Steel Framing Sections
Common details for primary and secondary connections and other conditions.
Steel Framing Sections Sections & Details
All details downloadable in .dwg and .pdf
Table of Contents
Eave Steel J1-1.Eave Strut for CS-Flush Column-Low Side-Low Pitch J1-2.Eave Strut for CS-Flush Column-Low Side-High Pitch
J1-3.Eave Strut for MSC STC-Thermal Spacers-Flush Column-Low Side-Low Pitch J1-5.Eave Strut for STC-MSC-Thermal Spacers-Flush Column-Low Side-High Pitch
J1-13.Eave Strut for CS-Inset Column-Low Side-Low Pitch J1-14.Eave Strut for CS-Inset Column-Low Side-High Pitch
J1-15.Eave Strut for STC-MSC-Thermal Spacers-Inset Column-Low Side-Low Pitch J1-17.Eave Strut for STC-MSC-Thermal Spacers-Inset Column-Low Side-High Pitch
J2-1.Eave Strut for CS-Outset Column-Low Side-Low Pitch J2-2.Eave Strut for CS-Outset Column-Low Side-High Pitch
J2-3.Eave Strut for STC-MSC w Thermal Spacers-Outset Column-Low Side-Low Pitch J2-5.Eave Strut for STC-MSC w Thermal Spacers-Outset Column-Low Side-High Pitch
J7-1.Eave Strut-Flush Column-High Side-Low Pitch J7-2.Eave Strut-Flush Column-High Side-High Pitch J7-5.Eave Strut-Inset Column-High Side-Low Pitch J7-6.Eave Strut-Inset Column-High Side-High Pitch J8-1.Eave Strut-Outset Column-High Side-Low Pitch J8-2.Eave Strut-Outset Column-High Side-High Pitch New Eave Strut to Existing Eave Strut Purlin Connections A7.SECTION THRU ENDWALL RAFTER A10.ROOF PURLIN TO ENDWALL RIGID FRAME G2.ROOF PURLIN TO INTERIOR FRAME RAFTER Girt Connections C11.WALL GIRT TO BACK-TO-BACK ENDWALL COLUMN C12.WALL GIRT TO WIDE FLANGE ENDWALL COLUMN
C71.ZEE OR CEE GIRT AT B-B POST C72.ENDWALL COLUMN TO WALL GIRT
H2.WALL GIRT TO FRAME COLUMN H4.WALL GIRT TO FRAME COLUMN C1P.INSET GIRT TO CEE COLUMN C2P.INSET GIRT TO BACK-TO-BACK COLUMN Corner Sections D3P.INSET CORNER COLUMN TO WALL GIRT
D12.CORNER COLUMN TO WALL GIRT D13.FRAME COLUMN TO WALL GIRT D14.FRAME COLUMN TO WALL GIRT D16.FRAME COLUMN TO WALL GIRT D17.CORNER COLUMN TO WALL GIRT
Table of Contents
D18.CORNER COLUMN TO WALL GIRT D26.CORNER COLUMN TO WALL GIRT D27.FRAME COLUMN TO ENDWALL GIRT D57.CORNER COLUMN TO WALL GIRT Jamb Connections K6P.INSET GIRT TO BACK-TO-BACK COLUMN-JAMB 1ft K11P.INSET GIRT TO CEE COLUMN-JAMB 1ft M12P.INSET HEADER TO WIDE FLANGE COLUMN-JAMB 1ft K3.WALL GIRT TO DOOR JAMB
L8.JAMB TO WALL GIRT OR HEADER M3.DOOR HEADER TO DOOR JAMB
Jamb and Girt to Endwall Rafter Left Jamb to Uphill Endwall Rafter-Left Left Jamb to Uphill Endwall Rafter-Left-XBC88 Left Jamb to Uphill Endwall Rafter-Right Left Jamb to Uphill Endwall Rafter-Right-XBC88
W3.ENDWALL GIRT TO RAFTER W7.ENDWALL GIRT TO RAFTER Flange Braces 1-1.Flange Brace 1-4.Flange Brace XSST-1 Tabs 1-10.Flange Brace XFBP-10 & XFBP-12 Double Angle Clips 4-1.Flange Brace XFBT-1 Tabs 4-4.Flange Brace XFBT-1 and XSST-1 Tabs 4-10.Flange Brace XFBT-1 and XFBP-10 & XFBP-12 Double Angle Clips 5-7.Flange Brace XFBT-2 and XFBP-7 5-8.Flange Brace XFBT-2 and XFBP-8 5-9.Flange Brace XFBT-2 and XFBP-9 5-13.Flange Brace XFBT-2 and XFBP-13 & XFBP-14 Double Angle Clips Sag Angles ANGLE_201.Sag Angle Roof-SS-Eave (Low) ANGLE_202.Sag Angle Roof-SS-Eave (Low)4-12 ANGLE_203.Sag Angle Roof-SS-Intermediate (Roof Beam) ANGLE_204.Sag Angle Roof-SS-Ridge
ANGLE_205.Sag Angle Roof-SS-Eave (High) ANGLE_206.Sag Angle Roof-SS-Eave (High)4-12 ANGLE_301.Sag Angle Walls-Eave Strut (Low-High) ANGLE_302.Sag Angle Walls-Eave Strut (Low-High)4-12
ANGLE_303.Sag Angle Walls-Intermediate ANGLE_303_1.Sag Angle Walls-Headers
Table of Contents
ANGLE_303_2.Sag Angle Walls-Special Termination ANGLE_303_3.Sag Angle Walls-Special
ANGLE_304_1.Sag Angle Walls-Endwall Rafter Beam in Girt Line ANGLE_304_2.Sag Angle Walls-Endwall Rafter Beam Behind Girt Line Sag Angle at Wide Flange Wall Beam
Sag Angle from Eave Strut to Spandrel at High Side Sag Angle from Eave Strut to Spandrel at Low Side Sag Angle from Portal Rafter Strut Stabilizers
ANGLE_251.Strut Stabilizer XPB3-Zee Purlin-Girt ANGLE_250.Strut Stabilizer XPB4-Eave Strut ANGLE_252.Strut Stabilizer XPB4-Eave Strut Greater Than 4-12 Roof Edge Corner Zone Struts Edge-Corner Zone Strut from Low Side Eave Strut to Zee Purlin Edge-Corner Zone Strut from Zee Purlin to High Side Eave Strut Edge-Corner Zone Strut to Up Facing Cee Purlin at Mid-Roof Edge-Corner Zone Strut to Zee Purlin at Mid-Roof Column to Rafter B3.RAFTER BEAM TO COLUMN B5.RAFTER BEAM TO COLUMN B16.ROTATED CORNER COLUMN TO RAFTER BEAM B20.COLUMN TO RAFTER BEAM B22.ROTATED CORNER COLUMN TO RAFTER BEAM Endwall Post to Rafter Slip
B18-1.W COLUMN TO RIGID FRAME RAFTER WEB-COLUMN OUTSIDE B18-2.W COLUMN TO RIGID FRAME RAFTER FLANGE-COLUMN INSIDE B18-3.W COLUMN TO RIGID FRAME RAFTER FLANGE-COLUMN INSIDE-SPACER B37-1.C COLUMN TO RIGID FRAME RAFTER-Low Pitch B37-2.C COLUMN TO RIGID FRAME RAFTER-High Pitch B38-1.D COLUMN TO RIGID FRAME RAFTER-Low Pitch B38-2.D COLUMN TO RIGID FRAME RAFTER-High Pitch B39-1.W COLUMN TO RIGID FRAME RAFTER-Low Pitch B39-2.W COLUMN TO RIGID FRAME RAFTER-High Pitch B44.W COLUMN TO RIGID FRAME RAFTER RIDGE Partition Post to Rafter Slip Back-to-Back Column Rotated to Cee Purlin Rafter w Zee Purlins and Slip Connection Left Back-to-Back Column Rotated to Rafter Beam and Slip Connection at Ridge Back-to-Back Column Rotated to Rafter Beam and Slip Connection Left Back-to-Back Column to Cee Purlin Rafter w Zee Purlins and Slip Connection Left Back-to-Back Column to Rafter at Ridge w Slip Connection
