VISION & VP Command Detailing Training

Transcription

1 VISION & VP Command Detailing Training June 2014 VISION - Detailing Training - VP Buildings 1 of 215

2 June 2014 VISION - Detailing Training - VP Buildings 2 of 215

3 DETAILING TRAINING LESSONS General Information o Acronyms/Abbreviations o Common Dimensioning Practices o Variable or Smart Mark Numbers o Common Generated Mark Numbers o Framing o Hot Roll Parts o User Clips o User Trim o User Gage June 2014 VISION - Detailing Training - VP Buildings 3 of 215

4 DETAILING TRAINING LESSONS Building Editor o Frame Data o Holes, Clips, Flange Braces, Stiffeners, Brackets, Misc. Plates o Frame Member Data o Webs, Flanges, Bolting Plates, Shop Splices, Welds o Bracing o Secondary o Covering o Insulation o Trim o User Parts o Frames, Clips, Trim, Light Gage o Parts Status o Additional Pricing o Geometry Tool o User located Frame Parts o Reports o Edit Check o Parts List o Fabrication Shop Drawings (FSD's) o Help o Product Reference o Screens o How To's June 2014 VISION - Detailing Training - VP Buildings 4 of 215

5 DETAILING TRAINING LESSONS Drawing Editor o Erection Drawings o Cover Sheet o Notes o Anchor Rod Plan o Primary Frames & Bracing Layout o Frame Cross Sections o Secondary o Covering, Insulation, Trim o Standard Erection Details (SED's) o Drawing Cleanup o Export to AutoCAD o Help o Product Reference o Screens o How To's June 2014 VISION - Detailing Training - VP Buildings 5 of 215

6 DETAILING TRAINING LESSONS SharePoint o Detailing Tools o Exception Drawings o Non Standard Parts o Used for Manufacturing Clarification o PC/Mfg Build Forms (Release to Mfg) o Product Excellence / Manufacturing Manuals o Standard Erection Details (SED's) o Fabrication Reference Manual (Fab Ref) o Manufacturing Reference o Weld Standards o Manufacturing Capabilities o Work Instructions o Job Log / Checklist / Build Notification June 2014 VISION - Detailing Training - VP Buildings 6 of 215

7 PIM o Job File Storage o File Storage (Paper Work) o Contract o Order Clarification o Change Requests o Design o Detailing Package o Checklist / Job Log o Release to Order Control Department June 2014 VISION - Detailing Training - VP Buildings 7 of 215

8 Detailing Training Lessons Acronyms / Abbreviations FSD Fabrication Shop Drawings Frame Drawing used in manufacturing FI Flange Inside FO Flange Outside FS Flange Special SED Standard Erection Detail General erection details found in the erection drawings. BR Bracing CM Concrete Masonry CR Crane DF Deck Framing EN Erection Notes FC Façade Covering FS Façade Structure KP Façade Key Plans MF Mezzanine Framing MS Metl-Span PF Primary Framing RA Roof Accessories RC Roof Covering RS Roof Secondary TLS ThermaLiner TP Truss Purlin WA Wall Accessories WC Wall Covering WS 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 Requirements WS-G Gage Members WS-GT Truss Members WS-P Plate WS-TC Truss Chord WS-TG Truss Gusset WS-TL Truss lattice WS-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 Brackets Frames Special & Welded Gage Rolled Cee s Truss Purlin Hot Rolled Shapes Light Gage Trim Warehouse June 2014 VISION - Detailing Training - VP Buildings 8 of 215

9 Common Dimensioning Practices Building Editor There 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 / Sixteenths 1/0/0 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 Feet L Length I Inches T Thickness E Eights W Width S Sixteenths (used at cuts on clips and brackets and bent clip length) G Gage S Size / Shape OO Operation FCC Finish / Color Variable or Smart Mark Numbers Examples: Rods 0 3 R S D D R S L L L L I E R S F F I I Flange Braces G F B G F B L L L L G F B F I I E Clips G C A G C A W W T L L L G C A I I E I I E Secondary 0 8 Z A S S S L L L L L G G O O O O S S S F F I I E G G O O O O Panel M R Z A Z M R 2 4 L L L L L G G O O F C C M R 2 4 F F I I E G G O O F C C June 2014 VISION - Detailing Training - VP Buildings 9 of 215

10 Common Generated Mark Numbers Framing B R S X # # # B R W X # # # C B X # # # C R B X # # # C X # # # D C C # # # D C D # # # D C E # # # E P X # # # F C X # # # I C X # # # M B X # # # P P B X # # # R B X # # # S B X # # # S C C # # # S C E # # # Hot Roll Parts A B X # # # Bracket Ship Loose Bracket Welded Canopy Beam 3 Plate Crane Beam Column - Plate 8 1/2" Corner / Endpost - G30 Gage 11 1/2" Corner / Endpost - G30 Gage 10" Corner / Endpost - G30 Gage Endpost - Plate Facade Column Interior Column Mezzanine Beam Portal Brace Beam Rafter Beam Support Beam Single 8 1/2" Endpost - G30 Gage Single 10" Endpost - G30 Gage Hot Roll Angle F C B X # # # Hot Roll Crane Wide Flange (W & S) (with or without Cee) P C X # # # P C C X # # # T C X # # # W B R S X # # # W B R W X # # # Hot Roll Pipe (P & PX) Hot Roll Channel (C & MC) Hot Roll Tube (T) Hot Roll Bracket (Ship Loose) 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 _ M M M M # # # m m m m # # # C P W X _ M M M M # # # m m m m # # # User Trim T R M X # # Welded Assembly Ship Loose (Hand Drawn) Welded Assembly Shop Weld (Hand Drawn) Trim (Hand Drawn) June 2014 VISION - Detailing Training - VP Buildings 10 of 215

11 User Gage G A G F N # # # G A G F P # # # G A G B N # # # G A G B P # # # G A G L N # # # G A G L P # # # G A G L W # # # G A G L B # # # Flat, < 2'-0" No Punch, No Weld Flat, < 2'-0", Punched Only Bent, < 2'-0" No Punch, No Weld Bent, < 2'-0", Punched Only Flat / Bent, > 2'-0" No Punch, No Weld Flat / Bent, > 2'-0", Punched Only Flat / Bent, Any Length, Welded Flat / Bent, Any Length, Punched, Welded User Gage (Rolled Member) G A G Z N X # # # Member Depth 07 = 7 08 = 8 ½ 10 = = 11 ½ G A G Z P X # # # G A G Z W X # # # G A G Z B X # # # G A G C N X # # # G A G C P X # # # G A G C W X # # # G A G C B X # # # G A G E N X # # # G A G E P X # # # G A G E W X # # # G A G E B X # # # G A G H N X # # # G A G H P X # # # G A G H W X # # # G A G H B X # # # Zee Zee, Punched Zee, Welded Zee, Punched, Welded Cee Cee, Punched Cee, Welded Cee, Punched, Welded Low Eave Strut Low Eave Strut, Punched Low Eave Strut, Welded Low Eave Strut, Punched, Welded High Eave Strut High Eave Strut, Punched High Eave Strut, Welded High Eave Strut, Punched, Welded User Gage (Back to Back / Face to Back / Face to Face) G A G D N X # # # Member Depth 07 = 7 10 = 10 G A G D P X # # # G A G D W X # # # G A G D B X # # # Double Cee Double Cee, Punched Double Cee, Welded Double Cee, Punched, Welded June 2014 VISION - Detailing Training - VP Buildings 11 of 215

12 Frame Data Work Points There is a variety of ways to locate parts on rafter and column frame sides: End 1-If the End 1 radio button is selected, any locations or spaces that are inserted will be located along the roof or wall plane from the End 1 WP. (See the WP layout below) End 2-If the End 2 radio button is selected, any locations or spaces that are inserted will be located along the roof or wall plane from the End 2 WP. (See the WP layout below) Horizontal-If the Horizontal radio button is selected, any locations that are input will be located horizontally from the ridge WP. Note that this option is only available for rafter frame sides. Note: This option is especially useful for locating web holes or flange inside holes for GC11_ clips. Vertical- If the Vertical radio button is selected, any locations that are input will be located vertically from the column WP at End 1. Note that this option is only available for column frame sides. Member-If the member radio button is selected, holes, clips, etc. will be located along the flange (FO,FI) or web of the member that you select in the member ID box. These locations will not include the thickness of the end plate of the member. June 2014 VISION - Detailing Training - VP Buildings 12 of 215

13 Frame Data - Holes File Name: Training 01 - Box Lesson 1 - Add 2 Holes in the Column Flange Outside (FO) After inserting holes into the column, OK back to the tree. View the results by looking at the Elevation and the 3D View All. Wall: Frame Line: Side: Holes In: Type: Detail: Location: Size: Gage: 4 2 Exterior Column 1 FO Hole Flange Holes 6'-0" 9/16" (0.5625) 3" Lesson 2 - Add 4 Holes in the Column Flange Outside (FO) Wall: Frame Line: Side: Holes In: Type: Detail: Location: Size: Gage: Pitch: 4 2 Exterior Column 1 FO Hole (4) Flange Holes 9'-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: 4 2 Exterior Column 1 FO Slot Flange Slots 10'-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. June 2014 VISION - Detailing Training - VP Buildings 13 of 215

14 Lesson 4 - Add 2 Holes in the Column Flange Inside (FI) 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: Wall: Frame Line: Side: Holes In: Type: Detail: Location: Size: Gage: Pitch: 4 2 Exterior Column 1 FI Hole Flange Holes 12'-0" 9/16" (0.5625) 3" 4 2 Exterior Column 1 FI Hole (4) Flange Holes 14'-0" 9/16" (0.5625) 3" 12" June 2014 VISION - Detailing Training - VP Buildings 14 of 215

15 Lesson 6 - Add 1 Hole in the Column Web Wall: Frame Line: Side: Holes In: Type: Detail: Location: Size: Dim A: 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. 4 2 Exterior Column 1 Web Hole (1) Web Hole 5'-0" 9/16" (0.5625) 2" Lesson 7 - Add 2 Holes in the Column Web (Adjacent) 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) Look at the Detail for Dim A and Gage. After inserting holes into the column, APPLY. View the results by using the VIEW button. Wall: Frame Line: Side: Holes In: Type: Detail: Location: Size: Dim A: Gage: Wall: Frame Line: Side: Holes In: Type: Detail: Location: Size: Dim A: Gage: 4 2 Exterior Column 1 Web Hole (2) Web Holes Adjacent 7'-0" 13/16" (0.8125) 3" 5" 4 2 Exterior Column 1 Web Hole (2) Web Holes Parallel 9'-0" 15/16" (0.9375) 5" 3" June 2014 VISION - Detailing Training - VP Buildings 15 of 215

16 Lesson 9 - Add 2 Holes in the Column Web (Angle 1) 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 10 - Add 2 Holes in the Column Web (Angle 2) Look at the Detail for Dim A and Gage. After inserting holes into the column, APPLY. View the results by using the VIEW button. Wall: Frame Line: Side: Holes In: Type: Detail: Location: Size: Dim A: Gage: Angle: Wall: Frame Line: Side: Holes In: Type: Detail: Location: Size: Dim A: Gage: Angle: 4 2 Exterior Column 1 Web Hole (2) Web Hole Angle 1 11'-0" 9/16" (0.5625) 12" 3" Exterior Column 1 Web Hole (2) Web Hole Angle 2 13'-0" 9/16" (0.5625) 4" 3" 85 June 2014 VISION - Detailing Training - VP Buildings 16 of 215

17 Lesson 11 - Add a Slot in the Column Web Look at the Detail for Dim A and Length. After inserting holes into the column, APPLY. View the results by using the VIEW button. Wall: Frame Line: Side: Holes In: Type: Detail: Location: Size: Length: Dim A: 4 2 Exterior Column 1 Web Slot (1) Web Slot 15'-0" 9/16" (0.5625) 2" 4" 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: 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. 4 2 Exterior Column 1 Web Rod Slot Rod Slot A 17'-0" Std. Rod 4" Select (Check box) RSW June 2014 VISION - Detailing Training - VP Buildings 17 of 215

18 Work Points on a Rafter Side is at the Ridge along the Purlin Line The Rafter Side Work Point is at the intersection 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 different Location 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: 4 2 Rafter 1 End 1 (Default) FO Hole Flange Holes 2'-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: 4 2 Rafter 1 Horizontal FO Hole Flange Holes 10'-0" 9/16" (0.5625) 3" June 2014 VISION - Detailing Training - VP Buildings 18 of 215

19 Lesson 15 - Add 2 Holes in the Rafter Web Wall: Frame Line: Side: Loc. Method: Holes In: Type: Detail: Location: Size: Dim A: Gage: 4 2 Rafter 1 End 1 Web Hole 2 Web Holes Horizontal 7'-6" 13/16" (0.8125) 5" 3" Lesson 16 - Add 4 Holes in the Rafter Web Lesson 17 - Add a Hole in the Rafter Web Wall: Frame Line: Side: Loc. Method: Holes In: Type: Detail: Location: Size: Dim A: Pitch: Gage: Wall: Frame Line: Side: Loc. Method: Holes In: Type: Detail: X: Y: Size: 4 2 Rafter 1 Horizontal Web Hole 4 Web Holes Horizontal 15'-0" 13/16" (0.8125) 4" 5" 5" 4 2 Rafter 1 X / Y Web Hole (1) Web Hole 3'-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. June 2014 VISION - Detailing Training - VP Buildings 19 of 215

20 Lesson 18 - Add 2 Holes in the Rafter Flange Outside (FO) Note: This lesson may vary per building run, instructor will demonstrate this. Wall: 4 Frame Line: 2 Side: Rafter 1 Loc. Method: Member Holes In: FO Type: Hole Detail: Flange Holes Member: 2 Location: 2'-0" (from the Bolting Plate) Size: 9/16" (0.5625) Gage: 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: 4 1 Rafter 1 End 1 Web Cope Web Cope End 2 FI 3" 6" Look at the Detail for Copes Sizes and Lengths. The Size is measured as a Web Cut, and does not include the Flange. June 2014 VISION - Detailing Training - VP Buildings 20 of 215

