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C O N S U L T I N G
E N G I N E E R S Client t' lc €cz
3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 Job No. 2447 (C6 By
P 503.222.4453 503.248.9263 Q Date C) Ca Sheet No. 4- -1
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= 66o01 C (2- - - )C I A) = .5 50
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I ... v2x DECKING' PER ARCH
�Z >C II >C I
BEAM PER PLAN WITH
SIMPSON 'HUCQ612' HANGER 11
• 7 9 JOIST PER PLAN WITH SIMPSON
i i 'LUS' HANGER EACH END
P.T. POST PER PLAN
18" DIA CONCRETE PLINTH
• SIMPSON 'CB' POST BASE • ° — — — WITH (4) #5 VERTICAL BARS
.
WITH 4" HOOK
(3) #3 TIES AT TOP ' -
BALANCE AT 12" O.C. 3" CLR Q
1 cc
w • ROUGHEN SURFACE \), • • ' . • • `ZYT \ • OR POUR MONOLITHIC k . • ' • , ° • '
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v 1 i —� FOOT SIZE AND
t REINFORCING PER
re) Q
3" C LR
HELICAL PIER PLAN
FOUNDATION DETAIL
S20- 03.dwg 1" = 1' -0"
•
' I
SHEATHING PER PLAN •
STUD WALL PER PLAN
EDGE NAILING
P.T. 2x6 LDGER WITH 5/8" DIA P.T. SILL PLATE AND ANCHORAGE
x 4 1/2" EMBED EXPANSION PER SHEARWALL SCHEDULE, RIP
ANCHORS AT 16" O.C.
TO MATCH STEMWALL WIDTH
JOIST PER PLAN WITH SIMPSON JOIST PER PLAN IN SIMPSON
'LUS' HANGER EACH END JB' TOP FLANGE HANGER
:, W.- .1U " " - - I Ili ;"?..... ':: : '71'1.7." - -- ---„ i7 SHEATHING PER PLAN
x DECKING PER ARCH ,
x Xo x
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#5 AT TOP
;I - 30# BUILDING FELT
' •
#5 DOWELS AT 16"
O.C., ALT BEND m
m / . m
BEAM o
PER PLAN z . • . . •
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3" CLR -___________ FOOTING SIZE AND
REINFORCING PER PLAN
HELICAL PIER PLAN A
l'
6 FOUNDATION D TAIL
2 • S20- 06.dwg 1" = 1' -0"
STUD WALL PER PLAN
SHEATHING PER PLAN
P.T. SILL PLATE AND ANCHORAGE
PER SHEARWALL SCHEDULE, RIP
TO MATCH STEMWALL WIDTH
EDGE NAILING
#5 DOWELS AT 16" SHEATHING PER PLAN
O.C., ALT BEND � ___• _
JOIST
PER PLAN
`'1 #5 AT TOP
co vl
•
Z Z Q
5 cr • 4.'. • • : • • • • n •
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3" CLR FOOTING SIZE AND
REINFORCING PER PLAN
HELICAL PIER PLAN
7 FOUNDATION DETAIL
2 S20- 07.dwg 1" = 1' -0"
EXISTING STUD BEYOND •
STUD WALL PER PLAN
I 0 I �
SHEATHING PER PLAN i RETROFIT SILL PLATE
AND ANCHORAGE
PER DETAIL m
S2.0
EDGE NAILING I
— . 20
1 SHEATHING PER PLAN
II
II
I I.
EXISTING FOUNDATION
AND STEMWALL U
JOIST PER PLAN
9 FOUNDATION DETAIL
2 I S20- 09.dwg 1" = 1' -0"