VISION Detailing Training - VPvpcwebservice.vp.com/vpchelp/Training Book - Vision - Butler.pdf · June 2014 VISION - Detailing Training - Butler Manufacturing 12 of 212 Frame Data

June 2014 VISION - Detailing Training - Butler Manufacturing 1 of 212

VISION

DetailingTraining



DETAILING TRAINING LESSONSGeneral Information o Acronyms/Abbreviationso Common Dimensioning Practiceso Variable or Smart Mark Numbers

o Common Generated Mark Numberso Framingo Hot Roll Partso User Clipso User Trimo User Gage


DETAILING TRAINING LESSONSBuilding Editor o Frame Datao Holes, Clips, Flange Braces, Stiffeners, Brackets, Misc. Plateso Frame Member Datao Webs, Flanges, Bolting Plates, Shop Splices, Weldso Bracingo Secondaryo Coveringo Insulationo Trimo User Partso Frames, Clips, Trim, Light Gageo Parts Statuso Additional Pricingo Geometry Toolo User located Frame Partso Reportso Edit Checko Parts Listo Fabrication Shop Drawings (FSD's)o Helpo Product Referenceo Screenso How To's


DETAILING TRAINING LESSONSDrawing Editor o Erection Drawings

o Cover Sheeto Noteso Anchor Rod Plano Primary Frames & Bracing Layouto Frame Cross Sectionso Secondaryo Covering, Insulation, Trimo Standard Erection Details (SED's)

o Drawing Cleanupo Export to AutoCADo Help

o Product Referenceo Screenso How To's


DETAILING TRAINING LESSONSSharePoint o Detailing Toolso Exception Drawingso Non Standard Partso Used for Manufacturing Clarificationo PC/Mfg Build Forms (Release to Mfg)

o Product Excellence / Manufacturing Manualso Standard Erection Details (SED's)o Fabrication Reference Manual (Fab Ref)o Manufacturing Referenceo Weld Standardso Manufacturing Capabilities

o Work Instructionso Job Log / Checklist / Build Notification


PIM o Job File Storageo File Storage (Paper Work)o Contracto Order Clarificationo Change Requestso Designo Detailing Packageo Checklist / Job Logo Release to Order Control Department


Detailing Training Lessons

Acronyms / Abbreviations

FSD Fabrication Shop Drawings Frame Drawing used in manufacturingFI Flange InsideFO Flange OutsideFS Flange Special

SED Standard Erection Detail General erection details found in the erection drawings.BR BracingCM Concrete MasonryCR CraneDF Deck FramingEN Erection NotesFC Façade CoveringFS Façade StructureKP Façade Key PlansMF Mezzanine FramingMS Metl-SpanPF Primary FramingRA Roof AccessoriesRC Roof CoveringRS Roof SecondaryTLS ThermaLinerTP Truss PurlinWA Wall AccessoriesWC Wall CoveringWS Wall Secondary

MR Manufacturing Reference Reference Details that are used in conjunction with the FSD's.Mark Number Key, Web Shear, Flange Cuts, Flange Cuts, Web Copes,Web & Flange Slots/Holes, Secondary Punch Patterns, Brace Rod Bundling.

WS Weld Standards Reference Details that are used in conjunction with the FSD's.WS-C General Weld RequirementsWS-G Gage MembersWS-GT Truss MembersWS-P PlateWS-TC Truss ChordWS-TG Truss GussetWS-TL Truss latticeWS-TP Truss Plate

X-Dwg Exception Drawings (xls/doc) Drawing used to define special parts not in Vision or to clarify a FSD detail.

Clips and BracketsFramesSpecial & Welded Gage – Rolled Cee’sTruss PurlinHot Rolled ShapesLight GageTrimWarehouse


Common Dimensioning Practices

Building EditorThere are 2 methods of dimensions in Vision for Imperial Units (English)

Majority of the dimensions are in Feet / Inches / Sixteenths.0/0/0 Feet / Inches / Sixteenths1/0/0 or 1 = 1'-0"0/0/8 or //8 = 1/2"19/11/15 = 19'-11 15/16"

Some screens will default to decimal inches, do not use 0/0/0 method in these fields.3.0 Decimals of an inch.

Metric is in Millimeters.

Variable or Smart Mark Numbers:D Diameter F FeetL Length I InchesT Thickness E EightsW Width S Sixteenths (used at cuts on clips and brackets and bent clip length)G GageS Size / ShapeOO OperationFCC Finish / Color

Variable or Smart Mark Numbers Examples:Rods 0 3 R S 2 0 1 1

D D R S L L L LI E R S F F I I

Flange Braces G F B 3 1 0 4G F B L L L LG F B F I I E

Clips G C A 0 5 2 0 6 0G C A W W T L L LG C A I I E I I E

Secondary 0 8 Z 2 5 1 1 4 1 7 A 1 0 0S S S L L L L L G G O O O OS S S F F I I E G G O O O O

Panel M R 2 4 3 9 0 5 0 2 4 1 0 Z A ZM R 2 4 L L L L L G G O O F C CM R 2 4 F F I I E G G O O F C C


Common Generated Mark NumbersFraming

B R S X # # # Bracket – Ship LooseB R W X # # # Bracket – Welded

C B X # # # Canopy BeamC R B X # # # 3 Plate Crane Beam

C X # # # Column - PlateD C C # # # 8 1/2" Corner / Endpost - G30 GageD C D # # # 11 1/2" Corner / Endpost - G30 GageD C E # # # 10" Corner / Endpost - G30 GageE P X # # # Endpost - PlateF C X # # # Facade ColumnI C X # # # Interior ColumnM B X # # # Mezzanine Beam

P P B X # # # Portal Brace BeamR B X # # # Rafter BeamS B X # # # Support BeamS C C # # # Single 8 1/2" Endpost - G30 GageS C E # # # Single 10" Endpost - G30 Gage

Hot Roll PartsA B X # # # Hot Roll – Angle

F C B X # # # Hot Roll Crane – Wide Flange (W & S)(with or without Cee)

P C X # # # Hot Roll – Pipe (P & PX)P C C X # # # Hot Roll – Channel (C & MC)T C X # # # Hot Roll – Tube (T)

W B R S X # # # Hot Roll – Bracket (Ship Loose)W B R W X # # # Hot Roll – Bracket (Welded)

W R X # # # Hot Roll – Wide Flange (W & S)

User Clips_ _ _ S P _ _ _ _ _ _ _ _ _ Flat – Plate / Clip – Shop Weld or Ship Loose -# # # M M W W W T T L L L L Rectangle# # # m m i i e i e f i i e (User Clips in the Building Editor)_ _ _ S B _ _ _ _ _ _ _ _ _ Bent Clip – Shop Weld or Ship Loose -# # # M M W W W T T L L L L Rectangle# # # m m i i e s s f i i e Only User Clip with Thickness in Sixteenths

(User Clips in the Building Editor)_ X P _ _ _ _ _ _ _ _ Flat / Bent – Plate / Clip – Shop Weld or Ship Loose -# M M W W W T T L L L Rectangle / Non Rectangle# m m i i e i e i i e (Hand Drawn)C P S X _ _ _ Welded Assembly – Ship LooseM M M M # # # (Hand Drawn)m m m m # # #C P W X _ _ _ Welded Assembly – Shop WeldM M M M # # # (Hand Drawn)m m m m # # #

User TrimT R M X # # Trim (Hand Drawn)


User GageG A G F N # # # Flat, < 2'-0" No Punch, No WeldG A G F P # # # Flat, < 2'-0", Punched OnlyG A G B N # # # Bent, < 2'-0" No Punch, No WeldG A G B P # # # Bent, < 2'-0", Punched OnlyG A G L N # # # Flat / Bent, > 2'-0" No Punch, No WeldG A G L P # # # Flat / Bent, > 2'-0", Punched OnlyG A G L W # # # Flat / Bent, Any Length, WeldedG A G L B # # # Flat / Bent, Any Length, Punched, Welded

User Gage (Rolled Member)G A G Z _ _ N X # # # ZeeG A G Z _ _ P X # # # Zee, PunchedG A G Z _ _ W X # # # Zee, WeldedG A G Z _ _ B X # # # Zee, Punched, WeldedG A G C _ _ N X # # # CeeG A G C _ _ P X # # # Cee, PunchedG A G C _ _ W X # # # Cee, WeldedG A G C _ _ B X # # # Cee, Punched, WeldedG A G E _ _ N X # # # Low Eave StrutG A G E _ _ P X # # # Low Eave Strut, PunchedG A G E _ _ W X # # # Low Eave Strut, WeldedG A G E _ _ B X # # # Low Eave Strut, Punched, WeldedG A G H _ _ N X # # # High Eave StrutG A G H _ _ P X # # # High Eave Strut, PunchedG A G H _ _ W X # # # High Eave Strut, WeldedG A G H _ _ B X # # # High Eave Strut, Punched, Welded

Member Depth07 = 7”08 = 8 ½”10 = 10”11 = 11 ½”

User Gage (Back to Back /Face to Back / Face to Face)

G A G D _ _ N X # # # Double CeeG A G D _ _ P X # # # Double Cee, PunchedG A G D _ _ W X # # # Double Cee, WeldedG A G D _ _ B X # # # Double Cee, Punched, Welded

Member Depth07 = 7”10 = 10”


Frame Data – Work Points

There is a variety of ways to locate parts onrafter and column frame sides:

End 1-If the End 1 radio button is selected,any locations or spaces that are insertedwill be located along the roof or wall planefrom the End 1 WP. (See the WP layoutbelow)

End 2-If the End 2 radio button is selected,any locations or spaces that are insertedwill be located along the roof or wall planefrom the End 2 WP. (See the WP layoutbelow)

Horizontal-If the Horizontal radio button isselected, any locations that are input will belocated horizontally from the ridge WP.Note that this option is only available forrafter frame sides. Note: This option isespecially useful for locating web holes orflange inside holes for GC11_ clips.

Vertical- If the Vertical radio button isselected, any locations that are input will belocated vertically from the column WP atEnd 1. Note that this option is onlyavailable for column frame sides.

Member-If the member radio button isselected, holes, clips, etc. will be locatedalong the flange (FO,FI) or web of themember that you select in the member IDbox. These locations will not include thethickness of the end plate of the member.


Frame Data - HolesFile Name: Training 01 - Box

Lesson 1 - Add 2 Holes in the Column Flange Outside (FO)

Wall:Frame Line:

Side:Holes In:

Type:Detail:

Location:Size:

Gage:

42Exterior Column 1FOHoleFlange Holes6'-0"9/16" (0.5625)3"

· After inserting holes into the column, OK back to the tree.· View the results by looking at the Elevation and the 3D View All.

Lesson 2 - Add 4 Holes in the Column Flange Outside (FO)

Wall:Frame Line:

Side:Holes In:

Type:Detail:

Location:Size:

Gage:Pitch:

42Exterior Column 1FOHole(4) Flange Holes9'-0"15/16" (0.9375)4"12"

· Pitch is in Inches, not ff/ii/ee.· After inserting holes into the column, OK back to the tree and view the results.· View the results by looking at the Elevation and the 3D View All.· Run an Edit Check, If the Holes are too close to the Edge of a Flange a warning will be added to the list.

Lesson 3 - Add 2 Slots in the Column Flange Outside (FO)

Wall:Frame Line:

Side:Holes In:

Type:Detail:

Location:Size:

Length:Gage:

42Exterior Column 1FOSlotFlange Slots10'-0"13/16" (0.8125)1 1/4" (1.25)3"

· After inserting holes into the column, OK back to the tree and view the results.· Slots are not drawn on the Elevation View, so view the results by looking at the 3D View All.


Lesson 4 - Add 2 Holes in the Column Flange Inside (FI)

Wall:Frame Line:

Side:Holes In:

Type:Detail:

Location:Size:

Gage:

42Exterior Column 1FIHoleFlange Holes12'-0"9/16" (0.5625)3"

· After inserting holes into the column, APPLY.· View the results by using the VIEW button.

Lesson 5 - Add 4 Holes in the Column Flange Inside (FI)

Wall:Frame Line:

Side:Holes In:

Type:Detail:

Location:Size:

Gage:Pitch:

42Exterior Column 1FIHole(4) Flange Holes14'-0"9/16" (0.5625)3"12"


Lesson 6 - Add 1 Hole in the Column Web

Wall:Frame Line:

Side:Holes In:

Type:Detail:

Location:Size:

Dim A:

42Exterior Column 1WebHole(1) Web Hole5'-0"9/16" (0.5625)2"

· Look at the Detail, the Dim A is from the Outside of the Flange to the Hole.· After inserting holes into the column, APPLY.· View the results by using the VIEW button.

Lesson 7 - Add 2 Holes in the Column Web (Adjacent)Wall:

Frame Line:Side:

Holes In:Type:

Detail:Location:

Size:Dim A:Gage:

42Exterior Column 1WebHole(2) Web Holes Adjacent7'-0"13/16" (0.8125)3"5"

· Look at the Detail for Dim A and Gage.· After inserting holes into the column, APPLY.· View the results by using the VIEW button.

Lesson 8 - Add 2 Holes in the Column Web (Parallel)

Wall:Frame Line:

Side:Holes In:

Type:Detail:

Location:Size:

Dim A:Gage:

42Exterior Column 1WebHole(2) Web Holes Parallel9'-0"15/16" (0.9375)5"3"



Lesson 9 - Add 2 Holes in the Column Web (Angle 1)

Wall:Frame Line:

Side:Holes In:

Type:Detail:

Location:Size:

Dim A:Gage:Angle:

42Exterior Column 1WebHole(2) Web Hole Angle 111'-0"9/16" (0.5625)12"3"135


Lesson 10 - Add 2 Holes in the Column Web (Angle 2)

Wall:Frame Line:

Side:Holes In:

Type:Detail:

Location:Size:

Dim A:Gage:Angle:

42Exterior Column 1WebHole(2) Web Hole Angle 213'-0"9/16" (0.5625)4"3"85



Lesson 11 - Add a Slot in the Column Web

Wall:Frame Line:

Side:Holes In:

Type:Detail:

Location:Size:

Length:Dim A:

42Exterior Column 1WebSlot(1) Web Slot15'-0"9/16" (0.5625)2"4"

· Look at the Detail for Dim A and Length.· After inserting holes into the column, APPLY.· View the results by using the VIEW button.

Lesson 12 - Add a Rod Slot in the Column Web

Wall:Frame Line:

Side:Holes In:

Type:Detail:

Location:Size:

Dim A:Back-up Plate:

42Exterior Column 1WebRod SlotRod Slot A17'-0"Std. Rod4"Select (Check box)RSW0620500

· Look at the Detail for Dim A, this detail dimensions to the Inside of the Flange.· After inserting holes into the column, APPLY.· View the results by using the VIEW button.


Work Points on a Rafter Side is at the Ridge along the Purlin Line

The Rafter Side Work Point is at theintersection of the Ridge and the Rafter Side(Purlin Line).

Example: 1:12 Roof Pitch and 8 1/2" Purlins,the Rise is 11/16".

The following Hole Lessons will use differentLocation Methods. Including: End 1,Horizontal, X / Y, and Member.

Lesson 13 - Add 2 Holes in the Rafter Flange Outside (FO)

Wall:Frame Line:

Side:Loc. Method:

Holes In:Type:

Detail:Location:

Size:Gage:

42Rafter 1End 1 (Default)FOHoleFlange Holes2'-3 1/2"9/16" (0.5625)3"

Lesson 14 - Add 2 Holes in the Rafter Flange Outside (FO)

Wall:Frame Line:

Side:Loc. Method:

Holes In:Type:

Detail:Location:

Size:Gage:

42Rafter 1HorizontalFOHoleFlange Holes10'-0"9/16" (0.5625)3"


Lesson 15 - Add 2 Holes in the Rafter Web

Wall:Frame Line:

Side:Loc. Method:

Holes In:Type:

Detail:Location:

Size:Dim A:Gage:

42Rafter 1End 1WebHole2 Web Holes Horizontal7'-6"13/16" (0.8125)5"3"

Lesson 16 - Add 4 Holes in the Rafter Web

Wall:Frame Line:

Side:Loc. Method:

Holes In:Type:

Detail:Location:

Size:Dim A:Pitch:Gage:

42Rafter 1HorizontalWebHole4 Web Holes Horizontal15'-0"13/16" (0.8125)4"5"5"

Lesson 17 - Add a Hole in the Rafter Web

Wall:Frame Line:

Side:Loc. Method:

Holes In:Type:

Detail:X:Y:

Size:

42Rafter 1X / YWebHole(1) Web Hole3'-0" (positive)- 1'-6" (negative)9/16" (0.5625)

· Using X / Y for locating holes will automatically be converted to "From End 1" after inserting it into the list.


Lesson 18 - Add 2 Holes in the Rafter Flange Outside (FO)Note: This lesson may vary per building run, instructor will demonstrate this.

Wall:Frame Line:

Side:Loc. Method:

Holes In:Type:

Detail:Member:Location:

Size:Gage:

42Rafter 1MemberFOHoleFlange Holes22'-0" (from the Bolting Plate)9/16" (0.5625)3"

· Using Member for locating holes will automatically be converted to "From End 1" after inserting it into the list.

Lesson 19 - Add a Web Cope to End 2 FI

Wall:Frame Line:

Side:Loc. Method:

Holes In:Type:

Detail:Size:

Length:

41Rafter 1End 1WebCopeWeb Cope End 2 FI3"6"

· Look at the Detail for Copes Sizes and Lengths.· The Size is measured as a Web Cut, and does not include the Flange.


Frame Data – Near Side & Far SideFrom the tree: (Frame/Data/Shape/select a frame side)This instruction will explain how to determine near and far side locations in the frame data editor

1. When locating welded and boltedparts in the Build Editor, it issometimes necessary to insertthose parts on a particular side ofa column or rafter. The view tothe left is a useful way ofdetermining how the frame dataeditor will locate those parts. Thearrows indicate “near side”. Notethe “Along wall” orientation.

2. Also notice several “rules” (in theblue squares) on the left that givea universal method of determining“near side” and” far side”regardless of the along wall.


GC1


GCA


PG1 (Ship Loose Clip)



Frame Data - ClipsGeneral Clip Notes:

Most Girt / Purlin Clips are: 10 Gage = 0.1345" ~ 1/8" rounded location.Welded Clips perpendicular to the Flange / Web are dimensioned to the bottom of the Clip.It is best to locate clips that are parallel to the flange to a Hole Location, not to the Edge of the Clip.

Lesson 1 - Add a Clip to the Column Flange Outside (FO)Wall:

Frame Line:Side:

Attached to:Type:

Detail:Clip:

Location:Weld:

43Exterior Column 1FOWelded ClipFlange ClipGC1 (10 Gage)3'-11 7/8" (girt at 4'-0")Standard

· After locating the clip on the column, OK back to the tree.· View the results by looking at the Elevation and the 3D View All.

Lesson 2 - Add a 1/4" Clip to the Column Flange Outside (FO)

Wall:Frame Line:

Side:Attached to:

Type:Detail:

Clip:Location:

Special Weld:

43Exterior Column 1FOWelded ClipFlange ClipGCA052060 (1/4" thick)5'-11 3/4" (girt at 6'-0")3/16" Fillet Both Sides

· Special Welds: First insert the Clip into the list, then revise the Welds.· After locating the clip on the column, OK back to the tree.· View the results by looking at the Elevation and the 3D View All.

