HomeMy WebLinkAbout064-150-024' J
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64-15-24
.NK YAMASAKI
141,45 Colter Way, lot 169,PP# 13, Magalia
Contr: Paradise Modular Concepts
Permit#1935-84P.,E(ut�il, MH)
GAS
SUPPdRT STRUCTURE REQ
COMPACTION TEST REQ__ il -r) AAI*
64-15-24
Contr: Paradise �ioddldr Concepts
64-15-24
'-ontr: Paradise Modular Concepts,.
is�YoQdular Concept�-S
rPermit#3066-84B(new awning/MMH)
064-150-024 03-208J7
YAMASAKI, FRANK
ALE
14445 COLTER-WAY,-MAGA
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RECORDING REQUESTED BY:
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DMSION
7 COUNTY CENTER DRIVE
OROVILLE CA 95965
COPY of Document Recorded
30-.Iu1-2003 2003-0050307
Has not been compared with
original
BUTTE COUNTY RECORDER
SPACE ABOVE THIS LINE FOR RECORDER USE ONLY
NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH,
INSTALLATION ON A FOUNDATION SYSTEM
Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code
Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit
described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document
• shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to
its contents to all persons thereafter dealing with the real property.
FRANK 1. YAMASAKI AND LYNN M. YAMASAKI
REAL PROPERTY OWNER/LESSOR-
14445 COLTER WAY
MAILING ADDRESS -
MAGALIA .BUTTE CA 95954
QTY COUNTY STATE ZIP
SAME
INSTALLATION MAILING ADDRESS, IF DIFFERENT
SAME
CITY COUNTY STATE ZIP
SAME
UNIT OWNER (if also property owner, write "SAME")
SAME
MAnJNG ADDRESS
SAME
CITY COUNTY STATE
ZIP
UNIT DESCRIPTION
BUTTE COUNTY BUILDING DIVISION
LOCAL AGENCY ISSUING PERMIT and CERTIITICA 1 r OF OCCUPANCY
7 COUNTY CENTER DRIVE
MAILING ADDRESS
OROVILLE BUTTE CA 95965
CITY COUNTY STATE ZIP
03-2087 530 538-7541
BUII DIN ERMIT N0. TELEPHONE NUMBER
. 7-28-03
SIGNIXTORE OF LOCAL AGENCY OFFI DATE
NONE
DEALER NAME (if not a dealer sale, write'TIONE')
NONE
DEALER LICENSE NO.
GOLDEN WEST HOMES 1984
MANUFACTUCALYPSO / CA606C9
RERS NAME DATE OF MANUFACTURE
MODEL NAMF/N[IMBER
GW6CAL CA5 7 1 AB/C 60'X24'& 45'4 "X 10' re T I Q'7417n / 1 In
cvnret wrrn
REAL PROPERTY LE t r)EscgIpTION ASSESSOR'S PARCEL NUMBER AP # 064-150-024
SEE ATTACHED
HCD FORM 433(A) REV, 8/91
WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept.
LEGAL DESCRIPTION
: A.P. # 064-150-024
All that certain real property situate in the County of Butte, State of California, described as follows:
LOT 169, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT 13",
WHICH MAP WAS FILED FOR RECORD ON MAY 13, 1971, IN BOOK 38, AT PAGES 28
THROUGH 32, BUTTE'COUNTY RECORDS.
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,��CERTIFICATEOFOC° UPY�'
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BUILDING PERMIT NUMBER: 03-2087
Address or location of unit: 14445 COLTER WAY, MAGALIA CA 95954
Legal Description of Real Property: AP # 064-150-024
SEE ATTACHED
(x) Mobilehome/Manufactured Home
() Commercial Coach
Has been affixed to the real property above by installation on a foundation system
pursuant to Health and Safety Code Section 18551.
