250-5

4

0200S

TR

-33

0200

STR

-33

362S

250-5

4362S

250-5

4

600S162-54

362S

250-5

4

362S

250-5

4

0"

1'-3 1

/4"

2'-7 1

/4"

7'-1

1 1

/4"

9'-3 1

/4"

10'-7 1

/4"

11'-11 1

/4"

13'-3 1

/4"

14'-7 1

/4"

15'-0 7

/8"

15'-11 1

/4"

17'-3 1

/4"

11' - 9 1/2"

3' - 1 1/4"

15' - 0 7/8"

6' -

10 1

/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


- - Diagonal Length: 25' 1 3/4"18' - 4 3/8"

Scale

Project number

DateDrawn by Size

11X17


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

3/8" = 1'-0"4


WO

RK

AR

EA

12'-0

"

0"

17'-11 1

/4"

0"

3' -

0 1

/4"

4' -

0"

0"

17'-11 1

/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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


(2) 600S162-54

(2) 6

00S

162-4

3

(2) 6

00S

162-4

3

(2

0"

7'-3 3

/4"

10'-5"

17'-7 5

/8"

0"

3' -

0 3

/4"

4' -

0"

4' -

0 1

/4"

0"

7'-2 1

/8"

10'-6 5

/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' -

6 3

/8"

7' -

0 5

/8"

0"

1'-3 1

/4"

2'-7 1

/4"

3'-1

1 1

/4"

5'-3 1

/4"

6'-7 1

/4"

11'-11 1

/4"

13'-3 1

/4"

14'-7 1

/4"

15'-11 1

/4"

17' - 7 5/8"

362S

162-5

4

362S

162-4

3

362S

162-5

4

362S

162-4

3

7' -

0 5

/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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


0"

1'-3 7

/8"

1'-3 7

/8"

4'-5 1

/8"

4'-5 1

/8"

4'-1

0 5

/8"

0"

7' -

1"

4' -

0"

0"

1'-2 1

/4"

4'-6 3

/4"

0"

4'-1

0 5

/8"

11' -

1"

T1

T0

C1 C1

C3(2)

T4

C2

C0 C0 C0C0

T2

C2C1(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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


0"

9 1

/4"

2'-1 1

/4"

3'-5 1

/4"

4'-9 1

/4"

6'-1 1

/4"

7'-5 1

/4"

8'-9 1

/4"

10'-1 1

/4"

11'-5 3

/4"

0"

3' -

0 1

/4"

4' -

0"11' -

1"

T1

T1

T0

T0

C1 C1C0C0 C1 C1 C1 C1 C1 C1C1(2) C1(2)

0"

2'-5"

2'-1

0 1

/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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


0"

6'-7 1

/4"

0"

3' -

0 3

/4"

4' -

0"

0"

6'-7 1

/4"

11' -

1"

T1

T1

C0

T0

T0

C0 C0 C0 C0 C0

0"

1'-3 1

/4"

2'-7 1

/4"

3'-1

1 1

/4"

5'-3 1

/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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


0"

0"

6'-7 1

/4"

6'-7 1

/4"

3' -

0 3

/4"

4' -

0"

0"

6'-7 1

/4"

11' -

1"

T1

T1

C0

T0

T0

C0 C0 C0 C0 C0

0"

1'-2 5

/8"

2'-6 5

/8"

3'-1

0 5

/8"

5'-2 5

/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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


0"

0"

1'-3 1

/4"

2'-7 1

/4"

3'-1

1 1

/4"

5'-3 1

/4"

6'-7 1

/4"

7'-1

1 1

/4"

9'-3 1

/4"

10'-7 1

/4"

11'-5 3

/4"

11'-5 3

/4"

0"

3' -

0 1

/4"

4' -

0"

0"

11'-5 3

/4"

11' -

1"

T1

T1

T0

T0

C0 C0 C0 C0 C0 C0 C0 C0C0(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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


(2) 600S162-43

0"

5 5

/8"

4'-8 7

/8"

5'-2 1

/2"

0"

7' -

1"

8' -

7"

0"

4"

4'-1

0 1

/2"

5'-2 1

/2"

0"

5'-2 1

/2"

15' -

8"

7' -

1"

4' - 3 1/4"

T1

T0

C1C1 C1

C3(2)

T4

C2

T3

C0 C0 C0 C0 C0

T2

C2C1 C1C1

Type 1

4' - 6 1/2"

600S162-54

362S

162-5

4362S

162-4

3

362S

162-4

3362S

162-5

4


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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

3/8" = 1'-0"4


0"

2'-2 3

/4"