21 Frame Data Near Side & Far Side From 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 bolted parts in the Build Editor, it is sometimes necessary to insert those parts on a particular side of a column or rafter. The view to the left is a useful way of determining how the frame data editor will locate those parts. The arrows indicate near side. Note the Along wall orientation. 2. Also notice several rules (in the blue squares) on the left that give a universal method of determining near side and far side regardless of the along wall. June 2014 VISION - Detailing Training - VP Buildings 21 of 215

22 GC1 June 2014 VISION - Detailing Training - VP Buildings 22 of 215

23 GCA June 2014 VISION - Detailing Training - VP Buildings 23 of 215

24 PG1 (Ship Loose Clip) June 2014 VISION - Detailing Training - VP Buildings 24 of 215

25 June 2014 VISION - Detailing Training - VP Buildings 25 of 215

26 Frame Data - Clips General Clip Notes: Most Girt / Purlin Clips are: 10 Gage = " ~ 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) 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. Wall: Frame Line: Side: Attached to: Type: Detail: Clip: Location: Weld: 4 3 Exterior Column 1 FO Welded Clip Flange Clip GC1 (10 Gage) 3'-11 7/8" (girt at 4'-0") Standard 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: 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. 4 3 Exterior Column 1 FO Welded Clip Flange Clip GCA (1/4" thick) 5'-11 3/4" (girt at 6'-0") 3/16" Fillet Both Sides Lesson 3 - Add a PG1 Clip to the Column Flange Outside (FO) 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. Wall: Frame Line: Side: Attached to: Type: Detail: Clip: Location: Rotate: 4 3 Exterior Column 1 FO Bolted Clip Bent Clip w/ Holes PG1 8'-0" 0 June 2014 VISION - Detailing Training - VP Buildings 26 of 215

27 Lesson 4 - Add a Clip to the Column Web (Near Side) - FL 3, Col 1 Wall: Frame Line: Side: Attached to: Type: Detail: Clip: Dim A: Side: Location: Weld: 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 (Far Side) - FL 3, Col 2 Wall: Frame Line: Side: Attached to: Type: Detail: Clip: Dim A: Side: Location: Weld: 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. 4 3 Exterior Column 1 Web Welded Clip Web Clip Adjacent GC2 (10 Gage) 1 7/8" (std for Inset) Near 4'-11 7/8" (girt at 5'-0") Standard 4 3 Exterior Column 2 Web Welded Clip Web Clip Adjacent GC2 (10 Gage) 1 7/8" (std for Inset) Far 4'-11 7/8" (girt at 5'-0") Standard June 2014 VISION - Detailing Training - VP Buildings 27 of 215

28 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: 4 4 Exterior Column 1 Web Bolted Clip Web Bent Clip with Holes GC5 1 7/8" (std for Inset) Near 5-0" (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: 4 4 Exterior Column 2 Web Bolted Clip Web Bent Clip with Holes GC5 1 7/8" (std for Inset) Far 5-0" (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. June 2014 VISION - Detailing Training - VP Buildings 28 of 215

29 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: 4 3 Rafter 1 Web Welded Clip Web Clip Parallel GC2 (10 Gage) 3" Both 1'-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: 4 3 Rafter 1 Web Welded Clip Web Clip Adjacent GC2 (10 Gage) 2 1/4" Both 2'-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: 4 3 Rafter 1 Web Welded Clip Web SQW Parallel SQW4443 3" Both 3'-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 *. June 2014 VISION - Detailing Training - VP Buildings 29 of 215

30 Lesson 11 - Add a Clip to the Rafter Web at an Angle to the FO Wall: Frame Line: Side: Attached to: Type: Detail: Orientation: 4 3 Rafter 1 Web Welded Clip Web Clip Angle 1 Lesson 12 - Add a Vertical Clip to the Rafter Web Clip: Dim A: Side: Location: Weld: Wall: Frame Line: Side: Attached to: Type: Detail: Orientation: GC1 (10 Gage) 4 3/4" Both 4'-0" Standard 4 3 Rafter 1 Web Welded Clip Web Clip Angle 1 Clip: Dim A: Side: Location: Weld: GC1 (10 Gage) 4 1/2" Both 5'-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: 4 3 Rafter 1 FO Welded Clip Flange Clip EPC3 (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. June 2014 VISION - Detailing Training - VP Buildings 30 of 215

31 File Name: Training 09 - WindPost Lesson 14 - Add a GC1 Clip to the Rafter Flange Outside (FO) - FL 2, Rafter 1 & 2 Wall: Frame Line: Side: Attached to: Type: Detail: Clip: Location: Weld: 4 2 Rafter 1 & Rafter 2 FO Welded Clip Flange Clip GC1 (10 Gage) 34-7 " (34-7 1/8" 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 Clip to the Rafter Flange Outside (FO) Wall: Frame Line: Side: Attached to: Type: Detail: Clip: Rotate Leg: Location: 4 3 Rafter 1 and Rafter 2 FO Bolted Clip Bent Clip with Holes PG1 (10 Gage) /8 In this example, the Purlin Hole interferes with the Haunch 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). June 2014 VISION - Detailing Training - VP Buildings 31 of 215

32 Frame Data - Flange Braces Mark Numbers 1/2" Bolts - 2 1/2" x 2 1/2" x L Part mark: G F B f i i e Sample: GFB3104 Round to the nearest 1/8" 1/2" Bolts - 2 3/4" x 2 3/4" x L Part mark: H F B f i i e Sample: HFB3104 Round to the nearest 1/8" 1/2" Bolts - 3" x 3" x 3/16 Hot Rolled Angle Part mark: 1 2 M D A f i i e Sample: 12MDA3100 Round 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 Angle Part mark: 1 2 M D B f i i e Sample: 12MDB3100 Round to the nearest 1/8". At Bar Joist, Round up to the nearest 4" Column Depth CL of Frame to CL 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 Clip 3 PL = 3" Increments from FO 12MDA to 1RWB " Gage = 2" from FI 12MDB to 3RWB June 2014 VISION - Detailing Training - VP Buildings 32 of 215

33 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. Flange 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. 10" Post Only Girts / Purlins June 2014 VISION - Detailing Training - VP Buildings 33 of 215

34 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 June 2014 VISION - Detailing Training - VP Buildings 34 of 215

35 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 June 2014 VISION - Detailing Training - VP Buildings 35 of 215

36 Flange Brace at Liner L Clips (FBLC2) are used at Liner connections. Flange Brace at Simple Saver (2) Clips (KMA1 & WBBC1) are used at Simple Saver connection with structural fasteners. Girts / Purlins at Liner Girts / Purlins at Simple Saver June 2014 VISION - Detailing Training - VP Buildings 36 of 215

37 Frame Data - Stiffeners Type 1 Stiffener Intermediate Detailing may adjust +/- 4 Type 2 Stiffener Between FI Holes Type 3 Stiffener Haunch - 90 o to FO Only used at Vertical Plates Type 5 Stiffener Partial Length Along FO or FI Type 6 Stiffener Ridge Type 7 Stiffener Full Length Type 8 Stiffener 90 o to Bolting Plate Type 9 Stiffener Haunch - 90 o to Knee Plate Type 10 Stiffener 90 o to Knee Plate Do not delete in Frame Data Use Geometry Tool to Delete Type 11 Stiffener 90 o to S9 Stiffener Do not delete in Frame Data Use Geometry Tool to Delete The Type 10 & Type 11 may fail to design, the Edit Check warning informs you to use the Alternate Web Thickness via the Geometry Tool. Do not delete in Frame Data Use Geometry Tool to Delete WSF Stiffener w/ FB Hole Partial Length Along FI June 2014 VISION - Detailing Training - VP Buildings 37 of 215

38 Stiffeners Lesson 1 - Insert a Type 1 Stiffener - FL 3, Rafter 1 Wall: Frame Line: Side: Location: Along: Detail: Side: Thickness: FO & FI Weld: Web Weld: 4 3 Rafter 1 14'-0" FO S1 Stiffener Near 1/4" 3/16" Fillet Both Sides 3/16" 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: 4 3 Rafter 1 16'-0" FO S7 Stiffener Both 3/8" FO & FI Weld: Web Weld: 3/16" Fillet Both Sides 3/16" 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: 4 3 Rafter 1 18'-0" (Horizontal) FI S5 Stiffener Both 3/8" 7" FI Weld: Web Weld: 3/16" Fillet Both Sides 3/16" Fillet One Side June 2014 VISION - Detailing Training - VP Buildings 38 of 215

39 BKA- BKB- June 2014 VISION - Detailing Training - VP Buildings 39 of 215

40 HWU- June 2014 VISION - Detailing Training - VP Buildings 40 of 215

41 Frame Data - Brackets Bracket 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: 4 4 Exterior Column 1 10'-2" FO Welded Bracket Bracket Along FO or FS BKA /16" Fillet Both Sides Lesson 2 - Insert a Bracket on the Column Flange Inside (FI) - FL 4, Col 1 Wall: Frame Line: Side: Location: Attached: Bracket Type: Detail: Mark Number: Special Weld: Sample Cut: Actual Cut: 4 4 Exterior Column 1 10'-2" FI Welded Bracket Bracket on FI BKB /16" Fillet Both Sides 0204 = 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: Side: Location: Attached: Bracket Type: Detail: Mark Number: Orientation: 4 4 Rafter 1 19'-6" (Horizontal) FI Welded Bracket Underhung Bracket on FI-FL HWU Special Weld: Sample Cut: Actual Cut: 3/16" Fillet Both Sides 100 = 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. June 2014 VISION - Detailing Training - VP Buildings 41 of 215

42 Frame Data - Miscellaneous Plates Lesson 1 - Insert a Cut-in Plate on the Corner Column Flange Outside (FO) - FL 5, Ext Col 1 Wall: Frame Line: Side: Location: Attached: Detail: Mark Number: Web Weld: 4 5 Exterior Column 1 10'-0" FO Flange Plate Cut-in 3A /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. June 2014 VISION - Detailing Training - VP Buildings 42 of 215

43 Sample Weld Remarks Bracket Select: Opposite Conrac at Bracket + 3" past. Revise: Add'l Weld Both Side of Web at Bracket + 6" past Bracket. Add: Weld all around. SP Select: Weld REF SIDE to Revise: Weld REF SIDE to FO. MZA Select: Locate OUT Toward Revise: Locate OUT Toward END1. HELP Refer to HELP for additional examples. June 2014 VISION - Detailing Training - VP Buildings 43 of 215

44 Standard Bolting Plates June 2014 VISION - Detailing Training - VP Buildings 44 of 215

45 June 2014 VISION - Detailing Training - VP Buildings 45 of 215

46 A325T Bolts: (Not adjusted for 5/32 thick washers) These table matches Vision Frame Detailing Bolt Grip Tables Diameter Length A325 Min. Max. Thread Bolts Grip Grip Length Notes 1/2" 1 1/2" " 13/16" Full Thread Zinc Plated 1/2" 2" " 1 1/2" Full Thread 5/8" 1 1/2" " 5/8" Full Thread 5/8" 2 1/4" " 1 3/8" Full Thread 3/4" 2 1/2" " 1 3/4" Full Thread 7/8" 3 1/2" " 2 3/8 Full Thread 1" 3 1/2" " 2 1/2" Full Thread 1 1/8" 4" " 2 7/8" Full Thread 1 1/4" 4" " 2 3/4" Full Thread 1 1/4" 5" " 3 3/8" Full Thread 1 1/2" 5" " 3 1/8" Full Thread A307 Thin Hex Head Bolts: A307 Min. Thread Diameter Length Notes Bolts Grip Length 1/2" 1 1/4" Full Thread Zinc Plated June 2014 VISION - Detailing Training - VP Buildings 46 of 215

47 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 Slots 1/2" 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" June 2014 VISION - Detailing Training - VP Buildings 47 of 215

48 Edge Distance Charts Edge Distances for Standard Holes: Bolt Diameter Minimum Edge Distance from Center of Standard Hole to Edge of Connected Part 1/2" 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 < 7/8 + 1/16 + 1/ /8 + 1/8 > 1 1/8 + 1/8 + 3/16 Slotted Holes Perpendicular to Edge Short Slots Long Slots a Parallel to Edge + (.75 x Dia) 0 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 / DP Punch Clearance on an Angle, per Manufacturing Capabilities MV page 4 ( ): Clearance = Material Thickness + Annville 1.25 Evansville Clearance = K Jackson N/A Laurinburg N/A Monterrey Clearance = 1 1/8" San Marcos N/A St Joseph Clearance = K Rainsville Clearance = K Clearance = Material Thickness + Visalia 1.5 June 2014 VISION - Detailing Training - VP Buildings 48 of 215

49 Reading FSD Open HELP, go to Detailing, Frames (General), Reading an FSD. Open in a New Window. Print & Read the Lesson. June 2014 VISION - Detailing Training - VP Buildings 49 of 215

50 June 2014 VISION - Detailing Training - VP Buildings 50 of 215

51 June 2014 VISION - Detailing Training - VP Buildings 51 of 215

52 June 2014 VISION - Detailing Training - VP Buildings 52 of 215

53 June 2014 VISION - Detailing Training - VP Buildings 53 of 215

54 June 2014 VISION - Detailing Training - VP Buildings 54 of 215

55 June 2014 VISION - Detailing Training - VP Buildings 55 of 215

56 1. The Length is the approximate ship length. It may not be the actual length of the member. Weight is the weight of the member including all sub-units. Quantity is the total number of pieces you have for that particular part number in this job file is the order number; it must be manually entered before it will appear on the Reference FSD. The word Reference means this is a Reference FSD for Drafting / Checking, it is not the actual FSD that is used for Fabrication from Manufacturing Build. In this Part Number the CX is Column X Drawing, 005 is a unique counter. Note: This number is subject to change. Any changes in Frame Data or Frame Member Data could change this part number. Primer color is shown as P: Gray, other colors are available. 3. SPECIAL NOTES are user added notes. STAMPS are pre-defined stamps that can be selected for the part. 4. Near Side / Far Side Shown states that the drawing of the part is viewed from. Page 1 is the Near Side, Page 2 is the Far Side. Clips and stiffeners can be located on Both Sides, Near Side or Far Side. Only parts on the Near Side or Both Sides will be shown on this drawing. Near Side is shown when the Flange Outside is on the right. *** IMPORTANT NOTE *** The picture on the FSD may not always be accurate, always refer to the text and the Manufacturing Reference Manual details for accurate orientation of Clips, Holes, Stiffeners, Plates, and Brackets. June 2014 VISION - Detailing Training - VP Buildings 56 of 215