Table of Contents
Back-to-Back Column to Rafter at Ridge w Slip Connection-2 Clips Back-to-Back Column to Rafter with Slip Connection Left Single Cee Column to Cee Purlin Rafter w Zee Purlins and Slip Connection Left Single Cee Column to Rafter w Slip Connection Left Wide Flange Column Rotated to Cee Purlin Rafter w Zee Purlins and Slip Connection Left Wide Flange Column Rotated to Rafter and Slip Connection Left Wide Flange Column Rotated to Rafter at Ridge and Slip Connection Wide Flange Column to Cee Purlin Rafter w Zee Purlins and Slip Connection Left Wide Flange Column to Rafter at Ridge and Slip Connection w 2 Clips Wide Flange Column to Rafter at Ridge and Slip Connection Wide Flange Column to Rafter w Slip Connection Left Portal Frame Details
BOF Portal Jamb Wrapped-Left BOF Portal Jamb XGCA-5 Left BOF Portal Jamb-Girt XGCA-5 Left IFF Portal Jamb Wrapped-Left IFF Portal Jamb XGCA-5 Left IFF Portal Jamb-Girt XGCA-5 Left H10_1 - Portal To Frame XPF-1 - Left H10_2 - Portal To Frame XPF-2 - Left
H10_4 - Portal To Frame XBC-102 - 8in Girts - Left H10_5 - Portal To Frame XBC-103 - 10in Girts - Left Jamb to Portal Rafter-Left Jamb Wrapped Portal Column w Header Wrapped Portal Rafter-Left Jamb Wrapped Portal Column w Lower Header-Left Exterior Mounted Rollup Doors Exterior Mounted Rollup Door Drum thru Jamb AP Panel Exterior Mounted Rollup Door Drum thru Jamb CS Panel Exterior Mounted Rollup Door Drum w Girts Lips Down Exterior Mounted Rollup Door Drum w Girts Lips Up Center Blocking Spring Pad Center Blocking Spring Pad - Girt Cee to Cee Center Blocking Spring Pad - Girt Cee to Eave Lowside Center Blocking Spring Pad - Girt Zee to Eave Lowside Center Blocking Spring Pad - Girt Zee to ERB Bypass Left Center Blocking Spring Pad - Girt Zee to ERB Inset Left Center Blocking Spring Pad - Girt Zee to Zee Center Blocking Spring Pad - Header Cee to Cee Center Blocking Spring Pad - Header Cee to Eave Lowside Center Blocking Spring Pad - Header Cee to ERB Bypass Left
Table of Contents
Center Blocking Spring Pad - Header Cee to ERB Bypass Ridge Center Blocking Spring Pad - Header Cee to ERB Inset Left Center Blocking Spring Pad - Header Cee to ERB Inset Ridge Center Blocking Spring Pad - Header Cee to Zee Center Blocking Spring Pad - Header Channel to Cee Center Blocking Spring Pad - Header Channel to Eave Lowside
Center Blocking Spring Pad - Header Channel to Zee Center Blocking Spring Pad - Lip to Lip to Eave Lowside Field Welding
Field Welding Recommendation 121216 XC-2 Purlin or Girt Support Clip Field Weld
EaveSteel
EaveSteel
J1-1.Eave Strut for CS-Flush Column-Low Side-Low Pitch
BL
TOP OF PURLINS
EAVE HEIGHT
EAVE STRUT
(4) 5/8" X 1 1/2" BOLTS w/ HARD WASHERS AT C-SECTION SIDE FRAME COLUMN
EAVE STRUT TO RIGID FRAME SCREW DOWN ROOF
J1
J1-2.Eave Strut for CS-Flush Column-Low Side-High Pitch
#12-14 X 1 1/4" TEMPORARY FASTENER (REMOVE PRIOR TO INSTALLING ROOF PANEL)
TOP OF PURLINS
BL
EAVE HEIGHT
SIDEWALL ANGLE (SWA- )
EAVE STRUT
(4) 5/8" X 1 1/2" BOLTS w/ HARD WASHERS AT C-SECTION SIDE FRAME COLUMN
EAVE STRUT TO RIGID FRAME SCREW DOWN ROOF
J1
J1-3.Eave Strut for MSC STC-Thermal Spacers-Flush Column-Low Side-Low Pitch
BL
TOP OF PURLINS 1 3 8 "
EAVE HEIGHT
EAVE STRUT
(4) 5/8" X 1 1/2" BOLTS w/ HARD WASHERS AT C-SECTION SIDE FRAME COLUMN
EAVE STRUT TO RIGID FRAME STANDING SEAM ROOF
J1
J1-5.Eave Strut for STC-MSC-Thermal Spacers-Flush Column-Low Side-High Pitch
SIDEWALL ANGLE (SWA- ) #12-14 X 1 1/4" TEMPORARY FASTENER (REMOVE PRIOR TO INSTALLING ROOF PANEL)
1 3
8 "
BL
TOP OF PURLINS
EAVE HEIGHT
EAVE STRUT
(4) 5/8" X 1 1/2" BOLTS w/ HARD WASHERS AT C-SECTION SIDE FRAME COLUMN
EAVE STRUT TO RIGID FRAME STANDING SEAM ROOF
J1
J1-13.Eave Strut for CS-Inset Column-Low Side-Low Pitch
BL
TOP OF PURLINS
EAVE HEIGHT
EAVE STRUT
(4) 5/8" X 1 1/2" BOLTS w/ HARD WASHERS AT C-SECTION SIDE FRAME COLUMN
EAVE STRUT TO RIGID FRAME SCREW DOWN ROOF
J1
J1-14.Eave Strut for CS-Inset Column-Low Side-High Pitch
#12-14 X 1 1/4" TEMPORARY FASTENER (REMOVE PRIOR TO INSTALLING ROOF PANEL)
BL
TOP OF PURLINS
EAVE HEIGHT
EAVE STRUT (4) 5/8" X 1 1/2" BOLTS w/ HARD WASHERS AT C-SECTION SIDE FRAME COLUMN SIDEWALL ANGLE (SWA- )
EAVE STRUT TO RIGID FRAME SCREW DOWN ROOF
J1
J1-15.Eave Strut for STC-MSC-Thermal Spacers-Inset Column-Low Side-Low Pitch
BL
TOP OF PURLINS 1 3 8 "
EAVE HEIGHT
EAVE STRUT
(4) 5/8" X 1 1/2" BOLTS w/ HARD WASHERS AT C-SECTION SIDE FRAME COLUMN
EAVE STRUT TO RIGID FRAME STANDING SEAM ROOF
J1
J1-17.Eave Strut for STC-MSC-Thermal Spacers-Inset Column-Low Side-High Pitch
SIDEWALL ANGLE (SWA- ) #12-14 X 1 1/4" TEMPORARY FASTENER (REMOVE PRIOR TO INSTALLING ROOF PANEL)
1 3
8 "
BL
TOP OF PURLINS
EAVE HEIGHT
EAVE STRUT
(4) 5/8" X 1 1/2" BOLTS w/ HARD WASHERS AT C-SECTION SIDE
FRAME COLUMN
EAVE STRUT TO RIGID FRAME STANDING SEAM ROOF
J1
J2-1.Eave Strut for CS-Outset Column-Low Side-Low Pitch
BL
TOP OF PURLINS
EAVE HEIGHT
EAVE STRUT
(4) 5/8" X 1 1/2" BOLTS w/ HARD WASHERS AT C-SECTION SIDE FRAME COLUMN
EAVE STRUT TO RIGID FRAME SCREW DOWN ROOF
J2
J2-2.Eave Strut for CS-Outset Column-Low Side-High Pitch
