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A part of Section 12. Township 2 South. Range 1 West. Willamette Meridian.
Washington County, Oregon. sore particularly described as follows:
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Begipning at the southeast corner of the 1'icent J. Moran tract as described in `�{ -W&Q.
'u $o ok 216. i
X rage .25. Deed Records., "vhi-ct•� said corner is on the south line of said .c.�StJ� � �
0 Section 12, North 899 56' East 359 feet frog the .southwest corner,thereof; I •� f �,� _• -�, , S
„a thence North 89° 56' East along the south line of said Section 1'l, 150 feet; ��< .. a. ;1 ALL 13wt�S 1 i Z coco
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ortheast corner et:.thence .South 89° 56' West 15-0 feet. to ` fib ' n �, y rn ci P
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the. n, of the .30" West .417.7 fesaid Vincent J. Moran trdct; thence South 00 30' �'h1�ALLL`t_� 41Wt
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30" East along the east line of said Moran tract 417,7 feet to the point of 4
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61,100
EXCEPTING THEREFROM 'I'IIE FOLLOWING:
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A part of Section 12. Township 2 South, Range 1 West of the Willamette r . r - -• t` '` - 1_, I{0 I DD IT. i Z
i M•aridisn. Washington County. Oregon,more porticularly de^cribed as follows I t1
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Beginning at the southeast corner of Gca. Pecker tract ss described in $ook I ,•' i3� I -----~-- ����� �' .tel ICU Y, �� ' r
425. Page 706. Washington County, Oregon. Dees Records, said point being in the ! U r
center of S.W. Durham Road; thence West along said centerline 100 feet to a
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pairt: thence North parallel with the east line of said Decker tract 170 feet `
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to a point; thence East parallel to the couth line of said Becker tract 100 . �IQE I
lest to the east line r,,f said Becker tract; thence South along the east line to MYv��fi•_ 1�. ! ( �v5 _« �' /t/1 J -7-'�J v�( �"� r
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3 24" Fir 13 15" Alder 23 24" Fir 33 4,8" Ash 43 4" Alder (11) iso PO •17
d. 24" Fir 14 18" Fir 24 G" Ash 34 24" Fir 44 3,8,14" Mti[flO` � Zo
S 30" Fir IS 24" Fir 25 6" Ash 35 24" Fir 4S 9,9,12" Tlapie �(�
6 18" Oak 16 24" Fir' 26 6" Hawthorne 36 18" Cher 46 6 1 'r / y +
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7 24" Fir 17 12" Cherry 27 8" Ash 37 15" Fir 47 15" Maple � _ ; ! t- i :04- ♦1
8 12" Fir 18 12" Fir 28 8" Ash 38 12 Ash 48 6 Cherry ou)
9 1S" Fir 19 18" Fir 29 6" Ash 39 6" Maple 49 18" Fir _
10-Az_ Fir 20 8" Cherry 30 6,8,10" Ash 40 4" Alder SO 30" Gtl.k
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JUL 17 ' 90 9: 46 FROM COHPUTRUS INC TO TUALAT1N PAGE . 001 — --- •• __
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Report No.4211 a� ^fid s �, _ �� 9 � >: o
EVALUATION REPORT P �p� x1a . ,5l,ry a Nw pr�ae ast�!_d � t w �,
r,•...•nr C IUY IN rlll.•11uIF•.�rr•IIr Im April, 1990 ; s 6 g i s ;p 1l i �� p i d F •i 5 s i • U N Q
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'd a azo 'L CJ n v n e.. i• O .Filing Category:FASTENERS--Steel Gunstlt Platen (066) r E i s _ m a s �,�,N � C\ w
N N V :z N N y� fi • i a -• .o N vs w N ,� m p Q
- - — [a� sY; N ,sti : l+E 'r •2 $u _ 00 00 � w O
COMPIDTRUS TRUSS PLAT&S repo H comply with the 1988 Uniform Building Code, subject to the i�� b a^'� (p[j $b 1(]! a o^ o^ � \L � � � a�0 4 •e a•'c��•� � � uai z
folbwin conditions: ` 6 K f M Ib N " r N M Z gg o
2 `�a3b� a3 �
COAIPUTRUS,INC. g •+ •r• r e _.v ,; N N a tt o
1307•B WEST SIXTH STREET,SUITE 114 1. The connectors arc Installed as set forth In this report. - _ •; ILK�' w N N N N z ! Cr
