15-Division 13000 Special ConstructionDate
Page
Rev.
R1
01May '12
Erection Guide
Date
Page
Rev.
R2
01Feb '12
Erection Guide
Date
Page
Rev.
R3
01May '12
Erection Guide
Date
Page
Rev.
R4
00Jan '12
Erection Guide
Primary Frame Detail
Interior Pipe / Tube Column
PF03001
May '12 01
Primary Frame Detail
Interior Beam Column
PF03002
May '12 01
EF07018Bearing Frame Endwall - Bypass without Girt
End Post with Column Extension at Inner Flange not at Peak Dec '12 02
Cable Brace
Attachment at Web
PF04111
Nov '11 00
Rod Brace
Attachment at Web
PF04101
Sep '12 01DATE
SHT. NO.
Dec '12
EF09102
REV. NO.01
Endwall Column or Column Extension
(Bolt to downhill side of Connection Plate.)
Purlin
Bridge Channel
Cold Formed - BGC_ _ _ (Shown)
Hot Rolled - BG_ _ _ (Similar)
(4) 1
2%ROWV
(Typical at Purlins
and Purlin Strut)
Purlin Strut
(When required.)
Purlin
(4) 34$%ROWV
Notes;
1.) See AC00916 / AC00920 for Jamb/Support Column attachment when
located at same Purlin space (or adjacent Purlin space) as Endwall Column.
2.) Bridge Channel may span multiple Purlin spaces when required.
3.) Wind Edge Strip Purlins, when required, do not attach to Bridge Channel.
4.) Purlins and Purlin Strut extends past Bridge Channel flange when
"Optional" Overhang or Facade is required at endwall.
Endwall Column attachment
located between Purlins at Slope
Wide Bay Building
Bolted Seat
PF08014
Dec '10 00
Wide Bay Building - Low Eave Strut Connection
1" Inset Column - Interior Frame Column - 4 1/2:12 or Less
PF08020
Apr '11 00
By-Pass Zee Installation
CF01121
Dec '10 00
A
Section A
Lap Detail
Lap Symbol Lap Symbol
By-Pass Purlin and Girt Connections
CF01122
Dec '10 00
Purlin to Rafter
Standard Connection - Flange Brace FB4_
CF02036
Dec '10 00
Purlin to Rafter
Standard Connection - Flange Brace FB6_ or FB7_
CF02039
Dec '10 00
DATE
SHT. NO.
REV. NO.
Purlin Anti-Roll Clip
(at Built-up/Hot-Rolled Rafter)
CF02034
Feb '11 01
Knock-In Bridging Installation
Less Than 3:12 Single Row
KB01001
May '12 02
Knock-In Bridging Roof Layout
Single Row
KB01006
Mar '11 01
Gable Building
Single Slope Building
Knock-In Bridging Tie Angle KB01013
May '12 01
KB01004
May '12 02
Detail at Factory Located Support Beam
Knock-In Bridging Special Condition
Spacing 12" or Less
Detail at InteriorDetail at Eave
KB01005
May '12 01
Factory Located Support Beam with Knock-In Bridging
Greater Than 12" Space
Single Row For Roof Slope < 3:12
For Double Rows
Single Row For Roof Slope 3:12
01
Welded Clips - Framed Opening Connections
Cold Form and Hot Rolled Cee - Three and Four Sided Openings
AC01220
Nov '11 01
Welded Clips - Framed Opening Connections
Cold Form and Hot Rolled - Base, Girt, Header, and Sill to Jamb
AC01223
Nov '11
Welded Clips - Framed Opening Connections
Cold Form and Hot Rolled - Jamb/Sub Jamb to Zee/Cee Girt or Header/Sill
AC01224
Jul '11 00
PF10010
00OSHA Erection Procedure for Clip Connections May '12
DATE
SHT. NO.
REV. NO.
Eave Strut Connection at Main Frame
Interior Bay
CF02030
Feb '11 01 DATE
SHT. NO.
REV. NO.
Eave Strut Stiffener Plate
Low Eave Interior Bay
CF02031
Sep '10 00
PBU Panel Profile 80-10-57
Sep '12 00
PBR, PBU, AVP, PBA, VistaShadow
Panel Fasteners
G000006
Mar '13 02
Wall Fasteners
Roof Fasteners
Long Life (Optional at Wall)
Optional Roof or Wall Fasteners
Stainless Steel Cap