HomeMy WebLinkAboutMiscellaneous Plans 2005-9-26
CITY OF
SPRINGFIELD
. Development Services Department
Building Safety Division
JOB ADDRESS: )) Ss-
OWNER: DAN mAT""~.
CONTRACTOR: DAN MA7Hl1
I
LMn:/
/tv
. Residential Plan Review
CITY JOB#: C.0tt4Z00S-- 0'32&
PHONE: bKt-SI7F.
PHONE: b !&'- $''''')-
I Manufactured Home Only
Items listed below (if any) and those marked in red directly on the approved permit documents are
incorporated into this project in addition to any requirements appearing on the construction plans
and the City standard document entitled "Single Family and Duplex Construction Most Commonly
Missed Items". A corresponding number is marked on your plans for any items listed below where
applicable.
All references are to the 2002 Oregon Manufactured Dwelling and Park Specialty Code (MDPSC),
and the 2000 Oregon State One and Two Family Dwelling Specialty Code, (1998 International
One and Two Family Dwelling Code as amended by the State of Oregon - OTFDSC) unless noted
otherwise. A copy of these codes may be obtained from the Building Tech Bookstore, Inc., 8020
S.W. Cirrus Dr. Beaverton, Oregon 974008-5986
Your signature on the Building Permit is an agreement that all items 'Will be installed or corrected,
and that all work on this project will comply with applicable codes.
ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS, SPECIFICA nONS
AND OTHER DATA SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR
APPROVAL OF, ANY VIOLATION OF ANY OF THE BUILDING SAFETY CODES OR OF
ANY OTHER ORDINANCE OF THE CITY OF SPRINGFIELD.
PLANS REVIEWED BY:
--...... R
PHONE: /2b--:?7~"}.
I. ELECTRICAL GROUNDING REQUIRED IN NEW FOUNDATIONS:
On new construction, a #4 concrete reinforcing-bar electrode at least 20' in length shall be
installed horizontally and centered in a minimum 5-1/2 inch thick concrete foundation at
the location of permanent service entrance. A second bar, at least 1/2 in diameter shall be
stubbed up a minimum of 12-inches above the surface of the foundation near the service
entrance panel location. The stUbbed up rod or bar shall bend horizontally and attach (tie)
to the reinforcing bar electrode with a minimum 12" lap.
An alternate electrode installation may be used in a 3-1/2 inch thick continuous concrete
slab using a 20 ft. long No.4 bare copper conductor placed in a large loose coil, centered in
,
" ~
~. ~.
\:'
"
the slab. The electrode shall raise up out of the slab a minimum or 12-inches, facing the
crawl space and located near the electrical main distribution panel.
Note: There shall not be any vapor barrier or insulating material installed below the
concrete slab footing. (MDPSC 3-8.2.1 & 2,NEC 250-82(C)).
INSPECTION OF THE GROUNDING ELECTRODE SYSTEM INSTALLATION IS
REQUIRED PRIOR TO PLACING OF CONCRETE FOR THE FOUNDATION
2. Porches, carport slabs and concrete steps exposed to the weather, and garage floor slabs
shall have a minimum compressive strength of 3000 psi. Concrete "batch" trip tickets are
to be made available upon request. (Table 402.2).
Foundation concrete for manufactured homes shall have a compressive strength of2500 psi
at 28 days.
3. Provide a minimum of 6" of clearance between finished grade and all untreated wood
materials. (INCLUDING SIDING) (R-322.1).
4. The grade away from foundation walls shall fall a minimum of 6" within the first 10'.
Drains or other approved means shall be provided to ensure positive drainage. Except
when restricted by lot lines.
5. Ground under building shall be sloped to a low point, and an under floor drain installed to
provide positive drainage from the area under the building. (OTFDC 311.4).
6. Provide 6 mil black polyethylene ground cover, lapped 12" at joints and 12" up stem walls.
Note: Moisture barrier shall be installed above the foundation slab or piers bases.
7. Provide net free ventilating area not less than I square foot for each 150 square feet of
. crawl space area. One such ventilating opening shall be within 3' of each corner. Vents
shall be covered with minimum 1/4" and maximum 1/2" corrosion resistant wire mesh.
See attached Table 3-D (OMDPSC 3-10).
8. Roof storm drains shall be provided to capture roof drainage. Storm drainage shall be
piped to an approved drainage way. Drain lines within five feet of buildings shall consist
of a material approved for use within buildings, such as ABS/DWV or PVC/DWV.
Perforated drain lines used for sub surface drainage need not comply with this requirement.
(OTFDC 801.4 & Table 3811.2)). .