SIDEWALL ANGLE (SWA- ) #12-14 X 1 1/4" TEMPORARY FASTENER (REMOVE PRIOR TO INSTALLING ROOF PANEL)
BL
TOP OF PURLINS
EAVE HEIGHT
EAVE STRUT
(4) 5/8" X 1 1/2" BOLTS w/ HARD WASHERS AT C-SECTION SIDE FRAME COLUMN
EAVE STRUT TO RIGID FRAME SCREW DOWN ROOF
J2
J2-3.Eave Strut for STC-MSC w Thermal Spacers-Outset Column-Low Side-Low Pitch
EAVE STRUT
BL
1 3
8 "
TOP OF PURLINS
EAVE HEIGHT
(4) 5/8" X 1 1/2" BOLTS w/ HARD WASHERS AT C-SECTION SIDE
FRAME COLUMN
EAVE STRUT TO RIGID FRAME STANDING SEAM ROOF
J2
J2-5.Eave Strut for STC-MSC w Thermal Spacers-Outset Column-Low Side-High Pitch
#12-14 X 1 1/4" TEMPORARY FASTENER (REMOVE PRIOR TO INSTALLING ROOF PANEL)
BL
SIDEWALL ANGLE (SWA- )
1 3
8 "
TOP OF PURLINS
EAVE HEIGHT
EAVE STRUT
(4) 5/8" X 1 1/2" BOLTS w/ HARD WASHERS AT C-SECTION SIDE
FRAME COLUMN
EAVE STRUT TO RIGID FRAME STANDING SEAM ROOF
J2
J7-1.Eave Strut-Flush Column-High Side-Low Pitch
BL
TOP OF PURLINS
EAVE HEIGHT
EAVE STRUT
(4) 5/8" X 1 1/2" BOLTS w/ HARD WASHERS AT C-SECTION SIDE FRAME COLUMN
EAVE STRUT TO RIGID FRAME
J7
J7-2.Eave Strut-Flush Column-High Side-High Pitch
BL
TOP OF PURLINS
EAVE HEIGHT
EAVE STRUT
(4) 5/8" X 1 1/2" BOLTS w/ HARD WASHERS AT C-SECTION SIDE FRAME COLUMN SIDEWALL ANGLE (SWA- ) (2) #12-14 X 1 1/4" (3'-0" C.C.)(WALL COLOR)
EAVE STRUT TO RIGID FRAME
J7
J7-5.Eave Strut-Inset Column-High Side-Low Pitch
BL
TOP OF PURLINS
EAVE HEIGHT
EAVE STRUT
(4) 5/8" X 1 1/2" BOLTS w/ HARD WASHERS AT C-SECTION SIDE FRAME COLUMN
EAVE STRUT TO RIGID FRAME
J7
J7-6.Eave Strut-Inset Column-High Side-High Pitch
BL
TOP OF PURLINS
EAVE HEIGHT
EAVE STRUT
(4) 5/8" X 1 1/2" BOLTS w/ HARD WASHERS AT C-SECTION SIDE FRAME COLUMN SIDEWALL ANGLE (SWA- ) (2) #12-14 X 1 1/4" (3'-0" C.C.)(WALL COLOR)
EAVE STRUT TO RIGID FRAME
J7
J8-1.Eave Strut-Outset Column-High Side-Low Pitch
BL
TOP OF PURLINS
EAVE HEIGHT
EAVE STRUT
(4) 5/8" X 1 1/2" BOLTS w/ HARD WASHERS AT C-SECTION SIDE FRAME COLUMN
EAVE STRUT TO RIGID FRAME
J8
J8-2.Eave Strut-Outset Column-High Side-High Pitch
BL
TOP OF PURLINS
EAVE HEIGHT
EAVE STRUT
(4) 5/8" X 1 1/2" BOLTS w/ HARD WASHERS AT C-SECTION SIDE FRAME COLUMN SIDEWALL ANGLE (SWA- ) (2) #12-14 X 1 1/4" (3'-0" C.C.)(WALL COLOR)
EAVE STRUT TO RIGID FRAME
J8
New Eave Strut to Existing Eave Strut
1
(6) 1/2" X 1 1/4" BOLTS
EXIST BL
XBC-73
EXISTING EAVE STRUT
EAVE STRUT
FIELD DRILL (2) 9/16" DIAMETER HOLES IN EXISTING EAVE STRUT AS REQUIRED
Purlin Connections
Purlin Connections
A7.SECTION THRU ENDWALL RAFTER
NOTE: The "Standard" bolting requirements for a purlin to clip is shown below. See the Special Bolts Roof Plan table on the Roof Framing Plan for additional bolts. The # symbol will reference additional bolts, if required.
BL
1 4 "
PURLIN (2) 1/2" X 1 1/4" BOLTS RAFTER BEAM
See Roof Plan
SECTION THRU ENDWALL RAFTER
A7
A10.ROOF PURLIN TO ENDWALL RIGID FRAME
NOTE: The "Standard" bolting requirements for a purlin to clip is shown below. See the Special Bolts Roof Plan table on the Roof Framing Plan for additional bolts. The # symbol will reference additional bolts, if required.
(2) 1/2" X 1 1/4" BOLTS PURLIN
BL
1 4 "
See Roof Plan
RIGID FRAME RAFTER BEAM
ROOF PURLIN TO ENDWALL RIGID FRAME
A10
G2.ROOF PURLIN TO INTERIOR FRAME RAFTER
NOTE: The "Standard" bolting requirements for a purlin to clip is shown below. See the Special Bolts Roof Plan table on the Roof Framing Plan for additional bolts. The # symbol will reference additional bolts, if required.
PURLIN
(6) 1/2" X 1 1/4" BOLTS
RAFTER
ROOF PURLIN TO INTERIOR FRAME RAFTER
G2
Girt Connections
Girt Connections
C11.WALL GIRT TO BACK-TO-BACK ENDWALL COLUMN
(2) #12-14 X 1 1/4" (EACH END)
ENDWALL COLUMN
FLANGE BRACE (XFB-1)
GIRT
45° ± 15°
1 1 2 "
BL
(6) 1/2" X 1 1/4" BOLTS
NOTES: · Flange Braces are not shown. Refer to Endwall drawings for Flange Brace locations and number of sides. · Flange Brace may be field cut and drilled with 1/4" holes. Do not exceed 60° angle.
WALL GIRT TO BACK-TO-BACK ENDWALL COLUMN
C11
C12.WALL GIRT TO WIDE FLANGE ENDWALL COLUMN
ENDWALL COLUMN
1 1 2 "
BL
ENDWALL GIRTS
(6) 1/2" X 1 1/4" BOLTS
NOTE: · Flange Brace are not shown. Refer to Endwall drawings for Flange Brace locations and number of sides.
WALL GIRT TO WIDE FLANGE ENDWALL COLUMN
C12
C71.ZEE OR CEE GIRT AT B-B POST
(2) #12-14 X 1 1/4"
ENDWALL COLUMN
FLANGE BRACE (XFB-1)
GIRT/HEADER
1 1 2 "
BL
(2) 1/2" X 1 1/4" BOLTS
NOTE: ·
Flange Braces are not shown. Refer to Flange Brace Table on Endwall drawings for Flange Brace locations and number of sides. · Flange Brace may be field cut and drilled with 1/4" holes. Do not exceed 60° angle.
TYPICAL FLANGE BRACE TO ZEE OR CEE GIRT AT B-B POST
C71
C72.ENDWALL COLUMN TO WALL GIRT
ENDWALL COLUMN
1 1 2 "
BL
GIRTS/HEADER
(2) 1/2" X 1 1/4" BOLTS
NOTE: Flange Braces are not shown. Refer to Endwall drawings for Flange Brace locations and number of sides.
ENDWALL COLUMN TO WALL GIRT
C72
H2.WALL GIRT TO FRAME COLUMN
FRAME COLUMN
BL
(6) 1/2" X 1 1/4" BOLTS
GIRTS
NOTE: Flange Braces are not shown. Refer to Cross Section, Endwall, or Sidewall drawings for Flange Brace locations and number of sides.
WALL GIRT TO FRAME COLUMN
H2
H4.WALL GIRT TO FRAME COLUMN
FRAME COLUMN
1 1 2 "
BL
GIRT
(4) 1/2" X 1 1/4" BOLTS
NOTE: Flange Brace are not shown. Refer to Cross Section or Sidewall drawings for Flange Brace locations and number of sides.