Owner's name: FRANK J. YAMASAKI AND LYNN M. YAMASAKI
Owner's address: 14445 COLTER WAY, MAGALIA CA 95954
INSIGNIA OR HUD NUMBER: CAL287670/1/2
SERIAL NUMBER OR V.I.N.: GW6CALCA5791A/B/C
MANUFACTURER'S NAME: GOLDEN WEST HOMES YEAR: 1984
OFFICIAL APPROVING INSTALLATION:41�,7,2CzImId,
DATE: 7-28-03
PHONE: (530) 538-7541
H.C.D. 513C
STATE OF CALIFORNIA - BUSINESS, TRANSPORTATION AND HOUSING AGENCY
' DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT
GRAY DAVIS, Governor
Division of Codes and Standards
Ov51NG ,��
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Title Search
3�0
Date Printed : 07/11/2003
DEQ
Decal #: LAF8654 Use Code:
SFD
Manufacturer:. 09248 GOLDEN WEST HOMES Original Price Coder
ARB
Tradename: CALYPSO Rating Year:
Model: CA606C9 Tax Type:
Manufactured Date: 07/04/1984
LPT
Last ILT Amount:
Registration Exp: -
Date ILT Fee Paid:
First Sold On: 07/30/1984 ILT Exemption:
NONE
Serial Number HUD Label / Insignia Length Width
GW6CALCA5791A CAL287670 60'
12'
GW6CALCA5791 B CAL287671 60'
12'
GW6CALCA5791C CAL287672 451411
10'
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Registered Owner:
FRANK J YAMASAKI
LYNN MASAKO YAMASAKI (Tenants in Common Or)
14445 COLTER WY
MAGALIA, CA 95954-9624
Last Title Date: 08/30/1984
Last Reg Card: 08/30/1984
Sale/Transfer Info: Price $61,700.00 Transferred on 07/30/1984
Situs Address:
14445 COLTER WY
MAGALIA, CA 95954-9624
Situs County: BUTTE
Title Searches:
BIDWELL TITLE
1835 ROBINSON ST
P.O BOX 811
OROVILLE, CA 95965
Title File No: 210339 -GW
* * * END OF. TITLE SEARCH
Recorded at the request of
PROYTT..i..F —TITLE ............ .I
.............
,Order No. 83513-169
Ret . urn to& Mai1- T'ax Statement to
............. 9Q745 .........
..............
Y
ORO WL.�..�tNA�
JHLh 27 PH 1971
r, Ir. 'u, NJ TY, 0 is 'I;
HE
2 lfsi4k
GRANT DEED (Corporation)
Alkoror value received LARWIN DEVELOPMENTS, INC, ,'a California corporation
GRANT ........ to
AAJ. YAMA,8AKI and LYNN M, YAYIASAKI -h-u-sbxan: d and
wife, as Joint Tenants.
all that real property situate in the
County of Butte
, State of California, described as follows:
See Exhibit "All attached hereto.
DOCUMENTARY TRANSFER TAX
XX COMPUTED ON FULL VALUE OF PROFiRi.j.-�
OR COMPUTED ON FULL VALUE LE
OFFICIAL SEAL
ENCUMBRANCES REMAINiNG. AT:
LF,0 JL VARTV
n
PUBLIC CALIFORNIN 1_9L, Org
NOTARY
COUNTY BUTTE
Signours of Dufarant or -Aae-1-4
r
of
)14 EXPIRES MARr414,1*1974
a MYCOMMISSk
..........
IN WITNESS WHEREOF, said corporaition has executed these presents by its officers thereLinto.cliil'y'iU'tliqrized,
this 30 th day of July 19 ----- 71...
IAR----II ------
...... INC C
C
B_
. .. ...... _� -)--. � �_ _'; ....... _.? ......... : ..........
STATE OF. CALIFORNIA t
ss. B-
M____ _-S t
.............................. County of .............................. Butte ..................................... ja-ttox �s_S1
-Secreary
T.
On ............ .......... j
jA
.
.I,v ... 3Q ..................... 19 ----- T., ............ LPQ ... R...A tin ..........
ry .....
a NotaPublic, in and for said...... But.te ------------------------- County and State, personally'appeared ......M.a... ........ - ------ * ...........
athcart ............ .................. and
................... ............... J......E.._Bat.tox ................_ known to me to , be Ike ....... .................... V. i C.e ... President and the ..... Assisiant ............
Secretary of lite corporation that executed the within instrument, and also known lo'me to be the persons who executed it on bphalf of such corporation'
and acknowledged to me that such corporation executed Ike some, and further acknowledged to me that such c I I
-laws or, a resolution of its of Directors. — led the within ',s7rurnenl
pursuant to its by JIfy commission expires
Maxjcli-.T� .... 197_4� ...................................
..........
Nolary Public
OROVILLE TITLE COMPANY
All that certain real property situated in the County of Butte, State of
California, described as follows:
PARCEL 1:
Lot 169 as shown on that certain map entitled "PARADISE PINES UNIT 13"
recorded in the Office of the Recorder of the County of Butte, State of
California, on May 13,•1971, in Book 38 of Maps, at Pages 28, 29, 30, 31
and 32.
