10445 SW CANTERBURY LANE-13 ' Mc[��'c�ru2E `Nn�.�ST1�� � S , IS�16 �1aPi= LA,n1� ,c,�;.r;,0 �4GbT'�� ��. c17U�{:S • _. '�.
rATE OF OREGON M O B I LE ' H OM E S U P P O R T Rev
PIER5 FOOTING5
Note =
Wood shims ( cut from Z • 'f'3) 12" lang if a pier overt'
steel '� driven tight from each side. if need - i; required ( dk
chassis bcom and to fill gap be• ♦ ween top of pier ♦o o • sloplln7 10
and steel chassis beam use a doubt•
Pier cops 2' ' d " � Ib' wood ( maximum 2 1 I I I tiered pier VVI
loyers) or 4" w 8 " +� 1(0" •solid concrete I I I tht bIOCKs in*
E E or corn binatlon of both 1 1 1 1 I loch6sd. In n0 et
l shall that pie✓ i
IF Standard 8 " F 8" ^ 16 ' open or closed , I I I I cted 7P, nor
X cell concrete bloc Ks with dells placed I I shall more +hc
vertically. Instgll blorhXs perpendiculaesi i i i i 1 L070 of +ha t0
.o - 1 (crossways ) to •the steed chassis beam,, I I I 1 number of pis
tr � 4- th;c- k Solid 5;n9le - piece eoncretc footing I I' 1 I exceed 't'0` is
block or cont ;nuous. Con.crwte footings air II i I '►ti9h+1
oppeavaocl 2 - norWnw pees-rare -trsa6t. ad
.or ><
awd v+ae.wevav: furnt.ae- fo�rtlnys. R4&move ora
go -gomatw- tool. pewV%wW%,,%,W*V �
SIDE view Co.nPacY; all fill to a YT,i9-1;MUM # Soo psf'. FRONT VIEW
PI E_R DET61 ". S
1) The Picr Spacing, Chart is based on o ZO paf
roof load , average mobile home weight, and
Mobile pier 5pacing 10500 psf soil bearinn, capoci•+y.
Hoene IZ7. 18' con+. 2) Pier spacing can be locally adjusted taclea
Width `ooti foojn footi footi ahotacles t'such a5 springs , axles , and droin
Dr 7 ' - Id' 9' -3'' 10'- (0'as however the tool required number►
i of piers rnusif be provided .
10' or 20' (0 '- 3" 7' -(0' 61mox 8 'max 3) Con + inovs footings Shall be o rnin ;mt m 6"x 16'
12' or Z4' 5 '- 3" (o' -3" 7-0" 81mo% concrete full length under each chas3i3 be-4
I`� '�or P. 4'- (0" S '-iF" Io' 'O" eTrr►ox 4) %,-- o � sul+ Manufacturers in strkjction3 for se
orad location of support piers regvired undo
PIER SPACING CHART •the• cer► +er line of doublewidvs , or lFer ex+ r
r¢civirenoa: ntS Such as perimeter blocKing•
6
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w• J
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iii ij1 ( Jill 1i 11 1Ii 11ill11
NOTE : IF THIS MICROFILMED I 1 !\I I I �� I 16 r
DRAWING IS LESS CLEAR THANla
THIS NOTICE , IT IS DUE TOTHE QUALITY OF THE ORIGINALDRAWING. IIII IfIIIIIIIIII III� IIIIIIIIIIII I �-1,II IIIIIIII IIII1IUI1III1IIfI IIWI�II If� llll IIIIIIII IIII IIIA I1IIIIII IlIIIIfIIIIII1I�fIIIIII1IIIIIIIII1IIII IIII1III
JUNE 1994
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11-10" C7
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ACC95 s -to Fire N y d � 9 � , .�---
V4 JSewage Pump
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Aurora 630 aeries, eine 411, I HT), 1 .150 RPM, 240 v. ,
•"� I f` -'� 9j I phase, twin unit.