,,'
I, ~
,,\/l -
TABLE 3-D
VENTILA nON SIZING TABLE
t
f
<
C
C
C
C
C
C
t
(j
40 FEET
LONG 307 Sq. Inches 384 Sq. Inches 461 Sq. Inches 538 Sq. Inches 6 I 4 Sq. Inches
44 FEET
LONG 338 SQ. Inches 422 SQ. Inches 507 SQ. Inches 591 SQ. Inches 675 SQ. Inches
48 FEET
LONG 369 SQ. Inches 461 SQ. Inches 553 SQ. Inches 645 SQ. Inches 737 SQ. Inches
52 FEET
LONG 399 SQ. Inches 499 SQ. Inches 599 SQ. Inches . 699 SQ. Inches 799 SQ. Inches
56 FEET I I
LONG 430 SQ. Inches 538 SQ. Inches 645 SQ. Inches 753 SQ. Inches 860 SQ. Inches
60 FEET I I
LONG 461 SQ. Inches 576 SQ. Inches 691 SQ. Inches 806 SQ. Inches 922 SQ. Inches
64 FEET I I
LONG 492 SQ. Inches 614 SQ. Inches 737 SQ. Inches 860 SQ. Inches 983 SQ. Inches
68 FEET I I
LONG 522 SQ. Inches 653 SQ. Inches 783 SQ. Inches 914 SQ. Inches 1,044 SQ. In.
(j
,
70
(j
i
i
.
. ~.
t
f
i
,
.
<<
,
,
.
,
.
.
.
i
i
.
.
.
.
.
..
.
..
..
NOTE: (1) To detennine the proper amount of manufactured dwelling ventilation, use the following steps:
(a) Determine the width and length of each section by measuring the manufactured dwelling floor(s).
(b) Using this table, go to the intersecting column and row corresponding with the length and width of the
manufactured dwelling section and repeat for each section. .
(c) Write down the total square inches of net free area ofvenlilation required for each section and add to find out the'
total amount of required ventilation for the entire manufactured dwelling.
(d) To determine the number of vents needed, divide the total amount of net free area of ventilation required for the
manufactured dwelling by the vent capacity of the individual vents.
(e) As an alternate to this table, take the total area of the manufactured dwelling in square feet, divide by 150,
multiply by 144, and repeat step (d) above.
..
, ~~~
: · ~~I"l' ~
';'10.1 J3~ (I
!i i1'~ '... ()
~\~ 1)'(c)2 ,,'" 101 ~~~ ~
I>\~ ~:~ 6 N 5 ~\Q; f
~<if~ ~~ lfu..~-
ri.?' ~~\r>
'.... ~~4D. . ~
~ ..--, , {~
7;' I '~W ~~~:
11 ~~ I)
~;;"1"';W, 1~~~1
I
T~f8S. R.2W. W.M.
y
REVISION
I "'It I. lift l;;""U nS1LI'l
t4':-1'J-UL Nt....!!N' l:'1.fI.rRtl:Hu~ UN 1.L. eoo
III~c.:9i11 ~t.~ y I~ ~iIO 11'nLfTL c:UC
l1t"}'IJ3' lilY, t"1N.
I ,... I
, ,
, ,
I ,
SEE MAP 18 02 03 13
, 1. ~ ~_ . f ~
:sr r --...'lJ.....::~"
;~'l 200 " I
i 0.38 AC fl. 202
I ! -'i 0,38 AC
, \1~:.JL -.,,___
' 8
'I..,
. 9 ~....................
.6 ............~.....
~ ............
......
1oI80.U'20....
. JII",7f'
201
0.38 AC
~~
7
'~
i ~ 8
,~
:11
(:
,
,
seooU'20T
.'8".9"
300
2.15 AC
.................... 8 b
"g' ~~
,
,
(1'7':;
........
10
, Ii l... l"Pn I
... s
~ ~~ 115
,
...
C
~
l!
301
0.96 AC
900
0.58 AC
I
I lq
;: ~
~ -
--~...
NSQo2",'V .. lJL9' __________
700
5.17 AC
~f"'''3
~.. .~
~
~
;;
i
122
1.30 AC
SSlO"2'4S>r - IJ'S.3J.
~
:~
-
-
~'fJ~ ,
~I
N8aol2"\I .. ~n..n-;-
",
Et.lPt.O'ttE
LeAr411
LCAt484
LCAf"ii.. I
,
,
,
,
,
,
18 O~
SPRIN
N.A.D
I')
I)
(l
30' 30'
tp
()
~
f
I>
PI
. (In
il
il
'?
N89~7""
,.,.
I
,
I
I
T.18S. R.2W. ~.M.
Y
IE I RE'IlSlOH
I DA Ul't UIII nntJ"l
14.''J-1I1 ~~.nr ti:fRRE:thlfN tiN T.I.. 200
1I.~cf~.~ lJ"J'!"' "'fN. iff f.l.. l!OC({NTU T.L. he!
Ilf12/11.,l1 ilLY.
,
I
I ,EMPLoYEE i
Ll;AT'l104 I
'Lt:Af<481 I
: LtAt4ii'4 I
, ,
. :
, ,
SEE MAP 18 02 03 13
~.
f'
I I
8
;'" .
, 9 ~...
...
!::
I
I N6o'lZ'~o'v
, - lS..7Z'
i01
0..38 AC
i
,
>
~!l
!:
~
fSO'J1'20'r
.184.71'
I SQQ'U'20T
I - 18",97_
202
0..38 AC
,
JOG'
200
0..38 AC
>
~!l
Nso'I1?~
. Ie.",.,
Neo'u... 'fSO,ll?o-
..0.... . 36..8& I r . J8~23'
8
.....
.....
........
