Special Steel Framing

Special Steel Framing Sections & Details

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Table of Contents

Roof Joist J1-25.Eave Strut for CS-Roof Joists-Flush Column-Low Side-Low Pitch J1-27.Eave Strut for STC-MSC-Roof Joists-Thermal Spacers-Flush Column-Low Side-Low Pitch J1-37.Eave Strut for CS-Roof Joists-Inset Column-Low Side-Low Pitch J1-39.Eave Strut for MSC STC-Roof Joists-Thermal Spacers-Inset Column-Low Side-Low Pitch J2-13.Eave Strut for CS-Roof Joists-Outset Column-Low Side-Low Pitch J2-15.Eave Strut for STC-MSC-Roof Joists-Thermal Spacers-Outset Column-Low Side-Low Pitch Header Framed Opening to Eave Strut w Roof Joist

Header Framed Opening w Roof Joist Roof Framed Opening w Roof Joist-Left Ridge Pan to Roof Joist

MSC Roof to Roof Joist w MBCI FM Clip Roof Joist to Rafter 4 from Building Line Roof Joist to Rafter 14 from Building Line G5.ROOF JOIST TO INTERIOR FRAME Wide Flange Brace Strut to Solider Column

Eave Strut for Thermal Spacer to Bypass Soldier Column at LS w Wide Flange Brace Strut and Zee Purlin Eave Strut for Thermal Spacer to Inset Soldier Column at LS w Wide Flange Strut and Zee Purlin

Eave Strut to Bypass Soldier Column at HS w Wide Flange Brace Strut and Zee Purlin Eave Strut to Bypass Soldier Column at LS w Wide Flange Brace Strut and Zee Purlin Eave Strut to Inset Soldier Column at HS w Wide Flange Brace Strut and Zee Purlin Eave Strut to Inset Soldier Column at LS w Wide Flange Brace Strut and Zee Purlin Mezzanine Mezzanine Beam Connection with Web Framing Angles Mezzanine Beams to Beam w Cope Top w XBFA Mezzanine Beams to Beam w XBFA Mezzanine Beams to Column Web w XBFA Mezzanine Beam to Column w Vertical Flange w XBFA Mezzanine Beam to Column Web w XBFA

Mezzanine Beam w Moment Connection to Column Mezzanine Beams to Beam w Cope Bottom w XBFA Mezzanine Beam to Beam w Cope Bottom w XBFA Mezzanine Beam to Beam w Cope Top w XBFA Mezzanine Beam to Beam w XBFA Mezzanine Beam to Column w Tapered Flange w XBFA Different Depth Mezzanine Beams to Column Web w XBFA Mezzanine Joist to Support Member Mezzanine Joist Pocket into Masonry Wall Not by Chief

Mezzanine Joist to Beam at Building Line Mezzanine Joist to Beam at Framed Opening

Table of Contents

Mezzanine Joist to Beam Mezzanine Joist to Column Bracket Mezzanine Joist to Column Stiffener Mezzanine Joist to Masonry Wall Not by Chief

Support Pipe to Mezzanine Beam Support Pipe to Mezzanine Beam at End Support Pipe to Simple Span Mezzanine Beams Mezzanine OSHA Stabilizer Plates OSHA PLT TO BOTTOM FLG OF SUPPORT BEAM OSHA PLT TO BTTM FLG OF SUPPORT BEAM EDGE NEAR BLDG LINE OSHA PLT TO BTTM FLG OF SUPPORT BEAM EDGE OSHA PLT TO PIPE OR TUBE COLUMN OSHA PLT TO SUPPORT COLUMN OSHA PLT TO WEB OF WF COLUMN OSHA PLT TO WEB OF WF SPPT BEAM ABOVE CLMN OSHA PLT TO WEB OF WF SUPPORT BEAM OSHA PLT TO WF COLUMN Edge Angle at Building Line Deck and Edge Angle Parallel to Edge Beam at Building Line Deck and Edge Angle Parallel to Joist over Beam at Building Line Deck and Edge Angle Perpendicular to Edge Beam at Building Line Deck and Edge Angle Perpendicular to Edge Joist at Building Line Edge Angle at Mezzanine Edge Deck and Edge Angle Parallel to Edge Beam at Mezzanine Edge Deck and Edge Angle Perpendicular to Edge Beam at Mezzanine Edge Deck and Edge Angle Perpendicular to Edge Joist at Mezzanine Edge Deck and Edge Angle Perpendicular to Joist over Edge Beam at Mezzanine Edge

Mezzanine Bridging Details Continuous Bridging Mid-span

End of Continuous Bridging to Beam End of Continuous Bridging to Joist Horizontal Bridging to Masonry Wall Not by Chief Brittle Material Wall Conditions Cee Section Spandrel Behind Wall 1-8 Inch Cee Spandrel Behind Wall-Wall Outside BL 2-8 Inch Cee Spandrel Behind Wall-Wall Outside BL 3-8 Inch Cee Spandrel Behind Wall-Wall Outside BL 4-10 Inch Cee Spandrel Behind Wall-Wall Outside BL 5-10 Inch Cee Spandrel Behind Wall-Wall Outside BL 6-10 Inch Cee Spandrel Behind Wall-Wall Outside BL

Table of Contents

Hot Rolled Spandrel Behind Wall 1-8 Inch Hotrolled Spandrel Behind Wall-Wall Outside BL 2-8 Inch Hotrolled Spandrel Behind Wall-Wall Outside BL 3-8 Inch Hotrolled Spandrel Behind Wall-Wall Outside BL 4-8 Inch Hotrolled Spandrel Behind Wall-Wall Outside BL 5-8 Inch Hotrolled Spandrel Behind Wall-Wall Outside BL 6-8 Inch Hotrolled Spandrel Behind Wall-Wall Outside BL Wide Flange Spandrel Behind Wall

01-WF Spandrel_Wall Outside BL_Single Clip 02-WF Spandrel_Wall Outside BL_Single Clip 03-WF Spandrel_Wall Outside BL_Single Clip 04-WF Spandrel_Wall Outside BL_Double Clip 05-WF Spandrel_Wall Outside BL_Double Clip 06-WF Spandrel_Wall Outside BL_Double Clip 07-WF Spandrel_Wall Inside BL_Single Clip 08-WF Spandrel_Wall Inside BL_Single Clip 09-WF Spandrel_Wall Inside BL_Single Clip 10-WF Spandrel_Wall Inside BL_Double Clip 11-WF Spandrel_Wall Inside BL_Double Clip 12-WF Spandrel_Wall Inside BL_Double Clip 13-WF Spandrel_Wall Inside BL_Single Clip 14-WF Spandrel_Wall Inside BL_Double Clip

15-WF Spandrel_Wall Outside BL_Single Clip Top RH Corner 17-WF Spandrel_Wall Outside BL_Single Clip Top RH Corner 19-WF Spandrel_Wall Inside BL_Single Clip Top RH Corner 21-WF Spandrel_Wall Inside BL_Single Clip Top RH Corner Cee Section Spandrel On Top of Wall

8 Inch Cee Spandrel On Top of Wall 10 Inch Cee Spandrel On Top of Wall

Cee Section Spandrel Left Corner-Top View Hot Rolled Spandrel On Top of Wall 8 Inch Hot Rolled Spandrel On Top of Wall 10 Inch Hot Rolled Spandrel On Top of Wall HotRolled Spandrel Left Corner-Top View Hip-Valley Steel Framing Hip Purlin to Purlin FIELD WELDED Valley Purlin to Purlin FIELD WELDED Eave Strut Connection Hip Eave Strut Connection w Eave Extension Hip Purlin Connection at Hip

