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990
JUN
a
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3P['.1"J'CIFIQ\T1,.)N3 FOR DO(JGHTY B1 ! I_'1- ,;)10G
11 oposed for 11 - 74 So-W. Pacific ! -hw�1,-Ti
I L-) -1y
Ti�*ard Orer-ron
LO C2hT i Z.-,e b,.i -Jldi:-i , to be built on rear scctim of tILC SOUtll.Least
portion of tax lot 1600 A. 421 3y 60 1 = 2520 sq ft .
Lot size T1. 1200 sq ft. . A-,�prox . 80 ucrcs .
. � L-
...0 _e ; Refer to Plot Plan.
'ILDL.,"G
to be as plan prer)ared by 13nrvineeri-r-i�r, Servio.-I-es
Ji-ily 1 1971 Copy SublidtLed
EN.""TE,"I OR Back wall ( south ' anO left wall ( nor-+u-h) to be
w. 0 8 t ncre-L-c blocks With K webbing instz',lledto
7
Cit-, of Tigard speci ications . Tine wall to be,
11 ft lii�.-h with plate bolted to top T-faicln v7ill be
Inst Ilct-f" by th.e brick mason . This will be
a toteal of lf-/'2 linear ft .
Front wall Tl to front wall will I)e of wood construct-
ion. It 77111 be 2 by 6 =^ith 1011 renters extending
J-
on north an(]' wcsL. side of b-,d1dinr,, , It is to be
(.0
11 ft to corre- ,,.;p0fLd viritt, -cA.-Ic. block north wall .
L
F 11 411 S1 I GL-a- ded G11c,--.tinrf of plywood Tj J_ 1 bc t'le
underlay . Texture I - 101 ceder face siding with
a 1+11 errooving will be used for the exterior.
C)
BEAMS '.Me roof betartis to be &UUOrl.) TRUSS CG A scissor
type with a s,)CElcing of 2411 canters . RE F74'R -20
'UnTOM WOOD COMPONENTS
1,17 plan 0
included in this STPecif icf-:-�t ion .
Floors to be concrete L,01 tisinr 61;6 - 10 ;
(2 )
Ali l-1 be of gal.v . material with 4 doi,Tn spouts
in tal_led to drain file to ditch. - Note ; 'lot plan.
�I:[,-";G Ceilinrr hei;rht to be 11 ft . �.eilin, to be
finished and T)airt(-,d by lessee.
r1`�Ii," T14G Zhe entire building is to ba ; ,.J_nted with a least
two co�:ts of :standard i)ain-LI `17-ie tex. 1 - 11 is
to be bach primed witli lead and oil .
'.tae interior to be painted by lessee . The lesser
will finish the rest rooms wit l:L two coats of Late:..
Thcre will be 3 toilets , 1 urinal , 2 lavatories
installed in t'.-ie tl.o rest roo►:Ls . There will be
iii t '.11ed t1iree connections in the kitchen area
for dist iw.:lsher a-nd two sinks . Cue 100 gal . gas
water }eater . There will be tv7o outside fre:-,.ze-
proof tal')s for wG suing down blacl::, top.
ELEc,'.C .:1CAL There will be -Ln,atalled a cor.L:icrcial ' :CSO amp
service with 40 brei-d'ers •. both 120 and .240 -Lo be.
al_loted to equipment used. Gas will be �zsed for
c - 1l-cing; -?nd l-�e at in(i
FLOOR C0Vi;fj1%jNGS 'f).e rla.in floor will be covared by t.-Le lessee
7he owner will corer the t vio rest roots with tile.
UI' TIALS All l(,r giber to be STD or better. Ply sheeting
to be graded. Texture l - 11 to be fin, s t cedar.
I11'1''IERIOR F114IS! ;. 'fae fr,a,l:ling and complete pane_J_ ::'_n. - of Vie
A-itcl-ien area anf_t din-__n�; roc,,r'A to be i nUtai led
by lessee . Their peril.-lit to be obtained from the
Ci. ,--v of Ti.-lard gu ildi-ar
Dept .
GCine 200 , 000 .BTU gas furri� ce to be iL� stalled �y
t -ie rest rooms . `Die duck work to atm in rafters of
scissor room( lzan��;ing below ) .