WALL GIRT TO FRAME COLUMN
H4
C1P.INSET GIRT TO CEE COLUMN
1 1 2 "
BL
GIRT #12-14 X 1 1/4" ENDWALL COLUMN
GIRT (6) 1/2" X 1 1/4" BOLTS (2) XBC-84 GIRT ANGLE (XGA)
INSET GIRT TO CEE COLUMN
C1P
C2P.INSET GIRT TO BACK-TO-BACK COLUMN
1 1 2 "
BL
GIRT #12-14 X 1 1/4" ENDWALL COLUMN
GIRT (6) 1/2" X 1 1/4" BOLTS (2) XBC-84 GIRT ANGLE (XGA)
INSET GIRT TO BACK-TO-BACK COLUMN
C2P
Corner Sections
Corner Sections
D3P.INSET CORNER COLUMN TO WALL GIRT
* BOLTING CLIP · XBC-74 Clip used for 6"-8" column flange width. · XBC-75 Clip used for 10"-12" column flange width. (Refer to the Wall Elevation drawings)
GIRT
(2) #12-14 X 1" PANCAKE HEAD CORNER ANGLE (A-20) (2) 1/2" X 1 1/4" BOLTS XBC-x
CORNER COLUMN (4) 1/2" X 1 1/4" BOLTS * BOLTING CLIP
1 1 2 "
1 1 2 "
1
4 "
SW BL
EW BL
GIRT
#12-14 X 1 1/4" (EACH END) GIRT ANGLE (XGA)
INSET CORNER COLUMN TO WALL GIRT
D3P
D12.CORNER COLUMN TO WALL GIRT
* BOLTING CLIP · XBC-38 Clip used for 8" EW girts. · XBC-39 Clip used for 10" EW girts. (Refer to the Wall Elevation drawings)
CORNER COLUMN
GIRT
XBC-38/XBC-39
(2) 1/2" X 1 1/4" BOLTS
1 1 2 "
(4) 1/2" X 1 1/4" BOLTS
CORNER ANGLE (A-20)
1 1 2 "
1 4 "
GIRT (2) #12-14 X 1" PANCAKE HEAD (EACH GIRT)
EW BL
SW BL
CORNER COLUMN TO WALL GIRT
D12
D13.FRAME COLUMN TO WALL GIRT
* BOLTING CLIP · XBC-74 Clip used for 6"-8" column flange width. · XBC-75 Clip used for 10"-12" column flange width. (Refer to the Wall Elevation drawings)
* BOLTING CLIP #12-14 X 1 1/4" (4) 1/2" X 1 1/4" BOLTS GIRT
1 1 2 "
FRAME COLUMN (4) 1/2" X 1 1/4" BOLTS XBC-3 GIRT
GIRT ANGLE (XGA)
#12-14 X 1" PANCAKE HEAD CORNER ANGLE (A-20)
(1)
2 5 8 "
(2)
1 1 2 "
(2) #12-14 X 1 1/4"
SW BL
EW BL
GIRT ANGLE (XGA) #12-14 X 1" PANCAKE HEAD
DRAFTING NOTES: (1) Verify frame dimensions. (2) Verify girt dimensions can use 1 1/2".
FRAME COLUMN TO WALL GIRT
D13
D14.FRAME COLUMN TO WALL GIRT
1 1 2 "
GIRT
COLUMN * BOLTING CLIP (6) 1/2" X 1 1/4" BOLTS
#12-14 X 1 1/4"
GIRT ANGLE (XGA)
GIRT
CORNER ANGLE (A-20) #12-14 X 1" PANCAKE HEAD
1 1 2 "
1 4 "
XBC-x (2) #12-14 X 1" PANCAKE HEAD (EACH GIRT)
EW BL
BL SW BL
* BOLTING CLIP · XBC-74 Clip used for 6"-8" column flange width. · XBC-75 Clip used for 10"-12" column flange width. (Refer to the Wall Elevation drawings)
FRAME COLUMN TO WALL GIRT
D14
D16.FRAME COLUMN TO WALL GIRT
* BOLTING CLIP · XBC-38 Clip used for 8" EW girts. · XBC-39 Clip used for 10" EW girts. (Refer to the Wall Elevation drawings)
SIDEWALL GIRT
1 1 2 "
FRAME COLUMN
(2) 1/2" X 1 1/4" BOLTS
ENDWALL GIRT
(2) #12-14 X 1" PANCAKE HEAD (EACH GIRT) CORNER ANGLE (A-20)
1 1 2 "
1
4 "
SW BL
XBC-38/XBC-39
EW BL
(4) 1/2" X 1 1/4" BOLTS
FRAME COLUMN TO WALL GIRT
D16
D17.CORNER COLUMN TO WALL GIRT
(2) #12-14 X 1" PANCAKE HEAD CORNER ANGLE (A-20) (2) 1/2" X 1 1/4" BOLTS GIRT
CORNER COLUMN XBC-3 GIRT
1 1
2 "
(2)
1 1 2 "
2 5 8 " (1)
1
4 "
SW BL
EW BL
(4) 1/2" X 1 1/4" BOLTS
GIRT ANGLE (XGA) #12-14 X 1 1/4" (EACH END)
DRAFTING NOTES: (1) Verify frame dimensions. (2) Verify girt dimensions can use 1 1/2".
CORNER COLUMN TO WALL GIRT
D17
D18.CORNER COLUMN TO WALL GIRT
* BOLTING CLIP · XBC-38 Clip used for 8" EW girts. · XBC-39 Clip used for 10" EW girts. (Refer to the Wall Elevation drawings)
SIDEWALL GIRT
1 1 2 "
CORNER COLUMN
(2) 1/2" X 1 1/4" BOLTS
ENDWALL GIRT
(2) #12-14 X 1" PANCAKE HEAD (EACH GIRT) CORNER ANGLE (A-20)
1 1 2 "
1
4 "
BL SW BL
XBC-38/XBC-39
EW BL
(4) 1/2" X 1 1/4" BOLTS
CORNER COLUMN TO WALL GIRT
D18
D26.CORNER COLUMN TO WALL GIRT
* BOLTING CLIP · XBC-74 Clip used for 6"-8" column flange width. · XBC-75 Clip used for 10"-12" column flange width. (Refer to the Wall Elevation drawings)
Drafting to verify section
* BOLTING CLIP #12-14 X 1 1/4" (4) 1/2" X 1 1/4" BOLTS GIRT
1 1 2 "
CORNER COLUMN (5) 1/2" X 1 1/4" BOLTS XBC-3 GIRT
GIRT ANGLE (XGA)
#12-14 X 1" PANCAKE HEAD CORNER ANGLE (A-20)
(1)
2 5 8 "
(2)
1 1 2 "
(2) #12-14 X 1 1/4"
SW BL
EW BL
GIRT ANGLE (XGA) #12-14 X 1" PANCAKE HEAD
DRAFTING NOTES: (1) Verify frame dimensions. (2) Verify girt dimensions can use 1 1/2".
CORNER COLUMN TO WALL GIRT
D26
D27.FRAME COLUMN TO ENDWALL GIRT
FRAME COLUMN
CORNER ANGLE (A-20)
(2) #12-14 X 1" PANCAKE HEAD (EACH GIRT)
1 1 2 "
1 4 "
XBC-x GIRT (4) 1/2" X 1 1/4" BOLTS
EW BL
SW BL
FRAME COLUMN TO ENDWALL GIRT
D27
D57.CORNER COLUMN TO WALL GIRT
1 1 2 "
GIRT
CORNER COLUMN * BOLTING CLIP (6) 1/2" X 1 1/4" BOLTS
#12-14 X 1 1/4"
GIRT ANGLE (XGA)
GIRT
CORNER ANGLE (A-20) #12-14 X 1" PANCAKE HEAD
1 1 2 "
BL 1 4 " SW BL
XBC-x (2) #12-14 X 1" PANCAKE HEAD (EACH GIRT)
EW BL
* BOLTING CLIP · XBC-74 Clip used for 6"-8" column flange width. · XBC-75 Clip used for 10"-12" column flange width. (Refer to the Wall Elevation drawings)
CORNER COLUMN TO WALL GIRT
D57
Jamb Connections
Jamb Connections
K6P.INSET GIRT TO BACK-TO-BACK COLUMN-JAMB 1ft
(6) 1/2" X 1 1/4" BOLTS (1) XBC-84
ENDWALL POST
DOOR JAMB
1 1 2 "
BL
1'-0"
GIRT #12-14 X 1 1/4" (EACH GIRT) (1) XBC-84 GIRT ANGLE (XGA)
(1) #12-14 X 1" PANCAKE HEAD
INSET GIRT TO BACK-TO-BACK COLUMN-JAMB 1'-0"
K6P
K11P.INSET GIRT TO CEE COLUMN-JAMB 1ft
(6) 1/2" X 1 1/4" BOLTS (1) XBC-84
ENDWALL POST
DOOR JAMB
1 1 2 "
BL
1'-0"
GIRT #12-14 X 1 1/4" (EACH GIRT) (1) XBC-84 GIRT ANGLE (XGA)
(1) #12-14 X 1" PANCAKE HEAD
INSET GIRT TO CEE COLUMN-JAMB 1'-0"
K11P
M12P.INSET HEADER TO WIDE FLANGE COLUMN-JAMB 1ft
NOTE: REFER TO ERECTION DRAWING FOR FLANGE BRACE LOCATIONS (IF REQUIRED).
