Text on the drawing
T.O. ROOF CLT PANEL MECHANICAL EQUIPMENT 5/8" ⌀ HDG LAG SCREW AT EQUIPMENT ANCHORAGE LOCATION, 6" MIN SPACING AND 24" MAX. SPACING BETWEEN BOLTS, MAX. UPLIFT CAPACITY = 2500 LBS ASD WITHDRAWAL, 550 LBS ASD SHEAR. PROVIDE MIN. REQ'D ANCHORS OF UPLIFT AND SHEAR FORCE. PROVIDE 2-1/2" MIN END DIST TO END OF CURB AND GLB EQUIPMENT CURB BY OTHERS PANEL EDGE WHERE OCCURS TYP CONN CLT PANEL TO BEAM SCREWS C L 6x6 MIN PT DF SLEEPER ALONG MECH EQUIPMENT CURB / SKID GLULAM BEAM PER PLAN 6" EMBED NTS 8 MECHANICAL EQUIPMENT AT BEAM
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