57 5. This Represents the End 1. All Clips and holes are dimensioned from End1 unless they are located on the Flange Special. 6. This is an enlarged view of the FSD Drawing of End 1 and End 2. June 2014 VISION - Detailing Training - VP Buildings 57 of 215

58 6. The Web Details section gives you information for the web thickness, depths, cuts, lengths and plasma angles. Additional information for the Web layout may be found in the Manufacturing Reference Manual, see MR-02 WEB LAYOUT PLASMA COORDINATES & ANGLE OF CORNERS June 2014 VISION - Detailing Training - VP Buildings 58 of 215

59 7. This section states the Flange Outside size, width, length, and hole locations if applicable. The default hole size is 9/16", if the hole is a different size than 9/16", 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 June 2014 VISION - Detailing Training - VP Buildings 59 of 215

60 8. This section states the Flange Inside size, width, length, and hole locations if applicable. The default hole size is 9/16", if the hole is a different size than 9/16", the size is in parentheses Sample: (0.81) = 13/16" diameter. FLANGE WORK POINTS June 2014 VISION - Detailing Training - VP Buildings 60 of 215

61 9. The Shop Attached Parts section is additional parts that are attached to the main part, which includes a Web, Flange Outside and Flange Inside. 10. This Plate is number 1 as a Shop Attached Part and is BPB Listed is a Quantity, and also the Size (thickness, width and length). Out-dim hole is a web dimension, the location of the first hole from the inside of the Flange Outside. The weld to -> represents the welds that are required to weld the plate on. Refer to WS-P-01 through WS-P-17 in the Manufacturing Reference Manual. June 2014 VISION - Detailing Training - VP Buildings 61 of 215

62 11. This section is for Shop Attached Parts. This Flange Special (if applicable) is number 2 as a Shop Attached Part and is FS1. Listed, are a Quantity, and the Size (thickness, width and length). The Holes on a Flange Special are dimensioned from the Flange Inside side/ coming from the location of the Splice Plate. The hole size is in parentheses Sample: (0.81) = 13/16" diameter. Note: All Shop Attached parts have a number attached to them. This example the 2 on 2-FS will be located on the drawing of the FSD showing the location. June 2014 VISION - Detailing Training - VP Buildings 62 of 215

63 12. This Plate is number 3, a Shop Attached Part and is a 005SP Listed are a Quantity, and Size (thickness, width and length). Out-dim hole is a web dimension, the location of the first hole from the inside of the Flange Outside or Flange Special. A negative out-dim hole is also measured from the inside of the Flange Outside or Flange Special. Refer to WS-P-01 through WS-P-17 in the Manufacturing Reference Manual. OUT is used for orientating plates toward the outside flange. In this mark number 005SP , 005 is a counter SP is a Special Plate 060 is 06 0/8" wide 03 is 0 3/8" thick 2004 is 2'-0 4/8" June 2014 VISION - Detailing Training - VP Buildings 63 of 215

64 13. The Stiffener numbers 4 & 6 are located along the FO, Stiffener 6 has a special angle of 85 degrees. 14. Clips can be located to the Centerline of a Hole shown on 8-4MZE B. This is preferred by manufacturing. If the clip does not have holes or if difficult for manufacturing to locate to the centerline of the hole, you can locate the clip to the 1 st edge, as shown on 5-3KC Both of these clips are located Vertically and require an Out Dim A to locate the clip from the Edge of the Web to the Edge of the Clip. 15. Stiffeners can be located on Either Side as shown on 7-WS The stiffener will be shown on both sides of the assembly but will only be located on one side BR1 is a plate used to strengthen the Flange Extension. June 2014 VISION - Detailing Training - VP Buildings 64 of 215

65 June 2014 VISION - Detailing Training - VP Buildings 65 of 215

66 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 Bracket JCP used if >7" from Bracket to Rafter Purlin near a Bracket JCP not used if <7" from Bracket to Rafter June 2014 VISION - Detailing Training - VP Buildings 66 of 215

67 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 connection o 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. Refer to the PnP (section 3.3.1) for more specification on these product enhancements. JCP June 2014 VISION - Detailing Training - VP Buildings 67 of 215

68 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 FI Reinforcement 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. June 2014 VISION - Detailing Training - VP Buildings 68 of 215

69 Frame Member Data Frame Member Data - Information File Name: Training 01 - Box Lesson 1 - Revise the Web Thickness Wall: Frame Line: ID: Web Thick: 4 2 Member 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: 4 2 Member 1 Match 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: 4 2 Member 1 10'-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. June 2014 VISION - Detailing Training - VP Buildings 69 of 215

70 Lesson 4 - Revise the Depth at End 1 - FL 2, ID 1 Wall: Frame Line: ID: Depth 1: 4 2 Member 1 12" 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 Member 1 Bolting Plate Member 2 Bolting 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: ID: Row 4: Adjust 1: Weld to FO: Weld to FI: Weld to Web: 4 2 Member 1 New Plate = 3B /4" Bolts Width = 6" Thickness = 1/2" Length = 3'-5" 4 Rows Out, 3 Rows In 0.5 3/16" Fillet, Both Sides 3/16" Fillet, Both Sides 3/16" Fillet, One Side Member 2 New Plate = 3B /16" Fillet, Both Sides 3/16" Fillet, Both Sides 3/16" Fillet, One Side After revising the Shop Splices to Bolting Plates, look at the Frame Mark Numbers. June 2014 VISION - Detailing Training - VP Buildings 70 of 215

71 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: 4 4 Member 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: & 7 Moment Outside Flange 33 and fix Thickness as required. June 2014 VISION - Detailing Training - VP Buildings 71 of 215

72 Lesson 9 - Revise the Haunch Plates to Flush - FL 5, ID 1 & 2, Properties Wall: Frame Line: ID: Knee Plate: Connection: Plate Offset: 4 5 Member 1 Adjacent Member 2 (automatically updated) Moment Outside Flange 13 and fix Thickness as required. 0" After revising the Bolting Plates, look at the Welds. June 2014 VISION - Detailing Training - VP Buildings 72 of 215

73 Bracing Diagonal Bracing: Rods 3/8" - 1 1/2" Rod backing plates may be required by design. Rod Slot w/ Hillside Washer Connection 3/8" - 1 1/8" Rods Rods to Floor (RBA) Clevis Connection 3/8" - 1 1/2" Rods 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 i Thread One End, Clevis One End RT DD RT LLLL i e RT f f i i Clevis Both Ends w/turnbuckle RU DD RU LLLL i e RU f f i i D = Diameter Code L = Length f f = Feet i i = Inches e = Eighths Rod Length Calculation: Rod Slot Add 4" past slot Clevis Center of the hole June 2014 VISION - Detailing Training - VP Buildings 73 of 215

74 Rod Hardware: Code Diameter Hex 1 - Flat 2 - Flat Hillside Coupling Clevis Pin Turnbuckle Nuts Washer Washer Washer Nut 03 3/8" /4" /2" /4" /8" /4" /4" /4" /8" /4" " /4" /8" /4" /4" n/a n/a n/a n/a /4" /8" n/a n/a n/a n/a /2" /2" n/a n/a n/a n/a /2" Diagonal Angle Bracing: Welded Angle Bracing (BA) 01BA 03BA 04BA 06BA 09BA 11BA 10BA 12BA 13BA 14BA 15BA 16BA 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 erection only, field welding is req'd. Bolted Angle Bracing (BAB) 06BAB 09BAB 12BAB 13BAB 14BAB 15BAB 16BAB 17BAB 18BAB 19BAB 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 e Bolted Angle Bracing BAB AA BAB LLLLL c c BAB f f i i e A = Angle Code L = Length f f = Feet i i = Inches e = Eighths c = Size Code June 2014 VISION - Detailing Training - VP Buildings 74 of 215

75 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. June 2014 VISION - Detailing Training - VP Buildings 75 of 215

76 Portal Frames: Standard 8" From Portal Frame Column Flange to Main Frame Web. Flush 1/2" From Portal Frame Column Flange to Main Frame Web. Fixed Base Windpost: Standard 11 1/2" From Windpost Frame Column Flange to Main Frame Web. Note: Rod connections may vary per condition. June 2014 VISION - Detailing Training - VP Buildings 76 of 215

77 Bracing Struts: Face to Face Cee - 8 1/2" Cee BSA, BSB, BSD - 10" Cee BSE, BSF, BSG - 14 & 11 Gage 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. Note: Connections may vary per condition. June 2014 VISION - Detailing Training - VP Buildings 77 of 215

78 Soldier Column / King Post with Wind Struts / Intermediate Sidewall Column with King Post: Purlins Single Cee TBG 8 1/2" Cee 11 Gage RWF Brace Clip Bar Joist WideBay Truss Purlin Double Angle TBA 4 x 4 x 1/4" 16MDB Bracing Near Flange Outside Bracing Near Flange Outside Bracing Below Bar Joist / WideBay / Truss Purlin June 2014 VISION - Detailing Training - VP Buildings 78 of 215

79 Secondary Standard Shapes: Zee 7'', 8 1/2'', 10", 11 1/2" Notes: 7" Purlins not allowed with floating roofs. Cee 7'', 8 1/2'', 10", 11 1/2" Notes: 7" Purlins not allowed with floating roofs. Eave Purlin 7'', 8 1/2'', 10", 11 1/2" Notes: 7" Purlins not allowed with floating roofs. Back to Back Cee (Galvanized) 8 1/2'', 10" Gage Face to Face Cee (Primer) 8 1/2'', 10" 14 & 11 Gage Face to Back Cee (Primer) 8 1/2'', 10" 14 & 11 Gage Truss Purlin 2 1/2" & 8 1/2" Seat Depth 1'-8 1/2" & 2'-5 1/2" Depths Notes: Truss Purlins must be used with floating roofs. Bar Joist Buyout Floating Roof (typical) 5" Seat Depth SSJ 3 1/2" Gage, 1/2" Bolts LSJ 4" Gage, 3/4" Bolts Mezzanine (typical) 2 1/2" Seat Depth Notes: Bar Joist must be used with floating roofs. June 2014 VISION - Detailing Training - VP Buildings 79 of 215

80 Standard Mark Numbers: 0 8 Z A d 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 Adjustment Code Thickness Length Shape Depth Depth Adjustment Codes Standard Holes 07 = 7" 1 = 11 3/4" (10 1/2" Lap) 0 = Frame / Flange Brace 08 = 8 1/2" 2 = 1'-5 3/4" (1'-4 1/2" Lap) 1 = Inset Notch / Frame / FB 10 = 10" 3 = 1'-11 3/4" (1'-10 1/2" Lap) 2 = End Holes Only 11 = 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 Holes Shape A = 11 3/4" From CL of 4'-9" Z = Zee B = 5 3/4" B = Frame / FB / (4) Key Holes C = Cee C = 0" From CL of Varies, 4'-9", Varies E = Low Eave Strut D = -1/4" C = Frame / FB / (2) Key Holes H = High Eave Strut E = -1 1/4" From CL of 6'-9" F = -2 1/4" D = Frame / FB / (4) Key Holes Thickness G = -3 1/4" From CL of Varies, 6'-9", Varies 17 = H = -3 3/4" 16 = J = -4 1/4 Outside Flange Hole Codes 15 = K = -5 1/4" 0 = No Optional Holes 14 = L = -6 1/4" 1 = Gable Angle Hole Only 13 = M = -7 1/4" 2 = Panel Holes Only 12 = N = -8 1/4" 3 = Gable Angle & Panel Holes 11 = P = -8 3/4" Q = -9 1/4" Pitch ("E" & "H" Shapes Only) R = -10 1/4" 0 = 1/2:12 S = -11 1/4" 1 = 1:12 T = -11 3/4" 2 = 2:12 U = -12 1/4" 3 = 3:12 V = 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". June 2014 VISION - Detailing Training - VP Buildings 80 of 215

81 Special Mark Numbers: Z S c 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 Codes 07 = 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 Shape ZS = Zee BB = Back to Back Cee FB = Face to Back Cee CS = Cee FF = Face to Face Cee ES = Low Eave Strut HS = High Eave Strut Thickness Thickness Thickness 17 = = = = = = = = = = = = = = = = Standard Holes Outside Flange Hole Codes Pitch ("E" & "H") 0 = Frame / Flange Brace 0 = No Optional Holes 0 = 1/2:12 1 = Inset Notch / Frame / FB 1 = Gable Angle Hole Only 1 = 1:12 2 = End Holes Only 2 = Panel Holes Only 2 = 2:12 3 = No Holes 3 = Gable Angle & Panel Holes 3 = 3:12 A = Frame / FB / (2) Key Holes 4 = 4:12 From CL of 4'-9" B = Frame / FB / (4) Key Holes From CL of Varies, 4'-9", Varies C = Frame / FB / (2) Key Holes From CL of 6'-9" D = Frame / FB / (4) Key Holes From CL of Varies, 6'-9", Varies Note 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: 00108ZS June 2014 VISION - Detailing Training - VP Buildings 81 of 215

82 Jambs & Headers: J S c c c d d s s f f i i e g g Thickness Length Shape Depth Counter Single Cee Depth Double Cee Depth 07 = 7" 08 = 8 1/2" 08 = 8 1/2" 10 = 10" 10 = 10" 11 = 11 1/2" Shape JS = Jamb / Header / Sill Shape DS = Jamb / Header / Sill Thickness Thickness 17 = = = = = = = = = Note 1: Jambs are not punched symmetrically. Note 2: Headers and Sills are punched symmetrically. Product Reference - Secondary Sections / Punch Patterns Zee and Cee Punch Patterns: June 2014 VISION - Detailing Training - VP Buildings 82 of 215