EXCEPTING THEREFROM, all minerals,'oil, gas, asphaltum and other hydro-
:.;..:,carbon;: substances ;:w :tli.. provision .that ,.an:.:o. erations:::slia]';1.
be::-don'e:::from i'ces: outsidee a'urfac=e ar'ea'`'o'f' Chi Pari des_cri_bed :'1leret
_...
and that no damage shall:be done to the surface of said land.
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=, :^ RUIN, �..7:. Y :.= + . ''<. c- . ss- i': ..s
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�%S,rJ';. d. �$���'�'%� _
.... ....... ..... .. . ,......r... ._. •:..:. .. -., ...: ... ::. .. ..-.... / ..... :...... '„Kv:A -%fie h'+A,A:O z'i'r U/' S.F'"' :F✓Y t�
._.. ...' .. ..... •. .... .... .,. .._r.J ....:..:: .J..:..�. r.,'....:::...,-•. str rr -�-'T.:_ :l%:%: •r"yii:a� ���
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'•rte "¢a;'�''r%�.:• s. x. ., >i��`.
.;.. .: : - a'r
.n..exc.lus.rve ease °G
... ...... .. .. ... e .. ..:.._ . WAG of
said_:Pa .ad:... ;.:, :;..;....::<:.:: .' .':;:
r �s.e _Pines x fi ,
....:......
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r cr,eat� on.<.ar.eas'.. a d. q �z
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Fee
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vested in the hereinbel w ..r:�= r-�. -
and enjoyment of the owners. of clots in Paradise"Pities U:ri' t I3`; anc:rn
any other tracts -heretofore and hereafter annexed, as more fullyYyset
out in the said Declaration hereinafter referred to.
2. Covenants, conditions, restrictions, reservations,
rights,. rights-of-way and easements now of record.
This conveyance is made -and accepted and said property is h.ereliy`':'
upon and subject to that certain ' Declaration. of . Couer1anCot
and Restrictions d d S
b 4
r, r..ecor, a on a tem er h9;7.0_ a n ootc--=:r1 3r rarer=.<=La
..... .. ... ... ... _,.,...::..::';...::..
fwpg
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,. ..�,....1....._ c oral � o £_ s. ,ou .. .y . ..• t:.,.
' s r 4 ...... a�.d.. C_ ..... end. d<", ;-' �
_
recorded on October '16, 1970, in Book 1639, Page 433, and an instrument
recorded on March -165, 1971, in Book 1663, Page 348,*of the Official
Records of said County, and the Declaration of Annexation for Paradise
Pines Unit IV, recorded on October 16, 1970, in Book 1639, Page 437, and
the Declaration of Annexation for. Paradise Pines Unit VI, recorded on
October 16, 1970, in•Book 1639, Page 440, and the Declaration of
Annexation for Paradise Pines Unit VIII, recorded on.November-4, 1970, in s
Book 1642, Page 210, and the Declaration of Annexation for Paradise Pines �
Unit X. •recorded December 15, 1970, in Book 1649, Page 528, and -the
Declaration of Annexation for Paradise Pines. Unit XI, recorded on June 10,m
1971, in Book 1680, Page 206, and the Declaration of Annexation for t
Paradise Pines Unit XIII, recorded June 28, 1971, in Book 1683, Page 399, "
-all recorded in the Official Records of the* Butte County Recorder and the
covenants, conditions, rights, restrictions, easements, reservations,
benefits and burdens therein contained, each and all of which. are hereby
expressly incorporated by reference as though set out herein in full.
L
Order ' Escrow
NL-mbet......._.._._.._._.._._
RECORDING REQUESTED ®y
..........._......_..____-. --
WHEN RECORDCD, PLEASE MAIL TO
SECURITY PACIFIC NATIONAL. BANK
.... P4r44.tAe;Ofice
A ttent ion
NTY,C.':.
