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Home My WebLink AboutTRUSS REPAIRS 3 - 22-00269 - Hibbard Elementary School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ob#PER230545 P.E. Robbins, P.E. 1777 State Route 167 Victoria IL 61485 6' 8' 8' Repair for broken/cracked top chord form top chord splice joint 5 to between joints 6-7. Insert 6' 2x4 #1 DF or SP for broken/missing section of top chord starting at top chord splice joint 5 cut to fit as shown. Attach 8' 23/32" 48/24 span rated sheathing to both sides of truss centered on top chord joint 6 as shown with 100% PL400 glue contact and (2) rows of .131" x 2 3/8" nails at 3" o.c. into all members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ob#PER230545 P.E. Robbins, P.E. 1777 State Route 167 Victoria IL 61485 Repair for split/cracked top chord joints 4-5. Attach 8' 23/32" 48/24 span rated sheathing to both sides of truss starting centered on joint 6 as shown with 100% PL400 glue contact and (2) rows of .131" x 2 3/8" nails at 3" o.c. into all members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ob#PER230545 P.E. Robbins, P.E. 1777 State Route 167 Victoria IL 61485 8' 4' 2' Repair for split/cracked bottom chord joints 16-17 and broken top chord splice plate at joint 5. Attach 23/32" 48/24 span rated sheathing to both sides of truss starting 2' down from top chord splice joint 5 as shown with 100% PL400 glue contact and (2) rows of .131" x 2 3/8" nails at 3" o.c. into all members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ob#PER230545 P.E. Robbins, P.E. 1777 State Route 167 Victoria IL 61485 Repair for broken top chord at splice joint 4, bottom chord at splice joint 14 and broken diagonal web joints 3-15 with plate damage at joint 15. Attach 8' 23/32" 48/24 span rated sheathing to both sides of truss centered on bottom chord splice joint 14 as shown with 100% PL400 glue contact and (2) rows of .131" x 2 3/8" nails at 3" o.c. into all members. 8'