Table of Contents

Eave Strut Connection Valley Eave Strut Connection w Eave Extension Valley Purlin-Aligned Connection at Valley

Purlin-Not Aligned Connection at Valley Purlin-One Side Connection at Valley Flange Brace at Hip or Valley Rafter Diverters Diverter Side View at Bldg Line CS Roof Roof Framing Side View at Bldg Line CS Roof Diverter Framing Diverter Top View at Bldg Line CS Roof Roof Framing Side View Corner Diverter CS Roof Diverter Framing Diverter Top View Corner Diverter CS Roof Diverter Side View Corner Diverter CS Roof Roof Framing Side View at Bldg Line SS Roof Diverter Framing Diverter Top View at Bldg Line MSC-STC Roof Diverter Side View at Bldg Line MSC-STC Roof Diverter Top View at Bldg Line MVF-MVP Roof Diverter Side View at Bldg Line MVF-MVP Roof Roof Framing Side View Corner Diverter SS Roof Diverter Framing

Diverter Top View Corner Diverter MSC-STC Roof Diverter Side View Corner Diverter MSC-STC Roof Diverter Top View Corner Diverter MVF-MVP Roof Diverter Side View Corner Diverter MVF-MVP Roof

Roof Joist

Roof Joist

J1-25.Eave Strut for CS-Roof Joists-Flush Column-Low Side-Low Pitch

BL

EAVE STRUT

TOP OF JOISTS

EAVE HEIGHT

(4) 5/8" X 1 1/2" BOLTS w/ HARD WASHERS AT C-SECTION SIDE

FRAME COLUMN OR SOLDIER COLUMN

EAVE STRUT TO RIGID FRAME SCREW DOWN ROOF

J1

J1-27.Eave Strut for STC-MSC-Roof Joists-Thermal Spacers-Flush Column-Low Side-Low Pitch

EAVE STRUT

BL

1 3 8 "

TOP OF JOISTS

EAVE HEIGHT

(4) 5/8" X 1 1/2" BOLTS w/ HARD WASHERS AT C-SECTION SIDE

FRAME COLUMN OR SOLDIER COLUMN

EAVE STRUT TO RIGID FRAME STANDING SEAM ROOF

J1

J1-37.Eave Strut for CS-Roof Joists-Inset Column-Low Side-Low Pitch

BL

EAVE STRUT

TOP OF JOISTS

EAVE HEIGHT

(4) 5/8" X 2 1/2" BOLTS w/ HARD WASHERS AT C-SECTION SIDE

FRAME COLUMN OR SOLDIER COLUMN

EAVE STRUT TO RIGID FRAME SCREW DOWN ROOF

J1

J1-39.Eave Strut for MSC STC-Roof Joists-Thermal Spacers-Inset Column-Low Side-Low Pitch

BL

EAVE STRUT

1 3

8 "

TOP OF JOISTS

EAVE HEIGHT

(4) 5/8" X 2 1/2" BOLTS w/ HARD WASHERS AT C-SECTION SIDE

FRAME COLUMN OR SOLDIER COLUMN

EAVE STRUT TO RIGID FRAME STANDING SEAM ROOF

J1

J2-13.Eave Strut for CS-Roof Joists-Outset Column-Low Side-Low Pitch

BL

EAVE STRUT

TOP OF JOISTS

EAVE HEIGHT

(4) 5/8" X 1 1/2" BOLTS w/ HARD WASHERS AT C-SECTION SIDE

FRAME COLUMN OR SOLDIER COLUMN

EAVE STRUT TO RIGID FRAME SCREW DOWN ROOF

J2

J2-15.Eave Strut for STC-MSC-Roof Joists-Thermal Spacers-Outset Column-Low Side-Low Pitch

EAVE STRUT

BL

1 3 8 "

TOP OF JOISTS

EAVE HEIGHT

(4) 5/8" X 1 1/2" BOLTS w/ HARD WASHERS AT C-SECTION SIDE

FRAME COLUMN OR SOLDIER COLUMN

EAVE STRUT TO RIGID FRAME STANDING SEAM ROOF

J2

Header Framed Opening to Eave Strut w Roof Joist

Header Framed Opening w Roof Joist

Roof Framed Opening w Roof Joist-Left

Ridge Pan to Roof Joist

MSC Roof to Roof Joist w MBCI FM Clip

Roof Joist to Rafter 4 from Building Line

1

BL

1 4 "

ROOF JOIST

4"

1/2" X 1 1/4" BOLTS w/ HARD WASHERS AT SLOTS IN JOISTS

RAFTER BEAM

Roof Joist to Rafter 14 from Building Line

1

BL

1 4 "

ROOF JOIST

1'-2"

1/2" X 1 1/4" BOLTS w/ HARDENEDWASHERS AT SLOTS IN JOISTS

RAFTER BEAM

G5.ROOF JOIST TO INTERIOR FRAME

CL 1

* (2) BOLTS W/ WASHERS OVER SLOTS IN JOIST (AT EACH END)

FRAME RAFTER

2 " CLEAR 1 4 " TO C L

ROOF JOIST

FLANGE BRACE (AFB-x) MAY BE LOCATED BOTH SIDES

NOTE: SEE CROSS SECTION FOR LOCATIONS OF FLANGE BRACES.

ROOF JOIST TO INTERIOR FRAME

G5

Wide Flange Brace Strut to Soldier Column

Wide Flange Brace Strut to Soldier Column

Eave Strut for Thermal Spacer to Bypass Soldier Column at LS w Wide Flange Brace Strut and Zee Purlin

1

PURLIN (TYP.)

BL

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

TOP OF PURLINS

EAVE HEIGHT

EAVE STRUT (2) 5/8" X _____ BOLTS w/ (2) 5/8" HARD WASHERS AT C-SECTION SIDE SOLDIER COLUMN

(2) 5/8" X 1 1/2" BOLTS

WIDE FLANGE STRUT

Eave Strut for Thermal Spacer to Inset Soldier Column at LS w Wide Flange Strut and Zee Purlin

1

PURLIN (TYP.)

BL

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

TOP OF PURLINS

EAVE HEIGHT

EAVE STRUT (2) 5/8" X _____ BOLTS w/ (2) 5/8" HARD WASHERS

(2) 5/8" X 1 1/2" BOLTS

AT C-SECTION SIDE SOLDIER COLUMN

WIDE FLANGE STRUT

1"

Eave Strut to Bypass Soldier Column at HS w Wide Flange Brace Strut and Zee Purlin

1

BL

PURLIN (TYP.)

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

EAVE STRUT

(4) 5/8" X 1 1/2" BOLTS w/ (4) 5/8" HARD WASHERS AT C-SECTION SIDE

(2) 5/8" X 1 1/2" BOLTS

SOLDIER COLUMN

WIDE FLANGE STRUT

Eave Strut to Bypass Soldier Column at LS w Wide Flange Brace Strut and Zee Purlin

1

PURLIN (TYP.)

BL

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

EAVE STRUT (4) 5/8" X _____ BOLTS w/ (4) 5/8" HARD WASHERS

(2) 5/8" X 1 1/2" BOLTS

AT C-SECTION SIDE SOLDIER COLUMN

WIDE FLANGE STRUT

Eave Strut to Inset Soldier Column at HS w Wide Flange Brace Strut and Zee Purlin

1

BL

PURLIN (TYP.)

