Steel Framing Sections

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.ZEE OR CEE GIRT AT B-B POST C12.ENDWALL COLUMN TO WALL GIRT 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.CORNER COLUMN TO WALL GIRT D16.CORNER COLUMN TO WALL GIRT D17.CORNER COLUMN TO WALL GIRT

Table of Contents

D18.CORNER COLUMN TO WALL GIRT D26.ENDWALL COLUMN TO WALL GIRT D27.CORNER 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.DOOR 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.ENDWALL RAFTER TO COLUMN B5.ENDWALL RAFTER TO COLUMN B16.ROTATED CORNER COLUMN TO ENDWALL RAFTER B20.COLUMN TO RIGID FRAME RAFTER B22.ROTATED CORNER COLUMN TO ENDWALL RAFTER 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-1 Purlin or Girt Support Clip Field Weld

Eave Steel

Eave Steel

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.ZEE OR CEE GIRT AT B-B POST

(2) #12-14 X 1 1/4" (EACH END)

ENDWALL POST

FLANGE BRACE (XFB-1)

GIRT

45° ± 15°

1 1 2 "

BL

(6) 1/2" X 1 1/4" BOLTS

NOTE: REFER TO ERECTION DRAWINGS FOR FLANGE BRACE LOCATIONS (IF REQUIRED).

FLANGE BRACE MAY BE FIELD CUT AND DRILLED WITH 1/4" HOLES, IF REQUIRED. DO NOT EXCEED 60° ANGLE.

TYPICAL FLANGE BRACE TO ZEE OR CEE GIRT AT B-B POST

C11

C12.ENDWALL COLUMN TO WALL GIRT

ENDWALL COLUMN

1 1 2 "

BL

(6) 1/2" X 1 1/4" BOLTS PER JOINT

ENDWALL GIRTS

NOTE: REFER TO ERECTION DRAWINGS FOR FLANGE BRACE LOCATIONS (IF REQUIRED).

ENDWALL COLUMN TO WALL GIRT

C12

C71.ZEE OR CEE GIRT AT B-B POST

C72.ENDWALL COLUMN TO WALL GIRT

H2.WALL GIRT TO FRAME COLUMN

FRAME COLUMN

(6) 1/2" X 1 1/4" BOLTS

GIRTS

NOTE: FLANGE BRACE NOT SHOWN, SEE RIGID FRAME DRAWING FOR REQUIREMENTS.

WALL GIRT TO FRAME COLUMN

H2

H4.WALL GIRT TO FRAME COLUMN

FRAME COLUMN

CEE GIRT

(4) 1/2" X 1 1/4" BOLTS

NOTE: FLANGE BRACE NOT SHOWN, SEE RIGID FRAME DRAWING FOR REQUIREMENTS.

WALL GIRT TO FRAME COLUMN

H4

C1P.INSET GIRT TO CEE COLUMN

1 1 2 "

BL

GIRT #12-14 X 1 1/4" ENDWALL POST

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 POST

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 "

BL

GIRT

BL

#12-14 X 1 1/4" (EACH END) GIRT ANGLE (XGA)

INSET CORNER COLUMN TO WALL GIRT

D3P

D12.CORNER COLUMN TO WALL GIRT

BL

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 "

BL

GIRT (2) #12-14 X 1" PANCAKE HEAD (EACH GIRT)

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)

BL

* 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 "

BL

(2) #12-14 X 1 1/4"

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.CORNER COLUMN TO WALL GIRT

BL

1 1 2 "

GIRT

CORNER POST * BOLTING CLIP (6) 1/2" X 1 1/4" BOLTS

GIRT ANGLE (XGA)

#12-14 X 1 1/4" (EACH END)

GIRT

CORNER ANGLE (A-20)

1 1 2 "

BL

XBC-x (2) #12-14 X 1" PANCAKE HEAD (EACH 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)