C0 IT' G INjo coy �l::lercial Nater coolers ( Essix) to be installed
and d ched to d-i.ninu area.
KITC1lEN AliJ to INITy �)i
rt
_.._..
OL
Ile
CDS 339!'•'. '
CP c0 J1029 IO 6 .83 224' 604 828
CIT-CO a&grT.
3199 _Z—WIVil _ 2 7 6 8 .8 93 712 Bor
TOF CHOR03 BOTTOM CHOR03
,v-Mas�LLSmlo'e YI-ES,opFll.d ya bM tacos of.ere M each old,.MII ba sirhor f IFt D eNASN h not iM rNponriblllty of 1M designer,plate nonulocluru Mr Iruu lohrlwta. IMH)VTANT - /LEASE REM The design and specification contained In this drawing hov.boon B-1 -7 1�4>r N-1 6755
S+rdo,e..,.o•v,Aos tor or Sonl,ya dt)0{G„p r ISO 30 W,rW a specilied. Plate.+poll be lo- Pov erecting irw+as on cautioned to book professional advice In repord to the errectlon bracing, pwpeted Iron,dots provided by the Fabtir etw and slwvld only be wed In con(unctien the•swiM,
sated”"`",-,col about trusts lasnh, unlw plate ploc~nh ere indicated by circle+of dimension+, which it always required to prwert toppling end •domInoinp'during erection, and porntonert Any o'her use Is expleuly unouthoviced and any dornoges resulting born such unauthwised t"is C-3 -5732 M-2 87$5
Ztl, mm1a.(nisi e(i;LIREU svnplmwen pr.ssW Intobws,Ieces of t.w while It remaimclatrysad btecirg which may le required In specific application, Trusses+MII be erected In a pivmb and the re pontlbility offhe Fobrlcotw,who assumes full liability Inerefw. Licensare.prwrly discibime r�
w 1'9•) shot! be I X lop erusvla nip&h-*0.1:0'di~o,0,12*hood, 0.007'dion.eror, 1,3' straight position, HANDLING,Trusses,Mll be handled with core dwing fabrication,shipping any respon+lbiiily of liabilityfor deti n and V-5 -42990 L-4 F404/t
Iaq*,-is,Yea T..e,l,w es}.ivelenr mo,l .,M cowwon hood, It IN Lxtl ice_.L Ire llfp c; �p Sare specl- and erection, to event d p speclllre,ion+furnished is hereby
d punuen1 to leuhy a
r+d !•who•of•he..r..a ne».d� n p amope. CUTTING AND F"ex(�j,)Q�1 sMll be accomplished wing tncorn,ct dote submitted by 1M Fabricator, Funhe sena-,Fabricator is heteby odviredol lhre•pwrl-
q ass..I.e.,+e. tr svbshrured, (1M:Otl repo.it,.d 1s n nom,el egv;p,nent which.111 produce leinh end plater. UYU All AW on. hosed on billy for its plan and of Its continuing raporwlbllity to .-illy tt»Afu.l,wjt and spe.lfiwtlan. VERTICAL :EBS O 1 AGQyIaL MESS
cwno,'. ser.,;-. •h0bri cot sun,d,woy be,ec naseder red"ee of the architect evsd-or Iobrscotor's nominol P boorin widths end ro be Increased
p y by m roach as d' with,tominol 8' beo,lnp, Iwnlstad by the Licensor against fabricarw's own plop to make cettoln shot the luml.hed designs 1
well. !Iroc,na vt tea Cher..; In,-Iru.,hos been Owigned corolesrinp oho POP c"11,1oced DFtIGN STANU&= conform with the appllubble provision of the 'Notional Design Speclll- end,pecificatiaa conlorm to Fabricow's plans, Any disereporiciet should be Immediately brought 1 -2 13E• 2 -3 -13230
a-ua •.coed:.,3' -0,• wl,on,'and 'Li"Light Mer Mate Connected
- p o Wood Trusses' (Truss plate Institute), In willing, ,o the Licensor's attention before fabrication for necwror,revision,ecceptoble to the