Lesson 3 - Add a PG1 Clip to the Column Flange Outside (FO)

Wall:Frame Line:

Side:Attached to:

Type:Detail:

Clip:Location:

Rotate:

43Exterior Column 1FOBolted ClipBent Clip w/ HolesPG18'-0"0

· After locating the clip on the column, View Holes on the FO.· OK back to the tree.· View the results by looking at the Elevation and the 3D View All.


Lesson 4 - Add a Clip to the Column Web (Far Side) - FL 3, Col 1

Wall:Frame Line:

Side:Attached to:

Type:Detail:

Clip:Dim A:

Side:Location:

Weld:

43Exterior Column 1WebWelded ClipWeb Clip AdjacentGC2 (10 Gage)1 7/8" (std for Inset)Far4'-11 7/8" (girt at 5'-0")Standard

· Look at the Detail, the Dim A is from the Outside of the Flange to the Hole in the Clip.· After locating the clip on the column, OK back to the tree.· View the results by looking at the Elevation and the 3D View All.

Lesson 5 - Add a Clip to the Column Web (Near Side) - FL 3, Col 2

Wall:Frame Line:

Side:Attached to:

Type:Detail:

Clip:Dim A:

Side:Location:

Weld:

43Exterior Column 2WebWelded ClipWeb Clip AdjacentGC2 (10 Gage)1 7/8" (std for Inset)Near4'-11 7/8" (girt at 5'-0")Standard

· Look at the Detail, the Dim A is from the Outside of the Flange to the Hole in the Clip.· After locating the clip on the column, OK back to the tree.· View the results by looking at the Elevation and the 3D View All.


Lesson 6 - Add a Clip to the Column Web (Near Side) - FL 4, Col 1

Wall:Frame Line:

Side:Attached to:

Type:Detail:

Clip:Dim A:

Side:Location:

44Exterior Column 1WebBolted ClipWeb Bent Clip with HolesGC51 7/8" (std for Inset)Near5’-0" (girt at 5'-0")

· Look at the Detail, the Dim A is from the Outside of the Flange to the Hole in the Clip.· After locating the clip on the column, OK back to the tree.· View the results by looking at the Elevation and the 3D View All.· Review Web Holes in Data.

Lesson 7 - Add a Clip to the Column Web (Far Side) - FL 4, Col 2

Wall:Frame Line:

Side:Attached to:

Type:Detail:

Clip:Dim A:

Side:Location:

Weld:

44Exterior Column 2WebBolted ClipWeb Bent Clip with HolesGC51 7/8" (std for Inset)Far5’-0" (girt at 5'-0")Standard

· Look at the Detail, the Dim A is from the Outside of the Flange to the Hole in the Clip.· After locating the clip on the column, OK back to the tree.· View the results by looking at the Elevation and the 3D View All.· Review Web Holes in Data.


Lesson 8 - Add a Clip to the Rafter Web Parallel to the FO - FL 3, Rafter 1

Wall:Frame Line:

Side:Attached to:

Type:Detail:

Clip:Dim A:

Side:Location:

Weld:

43Rafter 1WebWelded ClipWeb Clip ParallelGC2 (10 Gage)3"Both1'-0"Standard

Lesson 9 - Add a Clip to the Rafter Web Adjacent to the FO

Wall:Frame Line:

Side:Attached to:

Type:Detail:

Clip:Dim A:

Side:Location:

Weld:

43Rafter 1WebWelded ClipWeb Clip AdjacentGC2 (10 Gage)2 1/4"Both2'-0"Standard

Lesson 10 - Add a Square Washer to the Rafter Web Parallel to the FO

Wall:Frame Line:

Side:Attached to:

Type:Detail:

Clip:Dim A:

Side:Location:

Special Weld:

43Rafter 1WebWelded ClipWeb SQW ParallelSQW44433"Both3'-0"3/16" Fillet Both Sides

· The SQW Details do not show a standard weld, all welds must be defined if the weld is an asterisk *.


Lesson 11 - Add a Clip to the Rafter Web at an Angle to the FO

Wall:Frame Line:

Side:Attached to:

Type:Detail:

Orientation:

Clip:Dim A:

Side:Location:

Weld:

43Rafter 1WebWelded ClipWeb Clip Angle 1

GC1 (10 Gage)4 3/4"Both4'-0"Standard

Lesson 12 - Add a Vertical Clip to the Rafter WebWall:

Frame Line:Side:

Attached to:Type:

Detail:Orientation:

Clip:Dim A:

Side:Location:

Weld:

43Rafter 1WebWelded ClipWeb Clip Angle 1

GC1 (10 Gage)4 1/2"Both5'-0"Standard

Lesson 13 - Add an EPC3 Clip to the Rafter Flange Outside (FO)

Wall:Frame Line:

Side:Attached to:

Type:Detail:

Clip:Location:

Special Weld:

43Rafter 1FOWelded ClipFlange ClipEPC3 (5/16" Thick)1'-0 5/8" (1'-0 15/16" Purlin)3/16" Fillet Both Sides

· Look at the Detail, the Location is to the first edge of the Clip (Purlin Location minus the Clip Thickness).· The EPC3 is sometimes added for Purlin Anti Roll by designers.· The EPC3 is 5/16" thick and may require special welds.· The Purlin typically does not need to attach to the FO Hole when the EPC3 Clip is used, check with Designer.


Lesson 14 - Add a GC1 (Welded) Clip to the Rafter Flange Outside (FO) - FL 1, Rafter 1 & 2

Wall:Frame Line:

Side:Attached to:

Type:Detail:

Clip:Location:

Weld:

42Rafter 1 & Rafter 2FOWelded ClipFlange ClipGC1 (10 Gage)46’-0 7/8" (46’-1" Purlin)Standard

· In this example, the Purlin Hole interferes with the Haunch Stiffener.· To correct, add a Welded Clip for the purlin attachment and delete the FO Hole for the purlin flange.· Look at the Detail, the Location is to the first edge of the Clip (Purlin Location minus the Clip Thickness).

Lesson 15 - Add a PG1 (Bolted) Clip to the Rafter Flange Outside (FO) FL 3, Rafter 2

Wall:Frame Line:

Side:Attached to:

Type:Detail:

Clip:Rotate Leg:

Location:

43Rafter 2FOBolted ClipBent Clip with HolesPG1 (10 Gage)0.06’-1”

· In this example, the Purlin Hole interferes with the Web Stiffener.· To correct, add a Bolted Clip for the purlin attachment and delete the FO Hole for the purlin flange.· Look at the Detail, the Location is to the back edge of the Clip (same as purlin location).· Holes will automatically be added to the FO for the clip, location will depend on Rotate Leg (0.0 or 180.0).


Frame Data - Flange Braces

Mark Numbers

1/2" Bolts - 2 1/2" x 2 1/2" x 0.113 LPart mark: G F B f i i eSample: GFB3104Round to the nearest 1/8"

1/2" Bolts - 2 3/4" x 2 3/4" x 0.140 LPart mark: H F B f i i eSample: HFB3104Round to the nearest 1/8"

1/2" Bolts - 3" x 3" x 3/16 Hot Rolled AnglePart mark: 1 2 M D A f i i eSample: 12MDA3100Round to the nearest 1/8". At Bar Joist, Round up to the nearest 4"

3/4" Bolts - 3" x 3" x 3/16 Hot Rolled AnglePart mark: 1 2 M D B f i i eSample: 12MDB3100Round to the nearest 1/8". At Bar Joist, Round up to the nearest 4"

Column Depth CL of Frame toCL of Purlin Hole

0" - 2'-4" 1'-10 1/2">2'-4" - 3'-6" 2'-10 1/2">3'-6" - 5'-0" 3'-10 1/2"

GFB / HFB to Web Hole GFB / HFB to Flange Hole GFB / HFB to FBC2 Clip3 PL = 3" Increments from FO 12MDA to 1RWB0261041

10" Gage = 2" from FI 12MDB to 3RWB0321042


Common Connections:Flange Brace to Gage Post (outset)· 10" Post - Hole in Web 2" from FI.· 8 1/2" Post - FB is not available.· 12MDA & 12MDB not available.

10" Post OnlyFlange Brace to Web· The hole in the web is located in 3"

increments from the Outside Flange.· Minimum 1 1/2" to the Flange Inside.· 12MDA & 12MDB not available.

Girts / Purlins


Flange Brace to Flange Inside· Hip & Valley Frames.· Post & Beam Rafters.· Top of Endposts.· Truss Purlin is deeper than the Frame

Flange Inside.· Open Web Rafters.· 12MDA & 12MDB not available.

Girts / Purlins

Truss Purlin


Flange Brace to Clip (FBC2 or RWB)· 12MDA & 12MDB - Hot Rolled.· Any Flange Brace when the Web hole

is not used and Flange thickness is >5/8".

· Always used at Bar Joist.

Girts / Purlins

Bar Joist

Bar Joist


Flange Brace at Liner· L Clips (FBLC2) are used at Liner

connections.

Girts / Purlins at LinerFlange Brace at Simple Saver· (2) Clips (KMA1 & WBBC1) are used

at Simple Saver connection withstructural fasteners.

Girts / Purlins at Simple Saver


Frame Data - Stiffeners

Type 1 StiffenerIntermediate

Detailing may adjust +/- 4”

Type 2 StiffenerBetween FI Holes

Type 3 StiffenerHaunch - 90o to FO

Only used at Vertical Plates

Type 5 StiffenerPartial LengthAlong FO or FI

Type 6 StiffenerRidge

Type 7 StiffenerFull Length

Type 8 Stiffener90o to Bolting Plate

Type 9 StiffenerHaunch - 90o to Knee Plate

Type 10 Stiffener90o to Knee Plate

Do not delete in Frame DataUse Geometry Tool to Delete

Type 11 Stiffener90o to S9 Stiffener


The Type 10 & Type 11 mayfail to design, the Edit Checkwarning informs you to use

the Alternate Web Thicknessvia the Geometry Tool.


WSF Stiffener w/ FB HolePartial Length

Along FI


StiffenersLesson 1 - Insert a Type 1 Stiffener - FL 3, Rafter 1

Wall:Frame Line:

Side:Location:

Along:Detail:Side:

Thickness:FO & FI Weld:

Web Weld:

43Rafter 114'-0"FOS1 StiffenerNear1/4"3/16" Fillet Both Sides3/16" Fillet One Side

· For any added Stiffeners, the Welds must always be defined.

Lesson 2 - Insert a Type 7 Stiffener with a Special Angle

Wall:Frame Line:

Side:Location:

Along:Detail:Side:

Thickness:Orientation:

FO & FI Weld:Web Weld:

43Rafter 116'-0"FOS7 StiffenerBoth3/8"

3/16" Fillet Both Sides3/16" Fillet One Side

Lesson 3 - Insert a Vertical Type 5 Stiffener along the Flange Inside (FI)

Wall:Frame Line:

Side:Location:

Along:Detail: Side:

Thickness:Length:

Orientation:

FI Weld:Web Weld:

43Rafter 118'-0" (Horizontal)FIS5 StiffenerBoth3/8"7"

3/16" Fillet Both Sides3/16" Fillet One Side


BKA-BKB-


HWU-


Frame Data - BracketsBracket Lesson 1 - Insert a Bracket on the Column Flange Outside (FO) - FL 4, Col 1

Wall:Frame Line:

Side:Location:Attached:

Bracket Type:Detail:

Mark Number:Special Weld:

44Exterior Column 110'-2"FOWelded BracketBracket Along FO or FSBKA 0080 0000 303/16" Fillet Both Sides

Lesson 2 - Insert a Bracket on the Column Flange Inside (FI) - FL 4, Col 1

Wall:Frame Line:



Mark Number:Special Weld:

Sample Cut:Actual Cut:

44Exterior Column 110'-2"FIWelded BracketBracket on FIBKB 1006 0204 303/16" Fillet Both Sides0204 = 2 4/16" =2 1/4"_____________________

· BKB - The Cut is in IISS (Inches Inches Sixteenths Sixteenths). Sample Cut = 0204 = 2 4/16" =2 1/4".· In this lesson the Cut is not correct; revise the Cut in the Mark Number, using Apply and the Graphic screen

to calculate the Actual Cut.

Lesson 3 - Insert a Bracket on the Rafter Flange Inside (FI) - FL 4, Rafter 1

Wall:Frame Line:



Mark Number:Orientation:

Special Weld:Sample Cut:

Actual Cut:

44Rafter 119'-6" (Horizontal)FIWelded BracketUnderhung Bracket on FI-FLHWU 200 100 34

3/16" Fillet Both Sides100 = 1 0/16"_____________________

· HWU - The Cut is in ISS (Inches Sixteenths Sixteenths). Sample Cut = 100 = 1 0/16" =1".· In this lesson the cut is not correct; revise the Cut in the Mark Number, using Apply and the Graphic screen to

calculate the Actual Cut.


Frame Data - Miscellaneous PlatesLesson 1 - Insert a Cut-in Plate on the Corner Column Flange Outside (FO) - FL 5, Ext Col 1

Wall:Frame Line:


Detail:Mark Number:

Web Weld:

45Exterior Column 110'-0"FOFlange Plate Cut-in3A0603120113/16" Fillet Both Sides

· Look at the Detail for the Plate Location; it is to the center line of the first hole.· If the Cut-in Plate is at the end of the Column, adjust the Flange Outside Length in Frame Member Data.


Sample Weld Remarks

BracketSelect: Opposite Conrac at Bracket + 3" past.Revise: Add'l Weld Both Side of Web at Bracket +6" past Bracket.Add: Weld all around.

SPSelect: Weld REF SIDE toRevise: Weld REF SIDE to FO.

MZASelect: Locate OUT TowardRevise: Locate OUT Toward END1.

HELPRefer to HELP for additional examples.


Standard Bolting Plates



Bolt Grip TablesA325T Bolts: (Not adjusted for 5/32” thick washers)These table matches Vision Frame Detailing

Diameter Length A325Bolts

Min.Grip

Max.Grip

ThreadLength Notes

1/2" 1 1/2" 49080 0" 13/16" Full Thread Zinc Plated1/2" 2" 0097280 0" 1 1/2" Full Thread5/8" 1 1/2" 0097281 0" 5/8" Full Thread5/8" 2 1/4" 0097282 0" 1 3/8" Full Thread3/4" 2 1/2" 0097284 0" 1 3/4" Full Thread7/8" 3 1/2" 0097380 0" 2 3/8” Full Thread1" 3 1/2" 0097288 0" 2 1/2" Full Thread

1 1/8" 4" 0097289 0" 2 7/8" Full Thread1 1/4" 4" 0097290 0" 2 3/4" Full Thread1 1/4" 5" 0097575 0" 3 3/8" Full Thread1 1/2" 5" 0097576 0" 3 1/8" Full Thread

A307 Thin Hex Head Bolts:Diameter Length A307

BoltsMin.Grip

ThreadLength Notes

1/2" 1 1/4" 0096636 0 Full Thread Zinc Plated


Hole Diameter Chart

Common Hole Sizes:Bolt Diameter Standard Hole Oversized Hole

1/2" 9/16" (0.5625)5/8" 11/16" (0.6875) 13/16" (0.8125)3/4" 13/16" (0.8125) 15/16" (0.9375)7/8" 15/16" (0.9375) 1 1/16" (1.0625)1" 1 1/16" (1.0625) 1 1/4" (1.25)

1 1/8" 1 3/16" (1.1875)1 1/4" 1 5/16" (1.3125) 1 9/16" (1.5625)1 1/2" * 1 9/16" (1.5625)

* 1 9/16" Not available for HR Angles

Common Base Plate Hole Sizes:Anchor Rod Dia Hole Diameter Oversized Hole

3/4" 7/8" (0.875) 1 1/16" (1.0625)1" 1 1/8" (1.125) 1 5/16" (1.3125)

1 1/4" 1 3/8" (1.375) 1 3/4" (1.75)1 1/2" 1 5/8" (1.625) 2" (2)

2" 2 3/16" (2.1875) 2 1/2" (2.5)

Default Slot Sizes in Frame Data:Refer to the Manufacturing Capabilities Manual for other available slot sizes.Per the Manufacturing Capabilities Manual, any size slot can be cut into a 3 plate web on the plasma.

Bolt Diameter Slots1/2" 9/16" x 7/8"3/4" 13/16" x 1"7/8" 15/16" x 1 1/8"1" 1 1/16" x 1 5/16"

Rod Slots Size:Rod Diameter Slots

All 1 3/16" x 2 1/2"


Edge Distance Charts

Edge Distances for Standard Holes:Bolt Diameter Minimum Edge

Distance fromCenter of

Standard Hole toEdge of

Connected Part1/2" 3/4"5/8" 7/8"3/4" 1"7/8" 1 1/8"1" 1 1/4"

1 1/8” 1 1/2”1 1/4" 1 5/8"Over 1.25 x Dia.

Add to Edge Distances for Oversized Hole and Slot:

Nominal Diameter Oversized Holes

Slotted HolesPerpendicular to Edge

Parallel to EdgeShort Slots Long Slotsa

< 7/8” + 1/16” + 1/8”

+ (.75 x Dia) 0”1” + 1/8” + 1/8”> 1 1/8” + 1/8” + 3/16”

a When the length of a slot is less than the maximum allowable(See AISC 13 Table J3.5), the addition to the Edge Distance may be reduced by 1/2 the difference

between the maximum and actual slot lengths.

Fixed Base Plate Edge Distances:Design Procedures / DP03-02-02

Punch Clearance on an Angle, per Manufacturing Capabilities MV-1-6-1 page 4 (2-14-12):

AnnvilleClearance = Material Thickness +1.25”

Evansville Clearance = K + 1.25”Jackson N/A

Laurinburg N/AMonterrey Clearance = 1 1/8"

San Marcos N/ASt Joseph Clearance = K + 1.25”Rainsville Clearance = K + 1.25”

VisaliaClearance = Material Thickness +1.5”

http://team.bluescopebuildingsna.net/eng/Design/Design%20Procedures%202009/DP03-02-02.pdf


Reading FSD

Open HELP, go to Detailing, Frames (General), Reading an FSD.

Open in a New Window.

Print & Read the Lesson.








1. The Length is the approximate ship length. It maynot be the actual length of the member.

Weight is the weight of the member including allsub-units.

Quantity is the total number of pieces you havefor that particular part number in this job file.

2. 90-002915-01 is the order number; it must bemanually entered before it will appear on theReference FSD. The word Reference means thisis a Reference FSD for Drafting / Checking, it isnot the actual FSD that is used for Fabricationfrom Manufacturing Build.

In this Part Number the CX is Column XDrawing, 005 is a unique counter. Note: Thisnumber is subject to change. Any changes inFrame Data or Frame Member Data couldchange this part number.

Primer color is shown as P: Gray, other colorsare available.

3. SPECIAL NOTES are user added notes.

STAMPS are pre-defined stamps that can beselected for the part.

4. Near Side / Far Side Shown states that thedrawing of the part is viewed from. Page 1 is theNear Side, Page 2 is the Far Side.

Clips and stiffeners can be located on BothSides, Near Side or Far Side. Only parts on theNear Side or Both Sides will be shown on thisdrawing.

Near Side is shown when the Flange Outside ison the right.

*** IMPORTANT NOTE ***The picture on the FSD may not always be accurate,

always refer to the text and the ManufacturingReference Manual details for accurate orientation of

Clips, Holes, Stiffeners, Plates, and Brackets.