CORNER COLUMN TO WALL GIRT

D14

D16.CORNER COLUMN TO WALL GIRT

BL

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 "

BL

(4) 1/2" X 1 1/4" BOLTS

XBC-38/XBC-39

CORNER COLUMN TO WALL GIRT

D16

D17.CORNER COLUMN TO WALL GIRT

BL

(2) #12-14 X 1" PANCAKE HEAD CORNER ANGLE (A-20) (2) 1/2" X 1 1/4" BOLTS GIRT

CORNER POST XBC-3 GIRT

1 1

2 "

(2)

1 1 2 "

2 5 8 " (1)

1

4 "

BL

GIRT ANGLE (XGA) #12-14 X 1 1/4" (EACH END)

(4) 1/2" X 1 1/4" BOLTS

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

BL

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 "

BL

(4) 1/2" X 1 1/4" BOLTS

XBC-38/XBC-39

CORNER COLUMN TO WALL GIRT

D18

D26.ENDWALL 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)

BL

* BOLTING CLIP #12-14 X 1 1/4" (4) 1/2" X 1 1/4" BOLTS GIRT

1 1 2 "

ENDWALL 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 "

BL

(2) #12-14 X 1 1/4"

GIRT ANGLE (XGA) #12-14 X 1" PANCAKE HEAD

DRAFTING NOTES: (1) Verify frame dimensions. (2) Verify girt dimensions can use 1 1/2".

ENDWALL COLUMN TO WALL GIRT

D26

D27.CORNER COLUMN TO ENDWALL GIRT

CORNER COLUMN

CORNER ANGLE (A-20)

(2) #12-14 X 1" PANCAKE HEAD (EACH GIRT)

1 1 2 "

BL

1 4 "

XBC-x GIRT (4) 1/2" X 1 1/4" BOLTS

BL

CORNER COLUMN TO ENDWALL GIRT

D27

D57.CORNER COLUMN TO WALL GIRT

BL

1 1 2 "

GIRT

CORNER POST * BOLTING CLIP (6) 1/2" X 1 1/4" BOLTS

GIRT ANGLE (XGA)

#12-14 X 1 1/4" (EACH END)

GIRT

CORNER ANGLE (A-20)

1 1 2 "

BL

XBC-x (2) #12-14 X 1" PANCAKE HEAD (EACH 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)

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.DOOR JAMB TO WALL GIRT OR HEADER

BL

1 1 2 "

(2) 1/2" X 1 1/4" BOLTS

WALL GIRT

BL

1 1 2 "

JAMB

WALL GIRT OR HEADER

(2) 1/2" X 1 1/4" BOLTS

JAMB

DOOR JAMB TO WALL GIRT OR HEADER

L8

M3.DOOR HEADER TO DOOR JAMB

DOOR JAMB DOOR HEADER

(2) 1/2" X 1 1/4" BOLTS

ELEVATION

1 1 2 "

(2) 1/2" X 1 1/4" BOLTS

BL

DOOR JAMB

DOOR HEADER

SECTION

DOOR HEADER TO DOOR JAMB

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

RAFTER BEAM

GIRT

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

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

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

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 sent shop assembled; 3/4" diameter bolt will require additional tightening at time of installation. See Cross Section for proper tightening procedure.

BRACE DISTANCE

RAFTER/COLUMN PURLIN/GIRT

8 1/8"

(2) 1/2" X 1 1/4" BOLTS

(1) 3/4" X 2" BOLT

FLANGE BRACE (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 sent shop assembled; 3/4" diameter bolt will require additional tightening at time of installation. See Cross Section for proper tightening procedure.

BRACE DISTANCE

RAFTER/COLUMN PURLIN/GIRT

5 3 4 "

(2) 1/2" X 1 1/4" BOLTS

(1) 3/4" X 2" BOLT

FLANGE BRACE (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 sent shop assembled; 3/4" diameter bolt will require additional tightening at time of installation. See Cross Section for proper tightening procedure.

