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I "� I ( L3€�#gl_ 'if,j,-r ',t I .3 k a / MARK STEWART
° Erosion Control Fence
aLtz HOME DESIGN
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\ // AS i / DESIGN SUITE 309
_. . �,I SNERUJOOD,OR 91140
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Custom Design
.i _ }- 1 4. ( \— •— — — ` \� I , Builder Marketing
Q ' 1 '! s°� $7- /�/�, Interior Design
\\ i° -- \� °`sus°" / / Since 1982
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D ms`s � arsacopyrlehtad der Fi el Law
/1 11110
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\ 1` (V \ —1 / ` by Mark G.Stewart and Mark
�/ s° Stewart f Associates Inc.2006
CA
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_1_ _ �_ _L --i Important Disclosure
\ \ Erosion Control Fence ryry�� Please Read:
, W \\ The plans you have purchased are
° \ fordthe O circumstances
a ate home only.
\ m� \ al
V A !o build Rom these plans once lFfr
" once without 4'ro written coneant from
_ 1 the designerMark Stewart.These piens
I are copyrighted and It Is a violation
� \ of Federal copyright laws to reproduce
r"tl*-. N.Z. them. Mark Stewart 4 Associates
CITY A�^ IL _ e �� � IL will fully proedxute ANY violation of its
YW\ILJB - - copyrighted1 anore It is dplans.
F\\ -.- i )) ,�'n 9 /�l 9 9 Ii'lt is
l 1 .,.' ,e+ti g/ GOI'IPLETELY the sponslblllod ty ct if the
App.. edS`I a s�n i n - �� �� e �� 2 ,,2� I'0 1 1 e described herein,on any particular site
r contractor to construct the home
�...� ,. and within the confines of the governing
`,
�—'^ -.—„rte 90.7' —, 1 Jurisdiction.Mark Stewart r•Associates
4 r takes NO responsibility for the conformance
of this plan to Any coda or Any building
Date: \ site.
Initials: a.
\ \ •
cure.
2” Diameter 30'Canopy \ 2" Diameter/30'Canopy H&H HOMES
/ 2"Diameter/30'Canopy Maple n.w• LOT #12
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I 3'� P I Maple M-2902-LEG REV.
Project Name: Greensward South E LOT /
°lVN1O1J1 UNEzzoes
Site Address: 14480 SW 90th Ave.,Tigard,Oregon 97224' SW INEZ ST �ET #1? ; 111.
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Applicant: H&H Homes,LLC / '•�
M, ` �I ITE
19305 Suncrest Drive, i ,� SCALE : 1/8 �� 1�•/� ��
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West Linn,OR 97068 503-784-9198 --
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OREGON � ,
General Notes:
i TRUSS /
1.4/12 roof slope and std heels with 24"2x4 tails.
2.9/12 roof slope and std heels with 18"2x4 tails.
3.24"o.c.spacing (UNO).
4.Dimensions to outside of building(UNO). ...We're Just Better
5.Trusses may be shifted in field as req'd
without exceeding max truss spacing.
P.O. Box 5787
Haner Schedule:
-Tu ss EC to Truss J1G&J2G: LUS26 17900 SE Wallace Rd
-Truss J1G,J2G&J3G to Truss A1HM: LUS26
-Truss DA to Truss J3G: LUS26 56'11" Dayton, OR 97114
-Truss AVHM to Truss BAG: HGUS28-2 / 1Tel: (503)581-8787
-Truss AVH1 thru AVH4&A to Truss BAG: HUS26 , „ , „
-Jacks 33 thru 317&JV4 thru JV12: 22 7 f — 34 4 i
Bottom: LUS24(UNO) Fax: (503)399-8787
Top:Toenail(UNO) V
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Verification Required: 16.!
I +i ! *•I rl +"1 'iTitle of Person �
�0 71 �I ^ 1 ^ ^ ^ <Initial after verification: .
All Dimensions
PRI► .�
-Roof Pitches
Ceding Pitches �.
-Overhangs Ir lir Nrgr
-Wall Widths idiki i
- C
Plate Widths •VH1 41► I eV
-Bearings l��l : \ N
Beams r
-Spacing - I I ;{ V �j Oi
-Connections CO \ I1 i, ‘ +-1
N .$4\414W,Wi o M *IA 17
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PB1H5/AH5 16' 7"
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Truss Layout
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_o EB �� r DA Sales:Don T
v Designer:Silverio R
—EGE DGE
— — — - Date:6/13/2016
4' 0" 8' 0" 14' 0" 14' 4" 16' 7"
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