83 June 2014 VISION - Detailing Training - VP Buildings 83 of 215

84 June 2014 VISION - Detailing Training - VP Buildings 84 of 215

85 Depth = 7" Z Leg = 2 1/4" C Leg = 2 3/8" Depth = 8 1/2'' Z Leg = 2 1/2" C Leg = 2 5/8" 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" 17 Gage (0.060) 15 Gage (0.073) 12 Gage (0.098) 11 Gage (0.113) 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) 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) 16 Gage (0.068) 15 Gage (0.073) 13 Gage (0.088) 11 Gage (0.113) June 2014 VISION - Detailing Training - VP Buildings 85 of 215

86 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" 17 Gage (0.060) 15 Gage (0.073) 12 Gage (0.098) 11 Gage (0.113) 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) 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) 16 Gage (0.068) 15 Gage (0.073) 13 Gage (0.088) 11 Gage (0.113) June 2014 VISION - Detailing Training - VP Buildings 86 of 215

87 Door Header Channel: D H C s s s f f i i e g g " DHA Thickness 17 Only 8 1/2" DHC Length 10" DHD Shape 11 1/2" DHE Liner Door Header: L D C s s s f f i i e g g " 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'' 17 Gage (0.060) 15 Gage (0.073) 12 Gage (0.098) 11 Gage (0.113) 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) 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) 16 Gage (0.068) 15 Gage (0.073) 13 Gage (0.088) 11 Gage (0.113) June 2014 VISION - Detailing Training - VP Buildings 87 of 215

88 Product Reference - Secondary Punch Locations End Bay Punch Locations: All Endwall Girts Flush & Inset 7" & 8 1/2" Endwall Girts Outset / Bypass 10" & 11 1/2" Endwall Girts Outset / Bypass BL to CL = 6" 1 1/4" 5 3/4" 2'-4 1/4" 3'-4 1/4" 4'-4 1/4" End Frame Actual Length = Building Line - 1/4" BL to CL = 6" BL to CL = 1'-0" BL to CL = 1'-3" Punch from the End of the Secondary 1 1/4" End Holes BL to CL = 1'-0" 1 1/4" 11 3/4" 2'-10 1/4" 3'-10 1/4" 4'-10 1/4" From Frame Centerline 0" Frame Connection 1'-10 1/2" Flange Brace 2'-10 1/2" Flange Brace 3'-10 1/2" Flange Brace From Secondary End BL to CL = 1'-3" 1 1/4" 1'-2 3/4" 3'-1 1/4" 4'-1 1/4" 5'-1 1/4" (Sec Adj Code = B) (Sec Adj Code = A) (Sec Adj Code = V) Usage End Holes Frame Connection Clip Flange Brace Flange Brace Flange Brace June 2014 VISION - Detailing Training - VP Buildings 88 of 215

89 Inset Punch Locations: From Secondary End 1 1/4" 1'-9 1/4" 2'-9 1/4" 3'-9 1/4" Special Set 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 Frame CL 2 1/2" 1'-10 1/2" 2'-10 1/2" 3'-10 1/2" Usage Frame Connection Clip Flange Brace Flange Brace Flange Brace Special Set Frame Actual 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) Sec 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" 5" - 6" Flange Width 1 1/4" 1'-7 1/4" 2'-7 1/4" 3'-7 1/4" 7" - 12" Flange Width 1 1/4" 1'-4 1/4" 2'-4 1/4" 3'-4 1/4" From Frame Centerline From Secondary End Frame Connection Clip Flange Brace Flange Brace Flange Brace 13" - 16" Flange Width 1 1/4" 1'-1 1/4" 2'-1 1/4" 3'-1 1/4" Usage Frame Connection Clip Flange Brace Flange Brace Flange Brace June 2014 VISION - Detailing Training - VP Buildings 89 of 215

90 Simple Butted Punch Locations: Note: Typically used on Walls only. From Secondary End 1 1/4" 1'-10 1/4" 2'-10 1/4" 3'-10 1/4" Simple Lap Punch Locations: Note: Typically used on Roofs only. Simple Butted (Secondary Adjustment Code = D) Actual Length = Frame CL -1/4" From Frame CL 1 1/2" 1'-10 1/2" 2'-10 1/2" 3'-10 1/2" Usage Frame Connection Clip Flange Brace Flange Brace Flange Brace From Secondary End 1 1/4" 5 3/4" 2'-4 1/4" 3'-4 1/4" 4'-4 1/4" Simple - Lap (Secondary Adjustment Code = B) Actual Length = Frame CL + 5 3/4" From Frame CL 4 1/2" 0" 1'-10 1/2" 2'-10 1/2" 3'-10 1/2" Usage End Holes Frame Connection Flange Brace Flange Brace Flange Brace June 2014 VISION - Detailing Training - VP Buildings 90 of 215

91 Outset Continuous / Bypass Interior Bay Punch Locations: From Secondary End 1 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" 10 1/2" Lap (Secondary Adjustment Code = 1) Actual Length = Frame CL /4" From Frame CL 10 1/2" 0" 10 1/2" 1'-4 1/2" 1'-10 1/2" 2'-10 1/2" 3'-10 1/2" Usage Lap Frame Connection Lap Lap Lap & Flange Brace Lap & Flange Brace Lap & Flange Brace From Secondary End 1 1/4" 1'-5 3/4" 2'-4 1/4" 2'-10 1/4" 3'-4 1/4" 4'-4 1/4" 5'-4 1/4" 1'-4 1/2" Lap (Secondary Adjustment Code = 2) Actual Length = Frame CL + 1'-5 3/4" From Frame CL 1'-4 1/2" 0" 10 1/2" 1'-4 1/2" 1'-10 1/2" 2'-10 1/2" 3'-10 1/2" Usage Lap Frame Connection Lap Lap Lap & Flange Brace Lap & Flange Brace Lap & Flange Brace June 2014 VISION - Detailing Training - VP Buildings 91 of 215

92 From Secondary End 1 1/4" 1'-11 3/4" 2'-10 1/4" 3'-4 1/4" 3'-10 1/4" 4'-10 1/4" 5'-10 1/4" 1'-10 1/2" Lap (Secondary Adjustment Code = 3) Actual Length = Frame CL + 1'-11 3/4" From Frame CL 1'-10 1/2" 0" 10 1/2" 1'-4 1/2" 1'-10 1/2" 2'-10 1/2" 3'-10 1/2" Usage Lap & Flange Brace Frame Connection Lap Lap Lap & Flange Brace Lap & Flange Brace Lap & Flange Brace From Secondary End 1 1/4" 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" 2'-10 1/2" Lap (Secondary Adjustment Code = 4) Actual Length = Frame CL + 2'-11 3/4" From Frame CL 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" Usage Lap & Flange Brace Lap Frame Connection Lap Lap Lap & Flange Brace Lap & Flange Brace Lap & Flange Brace June 2014 VISION - Detailing Training - VP Buildings 92 of 215

93 From Secondary End 1 1/4" 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" 3'-10 1/2" Lap (Secondary Adjustment Code = 5) Actual Length = Frame CL + 3'-11 3/4" From Frame CL 3'-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" Usage Lap & Flange Brace Lap & Flange Brace Lap Frame Connection Lap Lap Lap & Flange Brace Lap & Flange Brace Lap & Flange Brace June 2014 VISION - Detailing Training - VP Buildings 93 of 215

94 Framed Opening Punch Locations: Girt to Jamb Actual 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" Punch from the End of the Secondary 1 1/4" End Holes Jamb to Jamb Support Girt Actual 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" Punch from the End of the Secondary 1 1/4" End Holes Jamb to Jamb Support Girt Actual Length = Jamb Support Girt - 1/4" Punch from the End of the Secondary 1 1/4" End Holes June 2014 VISION - Detailing Training - VP Buildings 94 of 215

95 Jamb to Floor Actual Length = Jamb +/- 0" Punch from the End of the Secondary 1 15/16" End Holes Header to Jamb Actual Length = Header +/- 0" Punch from the End of the Secondary 1 15/16" End Holes June 2014 VISION - Detailing Training - VP Buildings 95 of 215

96 Product Reference - Secondary Details Commonly 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 /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/a GC1 PG1 GCA EPC2, EPC3, PC4, PC5 PC27, 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" Laps 11 1/2" = 1'-10 1/2", 2'-10 1/2", 3'-10 1/2" Laps Purlin Adjustment = BL - 1/4" All Endwall Girts Flush & Inset, BL to CL = 7" & 8 1/2" Endwall Girts Outset / Bypass, BL to CL = 10" & 11 1/2" Endwall Girts Outset / Bypass, BL to CL = 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 = 6" 1'-0" 1'-3" n/a GC1 PG1 GCA EPC2, EPC3, PC4, PC5 PC27, ARC1, PC4, PC5 (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 = 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 + 5 3/4" n/a GC1 PG1 GCA EPC2, EPC3, PC4, PC5 PC27, ARC1, PC4, PC5 Simple Lap Purlin to Interior Rafter (RS01TC) & (Anti Roll - RS03J1) (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 June 2014 VISION - Detailing Training - VP Buildings 96 of 215

97 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" (6) (4) 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" HCSX- HCLSX- or HCLDX- HCRSX- or HRLDX- VCSX- VCLSX- or VCLDX- VCRSX- or VRLDX- (6) (4) 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) Purlin to Skew Rafter June 2014 VISION - Detailing Training - VP Buildings 97 of 215

98 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) ESBS1 (1) (4) NOT SHOWN ESH- EAP1 (if req'd) Interior Rafter, Continuous / Bypass Girts (RS12PA) (Low Eave Shown, High Eave Similar) Eave Strut Adjustment = Flange Outside 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" Rafter Flange - 1 1/2" (2) ESBS1 (1) (4) NOT SHOWN ESH- EAP1 (if req'd) Interior Rafter, Inset Girts (RS12PA) (Low Eave Shown, High Eave Similar) Eave Strut Adjustment = Flange Outside 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" Rafter Flange - 1 1/2" (2) ESBS1 (1) (4) NOT SHOWN ESH- EAP1 (if req'd) Interior Rafter, Flush Girts (RS12PA) (Low Eave Shown, High Eave Similar) June 2014 VISION - Detailing Training - VP Buildings 98 of 215

99 Eave Strut Adjustment = 1/2" x 1 1/2" Bolts = Eave Attachment Plate = NOT SHOWN Eave Strut Shim Plate >2:12 = Frame CL - 1/4" (8) (Interior Bay) (6) (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) Eave Strut Adjustment = 1/2" x 1 1/2" Bolts = NOT SHOWN Eave Strut Shim Plate >2:12 = Eave Attachment Plate = BL - 1/4" (2) NOT SHOWN ESH- EAP2 (if req'd) End Bay Rafter, Continuous / Bypass Girts (RS12PH) (Low Eave Shown, High Eave Similar) Eave Strut Adjustment = 1/2" x 1 1/2" Bolts = NOT SHOWN Eave Strut Shim Plate >2:12 = Eave Attachment Plate = BL - 1/4" (2) NOT SHOWN ESH- EAP2 (if req'd) End Bay Rafter, Inset / Flush Girts (RS12PH) (Low Eave Shown, High Eave Similar) June 2014 VISION - Detailing Training - VP Buildings 99 of 215

100 Limitations: 1) If the flange is pulled back so that it s not extending past the BL, the clip disappears graphically, although the clip is still in frames data. 2) Cannot pick an existing clip and insert at a new location; Not a valid Part Mark 3) User created clips do not show up graphically when inserted on the frame and the frame holes are not located correctly for the user clip. Dim L locates the holes in the base of the clip for additional adjustments. Hip Rafter (Low Eave Shown, High Eave Similar) Note: Other clip conditions may be used. June 2014 VISION - Detailing Training - VP Buildings 100 of 215

101 Eave Connections > 4:12 : Field Attached Gage Angle = Structural Fasteners GAC '-0" O.C. Low Eave High Eave Eave Connections to Column Bracket : Low Eave & High Eave > 4:12 (Under Construction) Bolted Brackets 7" Strut = 8 1/2" Strut = 10" Strut = 11 1/2" Strut = Welded Bracket 7" Strut = 8 1/2" Strut = 10" Strut = 11 1/2" Strut = Bolted Bracket to Column 1/2" x 1 1/2" Bolts = Eave Strut to Bracket 1/2" x 1 1/2" Bolts = Low Eave Strut Bracket <= 4:12 BEGA- BEGB- BEGC- BEGD- FEGA- FEGB- FEGC- FEGD- (4) (2) Bolted Bracket = Welded Bracket = Bolted Bracket to Column 1/2" x 1 1/2" Bolts = Eave Purlin to Bracket 1/2" x 1 1/2" Bolts = BEG-- FEG- (4) (2) Low Eave Purlin Bracket > 4:12 June 2014 VISION - Detailing Training - VP Buildings 101 of 215

102 Alternate High Eave Connections 0:12-4:12 : Used with some Floating Roof Panels. Eave Strut Adjustment = Eave Attachment Plate = 1/2" x 1 1/2" Bolts = Frame CL - 1/4" EAP1 (if req'd) (2) Floating Roof Panels - High Eave with Purlins (RS15P1) Adjustment = Eave Attachment Plate = 1/2" x 1 1/2" Bolts = BL - 1/4" EAP2 (if req'd) (2) Floating Roof Panels - High Eave Girt to the Endframe Rake Beam (RS15P2) June 2014 VISION - Detailing Training - VP Buildings 102 of 215