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

EAVE STRUT

(4) 5/8" X 1 1/2" BOLTS w/ (4) 5/8" HARD WASHERS AT C-SECTION SIDE

(2) 5/8" X 1 1/2" BOLTS

SOLDIER COLUMN

1"

WIDE FLANGE STRUT

Eave Strut to Inset Soldier Column at LS w Wide Flange Brace Strut and Zee Purlin

1

PURLIN (TYP.)

BL

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

EAVE STRUT

(4) 5/8" X _____ BOLTS w/ (4) 5/8" HARD WASHERS AT C-SECTION SIDE

(2) 5/8" X 1 1/2" BOLTS

WIDE FLANGE STRUT

SOLDIER COLUMN 1"

Mezzanine

Mezzanine

Mezzanine Beam Connection with Web Framing Angles

Mezzanine Beam Connection with Web Framing Angles

Mezzanine Beams to Beam w Cope Top w XBFA

FLOOR BEAM FLOOR BEAM

XXX' - X"

XXX' - X"

5"

2 1 2 "

(2) BEAM FRAMING ANGLES (XBFA-___ )

( ) 3/4" X ___" BOLTS

Mezzanine Beams to Beam w XBFA

FLOOR BEAM FLOOR BEAM

(4) BEAM FRAMING ANGLES (XBFA-___ )

XXX' - X"

XXX' - X"

2 1 2 "

( ) 3/4" X ___" BOLTS

Mezzanine Beams to Column Web w XBFA

COLUMN FLOOR BEAM

XXX' - X"

2 1 2 "

(4) BEAM FRAMING ANGLES (XBFA-___ )

( ) 3/4" X ____ " BOLTS

Mezzanine Beam to Column w Vertical Flange w XBFA

COLUMN FLOOR BEAM

XXX' - X"

2 1 2 "

(2) BEAM FRAMING ANGLES (XBFA-___ ) ( ) 3/4" X ___" BOLTS

Mezzanine Beam to Column Web w XBFA

COLUMN

FLOOR BEAM

XXX' - X"

2 1 2 "

( ) 3/4" X ___" BOLTS (2) BEAM FRAMING ANGLES (XBFA-___ )

Mezzanine Beam w Moment Connection to Column

COLUMN

FLOOR BEAM

XXX' - X"

( ) ___" X ___" BOLTS

Mezzanine Beams to Beam w Cope Bottom w XBFA

( ) 3/4" X ___" BOLTS

(4) BEAM FRAMING ANGLES (XBFA-___ )

XXX' - X"

XXX' - X"

2 1 2 "

FLOOR BEAM FLOOR BEAM

Mezzanine Beam to Beam w Cope Bottom w XBFA

( ) 3/4" X ___" BOLTS

(2) BEAM FRAMING ANGLES (XBFA-___ )

XXX' - X"

XXX' - X"

2 1 2 "

FLOOR BEAM FLOOR BEAM

Mezzanine Beam to Beam w Cope Top w XBFA

FLOOR BEAM

FLOOR BEAM

XXX' - X"

XXX' - X"

5"

(2) BEAM FRAMING ANGLES (XBFA-___ )

( ) 3/4" X ___" BOLTS

Mezzanine Beam to Beam w XBFA

FLOOR BEAM

FLOOR BEAM

XXX' - X"

XXX' - X"

2 1 2 "

(2) BEAM FRAMING ANGLES (XBFA-___ )

( ) 3/4" X ___" BOLTS

Mezzanine Beam to Column w Tapered Flange w XBFA

COLUMN FLOOR BEAM

XXX' - X"

2 1 2 "

(2) BEAM FRAMING ANGLES (XBFA-___ ) ( ) 3/4" X ___" BOLTS

Different Depth Mezzanine Beams to Column Web w XBFA

COLUMN FLOOR BEAM

( ) 3/4" X __" BOLTS

XXX' - X"

2 1 2 "

(2) BEAM FRAMING ANGLES (XBFA-___ )

(2) BEAM FRAMING ANGLES (XBFA-___)

Mezzanine Joist to Support Member

Mezzanine Joist to Support Member

Mezzanine Joist Pocket into Masonry Wall Not by Chief

BEARING PLATE (NOT BY CHIEF)

3/16 2 1/2

MEZZANINE JOIST MASONRY WALL (NOT BY CHIEF)

JOIST POCKETED INTO MASONRY WALL (NOT BY CHIEF)

Mezzanine Joist to Beam at Building Line

BL

3/16 2 1/2

FLOOR BEAM MEZZANINE JOIST

JOIST TO BEAM AT BUILDING LINE

Mezzanine Joist to Beam at Framed Opening

3/16 2 1/2

MEZZ. EDGE

FLOOR BEAM MEZZANINE JOIST

JOIST TO BEAM AT FRAMED OPENING

Mezzanine Joist to Beam

1/4" 1/2"

1/4"

3/16 2 1/2

3/16 2 1/2

FLOOR BEAM MEZZANINE JOIST

NOTE: BOLTED JOISTS MAY BE REQUIRED, SEE MEZZANINE PLAN FOR BOLTED JOIST LOCATIONS.

JOIST TO BEAM

Mezzanine Joist to Column Bracket

3/16 2 1/2

COLUMN MEZZANINE JOIST

JOIST TO COLUMN BRACKET

Mezzanine Joist to Column Stiffener

3/16 2 1/2

MEZZANINE JOIST

BL

FRAME/ENDWALL OR SOLIDER COLUMN

JOIST TO COLUMN STIFFENER

Mezzanine Joist to Masonry Wall Not by Chief

BEARING PLATE (NOT BY CHIEF)

3/16 2 1/2

MEZZANINE JOIST MASONRY WALL (NOT BY CHIEF)

JOIST TO MASONRY WALL (NOT BY CHIEF)

Support Pipe to Mezzanine Beam

Support Pipe to Mezzanine Beam

Support Pipe to Mezzanine Beam at End

FLOOR BEAM

(4) ____" X ____ " BOLTS

SUPPORT COLUMN

Support Pipe to Simple Span Mezzanine Beams

FLOOR BEAM (TYP.)

(4) ____" X ____ " BOLTS

SUPPORT COLUMN

Mezzanine OSHA Stabilizer Plates

Mezzanine OSHA Stabilizer Plates

OSHA PLT TO BOTTOM FLG OF SUPPORT BEAM

MEZZANINE FLOOR DECKING

"NEAR OSHA COLUMN" JOIST REQUIRES BOLTED ENDS W/WASHERS. SEE PLAN VIEW FOR LOCATIONS AND BOLT REQUIREMENTS

MEZZANINE ELEVATION

NEAR OHSA COLUMN JOIST

NEAR OHSA COLUMN JOIST

FLOOR BEAM

3"

1/4" 6" 1/4" 6"

HOLD

JOIST CHORDS TO SET ASTRIDE STABILIZER CLIP NO WELDING IS PERMITTED

STABILIZER PLATE (PL-x) MAY BE REQUIRED ON ONLY ONE SIDE. PLATE MAY BE REMOVED AFTER ERECTION IS COMPLETED.