3'-6 3

/4"

4'-1

0 3

/4"

6'-2 3

/4"

7'-6 3

/4"

8'-7 1

/4"

8'-7 1

/4"

12'-10 1

/2"

12'-10 1

/2"

13'-4 3

/4"

13'-4 3

/4"

14'-2 3

/4"

15'-6 3

/4"

16'-10 3

/4"

18'-2 3

/4"

19'-6 3

/4"

20'-10 3

/4"

22'-2 1

/4"

22'-2 1

/4"

22'-9 3

/8"

22'-9 3

/8"

27'-0 5

/8"

27'-0 5

/8"

27'-5 7

/8"

3' -

0 1

/4"

4' -

0"

0"

8'-5 5

/8"

13'-0 1

/8"

22'-7 3

/4"

27'-2 1

/4"

11' -

1"

T3

T2

C1

T0

T0

C0 C0 C0 C0 C0 C0C3

C5(2)T10

C4

C2C2 C2 C2 C2

T4

C4C3

T1

T1

T8

T7

T9

T7

C0 C0 C0 C0 C0 C0 C3

C5(2)T10

C4

C2 C2 C2 C2 C2

T5

C4C3 C0C1(2) C1(2)

Type 1Type 1

0300S

TR

-540

300S

TR

-54

600S162-54 600S162-54

4' - 6 1/2" 9' - 7 5/8" 4' - 6 1/2"

0"

10 3

/4"

4' -

0 3

/4"

7' -

1"

4' -

0"

0"

27'-5 7

/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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

3/8" = 1'-0"4


0"

5 3

/8"

5 3

/8"

3'-6 5

/8"

3'-6 5

/8"

3'-1

1 1

/4"

4'-1

0 5

/8"

0"

7' -

1"

4' -

0"

0"

3 3

/4"

3'-8 1

/4"

0"

4'-1

0 5

/8"

11' -

1"

T1

T0

C3(2)

T4

C2

C1 C1 C1

T2

C2C0C0(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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


(2)

800S

162-5

4(2

) 800S

162-5

4

0"

1'-1

1 1

/4"

3'-1

1 1

/4"

5'-1

1 1

/4"

7'-1

1 1

/4"

9'-1

1 1

/4"

11'-11 1

/4"

13'-11 1

/4"

15'-8 3

/8"

0"

15'-8 3

/8"

11' -

1"

11' -

0 3

/4"

T0

T0

C0C0 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


Checked By



Approved By

As indicated 1IntNLB-1

Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4

1IntNLB-1-TopView-Framing

(2)

600S

162-4

3

0"

6'-1

0 3

/8"

0"

6'-1

0 3

/8"

17' -

11 3

/8"

T0

T0

C0 C0 C0 C0 C0

0"

1'-1

1 1

/4"

3'-1

1 1

/4"

5'-1

1 1

/4"

0"

6'-5 1

/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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

3/8" = 1'-0"4


0"

9"

9"

3'-1

0 1

/4"

4'-4"

4'-4"

0"

9"

3'-1

0 1

/4"

0"

4'-4"

15' -

7 7

/8"

7' -

0 5

/8"

T0

T1

C5C2

C1

C0

T2

C3C4 C6

Type 6

4' - 6 1/4"

16' -

11 1

/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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

3/8" = 1'-0"4


CL

OS

ET

CL

OS

ET

0"

9'-8 3

/8"

0"

9'-8 3

/8"

11' -

3 1

/2"

T0

T0

C0C0 C0 C0 C0

C0

0"

1'-1

1 1

/4"

3'-1

1 1

/4"

5'-1

1 1

/4"

7'-1

1 1

/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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


0"

8 3

/8"

3'-9 5

/8"

4'-6"

7' -

1"

0"

8 3

/8"

3'-9 5

/8"

4'-6"

0"

4'-6"

10' -

0 5

/8"

11' -

3 3

/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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


CLOSET

0"

4'-2 3

/8"

0"

4'-2 3

/8"

11' -

3 1

/2"

10' -

0 1

/2"

T0

T1

C1 C0

C2

0"

1'-1

1 1

/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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


0"

7'-8 5

/8"

0"

7'-8 5

/8"

10' -

1"

T0

T0

C0C0 C0 C0

C0

0"

1'-1

1 1

/4"

3'-1

1 1

/4"

5'-1

1 1

/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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


0"

7'-8 5

/8"

0"

7'-8 5

/8"

10' -

1"

T0

T0

C0C0 C0 C0

C0

0"

1'-7 7

/8"

3'-7 7

/8"

5'-7 7

/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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


0"