103 Clips = Cee Purlin Adjustment = 1/2" x 1 1/2" Bolts = (2) PG1 Frame CL - 1/4" (6) Piggyback Canopy at the End of the Canopy Low Eave (RS11S4) & High Eave (RS11T4) Note: Use a Cee Purlin, not an Eave Strut Eave Strut Adjustment = 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) Piggyback Canopy at the Main Building Low Eave (RS11S4) & High Eave (RS11T4) Eave Strut Adjustment = 2 Bolts - Welded Clip = 4 Bolts - Bolted Clip = 1/2" x 1 1/2" 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 GCE (2) or (4) Piggyback Canopy at the Interior Purlins Low Eave (RS11S4) & High Eave (RS11T4) June 2014 VISION - Detailing Training - VP Buildings 103 of 215

104 Girt Connections: Outset Girts: top Clip = Special Clip = 1/2" x 1 1/2" Bolts = GC1 GCA- Welded (6) Welded Clip (WS01G3) 3 Plate Column Clip = 3 Plate Special Clip = Gage Column Clip = 1/2" x 1 1/2" Bolts = PG1 GCD- GCW1 Bolted (8) Bolted Clip 3 Plate Column Gage Column (WS01G3) (WS02B3) 7" Outset Continuous / Bypass Girt to Colum 10 1/2" Lap Adjustment = Frame CL /4" 1'-4 1/2" Lap Adjustment = Frame CL + 1'-5 3/4" 1'-10 1/2" Lap Adjustment = Frame CL + 1'-11 3/4" 2'-10 1/2" Lap Adjustment = Frame CL + 2'-11 3/4" 3'-10 1/2" Lap Adjustment = Frame CL + 3'-11 3/4" 8 1/2" Outset Continuous / Bypass Girt to Column 10 1/2" Lap Adjustment = Frame CL /4" 1'-4 1/2" Lap Adjustment = Frame CL + 1'-5 3/4" 1'-10 1/2" Lap Adjustment = Frame CL + 1'-11 3/4" 2'-10 1/2" Lap Adjustment = Frame CL + 2'-11 3/4" 3'-10 1/2" Lap Adjustment = Frame CL + 3'-11 3/4" (Code = 1) (Code = 2) (Code = 3) (Code = 4) (Code = 5) (Code = 1) (Code = 2) (Code = 3) (Code = 4) (Code = 5) June 2014 VISION - Detailing Training - VP Buildings 104 of 215

105 Clip = Special Clip = 1/2" x 1 1/2" Bolts = GCA- (1/4" thick) GCA- Welded (8) Welded Clip (WS01V3) 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) Bolted Clip 3 Plate Column Gage Column (WS01V3) (WS02L3) 10" Outset Continuous / Bypass Girt to Column 1'-4 1/2" Lap Adjustment = Frame CL + 1'-5 3/4" 1'-10 1/2" Lap Adjustment = Frame CL + 1'-11 3/4" 2'-10 1/2" Lap Adjustment = Frame CL + 2'-11 3/4" 3'-10 1/2" Lap Adjustment = Frame CL + 3'-11 3/4" 11 1/2" Outset Continuous / Bypass Girt to Column 1'-10 1/2" Lap Adjustment = Frame CL + 1'-11 3/4" 2'-10 1/2" Lap Adjustment = Frame CL + 2'-11 3/4" 3'-10 1/2" Lap Adjustment = Frame CL + 3'-11 3/4" (Code = 2) (Code = 3) (Code = 4) (Code = 5) (Code = 3) (Code = 4) (Code = 5) June 2014 VISION - Detailing Training - VP Buildings 105 of 215

106 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) Girt on 1 Side: (2) Girt on 2 Sides: (4) GC2 GCB- (1/4" thick) GCB- GFAP- Bolted Clip 3 Plate Column Gage Column (WS01H2) (WS03C2) 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 = 8 1/2" & 10" Inset Girt to Column Limitations: Max Flange Width = 1'-2" Max Flange Thickness = 7/8" 5 Frame CL - 1 1/4" (Code = E) GC5 GCE- (1/4" thick) GC91A GCE- Girt on 1 Side: (4) Girt on 2 Sides: (6) June 2014 VISION - Detailing Training - VP Buildings 106 of 215

107 Special Set Girts: top Girt Adjustment = 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) Welded Clip 7", 8 1/2", 10" Girts 11 1/2" Girts (WS01T2) (WS01U2) 7", 8 1/2", & 10" Clip = 11 1/2" Clip = 1/2" x 1 1/2" Bolts = Punched Girt Filler Angle = Girt Adjustment = 7", 8 1/2", & 10" Clip = 11 1/2" Clip = Girt on 1 Side: (2) Girt on 2 Sides: (4) " - 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) Bolted Clip 7", 8 1/2", 10" Girts 11 1/2" Girts (WS01T2) (WS01U2) 1/2" x 1 1/2" Bolts = Punched Girt Filler Angle = Girt on 1 Side: (4) Girt on 2 Sides: (6) Flush Girts, Special Set Girts, and Large Column Flanges to Column 7", 8 1/2", 10" & 11 1/2" Girts Girt Adjustment = 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) Welded Clip 7" Inset Girt (WS01S2) L Shape Clip = U Shape Clip = 1/2" x 1 1/2" Bolts = Punched Girt Filler Angle = Special Set L & U Clips) 7", 8 1/2", 10" & 11 1/2" Girts (2) GCB- GCZ- GFAP- GCE- GCZZ- GFAP- GCL- GCU- GFAP- June 2014 VISION - Detailing Training - VP Buildings 107 of 215

108 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) GC1 GCA- (1/4" thick) GCA- (4) (Not Automated) 3 Plate Column 3 Plate w/ (WS01G2) (WS01Q2) Bolted Clip 3 Plate Column 3 Plate w/ Gage Column Gage w/ (WS01G2) (WS01Q2) (WS02B6) (WS02B7) 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 = Outset Simple Butted Girt to Column 7", 8 1/2", 10" & 11 1/2" Girts Frame CL - 1/4" (Code = D) PG1 GCD- (1/4" thick) GCD- GCW1 (6) (Not Automated) June 2014 VISION - Detailing Training - VP Buildings 108 of 215

109 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) GC1 GCA- (1/4" thick) GCA- (2) Welded Clip (WS01M3) Bolted Clip 3 Plate Column Gage Column (WS01M3) (WS02B2) Girt Adjustment = 7" & 8 1/2" Clip = 10" & 11 1/2" Clip = Special Clip = Gage Column Clip = 1/2" x 1 1/2" Bolts = Outset Simple Lap Girt to Column 7", 8 1/2", 10" & 11 1/2" Girts Frame CL + 5 3/4" (Code = B) PG1 GCD- (1/4" thick) GCD- GCW1 (4) June 2014 VISION - Detailing Training - VP Buildings 109 of 215

110 Outset Corner Girts: Sidewall Girt Adjustment = BL - 1/4" top Endwall Girt Adjustment = 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) 7" & 8 1/2" Clip = 10" & 11 1/2" Clip = Special Clip = GC1 GCA- (1/4" thick) GCA- 3 Plate Column - Welded Clip (WS12N2) Punched (WS12A2) Unpunched Col. - 1/2" x 1 1/2" Bolts = Punched Girt Filler Angle = Unpunched Girt Filler Angle = Sidewall Girt Adjustment = (2) GFAP- GFA- BL - 1/4" Endwall Girt Adjustment = 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) 7" & 8 1/2" Clip = 10" & 11 1/2" Clip = Special Clip = PG1 GCD- (1/4" thick) GCD- 3 Plate Column - Bolted Clip (WS12N2) Punched (WS12A2) Unpunched Col. - 1/2" x 1 1/2" Bolts = Punched Girt Filler Angle = Unpunched Girt Filler Angle = (4) GFAP- GFA- Sidewall Girt Adjustment = BL - 1/4" Endwall Girt Adjustment = 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) Clip = GCW1 Col. - 1/2" x 1 1/2" Bolts = (4) Gage Column - Bolted Clip (WS12KF) Punched (WS12KE) Unpunched Punched Girt Filler Angle = Unpunched Girt Filler Angle = GFAP- GFA- Outset Continuous Girts to Corner Column 7", 8 1/2", 10" & 11 1/2" Girts June 2014 VISION - Detailing Training - VP Buildings 110 of 215

111 Variable Corner Clip (VCC-) 7", 8 1/2", 10" & 11 1/2" Girts Variable Corner Clips Width 7" EW Girt = 8 1/2" EW Girt = 10" EW Girt = 11 1/2" EW Girt = Thickness 3/16" = 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 s s 0 3 i i e (4) Endwall Girt Adjustment = 7" EW, 1'-0" BL to CL = 8 1/2" EW, 1'-0" BL to CL = 10" EW, 1'-3" BL to CL = 11 1/2" EW, 1'-3" BL to CL = BL - 1/4" GC17 GC17 GC21 GC21 Bolted Clip 7" Inset SW 8 1/2" & 10" Inset SW 11 1/2" Inset SW Open SW Wide Flange Column Gage Corner Post (WS12GD) (WS12GB) (WS12GC) (WS12H5) (WS12J2) (WS12K2) 1/2" x 1 1/2" Bolts = (4) Outset / Bypass Endwall Girt to Column Fl 7" & 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 June 2014 VISION - Detailing Training - VP Buildings 111 of 215

112 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 = 10" EW, 6" BL to CL = 11 1/2" EW, 6" BL to CL = 1/2" x 1 1/2" Bolts = Column Flange Inside - 1 1/4" GC64- GC65- GC66- GC67- (2) Outset SW 7" Inset SW 8 1/2" Inset SW 10" Inset SW 11 1/2" Inset SW Open SW Punched (WS10G1) (WS10GC) (WS10G9) (WS10G9) (WS10GA) (WS10GB) Unpunched (WS10A1) (WS10AC) (WS10A9) (WS10A9) (WS10AA) (WS10AB) Punched Girt Filler Angle = Unpunched Girt Filler Angle = GFAP- GFA- Endwall Adjustment = Column Flange Inside - 1 1/4" 7" EW, 6" BL to CL = 8 1/2" EW, 6" BL to CL = 10" EW, 6" BL to CL = 11 1/2" EW, 6" BL to CL = GC60- GC61- GC62- GC63-3 Plate Column - Bolted Clip Outset SW 7" Inset SW 8 1/2" Inset SW 10" Inset SW 11 1/2" Inset SW Open SW Punched (WS10G1) (WS10GC) (WS10G9) (WS10G9) (WS10GA) (WS10GB) Unpunched (WS10A1) (WS10AC) (WS10A9) (WS10A9) (WS10AA) (WS10AB) 1/2" x 1 1/2" Bolts = Punched Girt Filler Angle = Unpunched Girt Filler Angle= (4) Endwall Adjustment = 7" EW, 6" BL to CL = 8 1/2" EW, 6" BL to CL = 10" EW, 6" BL to CL = 11 1/2" EW, 6" BL to CL = Column Flange Inside - 1 1/4" Gage Column - Bolted Clip Outset SW Inset SW 11 1/2" Inset SW Punched (WS10CF) (WS10FF) (WS10FG) Unpunched (WS10CE) (WS10FD) (WS10FE) 1/2" x 1 1/2" Bolts = Punched Girt Filler Angle = Unpunched Girt Filler Angle= (4) GFAP- GFA- GC70- GC71- GC72- GC73- GFAP- GFA- Inset / Flush Endwall Girt to Column Fl 7", 8 1/2", 10" & 11 1/2" Endwall Girts 0'-6" BL to CL Frame June 2014 VISION - Detailing Training - VP Buildings 112 of 215

113 Gable Girts: top 7" EW, 6" BL to CL = 8 1/2" EW, 6" BL to CL = 10" EW, 6" BL to CL = 11 1/2" EW, 6" BL to CL = 7" EW, 1'-0" BL to CL = 8 1/2" EW, 1'-0" BL to CL = GC19L, GC19R GC18 GC19L GC19R GC20 GC18 GC18 Outset EW Inset EW Bolted Clip 10" EW, 1'-3" BL to CL= 11 1/2" EW, 1'-3" BL to CL= GC18 GC20 (WS04C2) 1/2" x 1 1/2" Bolts = (4) (WS04E2) Endwall Girt to Rafter FI 7", 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 Frame 10" & 11 1/2" Outset / Bypass Endwall Girts, 1'-3" BL to CL Frame Hip Corner Girts: top Hip Corner Clips Note: These are possible connections that could be used for hip corners. These options are not automatically detailed or designed. June 2014 VISION - Detailing Training - VP Buildings 113 of 215

114 Girt Filler Angles: Girt Filler Angle Calculation GFA- top 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") June 2014 VISION - Detailing Training - VP Buildings 114 of 215

115 Back to Back Cee, Face to Back Cee, Face to Face Cee: Frame CL - 1/4" 8 1/2" & 10" 14 & 11 Gage Back to Back Cee (WS01GA) Frame CL - 1/4" 8 1/2" & 10" 14 & 11 Gage Face to Back Cee (WS01G8) Frame CL - 1/4" 8 1/2" & 10" 14 & 11 Gage Face 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) 7" Zee = 8 1/2" Zee = 10" Zee = 11 1/2" Zee = n/a 7" Nested Cee 8 1/2" Nested Cee 10" Nested Cee Frame CL 1-9 1/4" Special Set (WS03H8) June 2014 VISION - Detailing Training - VP Buildings 115 of 215

116 Composite Purlins (roofs or walls): Space between Purlins = Z Shape Clip = Web Ending Clip = Drop Pin = Length = 8 5/8" CPB O97556 Same as Main Purlin Channel Purlin Brace (BR18E2) 8 1/2", 10", and 11 1/2" Secondary Down slope from main purlin Space between Purlins = Z Shape Clip = Length = 8 5/8" CSB08 Same as Main Purlin Composite Purlin (BR18F2) 7" Secondary Down slope from main purlin June 2014 VISION - Detailing Training - VP Buildings 116 of 215

117 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. June 2014 VISION - Detailing Training - VP Buildings 117 of 215