NEAR OSHA COLUMN JOIST FIELD WELDED STABILIZER PLATE REQUIRED. CLIP TO BE INSTALLED PRIOR TO ERECTING JOIST. Ø13/16" HOLE PROVIDED FOR ERECTION GUYING OR PLUMBING CABLES.

OSHA PLT TO BTTM FLG OF SUPPORT BEAM EDGE NEAR BLDG LINE

MEZZANINE FLOOR DECKING

"NEAR OSHA COLUMN" JOIST REQUIRES BOLTED ENDS W/WASHERS. SEE PLAN VIEW FOR LOCATIONS AND BOLT REQUIREMENTS

3"

MEZZANINE ELEVATION FLOOR BEAM

HOLD

1/4" 1/4"

6" 6"

NEAR OHSA COLUMN JOIST

STABILIZER PLATE (PL-x) PLATE MAY BE REMOVED AFTER ERECTION IS COMPLETED. JOIST CHORDS TO SET ASTRIDE STABILIZER CLIP NO WELDING IS PERMITTED

NEAR OSHA COLUMN JOIST FIELD WELDED STABILIZER PLATE REQUIRED. CLIP TO BE INSTALLED PRIOR TO ERECTING JOIST. Ø13/16" HOLE PROVIDED FOR ERECTION GUYING OR PLUMBING CABLES.

OSHA PLT TO BTTM FLG OF SUPPORT BEAM EDGE

MEZZANINE FLOOR DECKING

"NEAR OSHA COLUMN" JOIST REQUIRES BOLTED ENDS W/WASHERS. SEE PLAN VIEW FOR LOCATIONS AND BOLT REQUIREMENTS

3"

MEZZANINE ELEVATION FLOOR BEAM

HOLD

1/4" 1/4"

6" 6"

NEAR OHSA COLUMN JOIST

STABILIZER PLATE (PL-x) PLATE MAY BE REMOVED AFTER ERECTION IS COMPLETED. JOIST CHORDS TO SET ASTRIDE STABILIZER CLIP NO WELDING IS PERMITTED

NEAR OSHA COLUMN JOIST FIELD WELDED STABILIZER PLATE REQUIRED. CLIP TO BE INSTALLED PRIOR TO ERECTING JOIST. Ø13/16" HOLE PROVIDED FOR ERECTION GUYING OR PLUMBING CABLES.

OSHA PLT TO PIPE OR TUBE COLUMN

"NEAR OSHA COLUMN" JOIST REQUIRES BOLTED ENDS W/WASHERS. SEE PLAN VIEW FOR LOCATIONS AND BOLT REQUIREMENTS

MEZZANINE FLOOR DECKING

1/4" 1/4"

6" 6"

MEZZANINE ELEVATION

NEAR OHSA COLUMN JOIST

NEAR OHSA COLUMN JOIST

FLOOR BEAM

3"

HOLD

JOIST CHORDS TO SET ASTRIDE STABILIZER CLIP NO WELDING IS PERMITTED

STABILIZER PLATE (PL-x) MAY BE REQUIRED ON ONLY ONE SIDE. PLATE MAY BE REMOVED AFTER ERECTION IS COMPLETED.

SUPPORT COLUMN PIPE, OR TUBE

BOLTS AND NUTS AS REQUIRED (SEE ERECTION DRAWINGS FOR QUANTITY AND SIZE)

NEAR OSHA COLUMN JOIST FIELD WELDED STABILIZER PLATE REQUIRED. CLIP TO BE INSTALLED PRIOR TO ERECTING JOIST. Ø13/16" HOLE PROVIDED FOR ERECTION GUYING OR PLUMBING CABLES.

OSHA PLT TO SUPPORT COLUMN

MEZZANINE FLOOR DECKING

"NEAR OSHA COLUMN" JOIST REQUIRES BOLTED ENDS W/WASHERS. SEE PLAN VIEW FOR LOCATIONS AND BOLT REQUIREMENTS

1/4" 6" 1/4" 6"

MEZZANINE ELEVATION

NEAR OHSA COLUMN JOIST

SUPPORT COLUMN

3"

HOLD

JOIST CHORDS TO SET ASTRIDE STABILIZER CLIP NO WELDING IS PERMITTED STABILIZER PLATE (PL-x) PLATE MAY BE REMOVED AFTER ERECTION IS COMPLETED.

NEAR OSHA COLUMN JOIST FIELD WELDED STABILIZER PLATE REQUIRED. CLIP TO BE INSTALLED PRIOR TO ERECTING JOIST. Ø13/16" HOLE PROVIDED FOR ERECTION GUYING OR PLUMBING CABLES.

OSHA PLT TO WEB OF WF COLUMN

MEZZANINE FLOOR DECKING

"NEAR OSHA COLUMN" JOIST REQUIRES BOLTED ENDS W/WASHERS. SEE PLAN VIEW FOR LOCATIONS AND BOLT REQUIREMENTS

1/4" 1/4"

6" 6"

3"

MEZZANINE ELEVATION

HOLD

NEAR OHSA COLUMN JOIST

FLOOR BEAM

STABILIZER PLATE (PL-x) PLATE MAY BE REMOVED AFTER ERECTION IS COMPLETED. JOIST CHORDS TO SET ASTRIDE STABILIZER CLIP NO WELDING IS PERMITTED

NEAR OSHA COLUMN JOIST FIELD WELDED STABILIZER PLATE REQUIRED. CLIP TO BE INSTALLED PRIOR TO ERECTING JOIST. Ø13/16" HOLE PROVIDED FOR ERECTION GUYING OR PLUMBING CABLES.

OSHA PLT TO WEB OF WF SPPT BEAM ABOVE CLMN

MEZZANINE FLOOR DECKING

"NEAR OSHA COLUMN" JOIST REQUIRES BOLTED ENDS W/WASHERS. SEE PLAN VIEW FOR LOCATIONS AND BOLT REQUIREMENTS

1/4" 6" 1/4" 6"

MEZZANINE ELEVATION

JOIST CHORDS TO SET ASTRIDE STABILIZER CLIP NO WELDING IS PERMITTED NEAR OHSA COLUMN JOIST FLOOR BEAM

NEAR OHSA COLUMN JOIST

3"

HOLD

STABILIZER PLATE (PL-x) MAY BE REQUIRED ON ONLY ONE SIDE. PLATE MAY BE REMOVED AFTER ERECTION IS COMPLETED.

SUPPORT COLUMN PIPE, OR TUBE

BOLTS AND NUTS AS REQUIRED (SEE ERECTION DRAWINGS FOR QUANTITY AND SIZE)

NEAR OSHA COLUMN JOIST FIELD WELDED STABILIZER PLATE REQUIRED. CLIP TO BE INSTALLED PRIOR TO ERECTING JOIST. Ø13/16" HOLE PROVIDED FOR ERECTION GUYING OR PLUMBING CABLES.

OSHA PLT TO WEB OF WF SUPPORT BEAM

MEZZANINE FLOOR DECKING

"NEAR OSHA COLUMN" JOIST REQUIRES BOLTED ENDS W/WASHERS. SEE PLAN VIEW FOR LOCATIONS AND BOLT REQUIREMENTS

1/4" 1/4"

6" 6"

MEZZANINE ELEVATION

NEAR OHSA COLUMN JOIST

NEAR OHSA COLUMN JOIST

3"

JOIST CHORDS TO SET ASTRIDE STABILIZER CLIP NO WELDING IS PERMITTED

HOLD

STABILIZER PLATE (PL-x) MAY BE REQUIRED ON ONLY ONE SIDE. PLATE MAY BE REMOVED AFTER ERECTION IS COMPLETED.