5. This Represents the End 1. All Clips and holesare dimensioned from End1 unless they arelocated on the Flange Special.

6. This is an enlarged view of the FSD Drawing ofEnd 1 and End 2.


6. The Web Details section gives you information forthe web thickness, depths, cuts, lengths andplasma angles.

Additional information for the Web layout may befound in the Manufacturing Reference Manual,see MR-02

WEB LAYOUT

PLASMA COORDINATES & ANGLE OF CORNERS


7. This section states the Flange Outside size, width,length, and hole locations if applicable. The defaulthole size is 9/16", if the hole is a different size than9/16", the size is in parentheses Sample: (0.81) =13/16" diameter.

In this example, additional weld is required.3/16" Fillet - 2 Sided - no length - no pitch

2 Sided Fillet Weld

2 Sided Fillet Weld w/ Length & Pitch


8. This section states the Flange Inside size, width,length, and hole locations if applicable. Thedefault hole size is 9/16", if the hole is a differentsize than 9/16", the size is in parenthesesSample: (0.81) = 13/16" diameter.

FLANGE WORK POINTS


9. The Shop Attached Parts section is additionalparts that are attached to the main part, whichincludes a Web, Flange Outside and FlangeInside.

10. This Plate is number 1 as a Shop Attached Partand is BPB080313. Listed is a Quantity, andalso the Size (thickness, width and length).

Out-dim hole is a web dimension, the locationof the first hole from the inside of the FlangeOutside.

The weld to -> represents the welds that arerequired to weld the plate on.

Refer to WS-P-01 through WS-P-17 in theManufacturing Reference Manual.


11. This section is for Shop Attached Parts.

This Flange Special (if applicable) is number 2 asa Shop Attached Part and is FS1. Listed, are aQuantity, and the Size (thickness, width andlength).

The Holes on a Flange Special are dimensionedfrom the Flange Inside side/ coming from thelocation of the Splice Plate. The hole size is inparentheses Sample: (0.81) = 13/16" diameter.

Note: All Shop Attached parts have a numberattached to them. This example the “2” on 2-FSwill be located on the drawing of the FSD showingthe location.


12. This Plate is number 3, a Shop Attached Partand is a 005SP060032004. Listed are aQuantity, and Size (thickness, width andlength).

Out-dim hole is a web dimension, the locationof the first hole from the inside of the FlangeOutside or Flange Special. A negative out-dimhole is also measured from the inside of theFlange Outside or Flange Special.

Refer to WS-P-01 through WS-P-17 in theManufacturing Reference Manual.

OUT is used for orientating plates toward theoutside flange.

In this mark number 005SP060032004,005 is a counterSP is a Special Plate060 is 06 0/8" wide03 is 0 3/8" thick2004 is 2'-0 4/8"


13. The Stiffener numbers 4 & 6 are located alongthe FO, Stiffener 6 has a special angle of 85degrees.

14. Clips can be located to the Centerline of a Holeshown on 8-4MZE0400410000002B. This ispreferred by manufacturing.

If the clip does not have holes or if difficult formanufacturing to locate to the centerline of thehole, you can locate the clip to the 1st edge, asshown on 5-3KC0700070.

Both of these clips are located Vertically andrequire an Out Dim A to locate the clip from theEdge of the Web to the Edge of the Clip.

15. Stiffeners can be located on Either Side asshown on 7-WS2006180. The stiffener will beshown on both sides of the assembly but willonly be located on one side.

16. 9-BR1 is a plate used to strengthen the FlangeExtension.


Frames - Top of Endpost

Top of Endpost· Design Report

Top of Post Summary is located after the flange brace summary.Conditions are: Std (Standard), C Req (C reinforcement required), Stub (stub / other method is needed).The Edit Check and Frame Design Report will indicate when the designed/detailed stub post is in-adequate.

· Purlin < 6" of Endpost.o All Purlins < 6" from the Endpost will have Flange Braces.o (2) Washers will be used at the Flange Brace to Purlin connection.o Purlins < 1 1/4" of the P&B Endpost, the S2 is replaced with a WSF (P&B) or an FBC2 is added (Full Frame).o Purlins > 1 1/4" & < 3 1/8" of the P&B Endpost, WSF (P&B) or FBC2 (Full Frame) is added 3 1/8" from the Endpost.o Purlins > 3 1/8" & < 6" of S2, standard connections to FI will be detailed (Holes or FBC2).o Composite Purlins (the extra purlin) may also have Flange Braces if req'd by Vision Design checks.o If an Endpost Bracket is required by design, clips will connect the bracket to the rafter; a JCP may be added if req'd.

The clip in the Rafter has vertical slots to accommodate Full Frame (FFC) conditions or P&B endpost connections.Detailer to delete extra Flange Brace and the Flange Brace Holes in FI.

Purlins < 1 1/4" of the Endpost Purlins > 1 1/4" & < 3 1/8" of the Endpost

Purlin near a BracketJCP used if >7" from Bracket to Rafter

Purlin near a BracketJCP not used if <7" from Bracket to Rafter


· Purlin > 6" of Endpost.o Purlins on both sides of the Endpost will be Flange Braced, attached to a WSF.o (2) Washers will be used at the Flange Brace to Purlin connectiono Composite Purlins will also have Flange Braces.o A ship loose reinforcement Cee (CRA) may be detailed if required by design.o An Endpost Bracket may be required by design.

Flange Braces must remain, however, JCP clips must be removed if present.

Flange Braces both sides of Endpost P&B w/ Cap Channel

Bracket w/ Connector Plate(At Full Frame Endposts the Connector Plate will

flex enough for this connection, per AE)Full Frame Endpost

w/ Cap Channel & Ship Loose FFC Clip

· Another option that Vision may use is to add JCP on the Purlin to improve the Flange Brace to Purlin Bolt Bearing.

JCP

· Refer to the PnP (section 3.3.1) for more specification on these product enhancements.


Top of Endpost Limitations· Brackets at Open Web, Bar Joists or WideBay are not fully automated or defined in this version.· Bracing Struts (Tube or Face to Face) at Brackets will not be adjusted or connected to the bracket FI automatically.· Bent Reinforcement Bar and Brackets at the Ridge are not automated in this version.· Bent Reinforcement Bar at a Turned Interior Column (Near a Bent Inside Flange) is not in this version.· P&B w/ Connector Plate & Reinforcement Bar is not in this version.· However, there are new SED's for some of these connections that match the Design Manual.

P&B Ridge w/ Bent FI Reinforcement Bar P&B Ridge w/ Bracket & Connector Plate

Turned Interior Column w/ Bent FIReinforcement Bar

(Near a Bent Inside Flange)

Connector Plate & FO Reinforcement Bar

Frame Member Data - Warehouse Tab· Parts for Top of Endpost beef-up.· System generated only, cannot be user input or revised.· To revise - Delete from Warehouse parts and add a Cee in Secondary or X -Drawing.


Frame Member Data

Frame Member Data - InformationFile Name: Training 01 - Box

Lesson 1 - Revise the Web Thickness

Wall:Frame Line:

ID:Web Thick:

42Member 10.25

· This is the only screen where the Web Thickness can be revised.

Lesson 2 - Revise the Depth at End 1 - FL 2, ID 1

Wall:Frame Line:

ID:Depth 1:

42Member 1Match Depth 2 (40")

· After revising the Depth 1, OK back to the tree and view the results.

Lesson 3 - Insert a Member (Split the Web / Flanges at a location) - FL 2, ID 1

Wall:Frame Line:

ID:Location:

42Member 110'-6"

· After inserting the New Member, OK back to the tree and view the results.· The Member ID's are now revised for this Frame Line.


Lesson 4 - Revise the Depth at End 1 - FL 2, ID 1

Wall:Frame Line:

ID:Depth 1:

42Member 112"

· After Revising the Column, OK back to the tree and view the results.

Lesson 5 - Revise the Shop Slices to Bolting Plates - FL 2, ID 1 & 2

Wall:Frame Line:

ID:Splice 2:

ID:Splice 1

42Member 1Bolting PlateMember 2Bolting Plate

· After revising the Shop Splices to Bolting Plates, the Properties for each Member now have "New Plates".

Frame Member Data - Properties - Member Flanges and Plates

Lesson 6 - Revise the New Plates to 3B Plates - FL 2, ID 1 & 2, Properties

Wall:Frame Line:

ID:Row 2:

Adjust 1:Weld to FO:Weld to FI:

Weld to Web:

42Member 1New Plate = 3B060441043 3/4" Bolts Width = 6" Thickness = 1/2" Length = 3'-5" 4 Rows Out, 3 Rows In0.53/16" Fillet, Both Sides3/16" Fillet, Both Sides3/16" Fillet, One Side

ID:Row 4:

Adjust 1:Weld to FO:Weld to FI:

Weld to Web:

Member 2New Plate = 3B0604410430.53/16" Fillet, Both Sides3/16" Fillet, Both Sides3/16" Fillet, One Side

· After revising the Shop Splices to Bolting Plates, look at the Frame Mark Numbers.


Frame Member Data - Properties - Member Geometry

Lesson 7 - Shorten a Column and Locate it Above the Finished Floor - FL 4, ID 1, Properties

Wall:Frame Line:

ID:Length:

Along Length:

44Member 1-1'-0"1'-0"

Frame Member Data - Properties - Bolting Plates

Lesson 8 - Remove Gussets - FL 4, ID 2 & 7, Properties

Wall:Frame Line:

ID:Knee Plate:Connection:

442 & 7Moment Outside Flange33 and fix Thickness asrequired.


Lesson 9 - Revise the Haunch Plates to Flush - FL 5, ID 1 & 2, Properties

Wall:Frame Line:

ID:Knee Plate:

Connection:

Plate Offset:

45Member 1Adjacent Member 2(automatically updated)Moment Outside Flange13 and fix Thickness asrequired.0"

· After revising the Bolting Plates, look at the Welds.


BracingDiagonal Bracing:Rods3/8" - 1 1/2"

Rod backing plates maybe required by design.

Rod Slot w/ Hillside Washer Connection3/8" - 1 1/8" Rods

Clevis Connection3/8" - 1 1/2" Rods

Rods to Floor (RBA)

Minimum 2/3 of a bay.

Bracing Mark Number Codes:Rod Base Part Mask Mask Units

Thread Both Ends RS DD RS LLLL i e RS f f i iThread One End, Clevis One End RT DD RT LLLL i e RT f f i iClevis Both Ends w/Turnbuckle RU DD RU LLLL i e RU f f i i

D = Diameter Code f f = FeetL = Length i i = Inches

e = Eighths

Rod Length Calculation:Rod Slot Add 4" past slotClevis Center of the hole

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Welded%20Assemblies/RBA.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Bracing/Rods/RS.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Bracing/Rods/RT.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Bracing/Rods/RU.dwf


Rod Hardware:

Code Diameter HexNuts

1 - FlatWasher

2 - FlatWasher

HillsideWasher Clevis Pin Turnbuckle Coupling

Nut03 3/8" 095321 096408 46040 043657 097572 1 1/4" 097574 4703904 1/2" 095230 095872 095946 043657 097573 1 1/4" 095271 4712205 5/8" 095233 095945 095946 043657 095277 1 1/4" 095046 4761006 3/4" 095235 095946 095948 043658 095278 1 1/4" 095047 4775807 7/8" 095237 095947 095948 043658 095279 1 1/4" 095048 4778410 1" 095238 095948 095949 043659 095280 1 1/4" 095272 4789011 1 1/8" 095239 095949 095949 043659 095281 1 1/4" 095273 4791512 1 1/4" n/a n/a n/a n/a 095282 1 1/4" 095274 4690613 1 3/8" n/a n/a n/a n/a 097593 1 1/2" 095873 4789414 1 1/2" n/a n/a n/a n/a 097594 1 1/2" 095275 47895

Note: 1 3/8" & 1 1/2" cannot be used with Open Web frames.Commonly used Square Washer (SQW) sizes for Clevises:Rod Size Part Number3/8” – 1 1/4" SQW53581 3/8” – 1 1/2" SQW6469

Diagonal Angle Bracing:Welded Angle Bracing (BA)01BA03BA04BA06BA09BA11BA10BA12BA13BA14BA15BA16BA

2" x 2" x 3/16"2" x 2" x 1/4"3" x 3" x 3/16"3" x 3" x 1/4"3" x 3" x 5/16"3" x 3" x 3/8"4" x 4" x 1/4"4" x 4" x 5/16"4" x 4" x 3/8"4" x 4" x 1/2"6" x 4" x 1/2"6" x 4" x 5/8"

Bolts for erectiononly, field welding isreq'd.

Bolted Angle Bracing (BAB)06BAB09BAB12BAB13BAB14BAB15BAB16BAB17BAB18BAB19BAB

2" x 2" x 3/16"2" x 2" x 1/4"3" x 3" x 3/16"3" x 3" x 1/4"3" x 3" x 5/16"3" x 3" x 3/8"4" x 4" x 1/4"4" x 4" x 5/16"4" x 4" x 3/8"4" x 4" x 1/2"

(2) 1" x 3 1/2" A325(2) 1" x 3 1/2" A325(3) 1" x 3 1/2" A325(3) 1" x 3 1/2" A325(4) 1" x 3 1/2" A325(6) 1" x 3 1/2" A325(4) 1" x 3 1/2" A325(6) 1" x 3 1/2" A325(6) 1" x 3 1/2" A325(6) 1" x 2 3/4" A490

Bracing Mark Number Codes:Rod / Angle Base Part Mask Mask Units

Welded Angle Bracing BA AA BA LLLLL c c BA f f i i eBolted Angle Bracing BAB AA BAB LLLLL c c BAB f f i i e

A = Angle Code f f = FeetL = Length i i = Inches

e = Eighthsc = Size Code

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Buyout%20Drawings/BlueScope/BS.3.180.dwf











http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Flat%20Clips%20and%20Plates/SQW.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Bracing/Bracing%20Misc/-BA.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Bracing/Bracing%20Misc/-BAB.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Bracing/Bracing%20Misc/-BA.dwf


Portal Braces:Beam in Purlin Line- 3 Plate Beam- Bolted to Flange- KBD Angles- Support Strut (00007J-)

- 20'-0" Max Eave Height- 30'-0" Max Bay- Not available in

Canada at this time

Support Strut

Beam in Haunch(Shear Tab / Clip)- 3 Plate Beam- Bolted to Flange- KBD Angles

Beam in Haunch(Bolted)- 3 Plate Beam- Bolted to Flange- KBD Angles

Limitations:- Maximum eave height = 20'-0".- Clearance issues at angles with Door Tracks may need to be addressed.


PortalFrames:Standard8" From Portal FrameColumn Flange to MainFrame Web.

Flush1/2" From Portal FrameColumn Flange to MainFrame Web.

Fixed Base Windpost:Standard11 1/2" From WindpostFrame Column Flangeto Main Frame Web.

Note: Rod connections may vary per condition.


Bracing Struts:Face to Face Cee- 8 1/2" Cee BSA, BSB, BSD- 10" Cee BSE, BSF, BSG- 14 & 11 Gage

Note: Connections may vary per condition.3 Plate Strut

Note: Connections may vary per condition.Tube (Hot Rolled)- HBA - HBJ- LSA - LSJ- 4" x 4" - 10" x 10"

Note: Connections may vary per condition.


SoldierColumn/KingPostwithWindStruts/IntermediateSidewallColumnwithKingPost:PurlinsSingle Cee· TBG· 8 1/2" Cee· 11 Gage· RWF Brace Clip

Bracing Near Flange OutsideBar JoistWideBayTruss PurlinDouble Angle· TBA· 4” x 4” x 1/4"· 16MDB

Bracing Near Flange Outside

Bracing Below Bar Joist / WideBay / Truss Purlin


SecondaryStandard Shapes:Zee7'' , 8 1/2'', 10", 11 1/2"

Notes:· 7" Purlins not allowed with

floating roofs.

Cee7'' , 8 1/2'', 10", 11 1/2"


floating roofs.

Eave Purlin7'' , 8 1/2'', 10", 11 1/2"


floating roofs.

Back to Back Cee (Galvanized)8 1/2'', 10"17 - 11 GageFace to Face Cee (Primer)8 1/2'', 10"14 & 11 GageFace to Back Cee (Primer)8 1/2'', 10"14 & 11 GageTruss Purlin2 1/2" & 8 1/2" Seat Depth1'-8 1/2" & 2'-5 1/2" Depths

Notes:· Truss Purlins must be used

with floating roofs.Bar JoistBuyoutFloating Roof (typical) 5" Seat Depth SSJ 3 1/2" Gage, 1/2" Bolts LSJ 4" Gage, 3/4" BoltsMezzanine (typical) 2 1/2" Seat Depth

· Notes: Bar Joist must be usedwith floating roofs.


Standard Mark Numbers:0 8 Z 2 3 0 5 4 1 5 A 1 0 0d d s f f i i e g g a a h h p_ _ _ _ _ _ _ _ _ _ _ _ _ _ _| | | | | | | | | | | | | | || | | + + + + + | | | | | | + - Pitch ("E" & "H" Shapes Only)| | | | | | | | | + - - Outside Flange Hole Codes| | | | | | | | + - - - Standard Holes| | | | | | | + - - - - Adjustment Code 2| | | | | | + - - - - - Adjustment Code 1| | | | + + - - - - - - Thickness| | | + - - - - - - - - - - Length| | + - - - - - - - - - - - - - Shape+ + - - - - - - - - - - - - - - Depth

Depth Adjustment Codes Standard Holes07 = 7" 1 = 11 3/4" (10 1/2" Lap) 0 = Frame / Flange Brace08 = 8 1/2" 2 = 1'-5 3/4" (1'-4 1/2" Lap) 1 = Inset Notch / Frame / FB10 = 10" 3 = 1'-11 3/4" (1'-10 1/2" Lap) 2 = End Holes Only11 = 11 1/2" 4 = 2'-11 3/4" (2'-10 1/2" Lap) 3 = (Not Available)

5 = 3'-11 3/4" (3'-10 1/2" Lap) A = Frame / FB / (2) Key HolesShape A = 11 3/4" From CL of Purlin @ 4'-9"Z = Zee B = 5 3/4" B = Frame / FB / (4) Key HolesC = Cee C = 0" From CL of Purlin @ Varies, 4'-9", VariesE = Low Eave Strut D = -1/4" C = Frame / FB / (2) Key HolesH = High Eave Strut E = -1 1/4" From CL of Purlin @ 6'-9"

F = -2 1/4" D = Frame / FB / (4) Key HolesThickness G = -3 1/4" From CL of Purlin @ Varies, 6'-9", Varies17 = 0.060 H = -3 3/4"16 = 0.068 J = -4 1/4 Outside Flange Hole Codes15 = 0.073 K = -5 1/4" 0 = No Optional Holes14 = 0.079 L = -6 1/4" 1 = Gable Angle Hole Only13 = 0.088 M = -7 1/4" 2 = Panel Holes Only12 = 0.098 N = -8 1/4" 3 = Gable Angle & Panel Holes11 = 0.113 P = -8 3/4"

Q = -9 1/4" Pitch ("E" & "H" Shapes Only)R = -10 1/4" 0 = 1/2:12S = -11 1/4" 1 = 1:12T = -11 3/4" 2 = 2:12U = -12 1/4" 3 = 3:12V = 1'-2 3/4" 4 = 4:12

Note 1: If Lap Adjustment Codes are used on both ends, the codes must match (11, 22, 33, 44, or 55).Note 2: Any other combination of the Adjustment Codes must be in alpha / numeric order (A1, C3, BC…).Note 3: Outside Flange Hole Codes 2 and 3 are only allowed on parts that the length +1/2" is equally

divisible by 3". Exception: Inset girts require the part length +2 1/2" is equally divisible by 3".