N 89'3O'4Q' E
1110.21'
t ~ 1$"
; 105 ...<t':('
.. ....c....
16.29'
r ,c?$'Y
~t' ~\~~ N 89'''':''30' E
.......
.....
.......
I
...........l........
,
8
-', ..f:
9 ,-
.
,
107 ~
11
z Uj ~.". , I
'III. I';;.~."" .;
114 ~t
..
I
~ f
~~
~ 0.19 AC >
CO' ~~
~ !!I
...... - ~
9 .....
.......
"".,
.....
300
2.15 AC
100.33' ;,
,
.......
(17';
......;...
~ , 10
~ :
'Ill.., 1000fr I
~ z
~ i~ 115
N 8"''''30' E:
llo.tlO'
C i
~ 900 ~ i
0.58 AC 3011
~ , ~ 0.96 AC
P ,
!
I
t,
8!l~~
PAR. "A"
~ J'fO'
Nso.i'2.... ... C'3J.9'
....'
""'''3'('
>:t...
/:?
~
; SQP42'4S'[ ... JJ5.3J'
I
'122
1,.30 AC
,
,
,
700 .
5.17 AC
~
b
..
i
..l..-
,
I
"
"
: I N89"7'V
12':5'
:'
N86'L!''W - ~n.z3'
-
'iJ'~
....-}i~i
~# I
I
< I
,
~ -f'<i
18 O~
,
I
SPRIN
,
,
I
I
N.A.p
,
i
I)
1) ; I
,~If '0'
q:>
()
Ii
Ii
q:>
")
1)
()
!l
!l
::,
~ ~ -
.
.
'P
.. "~.~
'v.J€
~ "
HILL&DALE ENGINEERING, LLC
74 EAST 18TH AVENUE, SUITE #5
EUGENE, OREGON 97401
(541) 868-0667
FAX: (541) 868-0888
Page: 1/4
Date: 09/26/05
Client: Dan Mathis
4560 Liberty St.
Eugene, OR 97402
Contact:
Job Location: 1147 Laurel Ave,
Job Description: Drywell
Job Number: 545-05
Design Criteria:
-Soil Survey of Lane County
-High water table ~ 6' in depth
-Silty loam, well drained soil
-2" per hour infiltration rate
.This drywell is sized for the proposed residence and the proposed future garage.
-Residence = 2475 Square feet
-Garage = 1360 Square feet
-At time of garage construction, drywell connection to the installed drywell will be all that is required.
No increase in drywell size will be required.
I EXPIRATION DATE: 6.130167
-.-"----
I nv.t., ---u;.;.=_-;"'~ ;::;::-:_
L "",r<. _n bO-" =___---- . i ~',.~::_: ~,~_, __n
-- --.-. - - 7 -=-r::: '---'---W',,-, "
- -" "" -----:::---T, I' .-
. - ::,,: i-';\;-1'=-,) '-'-' -. .-:::::-- 10 _\ _,__ 'I~
'- ----~~ -- -r , :".-
' PH': ~~~ '.",";1<11-- \ u. /0,_
-- -- ^ g.- ." '-" ",
T ,- if .../45 17- $" _-::::~:- \ i.. "-.. ..
. .-......... ..- \ B. /IJ - ...---..-- 'f f.l' I I " .,~' U
~ L-O ~"'-:;'i. .",or f [::1 ' : ..~, _
"'-. " \- r !;.'~l ' ~~.._
"' 1.<0 , ___ ,'...__
- \130/i0," 'v.30___ /'i' 1"._
~--. ~/ ~~f -- i
',--. /'..... : \~i -'-.'-'
. ", ./ 0 . ',' .
// A,.:ie",."} "....,
.;'" 1'.1< k '"
/' '''\
. "\-
....,.~.~\
t'.~.... ,
"", \
: :J.---. \
.i ., ',' \
I ~ I \.
.;,
'- . \
"-<::::1
. ....-..
: ....
!"__ "i
'" ""'~
: ........, ;
\~~.~~j-"..
"''''.S/?.>
k # G. ij"J
~I ,::.I-,?OS'1
/I:=, J. 0
'1
4S-~o W0(ti-k
. ~,<171o-L
,.
I
I
I
I
/
/
!
,
!
i
i
!: I
I,:' J
: well
+,ro1--.
/.0r;".j,0'1
, /CO'
,
,
,
ii, ~i}
I /0- ~ ~ !C
! iii.
I I,
"I' JI
lb. -1-1
/ -t-/.:1
"-
o.
,
,.,~ ,.~..,
"
-,
'.
,
\
-13'9~
' .
. ,. I
:0 /----- r
\.:;
,:~d81 \,
-r 'i..a-uu I .
\
"\
'r-..
.(
~
tI...,rc ,\
c. ""
,11.'\'P
v
,"
,<'<
-
r-..
;:,:
~
L
..
'.
lucJlf'-fr I tJ, II
"T'&c ,w /8
I -''i~s~~
I, I liA"
i t--+=!.~o' ~'-l-::-~',
' I J..".
! i
I
.~~,
. ; -"""
1'",",,"'>
!'-,."-..:
~ ~',
~\,'- >i .