* BOLTING CLIP (2) 1/2" X 1 1/4" BOLTS
ENDWALL COLUMN
1 1 2 "
(4) 1/2" X 1 1/4" BOLTS
DOOR JAMB GIRT BL
1'-0"
* BOLTING CLIP
XBC-74 CLIP USED FOR 6"-8" COLUMN FLANGE WIDTH XBC-75 CLIP USED FOR 10"-12" COLUMN FLANGE WIDTH (REFER TO THE WALL ELEVATION DRAWINGS)
INSET HEADER TO WIDE FLANGE COLUMN-JAMB 1'-0'
M12P
K3.WALL GIRT TO DOOR JAMB
DOOR JAMB
1 1 2 "
BL
GIRT (2) 1/2" X 1 1/4" BOLTS
WALL GIRT TO DOOR JAMB
K3
L8.JAMB TO WALL GIRT OR HEADER
BL
BL
EXTENDED JAMB (OPTIONAL)
EXTENDED JAMB (OPTIONAL)
(2) 1/2" X 1 1/4" BOLTS
1 1 2 "
WALL GIRT
WALL GIRT OR HEADER
1 1 2 "
(2) 1/2" X 1 1/4" BOLTS
JAMB
JAMB
JAMB TO WALL GIRT OR HEADER
L8
M3.DOOR HEADER TO DOOR JAMB
1 1 2 "
(2) 1/2" X 1 1/4" BOLTS
BL
DOOR JAMB
DOOR HEADER
SECTION A-A
DOOR JAMB
DOOR HEADER
A-A
(2) 1/2" X 1 1/4" BOLTS
DOOR HEADER TO DOOR JAMB (Window Sill Typical)
M3
Jamb and Girt to Endwall Rafter
Jamb and Girt to Endwall Rafter
Left Jamb to Uphill Endwall Rafter-Left
RAFTER BEAM SPECIAL CLIP (PL- ) (4) 1/2" X 1 1/4" BOLTS JAMB
Left Jamb to Uphill Endwall Rafter-Left-XBC88
RAFTER BEAM BOLTING CLIP (XBC-88) (4) 1/2" X 1 1/4" BOLTS JAMB
Left Jamb to Uphill Endwall Rafter-Right
RAFTER BEAM SPECIAL CLIP (PL- ) (4) 1/2" X 1 1/4" BOLTS JAMB
Left Jamb to Uphill Endwall Rafter-Right-XBC88
RAFTER BEAM BOLTING CLIP (XBC-88) (4) 1/2" X 1 1/4" BOLTS JAMB
W3.ENDWALL GIRT TO RAFTER
DETAILING NOTE: Holes in rafter and clip must be corrected.
FIELD CUT GIRT FLANGE AS NEEDED
RAFTER BEAM
GIRT
1"
1 1
2 "
SPECIAL CLIP (PL-__) (4) 1/2" X 1 1/4" BOLTS
ENDWALL GIRT TO RAFTER
W3
W7.ENDWALL GIRT TO RAFTER
RAFTER BEAM
BOLTING CLIP
GIRT
(4) 1/2" X 1 1/4" BOLTS
ENDWALL GIRT TO RAFTER
W7
Flange Braces
Flange Braces
1-1.Flange Brace
NOTE: · Field bend flange brace into place to align with holes in purlins/girts, as required. · Fill all holes in the flange brace with bolts. · If flange brace connection occurs within the purlin lap, install flange brace before tightening purlin bolts. · Flange brace may be one side only. For location and number of sides refer to Cross Sections, Endwall and Sidewall drawings.
BRACE DISTANCE
PURLIN/GIRT RAFTER/COLUMN
1/2" X 1 1/4" BOLTS
FLANGE BRACE (FB-x)
1/2" X 1 1/4" BOLTS (1/2" x 1 3/4" BOLTS AT 5/8" THICK FLANGE)
FLANGE BRACE "1-1 CONNECTION"
1-4.Flange Brace XSST-1 Tabs
NOTE: · Field bend flange brace into place to align with holes in purlins/girts, as required. · Fill all holes in the flange brace with bolts. · If flange brace connection occurs within the purlin lap, install flange brace before tightening purlin bolts. · Flange brace may be one side only. For location and number of sides refer to Cross Sections, Endwall and Sidewall drawings.
BRACE DISTANCE
(3) 1/2" X 1 1/4" BOLTS RAFTER/COLUMN PURLIN/GIRT
FLANGE BRACE TAB (XSST-1)
FLANGE BRACE (FB-x)
1/2" X 1 1/4" BOLTS (1/2" x 1 3/4" BOLTS AT 5/8" THICK FLANGE)
FLANGE BRACE "1-4 CONNECTION"
1-10.Flange Brace XFBP-10 & XFBP-12 Double Angle Clips
NOTE: · Field bend flange brace into place to align with holes in purlins/girts, as required. · Fill all holes in the flange brace with bolts. · If flange brace connection occurs within the purlin lap, install flange brace before tightening purlin bolts. · Flange brace may be one side only. For location and number of sides refer to Cross Sections, Endwall and Sidewall drawings.
(7) 1/2" X 1 1/4" BOLTS (TYP) RAFTER/COLUMN PURLIN/GIRT DOUBLE ANGLE FLANGE BRACE CLIP (XFBP-12)
BRACE DISTANCE
DOUBLE ANGLE FLANGE BRACE CLIP (XFBP-10)
FLANGE BRACE (FB-x)
1/2" X 1 1/4" BOLTS (1/2" x 1 3/4" BOLTS AT 5/8" THICK FLANGE)
FLANGE BRACE "1-10 CONNECTION"
4-1.Flange Brace XFBT-1 Tabs
NOTE: · Fill all holes in the flange brace with bolts. · If flange brace connection occurs within the purlin lap, install flange brace before tightening purlin bolts. · Flange brace may be one side only. For location and number of sides refer to Cross Sections, Endwall and Sidewall drawings.
BRACE DISTANCE
RAFTER/COLUMN PURLIN/GIRT
FLANGE BRACE (FB-x)
1/2" X 1 1/4" BOLTS EACH END (TYPICAL)
FLANGE BRACE "4-1 CONNECTION"
4-4.Flange Brace XFBT-1 and XSST-1 Tabs
NOTE: · Fill all holes in the flange brace with bolts. · If flange brace connection occurs within the purlin lap, install flange brace before tightening purlin bolts. · Flange brace may be one side only. For location and number of sides refer to Cross Sections, Endwall and Sidewall drawings.
BRACE DISTANCE
(3) 1/2" X 1 1/4" BOLTS RAFTER/COLUMN PURLIN/GIRT
FLANGE BRACE TAB (XSST-1)
FLANGE BRACE (FB-x)
1/2" X 1 1/4" BOLTS
FLANGE BRACE "4-4 CONNECTION"
4-10.Flange Brace XFBT-1 and XFBP-10 & XFBP-12 Double Angle Clips
NOTE: · Fill all holes in the flange brace with bolts. · If flange brace connection occurs within the purlin lap, install flange brace before tightening purlin bolts. · Flange brace may be one side only. For location and number of sides refer to Cross Sections, Endwall and Sidewall drawings.
(7) 1/2" X 1 1/4" BOLTS (TYP) RAFTER/COLUMN PURLIN/GIRT DOUBLE ANGLE FLANGE BRACE CLIP (XFBP-12)
BRACE DISTANCE
DOUBLE ANGLE FLANGE BRACE CLIP (XFBP-10)
FLANGE BRACE (FB-x)
1/2" X 1 1/4" BOLT (TYP)
FLANGE BRACE "4-10 CONNECTION"
5-7.Flange Brace XFBT-2 and XFBP-7
NOTE: · Fill all holes in the flange brace with bolts. · If flange brace connection occurs within the purlin lap, install flange brace before tightening purlin bolts. · Flange brace may be one side only. For location and number of sides refer to Cross Sections, Endwall and Sidewall drawings. · Flange brace is shop assembled with 3/4" x 2" A325T bolt. Snug tighten all bolts at time of installation.
