Building and Safety Division • Public InformationCounty of Ventura • Resource Management Agency • http://www.ventura.org/rma/build_safeMain Office • 800 S. Victoria Ave, Ventura, CA. 93009 • 805 654-2771East County Office • 3855-F Alamo St., 2nd Fl. #2091A, Simi Valley, CA. 93065 • 805 582-8064

DETACHED GARAGE (40’ X 25’ MAX.)

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June 29, 2009

SHEAR PANEL NOTES:

1. ROOF PLYWOOD SHEATHING WITH BOUNDARY NAILING.

2. SEE X-SECTION A-A AND DETAIL B FOR FRAMING AND SHEAR TRANSFER REQUIREMENTS.

3. CONTINUOUS DBL TOP PLATE.

4. 2 X STUDS @ 16” O.C.

5. 2 X CRIPPLE STUDS @ 16” O.C.

6. PANEL EDGE NAILING 10D @ 3”.

7. GARAGE DOOR HEADER 4 X DF #1 MINIMUM.

8. 4 X 4 POST U.N.O. 9. (1) STRAP OF 1000 LBS. CAPACITY EACH SIDE OF POST.

10. 1/2” PLYWOOD STRUT 1 10D @ 3, 3, 12. (EDGE NAIL ALONG POSTS, TOP PLATE AND PANEL EDGES.)

11. HOLD DOWN WITH MINIMUM UPLIFT CAPACITY OF 1800 LBS. (MUST BE ICC APPROVED)

12. 3 X SILL PLATE.

SHEAR PANEL DETAIL - D** IN LIEU OF THIS DETAIL, ANY ICC APPROVED SHEARWALL SYSTEM MAY BE USED

WITH HOLD DOWN UPLIFT CAPACITY OF 1800 LBS. OR MORE.

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HEADER SPAN TAbLE D.F. #1 AND bETTERSPAN SIzE OR SIzE

8’ 4 X 8 6 X 810’ 4 X 10 6 X 1016’ 4 X 16 6 X 1618’ 4 X 18 6 X 18

June 29, 2009