//�
o
f --j1 � 1 �MA7t. GRACE 14j% VALIDITY OF THIS PERMIT
IS�>
OF
CO STRU TIQNT AS REHIRED ON BY a
j I P✓ -- --1 ! I �/ ORS 479 01hn s C A
Mew
'00 oil 6Fir e Ittr5(✓1Ca
GGE� EI �L CO � R► CT�RS & 513-CQ �TRIG- �'°
ro IIAjr CITY OI1rINESS LICENSE
- E SARY CITY PERMITS PRIDE �_. r r �°
ALL wE a ' 1
• Alyn /ru �urc� i-Jc,r'k,';,c- Lr,•�
• �� TO PERFORMING SER'r`iCES �
ALL SPACES MUST BE ENDORSED
�I1i._ PLANS
�`., c� 1 -��.\` �---• .— � , �� �� PRIOR TO APPf?OV� .I r'I' I i
PUBLIC WORKS DEPT.- P% Y _ F.7I::_ �7 /�•. _ �
- -� din t d
�u51 g mus be colTlplete PLANNI^'G O_PT f �!=',u r ��- -.,L(• / -"� `♦�sv. ." �' CJI► C��.,:s N��r +%r /�v.
F I
according tosppity codes and / �_
EILIII.U!(d,i r ::rT C���� L.n r .+75 ,+�J
t �
final inection made before / ✓✓ / I
5-e ri�9 r
v
ortupanc HEnr ,y COUNTY ALT!-I r, E3' DA'I
It �
CITY OF TIGARD CITY 1,r-):\4'r;! r Ct, lir
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MERR DRAWN sY f � DATE Z- 4 % DATE OF IrrdUB DRAWING owl.
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CHECKED BY DATE
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CHAD p1UNIN0 CO. � ,►
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NOTE; IF THIS MICROFILMED
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THIS NOTICE, IT IS DUE. TO
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NOTES-
_" , V� e t o replace
1 , Rumo%,e topsoil in cut art-as and re finish If
intsh grades
Lb
`
� shown.
w�•
Owc. r 1-�cor �le;/, fj�•Sc? I I ? raj� � � '• eLDrawing F I for existing,underground electric service
line.
- fee Drawing I for existing underground service.
a
Multi-purpose'
1 -� / 4. F.xistin septic tank and drain field are immediate) north
t g p Y
A4 'X nD , of existing m
g building - remove; but coordinate reoval
`f I 7 with new sewer connection.
'9 j I I _ -- -- �/ -NeW CaliI�;q/ f 0 i
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CHECKED BY DATE 7 ! J 2
CHS/ PRUNING CO.
TAMM
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UNE
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NOTE. IF THIS MICROFILMED
LEA THAN —------_, 1_---- f - ----- 1 - -1 --_
DRAWING IS LESS CLEAR THAN - LL
THIS NOTICE, IT IS DUE TO _
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1990
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C;ENERAL NOTES
lip
Code Uniform :Building Gode 1970
Occupancy 133 - 1.,,wer Fl:,c,r 113 or C,:
i'
pec? y/"'a✓C/ uil<lil,�; 1 Y'p'' v
2. Earth and V,,Ivtdatl.otis
+oil b, aring prossure - '000 psf maxinum,
C ?"/ G7 N L ____-
IL EC TION h Pea gra%ol backfill under Dower Floor slab
CT / Q N A ._ _..----------_-. ____ __-__. _ ._ _ __..-._- - ---___..___ _______.�_ _-_ _._...—____ �'� .. I � rock k � round lou•,<ia i��n
/ + .._. �2. f , Q„ �� _ U „ I 1 / ' /2' c backfill a t
drains. curnpact earth backfill in 8 layers t,,
origival earth dwisit�.
'i. `unitary `ewer
Exlstirtl:, clra.ir, fielci and septic tank are inmrwc}iatc'ly
north of ,•x1stin}; building. Pemov(! and either c,mnect
new sar,itary s, wer i,, i, ,-diately, or n)ake to mp„rary
s,-r•-ick, cm,uection \ ith pump to sanitary sewc,r in
c;a„terbury I,a!,e.