Special Mark Numbers:0 0 1 0 8 Z S 1 2 0 2 0 1 7 0 0c c c d d s s f f i i e g g h h p_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _| | | | | | | | | | | | | | | | |+ + + | | | | + + + + + | | | | + Pitch ("ES" & "HS" Shapes Only)

| | | | | | | | | + - Outside Flange Hole Codes| | | | | | | | + - - Standard Holes| | | | | | + + - - - Thickness| | | | | + - - - - - - - Length| | | + + - - - - - - - - - - Shape| + + - - - - - - - - - - - - Depth+ - - - - - - - - - - - - - - - Counter

Depth Codes Depth Codes Depth Codes07 = 7" 08 = 8 1/2" 08 = 8 1/2"08 = 8 1/2" 10 = 10" 10 = 10"10 = 10"11 = 11 1/2"

Shape Shape ShapeZS = Zee BB = Back to Back Cee FB = Face to Back CeeCS = Cee FF = Face to Face CeeES = Low Eave StrutHS = High Eave Strut

Thickness Thickness Thickness17 = 0.060 17 = 0.060 14 = 0.07916 = 0.068 16 = 0.068 11 = 0.11315 = 0.073 15 = 0.07314 = 0.079 14 = 0.07913 = 0.088 13 = 0.08812 = 0.098 12 = 0.09811 = 0.113 11 = 0.113Standard Holes Outside Flange Hole Codes Pitch ("E" & "H")0 = Frame / Flange Brace 0 = No Optional Holes 0 = 1/2:121 = Inset Notch / Frame / FB 1 = Gable Angle Hole Only 1 = 1:122 = End Holes Only 2 = Panel Holes Only 2 = 2:123 = No Holes 3 = Gable Angle & Panel Holes 3 = 3:12A = Frame / FB / (2) Key Holes 4 = 4:12From CL of Purlin @ 4'-9"B = Frame / FB / (4) Key HolesFrom CL of Purlin @ Varies, 4'-9", VariesC = Frame / FB / (2) Key HolesFrom CL of Purlin @ 6'-9"D = Frame / FB / (4) Key HolesFrom CL of Purlin @ Varies, 6'-9", VariesNote 1: FF, FB, and BB Cee's cannot have panel punching (Outside Flange Hole Codes cannot = 2 or 3).Note 2: Cee & Zee Shapes can have a Standard Hole Code = 3 (No Holes). Example: 00108ZS191141730


Jambs & Headers:0 0 1 0 8 J S 1 2 0 2 0 1 7c c c d d s s f f i i e g g_ _ _ _ _ _ _ _ _ _ _ _ _ _| | | | | | | + + + + + | |+ + + | | | | | + + - - - Thickness

| | | | | + - - - - - - - Length| | | + + - - - - - - - - - - Shape| + + - - - - - - - - - - - - Depth+ - - - - - - - - - - - - - - - Counter

Single Cee Depth Double Cee Depth07 = 7" 08 = 8 1/2"08 = 8 1/2" 10 = 10"10 = 10"11 = 11 1/2"

Shape ShapeJS = Jamb / Header / Sill DS = Jamb / Header / Sill

Thickness Thickness17 = 0.060 14 = 0.07916 = 0.068 11 = 0.11315 = 0.07314 = 0.07913 = 0.08812 = 0.09811 = 0.113

Note 1: Jambs are not punched symmetrically.Note 2: Headers and Sills are punched symmetrically.

ProductReference-SecondarySections/PunchPatternsZee and Cee Punch Patterns:




Depth = 7"Z Leg = 2 1/4"C Leg = 2 3/8"

17 Gage (0.060)15 Gage (0.073)12 Gage (0.098)11 Gage (0.113)

Depth = 8 1/2''Z Leg = 2 1/2"C Leg = 2 5/8"

17 Gage (0.060)16 Gage (0.068)15 Gage (0.073)14 Gage (0.079)13 Gage (0.088)12 Gage (0.098)11 Gage (0.113)

Depth = 10''Z Leg = 2 3/4"C Leg = 2 7/8"


Depth = 11 1/2''Z Leg = 3 1/2"C Leg = 3 5/8"



Eave Strut Punch Patterns:

Depth = 7"Leg = 3 1/4"


Depth = 8 1/2''Leg = 3 1/2"


Depth = 10''Leg = 3"


Depth = 11 1/2''Leg = 3 1/2"



Door Header Channel:

D H C 1 2 0 0 0 1 7s s s f f i i e g g_ _ _ _ _ _ _ _ _ _| | | + + + + + | | 7" DHA+ + + | + + - - - Thickness 17 Only 8 1/2" DHC | + - - - - - - - Length 10" DHD + - - - - - - - - - - - Shape 11 1/2" DHE

Liner Door Header:

L D C 1 2 0 0 0 1 6s s s f f i i e g g_ _ _ _ _ _ _ _ _ _| | | + + + + + | | 7" LDA+ + + | + + - - - Thickness 8 1/2" LDC | + - - - - - - - Length 10" LDD + - - - - - - - - - - - Shape 11 1/2" LDE

Depth = 7"


Depth = 8 1/2''


Depth = 10''


Depth = 11 1/2''



Product Reference - Secondary Punch LocationsEnd Bay Punch Locations:

End FrameActual Length = Building Line - 1/4"

All Endwall Girts Flush & Inset7" & 8 1/2" Endwall Girts Outset / Bypass

10" & 11 1/2" Endwall Girts Outset / Bypass

BL to CL = 6"BL to CL = 1'-0"BL to CL = 1'-3"

(Sec Adj Code = B)(Sec Adj Code = A)(Sec Adj Code = V)

Punch from the End of the Secondary1 1/4" End Holes

From Frame Centerline0"

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

Frame ConnectionFlange BraceFlange BraceFlange Brace

From Secondary EndBL to CL = 6"

1 1/4"5 3/4"

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

BL to CL = 1'-0"1 1/4"11 3/4"

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

BL to CL = 1'-3"1 1/4"

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

UsageEnd Holes

Frame Connection ClipFlange BraceFlange BraceFlange Brace


Inset Punch Locations:

Inset Frame (1 5/8" Frame Offset)(Secondary Adjustment Code = E)Actual Length = Frame CL - 1 1/4"

Limitations:8 1/2" & 10" Girts

Max Flange Width = 1'-2"Max Flange Thickness = 7/8"

From Secondary End1 1/4"

1'-9 1/4"2'-9 1/4"3'-9 1/4"

From Frame CL2 1/2"

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

UsageFrame Connection Clip

Flange BraceFlange BraceFlange Brace

Special Set Punch Locations:

Special Set FrameActual Length

5" - 6" Flange Width = Frame CL - 3 1/4" (Sec Adj Code = G)7" - 12" Flange Width = Frame CL - 6 1/4" (Sec Adj Code = L)

13" - 16" Flange Width = Frame CL - 9 1/4" (Sec Adj Code = Q)

From Frame CenterlineSec Adj (3 1/4", 6 1/4", or 9 1/4") + 1 1/4"

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

Frame Connection ClipFlange BraceFlange BraceFlange Brace

From Secondary End5" - 6" Flange Width

1 1/4"1'-7 1/4"2'-7 1/4"3'-7 1/4"

7" - 12" Flange Width1 1/4"

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

13" - 16" Flange Width1 1/4"

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




Simple Butted Punch Locations:Note: Typically used on Walls only.

Simple Butted(Secondary Adjustment Code = D)

Actual Length = Frame CL -1/4"


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

From Frame CL1 1/2"

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



Simple Lap Punch Locations:Note: Typically used on Roofs only.

Simple - Lap(Secondary Adjustment Code = B)Actual Length = Frame CL + 5 3/4"

From Secondary End1 1/4"5 3/4"

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

From Frame CL4 1/2"

0"1'-10 1/2"2'-10 1/2"3'-10 1/2"

UsageEnd Holes

Frame ConnectionFlange BraceFlange BraceFlange Brace


Outset Continuous / Bypass Interior Bay Punch Locations:

10 1/2" Lap(Secondary Adjustment Code = 1)

Actual Length = Frame CL + 11 3/4"

From Secondary End1 1/4"11 3/4"

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

From Frame CL10 1/2"

0"10 1/2"1'-4 1/2"1'-10 1/2"2'-10 1/2"3'-10 1/2"

UsageLap

Frame ConnectionLapLap

Lap & Flange BraceLap & Flange BraceLap & Flange Brace

1'-4 1/2" Lap(Secondary Adjustment Code = 2)

Actual Length = Frame CL + 1'-5 3/4"


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

From Frame CL1'-4 1/2"

0"10 1/2"1'-4 1/2"1'-10 1/2"2'-10 1/2"3'-10 1/2"

UsageLap

Frame ConnectionLapLap






1'-11 3/4"2'-10 1/4"3'-4 1/4"3'-10 1/4"4'-10 1/4"5'-10 1/4"

From Frame CL1'-10 1/2"

0"10 1/2"1'-4 1/2"1'-10 1/2"2'-10 1/2"3'-10 1/2"

UsageLap & Flange BraceFrame Connection

LapLap





1'-1 1/4"2'-11 3/4"3'-10 1/4"4'-4 1/4"4'-10 1/4"5'-10 1/4"6'-10 1/4"

From Frame CL2'-10 1/2"1'-10 1/2"

0"10 1/2"1'-4 1/2"1'-10 1/2"2'-10 1/2"3'-10 1/2"

UsageLap & Flange Brace

LapFrame Connection

LapLap






1'-1 1/4"2'-1 1/4

3'-11 3/4"4'-10 1/4"5'-4 1/4"5'-10 1/4"6'-10 1/4"7'-10 1/4"

From Frame CL3'-10 1/2"2'-10 1/2"1'-10 1/2"

0"10 1/2"1'-4 1/2"1'-10 1/2"2'-10 1/2"3'-10 1/2"

UsageLap & Flange BraceLap & Flange Brace

LapFrame Connection

LapLap



Framed Opening Punch Locations:

Girt to JambActual Length =

At a 7" Jamb - 3 1/4"At a 8 1/2" Jamb - 3 1/4"At a 10" Jamb - 3 1/4"

At a 11 1/2" Jamb - 6 1/4"


Jamb to Jamb Support GirtActual Length =

At a 7" Jamb Support Girt - 3 3/4"At a 8 1/2" Jamb Support Girt - 3 3/4"At a 10" Jamb Support Girt - 3 3/4"

At a 11 1/2" Jamb Support Girt - 4 3/4"


Jamb to Jamb Support GirtActual Length = Jamb Support Girt - 1/4"



Jamb to FloorActual Length = Jamb +/- 0"


Header to JambActual Length = Header +/- 0"



ProductReference-SecondaryDetailsCommonly Used Standard Erection Details (SED's) Samples:(These are samples for training only, they may be revised without this document being updated)

Purlin Connections:10 1/2" Lap Adjustment =

1'-4 1/2" Lap Adjustment =1'-10 1/2" Lap Adjustment =2'-10 1/2" Lap Adjustment =3'-10 1/2" Lap Adjustment =

Purlin Flange Holes =Welded Clip =Bolted Clip =

Special Welded Clip =Welded Anti Roll Clip =Bolted Anti Roll Clip =

1/2" x 1 1/2" Bolts =

Frame CL + 11 3/4"Frame CL + 1'-5 3/4"Frame CL + 1'-11 3/4"Frame CL + 2'-11 3/4"Frame CL + 3'-11 3/4"

n/aGC1PG1GCA------EPC2, EPC3, PC4, PC5PC27, ARC1, PC4, PC5

(2) 49080, Frame(+4) 49080, 7" & 8 1/2" Lap(+6) 49080, 10" & 11 1/2" Lap(+2) 49080, Welded Anti Roll(+4) 49080, Bolted Anti Roll

Continuous / Bypass Purlin to Interior Rafter (RS01T1) & (Anti Roll - RS03J1)7" & 8 1/2" = 10 1/2", 1'-4 1/2", 1'-10 1/2", 2'-10 1/2", 3'-10 1/2" Laps

10" = 1'-4 1/2", 1'-10 1/2", 2'-10 1/2", 3'-10 1/2" Laps11 1/2" = 1'-10 1/2", 2'-10 1/2", 3'-10 1/2" Laps

Purlin Adjustment =

All Endwall GirtsFlush & Inset, BL to CL =

7" & 8 1/2" Endwall GirtsOutset / Bypass, BL to CL =

10" & 11 1/2" Endwall GirtsOutset / Bypass, BL to CL =



1/2" x 1 1/2" Bolts =

BL - 1/4"

6"

1'-0"

1'-3"


(2) 49080, Frame(+2) 49080, Welded Anti Roll(+4) 49080, Bolted Anti Roll

Continuous / Bypass Purlin to Endbay Rafter (RS02T1) & (Anti Roll - RS03J1)Purlin Adjustment =



1/2" x 1 1/2" Bolts =

Frame CL + 5 3/4"


(2) 49080, Frame(+2) 49080, 7" & 8 1/2" Lap(+3) 49080, 10" & 11 1/2" Lap(+2) 49080, Welded Anti Roll(+4) 49080, Bolted Anti Roll

Simple Lap Purlin to Interior Rafter (RS01TC) & (Anti Roll - RS03J1)


Purlins at Hips, Valleys, or Skews:

Purlin Adjustment =

Symmetrical Clip =Left Clip =

Right Clip =

Sym - 1/2" x 1 1/2" Bolts =L/R - 1/2" x 1 1/2" Bolts =

Purlin Edge to CL - 1/4"

HCSX-HCLSX- or HCLDX-HCRSX- or HRLDX-

(6) 49080(4) 49080

Purlin to Hip Rafter (RS70A4)

Purlin Adjustment =

Symmetrical Clip =Left Clip =

Right Clip =

Sym - 1/2" x 1 1/2" Bolts =L/R - 1/2" x 1 1/2" Bolts =

Purlin Edge to CL - 1/4"

VCSX-VCLSX- or VCLDX-VCRSX- or VRLDX-

(6) 49080(4) 49080

Purlin to Valley Rafter (RS71A4)

Purlin Adjustment =Left Clip =

Right Clip =

L/R - 1/2" x 1 1/2" Bolts =

Purlin Edge to BL - 1/4"VCLSX- or VCLDX-VCRSX- or VRLDX-

(4) 49080

Purlin to Skew Rafter


Eave Struts <= 4:12:

Eave Strut Adjustment =

1/2" x 1 1/2" Bolts =

Eave Strut Brace Strap =

Screw Bolts / Nuts =

1/2" x 1 1/4" Thin Head Bolts =

NOT SHOWN…Eave Strut Shim Plate >2:12 =

Eave Attachment Plate =

Frame CL - 1/4"

(2) 49080

ESBS1

(1) 097352

(4) 096636

NOT SHOWN…ESH-EAP1 (if req'd)

Interior Rafter, Continuous / Bypass Girts (RS12PA)(Low Eave Shown, High Eave Similar)


Flange Outside Adjustment =

1/2" x 1 1/2" Bolts =






Frame CL - 1/4"

Rafter Flange - 1 1/2"

(2) 49080

ESBS1

(1) 097352

(4) 096636


Interior Rafter, Inset Girts (RS12PA)(Low Eave Shown, High Eave Similar)


Flange Outside Adjustment =

1/2" x 1 1/2" Bolts =






Frame CL - 1/4"

Rafter Flange - 1 1/2"

(2) 49080

ESBS1

(1) 097352

(4) 096636


Interior Rafter, Flush Girts (RS12PA)(Low Eave Shown, High Eave Similar)



1/2" x 1 1/2" Bolts =



Frame CL - 1/4"

(8) 49080 (Interior Bay)(6) 49080 (End Bay)

EAP1 (Interior Bay)EAP2 (End Bay)

NOT SHOWN…ESH-

Interior Rafter with Strut Reinforcing Plate, Continuous / Bypass Girts (RS12PE) & (RS12PF)(Low Eave Shown, High Eave Similar)


1/2" x 1 1/2" Bolts =



BL - 1/4"

(2) 49080


End Bay Rafter, Continuous / Bypass Girts (RS12PH)(Low Eave Shown, High Eave Similar)


1/2" x 1 1/2" Bolts =



BL - 1/4"

(2) 49080


End Bay Rafter, Inset / Flush Girts (RS12PH)(Low Eave Shown, High Eave Similar)


Limitations:1) If the flange is pulled back so that it’s notextending past the BL, the clip disappearsgraphically, although the clip is still in frames data.2) Cannot pick an existing clip and insert at a newlocation; Not a valid Part Mark3) User created clips do not show up graphicallywhen inserted on the frame and the frame holes arenot located correctly for the user clip.

Dim L locates the holes in the base of the clip foradditional adjustments.

Hip Rafter

(Low Eave Shown, High Eave Similar)

Note: Other clip conditions may be used.


Eave Connections > 4:12 :

Low Eave High Eave

Field Attached Gage Angle =

Structural Fasteners

GAC-----

1'-0" O.C.