FLOOR BEAM

NEAR OSHA COLUMN JOIST FIELD WELDED STABILIZER PLATE REQUIRED. CLIP TO BE INSTALLED PRIOR TO ERECTING JOIST. Ø13/16" HOLE PROVIDED FOR ERECTION GUYING OR PLUMBING CABLES.

OSHA PLT TO WF COLUMN

"NEAR OSHA COLUMN" JOIST REQUIRES BOLTED ENDS W/WASHERS. SEE PLAN VIEW FOR LOCATIONS AND BOLT REQUIREMENTS

MEZZANINE FLOOR DECKING

1/4" 6" 1/4" 6"

MEZZANINE ELEVATION

NEAR OHSA COLUMN JOIST

NEAR OHSA COLUMN JOIST

FLOOR BEAM

3"

JOIST CHORDS TO SET ASTRIDE STABILIZER CLIP NO WELDING IS PERMITTED

HOLD

STABILIZER PLATE (PL-x) MAY BE REQUIRED ON ONLY ONE SIDE. PLATE MAY BE REMOVED AFTER ERECTION IS COMPLETED.

SUPPORT COLUMN

BOLTS AND NUTS AS REQUIRED (SEE ERECTION DRAWINGS FOR QUANTITY AND SIZE)

NEAR OSHA COLUMN JOIST FIELD WELDED STABILIZER PLATE REQUIRED. CLIP TO BE INSTALLED PRIOR TO ERECTING JOIST. Ø13/16" HOLE PROVIDED FOR ERECTION GUYING OR PLUMBING CABLES.

Edge Angle at Building Line

Edge Angle at Building Line

Deck and Edge Angle Parallel to Edge Beam at Building Line

FLOOR (NOT BY CHIEF) MEZZANINE DECK

BL

EDGE ANGLE (SPA-___)

2 - 24

3/16

XXX' - X"

FLOOR BEAM

EDGE ANGLE TO BEAM AT BUILDING LINE

Deck and Edge Angle Parallel to Joist over Beam at Building Line

FLOOR (NOT BY CHIEF) MEZZANINE DECK

BL

EDGE ANGLE (SPA-___)

2

3/16

XXX'-X"

1 4 "

MEZZANINE JOIST FLOOR BEAM

EDGE ANGLE TO JOIST AT BUILDING LINE

Deck and Edge Angle Perpendicular to Edge Beam at Building Line

FLOOR (NOT BY CHIEF) MEZZANINE DECK

BL

EDGE ANGLE (SPA-__)

2 - 24

3/16

XXX'-X"

FLOOR BEAM

EDGE ANGLE TO BEAM AT BUILDING LINE

Deck and Edge Angle Perpendicular to Edge Joist at Building Line

FLOOR (NOT BY CHIEF) MEZZANINE DECK

BL

EDGE ANGLE (SPA-__)

2-24

3/16

XXX'-X"

MEZZANINE JOIST

EDGE ANGLE TO JOIST AT BUILDING LINE

Edge Angle at Mezzanine Edge

Edge Angle at Mezzanine Edge

Deck and Edge Angle Parallel to Edge Beam at Mezzanine Edge

EDGE ANGLE (SPA-__)

MEZZ. EDGE

2 - 24

3/16

XXX'-X"

FLOOR (NOT BY CHIEF)

MEZZANINE DECK

FLOOR BEAM

EDGE ANGLE TO BEAM

Deck and Edge Angle Perpendicular to Edge Beam at Mezzanine Edge

3/16

2 - 24

XXX'-X"

EDGE ANGLE (SPA-__)

FLOOR (NOT BY CHIEF)

MEZZANINE DECK

FLOOR BEAM

MEZZ. EDGE

EDGE ANGLE TO BEAM

Deck and Edge Angle Perpendicular to Edge Joist at Mezzanine Edge

EDGE ANGLE (SPA-__)

MEZZ. EDGE

2 - 24

3/16

XXX'-X"

FLOOR (NOT BY CHIEF)

MEZZANINE DECK

MEZZANINE JOIST

EDGE ANGLE TO JOIST

Deck and Edge Angle Perpendicular to Joist over Edge Beam at Mezzanine Edge

MEZZ. EDGE

FLOOR (NOT BY CHIEF)

2

3/16

MEZZANINE JOIST

XXX'-X"

EDGE ANGLE (SPA-__) 1 4 "

MEZZANINE DECK

EDGE ANGLE TO JOIST

Mezzanine Bridging Details

Mezzanine Bridging Details

Continuous Bridging Mid-span

AT EACH JOIST

*

HORIZONTAL BRIDGING

MEZZANINE JOIST

MEZZANINE JOIST

HORIZONTAL BRIDGING

AT EACH JOIST

*

- 1/8" X 1 1/2" TOTAL LENGTH FILLET WELD AT EACH CONNECTION UNLESS OTHERWISE NOTED. *

CONTINUOUS BRIDGING AT MID-SPAN

End of Continuous Bridging to Beam

MEZZNINE JOIST

FLOOR BEAM

HORIZONTAL BRIDGING

*

*

*

*

*

HORIZONTAL BRIDGING

- 1/8" X 1 1/2" TOTAL LENGTH FILLET WELD AT EACH CONNECTION UNLESS OTHERWISE NOTED. * HORIZ. BRIDGING TO BAR JOIST DIAGONAL BRIDGING *

END OF CONTINUOUS BRIDGING TO BEAM

End of Continuous Bridging to Joist

MEZZANINE JOIST HORIZONTAL BRIDGING

*

*

*

*

*

HORIZONTAL BRIDGING

- 1/8" X 1 1/2" TOTAL LENGTH FILLET WELD AT EACH CONNECTION UNLESS OTHERWISE NOTED. * HORIZ. BRIDGING TO BAR JOIST DIAGONAL BRIDGING *

END OF CONTINUOUS BRIDGING TO JOIST

Horizontal Bridging to Masonry Wall Not by Chief

TYP.

1/4

HORIZONTAL BRIDGING (TYP.)

3/8" EXPANSION BOLT (NOT BY CHIEF) (TYP.)

BRIDGING ANCHOR (BAC) (TYP.)

MASONRY WALL (NOT BY CHIEF)

BRIDGING TO MASONRY (NOT BY CHIEF)

Brittle Material Wall Conditions

Brittle Material Wall Conditions

Cee Section Spandrel Behind Wall

Cee Section Spandrel Behind Wall

1-8 Inch Cee Spandrel Behind Wall-Wall Outside BL

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

BL

OFFSET TO SPANDREL 1"

COLUMN SETBACK 1"

WALL THICKNESS 8"

SPANDREL COLUMN

1 1 2 "

XXX'-X"

BRITTLE MATERIAL WALL (NOT BY CHIEF)

(8) 1/2" X __" BOLTS

XBC-100 (EACH SIDE) (2) 1/2" X __" BOLTS

2-8 Inch Cee Spandrel Behind Wall-Wall Outside BL

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

BL

OFFSET TO SPANDREL 0"

COLUMN SETBACK 1"

WALL THICKNESS 8"

SPANDREL COLUMN

1 1 2 "

XXX'-X"

BRITTLE MATERIAL WALL (NOT BY CHIEF)

