HomeMy WebLinkAboutEngineer's Framing Repair Letter 02.01.24Boise Cascade
Joist: 11718" BCl6000
Loading: 40 psf LL / 15 psf DL
Spacing: 16" oc
Span Length: {3'-0"
Wood Products
Gontact: Randy Long
Email: alwaysonelectric@hotmail.com
Phone: (970) 3009-2616
Date= 0210112024
v 3'-0u
(1)T116" OSB/plywood
on either side of joist1
A< -,
A<-l
Existing web holes
to be covered by
reinforcing
lnstallation Notes:
1) Apply construction adhesive to cover all contact surface area of the reinforcement with the
web of the joist.
2) lnstall reinforcement tight to topside of bottom flange. Provide 1/8" to 114" gap between
bottom of top flange and top of OSB/plywood reinforcement
3) Fasten reinforcement with (3) rows 10d nails or #8 Screws at 4" cc, clinched & staggered.
NOTE: This certification is for an individual building component only and not for the building system as a whole. The
component design as shown is based upon loading and dimensions provided by others. The project's design
professional of record is responsible for determining that the dimensions and loads for the component match those
required by the structural plans and by the actual end use of the component. Verification of framing methods, bracing
design, support conditions, connections, etc. is the responsibility of the project's design professional of record. THIS
REPAIR VALID ONLY FOR THE BOISE CASCADE ENGINEERED WOOD PRODUCT LISTED ABOVE.
t
1
$ s-
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o
(E(,
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Clinched
Nails
Web
damage
Section A-A
Boise Cascade'
ENGIN EERED WOOD PRODUCTS
Christopher D. Olson, S,E,
Boise Cos.ode EwP
Western US Region Ptoduct Engineet
866.526_0113
0210112024
IR-7] Web Restoration Page 1 of 1
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