Low Eave & High Eave > 4:12 (Under Construction)

Eave Connections to Column Bracket :

Bolted Brackets7" Strut =

8 1/2" Strut =10" Strut =

11 1/2" Strut =

Welded Bracket7" Strut =

8 1/2" Strut =10" Strut =

11 1/2" Strut =

Bolted Bracket to Column1/2" x 1 1/2" Bolts =

Eave Strut to Bracket1/2" x 1 1/2" Bolts =

BEGA-BEGB-BEGC-BEGD-

FEGA-FEGB-FEGC-FEGD-

(4) 49080

(2) 49080

Low Eave Strut Bracket <= 4:12

Bolted Bracket =Welded Bracket =

Bolted Bracket to Column1/2" x 1 1/2" Bolts =

Eave Purlin to Bracket1/2" x 1 1/2" Bolts =

BEG--FEG-

(4) 49080

(2) 49080

Low Eave Purlin Bracket > 4:12


Clips =

Cee Purlin Adjustment =

1/2" x 1 1/2" Bolts =

(2) PG1

Frame CL - 1/4"

(6) 49080

Piggyback Canopy at the End of the CanopyLow Eave (RS11S4) & High Eave (RS11T4)

Note: Use a Cee Purlin, not an Eave Strut


2 Bolts - Welded Clip =1/2" x 1 1/4" Thin Head Bolts =

5" - 6" Flange Width =Frame CL - 3 1/4" (Code = G)

7" - 12" Flange Width =Frame CL - 6 1/4" (Code = L)

13" - 16" Flange Width =Frame CL - 9 1/4" (Code = Q)

GCB------(2) 096636

Piggyback Canopy at the Main BuildingLow Eave (RS11S4) & High Eave (RS11T4)


2 Bolts - Welded Clip =4 Bolts - Bolted Clip =

1/2" x 1 1/2" Bolts =




GCB------GCE------

(2) or (4) 49080

Piggyback Canopy at the Interior PurlinsLow Eave (RS11S4) & High Eave (RS11T4)


Girt Connections:

Outset Girts: top

Welded Clip(WS01G3)

Clip =Special Clip =

1/2" x 1 1/2" Bolts =

GC1GCA-

Welded (6) 49080

Bolted Clip

3 Plate Column Clip =3 Plate Special Clip =Gage Column Clip =

1/2" x 1 1/2" Bolts =

PG1GCD-GCW1

Bolted (8) 49080

3 Plate ColumnGage Column

(WS01G3)(WS02B3)

7" Outset Continuous / Bypass Girt to Colum10 1/2" Lap Adjustment =



(Code = 1)(Code = 2)(Code = 3)(Code = 4)(Code = 5)

8 1/2" Outset Continuous / Bypass Girt to Column10 1/2" Lap Adjustment =



(Code = 1)(Code = 2)(Code = 3)(Code = 4)(Code = 5)

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS01G3.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Flat%20Clips%20and%20Plates/GC1.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Flat%20Clips%20and%20Plates/GCA.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Bent%20Clips/PG1.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Bent%20Clips/GCD.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Bent%20Clips/GCW1.dwf


http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS02B3.dwf


Welded Clip(WS01V3)

Clip =Special Clip =

1/2" x 1 1/2" Bolts =

GCA- (1/4" thick)GCA-

Welded (8) 49080

Bolted Clip

3 Plate Column Clip =3 Plate Special Clip =Gage Column Clip =

1/2" x 1 1/2" Bolts =

GCD- (1/4" thick)GCD-GCW1

Bolted (10) 49080


(WS01V3)(WS02L3)

10" Outset Continuous / Bypass Girt to Column1'-4 1/2" Lap Adjustment =

1'-10 1/2" Lap Adjustment =2'-10 1/2" Lap Adjustment =3'-10 1/2" Lap Adjustment =

Frame CL + 1'-5 3/4"Frame CL + 1'-11 3/4"Frame CL + 2'-11 3/4"Frame CL + 3'-11 3/4"

(Code = 2)(Code = 3)(Code = 4)(Code = 5)

11 1/2" Outset Continuous / Bypass Girt to Column1'-10 1/2" Lap Adjustment =2'-10 1/2" Lap Adjustment =3'-10 1/2" Lap Adjustment =

Frame CL + 1'-11 3/4"Frame CL + 2'-11 3/4"Frame CL + 3'-11 3/4"

(Code = 3)(Code = 4)(Code = 5)

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS01V3.dwf






http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS01V3.dwf

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS02L3.dwf


Inset Girts: top

Welded Clip(WS01R2)

Girt Adjustment =

8 1/2" Clip =10" Clip =

Special Clip =

1/2" x 1 1/2" Bolts =

Punched Filler Angle =

Frame CL - 1 1/4" (Code = E)

GC2GCB- (1/4" thick)GCB-

Girt on 1 Side: (2) 49080Girt on 2 Sides: (4) 49080

GFAP-

Bolted Clip

Girt Adjustment =

8 1/2" Clip =10" w/ 3 Plate Column Clip =

10" w/ Gage Column Clip =Special Clip =

1/2" x 1 1/2" Bolts =

5 Frame CL - 1 1/4" (Code = E)

GC5GCE- (1/4" thick)GC91AGCE-



(WS01H2)(WS03C2)

8 1/2" & 10" Inset Girt to ColumnLimitations:

Max Flange Width = 1'-2"Max Flange Thickness = 7/8"

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS01R2.dwf


http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Flat%20Clips%20and%20Plates/GCB.dwf


http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Light%20Gage/GFAP_.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Bent%20Clips/GC5.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Bent%20Clips/GCE.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Bent%20Clips/GC91_.dwf


http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS01H2.dwf

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS03C2.dwf


Special Set Girts: top

Welded Clip

Girt Adjustment =

7", 8 1/2", & 10" Clip =11 1/2" Clip =

1/2" x 1 1/2" Bolts =

Punched Girt Filler Angle =




GCB-GCZ-


GFAP-7", 8 1/2", 10" Girts11 1/2" Girts

(WS01T2)(WS01U2)

Bolted Clip

Girt Adjustment =

7", 8 1/2", & 10" Clip =11 1/2" Clip =

1/2" x 1 1/2" Bolts =





GCE-GCZZ-


GFAP-7", 8 1/2", 10" Girts

11 1/2" Girts(WS01T2)(WS01U2)

Flush Girts, Special Set Girts, and Large Column Flanges to Column7", 8 1/2", 10" & 11 1/2" Girts

Welded Clip7" Inset Girt (WS01S2)

Girt Adjustment =

L Shape Clip =U Shape Clip =

1/2" x 1 1/2" Bolts =





GCL-GCU-

(2) 49080

GFAP-

Special Set L & U Clips)7", 8 1/2", 10" & 11 1/2" Girts


http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Flat%20Clips%20and%20Plates/GCZ.dwf


http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS01T2.dwf

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS01U2.dwf


http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Bent%20Clips/GCZZ.dwf


http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS01T2.dwf

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS01U2.dwf

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS01S2.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Flat%20Clips%20and%20Plates/GCL.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Flat%20Clips%20and%20Plates/GCU.dwf



Simple Girts: top

Welded Clip

Girt Adjustment =

7" & 8 1/2" Clip =10" & 11 1/2" Clip =

Special Clip =

1/2" x 1 1/2" Bolts =

Punched Panel Adaptor Clip =

Frame CL - 1/4" (Code = D)

GC1GCA- (1/4" thick)GCA-

(4) 49080

543333 (Not Automated)

3 Plate Column3 Plate w/ 543333

(WS01G2)(WS01Q2)

Bolted Clip

Girt Adjustment =

7" & 8 1/2" Clip =10" & 11 1/2" Clip =

Special Clip =Gage Column Clip =

1/2" x 1 1/2" Bolts =

Punched Panel Adaptor Clip =

Frame CL - 1/4" (Code = D)

PG1GCD- (1/4" thick)GCD-GCW1

(6) 49080

543333 (Not Automated)3 Plate Column

3 Plate w/ 543333Gage Column

Gage w/ 543333

(WS01G2)(WS01Q2)(WS02B6)(WS02B7)

Outset Simple Butted Girt to Column7", 8 1/2", 10" & 11 1/2" Girts




http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Butler%20Only%20Parts/543333.dwf


http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS01Q2.dwf







http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS01Q2.dwf




Welded Clip(WS01M3)

Girt Adjustment =

7" & 8 1/2" Clip =10" & 11 1/2" Clip =

Special Clip =

1/2" x 1 1/2" Bolts =

Frame CL + 5 3/4" (Code = B)


(2) 49080

Bolted Clip

Girt Adjustment =

7" & 8 1/2" Clip =10" & 11 1/2" Clip =

Special Clip =Gage Column Clip =

1/2" x 1 1/2" Bolts =

Frame CL + 5 3/4" (Code = B)

PG1GCD- (1/4" thick)GCD-GCW1

(4) 49080


(WS01M3)(WS02B2)

Outset Simple Lap Girt to Column7", 8 1/2", 10" & 11 1/2" Girts

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS01M3.dwf








http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS01M3.dwf



Outset Corner Girts: top

3 Plate Column - Welded Clip(WS12N2) Punched(WS12A2) Unpunched

Sidewall Girt Adjustment =

Endwall Girt Adjustment =

7" & 8 1/2" Clip =10" & 11 1/2" Clip =

Special Clip =

Col. - 1/2" x 1 1/2" Bolts =

Punched Girt Filler Angle =Unpunched Girt Filler Angle =

BL - 1/4"

7" & 8 1/2" SW Girt =BL - 9 1/4" (Code = Q)

10" & 11 1/2" SW Girt =BL - 1'-0 1/4" (Code = U)


(2) 49080

GFAP-GFA-

3 Plate Column - Bolted Clip(WS12N2) Punched(WS12A2) Unpunched



7" & 8 1/2" Clip =10" & 11 1/2" Clip =

Special Clip =

Col. - 1/2" x 1 1/2" Bolts =


BL - 1/4"

7" & 8 1/2" SW Girt =BL - 9 1/4" (Code = Q)

10" & 11 1/2" SW Girt =BL - 1'-0 1/4" (Code = U)

PG1GCD- (1/4" thick)GCD-

(4) 49080

GFAP-GFA-

Gage Column - Bolted Clip(WS12KF) Punched(WS12KE) Unpunched



Clip =

Col. - 1/2" x 1 1/2" Bolts =


BL - 1/4"

7" & 8 1/2" SW Girt =BL - 9 1/4" (Code = Q)

10" & 11 1/2" SW Girt =BL - 1'-0 1/4" (Code = U)

GCW1

(4) 49080

GFAP-GFA-

Outset Continuous Girts to Corner Column7", 8 1/2", 10" & 11 1/2" Girts

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS12N2.dwf

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS12A2.dwf





http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Light%20Gage/GFA.dwf

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS12N2.dwf







http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS12KF.dwf

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS12KE.dwf





Variable Corner ClipsWidth

7" EW Girt =8 1/2" EW Girt =

10" EW Girt =11 1/2" EW Girt =

Thickness3/16" =Length

7" SW Girt =8 1/2" SW Girt =

10" SW Girt =11 1/2" SW Girt =

VCC- 1/2" x 1 1/2" Bolts =

VCC i i e s s i i e i i e 0 5 4 0 7 0 0 8 4 1 0 0 s s 0 3 i i e 1 0 4 0 9 0 1 0 4 0 9 0

(4) 49080

Variable Corner Clip (VCC-)7", 8 1/2", 10" & 11 1/2" Girts

Bolted Clip


7" EW, 1'-0" BL to CL =8 1/2" EW, 1'-0" BL to CL =


1/2" x 1 1/2" Bolts =

BL - 1/4"

GC17GC17

GC21GC21

(4) 49080

7" Inset SW8 1/2" & 10" Inset SW

11 1/2" Inset SWOpen SW

Wide Flange ColumnGage Corner Post

(WS12GD)(WS12GB)(WS12GC)(WS12H5)(WS12J2)(WS12K2)

Outset / Bypass Endwall Girt to Column Fl7" & 8 1/2" Outset / Bypass Endwall Girts, 1'-0" BL to CL Frame

10" & 11 1/2" Outset / Bypass Endwall Girts, 1'-3" BL to CL Frame

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Flat%20Clips%20and%20Plates/VCC_.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Flat%20Clips%20and%20Plates/VCC_.dwf



http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Bent%20Clips/GC21-.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Bent%20Clips/GC21-.dwf

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS12GD.dwf

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS12GB.dwf

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS12GC.dwf


http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS12J2.dwf

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS12K2.dwf


Inset Corner Girts: top

3 Plate Column - Welded Clip

Endwall Adjustment =

7" EW, 6" BL to CL =8 1/2" EW, 6" BL to CL =


1/2" x 1 1/2" Bolts =

Punched Girt Filler Angle =Unpunched Girt Filler Angle

=

Column Flange Inside - 1 1/4"

GC64-GC65-GC66-GC67-

(2) 49080

GFAP-GFA-Outset SW

7" Inset SW8 1/2" Inset SW

10" Inset SW11 1/2" Inset

SWOpen SW

Punched(WS10G1)(WS10GC)(WS10G9)(WS10G9)(WS10GA)(WS10GB)

Unpunched(WS10A1)(WS10AC)(WS10A9)(WS10A9)(WS10AA)(WS10AB)

3 Plate Column - Bolted Clip




1/2" x 1 1/2" Bolts =

Punched Girt Filler Angle =Unpunched Girt Filler Angle=



(4) 49080

GFAP-GFA-

Outset SW7" Inset SW

8 1/2" Inset SW10" Inset SW11 1/2" Inset

SWOpen SW

Punched(WS10G1)(WS10GC)(WS10G9)(WS10G9)(WS10GA)(WS10GB)

Unpunched(WS10A1)(WS10AC)(WS10A9)(WS10A9)(WS10AA)(WS10AB)

Gage Column - Bolted Clip




1/2" x 1 1/2" Bolts =

Punched Girt Filler Angle =Unpunched Girt Filler Angle=



(4) 49080

GFAP-GFA-

Outset SWInset SW

11 1/2" InsetSW

Punched(WS10CF)(WS10FF)(WS10FG)

Unpunched(WS10CE)(WS10FD)(WS10FE)

Inset / Flush Endwall Girt to Column Fl7", 8 1/2", 10" & 11 1/2" Endwall Girts 0'-6" BL to CL Frame











http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS10GA.dwf



http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS10AC.dwf



http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS10AA.dwf

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS10AB.dwf














http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS10AC.dwf



http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS10AA.dwf

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS10AB.dwf




http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Bent%20Clips/GC723



http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/Ws10CF.dwf

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS10FF.dwf

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS10FG.dwf

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/Ws10CE.dwf

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS10FD.dwf

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS10FE.dwf


Gable Girts: top

Bolted Clip




10" EW, 1'-3" BL to CL=11 1/2" EW, 1'-3" BL to CL=

1/2" x 1 1/2" Bolts =

GC19L, GC19RGC18GC19L GC19RGC20

GC18GC18

GC18GC20

(4) 49080Outset EWInset EW

(WS04C2)(WS04E2)

Endwall Girt to Rafter FI7", 8 1/2", 10" & 11 1/2" Inset / Flush Endwall Girts, 0'-6" BL to CL Frame

7" & 8 1/2" Outset / Bypass Endwall Girts, 1'-0" BL to CL Frame10" & 11 1/2" Outset / Bypass Endwall Girts, 1'-3" BL to CL Frame

Hip Corner Girts: top

Hip Corner ClipsNote: These are possible connections that could be used for hip corners.

These options are not automatically detailed or designed.

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Bent%20Clips/GC19L_.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Bent%20Clips/GC19R_.dwf


http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Bent%20Clips/GC19L_.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Bent%20Clips/GC19R_.dwf






http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS04C2.dwf

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS04E2.dwf


Girt Filler Angles: top

Girt Filler Angle Calculation GFA-

Adjustment (Round Up to the next 6" increment) + 6"(minimum adjustment 4")

Total Adjustment (Round Up to the next 6" increment) + 6"(minimum adjustment 4")

Girt Filler Angle Punched Calculation GFAP-

The GFAP should lap past the 2nd panel punch by 2 3/4".

The GFAP should lap past the 2nd panel punch by 2 3/4" on both girts.




Back to Back Cee, Face to Back Cee, Face to Face Cee:

Frame CL - 1/4"8 1/2" & 10"

14 & 11 GageBack to Back Cee

(WS01GA)

Frame CL - 1/4"8 1/2" & 10"

14 & 11 GageFace to Back Cee

(WS01G8)

Frame CL - 1/4"8 1/2" & 10"

14 & 11 GageFace to Face Cee

(WS01G9)

Nested Girts (walls only):

Frame CL - 9 1/4"Outset Continuous

(WS01AW)

Frame CL - 1/4"Outset Simple Butted

(WS01AV)

Frame CL - 1'-9 1/4"Inset

(WS01BY)

Frame CL – 1’-9 1/4"Special Set(WS03H8)

7" Zee =8 1/2" Zee =

10" Zee =11 1/2" Zee =

n/a7" Nested Cee8 1/2" Nested Cee10" Nested Cee




http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS01AW.dwf

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS01AV.dwf

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS01BY.dwf



Composite Purlins (roofs or walls):

Space between Purlins =

Z Shape Clip =

Web Ending Clip =

Drop Pin =

Length =

8 5/8"

CPB-

544015

O97556

Same as Main Purlin

Channel Purlin Brace (BR18E2)8 1/2", 10", and 11 1/2" Secondary

Down slope from main purlin


Z Shape Clip =

Length =

8 5/8"

CSB08

Same as Main Purlin

Composite Purlin (BR18F2)7" Secondary


http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/BR18E2.dwf

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Bracing%20-%20BR/BR18F2.dwf


Girts at a Framed Opening:

Secondary Lap Rules at a Framed Opening:Cantilever = When the distance from Jamb to Column 0" - 6'-0".Simple = When the distance from Jamb to Column 6'-0" - 12'-0".Continuous Lap = When the distance from Jamb to Column > 12'-0".

Framed Opening Jamb and Header Material Size Progression:1. Match the secondary depth for the surface, using the smallest available thickness.2. Use double jambs and/or headers, bar steel primed, using the smallest available thickness.


Framed Opening - Base of Jamb Connections:

Jamb to Base (WS20B8)

Clip =1/2" x 1 1/4" Thin Head Bolts =

Anchor Rods =

Jamb to Finished Floor Adj. =

PG1(2) 096636(2) Not by BBNA

0"

8 1/2" & 10"Double Jamb to Base (WS20B8)

Clip =1/2" x 1 1/4" Thin Head Bolts =

Anchor Rods =

Jamb to Finished Floor Adj. =

PG1(2) 096636(2) Not by BBNA

0"



http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Buyout%20Drawings/Butler/096636.dwf





Framed Opening - Top of Jamb Connections:Notes:

1.) Jambs can be the equal Girt depth or Jambs can be Girt depth + 1 1/2".2.) Jamb to Jamb Support Girt is field drill. Clip is centered on the Jamb.