(8) 1/2" X __" BOLTS

XBC-100 (EACH SIDE) (2) 1/2" X __" BOLTS

3-8 Inch Cee Spandrel Behind Wall-Wall Outside BL

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

BL

OFFSET TO SPANDREL 0"

COLUMN SETBACK 0"

WALL THICKNESS 8"

SPANDREL COLUMN

1 1 2 "

XXX'-X"

BRITTLE MATERIAL WALL (NOT BY CHIEF)

(8) 1/2" X __" BOLTS

XBC-100 (EACH SIDE) (2) 1/2" X __" BOLTS

4-10 Inch Cee Spandrel Behind Wall-Wall Outside BL

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

BL

OFFSET TO SPANDREL 1"

COLUMN SETBACK 1"

WALL THICKNESS 8"

SPANDREL COLUMN

1 1 2 "

XXX'-X"

BRITTLE MATERIAL WALL (NOT BY CHIEF)

(8) 1/2" X __" BOLTS

XBC-100 (EACH SIDE) (2) 1/2" X __" BOLTS

5-10 Inch Cee Spandrel Behind Wall-Wall Outside BL

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

BL

OFFSET TO SPANDREL 0"

COLUMN SETBACK 1"

WALL THICKNESS 8"

SPANDREL COLUMN

1 1 2 "

XXX'-X"

BRITTLE MATERIAL WALL (NOT BY CHIEF)

(8) 1/2" X __" BOLTS

XBC-100 (EACH SIDE) (2) 1/2" X __" BOLTS

6-10 Inch Cee Spandrel Behind Wall-Wall Outside BL

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

BL

OFFSET TO SPANDREL 0"

COLUMN SETBACK 0"

WALL THICKNESS 8"

SPANDREL COLUMN

1 1 2 "

XXX'-X"

BRITTLE MATERIAL WALL (NOT BY CHIEF)

(8) 1/2" X __" BOLTS

XBC-100 (EACH SIDE) (2) 1/2" X __" BOLTS

Hot Rolled Spandrel Behind Wall

Hot Rolled Spandrel Behind Wall

1-8 Inch Hotrolled Spandrel Behind Wall-Wall Outside BL

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

BL

OFFSET TO SPANDREL 1"

2"

COLUMN SETBACK 1"

WALL THICKNESS 8"

SPANDREL COLUMN

XXX'-X"

BRITTLE MATERIAL WALL (NOT BY CHIEF)

(8) 1/2" X __" BOLTS

XBC-100 (EACH SIDE) (2) 1/2" X __" BOLTS

2-8 Inch Hotrolled Spandrel Behind Wall-Wall Outside BL

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

BL

OFFSET TO SPANDREL 0"

2"

COLUMN SETBACK 1"

WALL THICKNESS 8"

SPANDREL COLUMN

XXX'-X"

BRITTLE MATERIAL WALL (NOT BY CHIEF)

(8) 1/2" X __" BOLTS

XBC-100 (EACH SIDE) (2) 1/2" X __" BOLTS

3-8 Inch Hotrolled Spandrel Behind Wall-Wall Outside BL

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

BL

OFFSET TO SPANDREL 0"

2"

COLUMN SETBACK 0"

WALL THICKNESS 8"

SPANDREL COLUMN

XXX'-X"

BRITTLE MATERIAL WALL (NOT BY CHIEF)

(8) 1/2" X __" BOLTS

XBC-100 (EACH SIDE) (2) 1/2" X __" BOLTS

4-8 Inch Hotrolled Spandrel Behind Wall-Wall Outside BL

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

BL

OFFSET TO SPANDREL 1"

3"

COLUMN SETBACK 1"

WALL THICKNESS 8"

SPANDREL COLUMN

XXX'-X"

BRITTLE MATERIAL WALL (NOT BY CHIEF)

(8) 1/2" X __" BOLTS

XBC-100 (EACH SIDE) (2) 1/2" X __" BOLTS

5-8 Inch Hotrolled Spandrel Behind Wall-Wall Outside BL

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

BL

OFFSET TO SPANDREL 0"

3"

COLUMN SETBACK 1"

WALL THICKNESS 8"

SPANDREL COLUMN

XXX'-X"

BRITTLE MATERIAL WALL (NOT BY CHIEF)

(8) 1/2" X __" BOLTS

XBC-100 (EACH SIDE) (2) 1/2" X __" BOLTS

6-8 Inch Hotrolled Spandrel Behind Wall-Wall Outside BL

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

BL

OFFSET TO SPANDREL 0"

3"

COLUMN SETBACK 0"

WALL THICKNESS 8"

SPANDREL COLUMN

XXX'-X"

BRITTLE MATERIAL WALL (NOT BY CHIEF)

(8) 1/2" X __" BOLTS

XBC-100 (EACH SIDE) (2) 1/2" X __" BOLTS

Wide Flange Spandrel Behind Wall

Wide Flange Spandrel Behind Wall

01-WF Spandrel_Wall Outside BL_Single Clip

BL NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

OFFSET TO SPANDREL 1"

3"

COLUMN SETBACK 1"

WALL THICKNESS 8"

SPANDREL COLUMN

XXX'-X"

BRITTLE MATERIAL WALL (NOT BY CHIEF)

(8) 1/2" X __" BOLTS

XBC-100 (EACH SIDE) (2) 1/2" X __" BOLTS

02-WF Spandrel_Wall Outside BL_Single Clip

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

BL

OFFSET TO SPANDREL 0"

3"

COLUMN SETBACK 1"

WALL THICKNESS 8"

SPANDREL COLUMN

XXX'-X"

BRITTLE MATERIAL WALL (NOT BY CHIEF)

(8) 1/2" X __" BOLTS

XBC-100 (EACH SIDE) (2) 1/2" X __" BOLTS

03-WF Spandrel_Wall Outside BL_Single Clip

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

BL

OFFSET TO SPANDREL 0"

3"

COLUMN SETBACK 0"

WALL THICKNESS 8"

SPANDREL COLUMN

XXX'-X"

BRITTLE MATERIAL WALL (NOT BY CHIEF)

(8) 1/2" X __" BOLTS

XBC-100 (EACH SIDE) (2) 1/2" X __" BOLTS

04-WF Spandrel_Wall Outside BL_Double Clip

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

BL

OFFSET TO SPANDREL 1"

3"

COLUMN SETBACK 1"

WALL THICKNESS 8"

SPANDREL COLUMN

XXX'-X"

BRITTLE MATERIAL WALL (NOT BY CHIEF)

(8) 1/2" X __" BOLTS

(2) XBC-100 (EACH SIDE) (4) 1/2" X __" BOLTS

05-WF Spandrel_Wall Outside BL_Double Clip

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

BL

OFFSET TO SPANDREL 0"

3"

COLUMN SETBACK 1"

WALL THICKNESS 8"

SPANDREL COLUMN

XXX'-X"

BRITTLE MATERIAL WALL (NOT BY CHIEF)

(8) 1/2" X __" BOLTS

(2) XBC-100 (EACH SIDE) (4) 1/2" X __" BOLTS

06-WF Spandrel_Wall Outside BL_Double Clip

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

BL

OFFSET TO SPANDREL 0"

3"

COLUMN SETBACK 0"

WALL THICKNESS 8"

SPANDREL COLUMN

XXX'-X"

BRITTLE MATERIAL WALL (NOT BY CHIEF)

