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TYPICALSHEAR WALL DETAILS
,I W'I%
Root sheathing ,
s
.... , ....kl 2
Root ratter Or hats .
RBC clip required at blocked
diaphragms lsee RBC schedule)
,
' ! n"'''.
_ Simpson HI Clip @ 24"0 c.. 0 ". t
't j,,,... "
Sheathing see schedule --- "..t . . Boundary flaking.8d
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44 \ i 777 t ki
7,7 C2.oF.0,...4 -to c 4'GO '
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1 web blocking „._ s..k.,.. t. Shealtang 1 ----i
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break ' , / (' ABC SCHEDULE
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I Blocked diaphragms only
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, •_,__.- - -Edge rolling -, ..i • ______=.1____- .....
,
Edge naihng ' ,- , I I '----------4'. -j, • 2 0 studs ....s. biOd @ 4 1 j 12'o c
.i.7,443.7 sn.cos. SheatnIng ,.. ., e, I Sheathing.see 2cES:ho'19:eanttughtnadp:;:g:,,,!:„.. -11-.1,-_-__t.1jit,jjt /7/
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2 x studs --", .1111/4.--/
. Rafter/Truss at eaves
RE
SECT C C
-- 04116d each side. --- . , Scale 1-u 1'0'
' .
Interior shearwall parallel to trusses Beveled blocking al brace
Floor joists parallel _.
Interior shearwall perpendicular to trusses .
-,, t'"•4
Scale I"=l'0' Boundary netting into lookouts or
ttlstitts-rt Necking adiacent to brace - ,t,„,, t,
Sheathing see schedule --.----s, ut 001s0fl0 @6 etcj\ 1(tiO'b- \
INTERIOR ROOF DETAILS 2x studs „---__,t jt.
- !
'", I king with shear nailing .,
into top chord. I
, t t =1)
) ! ...t. '
Streuroarhog
Floor shear/mg .
• 1,,,
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16d6'o c
2x blocking wrth Shear ‘4:b)
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le 1
Floor Shealhillg Upper lloor edge making --,=„ 5I : , /11.1.4
r.illng . k
end top plate See schedule , Nailing to match shear soul Edge nailing /.--
\`" i /2!,/ 5ii 2 x 4 angted brace --- jt , ,s.";1:
;st t .
edge nailing requirement ..{..-__'. ,iSe....1,41.1... 1._ Sheathog to match .
Nailing lo match shear wall wak below 13 ar.'
/ / ( '1
Shear nailing see 2'max r ...kV i ' 1 e...kr "J 1.1........
j! ,./1 edge wing requirement sChedule
Sheathing /t/o2., 1"' Stiffener may be omitted
J ' . I ' ! t,A • .• .
Floor sheathing
'
1 II brace is less than 6'
r.' ,/ . 2x blocking break
1 / i I .
: SECT. AA
.
2'max -allt111 _I
Framing clip(see
schedUle) ! ! s/// ,/, 1 ; 1
- - t ' ' • s.Al ;' .
Seale-1.12'=11s0-
Il t .1
1.1 ' se j!/1-----' 1
Lower tarot edge nathng / ' ,
s.' li I1 Lower Moor staggered jj
ti !tt ss• 'N't !-
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ci t iedge nailing - -..o.„/ . ... l
e , Edge earIng Sheathing -----• ,
,.= ......J Jj
Connect pist to blocking
2 4 stuSheathing ds 1 Boundary nailing into btockeig--,„ j s
t li with shear nailing 2x blocktng / / 1.,,,, - Edge nailinT tg 1!..;
Ptd Wen g o**- Ji
2 x studs t 130 clip
Edge Narling or lowl S • Structural sheathing080 ct -
Top chord u,.....1).
,. Shear rsailing See '
2o studs 2 x 4 angled braces 48-o t .
! ,.,,.„--,ftt\I ...
chedule 't!
' 1,. ..
i sli .,.. - 1 ..._.-+ Floor post Jj\-. , ,t\,c
ituut
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' Floor joists perpendicular ;., . ,...,_....
.
:.-----..
Structural Sheathrng
1 t Scale 1.=l'ko 2 0 4 angled brace - ----
1 Cuieiwi
(4)16,1 blocking to brace -•- leiu.wrill
o o.„i_ Gable end end trUSS SECT: 8..0 .__,Zt
Parallel to joists w.,,,,,, Perpendjoular to joists Wal,... EXTERIOR UPPER Scale 111,0' scale.r I 2' F017
Scale 1'=1 0. Scale 1'=11.0-
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INTERIOR UPPER FLOOR DETAILS FLOOR DETAILS EXTERIOR ROOF DETAILS
. ...--:
.,..,... ,........g
liwuJiiii
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2x Studs - ,
'
I"; 2a studs .- 4_.. -
J 1 ,
Sheathing see J i Modest with anchor !
-
Sheattung see ` ' Walk wail anchor! ,
, . s 1 i l,... '
schedule bolls.see schen:We
Jl ,....tsc,..1,--..Aer........,...7 t 'ch.". - - ' , / bolts,see schedule
/ p-Ir......1' '.
Sole plate with shear .1 7 Decking S.E.c,0.4, ,,' 1 2x studs ---1 , , 1
Sole plate with shear 't.; ;t peckolg
/ ii...c5.5.
7‘3 nailing see Schedule it / i'
naking see schedule -----. 600 sCskek.o.ne•.-.." ,/o 61MPSO".„8.e'S'i se Sheathing see f= 1
$ "i*
, Edge nailing I.,
! so.mak/ iik. // Mucts8.see schedule I
7 I-„/.7774.11.7PS47-7,. E' ,:,,
4 13.7. ' 7- ' itEE J. J.J'ellisi..£ tor requirements- -----. r. ==
1- ( !! ; I
Edge nailing ----.-. ,
floor to moduli H i- ..,..
Ecidr.nni...na-.` • i Iss .'.,,!,,,--so J$.07-'7 75.- 25*SNOW LOAD
sses natIMg,
:t.,,,..--. eke ecoeso,ok. ! l,j,
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Interior post and beam Standard A.B. Detail Garage slab Post and beam Gaders hush with mutisal 2230( E
.......__......... .... ____
Sue 15=1'0" Scale I 0,=1'O. Scale 1"=1 0' Scale '"-I 0' L3
INTERIOR FOUNDATION DETAILS EXTERIOR FOUNDATION DETAILS Rocs
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BUILDER: MASCORD 2230E :-15-2016 �11 unik
ABOVE PLAN PROVIDED FOR TRUSS
-- —__-_ -- PLACEMENT ONLY.REFER TO TRUSS
LOT: 1 SUBDIV: CSOKAS PARTITION LOAD: 25.0,7.0,0.0,10.0 CALCULATIONS AND ENGINEERED & TRUSS COMPANY
STRUCTURAL DRAWINGS FOR ALL
FURTHER INFORMATION.BUILDING
DESIGNER/ENGINEER OF RECORD
RESPONSIBLE FOR ALL NON-TRUSS
SALES: JT
TO TRUSS CONNECTION.BUILDING
DESIGNER/ENGINEER OF RECORD TO 10515 SW ALLEN BLVD.
REVIEW AND APPROVE OF ALL BEAVERTON,OR 97005
71GARD, OREGON DES: ECR DESIGNS PRIOR TO CONSTRUCTION. PHONE:(503)858-9663
All designs are property of Pacific Lumber & Truss Co. All designs are null & void if not fabricated by Pacific Lumber & Truss Co.