"'" ""
k ".r
r"-. -"--:
~>~
j... "-J
. "I
'---.-, '. "1
. ,
,
. .
-', ,
".j
!
.-.. ......- -.-r
.0- ,_..'"
---- '.-'.
.. --'-- .-_.. ''''::--Z6'o-=- -_ .. _
l"7.rfk
7'~" .
o
".
"
Ii
"
, ,
'-91
"'I
If
ji
: i '_,
(I "
'" ".
ii "'<__
: J1-;.. I .. / / " ' ,~. . .__
1/...., /, '", '. ~
I ~//~.~ ~'k','~J .',/j.-i--l~
'-./~
. / /-. I '
," "-
~
+~
q)
~
<-
~
".
",
.
".
""".
~ '"
\) I. "
~\.k I
\ r..
Drive "-'''7
".'
.....
---
-;'1\' .
..- "t ". ~
"!~
. ! 'J.
~
2
-;7
,
Al'l'r. 1--. I/O
~c"f,o.,
~(J)J{, .
F.2.e-f W
;,
\ .. c"
I .,
.v '
.3
/
", I- =(.." 0"
..-/ . /. ',"
- -Do '" \0
'~--
, ~,- , TO DVEl'f\..DW
- 0...="/0"
l
I ~ ,
D\I.~F..uJ , ' . --; _
. r-~~
I, ,,,'
, ."~' ,~;:.
,~, "a.;
~......._... ~
, ' NOT'" II ' .:l. .
~h~,~;~,r,t,Yif:;~~,,,,,,,,,,,,,,,, " ...
.~:~::;::;::;:;:;:::;~:::::::::::;;:::;::;;::::;:..
...."u~~:;::n:...........:::1:;:;;::.......
(
" . ~ OF D~VWfll. (~. fT,)
f . INFII-'flZ."TlON I!.'T& (lNIlIlt)
,.. . !MlQMUM N..L.O'tl~ 'b"O~ TIME:. OF Wfll.(lIfI.'b)
Vr . VOID It.'oTlO Wfll. MEOIUM @ loiN(.
h.. Nt.u.. OF~NOFF TO Ofl.YWfll. (~, fi)
Q. . ~NQFF ~OUNT VEl!- OM (IN.) (O~) MINIMUM
0... . D&rn\ OF We;u. (fT.) <[ MIi9
Do .' D&rn\ OF 'bOlL c.oV<lNG. Ofl.YWfll. (Fr)
NOTe; .\
0... . Do MU'bT NOT e;~ D&rn\ TO "
TlI& WINfEl!- IIl'CeII W"TEl!- T~. "3 ".:>p..f 4
, ;
TO fiND NZ-f,k '
'" ]( Q. ({q 7> 1'13<'0)C 'Z.7f~): 'i\'Ht' < JS~ (.,'
Vr l< ~ . "IN 'b.F. , ~ ( :,)
TO Ve.~fY D\Z.AW DOWN TIMe. (MU~T ~ ( ~ t\OUF-~)
'" l' ~ (11.-) (s.((7~fl~'O) (-Z;{,J (E.) ~ "3, ~ .L., .<. 2.1.{@
(1.l... ""ro... T . ,.. (I\OlIfl.'b) CaU) + z (f-:,)) (, , z. ,
NOTe; .2-
'bU. INDIVIDUAl- I-OTIfI.00F Dl/.NN
D\l.YWf.U. UI\E.M"Tlc. 'bTD. owe... 4-u'
""
.... .. -II CITY OF SPRINGFIELD
DEPT. OF PUBUC ,!fORKS
I 226 nrrH 8l'Iln'T
SPRIl!GTIXUl, OR. V7' 77
I '
,
,
DRYWELL SIZE COMPUTATION
ST.llIllARD
DRJ.nN'C.
4-19
,
.-,
'-0. . J"
.\..1- ~
f1!OM P-OOf. O'RVtlAAy
HID fOOTING. DlW~
TAAP NOrE.'b:
I, 'PltlV"T& 'i>lL.T/l>f.f>~l) 'fl!Jo,P
WI MIN. Ill"' 'bUMI'
~, MIN, ~. DI.... 1'IPe:. Olt
1'U-f/l.!) 00)( \'IlTlI G.AATe:.
Olt UD.
~, c.LE:,l.N 'fl!Jo,P NoINUN.J..Y "T
,ON'5&T Of TIle:. \'Ie:.T U,6.~N.
q
~
\
I
CD\'tV.,
lL_
Vf.NT HlllL
1'aoIOV1\DI.L ELOOW 1~'T1ON TlJ&(;
'Il/ ...IN. 4. ';.:;!'*2,;;?d.~:~ /,C>> 'Il/ LOQ:
',,~~..g~.'r~.:. '_ :.
- ~::..4!T~~~,"l1tJ~, - ~.
~I~?f:'::-':-"- ~ ... .~,~. "., ~.~~
~~~;~ '':~rvv,' ,,"~it~: Ft5R0'(~
- '~, l' J ..~, """W
t~<:> q '1"/::"7---. C>> EN!> Of 1'!Pf:
~ ,....
''':''';, DltY\'l&L.I..' ~ T!:foTWEu.