(8) 1/2" X __" BOLTS

(2) XBC-100 (EACH SIDE) (4) 1/2" X __" BOLTS

07-WF Spandrel_Wall Inside BL_Single Clip

BL NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

OFFSET TO SPANDREL 9"

3"

COLUMN SETBACK 8"

WALL THICKNESS 8"

SPANDREL COLUMN

XXX'-X"

BRITTLE MATERIAL WALL (NOT BY CHIEF)

(8) 1/2" X __" BOLTS

XBC-100 (EACH SIDE) (2) 1/2" X __" BOLTS

08-WF Spandrel_Wall Inside BL_Single Clip

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

BL

OFFSET TO SPANDREL 8"

3"

COLUMN SETBACK 9"

WALL THICKNESS 8"

SPANDREL COLUMN

XXX'-X"

BRITTLE MATERIAL WALL (NOT BY CHIEF)

(8) 1/2" X __" BOLTS

XBC-100 (EACH SIDE) (2) 1/2" X __" BOLTS

09-WF Spandrel_Wall Inside BL_Single Clip

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

BL

OFFSET TO SPANDREL 8"

3"

COLUMN SETBACK 8"

WALL THICKNESS 8"

SPANDREL COLUMN

XXX'-X"

BRITTLE MATERIAL WALL (NOT BY CHIEF)

(8) 1/2" X __" BOLTS

XBC-100 (EACH SIDE) (2) 1/2" X __" BOLTS

10-WF Spandrel_Wall Inside BL_Double Clip

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

BL

OFFSET TO SPANDREL 9"

3"

COLUMN SETBACK 8"

WALL THICKNESS 8"

SPANDREL COLUMN

XXX'-X"

BRITTLE MATERIAL WALL (NOT BY CHIEF)

(8) 1/2" X __" BOLTS

(2) XBC-100 (EACH SIDE) (4) 1/2" X __" BOLTS

11-WF Spandrel_Wall Inside BL_Double Clip

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

BL

OFFSET TO SPANDREL 8"

3"

COLUMN SETBACK 9"

WALL THICKNESS 8"

SPANDREL COLUMN

XXX'-X"

BRITTLE MATERIAL WALL (NOT BY CHIEF)

(8) 1/2" X __" BOLTS

(2) XBC-100 (EACH SIDE) (4) 1/2" X __" BOLTS

12-WF Spandrel_Wall Inside BL_Double Clip

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

BL

OFFSET TO SPANDREL 8"

3"

COLUMN SETBACK 8"

WALL THICKNESS 8"

SPANDREL COLUMN

XXX'-X"

BRITTLE MATERIAL WALL (NOT BY CHIEF)

(8) 1/2" X __" BOLTS

(2) XBC-100 (EACH SIDE) (4) 1/2" X __" BOLTS

13-WF Spandrel_Wall Inside BL_Single Clip

BL NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

OFFSET TO SPANDREL 9"

3"

COLUMN SETBACK 1"

WALL THICKNESS 8"

SPANDREL COLUMN

XXX'-X"

BRITTLE MATERIAL WALL (NOT BY CHIEF)

(8) 1/2" X __" BOLTS

XBC-100 (EACH SIDE) (2) 1/2" X __" BOLTS

14-WF Spandrel_Wall Inside BL_Double Clip

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

BL

OFFSET TO SPANDREL 9"

3"

COLUMN SETBACK 1"

WALL THICKNESS 8"

SPANDREL COLUMN

XXX'-X"

BRITTLE MATERIAL WALL (NOT BY CHIEF)

(8) 1/2" X __" BOLTS

(2) XBC-100 (EACH SIDE) (4) 1/2" X __" BOLTS

15-WF Spandrel_Wall Outside BL_Single Clip Top RH Corner

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

* SEE FRAMING PLAN FOR SETBACK

BL

XBC-3 (TOP & BOTTOM) (6) 1/2" X __" BOLTS

*

CORNER COLUMN

OFFSET TO SPANDREL 1" WALL THICKNESS 8"

2"

SPANDREL (TYP.) XBC-100 (6) 1/2" X __" BOLTS

BRITTLE MATERIAL WALL (NOT BY CHIEF)

BL

COLUMN SETBACK 1"

WALL THICKNESS 8"

OFFSET TO SPANDREL 1"

17-WF Spandrel_Wall Outside BL_Single Clip Top RH Corner

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

* SEE FRAMING PLAN FOR SETBACK

BL

XBC-3 (TOP & BOTTOM) (6) 1/2" X __" BOLTS

*

CORNER COLUMN

OFFSET TO SPANDREL 1" WALL THICKNESS 8"

2"

SPANDREL (TYP.) XBC-100 (6) 1/2" X __" BOLTS

BRITTLE MATERIAL WALL (NOT BY CHIEF)

BL

COLUMN SETBACK 0"

WALL THICKNESS 8"

OFFSET TO SPANDREL 1"

19-WF Spandrel_Wall Inside BL_Single Clip Top RH Corner

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

BL

* SEE FRAMING PLAN FOR SETBACK

XBC-3 (TOP & BOTTOM) (6) 1/2" X __" BOLTS

*

CORNER COLUMN

OFFSET TO SPANDREL 9" WALL THICKNESS 8"

2"

SPANDREL (TYP.) XBC-100 (6) 1/2" X __" BOLTS

BRITTLE MATERIAL WALL (NOT BY CHIEF)

COLUMN SETBACK 9"

BL

WALL THICKNESS 8"

OFFSET TO SPANDREL 9"

21-WF Spandrel_Wall Inside BL_Single Clip Top RH Corner

NOTE: Attachment of brittle material wall to spandrel is not by Chief. If gap is present between inside face of brittle wall and outside face of spandrel, shims not by Chief, shall be provided at each attachment.

BL

* SEE FRAMING PLAN FOR SETBACK

XBC-3 (TOP & BOTTOM) (6) 1/2" X __" BOLTS

*

CORNER COLUMN

OFFSET TO SPANDREL 9" WALL THICKNESS 8"

2"

SPANDREL (TYP.) XBC-100 (6) 1/2" X __" BOLTS

BRITTLE MATERIAL WALL (NOT BY CHIEF)

COLUMN SETBACK 8"

BL

WALL THICKNESS 8"

OFFSET TO SPANDREL 9"

Cee Section Spandrel On Top of Wall

Cee Section Spandrel On Top of Wall

8 Inch Cee Spandrel On Top of Wall

NOTE: Attachment of brittle material wall to spandrel is not by Chief.

BL

8"

SPANDREL

XXX'-X"

(4) 1/2" X __" BOLTS

COLUMN

BRITTLE MATERIAL WALL (NOT BY CHIEF)

10 Inch Cee Spandrel On Top of Wall

NOTE: Attachment of brittle material wall to spandrel is not by Chief.

BL

10"

SPANDREL

XXX'-X"

(4) 1/2" X __" BOLTS

COLUMN

BRITTLE MATERIAL WALL (NOT BY CHIEF)

Cee Section Spandrel Left Corner-Top View

BL

* SEE FRAMING PLAN FOR COLUMN SETBACK

SPANDREL

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

1 1 2 "

*

1 1 2 "

BL

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

XBC-73

SPANDREL

Hot Rolled Spandrel On Top of Wall

Hot Rolled Spandrel On Top of Wall

8 Inch Hot Rolled Spandrel On Top of Wall

NOTE: Attachment of brittle material wall to spandrel is not by Chief.