_ I engineer and/a architect concerned. 3 -4 4136 4 -5 -1351a
0 E I Gus FOR TRUSS 42 ' — 0" OVERALL SPAN Eos-^-_ -_^_ `s1 _._�.r.Q'- so so__ 5 -6 289.)• 6 -7 -1351•
SPACED 2 ' - 0" ON CENTER �- �FLF
MINIMUM LUMBER SPECIFICATION FOR 1-1 /2" LUMBER FT FB FC
TOP CHCRO 2XG NO. 1 DOUGLAS FIR-LRRCH 1000 1500 1250 413
9CT•'CM CHCRO 2X5 NO. 1 DOUGLAS FIR-LRRCH 1000 1500 1250 4`.3 0 E 419
WEB MEMBER 2X4 NO - 3 DOUGLAS FIR-LARCH 413 C 5 6 F 413
15 INCREASE TAKEN ON FB207 -� 3 4 7 g 209
DSS I GN LCAO I NG a e n L tae• K G M
Top CHCRO LIVE 20.0 PSF ;r N 13811381, L
TCP CHORD DEAD 10.0 PSF 66. 136+ es•
BOTTOM CHORD CEA" 10 .0 PSF
TOTAL CES I GN LCAO 40.0 PSF L-� 4l- 4e
NOTE : 15 -0 Y UNIT STRESS INCREASE �%It ED �p 16530 1653•
LUMBER ONLY - Q�� ENGI �s� r-Zd 20 20 2h X20 zC PLF ditpWN BY _ a. M. PENN
+e� A �N�CK�b 5Y Me S. JAGHOKY
NOTE: ALL PLATES TO BE 20 GA. 6+0Q-CL,
UNLESS OTHERWISE SHOWN. v
AxeO
SYMMETRICPL Ag01JTdo C
7 'Ale 6- 2/16"' 6' 8-15/16" t5 ���• 6 ' B-15/16' EXCEPT R N08T 15/16"
MQ®
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Vit Ar r q t
NOTE: GIRDER 10 SUPPORT 10' -0" CONVENTIONAL FRAMING C,\) 2x19 C, �U5, O� \mrd - I 9 ' 3- 3/16' i
12
TO 6E THREE MEMEERS, uv °r' ? ESQ T�—\� 5 .00
f _ `��rGovp.��• 2�5-9 x+22-37
NOPE: UNIT SHALL CONSIST OF THREE MEMBERS FASTENED 3�3 7 x 8, Spli,:e 1 x 4 continuous
TOGETHER WITH 161) NAILS 16" O.C . THROUGHOUT, bg5�q 3.5x 6,No Sol Ice atepal column bracing
EACH TRUSS MUST HAVE SANFORD 600-0 PLATES ON ttached with (2) 8d Malls each
BOTH FACES AT ALL.JOINTS AS SHOWN. 5x 7,Alt.Splice member.
_ 2-7/2M J�
3.5 x 6
6- 3/16" =a- 2
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1 1-46
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NOTE : IF THIS MICROFILMED 13 g 10 I I 12
DRAWING IS LESS CLEAR THAN - - -----
I THIS NOTICE , IT IS DUE TO
THE QUALITY OF THE ORIGINAL
DRAWING
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1 990
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LEG.I�L ;:]R 'USED B, ' ITDING 11674 p(< if:Lc:
Ti<,ard
•a PAUL DOUGHTY
W6 & W. 14VOW rey OmO
;.. o 4 oma
Beginning at the Northeast corner of the tract described in
Mortgage to the United Stater National Bank of. Oregon recorded
in Boob 6,18 , Page 688 , Film Records , Washington County , Oregon ;
,hence South .11-7. 50 " East 142 _feet along the Easterly lisle therecf ;
thence Southwesterly 170 feet more or less along the Southeasterly
]. ire thereof to the Southwesterly corner thereof ; thence South
2255 ' East 193 . 58 feet to the Southwest corner of the tract
cies cribOd in deed to J . Paul Doaahty et ux , recorded in Book 617 ,
Page 669 , Film Records , Washington County, Oregon ; thence Sout-
8` 0 54 ' East 1. 38 . 1 feet alone the South line of said Douahty tract
to the Southeast corner thereof ; thence North 150501 West along
the East line thereof 446 feet , more or less , to the point of
intersection with the :.)'outheasterly right of way line of the
S.W. Pacific Highway ; thence South 52015 ' West 38 . 0 feet more
or less , to the true point of beginning .
