Plans 44 7-7-011_- 00666
610 7/- sI RECEIVED
MAY -8 2012
��GI I.IIDI G DIVISION
SHEATHING SCHEDULE: BOTTERON ADDITION LATERAL Design
Roof Sheathing: 1/2" plywood (32/16) or APA rated sheathing
(Oriented strand board (OSB) or plywood okay) BOTTERON ADDITION
With 8d corn nails at 6" o/c all panel edges Tigard, Oregon
And 8d corn nails at 12" o/c field.
(Edges may be unblocked for shear) (240/180)
Dorthe Bugbee - Designer
Floor Sheathing: 1-1/8" plywood (48oc) or APA rated sheathing
With 10d corn nails at 6" o/c all panel edges
And 10d corn nails at 10" o/c field.
(Edges may be unblocked for shear) (285/215)
Exterior Walls: 1/2" plywood (32/16) or APA rated sheathing (See Note below)
(Typical) With 8d corn nails at 6" o/c all panel edges DESIGN LOADS: (2011 ORSC)
And 8d corn nails at 12" o/c field.
All edges must be blocked. (260/365)
Wind: 95 mph Exposure B
Anchor Bolts: P.T. 2x6 (min) sill plates with 5/8" dia X 12"Anchor Bolts at 48" o/c.
(Typical) Provide plate washers between nut and sill plate: PL 1/4" x 3" square. C Seismic Design Category D1
Hurricane Ties:
Connect each truss to each support °`'A CTU �l
with (1) Simpson "H-3" or"H-2.5"tie. o PRP
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Note: Wall sheathing must be installed "continuously" (above and below all openings), typical.
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Job No. 6124
Tim Covert P.E.
Structural Engineer TIM COVERT P.E. STRUCTURAL ENGINEER
1750 SW Skyline Blvd #221 1750 SW Skyline Blvd Rm 221 Ll
Portland, Oregon 97221 • Portland, Oregon 97221 Phone:(503) 228-0426
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1/2" plywood one side I I
installed continuously... -----
1/2" plywood one side
above and below all .4 installed continuously...
4%q 11 openings, typical. above and below all
Aopenings, typical.
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HOLD-DOWN NOTES:
A = Simpson "HTT4" hold-downs w/ Simpson "SSTBI6L" Anchor Bolt.
v T ° q Provide double 2x6 (min) end studs at these hold-downs.
PROlts
�� G NR "? 4 OVER-ALL BRACE WALL PLAN :
- Tim Covert P.E.
x'9381
Structural Engineer -
1750 SW Skyline Blvd #221 OREGON L2
Portland, Oregon 97221 '"•.0-2z.,41-'
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1750 SW Skyline Blvd #221 '"�
Portland, Oregon 97221 �OREGON r EGON� - � At L. 3
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Structural EngineerYline Blvd #221 �' ri
1750 SW Skyline OREGON ( „ � l „
Notes Provide corner bars 44 x 24” r-24
Portland, Oregon 97221 ``r==.`°'' at ALL continuous horizontal bars
//M CO\fi \ at ALL corners and intersections .
RENEWS 12-31- P.DU