7'-8 5

/8"

0"

7'-8 5

/8"

T0

T1

C3

C0C1

C2 C4

8' - 0 1/2"

10' -

0 5

/8" 12' -

3 3

/4"

0"

1'-1

1 1

/4"

3'-1

1 1

/4"

5'-1

1 1

/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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


0"

0"

1'-3 1

/4"

2'-7 1

/4"

3'-1

1 1

/4"

5'-3 1

/4"

6'-8"

6'-8"

0"

6'-8"

11' -

1"

T0

T0

C0 C0 C0 C0C0(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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


(2) 600S162-43

0"

5'-3 5

/8"

10'-4 7

/8"

11'-1 3

/8"

0"

7' -

0 5

/8"

7' -

2 1

/8"

0"

5'-0 3

/8"

10'-8 1

/8"

11'-1 3

/8"

0"

11'-1 3

/8"

14' -

2 7

/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

362S

162-5

4

362S

162-5

4

362S

162-4

30"

1'-1

1 1

/4"

3'-1

1 1

/4"

5' - 7 3/4"

0"

5 1

/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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

3/8" = 1'-0"4


0"

8 3

/4"

1'-1

1 1

/4"

3'-6 1

/4"

3'-1

1 3

/4"

3'-1

1 3

/4"

7'-1"

7'-1"

7'-10"

0"

3'-1

1 3

/4"

7'-1"

0"

7'-10"

11' -

1"

7' -

0 5

/8"

T2

T0

C1 C1 C1

T1

C1

C0C4C3

C2

T3

C5C6 C7

Type 6

3' - 1 1/4"

3'-6 1/4"

5'-9 3

/8"

4' - 5 5/8"

15' -

7 7

/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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

3/8" = 1'-0"4


(2)

800S

162-5

4

0"

5'-3 5

/8"

10'-4 7

/8"

10'-9 3

/4"

7' -

0 5

/8"

0"

5'-3 5

/8"

10'-4 7

/8"

11' -

1"

T1

T0

C0 C0 C0

T3

C1 C1 C1 C1C1

T2

Type 5- 5070-Sliding

0"

1'-1

1 1

/4"

3'-1

1 1

/4"

5' - 1 1/4"

C0 C0

4' -

0 3

/8"

0"

10'-9 3

/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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


0"

4'-0 3

/4"

7'-2"

7'-8 5

/8"

0"

4'-0 3

/4"

7'-2"

7'-8 5

/8"

0"

7'-8 5

/8"

10' -

1"

10' -

0 3

/4"

7' -

1"

T1

T0

C0C0

T3

C1 C1 C1

T2

C0

Type 2

0"

1'-1

1 1

/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


Checked By



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'-3 3

/8"

9'-1 3

/8"

15'-7 1

/4"

21'-5 1

/4"

28'-2"

34'-0"

37'-1"

2' -

4 1

/4"0

"8' -

10 1

/2"

0"2

' - 1

1 3

/4"

6"

0"

3'-1 1

/2"

9'-2 3

/4"

15'-5 3

/8"

21'-6 5

/8"

28'-0 1

/4"

34'-1 3

/8"

14' -

8 1

/2"

T4

T4

C7

T0

T0

T0

C0

C0

C4C4C4C4T7

C3

C6

T5

T5

C1

C2

C1

C2

C1

C2

C1

C2

C1

C2

C6

C3

T1

T1

T1

C0C0 C0 C0

C4T7

C3

C6

T5

T5

C1

C2

C1

C2

C1

C2

C1

C2

C6

C3

C0

T2

T2

T2

C0 C0 C0

C0

C5T8

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' -

11 3

/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"

600S

162-6

8

600S

162-6

8

CW

600S

162-6

8

600S

162-6

8

600S

162-6

8

600S

162-6

8


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

- - Grand Total: 1132.0228


37' - 1"

Scale

Project number

DateDrawn by Size

11X17


Checked By



Approved By

1/4" = 1'-0" 2ExtLB-2

Framing14-137

10/30/2014GMJ

GMJ

Approver

1/4" = 1'-0"4


(2) 600S162-43

(2)

600S

162-4

3

0"

14'-11 7

/8"

0"

14'-11 7

/8"

5' -

7 7

/8"

9' -

11 5

/8"

T0

T1

C8

C0C1

C2C3C7

C4C5

C6 C9

0"

1'-1

1 1

/4"

3'-1

1 1

/4"

5'-1

1 1

/4"

8'-1 1

/4"

9'-1

1 1

/4"

11'-11 1

/4"

13'-11 1

/4"

15' - 7 3/8"