PA'L',T OF A.. ; LOT 1000 lsl - 36CD
SW 1/49 ,:lection 16 , TIS RI11
Tigard , 'vfasI.1 Co .
11!:�^J TAX # TO BE ES'i' U1_)'�I,aH1,:D '3Y CITNTY
"TEI-TTION OF D014 11/�SON.
8/10 of an acre.
BR I)JJ DO^J1V
BTJ1T._a._)1T'4G KJOT 140 By 170 = 231800 Sq ft .
IN ST-1 � � .1 10 ,400 Sq ft .
r.rotal x;",. 1200 Sq ft .
I.510T1:�, i '510 1I B 11 .t.,!J-1L'iG LOT Y� 1-Y1..) Lti�11�..; � L'W1y�i. J. IZI E
ALL IN 01%T•J,: TA--K LOT 1T1*14 111,71,IBER
TC 13 F ;. ' :'ABL I.�3I I1ED.
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NOTE : IF THIS MICROFILMED :. �..�r. ?.Y. _ 4 5 6 7 _ a 9 10 I
DRAWING IS LESS ""-EAR 1HAN
THIS NOTICE , IT IS DUE TO I
THE QUALITY OF THE ORIGINAL
DRAWING.
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NOTE : IF THIS MICROFILMED Io 12 -
DRAWING IS LESS CLEAR THAN
THIS NOTICE , IT IS DUE TO
THE QUALITY OF THE ORIGINAL
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NOTE : IF THIS MICROFILMED : .; .,._.�_._�_�__.,.....,. 2 __ 4 5 ? 1 0 I 12
DRAWING IS LESS CLEAR THAN
THIS NOTICE , IT IS DUE TO
THE QUALITY OF THE ORIGI14AL
DRAW LNG
must �e completed
BU-Ming
cl." codes and
accord"1qq toi, 8. before
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� �� � ��] � �...., � _w_,........^� final insPccl
on y mode
woo= )ORSED occupancy.
ALL SPACES MUST 171E ML, of TIGARD--
V,AY 19 7 3 PLANS
CITY
PRIOR TO APi`R0',oVkLn4;i
CITY OF TICAL? PUBI-0= WORKS EKEPT. Vy.
n
L "I I
PLANNI"IG DEPT. j000�ij w S
coo VALIDITY of "IAPPP�WL fit
BLJILDI14G 0�17T. 4 ov BI ,. Q 1
IS I , REqijjftED
0 AS ut
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COUNTY HEIIJ.711 cl ES11
ORS
419-455 1, ago,
CITY AD' 1. 11 . 11 '.,S! 1 . UR
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*TYPE : _
LOCATION :
RECEIVED FROM :
RECIPIENT � Da t.e
CHECK ITEMS RECEIVED C 1.RCLE l.TEMS NEEDED
/ Plot/Site Plan / / B,ys I-d i ng Plan /7 construction Plan
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Preliminary Plat /,,)�' Fc� datl on Plan. / / SaTli tart' Sewer Plan
Final Plat / �' Plan / j Storm Seurer 111.an.
Landscape Plan / -�' Ex ter•ior P 1.am S tr eE.t Lev-.-.1 Plan
/ f Parking Plan / / Mechanical Pl yin
Streetlight Plan
Sign Detail / / Cabinet Dcta'il 77 Area DraA,n.age. Plan
Aerial. Photo ,/ / Stair Detail. j / Water utility Plan
/ I Location Map /�/ Truss Dc tail. / / Gas Utility Plan
Topography Map / / Fireplacc- Detail %% Phone Utility Pl.aT1
Land Survey / / Bijilding Specificati.Qrt /_/_ Elect. Utility Plan
Bu.i.ldin.g Elevations Street Sign Detail
Catch Basin Detail
Cos t Estimate / / Manhole De.t.ail.
Specification / / SAEwal.k Ir tall
Material/QuaTxti ty List:. f / Curb Detail
Repnrt/Legal Documents / / Driveway Detail
Dep(, it/Fee
Other : o
COMMENTS :
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ATTACHMFNTS :
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Planning Dept:,
Pub t (-, Works L2.,
Building Dept , / /
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Inser t : L. .I. .D. Project ; Subdv. Iraprv. Prca jt.c t:.; Building Cons t, Project ; Et-.c.
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