Jamb to Jamb Support Girt(WS20B2)

(Also used at Cee Flipped)

7" - 10" Jamb Support Clip =11 1/2" Jamb Support Clip =

1/2" x 1 1/2" Bolts =1/2" x 1 1/4" Thin Head Bolts =

Jamb to 7" - 10" Girt Adj. =Jamb to 11 1/2" Girt Adj. =

PG1PGV1067

(2) 49080 (Field Drill Girt)(2) 096636

Jamb Support Girt - 3 3/4"Jamb Support Girt - 4 3/4"

Jamb to Jamb Support Cee(WS20B1)

(Cee Not Flipped)

Jamb Support Girt Clip =

1/2" x 1 1/2" Bolts =1/2" x 1 1/4" Thin Head Bolts =

Jamb to Girt Adj. =

GC5

(2) 49080 (Field Drill Girt)(2) 096636

Jamb Support Girt - 1/4"

Jamb to Inset / Flush Frame(WS20B4)

7" Jamb, 6" BL to CL =

8 1/2" Jamb, 6" BL to CL =10" Jamb, 6" BL to CL =

11 1/2" Jamb, 6" BL to CL =

1/2" x 1 1/2" Bolts =

Jamb to Rafter Adj. =

DJC4L p074DJC4R p074DJC2 pDJC3 pDJC4L p054DJC4R p054

(4) 49080 (Field Drill Rafter)

Rafter Inside Flange - 1 1/4"

Jamb to Outset Frame(WS20B5)

7" Jamb, 1'-0" BL to CL =8 1/2" Jamb, 1'-0" BL to CL =

10" Jamb, 1'-3" BL to CL =11 1/2" Jamb, 1'-3" BL to CL =

1/2" x 1 1/2" Bolts =

Jamb to Rafter Adj. =

DJC1 107DJC1 102DJC1 123DJC1 115

(4) 49080 (Field Drill Rafter)

Rafter Inside Flange + 5 3/4"

Endwall Jamb to Rafter Web7" & 8 1/2" Outset / Bypass Endwall Girts, 1'-0" BL to CL Frame

10" & 11 1/2" Outset / Bypass Endwall Girts, 1'-3" BL to CL Frame



http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Bent%20Clips/PGV_.dwf






http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Bent%20Clips/DJC4L_.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Bent%20Clips/DJC4R_.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Bent%20Clips/DJC2_.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Bent%20Clips/DJC3_.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Bent%20Clips/DJC4L_.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Bent%20Clips/DJC4R_.dwf


http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Bent%20Clips/DJC1-.dwf





Framed Opening - Girt to Jamb Connections:

Girt to Jamb (WS20F2)

7" Jamb to 7" Girt =8 1/2" Jamb to 8 1/2" Girt =


8 1/2" Jamb to 7" Girt =10" Jamb to 8 1/2" Girt =

11 1/2" Jamb to 10" Girt =

1/2" x 1 1/4" Thin Head Bolts =1/2" x 1 1/2" Bolts =

Girt to 7" - 10" Jamb Adj. =Girt to 11 1/2" Jamb Adj. =

JTG3JTG1JTG4JTG2

JTG6JTG5JTG2

(2) 096636(2) 49080

Opening - 3 1/4"Opening - 6 1/4"

Cantilever(WS21D5)




11 1/2" Jamb to 10" Girt =

1/2" x 1 1/4" Thin Head Bolts =Clip / Girt 1/2" x 1 1/2" Bolts =Frm / Girt 1/2" x 1 1/2" Bolts =

Girt to 7" - 10" Jamb Adj. =Girt to 11 1/2" Jamb Adj. =

JTG3JTG1JTG4JTG2

JTG6JTG5JTG2

(2) 096636(2) 49080Welded (2), Bolted (4) 49080

Opening - 3 1/4"Opening - 6 1/4"

Inset / Special SetUnpunched (WS21D3)

Punched (WS21F3)When the girt length is < 1'-6"




11 1/2" Jamb to 10" Girt =

1/2" x 1 1/4" Thin Head Bolts =JCP / Jamb 1/2" x 1 1/2" Bolts =

JCP / Col. 1/2" x 1 1/2" Bolts =

Clip between Frame & Jamb =

Girt Filler Angle =Punched Girt Filler Angle =

JTG3JTG1JTG4JTG2

JTG6JTG5JTG2

(2) 096636(2) 49080Welded (2), Bolted (4) 49080

JCP-

GFA-GFAP-

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS20F2.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Bent%20Clips/JTG3.dwf








http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS21D5.dwf



















http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Flat%20Clips%20and%20Plates/JC_.dwf




Framed Opening - Header Connections:

Header to Jamb(WS20F9)

Clip =


Header to Jamb Adj. =

Hole in Header =Hole in Jamb =

PG1

(4) 096636

0"

1 15/16" from Jamb1 5/16" above Header

Liner Header to Jamb(WS21D1)

Clip =




PG1

(4) 096636

0"


Additional Header for Hood(WS21D2)

Clip =



Hole in Additional Header =Hole in Jamb =

PG1

(4) 096636

0"

1 15/16" from JambField Drill

Door Header Channel(WS21D7)

7" Girt =8 1/2" Girt =

10" Girt =11 1/2" Girt =

1/4 - 14 x 1 1/4" Fasteners =

DHA-DHC-DHD-DHE-

(12" o.c.) 55307











http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Light%20Gage/DHA%20DHC%20DHD%20DHE.dwf





Framed Opening - Girt to (8 1/2" & 10") Double Jamb Connections:

Girt to Jamb(WS20E2)

8 1/2" Double Jamb Clip =10" Double Jamb Clip =

1/2" x 1 1/2" Bolts =

Girt to 8 1/2 Double Jamb Adj. =Girt to 10" Double Jamb Adj. =

JGC2JGCB

(2) 49080

Opening - 6"Opening - 6 1/2"

Cantilever(WS21E5)


Clip / Girt 1/2" x 1 1/2" Bolts =Frm / Girt 1/2" x 1 1/2" Bolts =

Girt to 8 1/2 Jamb Adj. =Girt to 10" Jamb Adj. =

JGC2JGCB

(2) 49080Welded (2), Bolted (4) 49080

Opening - 6"Opening - 6 1/2"

Inset / Special SetUnpunched(WS21E3)Punched (WS21G3)

When the girt length is < 1'-6"


JCP / Jamb 1/2" x 1 1/2" Bolts =JCP / Col. 1/2" x 1 1/2" Bolts =

Clip between Frame & Jamb =(Jamb = Girt)

Girt Filler Angle =Punched Girt Filler Angle =

JGC2JGCB

(2) 49080Welded (2), Bolted (4) 49080

JCP-

GFA-GFAP-


http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Bent%20Clips/JGC2.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Bent%20Clips/JGCB.dwf








http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Flat%20Clips%20and%20Plates/JC_.dwf




Framed Opening - Header to (8 1/2" & 10") Double Jamb Connections:

Header to Jamb(WS20J9)

Welded Clip =



JGC2

(2) 096636

0"

Liner Header to Jamb(WS21E1)

Welded Clip =



JGC2

(2) 096636

0"

Framed Opening - Sill Connections:

Door Sill to Jamb(WS20FB)

Clip =




PG1

(4) 096636

0"


http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS20J9.dwf






http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Wall%20Secondary%20-%20WS/WS20FB.dwf




Panel Punching:

Girts, Purlins, Headers, and Eave Struts

Secondary Length + 1/2" must be divisible by 3".

Inset Girts

Secondary Length + 2 1/2" must be divisible by 3".


Vision:

Secondary Data:

Panel Punch Start

The Panel Punch Start dimension is viewed from left to right on the elevation / plan view.Regardless of panel direction or secondary orientation (flipped).

Panel Start Dimension

The Panel Punch Start dimension is automatically updated based on the 1st panel set location on thesurface. The Direction of the Panel is also used to determine the location of the Panel Punching.

Note: If the Panel Punch Start Dimension is revised prior to revising the panel set locations. Changes tothe panel set locations will not automatically updated the Secondary Start Dimension.


Secondary Data- Properties - Holes / Subunits:

Hole Location / Symmetrical

Hole Location Data sent to OE / Compass is shown.These locations are consistent regardless of orientation.

From the Hole Location, Manufacturing will punch the Panel Holes 3" o.c.

Note: Manufacturing may alter the data referring to the first panel hole location at different manufacturing locationsbased on the secondary line / equipment setup.

Parts List

Only the Hole Location (not the Symmetrical) will be listed on the Vision Parts List.

Note: If the Location or Symmetrical hole dimension is < 1/2", the dimension will be displayed in Visionand on all Engineering Reports. But manufacturing will not punch panel holes < 1/2" from the end of thesecondary member.


Hole Location / Symmetrical(Sample Orientation of Secondary Members)


Gable Angle Punching:

Gable Angle (----SGA-----)9/16" x 7/8" Slot in Purlin

Gable Angle (---VGA-----)9/16" x 7/8" Slot in Purlin

(Not automated)


Gable Angle at Roof Extension(Field Drill Purlin)

Gable Angle at Roof Height Change / Perpendicular Transition

Note: The ---SGA----- is only on the lower roof when the lower roof panel is Butlerib II.(Field Drill Low Purlin)


Holes in Gable Angle are automatically located per condition.


---SGA-----Length

4'-0" min, 20'-0" max1/4" gap at eave and ridge.Gap between SGA's = 1/2".Must attach to a minimum of 2 Roof Secondary Members.Locations of brakes / gaps to be determined by the Vision.

Panel PunchingOnly Panel Holes that Line Up will be punched.Butlerib II Punched (Only Roof Pitches = 0.25, 0.5, 1, 2, and 4:12)Shadowall Punched (Only Roof Pitches = 0.25, 0.5, 1, and 2:12)All other conditions will not have Panel Punching.

Roof Secondary PunchingAdditional Holes at Corner Zones Secondary.Use the hole location that is furthest upslope at Truss Purlins.Also used at Roof Height Change transition.

Roof ExtensionsAt the Building Line - detail the Gable Angle using the same rules as above. Field notcharound roof secondary.At the End of the Roof Extension, there is a Rake Channel, not a Gable Angle.

Material G30 and G90 only. If other Primer Color is selected, then G30 is the default.

If G90, manufacturing is to substitute the material to a standard blank.Note: Vision will generate a G30 SGA when Secondary Color is G90. To change theSGA to a SGA90 go to Secondary Member Data/Warehouse screen and blank out theColor then go to the Finish box and select Standard Primer now go back to color andselect Standard Color now you can change the part number from SGA to SGA90.

CMR Rigid Board ClipPunch 34 to line up with Punch 35 at CMR Clip w/ 1 3/4" - 4" Rigid Board Insulation.

---VGA----- (Variable)Used at Skews.Panel punching (punches 30 – 34) not available.Used at Special Roof Secondary End Adjustments > 1/4" and < 3 1/4".

KGA20 (No Holes)Used at Bar Joist.Used at Partitions.


Secondary - Channel BracingChannel Bracing (8 1/2", 10", 11 1/2" Secondary):Typical Roof and Wall Channel Brace

Connections

Channel Brace (BR09PH)Continuous

Channel Brace (BR09JG)Terminating

(Channel Brace Lines UpWith Slots in the Purlin/Girt Web)

Channel Brace (BR09JG)Terminating

(Channel Brace Does NotLine Up With Slots in the

Purlin/Girt Web)

Channel Brace (BR09JR)Terminating High Side

Channel Brace at Base (BRR008)

Mark Number =

Length =

Drop Pin =Endcap =

Purlin Limitations =

CPBA Minimum Length =CPBA Maximum Length =

CPBB / C Minimum Length =CPBB / C Maximum Length =

CPBA------ (ffiiss) - 0 TabsCPBB------ (ffiiss) - 1 TabCPBC------ (ffiiss) - 2 Tabs

Purlin Space -3/16 - 3/16"+1 7/8" for each tab

097556544015

8 1/2", 10", 11 1/2" Only

6 5/8"5'-2 7/8"8 1/2"5'-5 3/4"

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Bracing/Purlin%20Bracing/CPBA.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Bracing/Purlin%20Bracing/CPBB.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Bracing/Purlin%20Bracing/CPBC.dwf




Purlin Brace Assembly (BR09K8)Not at a Frame

Purlin Brace Assembly (BR09K2)At a Frame

Insulated Roof PanelNot at a Frame

Mark Number =Length =

Purlin Limitations =

Minimum Length =Maximum Length =

PBA---- (ffii)Purlin Space + 2"(Round up to nearest inch)

8 1/2", 10", 11 1/2" Only

1'-2"5'-6"

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Bracing/Purlin%20Bracing/PBA-.dwf


Roof Systems using an R Factor Design (VSRII Roofs, 8 1/2" & 11 1/2" Purlins only)(Only in Purlin Spaces required by Design)

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Roof Systems using Discrete Bracing


Note:Channel Bracing is not required if the Corner Zone Jamb iswithin 18” of the Channel Bracing.

Channel Brace Rules:1. The user can specify up to 4 braces in a bay, if only 2 braces will fit because of the girt

length then only 2 braces will be provided regardless of the user input.2. If 3 braces are specified, the purlins/girts are designed assuming braces on the left hand

side of the bay.3. The “most common” girt on the wall is punched for the bracing. On the girts that are not

the same length as the “most common” girt, keyhole punching will not be provided.Details (SEDs) are provided for attaching the brace with self drilling screws.

4. For a brace to be generated the brace must be located on the detailed part. (Think at agable, the upper most girt may be shorter than the run of girts below, the brace must fallon the detailed upper girt to be generated.

5. Girt braces are not generated in the girt space between the floor and the first girt rununless there is only 1 run of girts on the wall.

6. Face-to-face, back-to-back, face-to-back, and structural members are not to be punchedfor the purlin/girt bracing. Purlin/girt bracing will generate and need to be field attachedwith structural fasteners.

7. Detailer to verify the quantity of 55307 at girts without keyhole punching and fieldattached Channel Braces.

8. Channel Braces are not permitted for nested girts. Vision will generate an Edit Checkmessage when this condition occurs and the designer must “engineer out” nested girts.


Channel Purlin Brace (BR09PK)

Ridge

Mark Number =

Length =

Drop Pin =

Purlin Limitations =Minimum Length =Maximum Length =

Maximum Roof Pitch =

CPBR------- (pffiiss)

Ridge Purlin Space + 5"- Rise of 1 1/2" at 8 1/2"- Rise of 1 1/2" at 10"- Rise of 3" at 11 1/2"

(2) 097556

8 1/2", 10", 11 1/2" Only8 1/2"5'-5 3/4"4:12

Pitch Code Max : 12A 0.874B 1.249C 2.249D 3.249E 4.000

High Slope Ridge Assembly(BR09M9)

Ridge

Mark Number =

1/2" x 1 1/2" A325 Bolts =

Roof Pitch =

HSRA-------(ccfiiss)

(4) 49080

> 4:12

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Bracing%20-%20BR/BR09PK.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Bracing/Purlin%20Bracing/CPBR.dwf


http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Bracing%20-%20BR/BR09M9.dwf

http://stlmemprodex/Images/Stlmemprodex/Fabrication%20Reference/Fabrication%20Drawings/Small%20Parts/Welded%20Assemblies/HSRA-.dwf


End Zones:

Wall End Zone (BR10D5)(Jamb Support)

Roof End Zone (BR09HF)(Horizontal Cee Support)

Purlin Support Member (BR09HE)(Jamb Support)

Use with Roof Liner

Detailing Limitations =

Connections of the Edge ZoneJambs to the Rake Beams andEave Purlins are not automated.

Detailers do not have the option torevise this information. Thebuilding / shape design will resetand will need to be designedusing Run.


Secondary Data - Lesson 1Revising the length of a girt using "Adjust 1"File Name – Training 01 BoxIn this example you will lengthen an Endbay Girt by 2'-0" to extend outside of the building line

Main Shape - Wall 4Girt at 22'-6"

Revise the Adjust 1 to be:1/11/12.

Base Mark number will reset to aSpecial Mark number with acounter of 000 and the ErectionMark will be blanked out.

Press OK.

Redetail the surface: Yes


The Girt has been extended and theSpecial Mark number counter isupdated.

An Erection Mark is assigned.

View the hole locations in Properties.

Select the Holes/Subunits tab toview each hole location.

All holes are listed for Laps, FlangeBraces, Frame Line 1 connection,Frame Line 2 connection, PanelPunching (if applicable) and ChannelBracing (if applicable).


The right side of the Holes/Subunitsscreen displays hole interferenceproblems and Vision’s solution foreach item.


Secondary Data - Lesson 2

Revising the length of multiple purlins using "Adjust 1"In this example you will shorten all of the Endbay Purlins on a roof by 9" inside of the building line.

Main Shape - Roof A

Filter the list from 0 (BL) to 2.

Select all of the Adjust 1.

Revise the last Adjust 1 to be:-0/9/4.

Click off of the last Adjust 1, all ofthe Adjust 1 will automatically berevised.

Base Mark number will reset to aSpecial Mark number with acounter of 000 and the ErectionMark will be blanked out.

Press OK.


Redetail the surface: Yes

All of the End Bay Purlins and theEave Strut have been shortenedand the Mark Number becomesspecial.


View the hole locations inProperties.

Select the Holes/Subunits tab toview each hole location.

All holes are listed for Laps, FlangeBraces, Frame Line 1 connection,Frame Line 2 connection, PanelPunching (if applicable) andChannel Bracing (if applicable).

The right side of theHoles/Subunits screen displayshole interference problems andVision’s solution for each item.



Revising a girt to be NestedIn this example you will revise an Interior Girt to be a Nested Girt.

Main Shape - Wall 2Frame Lines 2 - 4Girt at 12'-6"

Select the Nest checkbox.

Press OK.

Redetail the surface: Yes or NoYou will get the same result.

Nested 11 Gage Cee Girts will begenerated and the Zee girts willhave the (Nest) label added.



Revising a purlin to be CompositeIn this example you will revise an Interior Purlin at a Bracing Brake to be a Composite Purlin.

Main Shape - Roof APurlin at 31'-1"Frame Lines 3 - 4

Select the Comp checkbox.

Press OK.

Re-detail the surface: Yes, this willdetail the clip that attaches thecomposite purlin to the rafter.


A Composite Purlin will begenerated. It is 5 3/4" past ofboth of the Frame Lines.

It is located 8 5/8" down slope toaccommodate the possible roofpanel lap.

It must match the thickness of themain secondary member.


Z Shape Clip =

Web Ending Clip =

Drop Pin =

Length =

8 5/8"

CPB-

544015

O97556

Bay Length + 11 1/2"

Channel Purlin Brace (BR18E2)8 1/2", 10", and 11 1/2" Secondary



Z Shape Clip =

Length =

8 5/8"

CSB08

Bay Length + 11 1/2"

Composite Purlin (BR18F2)7" Secondary


Note: The CSB08 is not automatically added to the Warehouse items (Trim Starting with C) when revising aStandard Purlin to be a Composite.If a Composite is required in Run, the CSB08's will be detailed.

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Bracing%20-%20BR/BR18E2.dwf

http://stlmemprodex/Images/Stlmemprodex/Erection%20Details/Standard%20Erection%20Details%20%28SED%29/BlueScope/Bracing%20-%20BR/BR18F2.dwf



Revising the Base MarkIn this example you will revise a Standard Continuous Girt from a 1'-0" nominal lap to a 2'-0" nominal lap.

Main Shape - Wall 2Girt at 17'-6"Frame Lines 2 - 3

Revise the Base Mark to be:08Z28114171102.(The 08Z26114171102 + 2'-0".)

Press OK.

Redetail the surface: Yes or NoYou will get the same result.


The Girt has been revised.

This part has a Revised flag ofYes.

Note: When a Secondary Memberis flagged as Revised, the part willnot be Redetailed from theSecondary Member Data screenoption unless the Base Mark isblank.



Insert Girts Not LocatedIn this example you will insert 5 girts that will not be graphically located on the Wall but will be added to the Parts List.Also, you will modify these girts to have special hole locations.

Main Shape - Wall 1

Press Insert Not Locate.

A blank row will be added to thebottom of the List.

Note: If a row was selected prior topressing Insert Not Locate, a rowwill be added to the bottom of theList copying the selected BaseMark and Thickness.

Enter the Base Mark:08Z2000017DD02

Verify Thickness is 17.

Define the Quantity: 5

Press OK.

The 5 girts are added to the PartsLists, but not shown on drawing.

An Erection Mark will begenerated for this part.


Go to the properties of the newgirts.

Revise End 1 & End 2 to be Std1/4" Cut.

Select End 1 line to make edit.Repeat for End 2.

Press OK.

Base Mark has now changed toa ZS and the length showsthe1/4” cutbacks that wereapplied to each end of the 20’-0”input length.The counter is set to 000.

Select the Properties buttonagain.

Using the “Details” button Insert:

Punch Type: 4Dist. from Work Point:

5/0/0 Nominal

Press “Insert” button afterentering the data.

Press OK.

Press OK again.


Open Secondary/MemberData/Shape Name/ Wall 1.

Scroll to bottom of list.

Base Mark counter has beenupdated.

Erect Mark has been added

Pnl Punch Start dimension has tobe changed to 0/2/12 for aSecondary this length.

This resets the Erect Mark and theBase Mark counter.

Press OK.

Open Secondary/MemberData/Shape Name/ Wall 1.

Select Properties for the NotLocated Girt.

Review the Hole / Subunitlocations in Properties.



Revising Clips on a JambIn this example you will insert a JTG1 clip to all the Jambs on the surface with the same Mark Number.

Main Shape - Wall 1

Select Properties on either Jambwith Erection Mark J1.

Insert a JTG1 at a Distance of4/0/0.

Press Insert.


Yes, revise all the Jambs on thissurface with the same revision.

Press OK on the MemberInformation Screen.

Yes, redetail the secondary on thissurface.