./ el �ri m w i 44 -^ ,� •n•n W M n.n 'Y a r O
CORONA,CALIFORNIA 91720 2. Allowable losdo are as wet forth In'Ihbie No.!. $ u U S d d 0 ¢ - _ ';N bl ^, N w
1.Subject:Computrus Truss Plates. 3. The allowable loads may be Increased for duration or load In S u t; a u d
a w o
o cr Q LL
J P accordance with Section 2504(c)4. o 1 w O C
11, Description:A.General:The Computms Truss Plates are punched 4. Connectors are installed In pairs on opposite faces of the mem- - H � vt = _ °° I to _
from Nos. 18 and 20 gauge alvanized sheet steel meeting mechanical bers connected and are not Installed al locations where lanais , O z
gg • ^m r
requirernentxestablishcd in tl g.C.Stantlard No.27-I for A 446Brads A or occur• i Z p _ • • o Z of
higher steel. The plates have 9.4 teeth per square inch of plate, each S. Application of truss plates to wood memt -rs with a moisture a a < "
approximately 1/3 inch in length and approximately.106 inch in width.The content exceeding 19 percent requires that only 80 percent of the p m ti Z _.7 a o 7 °r a d w ! a o
teeth are punched in pairs,with each pair spaced 1/4 inch on center along the load valuts in Table No.1 be used.Plans submitted to the build- _ M y n o u w °z °
width of the plate,end.85 inch on center along the length.Alternating rows Ing official for approval must indicate a maximum moisture , , , w J ¢ m O LL , $ g a " LL
of teeth are staggered.10 inch from adjacent rows.The"CN"series plates content for the wood at the time of plate installation. °°o „ m , m o o _ , ¢ $ $ h O LL
are identical to the "C" series, except that ever third row of teeth is o 2 3 -` �� = w p o a z W w o _ .,
Y 6. Stresses of the net section of nisei plates are not in excess of the ¢ W _ D _
omitted. Plates are available in increments of '/: Inch in width, up to 12 values permlttd In Chapter 27 of the code.The maximum tensile u I W N „ N a �• 0 0 o N J w
r w r♦ Y O z't -1 tD
inches,and .85 inch in length, as required b the desi n.
The plates are ° ¢ o = a u u 8 <3 .l p a W a o
g q Y V P load is determined by multiplying the efficiency ratio times the z u$o 0 5 ( � N ¢ z gG W N ole
_ ¢ N n ° LL ° a 00 0 2 t •Tl = S
applied to trust men.bers in pairs on each face of each joint with a power gross area of the plate times the steel design stress. ° z 3 m ¢ c7 z • ¢ I N d ti00
In
press constructed in accordance with the manufacturer's specifications. q -C 4°`� 9: , o m w o ° o z a° o ° 7 °` rt a
7. Where one-hour fire-resistive construction Is required, see Cr o
B. 1989 Supplement to the U.B.C.: This report is unaffected b the < "C 3 4 , w o°$ M r a m c f\ m o c
PP p° Y Evaluation Reports Nos.1332 and 1632. �� • t " . . � V 1 ^ � � �� �d� „� � , , o ti
Supplement. C4 I
(1, Ibe allowable load values are recommended drily when plana, < ° 2 3 -N N N o - -� a °y • G 1 W cc O to `^ D In
C. Identification:The Computrus series C plate is embossed with the truss designs and calculations are submltted and accepted by the ° o 0 ,Ps 11 I o < S N M M x � ncc
let ter"C:"for the No.20*auFe plate and"CIV for the No.18 gauge plate. building official as showing compliance with the UnUsrm Build- O N O on 0 ° * "' aD 4 N .Y , LL o
Ilu No.20 gauge CN series Is Identified by the letters"CN"cin on Ing Clx1e and sppttrrlf)'Ing that fahrlcatlon Insper.tlon will i�pea ^ g ti as W -`'^ ° ro V O o "° Cr
0
the plate,and"CN 18"for the No. I8 gauge plate. vi ed In accordance with Section 2510(r)of this code. , N v -U ,°,° ° ^ ° '
F= 9 ::i
111 Evl•!ence Submitted: Descriptive literature, details, calculations 9. Trusses are Individually designed in accordance with recorslxed W u� u � � 3 � � a � � g g � m � o
LL r O Z
and load tests are submitted In compliance with U.B.C. Standard No. engineering principles. LJ
`JI y O N 1� z oo " ; u r� m r'4 1- ,
15 17. $ "
Findings /' y Li , ° ".N". f , O K
,s C'J Q a n u u sa Z N