BRACE DISTANCE

RAFTER/COLUMN PURLIN/GIRT

4"

(2) 1/2" X 1 1/4" BOLTS

(1) 3/4" X 2" BOLT

FLANGE BRACE (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"

Sag Angles

Sag Angles

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_302

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

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_1

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_303_3

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_1

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.)

2 1/2"

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

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"

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_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_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

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.ENDWALL RAFTER TO COLUMN

RAFTER BEAM

(4) 1/2" X 1 1/4" BOLTS

ENDWALL COLUMN

ENDWALL RAFTER TO COLUMN

B3

B5.ENDWALL RAFTER TO COLUMN

RAFTER BEAM (4) 1/2" X 1 1/4" BOLTS ENDWALL COLUMN

RAFTER BEAM (2) 1/2" X 1 1/4" BOLTS

ENDWALL COLUMN

ENDWALL RAFTER TO COLUMN

B5

B16.ROTATED CORNER COLUMN TO ENDWALL RAFTER

BL

ENDWALL RAFTER BEAM

(4) 1/2" X 1 1/4" BOLTS

ENDWALL POST

ROTATED CORNER COLUMN TO ENDWALL RAFTER

B16

B20.COLUMN TO RIGID FRAME RAFTER

BL

SEE ROOF PLAN

RAFTER

RAFTER

SEE RIGID FRAME FOR BOLTS

COLUMN

COLUMN

COLUMN TO RIGID FRAME RAFTER

B20

B22.ROTATED CORNER COLUMN TO ENDWALL RAFTER

BL

ENDWALL RAFTER BEAM

(4) 1/2" X 1 1/4" BOLTS

ENDWALL POST

ROTATED CORNER COLUMN TO ENDWALL RAFTER

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) (PL- FAR SIDE)

* *

(4) 1/2" X 1 3/4" BOLTS WITH WASHERS OVER SLOTS *Snug tighten and spike or mar threads behind nut.

COLUMN

Back-to-Back Column 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.)

*

(4) 1/2" X 1 1/4" BOLTS SPECIAL CLIP

SPECIAL CLIP (PL- )

*

(PL- ) COLUMN

(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 to Rafter at Ridge w Slip Connection

RAFTER BEAM

RAFTER BEAM

*

( ) __" X __" BOLTS

(2) __" X__" BOLTS

SPECIAL CLIP (PL- )

SPECIAL CLIP (PL- )

*

(4) __" X ____" BOLTS WITH WASHERS OVER SLOTS *Snug tighten and spike or mar threads behind nut.

PARTITION POST (2) SPECIAL PLATES (PL- )

**

** GRIP = (2 X RAFTER RIDGE PLATE THICKNESS) + (2 X SPECIAL CLIP THICKNESS) + (2 X FLAT WASHER THICKNESS). NOTE: ·

REFER TO DRAFTING MANUAL PAGES 11.2.1 AND 11.2.3 FOR MORE INFO ON SPECIAL PURCHASE BOLTS. DO NOT PURCHASE A325T BOLTS.

Back-to-Back Column to Rafter at Ridge w Slip Connection-2 Clips

RAFTER BEAM

(2) 1/2" X 1 1/4" BOLTS RAFTER BEAM SPECIAL CLIP (PL- )

*

SPECIAL CLIP (PL- )

*

(4) 1/2" X 1 3/4" BOLTS WITH WASHERS OVER SLOTS *Snug tighten and spike or mar threads behind nut.

COLUMN

Back-to-Back Column to Rafter with Slip Connection Left

RAFTER BEAM

*

SPECIAL CLIP (PL- )

(4) 1/2" X 1 1/4" BOLTS SPECIAL CLIP (PL- )

*

(4) 1/2" X 1 3/4" BOLTS WITH WASHERS OVER SLOTS *Snug tighten and spike or mar threads behind nut.

COLUMN