Insert a Row of GirtsIn this example you will locate a row of Continuous Girts at 15'.Secondary members added through the Member Data screens are not designed.

Main Shape - Wall 2

Press Insert Located.

Locate the girt from Building Lineto Building Line.

Elevation = 15/0/0

Thickness = 0.060

Lap Type = Continuous

Lap = 0/10/8.Note: you must enter the Lap,even on a simple girt.

Press OK.


The new row will now be insertedin the Secondary Member List.

Leave the Base Marks blank.

Press OK.

Yes, redetail this wall.

View the results.Frame Data - Clips and Jamb Clips have been automatically added when the surface is re-detailed.



Insert a Girt from BL to FL3In this example you will locate a Simple Cee Girt at 3'.Secondary members added through the Member Data screens are not designed.

Main Shape - Wall 2

Press Insert Located.

Start = From Left Edge

End = FL 3

Elevation = 3/0/0

Thickness = 0.060

Shape = Cee

Lap Type = Simple Butted

Lap = 0/0/0.Note: you must enter the Lap,even on a simple girt.

Press OK.


The new row will now be insertedin the Secondary Member List.

Leave the Base Marks blank.

Press OK.

Yes, redetail this wall.

View the results.Frame Data - Clips have been automatically added when the surface is re-detailed.Jamb Clips will be added if the jambs have not been revised.


Covering Data

LLLLL = Length (Feet, Feet, Inch, Inch, Eights)GG = GageO or OO = OperationF = FinishCC = Color

Standard Roof Panel Profiles:Butlerib II

PunchedBRPLLLLLGGOOFCCPunched RidgeBRPLLLLLGGOOFCC

UnpunchedBRULLLLLGGOOFCCUnpunched RidgeBRULLLLLGGOOFCC

3'-0" Wide Coverage, 1 1/2" High26 & 24 Gage

MR-24

MR09LLLLLGGOOFCCMR12LLLLLGGOOFCCMR15LLLLLGGOOFCCMR18LLLLLGGOOFCCMR21LLLLLGGOOFCCMR24LLLLLGGOOFCC

2'-0" Wide Coverage (9" - 1'-9" panels available), 3" High24 & 22 Gage

CMR-24

Exterior (MR-24)MR09LLLLLGGOOFCCMR12LLLLLGGOOFCCMR15LLLLLGGOOFCCMR18LLLLLGGOOFCCMR21LLLLLGGOOFCCMR24LLLLLGGOOFCC

Interior (MOD36)M36LLLLLGGOFCC

Exterior (MR-24)2'-0" Wide Coverage (9" - 1'-9" panels available), 3" High24 & 22 Gage

Thermax Insulation Board3/4" or 1 3/4" ThickInterior (MOD36)28 Gage

VSR II

VFTLLLLLGGOFCC

1'-4" Wide Coverage, 2" High24 Gage

ClassicLoc

CLLLLLLGGOFCC

2’-0” Wide Coverage, 3" High24 Gage


Standard Wall Panel Profiles:Butlerib II

PunchedBWPLLLLLGGOOFCC

UnpunchedBWULLLLLGGOOFCC


Shadowall

PunchedSHPLLLLLGGOFCC

UnpunchedSHULLLLLGGOFCC


StylWall

Flat w/backerboardSFTLLLLLGGOFCC

FlutedSFLLLLLLGGOFCC

Flat w/ backerboard Fluted

1'-4" Wide Coverage, 2" HighFlat = 26 GageFluted = 24 Gage

Thermawall -Fineline

THFN20LLLLLGGOFCCTHFN25LLLLLGGOFCCTHFN30LLLLLGGOFCCTHFN40LLLLLGGOFCC

3'-6" Wide Coverage, 2", 2 1/2", 3", 4" ThickExterior & Interior = 26 Gage

Thermawall -Fluted

THFL20LLLLLGGOFCCTHFL25LLLLLGGOFCCTHFL30LLLLLGGOFCCTHFL40LLLLLGGOFCC

3'-6" Wide Coverage, 2", 2 1/2", 3", 4" ThickExterior & Interior = 26 Gage

Thermawall - Flat

THFT20LLLLLGGOFCCTHFT25LLLLLGGOFCCTHFT30LLLLLGGOFCCTHFT40LLLLLGGOFCC

3'-0" Wide Coverage, 2", 2 1/2", 3", 4" ThickExterior = 22 Gage, Interior = 26 Gage

TextureWall

THTX20LLLLLGGOFCCTHTX25LLLLLGGOFCCTHTX30LLLLLGGOFCCTHTX40LLLLLGGOFCC

3'-6" Wide Coverage, 2", 2 1/2", 3", 4" ThickExterior = 24 Gage & Interior = 26 Gage


Standard Wall Liner or Partition Panel Profiles:Butlerib II



VCIB

VCILLLLLGGOFCC


MOD36 Liner

M36LLLLLGGOFCC3'-0" Wide Coverage, 9/16" High28 Gage


Standard Soffit Panel Profiles:Butlerib II



Moduleze IIFlat Panel

Not VentedFP0LLLLLGGOFCCFP1LLLLLGGOFCCFP2LLLLLGGOFCC

FP0 - Flush FP1 - 1 Bead FP2 - 2 Beads .

1'-0" Wide Coverage, 7/8" HighNot Vented = 24 & 22 Gage

Standard Roof Liner Panel Profiles:Butlerib II

UnpunchedBWULLLLLGGOOFCC 3'-0" Wide Coverage, 1 1/2" High

26 & 24 Gage

MOD36 Liner

M36LLLLLGGOFCC3'-0" Wide Coverage, 9/16" High28 Gage


Sample Finish / Colors:

Note: Refer to Help Screens for a complete and current list of Finish / Color Codes.

Finish Color FCC NotesAlZn Plain AlZn ZAZKXL Cool Brick Red KRR

KXL Cool Bright Red KBD VSR II Roof PanelsBRII & SHWL Wall Panels

KXL Cool Copper Penny KCP VSR II Roof PanelsBRII & SHWL Wall Panels

KXL Cool Country Wheat KWTKXL Cool Desert Beige KDEKXL Cool Emerald Green KEGKXL Cool Granite KZGKXL Cool Harvest KHAKXL Cool Igloo White KIGKXL Cool Ivory White KIV

KXL Cool Jade Green KJG VSR II Roof PanelsBRII & SHWL Wall Panels

KXL Cool Majestic Blue KMBKXL Cool Marsh Green KGE

KXL Cool Metallic Silver KMS VSR II Roof PanelsBRII & SHWL Wall Panels

KXL Cool Ocean Blue KOL

KXL Cool Old Town Gray KOT VSR II Roof PanelsBRII & SHWL Wall Panels

KXL Cool Onyx Black KOB Trim OnlyKXL Cool Palm Green KPM

KXL Cool Parchment KPT VSR II Roof PanelsBRII & SHWL Wall Panels

KXL Cool Safari Brown KSFKXL Cool Shell Gray KSYKXL Cool Solar White KSW

Special Special X01 - X20


Sample Operation Codes:

Shown are MR24 / CMR24 samples only.

Note: Refer to Help Screens for a complete and current list of Operation codes.

MR24 / CMR24

Operation (RH / LH)Top Punch Dim.

Bottom Punch Dim.

10 / 205"1"

111"1"

12 / 211"

1" & 7"

13 / 225"

1" & 7"

MR24 / CMR24

Operation (RH / LH)Top Punch Dim.

Bottom Punch Dim.

14 / 235"

1" & 5"

15 / 245"

1" & 5"

165"n/a

17< 4'-0">4'-0"

n/a - n/a

Special Width Roof Panel Operation CodesMR** / CMR**

Max Length = 28'-0"

9" 28 331'-0" 29 341'-3" 30 351'-6" 31 361'-9" 32 37


CoveringFile Name: Training 01 - Box

Lesson 1 - Revise the Panel Lengths & Start Elevation by 5/8" - Wall 2Vision detailed the panel as 25'-0 1/4" and -0/0/10 (-5/8") below Finished Floor. Flush sets 4

Wall:Panel Sets:Start Mark:

Start Elev:

24BWP241152637KWS(25'-0 1/4" - 5/8" = 24'-11 5/8")0/0/0

· OK Back to the tree and view the results.

Lesson 2 - Revise the Panel & Fastener Colors - Wall 3

KXL (Kynar) Cool Solar White KSWKXL (Kynar) Cool Harvest KHA


Finish Color Code:Button:Button:

Tab:

36 & 7BWP241152638KSW &BWP280952638KSWFrom KSW to KHAApplyRecalculate WarehouseWarehouse Parts

· View the Warehouse Parts after Recalculating Warehouse.

Lesson 3 - Split a Panel - Wall 4


Split Set At:Panel Sets:Start Mark:

Button:New Panel Set:

Button:Tab:

48BWP250022637KSW158 (new)BWP250022637KHA (From KSW to KHA)Apply14 (new)Recalculate WarehouseWarehouse Parts

· Splitting a Set starts the new Panel Set with the number entered.· When the new panel set’s color is changed and the Apply button is selected,

a new panel set number will be assigned to the modified panel set.· View the Warehouse Parts after Recalculating Warehouse.


Lesson 4 - Revise the Top Increment of an Endwall Panel Set - Wall 1


Top Inc:

11BWP281152638KSW0"

Lesson 5 - Inset a Panel Set Above Wall - Wall 2

Wall:Panel Sets:

Qty:Start Mark:Start Elev:

Bottom Inc:Bottom Pitch:

Display:

2Insert New (6)10BWP100002638KDE30'-0"-1'-0" (negative)n/aYes (check box)

· OK back to the tree and view the results.· Recalculating Warehouse does not recognize the secondary locations required, so the qty may not be

correct.

Lesson 6 - Revise the Panel Lengths & Start Elevation by 3'-0" - Roof A

Roof:Panel Sets:Start Mark:

Start Elev:

A130'-1 1/8" + 3'-0"MR24330102413ZAZ

-50/7/13 + -3-0" = -53/7/13

· Start Elevation on the Roof is down slope from the X/Y Origin (negative).


InsulationInsulationfacingoptionsvarybyregion.Dependingonthelocationofthejobsite,differentfacingsandthicknessesofinsulationwillbeavailable.TherequiredInsulationiscalculatedtoincludeadditionallengthtoaccommodatefordrape/pull.Bydefault,insulationisalsonotremovedfromframedopeningsthatarenotwiderthan2insulationruns.

Mark NumbersI B L L L L L W W T T T F F Fiberglass Blanket (2) 3” TabsI C L L L L L W W T T T F F Fiberglass Blanket (1) 6” TabI U L L L L L W W T T T F F Fiberglass Blanket UnfacedI R L L L L L W W T T T F F Rigid BoardI S L L L L L W W T T T F F Rigid Board w/ Sidelaps_ _ f f f i i i i i i e c c

L = Length f = FeetW = Width i = InchesT = Thickness e = EighthsF = Facing c = Facing Code

Fiberglass Facings (Facings may vary in each region)AS Arena ShieldAV VR-R (Polypropylene Scrim Polyester) same as PSPFS Foil Scrim KraftGG GymguardPF Polypropylene Scrim Foil (PSF), same as WMP-FPL Polypropylene Scrim Kraft (PSK), Light Duty same as WMP-VRPS Polypropylene Scrim Kraft (PSK), Standard Duty same as WMP-10PH Polypropylene Scrim Kraft (PSK), Heavy Duty same as WMP-30VS Vinyl Scrim Foil, Light Duty (VSF)VH Vinyl Scrim Foil, Heavy Duty (VSF-HD)WM WMP-50 (Polypropylene Scrim Kraft Polyester) same as PSKPWV White VinylUF Unfaced

Rigid Board FacingsLD Light DutyHD Heavy DutyHP Heavy Duty PlusAG Ag Therm

Insulation LimitationsInsulation over secondary - maximum 6" thick.Superblock - Total insulation Thickness must = 6" or 7". One layer must be 3", the other layer can be 3" or 4".

Other Insulation Systems commonly used but not in the Building EditorSimple Saver.Sag and Bag.


Insulation Length Calculations


Trim - Work Points Origins

This lesson is intended to explain Trim Work Points Origins.

The Start Left Edge, End Right Edge, andthe Start and End Elevations aremeasured from the Origin of the Wall orRoof. The X-Y symbol shows the Wall andRoof origins.

On walls, the origin is the lower left cornerof each wall.

On rectangular Roofs, the origin is alongthe ridge, along the Left Rake (viewedfrom the Ridge).

On non-rectangular Roofs, it is best toview Roofs in the Elevation View – 2D, theX-Y symbol shows where the origin is oneach roof.


Trim-ConditionsThe Trim Conditions screen defines the general Trim conditions possibly used on the building.The Trim Conditions include all of standard Trim Kits broken down by trim location and panel types.

If possible, modify the trim conditions prior to revising Covering Data.Covering Data can be revised before revising trim kits.· This will put a red check in the tree which indicates Covering Data revisions.· Vision will then hold the user change and not redetail the panel based on Trim changes.

There are 2 different methods where you can define the Trim Conditions for your building.

The 1st method is in the highest level of the tree under Trim that is for entire project. The second is under shape name per Buildingor Shape, it is titled Conditions.

OR

Trim Conditions per building or shape (highest level in the tree):

ListThis List contains the names of the Vision standard Trim Conditions.

Revised (Ref Only) Indicates if the condition has been revised by anyone.Use (Ref Only) Indicates if the condition is currently being used on the Building or Shape. If used, it will move

toward the top of the list.Condition (Ref Only) Defines the general condition or use of the trim.Type Specifies the type of trim kit that is desired for a condition.Color Applies to all parts in the Selected Trim Kit that have the color set to Match Kit Color.

� How to use (Mass Color Change):

· Press and Hold the Control Key on the keyboard.· Select all the “Like” Trim Colors that you wish to revise.· Continue to Hold the Control Key.· Pull down the Color drop list on the last trim with a color change and select a different

color.· Release the Control Key and click anywhere on the screen.

DisplayAll(thisisonlyenabledatthehighestlevelofthetreeunderTrim)The Display All button can be used to display the entire list of Trim conditions regardless of the Covering Types on your building.The only Trim Conditions that will not be displayed are: Panel Clips and Point Kits.


DisplayPartial(thisisonlyenabledatthehighestlevelofthetreeunderTrim)By default, the Display Partial option is selected.The list displays the possible trim conditions that could exist on your building based on the Wall and Roof Covering Types.

ReviseKitThis button modifies a row(s) of data in the list.

The 2nd method is defining specific Trim Conditions for each surface (wall or roof).

When selecting a Trim Condition, the Trim location will be highlight on the graphics display (3D View or Elevation View).

Trim Conditions per Surface (wall and roof levels in the tree):

Only the Trim conditions that are used on the selected Wall or Roof are displayed.List

Revised (Ref Only) Indicates if the condition has been revised by anyone.User Added (Ref Only) Indicates if the condition has been added to the list by anyone.Do Not Use Allows a condition to be ignored.

� How to use:Vision will not allow you to delete or revise the location of a system generated trim condition.Use this option to turn off this system generated trim kit if desired.

On Surface If selected, the kit will be assigned to the wall or roof surface. Including erection drawings and partslist.

Condition Defines the general condition or use of the trim.Type Specifies the type of trim kit that is desired for a condition.

� Warning:If you revise a Type that affects the Secondary Spaces, the following question will bedisplayed.


No = The Secondary Spaces are not revised and Design / Detailing is not affected.Yes = Resets will reset the secondary spaces as shown…

Color Applies to all parts in the Selected Trim Kit that have the color set to Match Kit Color.Start & Stop Locates the first and last points on the surface from the Work Point Origins.

� How to use:Start & Stop locations for Trim Conditions that are User Added can be revised as needed.Vision generated trim kit location cannot be revised.

Length (Ref Only) Displays the overall length of the trim condition located on the surface.Affect Covering This checkbox is selected when the Covering or Insulation adjustments are controlled by this

condition.

InsertThis button adds a row(s) of data into the list.� Warning:

When inserting 2 Trim conditions at the same location, the Panel & Insulation Modification Option should only be selected on 1of the Trim Conditions.

DeleteThis button removes a row(s) of data from the list.� How to use:

Vision will not allow you to Delete a System generated Trim Conditions. Use the Do Not Use option.ReviseKitThis button modifies a row(s) of data in the list.


Trim - SelectionThe Trim Selection screen defines the Trim Kit(s) for each trim condition. The kits in the Current list will be supplied for the TrimLocation selected.

Available & Current Trim Kits:

Build ListFiltered The Available list is reduced to a select few kits for the condition, also including all user kits.All The Available list will display all the kits that have been defined in Vision, also including all user kits.Build Available This button rebuilds the Available list (Filtered or All).

List - Available (top list)Lists trim kits available for the condition. This is just a selection list, the parts in these kits will not be provided.

List - Current (bottom list)The current trim kits are being supplied for this condition. If the kit is located on the building, this kit (all the parts in the kit) will besupplied.More than one kit can be put in the Current list. But Vision will only select 1 kit by default.

Add Kit & Remove KitMoves selected kits between the Available and Current lists.� How to use:

To move a kit from one list to the other, select the kit and use the Add Kit & Remove Kit buttons the move the kit.The sample above shows how to replace a standard kit with a user defined kit.When selecting a different kit, the Covering and Insulation may be set to "Not Current".

View KitSelect this button to view and define all of the parts in the selected kit.

View SED's (Read only)Select this button to view the SED's that have been generated with this kit.The SED's are only generated with System Defined kits, not User Kits.


Panel OperationSelect this button to view and define the panel operations (panel cuts and adjustments) required for this trim condition.


Trim - View (Parts in a Kit)The Trim Kit - View Parts screen shows the individual parts that are in the trim kits.From this screen you can revise existing kits to create your own kit.

View Parts in a Kit:

ListDisplays a list of all the parts required for this trim kit.

CategoryFrom the drop down list select the part category you are working with.

Part NumberFrom the drop down list select the desired part number.� How to use:

· Structural Fasteners without a length will determine the fastener lengths based on the insulation thickness.· Parts with variable lengths (CT is 5', 10', 12', 16', or 20') can be defined as CT without a length.

The kit will generate the best usage of lengths based on kit length and available part lengths.

QuantityIn this edit box enter the quantity of parts required.


Quantity UnitFrom the drop down list select the appropriate unit of measure.� How to use:

· Qty per Foot - Individual parts required in each foot.


· Linear Foot - Parts that have a length where it is partial length in each linear foot.

Some parts may have a variable length (CT is 5', 10', 12', 16', or 20'). Qty = 1.0, the kit will generate the best usage oflengths based on kit length and available part lengths.

· Each - Extra amount required per kit.


Finish / ColorThis box allows you to choose the finish & color of the trim.

DisplayCheck this box to change the display option in the list. If the display box is checked the part will be on the drawings.

DescriptionIn this edit box, type the description of the part or where the part may be used.

Insert, Revise, & DeleteThese buttons add, modify, & remove row(s) of data into the list.� How to use:

If you are creating a User Kit (building a new kit or revising a standard kit), a Copy Trim Kit box will ask you to name your NewKit.


Trim-PanelOperationsThe Trim - Panel Operations screen is used to define the dimension from the trim condition work point to the end of the panel.This screen also defines how manufacturing will cut the end of the panel at this trim condition (Square Cut, Slope, Crimp, Notch…).

Panel Operations:

The sample above shows a Wall to Roof trim condition with Panel Below.Panel 1 - Wall Panel Below, Panel 2 - Roof, Panel 3 - Wall Panel Above.