BRACE DISTANCE
RAFTER/COLUMN PURLIN/GIRT
8 1/8"
(2) 1/2" X 1 1/4" BOLTS
FLANGE BRACE ASSY. (FB-x)
(1) 3/4" X 2" BOLT
FLANGE BRACE "5-7 CONNECTION"
5-8.Flange Brace XFBT-2 and XFBP-8
NOTE: · Fill all holes in the flange brace with bolts. · If flange brace connection occurs within the purlin lap, install flange brace before tightening purlin bolts. · Flange brace may be one side only. For location and number of sides refer to Cross Sections, Endwall and Sidewall drawings. · Flange brace is shop assembled with 3/4" x 2" A325T bolt. Snug tighten all bolts at time of installation.
BRACE DISTANCE
RAFTER/COLUMN PURLIN/GIRT
5 3 4 "
(2) 1/2" X 1 1/4" BOLTS
FLANGE BRACE ASSY. (FB-x)
(1) 3/4" X 2" BOLT
FLANGE BRACE "5-8 CONNECTION"
5-9.Flange Brace XFBT-2 and XFBP-9
NOTE: · Fill all holes in the flange brace with bolts. · If flange brace connection occurs within the purlin lap, install flange brace before tightening purlin bolts. · Flange brace may be one side only. For location and number of sides refer to Cross Sections, Endwall and Sidewall drawings. · Flange brace is shop assembled with 3/4" x 2" A325T bolt. Snug tighten all bolts at time of installation.
BRACE DISTANCE
RAFTER/COLUMN PURLIN/GIRT
4"
(2) 1/2" X 1 1/4" BOLTS
FLANGE BRACE ASSY. (FB-x)
(1) 3/4" X 2" BOLT
FLANGE BRACE "5-9 CONNECTION"
5-13.Flange Brace XFBT-2 and XFBP-13 & XFBP-14 Double Angle Clips
NOTE: · Fill all holes in the flange brace with bolts. · If flange brace connection occurs within the purlin lap, install flange brace before tightening purlin bolts. · Flange brace may be one side only. For location and number of sides refer to Cross Sections, Endwall and Sidewall drawings.
RAFTER/COLUMN PURLIN/GIRT
BRACE DISTANCE
(4) 1/2" X 1 1/4" BOLTS (TYP) DOUBLE ANGLE FLANGE BRACE CLIP (XFBP-14)
DOUBLE ANGLE FLANGE BRACE CLIP (XFBP-13)
(3) 3/4" X 2" BOLT
FLANGE BRACE (FB-x)
3/4" X 2" BOLT
FLANGE BRACE "5-13 CONNECTION"
SagAngles
SagAngles
ANGLE_201.Sag Angle Roof-SS-Eave (Low)
T = Top Row Sag Angle B = Bottom Row Sag Angle See Roof Framing Plans for Locations
EAVE STRUT 5/16" X 3/4" BOLT (TYP.) XBC-1 SAG ANGLE
BL
2" 3"
T B
LOW SIDE EAVE STRUT SAG ANGLE STANDING SEAM ROOF
ANGLE_201
ANGLE_202.Sag Angle Roof-SS-Eave (Low)4-12
T = Top Row Sag Angle B = Bottom Row Sag Angle See Roof Framing Plans for Locations
EAVE STRUT 5/16" X 3/4" BOLT (TYP.) XBC-1 SAG ANGLE
BL
2" 3"
T B
LOW SIDE EAVE STRUT SAG ANGLE STANDING SEAM ROOF >4:12
ANGLE_202
ANGLE_203.Sag Angle Roof-SS-Intermediate (Roof Beam)
T = Top Row Sag Angle B = Bottom Row Sag Angle See Roof Framing Plans for Locations
PURLIN 5/16" X 3/4" BOLT (TYP.) SAG ANGLE
2" 3"
T B
SAG ANGLE THROUGH ROOF BEAM
PURLIN 5/16" X 3/4" BOLT (TYP.) SAG ANGLE
2" 3"
T B
MID ROOF
INTERMEDIATE SAG ANGLE STANDING SEAM ROOF
ANGLE_203
ANGLE_204.Sag Angle Roof-SS-Ridge
T = Top Row Sag Angle B = Bottom Row Sag Angle See Roof Framing Plans for Locations
PURLIN 5/16" X 3/4" BOLT (TYP.) SAG ANGLE
2" 3"
T B
RIDGE SAG ANGLE STANDING SEAM ROOF
ANGLE_204
ANGLE_205.Sag Angle Roof-SS-Eave (High)
T = Top Row Sag Angle B = Bottom Row Sag Angle See Roof Framing Plans for Locations
PURLIN 5/16" X 3/4" BOLT (TYP.) SAG ANGLE
BL
2" 3"
PURLIN 5/16" X 3/4" BOLT (TYP.)
T B
HIGHSIDE
EAVE STRUT XBC-1 (TYP.)
XBC-1 (TYP.)
HIGH SIDE PURLIN
2" 3"
T B
SAG ANGLE
HIGH SIDE EAVE STRUT
HIGHSIDE SAG ANGLE STANDING SEAM ROOF
ANGLE_205
ANGLE_206.Sag Angle Roof-SS-Eave (High)4-12
T = Top Row Sag Angle B = Bottom Row Sag Angle See Roof Framing Plans for Locations
PURLIN 5/16" X 3/4" BOLT (TYP.) SAG ANGLE
BL
2" 3"
PURLIN 5/16" X 3/4" BOLT (TYP.)
T B
HIGHSIDE
EAVE STRUT XBC-1 (TYP.)
XBC-1 (TYP.)
HIGH SIDE PURLIN
2" 3"
T B
SAG ANGLE
HIGH SIDE EAVE STRUT
HIGHSIDE SAG ANGLE STANDING SEAM ROOF >4:12
ANGLE_206
ANGLE_301.Sag Angle Walls-Eave Strut (Low-High)
NOTE : Girt sag angles are to be located toward "INSIDE" of building.
BL
EAVE STRUT
5/8" X 1 1/2" BOLT
5/16" X 3/4" BOLT XBC-65
SAG ANGLE
SIDEWALL SAG ANGLE AT LOW SIDE (High Side Sag Angle Connections typical)
ANGLE_301
ANGLE_302.Sag Angle Walls-Eave Strut (Low-High)4-12
NOTE : Girt sag angles are to be located toward "INSIDE" of building.
BL
EAVE STRUT
5/8" X 1 1/2" BOLT
XBC-65
5/16" X 3/4" BOLT
SAG ANGLE
SIDEWALL SAG ANGLE AT LOW SIDE >4:12 (Highside Sag Angle Connections typical)
ANGLE_303.Sag Angle Walls-Intermediate
NOTE : Girt sag angles are to be located toward "INSIDE" of building.
BL
GIRT (TYP.)
SAG ANGLE (TYP.)
5/16" X 3/4" BOLT (TYP.)
2"
XBC-1 (INSTALL ON SIDE)
INTERMEDIATE SAG ANGLE
ANGLE_303_1.Sag Angle Walls-Headers
NOTE : Girt sag angles are to be located toward "INSIDE" of building.
BL
HEADER 5/16" X 3/4" BOLT
2"
XBC-1
SAG ANGLE TERMINATION TO COLD FORMED HEADER
BL
5/16" X 3/4" BOLT SAG ANGLE
HOT ROLLED CHANNEL HEADER
2"
XBC-101
SAG ANGLE TERMINATION TO HOT ROLLED HEADER
SAG ANGLE AT HEADER
ANGLE_303_2.Sag Angle Walls-Special Termination
NOTE : Girt sag angles are to be located toward "INSIDE" of building.
BL
5/16" X 3/4" BOLT SAG ANGLE XBC-1
WIDE FLANGE BEAM
BL
2"
BOTTOM HOT ROLLED CHANNEL 5/16" X 3/4" BOLT SAG ANGLE XBC-1
SAG ANGLE TERMINATION TO WIDE FLANGE GIRT
2"
SAG ANGLE TERMINATION TO HOT ROLLED GIRT
SAG ANGLE TERMINATION
ANGLE_303_2
ANGLE_303_3.Sag Angle Walls-Special
NOTE : Girt sag angles are to be located toward "INSIDE" of building.
BL
HOT ROLLED CHANNEL 5/16" X 3/4" BOLT SAG ANGLE (TYP.)
2"
BL
SAG ANGLE (TYP.) XBC-1 (TYP.)