118 Framed Opening - Base of Jamb Connections: Clip = 1/2" x 1 1/4" Thin Head Bolts = Anchor Rods = Jamb to Finished Floor Adj. = PG1 (2) (2) Not by BBNA 0" Jamb to Base (WS20B8) Clip = 1/2" x 1 1/4" Thin Head Bolts = Anchor Rods = Jamb to Finished Floor Adj. = PG1 (2) (2) Not by BBNA 0" 8 1/2" & 10" Double Jamb to Base (WS20B8) June 2014 VISION - Detailing Training - VP Buildings 118 of 215

119 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. = PG1 PGV1067 (2) (Field Drill Girt) (2) 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) (Field Drill Girt) (2) 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 p074 DJC4R p074 DJC2 p DJC3 p DJC4L p054 DJC4R p054 (4) (Field Drill Rafter) Rafter Inside Flange - 1 1/4" 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 = DJC1 107 DJC1 102 DJC1 123 DJC1 115 (4) (Field Drill Rafter) Jamb to Rafter Adj. = Rafter Inside Flange + 5 3/4" Jamb to Outset Frame (WS20B5) Endwall Jamb to Rafter Web 7" & 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 June 2014 VISION - Detailing Training - VP Buildings 119 of 215

120 Framed Opening - Girt to Jamb Connections: 7" Jamb to 7" Girt = 8 1/2" Jamb to 8 1/2" Girt = 10" Jamb to 10" Girt = 11 1/2" Jamb to 11 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 = JTG3 JTG1 JTG4 JTG2 JTG6 JTG5 JTG2 (2) (2) Girt to Jamb (WS20F2) Girt to 7" - 10" Jamb Adj. = Girt to 11 1/2" Jamb Adj. = Opening - 3 1/4" Opening - 6 1/4" Cantilever (WS21D5) 7" Jamb to 7" Girt = 8 1/2" Jamb to 8 1/2" Girt = 10" Jamb to 10" Girt = 11 1/2" Jamb to 11 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 = 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. = JTG3 JTG1 JTG4 JTG2 JTG6 JTG5 JTG2 (2) (2) Welded (2), Bolted (4) Opening - 3 1/4" Opening - 6 1/4" Inset / Special Set Unpunched (WS21D3) Punched (WS21F3) When the girt length is < 1'-6" 7" Jamb to 7" Girt = 8 1/2" Jamb to 8 1/2" Girt = 10" Jamb to 10" Girt = 11 1/2" Jamb to 11 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 = 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 = JTG3 JTG1 JTG4 JTG2 JTG6 JTG5 JTG2 (2) (2) Welded (2), Bolted (4) JCP- GFA- GFAP- June 2014 VISION - Detailing Training - VP Buildings 120 of 215

121 Framed Opening - Header Connections: Clip = 1/2" x 1 1/4" Thin Head Bolts = Header to Jamb Adj. = Hole in Header = Hole in Jamb = PG1 (4) " 1 15/16" from Jamb 1 5/16" above Header Header to Jamb (WS20F9) Clip = 1/2" x 1 1/4" Thin Head Bolts = Header to Jamb Adj. = Hole in Header = Hole in Jamb = PG1 (4) " 1 15/16" from Jamb 1 5/16" above Header Liner Header to Jamb (WS21D1) Clip = 1/2" x 1 1/4" Thin Head Bolts = Header to Jamb Adj. = Hole in Additional Header = Hole in Jamb = PG1 (4) " 1 15/16" from Jamb Field Drill Additional Header for Hood (WS21D2) 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.) Door Header Channel (WS21D7) June 2014 VISION - Detailing Training - VP Buildings 121 of 215

122 Framed Opening - Girt to (8 1/2" & 10") Double Jamb Connections: 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. = JGC2 JGCB (2) Opening - 6" Opening - 6 1/2" Girt to Jamb (WS20E2) 8 1/2" Double Jamb Clip = 10" Double Jamb Clip = 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. = JGC2 JGCB (2) Welded (2), Bolted (4) Opening - 6" Opening - 6 1/2" Cantilever (WS21E5) Inset / Special Set Unpunched(WS21E3) Punched (WS21G3) When the girt length is < 1'-6" 8 1/2" Double Jamb Clip = 10" Double Jamb Clip = 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 = JGC2 JGCB (2) Welded (2), Bolted (4) JCP- GFA- GFAP- June 2014 VISION - Detailing Training - VP Buildings 122 of 215

123 Framed Opening - Header to (8 1/2" & 10") Double Jamb Connections: Welded Clip = 1/2" x 1 1/4" Thin Head Bolts = Header to Jamb Adj. = JGC2 (2) " Header to Jamb (WS20J9) Welded Clip = 1/2" x 1 1/4" Thin Head Bolts = Header to Jamb Adj. = JGC2 (2) " Liner Header to Jamb (WS21E1) Framed Opening - Sill Connections: Clip = 1/2" x 1 1/4" Thin Head Bolts = Header to Jamb Adj. = Hole in Header = Hole in Jamb = PG1 (4) " 1 15/16" from Jamb 1 5/16" above Header Door Sill to Jamb (WS20FB) June 2014 VISION - Detailing Training - VP Buildings 123 of 215

124 Secondary - Channel Bracing (Revised: 10/31/11) Channel 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 Up With Slots in the Purlin/Girt Web) Mark Number = Length = CPBA (ffiiss) - 0 Tabs CPBB (ffiiss) - 1 Tab CPBC (ffiiss) - 2 Tabs Purlin Space -3/16-3/16"+ 1 7/8" for each tab Channel Brace (BR09JG) Terminating (Channel Brace Does Not Line Up With Slots in the Purlin/Girt Web) Drop Pin = Endcap = Purlin Limitations = CPBA Minimum Length = CPBA Maximum Length = CPBB / C Minimum Length = CPBB / C Maximum Length = /2", 10", 11 1/2" Only 6 5/8" 5'-2 7/8" 8 1/2" 5'-5 3/4" Channel Brace (BR09JR) Terminating High Side Channel Brace at Base (BRR008) June 2014 VISION - Detailing Training - VP Buildings 124 of 215

125 Purlin Brace Assembly (BR09K8) Not at a Frame Purlin Brace Assembly (BR09K2) 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" Insulated Roof Panel Not at a Frame June 2014 VISION - Detailing Training - VP Buildings 125 of 215

126 Roof Systems using an R Factor Design (SSR & SLRII Roofs, 8 1/2" & 11 1/2" Purlins only) (Only in Purlin Spaces required by Design) June 2014 VISION - Detailing Training - VP Buildings 126 of 215

127 Roof Systems using Discrete Bracing June 2014 VISION - Detailing Training - VP Buildings 127 of 215

128 Note: Channel Bracing is not required if the Corner Zone Jamb is within 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 a gable, the upper most girt may be shorter than the run of girts below, the brace must fall on the detailed upper girt to be generated. 5. Girt braces are not generated in the girt space between the floor and the first girt run unless 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 punched for the purlin/girt bracing. Purlin/girt bracing will generate and need to be field attached with structural fasteners. 7. Detailer to verify the quantity of at girts without keyhole punching and field attached Channel Braces. 8. Channel Braces are not permitted for nested girts. Vision will generate an Edit Check message when this condition occurs and the designer must engineer out nested girts. June 2014 VISION - Detailing Training - VP Buildings 128 of 215

129 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) /2", 10", 11 1/2" Only 8 1/2" 5'-5 3/4" 4:12 Pitch Code Max : 12 A B C D E High Slope Ridge Assembly (BR09M9) Ridge Mark Number = 1/2" x 1 1/2" A325 Bolts = Roof Pitch = HSRA (ccfiiss) (4) > 4:12 June 2014 VISION - Detailing Training - VP Buildings 129 of 215

130 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 Connections of the Edge Zone Jambs to the Rake Beams and Eave Purlins are not automated. Detailing Limitations = Detailers do not have the option to revise this information. The building / shape design will reset and will need to be designed using Run. June 2014 VISION - Detailing Training - VP Buildings 130 of 215

131 Secondary Data - Lesson 1 Revising the length of a girt using "Adjust 1" File Name Training 01 Box In this example you will lengthen an Endbay Girt by 2'-0" to extend outside of the building line Main Shape - Wall 4 Girt at 22'-6" Revise the Adjust 1 to be: 1/11/12. Base Mark number will reset to a Special Mark number with a counter of 000 and the Erection Mark will be blanked out. Press OK. Redetail the surface: Yes June 2014 VISION - Detailing Training - VP Buildings 131 of 215

132 The Girt has been extended and the Special Mark number counter is updated. A new Erection Mark is assigned. View the hole locations in Properties. Select the Holes/Subunits tab to view each hole location. All holes are listed for Laps, Flange Braces, Frame Line 1 connection, Frame Line 2 connection, and Channel Bracing (if applicable). The right side of the Holes/Subunits screen displays hole interference problems and Vision s solution for each item. June 2014 VISION - Detailing Training - VP Buildings 132 of 215

133 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 of the Adjust 1 will automatically be revised. Base Marks will change to a Special Part Mark (ZS) or (ES). Press OK. June 2014 VISION - Detailing Training - VP Buildings 133 of 215

134 Redetail the surface: Yes All of the Purlins and the Eave Strut have been shortened and the mark number is updated. View the hole locations in Properties. All the holes are located for Frame Line 1 & Frame Line 2 connections. Including the Flange Brace Locations. June 2014 VISION - Detailing Training - VP Buildings 134 of 215

135 Secondary Data - Lesson 3 Revising a girt to be Nested In this example you will revise an Interior Girt to be a Nested Girt. Main Shape - Wall 2 Frame Lines 2-4 Girt at 12'-6" Select the Nest checkbox. Press OK. Redetail the surface: Yes or No You will get the same result. Nested 11 Gage Cee Girts will be generated and the Zee girts will have the (Nest) label added. June 2014 VISION - Detailing Training - VP Buildings 135 of 215

136 Secondary Data - Lesson 4 Revising a purlin to be Composite In this example you will revise an Interior Purlin at a Bracing Brake to be a Composite Purlin. Main Shape - Roof A Purlin at 31'-1" Frame Lines 3-4 Select the Comp checkbox. Press OK. Re-detail the surface: Yes, this will detail the clip that attaches the composite purlin to the rafter. June 2014 VISION - Detailing Training - VP Buildings 136 of 215

137 A Composite Purlin will be generated. It is 5 3/4" past of both of the Frame Lines. It is located 8 5/8" down slope to accommodate the possible roof panel lap. It must match the thickness of the main secondary member. Space between Purlins = Z Shape Clip = Web Ending Clip = Drop Pin = Length = 8 5/8" CPB O97556 Bay Length /2" Channel Purlin Brace (BR18E2) 8 1/2", 10", and 11 1/2" Secondary Down slope from main purlin Space between Purlins = Z Shape Clip = Length = 8 5/8" CSB08 Bay Length /2" Composite Purlin (BR18F2) 7" Secondary Down slope from main purlin Note: The CSB08 is not automatically added to the Warehouse items (Trim Starting with C) when revising a Standard Purlin to be a Composite. If a Composite is required in Run, the CSB08's will be detailed. June 2014 VISION - Detailing Training - VP Buildings 137 of 215

138 Secondary Data - Lesson 5 Revising the Base Mark In this example you will revise a Standard Continuous Girt from a 1'-0" nominal lap to a 2'-0" nominal lap. Main Shape - Wall 2 Girt at 17'-6" Frame Lines 2-3 Revise the Base Mark to be: 08Z (The 08Z '-0".) Press OK. Redetail the surface: Yes or No You will get the same result. The Girt has been revised. June 2014 VISION - Detailing Training - VP Buildings 138 of 215

139 This part has a Revised flag of Yes. Note: When a Secondary Member is flagged as Revised, the part will not be Redetailed from the Secondary Member Data screen option unless the Base Mark is blank. June 2014 VISION - Detailing Training - VP Buildings 139 of 215

140 Secondary Data - Lesson 6 Insert Girts Not Located In 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 the bottom of the List. Note: If a row was selected prior to pressing Insert Not Locate, a row will be added to the bottom of the List copying the selected Base Mark and Thickness. Define the Base Mark: 08Z DD00 Define the Thickness: 17 Define the Quantity: 5 Press OK. The 5 girts are added on to the Parts List, but are not on the drawing. An Erection Mark will be generated for this part. June 2014 VISION - Detailing Training - VP Buildings 140 of 215

141 Go to the Properties of the new girts. Under the Connections tab revise End 1 & End 2 to be Std 1/4" Cut. Insert a (4) Punch at a Distance of 5/0/0 Nominal. Press OK. June 2014 VISION - Detailing Training - VP Buildings 141 of 215

142 Note: The mark number is now Special with a counter of 000 and the length has changed. Press OK. Go back to the Properties and Review the Hole / Subunit locations in Properties. June 2014 VISION - Detailing Training - VP Buildings 142 of 215

143 Secondary Data - Lesson 7 Revising Clips on a Jamb In 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 Jamb with Erection Mark J1. Insert a JTG1 at a Distance of 4/0/0. Press Insert. June 2014 VISION - Detailing Training - VP Buildings 143 of 215

144 Yes, revise all the Jambs on this surface with the same revision. Press OK on the Member Information Screen. Yes, redetail the secondary on this surface. June 2014 VISION - Detailing Training - VP Buildings 144 of 215

145 Secondary Data - Lesson 8 Insert a Row of Girts In 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 Line to Building Line. Elevation = 15/0/0 Thickness = Lap Type = Continuous Lap = 0/10/8. Note: you must enter the Lap, even on a simple girt. Press OK. June 2014 VISION - Detailing Training - VP Buildings 145 of 215

146 The new row will now be inserted in 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. June 2014 VISION - Detailing Training - VP Buildings 146 of 215

147 Secondary Data - Lesson 9 Insert a Girt from BL to FL3 In 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 = Shape = Cee Lap Type = Simple Butted Lap = 0/0/0. Note: you must enter the Lap, even on a simple girt. Press OK. June 2014 VISION - Detailing Training - VP Buildings 147 of 215

148 The new row will now be inserted in 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. June 2014 VISION - Detailing Training - VP Buildings 148 of 215