The samples above shows: a Base condition with 1 Panel, an Eave condition with 2 Panels, and a Wall to Roof condition with 3Panels.

Panel1,Panel2,&Panel3Depending on the number of panels that are affected by each trim conditions, only some of the Panels (1-3) may be used.Panel 1 defines the panel that is closest to the ground, Panel 2 is the next closest to the ground, Panel 3 is farthest from theground.

EndThe end of the panel the adjustment is to be made on. Options: Upper End, Lower End, NA.

OperationThe operation to be performed on the selected end of the panel. Options: Square Cut , Notched, Swagged, Crimp, NA.

CutThe cut to be performed on the selected end of the panel. Options: Square Cut , Slope Cut, NA.

Cut PointThe starting point of the cut to be performed on the selected end of the panel. Options: Upper End, Lower End, NA.


AdjustmentThe adjustment required for the end of the selected panel. This can be negative or a positive dimension.� Warning:

At a few conditions, there may be an additional calculation to the adjustment that is not displayed.� How to use:

If you are creating a User Kit and modify the Panel Operations, after making the User Kit current, redetail the covering to havethe panels automatically adjusted.If you are creating a User Kit , a Copy Trim Kit box will ask you to name your New Kit.

� Warning:If you are creating a User Kit that will be used to modify the Panel Operations, be sure that the Panel Operations are not set toNA.A non valid panel code of "X" may be generated in the Covering Mark Number.


Trim-PointKitConditionsThe Trim Conditions screen defines the general Trim conditions possibly used on the building.The Trim Conditions include all of standard Trim Kits broken down by trim location and panel types.

DisplayAll(thisisonlyenabledatthehighestlevelofthetreeunderTrim)The Display All button can be used to display the entire list of Trim conditions regardless of the Covering Types on your building.The only Trim Conditions that will not be displayed are: Panel Clips and Point Kits.

DisplayPartial(thisisonlyenabledatthehighestlevelofthetreeunderTrim)By default, the Display Partial option is selected.The list displays the possible trim conditions that could exist on your building based on the Wall and Roof Covering Types.

ListThe list define all possible Point Conditions on a building.

InsertThis button adds a row(s) of data into the list.DeleteThis button removes a row(s) of data from the list.� How to use:

Vision will not allow you to Delete a system generated Trim Conditions. Use the Do Not Use option.ReviseKitThis button modifies a row(s) of data in the list.


Trim-Color/ThicknessRevisionsThe Trim - Color & Thickness Revisions screen allows changes to the color and/or thickness of trim for a group of trim conditions.· The color revision will be made to individual parts, this can be viewed when a parts list or summary part report is printed and

when build is run.· This will revise any part that has a manufacturing type code starting with “T” (trim) and any part in the kit that has its color set

to “Match Kit Color”.· The thickness revision will be made to any part that has a manufacturing type code starting with a “T” (trim).· If the part has a default thickness that is thicker than the revision, the part will not be updated� Warning:

These changes will not be shown on any of the Trim Conditions screens.

Set Trim Colors:

ListLocation - Defines the Conditions that will be affected by the Color or Thickness change.Type - Select either Color or Thickness.Value - Select the new Color or Thickness for all the trim parts for this Location.

InsertAdd a new row into the List.

DeleteRemove the selected row from the List.

View AffectedThis screen (read only) specifies all of the trim conditions that will be affected by the "Set Trim Color / Gage" change.

View Affected Types:


Geometry Tool

File Name: Training 08 - Geo Tool

Insertion MethodsA. Parallel Offset

B. Perpendicular Line from End 1

C. Perpendicular Line from End 2

D. Horizontal Line from End 1

E. Horizontal Line from End 2

F. Vertical Line from End 1

G. Vertical Line from End 2

H. X-Horizontal,Y-Vertical from End 1

J. X-Horizontal,Y-Vertical from End 2

K. By Angle from End


Intersection Methods

1. Line to Line - Create a Point

2. Line to Plane- Create a Point

3. Stretch an Element to a Line

4. Stretch an Member to a Line

5. Stretch an Element to a Frame

6. Stretch an Member to a Frame

7. Add FO Bracket -Break Flat Under Flange

8. Add FI Bracket -Under Flange of Frame

9. Add MemberRemove Type 10/11 Stiffener

9a. Fix All Failed Haunch Stiffeners

10. Adjust Vertical Plate

11. Point Projected to Line


Main Shape, Wall 1, Frame Line at 40/0/0(Determine frame clearances)

Geometry Tool:1. Determine the clear heights to the Rafter FI for the 5 points by inserting vertical lines, shown above.

Geometry Tool:2. Determine the inside clear horizontal at the floor by inserting a line to the Column FI points, shown above.3. Determine the inside clear diagonal by inserting lines to the Column FI points, shown above.


Main Shape, Wall 1, Frame Line at 40/0/0(Determine Column Depth at 10/0/0)

Geometry Tool:1. Determine the Column Depth at 10/0/0, insert lines along the Column FO, the Column FI and Parallel to the

floor with a Location at 10/0/0.2. Intersect the lines to create 2 points.3. Select the 2 points and verify the Length between the points.

Lean To, Wall 3, Frame Lines at 0/0/0(Determine the Hip Rafter offset)

Geometry Tool:1. Determine the Hip Rafter offset, insert lines along the Rafter Side, the Rafter FO and Perpendicular to the

Rafter Side.2. Intersect the lines to create 2 points.3. Select the 2 points and verify the Length between the points.


Main Shape, Wall 1, Frame Line at 99/0/0(Remove type 10/11 Stiffeners)

Geometry Tool:1. Remove the Type 10/11 from Member 2 (1st Rafter).

Note: The number of Members has been increased.Frames Member Data:

2. Verify the Web Thickness has increased in both haunches.


Main Shape, Wall 1, Frame Line at 80/0/0(Adjust Vertical Bolting Plates for better alignment)

Geometry Tool:1. Adjust the Vertical Plates on Member 6, Knee Plate.

Note: the original graphics are not drawn exactly as detailed.Tree:

2. Refresh the Tree.User Clips:

3. Verify that special splice plates have been generated.


Main Shape, Wall 1, Between Frame Lines at 40/0/0 & 60/0/0(Insert a Beam)

Geometry Tool:1. Insert a point on the Column on Main Shape, Wall 1, FL at 40/0/0.

Insert a line 1/1/0 parallel to the Side.Insert a horizontal line 10/0/0 from the Single Plate.Intersect Line to Line to create a point.

2. Insert a point on the Column on Main Shape, Wall 1, FL at 60/0/0.Insert a line 1/1/0 parallel to the Side.Insert a horizontal line 10/0/0 from the Single Plate.Intersect Line to Line to create a point.

3. Insert a Beam between the 2 points.Call it an SBX that is 10” deep.Use a 6” x ¼” flanges, and a 0.1345 web

Tree:4. Refresh the Tree.

Frames / Data:5. View 3D All and verify the changes have been completed successfully.6. Are Holes are automatically added to the column webs for the beam connection?

User Frame Parts:7. Verify beam has been added into User Frame Parts successfully.


Lean to, Wall 5, at 1/0/0(Insert a Beam)

Geometry Tool:1. Insert a point on the Column Side of Lean to, Wall 5, FL at 1/0/0.

a) Insert a line parallel to the Rafter FO; revise it to be 3/0/0 lower.b) Insert a Vertical Line from End 2 on the Rafter Side.c) Intersect Line to Line to create a point.

2. Insert a point on the High Side of Lean to, Wall 5, FL at 1/0/0.a) Insert a Vertical Line from End 1 on the Rafter Side.b) Intersect Line to Line to create a point.

3. Insert a Beam between the 2 points.a) Call it an SBX that is 8” deep.b) Use a 6” x ¼” flanges, and a 0.1345 web

4. Stretch the SBX Beam Member 1 (End 1) to the Lean to Column FI using “Stretch a Member to a Frame”.5. Stretch the SBX Beam Member 2 (End 2) to the Main Column FO using “Stretch a Member to a Frame”.

6. View 3D All and verify the changes have been completed successfully.


User Frame PartsUser Frame Parts screen adds frame parts to a job, but they are not located in the 3D model.The parts can be revised, including any changes to Frame Member Data (Sizes, Plates…) and Frame Data (Holes, Clips…)These parts are not automatically designed, so the Member Sizes, Plates & Welds all must be designed.

Mark Number:

Base MarkDefine the Base Mark for the Part.The sequence number is determined automatically, grouping of identical parts is used.� How to use:

BRSX Bracket (Ship Loose)BRWX Bracket (Welded)CBX Canopy Beam

CRBX 3 Plate Crane BeamCX Column - Plate

DCC 8 1/2" Corner / Endpost - G30 GageDCD 11 1/2" Corner / Endpost - G30 GageDCE 10" Corner / Endpost - G30 GageEPX Endpost - PlateFCX Facade ColumnICX Interior ColumnMBX Mezzanine Beam

PCCX Hot Rolled Channels (CH & MC)PCX Hot Rolled Pipes (P & PX)

PPBX Portal Brace BeamRBX Rafter BeamSBX Support BeamTCX Hot Rolled Tubes (T & TS)

WBRSX Hot Rolled Bracket (Ship Loose)WBRWX Hot Rolled Bracket (Welded)

WRX Hot Rolled Beams (W & S)

QuantityEnter the quantity of the special frame part required.BRWX & WBRWX (Welded Bracket) must be located on another Frame Part, the quantity is disabled on this screen.

Geometry:

4 SidesThis option generates a 4 sided member (Column, Beam, and others).


5 SidesThis option generates a 5 sided member (Column or Rafter in the Haunch).

Data Located from Both EndsThis checkbox will locate Frame Data (Holes, Clips…) symmetrically from both ends.

� How to use:The Frame Data (Holes, Clips…) that are added only show up on End 1.On the FSD, they are located form both ends.

If a member is added using the “Data Located from Both Ends” option, the member cannot be revised back to "non-symmetrical".Splice Plates will not automatically be put at the both ends of the frame member.Avoid using turned clips / plates with more than 1 set of holes, this clip will not be located correctly at end 2.:

Size and Material:

LengthEnter the desired overall length of the special frame part.

Depth (End 1 & End 2)Enter the desired depths at both ends.

Flange and Web SizesSelect the desired material sizes.The Flange Thickness varies based on the Width selected.The Inside and Outside Flanges will be the same sizes. Unequal flanges cannot be input.

Frame Member Data & Frame Data:

The new User Frame Parts can be modified as required using the Frame Member Data & Frame Data features.


User Frame Member Geometry:

The User Frame Member can be located on the building.

Locate Points:

Selecting the “Locate Points” activates the Type.

The Type automatically defaults according to the type of user frame created. ie….CX--- defaults to a Column, RBX--- defaults to aBeam, etc…


End 1 & End 2 of each user frame part is located using X, Y & Z coordinates.

If a Column is selected as the Type, the End 2 X & Y coordinates are grayed out & not required to locate the member.

If a Beam is selected as the Type, all of the coordinates are activated & required in order to locate the member.


User Frame Parts can also be rotated on an Angle by inserting the Angle required.

Columns are located off the x coordinate & Beams are located off the Z coordinate.

Copy User Frame Parts:

Vision allows the user to create copies of User Frame Parts.

To create a copy of a User Frame Part, click on the part you wish to copy to activate it.

Place the cursor over the user frame part and hold down the left click button on the mouse.

While hold down the left click button on the mouse, drag the cursor away from the user frame part.

You will see an outline of an envelope next to the cursor to let the user know they have captured that part.

Place the cursor over the “Insert a User Frame Part” heading and release the left click button.

This will copy the part.




Detailing ProcessDownload Order for Detailing

1. Open PIM

2. To find order to be workedreview the list in the Orderssection or use the SearchBy drop list to find theorder.

Search By:This Dropdown list willshow all available searchoptions.

The system will alwaysdefault to Most RecentOrders, which is the lastorder(s) the user hasworked on.

3. Select Order from drop listand enter the order numberin the Value window.

4. Select the Search button.

5. In the Orders section theorder being searched forwill be displayed.

Double click anywhere onthe search result to openthe File Transfer screen orselect the order and clickthe Revise button.


6. At the Releases field, selectthe order number toproceed to selecting thedesired file for transfer.

This screen will refreshperiodically!

7. In the Files section selectthe file to download.Typically this will be filewith the .vpc extension.

8. Selecting the file willactivate the Upload,Download & Send IAbuttons.

Click the Download button.


9. Browse to the folder youwish to save the file to (itwill default to the BuildingFiles Folder).

Note: if you currently havea file with the same name,make sure you rename theexisting file before youdownload or PIM willoverwrite the existing file.

Click OK when complete.

10. There will be a delay in theresponsiveness of thesystem while the filetransfers.

11. When complete it returns tothe File Transfer window. Arecord of the download willbe in the File History partof the window.

12. Order download is nowcomplete.

Exit PIM if complete.


Order Folders

1. Order folders can beopened/viewed from theReleases section of File

Transfer screen.

2. Select View Files to openOrder Folders.

3. Displayed is the folderstructure for each project.The majority of informationDetailing requires is locatedunder Order Clarification.

4. The Clarification informationis located under 1Services\2 Order

Clarification\1 OCF-RFIs-Sketches-Job Log.

5. The design packet forDetailing is located under:

Services\ Design\Detailing Packet


Detail the project in Vision


Upload Order

1. Open PIM

2. Select order to upload into.

3. Double-click anywhere onorder line to open or selectline and click the Revisebutton.

4. File Transfer screen opens.

5. At the Releases field, clickon bar with right pointingtriangle to allow selection ofdesired file for transfer.

This will activate theUpload button on right side.

6. Click on the Upload button.

File to be uploaded must beclosed!

7. Locate the file to beuploaded then Double-clickthe file.


8. The question to the left willappear.

(Recommended)Click Yes to create a newVersion of the file (leavingthe existing versionavailable for use if needed).

Click No to overwrite theexisting file.

IMPORTANT: A VPC fileupload will create an XMLfile. The XML file isgenerated every time theVision file is uploaded.Earlier versions of both filetypes can be accessedfrom the File Historysection.

9. File History will log theupload for the VPC file andthe XML file.

To view each file type’s FileHistory, select the filename with the applicableextension in the Filessection.

The File Name extension inFile History will match theFile Name extension inFiles.

10. Order upload is nowcomplete.

11. Exit PIM if finished.


XML Parts Edit

1. To open the XML PartsEdit function.

2. Select the Edit buttonbelow the “XML Parts” tabin the Files section of theFile Transfer screen.

Note: The Edit button willbe active for the line withthe file name ending withthe .xml extension.

3. The Parts Editor Xml screen will open in a new window.4. Edits to the parts list can be performed from this window.


5. Edits to the XML file can beperformed by Detailing.Parts can be added,revised, deleted, copied,pasted, imported andexported into the list.

These actions aredescribed in anotherdocument.

6. PIM allows items listed inthe Change Quantity orColor of Vision Partsportion of the FBN to bemodified by Detailingbefore ECK. This willreduce the need to listthese items on the FBNwhen a quantity or colorchange is required.

7. When edits to the XML Parts are complete the next step is to send the XML Parts to Database (Db).

8. In the Files section, click the Send to Db button

9. This function will send the parts, part requirements, part placement, etc. to the Database forCompass. The function will allow reports to be run against the data for both material planning andManufacturing use.

10. The warning to the left willappear.

11. Select Yes to upload themost current version ofXML Parts to the Database.


12. When Yes is selected aPart Exceptions report willbe generated.

Print a copy to send withthe FBN.

Alternate method to viewthe Part Exceptions reportis to select the ExceptionsView button in theReleases section of FileTransfer screen.

13. Add any needed versionNotes for the file.

14. After Database has beenupdated, order is ready forECK using EngineeringTracking Workbench(ETW).


Final Build Notification (FBN)Get Date and Time for FBN

1. On the File Transferscreen under the Filessection select theappropriate file with the.xml extension.

2. Under the File Historysection, the Date and Timeare listed in the Time Sentcolumn.

3. Use the Date and Timefrom the latest transfer ofXML Parts to the Database.

4. The Type column will showthis transfer as “XML PartsUploaded to ProjectInterface Database” withReason of “Send toDatabase”.


5. Fill out date and timeinformation on the FinalBuild Notification (seeBuild Sheet tab onFMEN0104 - Job LogChecklists form).

6. Weld stamps are to bedefined in Vision (ifavailable) not the FBN.

7. Attach any ExceptionDrawings and print / saveto a PDF format.

8. Rename the PDF File"Final Build Documents"

9. Save Final BuildNotification under OrderControl Department in theorder folders.

10. If there are multiplesequences create a folderfor each ManufacturingSequence and place alldocuments (including FBN)in the appropriatesequence folder.


Use Engineering Tracking Workbench (ETW) to ECK Order

1. Open the Compass ERPsystem.

2. Enter your Username andPassword, and then click onLogin

3. Select Order ManagementENGINEERING USER orshortcut if COMPASS hasbeen set up with one.

4. Click on BSNA EngineeringTracking Workbench.

Right click and choose “Openin new tab” if preferred. Thiswill generate a tab titled“Engineering TrackingWorkbench” at top ofwindow/screen. Click to open.


5. Input order number and clickon Go.

Do not use dashes whenentering order number‼

6. Order information will populatein field below the Searcharea.

Single click the order numberto open the BuilderMilestone/Quick OrderCheck page.

7. On the Left side of the pagethere are links.

Click on Detail Milestones.


8. During the Detailing stage ofthe order, the “BMR CurrentRev#” and “Last DetailVersion” will be 3, or 3followed by three decimalplaces (i.e. 3.002).

Important: PM, Clarifier, Design &Detailing Milestones must becompleted to update the BMRCurrent Rev#.

9. BMR is updated in thefollowing ways:a. Major Changeb. Enter Actual Cmp Datec. ECK’ing order

Major Change Guidelines:a. Greater than 1000# of

materials are added to theorder.

b. Hot rolled material or othermaterials that require a TMare added.

c. Any change made to panel -Color, Type, Substrate, Gageor large increase in squarefootage (more than 500 sq.ft.).

d. Special color square footageincrease of 500 sq. ft. orgreater, panels and trim.

10. Fill in Actual Cmp Date for the applicable Detail Milestones.


11. Click the Set ECK Milestonebutton at lower right of DetailMilestones section

12. When the Set ECK Milestone button is pushed a Confirmation note will appear at the top of thescreen. Follow the instructions to complete or cancel the process.

13. The Save and Cancel buttons are at upper right of screen.

14. Order has been released to OCD (ECK).

15. When order is ECK’ed:

a. Name will be filled onRelease to OCD (ECK)line.

b. Actual Cmp Date will befilled on Release to OCD(ECK) line.

c. The BMR Current Rev# willprogress to 4

d. Last Detail Version willprogress to 4.


Detailing Paperwork

1. Fill out the Check list in the JobLog at:1 Services\ 2 OrderClarification\ 1 OCF-RFIs-Sketches–Job Log in theorder folders.

2. Save The following orderdocuments in1 Services\4 Detailing:· Detailing Worksheets &

Sketches· Summary Parts List· Parts List· Edit Check· Reference FSD’s· FBN & X-Drawings· Erection Drawings· ACAD drawing files· Tekla Models

(Examples: AutoCADdrawings, original exceptiondrawings, copies of detailingtools, etc…)

All of these items may not be usedon some orders.