:;;~ ~ 'lL:ItUAA f:~C, ~:
~~.~~ .0..: ~c~~t~~:,:. "'.~tN.TOn.oratTVUNE:.
~~-4i.~!.I'.. ,_, ' _ t....'...~._-;~:.....:~::..:.
'~:. ~E~ ,~t~~~W~> -.~~.-.: .~.'
l
I
'fl!Jo,P
flU '""" ~fo
.IO'...IN.~
~
0PEI0I {JIN)f.o
foTDN&,AU.
r- Y w..
foTDN&
FOoT 1'\.AT&
ALTtlt F~ UNtlt
'fOP. foIl)f;fo NolD rotTOM
Of ~Eu.
"
%
:l
i
I
. D~VWf,LL NOTf,~:
I. ~ ~TNoID~ DAA\'IINt.. -\-I, fOIt
. D1tY\'l&L.I.. Q)Ml'UT"T10N Df,T.....L.. -
~. MONlTOlt DltY\'l&L.I.. IN'&1>U.T10N TUf>f.
"fO!t'i>lL.TDf,~, ,
1. flL.T~ f/l.!)~t:..TO MUT TYP& 1
c.rore:.lCf1LL ~TNoID~ ~l'Wfl,^T10N
~.O';.~
, OV€.F- FLOW NOT€.'5: ,
1. OV~ fL.OW TO 1'IP&l> f>'I'l)TEM. Olt WUl'
1'!Pf.. Olt TO DIl)l'~~~t:.I\. '
~. Dlf>V~~ TJU:.Nt:.1\ l'>l\N.J.. f>f. llUP
' ONL.Y If NO c.o~f.Y~ l)'I'l)TEM
If>" V .....l.Af,L.f..
~. Dlf>V~~ W"T~ M"Y NOT f.)(C.U.D ~
Df,Ve:.L.Ol'f:.O UMlTh Olt ~Vf}f.f>L.Y M'Ff.C.T
/I.D:!l)ININt.. l'ItOYf.ltTY.
0\. Df,l)IG.N MlJl)T f>€. N'WOVE.o.
2215 nrrn STR.aT
SPRlNGrmD. OR. rn.rr
INDIVIDUAL LOT fROOF DRAIN
DRYWELL SCHEMATIC
,
..
sr .lND..UlD
DRA.lnliG
-Il-
I i
I I
i I
CITY OF SPRINGFIELD
DEPT. OF PUBUC WORKS
4-20
./
,,~ ,-
__..~-'o~--..
"l ,
. Q
THE. CUI,,;,:~t"'I::.: ':i:.;,€ '..-;. .~-~..,.. ,.:.r.,.:...' ',t:.Vh_..~'t::!... NlTH. "j-..."'"t-
Al.TERATlONS If'JDICATEO ON COL0RE...D PENCIL.. CHANGES Q ~
OR ALTERATIONS MADE TO THE APPHOVEO DRAWINGS OR ~
PROJECT AFTE" THE DATE BELOW SHALL BE AP~RO~ ~
THE BUIL01N(; O"F'C1A'L~ /D ....l If ~
l CITY:-orsp~tEED~eRE G
.JPROV~~~'~ -._.J~ .----aRE I
,~ ~"'<i-'" ;- -0 ;, /I'lr, r -",~ f"
~ "... rwT&4/c, rrr:J S"eef '.... - r
" ;t>.,' I" -, - 'f ri\ll:
, '" ,;;; '~d~
....... ;):-.. Lo..I €. n~
~. "-.... " ~ 1-- - ~
~, I ~ ~
, I
, j
1\'" /;1.: - A-c-------------- -1"
. '. - ' " -,./" /// ,.:
-,' -, .. .,"' ,/'
/
V~ :,< ~ / b /
\:rJT~ p' ')
...~ . ~
"- \ ~
'. \., ' . ~ ;' o;ff
/; {\.~
ATrENTION" r!' / /. '., , " I
fO!'?W r.u/es a .J:2~nb'aw requtres Y,ou to \.........b ____ _. . .
NOllflcallo c~... ythe Oregon UI'I't Z / . '"7---..,,....-,-.-7-' -'"
In n en er Tho . II Y . . / I / / / / /
OAR 952-001- . $erU/esare~etforth /' / ///"/1 /' .,/ /'/
0090 vou ma b -'T7'<O-j--'" .__.l.,. /.,./..J . .. . ,l / E
. " yo tain c' .. "',,,'v . -.. .-.... '..-
calling the center_ (N~PI.es of the rules b}
number for the 0 e. the telephone
C regon Utility NotT
enter;s 1-800-332-2344)~ lcation
DATE RECEIVED ~ .~OSoB NO C1 "S. t2>2b .
ZONE OCCUPANCY GROUP '&:2.
UNIT(S) \ OCCUPANCY LOAD
STORIES' TYPE CONSTRUCTION V
LEGAl:;_f:i~.: .~. '3. .
, _ADO,!:. "j..__ \\ 'SS "L.
OW".:,' ..-~~-
.,
c
:".
~~
" ,
~ 0
:l-"/'
co .
, 'i:
.
