Special Features

Eave Strut to Bypass Col w 6-8 Flange Joist and STC-MSC Roof Trans Exp wo T-Spcr

*** NOTCH AND FIELD BEND TAB ON RAKE ANGLE, FASTEN TO EAVE STRUT LIP AS SHOWN NOTE: CONNECTION OF XBC-96 TO SLIDING EAVE STRUT IS NOT SHOWN IN THIS SECTION

** MAINTAIN 2 1/2" BETWEEN FIXED AND SLIDING EAVE STRUT DURING BUILDING ERECTION SPECIAL PUNCH 9/16" HOLES AT 1 3/8" DIM A AND 4 1/4" GAGE IN BOTH EAVE STRUTS

* FINGER TIGHTEN 1ST 1/2" DIA. NUT TO HARD WASHER, WRENCH TIGHTEN SECOND NUT TO FIRST NUT TO CREATE A SLIDING CONNECTION

(2) #12-14 X 1 1/4" FIXED EAVE STRUT TOP OF PURLIN LINE

1

4 1 2 " 1 1 4 "

(2) #12-14 X 1 1/4" (TYP.) (WALL COLOR) RAKE ANGLE (A-20-B)

CL

REF PT

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

ROOF JOISTS *** SPECIAL RAKE ANGLE (PL- )

1 1 4 "

1 3 8 " 4 1 4 "

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

EAVE HEIGHT

EAVE HEIGHT

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

SLIDING EAVE STRUT XBC-96 * (2) 1/2" X 1 3/4" BOLTS

FIXED EAVE STRUT

3 1 4 "

**2 1 2 "

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

XBC-96

w/ (2) NUTS AND (1) 1/2" HARD WASHER AT EACH SLOT (BOLT MUST BE CENTERED IN SLOT)

SEE ROOF JOIST GENERAL DETAIL PAGE FOR SPECIAL RAKE ANGLE ATTACHMENT TO JOIST AND JOIST BOLTING TO FRAME COLUMN OR RAFTER

FRAME COLUMN

SECTION