BL

8"

SPANDREL

XXX'-X"

(4) 1/2" X __" BOLTS

COLUMN

BRITTLE MATERIAL WALL (NOT BY CHIEF)

10 Inch Hot Rolled Spandrel On Top of Wall

NOTE: Attachment of brittle material wall to spandrel is not by Chief.

BL

10"

SPANDREL

XXX'-X"

(4) 1/2" X __" BOLTS

COLUMN

BRITTLE MATERIAL WALL (NOT BY CHIEF)

HotRolled Spandrel Left Corner-Top View

BL

* SEE FRAMING PLAN FOR COLUMN SETBACK

SPANDREL

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

1 1 2 "

*

1 1 2 "

BL

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

XBC-73

SPANDREL

Hip-Valley Steel Framing

Hip-Valley Steel Framing

Hip Purlin to Purlin FIELD WELDED

Valley Purlin to Purlin FIELD WELDED

Eave Strut Connection Hip

Eave Strut Connection w Eave Extension Hip

Purlin Connection at Hip

Eave Strut Connection Valley

Eave Strut Connection w Eave Extension Valley

Purlin-Aligned Connection at Valley

Purlin-Not Aligned Connection at Valley

Purlin-One Side Connection at Valley

Flange Brace at Hip or Valley Rafter

Diverters

Diverters

Diverter Side View at Bldg Line CS Roof

INSIDE CLOSURE WITH TAPE MASTIC ON TOP 1/4-14 X 1 1/4" WT (6" C.C.) TAPE SEALER BY DIVERTER SUPPLIER CONNECTION OF DIVERTER TO STRUCTURE (NOT BY CHIEF) IS NOT BY CHIEF

1

BL

11"

DIVERTER

1"

CS ROOF PANEL

PURLIN

UPPER SUPPORT JAMB

EAVE STRUT

WALL OR STRUCTURE (NOT BY CHIEF)

Roof Framing Side View at Bldg Line CS Roof Diverter Framing

1

UPPER SUPPORT JAMB

BL

PURLIN

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

EAVE STRUT SPECIAL CLIP (PL- ) (4) 1/2" X 1 1/4" BOLTS SIDE SUPPORT JAMB

Diverter Top View at Bldg Line CS Roof

NOTE: USE 2 ROWS OF INSIDE CLOSURE W/ DOUBLE BEAD MASTIC TOP & BOTTOM AT PANEL / DIVERTER EDGE.

CONTINUOUS Z-PURLIN

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

SIDE SUPPORT JAMB

UPPER SUPPORT JAMB CS ROOF PANEL

1/4-14 X 1 1/4" WT (6" C.C.)(TYP)

* UPPER SUPPORT JAMB LOCATION

DOWN SLOPE

8"

1"

1'-7" 8"

8"

* 11"

DIVERTER

EAVE STRUT

TAPE SEALANT UNDER ROOF PANEL (BY DIVERTER SUPPLIER)

CUT OFF HORIZONTAL LEG ONLY AS REQUIRED, NOT VERTICAL LEG AT TALLER STRUCTURE (TYP)

1'-0"

DIVERTER WIDTH

TALLER STRUCTURE (NOT BY CHIEF)

DIVERTER ATTACHMENT AND WEATHER TIGHTNESS AT TALLER STRUCTURE (NOT BY CHIEF) IS NOT BY CHIEF.

REFER TO DETAIL BY THE DIVERTER SUPPLIER FOR ADDITIONAL INSTALLATION INSTRUCTIONS. REFER TO OTHER SECTIONS ON THE DRAWINGS FOR ADDITIONAL INSTALLATION INSTRUCTIONS.

Roof Framing Side View Corner Diverter CS Roof Diverter Framing

2

1

BL

BL

* GIRT CONNECTIONS NOT SHOWN

* GIRTS (TYP)

HEIGHT CHANGE ANGLE (A-20-H)

8"

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

PURLIN

SIDE SUPPORT JAMB (2) 1/2" X 1 1/4" BOLTS

Diverter Top View Corner Diverter CS Roof

2

NOTE: WARRANTY FASTENERS SENT FOR THE BACK-UP PANEL. TAPE MASTIC SENT FOR BACK-UP PANEL SIDE LAPS.

GIRT (TYP)(CONNECTION NOT SHOWN)

BL

* HEIGHT CHANGE TRIM

BACKUP PANEL

1/4-14 X 1 1/4" WT (12" C.C.)

CS ROOF PANEL

1

EXTERIOR WALL PANEL IS NOT SHOWN

BL

NOTE: WEATHER TIGHTNESS AT HEIGHT CHANGE END NOT BY CHIEF

1/8" X 3/8" BLIND RIVET (12" C.C.) TAPE MASTIC

TAPE MASTIC 1/4-14 X 1 1/4" WT (12" C.C.)

CORNER TRIM (CT)

JAMB TRIM (JT)(TYP) ANGLE (A-20)

1/4-14 X 1 1/4" WT (4" C.C.)

CORNER DIVERTER

8"

INSIDE CLOSURE w/ TAPE MASTIC INSIDE AND OUTSIDE(NOT SHOWN)(TYP)

TAPE SEALER AROUND PERIMETER OF THE DIVERTER / ROOF OPENING (BY DIVERTER SUPPLIER)

1/4-14 X 1 1/4" WT (6" C.C.)

1/4-14 X 1 1/4" WT (12" C.C.)

REFER TO DETAIL BY THE DIVERTER SUPPLIER FOR ADDITIONAL INSTALLATION INSTRUCTIONS. REFER TO OTHER SECTIONS ON THE DRAWINGS FOR ADDITIONAL INSTALLATION INSTRUCTIONS. STRUCTURAL FRAMING UNDER ROOF PANEL AND DIVERTER NOT SHOWN, REFER TO FRAMING DETAILS.

* HEIGHT CHANGE TRIM * REFER TO HEIGHT CHANGE SECTION FOR MASTIC APPLICATION

DOWN SLOPE

Diverter Side View Corner Diverter CS Roof

2

REFER TO DETAIL BY THE DIVERTER SUPPLIER FOR ADDITIONAL INSTALLATION INSTRUCTIONS.

BL

NOTE: USE 2 ROWS OF INSIDE CLOSURE W/ DOUBLE BEAD MASTIC TOP & BOTTOM AT ROOF OPENING / DIVERTER.

DIVERTER WIDTH

BACKUP PANEL (CONNECTION NOT SHOWN)

1

GIRT (TYP)

EXTERIOR WALL PANEL IS NOT SHOWN

BL

INSIDE CLOSURE WITH TAPE MASTIC INSIDE AND OUTSIDE

* HEIGHT CHANGE TRIM IS NOT SHOWN

CORNER DIVERTER

** 1/4-14 X 1 1/4 WT (4" C.C. AT PANEL / DIVERTER EDGES)

1'-0"

DIVERTER HEIGHT

8"

*

6"

3"

CS ROOF PANEL

ROOF PANEL IS FOR REFERENCE ONLY REFER TO ROOF PANEL PLAN AND DETAILS FOR CONNECTION. ** THESE FASTENERS GO INTO THE SUPPORT JAMBS OR PURLINS

TAPE SEALER AROUND PERIMETER OF THE DIVERTER / ROOF OPENING (BY DIVERTER SUPPLIER)

SIDE SUPPORT JAMB PURLIN

REFER TO OTHER SECTIONS ON THE DRAWINGS FOR ADDITIONAL INSTALLATION INSTRUCTIONS.