I
~/i
~ 1-,
,j\ 11!11
I \
, ,r~' '\\.~
"", .... ~-,,\ -.... t1;> , ~(3:
/ \ "'.\ <> "l> .-
"'\.. . \ ~ \<':'~ 1_ i Ii;
, . '\ 0 '\" ~ .. - '" I I
-:;; t ~\.~......, \ ': \i
\ ",' ~ ~,\ "'. !)'J. \ \ '
\\~' r~ \\\ 'f\, \ '
\ .." \_-- :
/ ,,!,-\', \
./ \ :-..\ \
,.-.- ;;.~o \ J--_..' ~
,t: -.-J'-
. ~ '0 \.-.. -r- ---- - i
;;':=-~:7'---/" / ,,-;~? .'> ';( /~J';//I'-iI7~~'I'
.. _.._____' .J'/, ..." ,I ,;/ / \t/' 'I' I /1 t I
~ .., 1,.::0\
~ \ 1"'11
_~/ \ ifi:1
\ '
\
NOTICE:
THIS PERMIT SHALL EXPIRE IF THE WORK
AUTHORIZED UNDER THIS PERMIT IS NOT
COMMENCED OR IS ABANDONED FOR
A~Y ~ BO.DAVPERIOD,.
'--
'"
IJ -
N
\)
*--
----
-.~
~
~-
~'-
----
I
-jl~
/ff'l. 7 I
~-
~~
;17.-----}-,O/-L ~
I '
...... . I.
" J S<l'~'C I
i--:: t.~/(
. /500 JoL.
b
I;
",,!
<l'ol
.1
,
Ii
, !
. ,
, ,
i,
: i
~
<
~
~
'"
-oJ
I,"
! '
!
r I
-T-jlZI-i
," '
-
'-'
'<i
.~
".."
/
/'
. f
; I
i
i
---:'-7'
\j
"
,
r"
~ l ....1
11\ "'. ~
h (\) !?"~
......... l.\') ~ L
l . . .'J..
<; ~ \.
. IE) ...; ~ ..
"" '1 :;t:,~'
,
-,
:-r
! :.
\ r 1
( :
:D
IT'
:;5
~i
rn 1
c::;!
,
CD!
'..../ 1
, ~ i__
:0
;~
,-'
<0
i
__ .1.___
\/-
,~IFORo ASSESSMENT
I AND TAXATION
ONLY
NW1/4 SE1/4 SECTION 6 T.18S. R.2W. W.M.
LANE COUNTY
~
-1
18 02 06 42
SPRINGFIELD
NAD. 83/91
-
o
"
o
-
I'. '.,~
'.... I- .E ~-.
I,"';;" . ~. ~~' 12) ',.....10
~: n . r'~ut:fJ( : f p.
p""';".!~i1i !,;~ ,"" _:::"STf!t,S-..~_., .. '"
IJ \.V. ~ 1 I' 1700; "" .. ',..,:"~ 'I J.OO.oc
.... i II' ,1 l~l'( '''' ~._.'A"
,"" CD i I J ',......,...... '400."'" ..:.:;:,::-\.
. I 'f. E.......... :2JDOj"-' "'-
II I ~ , i ~h'\ l'.-.....h., '. 1~", I. .......
'. . .. ... ~...~ ~ 0 . I f.~ ";... .~-. 'I -
j ;i" ..../ .... 'j l:'t: t sod "" ........ .";;,.., .... ~ ~1 ~ '! i,' f-" ..... .......-.....
"",,',,', ""~ . ,.! ; ,~~ (~8) - ---....::... ~ ,I ~~j
4' ::~~.'.!i~;;: , .} '.~
.!.jl'I.'i...~:.1\"~11
. 500 . G.WO.oc -;;- !.. .~. .. '>~;:;;;':;;;;._
~' II'"~ II' "" ,....,"""""..
, lUl.IC-
S-172!l2 S.J074t I ~ JrlIlC ll.~k
-~'
:Z~~ II
SCAl,[IO.l00'
J SEEl.W'1B020J1J
~
~
-......-
J ol'k
~,=
.03.02oc:
(0:
,~
1
I>-
P
..: rr~~':~::=_~:~..
....ml1
\!~~)
..h,.....
,
-.
-'-
I
Iii
"it'
~
" t "11Wj.- 'J:/"?
:f 'J.}....,;.1 JJ
: ,Jf
.. ;.~~ '~f i
f -~,- " I
,- I I i
llMoC i ;
I I. i
-1._ ..I.. !
J'I--.~,;v.r>'~~l:~"~
1_. II '.
~ji"'"
, ;
, ;
, ,
, ,
: 1
, ,
I;
, ;
, ,
Lt--____.
I
",n
,~1 J,\Olc;uIOC
_'';:---''~0'~ <;:l"":I!?b I. m9-Q.2
- "'-, .--.. %'"'' \ ... 7 \ "\ . i
~~,. >~~9;.,:'~ '~' m'\ l~. i
- '- -= =._=-'::",~"~'..;..,;;,=- -~ ~ _.:..., -:- "', 0. .,.l" J... -:~",.
\ f, \ ._, , / / .
