BRACED WALL PANELS - City of Bremerton

More documents

Recommendations

Info

FIGURE 6:PRESCRIPTIVE ALTERNATE BRACED WALL PANEL(per IRC Section R602.10.6).2'-8" minimum2 - 2x Top plates.Stagger joints 4'-0" min.Nail 16d at 16" oc.2x studs spaced 24" o.c. max. End nail studto top plate with 2-16d nails. Nail stud to sillplate with 4-8d toenails or 2-16d end nails.Wood structural panel sheathingminimum 5/16" thick for studs 16" oc.and minimum 3/8" thick for studs 24" oc.Sheath one side for single story, orboth sides if on the first of two stories.10'-0" Max2x Blocking installed against sheathing andnailed to studs with 16d nails. Nail sheathingto blocking and all panel edes at 6" on center.Approved steel hold down device.Install and fasten per manufacturer'sinstructions. 1800# capacity required forone story and the second of two stories,3000# capacity required for first of twostories.2x sill plate nailed to joist or blockingwith 3-16d nails in every 16 inches of plate.1/2" diameter anchor bolts with min. 7"embedment and 3"x 3"x 1/4" galvanizedsquare plate washers required. Two boltsrequired at quarter points for singlestory, three bolts required at fifth pointsfor two story construction.Approved floor systemApproved Foundation System*Nail sheathing with 8d common or galvanized box nails spaced 6" on centerat sheathing panel edges and 12" oc. in the field.#62—BRACED WALL PANELSPage 6
FIGURE 7:PRESCRIPTIVE LATERAL RESTRAINT PANEL2'-0" min.4x12 Header min.2 - 2x Top plates.Stagger joints 4'-0" min.Nail 16d at 16" oc.Nail sheathing to headerat 3" on center each way.Double 2x studs spaced 24" o.c. max.End nail stud to top plate with 2-16d nails.Nail each stud to sole plate with4-8d toenails or 2-16d end nails.10'-0" MaxMinimum 3/8" sheathing, ( APA rated 24/0,exposure 1- contact material supplier fordetails. Shown cut away for clarity).Nailed to all studs, headers and plateswith 8d nails at 3" on center.Approved hooked-end wood to concreteconnector (hold-down) installed on each endof panel. Fasten connectors per manufacturespecifications to develop min. 2400# capacity1/2" dia. anchor bolts with minimum 7"embedment, and 3"x3"x1/4" galvanizedsquare plate washers.Approved Foundation System*For use only in garage and shed end walls.If a floor intervenes between foundation and braced panel, the plywood shall overlapthe rim joist and sill plate. Provide holddowns, bolts and plywood nailing as shown.#62—BRACED WALL PANELSPage 7
Page 1 and 2: Bischof Dr. Markus DrögeEvangelisc
Page 3 and 4: FIGURE 4:TYPICAL PRESCRIPTIVE BRACE
Page 5: Alternate Braced Wall PanelsIn brac
Page 9 and 10: Exceptions to the General Rules:Ple

BRACED WALL PANELS - City of Bremerton

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?