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PE9MIT NO. –
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Bi: _Aid— Date: fo--1::_____
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c- POST TO BEAM CONNECTION LEDGER CONNECTION
4X8 PT
Beam ___ ® X 0 A
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H ' — ail per
Approved Simpson Manufacture's
Bracket BC4
instructions
2' * Two 3/8 "X 5" Lag scres staggered
24" O.C. entire length of ledger
Connection 4X4
3/8"X5" lag PT .60 * Approved Simpson joist Hanger,
nail per manufactures instructions
* 2X8 PT Ledger
‘1 N\ 2'
Knee Bracing
4X4 PT
Lagged to post & beam
NOTE: Not to scale
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2X8 PT 2' O.C. 2X6" #1 C dar
II Il i II II I I I II II II II II II
4X8 PT
4X4 PT f
Knee Braces o
Max
8'
Span
41- 4X4 PT .60
Ir TYP Concrete Footing
deep
8" concrete under post
�6 106 XIb
CEDAR HANDRAIL
Gap Max = 4"
8' Max Section Between Posts
2X4 Cedar Rails 2X6
# Cedar I
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36"
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1 I I I I I I_,
D' FRAMING
4X4 #1 Cedar 2X2 #1 Cedar 1/2 "X5" Lag Screws
Through Framing