IV. Findings: That the Computrus '[Musa Plates described In this This report V subject to reexaminatlon In luta yeah. o H .:i a lit ti " cr CL ,
Q W U W N ll
1 pp = N m sm o W O o
p C y m Cr
In uJ
O NLL
u
M (D lU v u LL I L Q]
U O $ u u A N n•O ,°i u n rLl
TABLE NO.i-ALLOWABLE LOAD IN POUNDS PER SQUARE INCH OF PLATE CONTACT AREA r N
.U.. O S
U
Efi1C1ENCY RATIO
LUMBER SPECIES N ► n i �y vJ6i r .W.l „M CV
u ] O
SPRUCE—PINE—FIR NEM—FlR SOUTHERN YELLOW PINE_ DOUGLAS nWLARCH IN PERCENT ¢u, N N
Dlsocllon of lord with Dlrrcllon of lord With G:rrctlon OI Lord with phtrtllon o/Lord with Of, Uon of Lob wfih O^_I W .N• ^: ' u u h u v t] J
Rrrpecl to IM Length Rrepeci to lM Length Resp.-t to the Length Roo to the VAVh neapeet to the Length N U N r " .ul. x w
< Al A U N N
o11M pltlr of Irtr Plate d the Plate v1/M I1rM d IM/lair =N i
TYPE OF N _ O
PLATE 0'l0 4a' fo 110' 0'to 4G' 4P Io eC' C to 14' 4a•to tla' Cr to 4a' 4e•to aa' 0' ta' H N ry t
tT N
_ O Q v t Q
C 165 146 16S 146 204 161 204 161 59 42 ; q = b
CN 110 97 110 97 136 107 136 107 74 42 u N
" O U
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O p O N r'� Q H
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N IW-r r'1 m I N N N I 17 11 1 1 ` a N Spry J. Co
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T. V. BPx1 N
. S. o� i14 rW...jjNu '0'0 'a u W
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PFs Lake Oswego, OR to , A ° G R {Tr1
U.B.C. Standard 25-17 F1- 4 4 to(JJ
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Sect. 25.1738 81 39 a s ' o q 2 m L)
CL Y y _yc Q 4 o n m MSM = � o
C + 1 fA C - r•1 m
G 'N th1 J N N N Q to f�. u Y Y YJ„ .O 1 ar
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9 LU1 N O ..
Evaluation reports of ICBo Evaluation Service,Inc.,are issued solely to provide Information to Class A members of IC80,utilizing the code upon ^) " ° o 0 o G E U,T y '' o C, ^ ' _ a
which the report 11 based.Evaluation report/are not to be construed as representing assthstics or any other attributes not rpec(jically addressed nor at • z u u u 1 J ; N
an endorsement or recommendation for use of the subject report. N N N " y w t • yy L
0. N N J rt I .°.° a V VI W U LL o -E
N r LL 0
This report u based upon independent fesu or other technical data submitted by rhe applicant.The ICBG Evaluation Service,Inc.,technical staff has = LL o 0
reviewed the test results and/or other data,but does not possess test facilities to make an independent verificalion.Then it era warranty by/C80 3 ~ v v L ao ¢ 0
Evaluation Service,Inc.,express or implied,as to any "Finding"or other matter in the report or at to any product covered by the report. This U)
LO disclaimer includes,but is not Limited to,merchantability. co
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** TOTAL PAGE . 001 **
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GENERAL NOTES AND CONDI TIONS:
A APPROVAL OF LAYOUT CONSTITUTES ACCEPTANCE. ANY
ADDITIONS OR DELETIONS MAY AFFECT FINAL PRICE.
B T. V B. S. IS A MATERIAL SUPPLIER, NOT A
SUBCONTRACTOR, THIS LIST IS NOT PNOJECT; �;� 44•-,��Y. .� �i~I I�1"��. C
GUARANTEED TO COMPLETE YOUR JOB. PURCHASER MUST ROOF A FLOOR 1 RUSSES LOCATION
VERIFY GUANTITIES, SPECIFICATIONS AND DIMENSIONS. GLU - LAM BEAMS
SCALE: APPROVED BY: DRAN�N BY
T.V,B,S. GUARANTEES MATERIAL AND WORKMANSHIP. LUMBER
WHEN FACTORY ERROR OCCURS, WE MUST BE GIVEN THE SIMPSON HARDWARE DATT: REVISED
OPPORTUNITY TO MAKE THE REPAIR, NO BACKCHARGES
TUALAI'IN VALLEY $UILDER'S SUPPLY
CEDAR PRODUCTS ARCHITECT;
ARE ALLOWED WITHOUT T•V.B,S: PRIOR APPROVAL. 5930.1eerRd Lake Oswego OR 97034
Contrectnr Service Center — 935-7731 WINDOWS & DOORS
C CONSULT ATTACHED T. P. I. 76 GREEN SHEET FOR PROPER Truss Plant -- 635-7731
Store JOB NO CONTAACT9A;
CRAWING NUM0911
tF70D S W Boonee Ferry Rd l I jor,- - �
INSTALLATION PROCEDURE$, w o s7 �- of J1 V
8345 SW Durham Road Mailman 1
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