2"
LIP TO LIP HEADER OR GIRT 5/16" X 3/4" BOLT (TYP.)
INTERMEDIATE SAG ANGLE TO HOT ROLLED CHANNEL
2"
INTERMEDIATE SAG ANGLE TO BOXED GIRT
SPECIAL CONDITION SAG ANGLE AT INTERMEDIATE GIRT
ANGLE_304_1.Sag Angle Walls-Endwall Rafter Beam in Girt Line
ENDWALL RAFTER BEAM 1/2" X 1 1/4" BOLT
ENDWALL RAFTER BEAM
XBC-1 SAG ANGLE
5/16" X 3/4" BOLT
SAG ANGLE AT ENDWALL
RIDGE CONNECTION
* XBC
5/16" X 3/4" BOLT
SAG ANGLE
*XBC-57 - Ø3/4" RAFTER SPLICE BOLTS XBC-91 - Ø5/8" RAFTER SPLICE BOLTS
SAG ANGLE AT RIDGE
ENDWALL SAG ANGLE INSET / FLUSH ENDWALL
ANGLE_304_2.Sag Angle Walls-Endwall Rafter Beam Behind Girt Line
PURLIN
SAG ANGLE XBC-3 (TYP.) (3) 1/2" X 1 1/4" BOLTS (TYP.)
3 7/8"
SAG ANGLE XBC-3 (TYP.) (3) 1/2" X 1 1/4" BOLTS (TYP.) PURLIN
5/16" X 3/4" BOLT
SAG ANGLE
SAG ANGLE AT MID-SPAN OF ENDWALL
3 7/8"
SAG ANGLE
5/16" X 3/4" BOLT
SAG ANGLE AT RIDGE
ENDWALL SAG ANGLE BYPASS / OUTSET ENDWALL
ANGLE_304_2
Sag Angle at Wide Flange Wall Beam
1
REAR SAG ANGLE (TYP.)
BL
WIDE FLANGE WALL BEAM 5/16" X 3/4" BOLT
XXX' - X"
2"
FRONT SAG ANGLE (TYP.)
SAG ANGLE AT WIDE FLANGE WALL BEAM
Sag Angle from Eave Strut to Spandrel at High Side
1
BL
5/16" X 3/4" BOLT (TYP.) EAVE ANGLE EAVE STRUT
5/8" X 1 1/2" BOLT XBC-1
XBC-65
5/16" X 3/4" BOLT FRONT SAG ANGLE REAR SAG ANGLE
XBC-1
SPANDREL
XXX' - X"
2"
SAG ANGLE FROM EAVE STRUT TO SPANDREL AT HIGH SIDE
Sag Angle from Eave Strut to Spandrel at Low Side
1
BL
5/16" X 3/4" BOLT ( TYP.) EAVE ANGLE EAVE STRUT
5/16" X 3/4" BOLT REAR SAG ANGLE XBC-1 5/8" X 1 1/2" BOLT XBC-1 XBC-65 FRONT SAG ANGLE
SPANDREL
XXX' - X"
2"
SAG ANGLE FROM EAVE STRUT TO SPANDREL AT LOW SIDE
Sag Angle from Portal Rafter
PORTAL FRAME RAFTER
5/16" X 3/4" BOLT 1/2" X 1 1/4" BOLT XBC-1
SAG ANGLE
SAG ANGLE FROM PORTAL RAFTER
Strut Stabilizers
Strut Stabilizers
ANGLE_251.Strut Stabilizer XPB3-Zee Purlin-Girt
8"
(6) #12-14 X 1 1/4" (TYP. AT EACH XPB-3) PURLIN/GIRT STABILIZER (XPB-3)
CONTINUOUS PURLIN/GIRT
PURLIN/GIRT STRUT
FIELD LOCATE, EQUALLY PLACED BETWEEN SUPPORT MEMBERS
SIDE VIEW
(3) #12-14 X 1 1/4" (TYP. BOTH SIDES)
8"
PURLIN/GIRT STRUT (2) 1/2" X 1 1/4" BOLTS SUPPORT MEMBER CONTINUOUS PURLIN/GIRT
PURLIN/GIRT STABILIZER (XPB-3)
· Refer to additional details for continuous purlin row connections to frame rafter. · Purlin/Girt strut may be located opposite side of continuous purlin/girt row shown in detail above. · Refer to Roof Framing and/or Wall elevation drawings for locations and quantity of XPB-3s.
PURLIN/GIRT STABILIZER (XPB-3) TO CONTINUOUS GIRT OR PURLIN
ANGLE_251
ANGLE_250.Strut Stabilizer XPB4-Eave Strut
EAVE STRUT * (2) PURLIN STABILIZER CLIPS (XPB-4)
10"
B
L
(9) #12-14 X 1 1/4" PURLIN STRUT
B
L
EAVE STRUT * (2) PURLIN STABILIZER CLIPS (XPB-4) (9) #12-14 X 1 1/4"
10"
B
EAVE STRUT (2) PURLIN STABILIZER CLIPS (XPB-4)
10"
L
(9) #12-14 X 1 1/4"
PURLIN STRUT
PURLIN STRUT
LOWSIDE
HIGHSIDE
· Refer to Roof Framing elevation drawings for locations and quantity of XPB-4s.
EAVE STRUT STABILIZER (XPB-4) TO EAVE STRUT
ANGLE_250
ANGLE_252.Strut Stabilizer XPB4-Eave Strut Greater Than 4-12
10"
EAVE STRUT * (2) PURLIN STABILIZER CLIPS (XPB-4) (9) #12-14 X 1 1/4" PURLIN STRUT
BL
BL
EAVE STRUT * (2) PURLIN STABILIZER CLIPS (XPB-4) (9) #12-14 X 1 1/4" PURLIN STRUT
10"
BL
EAVE STRUT (2) PURLIN STABILIZER CLIPS (XPB-4) (9) #12-14 X 1 1/4"
10"
PURLIN STRUT
LOWSIDE
HIGHSIDE
· Refer to Roof Framing elevation drawings for locations and quantity of XPB-4s. EAVE STRUT STABILIZER (XPB-4) TO EAVE STRUT >4:12
ANGLE_252
Roof Edge Corner Zone Struts
Roof Edge Corner Zone Struts
Edge-Corner Zone Strut from Low Side Eave Strut to Zee Purlin
(4) 1/2" X 1 1/4" BOLTS XBC-84 STRUT SUPPORT
1
BL
(4) 1/2" X 1 1/4" BOLTS PURLIN
XBC-3
EAVE STRUT SPECIAL CLIP (PL- ) (4) 1/2" X 1 1/4" BOLTS STRUT SUPPORT PURLIN STRUT
Edge-Corner Zone Strut from Zee Purlin to High Side Eave Strut
1
STRUT SUPPORT XBC-84 1/2" X 1 1/4" BOLTS
BL
PURLIN
EAVE STRUT SPECIAL CLIP (PL- ) (4) 1/2" X 1 1/4" BOLTS STRUT SUPPORT PURLIN STRUT (4) 1/2" X 1 1/4" BOLTS XBC-3
Edge-Corner Zone Strut to Up Facing Cee Purlin at Mid-Roof
XBC-3 (4) 1/2" X 1 1/4" BOLTS STRUT SUPPORT
XBC-3 (4) 1/2" X 1 1/4" BOLTS PURLIN STRUT SUPPORT PURLIN STRUT (4) 1/2" X 1 1/4" BOLTS PURLIN XBC-3
STRUT SUPPORT
Edge-Corner Zone Strut to Zee Purlin at Mid-Roof
XBC-84 (4) 1/2" X 1 1/4" BOLTS STRUT SUPPORT
(4) 1/2" X 1 1/4" BOLTS PURLIN
XBC-3
XBC-84 (4) 1/2" X 1 1/4" BOLTS STRUT SUPPORT PURLIN STRUT
PURLIN
STRUT SUPPORT
Column to Rafter
Column to Rafter
B3.RAFTER BEAM TO COLUMN
RAFTER BEAM
* ENDWALL COLUMN
* Refer to Bolt Table on Endwall drawing for bolting information.
RAFTER BEAM TO COLUMN
B3
B5.RAFTER BEAM TO COLUMN
RAFTER BEAM * ENDWALL COLUMN
RAFTER BEAM * ENDWALL COLUMN
* Refer to Bolt Table on Endwall Drawing for bolt information
RAFTER BEAM TO COLUMN
B5
B16.ROTATED CORNER COLUMN TO RAFTER BEAM
BL
RAFTER BEAM
*
ENDWALL COLUMN
* Refer to Bolt Table on Endwall Drawing for bolt information.