149 Covering Data Roof Panel Profiles: Standing Seam (SSR) 24" Wide 24 & 22 Gage Min 5'-0" Max 52'-0" High Wind Roof (HWR) 24" Wide 24 & 22 Gage Min 10'-0" Max 45'-0 Panel Rib (PR) 36" Wide 26, 24, & 22 Gage Min 1'-0" Max 43'-0" SLR II 16" Wide 24 & 22 Gage Min 1'-0" Max 42'-0" Soffit Panel Profiles: Panel Rib (PR) Reverse PR (RPR) Vee Rib (VR) 3D: SSR, Clip to SSR Assembly 3D: PR 3D: SLR II See profiles above. Flat Panel (FP12) 12" Wide 24 & 22 Gage Not Vented 2'-0" - 15'-0" Flush 1 Bead 2 Beads. June 2014 VISION - Detailing Training - VP Buildings 149 of 215

150 Wall Panel Profiles: Panel Rib (PR) 36" Wide 26, 24, & 22 Gage Also 28 Gage Liner Min 1'-0" Max 43'-0" Reverse Panel Rib (RPR) 36" Wide 26, 24, & 22 Gage Min 1'-0" Max 43'-0" Vee Rib (VR) 36" Wide Embossed 26, 24, & 22 Gage Min 1'-0" Max 39'-0" TextureClad 16" Wide Stucco 20 Gage Min 1'-2" Max 24'-0" 7/8" Hat Tech Four Embossed 1'-4" Wide 24 Gage 3D: PR 3D: RPR 3D: VR ThermalClad 2", 2 1/2", 3", 4" Thick 42" Shallow Plank 42" Reveal 36" Architectural 42" Tuff-Wall / Tuff-Cote June 2014 VISION - Detailing Training - VP Buildings 150 of 215

151 Standard Mark Numbers: Panel Roof / Wall Part Mask Panel Rib Roof R LLLLL GG O F CC Panel Rib Peak Peak Cap P LLLLL GG O F CC SSR Roof S LLLLL GG O F CC HWR Roof HWR LLLLL GG O F CC SLRII Roof SLR LLLLL GG O F CC NBVP - Membrane Roof B LLLLL GG O F CC Panel Rib Wall W LLLLL GG O F CC Vee Rib Wall V LLLLL GG O F CC RPR Panel Wall RR LLLLL GG O F CC TextureClad (Stucco) Wall TC LLLLL GG O F CCC Tech Four Wall TF LLLLL GG O F CCC 2" Shallow Plank Wall TCP20 LLLLL GG O F CCC 2 1/2" Shallow Plank Wall TCP25 LLLLL GG O F CCC 3" Shallow Plank Wall TCP30 LLLLL GG O F CCC 4" Shallow Plank Wall TCP40 LLLLL GG O F CCC 2" Reveal Wall TCR20 LLLLL GG O F CCC 2 1/2" Reveal Wall TCR25 LLLLL GG O F CCC 3" Reveal Wall TCR30 LLLLL GG O F CCC 4" Reveal Wall TCR40 LLLLL GG O F CCC 2" Architectural Wall TCA20 LLLLL GG O F CCC 2 1/2" Architectural Wall TCA25 LLLLL GG O F CCC 3" Architectural Wall TCA30 LLLLL GG O F CCC 4" Architectural Wall TCA40 LLLLL GG O F CCC 2" Tuff-Wall / Tuff-Cote Wall TWT20 LLLLL GG O F CCC 2 1/2" Tuff-Wall / Tuff-Cote Wall TWT25 LLLLL GG O F CCC 3" Tuff-Wall / Tuff-Cote Wall TWT30 LLLLL GG O F CCC 4" Tuff-Wall / Tuff-Cote Wall TWT40 LLLLL GG O F CCC Panel Liner / Soffit Part Mask Panel Rib Wall Liner W LLLLL GG O F CC Vee Rib Wall Liner V LLLLL GG O F CC RPR Panel Wall Liner RR LLLLL GG O F CC Panel Rib Roof Liner W LLLLL GG O F CC RPR Panel Roof Liner RR LLLLL GG O F CC Panel Rib Soffit W LLLLL GG O F CC Vee Rib Soffit V LLLLL GG O F CC RPR Panel Soffit RR LLLLL GG O F CC FP12 Soffit FP0 LLLLL GG O F CC FP12-1 (1 Bead) Soffit FP1 LLLLL GG O F CC FP12-2 (2 Beads) Soffit FP2 LLLLL GG O F CC L = Length = Feet, Feet, Inch, Inch, Eighth G = Gage O = Operation F = Finish C = Color June 2014 VISION - Detailing Training - VP Buildings 151 of 215

152 Panel Operations: PR Wall Operations (22, 24, 26 Gage) Slope Cut = min 1/4:12, max 4:12 End 2 High Side Square Notch Crimp Left Slope Right Slope Square Notch Crimp Left Slope Right Slope End 1 Square Square Square Square Square Crimp Crimp Crimp Crimp Crimp Low Side Code 1 A B C D F G H J K End 2 High Side Square Notch Left Slope Right Slope Square Notch Left Slope Right Slope End 1 Low Side Left Slope Left Slope Left Slope Left Slope Right Slope Right Slope Right Slope Code M N P R T U W X PR (28 Gage), VR, RPR, FP12, TextureClad, and ThermalClad Wall Operations Square Right Slope Square Code 1 Roof Panel Operations PR Roof SSR SLR Square Square Notch Square Square Swaged Square Square Notch Square Swaged Square Code June 2014 VISION - Detailing Training - VP Buildings 152 of 215

153 Finishes: VP Finishes Finish Finish Code Notes KXL K Galvalume G Std Color, Not Available on VR, SLR Polyester Y 28 Gage PR Liner Only Special X Tuff-Cote T Tuff-Wall Colors: Note: Refer to Help Screens for a complete and current list of Finish / Color Codes. Finishes and Colors: Finish Color FCC KXL Cool Arctic White KWA KXL Cool Bermuda Green KBG KXL Cool Cobalt Blue KCO KXL Cool Colonial Red KOR KXL Cool Cotton White KOW KXL Cool Dark Bronze KKB KXL Cool Egyptian White KYW KXL Cool Granite Gray KGG KXL Cool Hemlock Green KGH KXL Cool Imperial Blue KIB KXL Cool Leaf Green KGL KXL Cool Sierra Tan KTS KXL Cool Straw Gold KGD KXL Cool Zinc Gray KGZ Galvalume Galvalume GTD Special Special X01 - X20 June 2014 VISION - Detailing Training - VP Buildings 153 of 215

154 Covering Lessons File Name: Training 01 - Box Lesson 1 - Revise the Panel Lengths & Start Elevation by 1" - Wall 2 Wall: Panel Sets: Start Mark: Start Elev: 2 4 W KBG (24'-11 7/8" + 1") -1 1/2" OK Back to the tree and view the results. Lesson 2 - Revise the Panel & Fastener Colors - Wall 3 KXL (Kynar) Cool Bermuda Green KBG KXL (Kynar) Cool Dark Bronze KKB View the Warehouse Parts after Recalculating Warehouse. Lesson 3 - Split a Panel - Wall 4 Wall: Panel Sets: Start Mark: Finish Color Code: Button: Button: Tab: Wall: Panel Sets: Start Mark: Split Set At: Panel Sets: Start Mark: Button: Button: Tab: 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. 3 6 & 7 W KBG From KBG to KKB Apply Recalculate Warehouse Warehouse Parts 4 8 W KBG (new) W KKB From KBG to KKB Apply Recalculate Warehouse Warehouse Parts June 2014 VISION - Detailing Training - VP Buildings 154 of 215

155 Lesson 4 - Revise the Top Increment of an Endwall Panel Set - Wall 1 Wall: Panel Sets: Start Mark: Top Inc: 1 3 W KBG 0" Lesson 5 - Inset a Panel Set Above Wall - Wall 2 Wall: Panel Sets: Qty: Start Mark: Start Elev: Bottom Pitch: Bottom Inc: Display: 2 Insert New (6) 10 W KTS 30'-0" 4 (4:12) -1'-0" (negative) Yes (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: A 1 34'-7 7/8" + 3'-0" S GTD -50/5/ " = -53/5/9 Start Elevation on the Roof is down slope from the X/Y Origin (negative). June 2014 VISION - Detailing Training - VP Buildings 155 of 215

156 Insulation Insulation facing options vary by region. Depending on the location of the job site, different facings and thicknesses of insulation will be available. The required Insulation is calculated to include additional length to accommodate for drape / pull. By default, insulation is also not removed from framed openings that are not wider than 2 insulation runs. Mark Numbers I B L L L L L W W T T T F F I C L L L L L W W T T T F F I U L L L L L W W T T T F F I R L L L L L W W T T T F F I S L L L L L W W T T T F F f f f i i i i i i e c c L = Length W = Width T = Thickness F = Facing f = Feet i = Inches e = Eighths c = Facing Code Fiberglass Blanket (2) 3 Tabs Fiberglass Blanket (1) 6 Tab Fiberglass Blanket Unfaced Rigid Board Rigid Board w/ Sidelaps Fiberglass Facings (Facings may vary in each region) AS Arena Shield AV VR-R (Polypropylene Scrim Polyester) same as PSP FS Foil Scrim Kraft GG Gymguard PF Polypropylene Scrim Foil (PSF), same as WMP-F PL Polypropylene Scrim Kraft (PSK), Light Duty same as WMP-VR PS Polypropylene Scrim Kraft (PSK), Standard Duty same as WMP-10 PH Polypropylene Scrim Kraft (PSK), Heavy Duty same as WMP-30 VS Vinyl Scrim Foil, Light Duty (VSF) VH Vinyl Scrim Foil, Heavy Duty (VSF-HD) WM WMP-50 (Polypropylene Scrim Kraft Polyester) same as PSKP WV White Vinyl UF Unfaced Rigid Board Facings LD Light Duty HD Heavy Duty HP Heavy Duty Plus AG Ag Therm Insulation Limitations Insulation 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 Editor Simple Saver. Sag and Bag. June 2014 VISION - Detailing Training - VP Buildings 156 of 215

157 Insulation Length Calculations June 2014 VISION - Detailing Training - VP Buildings 157 of 215

158 Trim - Product Reference VP Standard Trim - Base of Wall June 2014 VISION - Detailing Training - VP Buildings 158 of 215

159 VP Standard Trim - Corners June 2014 VISION - Detailing Training - VP Buildings 159 of 215

160 VP Standard Trim - Framed Openings June 2014 VISION - Detailing Training - VP Buildings 160 of 215

161 VP Standard Trim - Ridge June 2014 VISION - Detailing Training - VP Buildings 161 of 215

162 VP Standard Trim - Laps June 2014 VISION - Detailing Training - VP Buildings 162 of 215

163 VP Standard Trim - PR Low Eave June 2014 VISION - Detailing Training - VP Buildings 163 of 215

164 VP Standard Trim - SSR Low Eave June 2014 VISION - Detailing Training - VP Buildings 164 of 215

165 VP Standard Trim - Rake June 2014 VISION - Detailing Training - VP Buildings 165 of 215

166 VP Standard Trim - High Eave June 2014 VISION - Detailing Training - VP Buildings 166 of 215

167 VP Standard Trim - Miscellaneous June 2014 VISION - Detailing Training - VP Buildings 167 of 215

168 VP Standard Trim - Wall to Roof June 2014 VISION - Detailing Training - VP Buildings 168 of 215

169 VP Standard Trim - Roof Height Change June 2014 VISION - Detailing Training - VP Buildings 169 of 215

170 Trim - Work Points Origins This lesson is intended to explain Trim Work Points Origins. The Start Left Edge, End Right Edge, and the Start and End Elevations are measured from the Origin of the Wall or Roof. The X-Y symbol shows the Wall and Roof origins. On walls, the origin is the lower left corner of each wall. On rectangular Roofs, the origin is along the ridge, along the Left Rake (viewed from the Ridge). On non-rectangular Roofs, it is best to view Roofs in the Elevation View 2D, the X-Y symbol shows where the origin is on each roof. June 2014 VISION - Detailing Training - VP Buildings 170 of 215

171 Trim - Conditions The Trim Conditions screen defines the general Trim conditions possibly used on the building. The Trim Conditions include all of VP's 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. VPCommand 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 Building or Shape, it is titled Conditions. OR Trim Conditions per building or shape (highest level in the tree): List This List contains the names of the VPCommand 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. Display All (this is only enabled at the highest level of the tree under Trim) 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. Display Partial (this is only enabled at the highest level of the tree under Trim) By default, the Display Partial option is selected. June 2014 VISION - Detailing Training - VP Buildings 171 of 215

172 The list displays the possible trim conditions that could exist on your building based on the Wall and Roof Covering Types. Revise Kit This 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: VPC will not allow you to delete or revise the location of a system generated trim condition. Use this option to turn off this VPC generated trim kit if desired. On Surface If selected, the kit will be assigned to the wall or roof surface. Including erection drawings and parts list. 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 be displayed. No = The Secondary Spaces are not revised and Design / Detailing is not affected. Yes = Resets will reset the secondary spaces as shown June 2014 VISION - Detailing Training - VP Buildings 172 of 215

173 Color Start & Stop Length (Ref Only) Affect Covering Applies to all parts in the Selected Trim Kit that have the color set to Match Kit Color. 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. VPC generated trim kit location cannot be revised. Displays the overall length of the trim condition located on the surface. This checkbox is selected when the Covering or Insulation adjustments are controlled by this condition. Insert This 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 1 of the Trim Conditions. Delete This button removes a row(s) of data from the list. How to use: VPC will not allow you to Delete a VPC generated Trim Conditions. Use the Do Not Use option. Revise Kit This button modifies a row(s) of data in the list. June 2014 VISION - Detailing Training - VP Buildings 173 of 215

174 Trim - Selection The Trim Selection screen defines the Trim Kit(s) for each trim condition. The kits in the Current list will be supplied for the Trim Location selected. Available & Current Trim Kits: Build List Filtered All Build Available The Available list is reduced to a select few kits for the condition, also including all user kits. The Available list will display all the kits that have been defined in VPC, also including all user kits. 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 be supplied. More than one kit can be put in the Current list. But VPC will only select 1 kit by default. Add Kit & Remove Kit Moves 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 Kit Select 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. June 2014 VISION - Detailing Training - VP Buildings 174 of 215

