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CITY OF TIGARD
LIABILITY Approved 0
The City of Tigard and its Conditionally Approved . ( ):
For only the wok< as,describAd in: a c t •-.,
employees shall not be
Approved plans
shall be on job site. responsible for discrepancies See Letter to: Follow ( ):
which may appear herein. ,Attqcli. 0
pp Job Address: I -1 1 ): I f V‘UC 1 r r
_. By: ,..i. _ Date: @Ora
•
OFFICE COPY
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• - • FLOORS
Full depth gusset \ ` -�� ' -- - d . "-
both sides @
splices, full post • width. // " , ''\,_. d
SPLICE Nails & screw penetration POST 4' OR LESS
8d, #8 =1
Gusset both sides Poll width of post
lOd, #10 =1
1 - � — � - ----- Gusset both sides full width of post
j • d End or ::dtce �
POST 8' TO 14' POST 4' TO LESS THAN 8'
•••• • • • ••••
NOTES: • • •••.• •
I. Details shown apply when there is full perimeter foundation walls. ' ••••• • .. • • • •
• 2. This is an acceptable practice pertaining to Sections R407.3 and R502.9. •
•••s • • .
• • •
•••• •
CONNECTORS: • • • •
•
••••• •• * • • •
1. Quantity as shown on details. •• • • • • • •
2. Gusset plate: %z" structural sheathing •••• •
or I X 4 wood lumber min. •••••• •
or 16 gage (0.0598 ") steel plate min. • • • • • • • •
3. Nails: 8d for '/" structural sheathing or I X (varies) nominal materials. •••••• • • • • • •
I Od for 2 X (varies) nominal materials and larger. • • • • • •••• •
4. Wood screws and staples are an acceptable alternate. • • • • • •
• • • •
Exception: Girders & posts supporting exterior decks not exceeding 18" inches (457 mm) in height are not required to ••••
be laterally braced or have gussets at post and girder connections. (see Section R502.2.1)
FIGURE R502.9
POST AND BEAM CONNECTIONS
2005 OREGON RESIDENTIAL SPECIALTY CODE 5-11