ROTATED CORNER COLUMN TO RAFTER BEAM
B16
B20.COLUMN TO RAFTER BEAM
BL
SEE ROOF PLAN
RAFTER BEAM
RAFTER BEAM
*
ENDWALL COLUMN
ENDWALL COLUMN
* Refer to Bolt Table on Cross Section and Endwall drawing for bolt information.
COLUMN TO RAFTER BEAM
B20
B22.ROTATED CORNER COLUMN TO RAFTER BEAM
BL
RAFTER BEAM
*
ENDWALL COLUMN
* Refer to Bolt Table ON Endwall drawing for bolt information.
ROTATED CORNER COLUMN TO RAFTER BEAM
B22
Endwall Post to Rafter Slip
Endwall Post to Rafter Slip
B18-1.W COLUMN TO RIGID FRAME RAFTER WEB-COLUMN OUTSIDE
RAFTER
(4) 1/2" X 1 1/4" BOLTS SPECIAL CLIP (xx)
(2) 1/2" X 1 1/4" BOLTS WITH WASHERS OVER SLOTS *Snug tighten and spike or mar threads behind nut.
*
EXTENSION COLUMN
CL
FASTENERS
RAFTER
BOLTING CLIP
(4) 3/4" X 2" BOLTS
EXTENSION COLUMN
COLUMN
FRONT VIEW
WIDE FLANGE COLUMN TO RIGID FRAME RAFTER
B18
B18-2.W COLUMN TO RIGID FRAME RAFTER FLANGE-COLUMN INSIDE
RAFTER
(4) 1/2" X 1 1/4" BOLTS SPECIAL CLIP (xx)
(2) 1/2" X 1 1/4" BOLTS WITH WASHERS OVER SLOTS *Snug tighten and spike or mar threads behind nut.
*
EXTENSION COLUMN
CL
FASTENERS
RAFTER
BOLTING CLIP
(4) 3/4" X 2" BOLTS
EXTENSION COLUMN
COLUMN
FRONT VIEW
WIDE FLANGE COLUMN TO RIGID FRAME RAFTER
B18
B18-3.W COLUMN TO RIGID FRAME RAFTER FLANGE-COLUMN INSIDE-SPACER
(4) 1/2" X 1 1/4" BOLTS SPECIAL CLIP (xx)
RAFTER
(2) 1/2" X 1 1/4" BOLTS WITH WASHERS OVER SLOTS *Snug tighten and spike or mar threads behind nut.
*
CL
COLUMN EXTENSION
FASTENERS
RAFTER
(4) 3/4" X 2" BOLTS
BOLTING CLIP
SPACER BEAM (WFSB-)
EXTENSION COLUMN
COLUMN
FRONT VIEW
WIDE FLANGE COLUMN TO RIGID FRAME RAFTER
B18
B37-1.C COLUMN TO RIGID FRAME RAFTER-Low Pitch
SPECIAL CLIP (xx)
RAFTER
(2) 1/2" X 1 1/4" BOLTS
(2) 1/2" X 1 1/4" BOLTS WITH WASHERS OVER SLOTS *Snug tighten and spike or mar threads behind nut.
*
COLUMN
FASTENERS
RAFTER
BOLTING CLIP
COLUMN
FRONT VIEW
SINGLE CEE COLUMN TO RIGID FRAME RAFTER
B37
B37-2.C COLUMN TO RIGID FRAME RAFTER-High Pitch
Connection for > 2:12. See Procedure Manual.
SPECIAL CLIP (PL-x)
RAFTER
(2) 1/2" X 1 1/4" BOLTS
(2) 1/2" X 1 1/4" BOLTS WITH WASHERS OVER SLOTS *Snug tighten and spike or mar threads behind nut.
*
COLUMN
FASTENERS
RAFTER
BOLTING CLIP
COLUMN
FRONT VIEW
SINGLE CEE COLUMN TO RIGID FRAME RAFTER
B37
B38-1.D COLUMN TO RIGID FRAME RAFTER-Low Pitch
SPECIAL CLIP (xx)
RAFTER
(4) 1/2" X 1 1/4" BOLTS
(2) 1/2" X 1 1/4" BOLTS WITH WASHERS OVER SLOTS *Snug tighten and spike or mar threads behind nut.
*
COLUMN
FASTENERS
RAFTER
BOLTING CLIP
COLUMN
FRONT VIEW
BACK-TO-BACK COLUMN TO RIGID FRAME RAFTER
B38
B38-2.D COLUMN TO RIGID FRAME RAFTER-High Pitch
SPECIAL CLIP (PL-x)
RAFTER
(4) 1/2" X 1 1/4" BOLTS
(2) 1/2" X 1 1/4" BOLTS WITH WASHERS OVER SLOTS *Snug tighten and spike or mar threads behind nut.
*
COLUMN
FASTENERS
RAFTER
BOLTING CLIP
COLUMN
FRONT VIEW
BACK-TO-BACK COLUMN TO RIGID FRAME RAFTER
B38
B39-1.W COLUMN TO RIGID FRAME RAFTER-Low Pitch
SPECIAL CLIP (xx)
RAFTER
(4) 1/2" X 1 1/4" BOLTS
(2) 1/2" X 1 1/4" BOLTS WITH WASHERS OVER SLOTS *Snug tighten and spike or mar threads behind nut.
*
COLUMN
FASTENERS
RAFTER
BOLTING CLIP
COLUMN
FRONT VIEW
WIDE FLANGE COLUMN TO RIGID FRAME RAFTER
B39
B39-2.W COLUMN TO RIGID FRAME RAFTER-High Pitch
SPECIAL CLIP (xx)
RAFTER
(4) 1/2" X 1 1/4" BOLTS
(2) 1/2" X 1 1/4" BOLTS WITH WASHERS OVER SLOTS *Snug tighten and spike or mar threads behind nut.
*
COLUMN
FASTENERS
RAFTER
BOLTING CLIP
COLUMN
FRONT VIEW
WIDE FLANGE COLUMN TO RIGID FRAME RAFTER
B39
B44.W COLUMN TO RIGID FRAME RAFTER RIDGE
(2) SPECIAL ZEE CLIPS (xx)
(2) 1/2" X 1 1/4" BOLTS WITH WASHERS OVER SLOTS *Snug tighten and spike or mar threads behind nut.
RAFTER
(4) 1/2" X 1 1/4" BOLTS
*
COLUMN
FASTENERS
BOLTING CLIPS
COLUMN
RAFTER
TOP VIEW
WIDE FLANGE COLUMN TO RIGID FRAME RAFTER
B44
Partition Post to Rafter Slip
Partition Post to Rafter Slip
Back-to-Back Column Rotated to Cee Purlin Rafter w Zee Purlins and Slip Connection Left
PURLIN RAFTER (PR)
PURLIN
XBC-3 (TYP.)
* *
CEILING LINER
(4) 1/2" X 1 1/4" BOLTS (TYP.)
* *
SPECIAL CLIP (PL- NEAR SIDE) (PL- FAR SIDE) COLUMN
(4) 1/2" X 1 1/4" BOLTS
(4) 1/2" X 1 3/4" BOLTS WITH WASHERS OVER SLOTS *Snug tighten and spike or mar threads behind nut.
Back-to-Back Column Rotated to Rafter Beam and Slip Connection at Ridge
(2) 1/2" X 1 1/4" BOLTS (TYP.) RAFTER BEAM
RAFTER BEAM
*
*
SPECIAL CLIP (PL- (2) 1/2" X 1 1/4" BOLTS
)
*
*
SPECIAL CLIP (PL-
)
(4) 1/2" X 1 1/4" BOLTS WITH WASHERS OVER SLOTS *Snug tighten and spike or mar threads behind nut.
COLUMN
Back-to-Back Column Rotated to Rafter Beam and Slip Connection Left
RAFTER BEAM
* *
(4) 1/2" X 1 1/4" BOLTS
SPECIAL CLIP (PL-
NEAR SIDE) FAR SIDE)
* *
(4) 1/2" X 1 3/4" BOLTS WITH WASHERS OVER SLOTS *Snug tighten and spike or mar threads behind nut.
(PL-
COLUMN
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