175 Panel Operation Select this button to view and define the panel operations (panel cuts and adjustments) required for this trim condition. June 2014 VISION - Detailing Training - VP Buildings 175 of 215

176 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: List Displays a list of all the parts required for this trim kit. Category From the drop down list select the part category you are working with. Part Number From 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. Quantity In this edit box enter the quantity of parts required. June 2014 VISION - Detailing Training - VP Buildings 176 of 215

177 Quantity Unit From the drop down list select the appropriate unit of measure. How to use: Qty per Foot - Individual parts required in each foot. June 2014 VISION - Detailing Training - VP Buildings 177 of 215

178 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 of lengths based on kit length and available part lengths. Each - Extra amount required per kit. June 2014 VISION - Detailing Training - VP Buildings 178 of 215

179 Finish / Color This box allows you to choose the finish & color of the trim. Display Check this box to change the display option in the list. If the display box is checked the part will be on the drawings. Description In this edit box, type the description of the part or where the part may be used. Insert, Revise, & Delete These 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 New Kit. June 2014 VISION - Detailing Training - VP Buildings 179 of 215

180 Trim - Panel Operations The 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 - SSR 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 3 Panels. Panel 1, Panel 2, & Panel 3 Depending 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 the ground. End The end of the panel the adjustment is to be made on. Options: Upper End, Lower End, NA. Operation The operation to be performed on the selected end of the panel. Options: Square Cut, Notched (PR walls & SSR), Swagged (SLR), Crimp (PR walls), NA. Cut The cut to be performed on the selected end of the panel. Options: Square Cut, Slope Cut (PR walls), NA. Cut Point The starting point of the cut to be performed on the selected end of the panel. Options: Upper End, Lower End, NA. June 2014 VISION - Detailing Training - VP Buildings 180 of 215

181 Adjustment The 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 have the 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 to NA. A non valid panel code of "X" may be generated in the Covering Mark Number. June 2014 VISION - Detailing Training - VP Buildings 181 of 215

182 Trim - Point Kit Conditions The Trim Conditions screen defines the general Trim conditions possibly used on the building. The Trim Conditions include all of VP's standard Trim Kits broken down by trim location and panel types. Display All (this is only enabled at the highest level of the tree under Trim) 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. Display Partial (this is only enabled at the highest level of the tree under Trim) 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. List The list define all possible Point Conditions on a building. Insert This button adds a row(s) of data into the list. Delete This button removes a row(s) of data from the list. How to use: VPC will not allow you to Delete a VPC generated Trim Conditions. Use the Do Not Use option. Revise Kit This button modifies a row(s) of data in the list. June 2014 VISION - Detailing Training - VP Buildings 182 of 215

183 Trim - Color / Thickness Revisions The 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: List Location - 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. Insert Add a new row into the List. Delete Remove the selected row from the List. View Affected This screen (read only) specifies all of the trim conditions that will be affected by the "Set Trim Color / Gage" change. View Affected Types: June 2014 VISION - Detailing Training - VP Buildings 183 of 215

184 Geometry Tool File Name: Training 08 - Geo Tool A. Parallel Offset Insertion Methods 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 June 2014 VISION - Detailing Training - VP Buildings 184 of 215

185 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 Member Remove Type 10/11 Stiffener 9a. Fix All Failed Haunch Stiffeners 10. Adjust Vertical Plate 11. Point Projected to Line June 2014 VISION - Detailing Training - VP Buildings 185 of 215

186 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. June 2014 VISION - Detailing Training - VP Buildings 186 of 215

187 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: 4. Determine the Hip Rafter offset, insert lines along the Rafter Side, the Rafter FO and Perpendicular to the Rafter Side. 5. Intersect the lines to create 2 points. 6. Select the 2 points and verify the Length between the points. June 2014 VISION - Detailing Training - VP Buildings 187 of 215

188 Main Shape, Wall 1, Frame Line at 99/0/0 (Remove type 10/11 Stiffeners) Geometry Tool: 7. Remove the Type 10/11 from Member 2 (1 st Rafter). Note: The number of Members has been increased. Frames Member Data: 8. Verify the Web Thickness has increased in both haunches. June 2014 VISION - Detailing Training - VP Buildings 188 of 215

189 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. June 2014 VISION - Detailing Training - VP Buildings 189 of 215

190 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 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. June 2014 VISION - Detailing Training - VP Buildings 190 of 215

191 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 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. June 2014 VISION - Detailing Training - VP Buildings 191 of 215

192 User Frame Parts User 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 Mark Define 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 Beam CX Column - Plate DCC 8 1/2" Corner / Endpost - G30 Gage DCD 11 1/2" Corner / Endpost - G30 Gage DCE 10" Corner / Endpost - G30 Gage EPX Endpost - Plate FCX Facade Column ICX Interior Column MBX Mezzanine Beam PCCX Hot Rolled Channels (CH & MC) PCX Hot Rolled Pipes (P & PX) PPBX Portal Brace Beam RBX Rafter Beam SBX Support Beam TCX Hot Rolled Tubes (T & TS) WBRSX Hot Rolled Bracket (Ship Loose) WBRWX Hot Rolled Bracket (Welded) WRX Hot Rolled Beams (W & S) Quantity Enter 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 Sides This option generates a 4 sided member (Column, Beam, and others). June 2014 VISION - Detailing Training - VP Buildings 192 of 215

193 5 Sides This option generates a 5 sided member (Column or Rafter in the Haunch). Data Located from Both Ends This 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 "nonsymmetrical". 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: Length Enter the desired overall length of the special frame part. Depth (End 1 & End 2) Enter the desired depths at both ends. Flange and Web Sizes Select 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: June 2014 VISION - Detailing Training - VP Buildings 193 of 215

194 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 a Beam, etc June 2014 VISION - Detailing Training - VP Buildings 194 of 215

195 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. June 2014 VISION - Detailing Training - VP Buildings 195 of 215

196 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. June 2014 VISION - Detailing Training - VP Buildings 196 of 215

197 June 2014 VISION - Detailing Training - VP Buildings 197 of 215

198 June 2014 VISION - Detailing Training - VP Buildings 198 of 215

199 Download Order for Detailing Detailing Process 1. Open PIM 2. To find order to be worked review the list in the Orders section or use the Search By drop list to find the order. Search By: This Dropdown list will show all available search options. The system will always default to Most Recent Orders, which is the last order(s) the user has worked on. 3. Select Order from drop list and enter the order number in the Value window. 4. Select the Search button. 5. In the Orders section the order being searched for will be displayed. Double click anywhere on the search result to open the File Transfer screen or select the order and click the Revise button. June 2014 VISION - Detailing Training - VP Buildings 199 of 215

200 6. At the Releases field, select the order number to proceed to selecting the desired file for transfer. This screen will refresh periodically! 7. In the Files section select the file to download. Typically this will be file with the.vpc extension. 8. Selecting the file will activate the Upload, Download & Send IA buttons. Click the Download button. June 2014 VISION - Detailing Training - VP Buildings 200 of 215

201 9. Browse to the folder you wish to save the file to (it will default to the Building Files Folder). Note: if you currently have a file with the same name, make sure you rename the existing file before you download or PIM will overwrite the existing file. Click OK when complete. 10. There will be a delay in the responsiveness of the system while the file transfers. 11. When complete it returns to the File Transfer window. A record of the download will be in the File History part of the window. 12. Order download is now complete. Exit PIM if complete. June 2014 VISION - Detailing Training - VP Buildings 201 of 215

202 Order Folders 1. Order folders can be opened/viewed from the Releases section of File Transfer screen. 2. Select View Files to open Order Folders. 3. Displayed is the folder structure for each project. The majority of information Detailing requires is located under Order Clarification. 4. The Clarification information is located under 1 Services\2 Order Clarification\1 OCF-RFIs- Sketches-Job Log. 5. The design packet for Detailing is located under: Services\ Design\ Detailing Packet June 2014 VISION - Detailing Training - VP Buildings 202 of 215

203 Detail the project in Vision June 2014 VISION - Detailing Training - VP Buildings 203 of 215

204 Upload Order 1. Open PIM 2. Select order to upload into. 3. Double-click anywhere on order line to open or select line and click the Revise button. 4. File Transfer screen opens. 5. At the Releases field, click on bar with right pointing triangle to allow selection of desired file for transfer. This will activate the Upload button on right side. 6. Click on the Upload button. File to be uploaded must be closed! 7. Locate the file to be uploaded then Double-click the file. June 2014 VISION - Detailing Training - VP Buildings 204 of 215

205 8. The question to the left will appear. (Recommended) Click Yes to create a new Version of the file (leaving the existing version available for use if needed). Click No to overwrite the existing file. IMPORTANT: A VPC file upload will create an XML file. The XML file is generated every time the Vision file is uploaded. Earlier versions of both file types can be accessed from the File History section. 9. File History will log the upload for the VPC file and the XML file. To view each file type s File History, select the file name with the applicable extension in the Files section. The File Name extension in File History will match the File Name extension in Files. 10. Order upload is now complete. 11. Exit PIM if finished. June 2014 VISION - Detailing Training - VP Buildings 205 of 215

206 XML Parts Edit 1. To open the XML Parts Edit function. 2. Select the Edit button below the XML Parts tab in the Files section of the File Transfer screen. Note: The Edit button will be active for the line with the file name ending with the.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. June 2014 VISION - Detailing Training - VP Buildings 206 of 215

207 5. Edits to the XML file can be performed by Detailing. Parts can be added, revised, deleted, copied, pasted, imported and exported into the list. These actions are described in another document. 6. PIM allows items listed in the Change Quantity or Color of Vision Parts portion of the FBN to be modified by Detailing before ECK. This will reduce the need to list these items on the FBN when a quantity or color change 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 for Compass. The function will allow reports to be run against the data for both material planning and Manufacturing use. 10. The warning to the left will appear. 11. Select Yes to upload the most current version of XML Parts to the Database. June 2014 VISION - Detailing Training - VP Buildings 207 of 215

208 12. When Yes is selected a Part Exceptions report will be generated. Print a copy to send with the FBN. Alternate method to view the Part Exceptions report is to select the Exceptions View button in the Releases section of File Transfer screen. 13. Add any needed version Notes for the file. 14. After Database has been updated, order is ready for ECK using Engineering Tracking Workbench (ETW). June 2014 VISION - Detailing Training - VP Buildings 208 of 215

209 Final Build Notification (FBN) Get Date and Time for FBN 1. On the File Transfer screen under the Files section select the appropriate file with the.xml extension. 2. Under the File History section, the Date and Time are listed in the Time Sent column. 3. Use the Date and Time from the latest transfer of XML Parts to the Database. 4. The Type column will show this transfer as XML Parts Uploaded to Project Interface Database with Reason of Send to Database. June 2014 VISION - Detailing Training - VP Buildings 209 of 215

210 5. Fill out date and time information on the Final Build Notification (see Build Sheet tab on FMEN Job Log Checklists form). 6. Weld stamps are to be defined in Vision (if available) not the FBN. 7. Attach any Exception Drawings and print / save to a PDF format. 8. Rename the PDF File "Final Build Documents" 9. Save Final Build Notification under Order Control Department in the order folders. 10. If there are multiple sequences create a folder for each Manufacturing Sequence and place all documents (including FBN) in the appropriate sequence folder. June 2014 VISION - Detailing Training - VP Buildings 210 of 215

211 Use Engineering Tracking Workbench (ETW) to ECK Order 1. Open the Compass ERP system. 2. Enter your Username and Password, and then click on Login 3. Select Order Management ENGINEERING USER or shortcut if COMPASS has been set up with one. 4. Click on BSNA Engineering Tracking Workbench. Right click and choose Open in new tab if preferred. This will generate a tab titled Engineering Tracking Workbench at top of window/screen. Click to open. June 2014 VISION - Detailing Training - VP Buildings 211 of 215

212 5. Input order number and click on Go. Do not use dashes when entering order number!! 6. Order information will populate in field below the Search area. Single click the order number to open the Builder Milestone/Quick Order Check page. 7. On the Left side of the page there are links. Click on Detail Milestones. June 2014 VISION - Detailing Training - VP Buildings 212 of 215

213 8. During the Detailing stage of the order, the BMR Current Rev# and Last Detail Version will be 3, or 3 followed by three decimal places (i.e ). Important: PM, Clarifier, Design & Detailing Milestones must be completed to update the BMR Current Rev#. 9. BMR is updated in the following ways: a. Major Change b. Enter Actual Cmp Date c. ECK ing order Major Change Guidelines: a. Greater than 1000# of materials are added to the order. b. Hot rolled material or other materials that require a TM are added. c. Any change made to panel - Color, Type, Substrate, Gage or large increase in square footage (more than 500 sq. ft.). d. Special color square footage increase of 500 sq. ft. or greater, panels and trim. 10. Fill in Actual Cmp Date for the applicable Detail Milestones. June 2014 VISION - Detailing Training - VP Buildings 213 of 215

214 11. Click the Set ECK Milestone button at lower right of Detail Milestones section 12. When the Set ECK Milestone button is pushed a Confirmation note will appear at the top of the screen. 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 on Release to OCD (ECK) line. b. Actual Cmp Date will be filled on Release to OCD (ECK) line. c. The BMR Current Rev# will progress to 4 d. Last Detail Version will progress to 4. June 2014 VISION - Detailing Training - VP Buildings 214 of 215

215 Detailing Paperwork 1. Fill out the Check list in the Job Log at: 1 Services\ 2 Order Clarification\ 1 OCF-RFIs- Sketches Job Log in the order folders. 2. Save The following order documents in 1 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: AutoCAD drawings, original exception drawings, copies of detailing tools, etc ) All of these items may not be used on some orders. June 2014 VISION - Detailing Training - VP Buildings 215 of 215