362S

250-5

4

362S

250-5

4


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


Checked By



Approved By

As indicated 2ExtNLB-2

Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4

2ExtNLB-2-TopView-Framing

0"

10'-5 1

/8"

11'-10 1

/8"

0"

11'-10 1

/8"

6' -

11 7

/8"

9 7

/8"

T1

T0

C6C0 C1 C2 C3 C4 C5

12' - 4 1/8"

12' - 4 1/8"

0"

3'-5 7/8"

0"

3'-5 7/8"

0"

5 1

/8"

2'-5 1

/8"

4'-5 1

/8"

6'-5 1

/8"

8'-5 1

/8"

10'-5 1

/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


Checked By



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"

6 1

/4"

6 1

/4"

6 1

/4"

5'-7 1

/2"

37'-1"

0"

8' -

0 5

/8"

1' -

11 3

/4"

3' -

0 1

/4"

4' -

0"

0"

3 3

/4"

5'-10"

37'-1"

0"

37'-1"

10' -

0 3

/8"

8' -

0 5

/8"

5' - 1 1/4"

T2

T1

C1

C4T5

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

C1Type 5

600S200-43

0"

7'-3 1

/4"

9'-3 1

/4"

11'-3 1

/4"

13'-3 1

/4"

15'-3 1

/4"

17'-3 1

/4"

19'-3 1

/4"

21'-3 1

/4"

23'-3 1

/4"

25'-3 1

/4"

25'-11 1

/4"

27'-3 1

/4"

29'-3 1

/4"

31'-3 1

/4"

33'-3 1

/4"

35'-3 1

/4"

37'-1"

362S

250-5

4

362S

250-5

4

362S

250-5

4

362S

250-5

4

362S

250-5

4

362S

250-5

4

362S

250-5

4

362S

250-5

4


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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

3/8" = 1'-0"4


0"

0"

1'-7 1

/4"

3'-7 1

/4"

5'-1

0 7

/8"

5'-1

0 7

/8"

9'-1 3

/8"

9'-1 3

/8"

9'-7 1

/4"

11'-7 1

/4"

13'-7 1

/4"

15'-7 1

/4"

17'-7 1

/4"

19'-7 1

/4"

21'-7 1

/4"

23'-1 5

/8"

23'-1 5

/8"

0"

5' -

4"

3 5

/8"

0"

5'-9 1

/4"

9'-3"

0"

23'-1 5

/8"

5' -

7 5

/8"

5' -

2"

3' - 2 1/2"

T1

T0

C0 C0C0

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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


(2) 600S162-43

0"

0"

4 3

/4"

4 3

/4"

3'-7 1

/4"

14'-9 1

/4"

7' -

2"

10' -

0 1

/8"

5' -

8 5

/8"7' -

2"

T0

C0

T1

C9C8

T3

C7

T2

C10C11C1

C2C3

C4C5

C6C12

Type 6- 3070

3' - 2 1/2"

15' - 4 5/8"

0"

3'-1

1 1

/8"

5'-1

1 1

/8"

7'-1

1 1

/8"

9'-1

1 1

/8"

11'-11 1

/8"

13'-11 1

/8"

14'-9 1

/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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


62-54(2) 800S162-54

0"

6 5

/8"

3'-9 1

/8"

14'-11 3

/4"

5' -

2"

0"

6 5

/8"

3'-9 1

/8"

14'-11 3

/4"

0"

14'-11 3

/4"

T0

T1

C12

C9C8

T3

C7

T2

C10

C11

C5

C0C1

C2C3

C4

C6

C1336" x 60"

15' - 7"

0"

10'-0 1/4"

0"

5'-7 7/8"

0"

5'-3 1

/8"

5'-8 1

/4"

7'-8 1

/4"

9'-8 1

/4"

11'-8 1

/4"

13'-8 1

/4"

14'-1 1

/8"

14'-11 3

/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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


(2) 800S162-54

(2) 6

00S

162-4

3

0"

8'-1

0 3

/4"

T0

T1

C4 C0C1

C2C3

C5C5

0"

1'-1

1 1

/4"

3'-1

1 1

/4"

5'-1

1 1

/4"

7'-1

1 1

/4"

8'-1

0 3

/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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


0"

1'-1

1 1

/4"

3'-1

1 1

/4"

5'-7 3

/4"

5'-7 3

/4"

0"

5'-7 3

/4"

4' -

7 1

/4"

T0

T0

C0C0 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


Checked By



Approved By


Framing14-137

10/30/2014GMJ

GMJ

Approver

1/2" = 1'-0"4


Software

Sample Wall Shop Drawings