4. (,uncrtte
I /Z sacks crn,c•!,t pc•r cul,ic yard, .1 inch Slump,
t. „�")th trowel, slal', finit
ish ,Loric.r. }Aght broon
I sial, firAph vxtertor.
„
^. — — —I l -- —. _.. -__ — -- — — — — c - a --I-- — — — — -- —i All kiln dri,•;I. dsts, }„ a„ s alul trussc s c-,(mstructic,,,
grade - I -Wi f. All oth,•r standard grad,-.-7
i
1),I„r s
witi, k•, tt•rlor _ tool - 1 1 /2 hour UL label.
.ill oth
J I
I 1 i • I , I I o,• .. I :;/-i'' solid cnr(' wc,o{l.
I cenler e -? �� be�rrir�q 4ti,�,
- 1 i__ l I -
/oca fe fi-,o J /^/UUC`' /��C�/1 I I I�I� rcer L,,)k '( it(,, sliding; alu►r,il,u►t�, anodii,'�I
-- - ..—
a]utt�inttt�� natural finlsl�.
I I I I S I I
y - - - - -� I ► -_ JI ; _ _ -- - - - - -
8. Folriiug l'artitii,n,?
Main Flour Curtiti„rt Mark X „r XX, 45 ov,. fabric
` l
y I _ L.,ow•'r i+lo,,r (;urtittot, V12 45 ,,i fabric.
'�. Folding counter , butter - Curtition Mark X or XX, 45 az.
fabric. t
— _
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PR
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✓ tigy 0- �� / l DA rE OF ISSUE DRAWING NO
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CHECKED BY _ DATE
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THIS NOTICE, IT IS DUE TO _ — --- -- --- -
THE QUALITY OF THE ORIGINAL £ Z 8Z LZ Z 4Z Z Z Z7111
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JUNE 26
• 1990
PI
oncl
4 -8 �� y ��, N Muter Tr'f/r> ,� Nv/e �'1ur�'r'• No ,9
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c 'n r x tit' •t3 i �jGl.�� � f. I t� G/, E/� 1.�� I,
orf ice 4- de e. s "G.f� P p �., �� 60
avr ✓. A. T Wax 4 �.t3. s 'G,f3. D i0 =0" � c. T Fact > W V / 6
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{ ✓v, 510r U gc Colx. Sealer ? ",E�.t3. 1 / 'G 3 =l" % 'G.b. V✓ V h
i ;G L3 5' G " /8.•G feel j>
- I `_, Fur n cr,.-e /� Sea e d• ; 6
S t o r ei q e Cort c, Seo car^ 4 ' t3, , G.�.I 4 ,. �yz 'G.t�. V>✓' V
�3 Cc7r'/^io'crr' V: A. T W,i x 4 k.d. /8 "G. p (3-/D ,g "6.6. L' W V /
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j { • Acc. 1'. - Accuustical ".'Ll, 1. Fxtertir doors stool with stc o] casing;.
I ?. Fact. Factory 2. 1;/8" G. li. vire• rat( d (typicall.
i
3. 1;. � tvpsutn ';c,arc) ;• '';loping cr.iit+i1� in stairs.
• I I I I Z x 4 L /G� _� ;. I - 1 airlt ti
i , 4. :)/8" G. H. ou wall adjacent to furnace room,.
a R. Is, - Rubbcr i:as,' /8" G. B. oi, wall adjacent to corridor.
I f,.. V - Varnish G. 1'ruvide 2 layers 5/8'' i;, 1;, on south wall
f I V. A. T. - 1Ninyle Asbestos Till- - 3/3Z" or (exterior -wall).
8. w - Wood
r
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DATE,OF ISS
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JF DRAWING NO.
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NOTE: IF THIS MICROFILMED
DRAWING IS LESS CLEAR THAN
THIS NOTICE, IT IS DUE TO
DRAW I W . t LTHE QUALITY OF TW ORIGINAL um{ 111'
T�I�Il C _{{I{ { 1 {11
I
JUNE 26 a
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1990
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