".;... "'-. / SEl:l.W'lI01oe "'" 111
"""
2..IIOC
S.llVOJ
18 02 06 '42--
SPRINGFIELD
Ce.o ~"K
~o X
C6G). \ \
c;,y,2 - 012~
gr/,;.
10 ofv
=~ t~,f.,
<;rol-<. fJrup' /r-'7""-
1/'1' 7 Lqcv~1 4'-e
~r/1J~efl
(')fYC J9~,feA
SO...H
.
..
r COr-
10 ( ,/r;
I~ r ,f,
,c:;.,," ,'I ,/ O'? hoY..sc.
~<'e'
,,::.' /
e, ~"'''''':?-'~ CJ,- C"r~~
{~
~ 11)<1t I ~(lJO
\ j , ~ ~.s-D
\D' -.'
!: . <:'1 0'-f
:~ ~7-
ii ~
____lJ.I" !~ ~..
n $OL,U fig "(~~?-~:/41
'_.-:-::+~'.. .. _....._."----: ~ V L. I .' .,
'IU J 'w;.~.o:
iL;j! I' r' BBlROOMI/2
! BATH :::Jl:
. - G ".0
." - 1A..
~./
~:"b "ft1 Mi' CI",,A- 5'
I iP~~i!'.(. -"E--~:...-- ~1 '~
I-- d".' ,;..~ - .// - ~.....-
, _I.D"~-
V 'lliQ,0Ilt1k*_Nll.4
..,.,
'.. .."",--" .' ~
~.~.
.'~- 7 >
,__ .___ W..._1
~e~n
GoD .66001 K . 3 Bedroom, Den (Opt 4 BR) . Family Room . 2 Bath · 2097 Sq. Ft.
r&."t.-Wv) .~R
a ;EP { w;-~r~'
t' 1iJ-~:--:-'--;; ,.. -----:::-
1)'1~ .~.I .~~I
?f)!J. C 1-- ,.:,,:,," ". -
,- '.j;- '"",oOJ- I 1 -
~. i / / 'ifTi';_-LJnJTY-'
, . ~:TH "-1 .: J.lf-t ~ -
~p e c;ro: ~-E
~lI ,b<" ,
,
.
~
I,
,
,
1
."'.1)
-.--- ~ tij
:::: ~p=K/T<HN , -1-..
--- .=
-~ j
___..............~. I
IlNNG
ROOM
-.
1'r1""P",
~{
.
MASTER BEDROOM
...,...
...f\
/ ! .... 'UVNl ROOM
.../ I "....,
, ' '
.' : \
. . .
,,::\~~ ...// ! ....\:...
.-,,,::-" . . .
~..' .:~~~ ! \'"
. ......p \II',o\.1J
.Ll
J...
11.0"
....
."lhlM
II ._..J.
Del
OPT. IlDRM 14
ba...ouuod '3
.
, c;:::l , ,..
..,...~,"
~~
I~ I,J 1/111.-.1
q.,.. ~:fs- W-77
----v.F-"l=J
- -. - - ~ -' - - - .- . - - - -;~ --
-, - -
v.
.~
I' .
I
PREPARED BY'
PROJECT TITLE:
L I
, I
t, i
I
, I
,
u
7 I
I
~
V
10
11
'~
11
I,
1, '"
.....
,
1\
10
17
l~
1~
10
11
11
13
14
T
,
1C
17
10
-;'7'
;>7
, I
. -:: - .10
l;:;
-0'
.
13""
,~.
00'
I'
- "-
,
......
",
DATE:
~
').:>
-.J
,
'-
.
v'
"
"
it!
I'i
I ~
]:';
II
"
"
,,'
1(,
II
H:
11/
"I'j
I,'
:(1
i.,.
'/')
,,"
1; I'
I
1', i
I:
I:
z: i"
"
i:
! ~
'}: I;
i;
i') ;1
I. iJl~1~Pl~H~_D BY.'
; 'JRl~\ J,=r"T TiT. r;:,
I [ , .h ~.,,-." ,ll......f..,:..,
,< X
<: X
>< >(
>(x
~ >< x:
"'.
P'a- ,iJ/""""'-?>-<:;1-f tCr
s fa t 1~ "."d.. (I"" 'I ,. 11".,;.,
.w,' I/, Nt",-," m<c;rlr 1M,,! .J5()J
fJj; c<A~4
J .
r'f!':,,/,/"t;# ron-" 11'
\ ,,~d' / I"'~.( ,~
\\
~
>(lo(
.. X
" x:.
{:. X
x * X
,
,
,
,
i
,
I
'Y.. X
XI
:x ~ X
i
I
1
x
x
X
!
><
i
I
,
X L 'X
,
*
X
x. X ,
X
x~'><
,
;>:< :(. *
, . ,
}.7'
x
I
i
i
><
37
>< "!l''''XXx.",)\~ -\ ...,
.", X
)t )(:
.)( " Y.' "-
)( " .. ~
X y.
,)( Y-)' X
): )(
, X
>'-~XXX~~)(.'>I
--/0
x.,,:
~
'O~
>
Xj..
xi<
"y..
lX y..
,>< )(.
Xj..
I
,
;X~
i
.>eX
:x ~,
I
y.~
^
13',""
1":><
,
)::;
Oc~
\ '
XX
.,.:.'><
X)(
XX
i)/,
,~
DATE:
.n.-/f' IK !.J "",
f / /h
','(" /M,/"./.,(/<I';
/0...-4/
~
...,
....
,
"
,
v~
-
~
"
.-
..
.-
wi
..
wi
..
.-
..
.
..
..
.
.-
..
..
..
.
.
..
.
Ii
.
.-
.
ti
.
.
Ii
..
.
.
.
.
.
.
.
.
.
.
II
dl
4" NOMINAL
POURED-iN-PLACE
CONCRETE SLAB
FOOTING
,\\I:l\,-:. "''i..'i.. "-'i..~\:'~'i..,*,'i..~ "I:l"-
" 1:l\:''\\\I~\I:l,\\-'i..,\\''''''''i..\I
'i..\...'i..~"',,\\'i.. "~I:l"-
\\) "\.l>l:.\\\<:' "'I:l'\\"'''-'i..\'i...
~,.
10 GAUGE 6" X 6",
WIRE FABRIC CENTERED'
VERTICALLY IN SLAB OR
REINFORCED WITH
APPROVED FIBER
l:lQIE; 2500 PSI IN 28 DAYS.
7 DAYS OF CURE TIME
REOUIRED BEFORE USE. '
REV. 12/01/01
TYPICAL
I
RHW!
REINFORCED CONCRETE SLAB FOOTING
MANUFACTURED STRUCTURE I CHAPTER 3
AND PARK SPECIALTY CODES I FIG. 3-5.12.1 M
~
, ' ,;
...;
I
I
I
.
.
.
.
J
J
J
.
.
.
.
.
.
J
.
.
.
J
J
.
.
.
.
.
J
.
.
.
.
.
.
.
J
.
.
.
"
.
~ ,
. ,
~?
b"/:>- q
::;::::~:.-=.;~ ~.~ I.
~~;;:::.~::::::;-;'
:.;.-;.-;:;-:;::-;-:;::.
9" MAX
L 15>.... .., =c:--: ~
~-...,,~.
,- -
\
\
il
!!
I'
FRAME
PIER CAP (TYPICAL 4" X a" X 16"
PRECAST CONCRETE BLOCK SHOWN)
TYPICAL PRECAST CONCRETE
, BLOCK (CMU) PIER,
TYPICAL CONCRETE FOOTING
I
REV. 12/01/01 RHWI
TYPICAL PIER CAP, SHIM & WEDGE DETAIL
MANUFACTURED STRUCTURE
AND PARK SPECIALTY CODES
CHAPTER 3
FIG. 3-5.12.3
"O'~'. ,
. .., .,~. ~, .
'" ''01,
',',iill,1l' " '
.:,j/I
,,' ?\r
l
.
l
l
l
~
.
~
.
.
~
..
..
~
.
~
~
.
~
.
~
.,
--- .... .... -
/'~:;-::-/'
.,..,. "..r ..-'" ../
.."" //__,0-
,/ ."... ,/ ......
......~ ...... /~ ..."
/' /...,- ..-
",'-',...-',..." J""'-
,,,,' .;..-/ -"
k~~' /"
1 (/
NOTE:
./
.. ./"-"
'" ".,r..."
/..."'/ ;.
../"// .,'
~/ ...", .....- .-....
...-..--~ ,.'
-'''...... / ."
",.~/~.;;"~~'-_/
.. ,...... "," ..
.",- ~"'/ ~....
/--;:---/ ..-/,"
MAXIMuM HEIGHT IS ALSO ii, ~ :::~:\::;./ "'-TYPICAL MAINFRAME
LIMITED BY LISTING OR ! I ~ililI"
APPROVAL. .J 't: ::;:: ::: ~ ~ 2" MAXIMuM , .
k:c ::J., ./ Ii ' EXPOSED THREAD
I
I!
I
l::lQli;
MAXIMuM HEIGHTS SHoWN
ARE TO MAIN FRAME ONLY.
ADD'12" IF PIER IS
lOCATED UNDER MARRIAGE
LINE OR SIDEWAll.
TYPICAL TESTED
LISTED AND APPROVED '
PREFABRICATED PIER ~
TYPICAL
CONCRETE
FOOTING
REV, 12/01101 RH'W
TYPICAL PREFABRICATED PIER
MANUFACTURED STRUCTURE
AND PARK SPECIALTY CODES
CHAPTER 3
FIG, 3-S.12,2A
,,:,.
.';
:,
I
I
I
I
('lj; . .,
SUBSURFACE DRAINAGE SYSTEM COLLECTS
WATER BELOW HoME AND MOVES IT OUT
AWAY FROM STRUCTURE
~ GRADE SHALL BE SLOPED AWAY FROM
THE STAND AT 3 INCHES MINIMuM
FALL IN 5 HORIZONTAL FEET.
REV.
TYPICAL
I
12/01/01 RHWI
GRADING & DRAINAGE AROUND FOUNDATION
MANUFACTURED STRUCTURE
AND PARK SPECIALTY CODES
I
"
,
WALL
CHAPTER 3
FIGURE 3~4.3B ;