RECORDERS QF R&E1
f',16r P r•rt,-�,
1336 NGV 24 M 9:' 19
RE��FrC3WN F
U-41'251
SPACE ABOVE THIS LINE FOR RCCORDER'S USIM
Deed of Trust
W11L Aaoignmtent of Rents
PafjR3
THIS DEED OF TRUST; made this...... 19th. 196 ,
between ....... Frank J.......saki and ..ynn.M._Yamasaki...husband and affe,.as_joint tenants
............: ......... ......... ............ ....................................... ........ ................................. ........, as TRUSTOR,
I4445 Colter ka Ma alfa CA
whose address is ...... .........................f'._.......4......... ±....................... ............._..... _
(Namfwr and Stmt) (City)......... Mate)
Equitable Deed Company, a California corporation, as TRUSTEE, and'
SECURiTY PACIFIC NATIONAL BANK, a National Banking Association, as BENEFICIARY,
WITNESSETH: That Trustor irrevocably GRANTS, TRANSFERS and ASSIGN'S to TRUSTEE 1N TRUST,
WITH POWER OF SALE, the property in............ Butte_
.........................._............._.County, California. described as:
Lot 169, as shown.on that certain Map entitled, "Paradise Pines
Unit 13", which Map was filed for record on May 13, 1971, in Book
38, at pages 28 through 32, Butte County Records '
including all appurtenances, all casements used in connection therewith, all mate, and !Nater rights (whether riparian, appropriative, or other.
wise, and whether or not appurtriunt) used in connection therewith, all shares of stock evidencing the same, pumping stations, engines,
nu.cl,incry, and pipes, TO(sl:TIIl:R WITH tite rents, issurs and profits thereof, SURJF..CT, HOWEVER, to the assignment, as hereinafter
set out, to lteneficiary of the rents, issues and profits; and also including as part of said property all fixtures and equipment now or hereafter
there:o attached or thereon situated and intended or designed for use in connection therewith.
54
FOR THE PURPOSE OF SECURING (1) Paymcnt of the sum of S ....72...Q0....................... .with interest thereon according to the
tertni of a promissory note or notes of even date herewith
fns Inp
ti! he lit ':e 175 1
thw Itis pj� a!,je 1,- C%crjj: (I't, tit
at'im-CO
V V
ifflitecl th-r Wc;!:jtk- of Ihj,
Deed of Trust.- rrus,.,tir
(1:e , h, p.otecl and pfe'LIV." It)
vot.
N. -i I,, rcm-,%c. olval,olsh .,I filj:c!jjj., j1jel n,.
014";N co 'I.xI Nl!IiiIciol,
!,:a,e .I !;I., rrz'IrI,T71; [h,! plem-Tii
In up!rtc IF.tad in ;:,ilid an.1
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..::IV[ less Milrh div chalavler -? I%t: if '.nd p nprrt he
;ht' t-niinic;jn,'in%
Ind with I,,,, p --
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.hL,:I to
IT. ill jild defeitil ir-O I. it -.,n,:
!:V.: ;!I,, hcfcor -r Ihx Of Or ll:nt:icljrk I;
t.\!Ce : .,nu \Ilz tuld. I! c n e: :Cia! ret 'I foi:cc AC,:I zo d!4:d!4d!4:
au ;11;IITZ "'IS; 1:1' CvO '!'cc it( fill,.' 'al"d j:::•: !:e-.% Iccs ::I I rc:in.ihIC
IW:!! W4,ttf4:J Hesse! K ltinie.
pz\ at Iv,'t, he!. -n7
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1. I" ifr, all -o,Ils C\*pL:-,I%v,I,T! if:;,
It k tnuttial!V ,greed that:
t4). S!tould'ttle pr,qterfy ir any flats rt:, of i1c,lAen ;:
-it .in) -I.,ubli, I stil•r U, It Ill!! r I W' Cl I Mte;:IIIA - WeCL:i:I?!
I;"C.- carilictuake. ar if) illy.minter:., M:�t-,T fiVrCI'-%
illc!% j*iy:n% to Mifefictir :!If
:Ind I-Iltci p.iyiticil? or relief The -e!:•, and
,-:iI.Ih:J 111(ton In cOMI'llul.ce. 41'Na! a!ld pit lit
irsv j,:(jon — it, r -I aQ,.
-xIIIcnient in connect; to t,;!!1 itl,!; !jk!n:t IF Jj::!u::,'.
•Ill <zldi lwn. :"\ lItt!s. liars }9e, righ : it tit :tct !.,-I !7::j prI
Ill, -:11 ;,I".. tit-- lwovevds of arlt _tlli IIIIC:
.;-tc, kily ',.Ild r(opeff.y. sL a%,igned. Atcr dcdu,,!ion III' licnekc
1,e
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MCM "1 .111.1 .::1$ she
;i:w O,tiv. !,"!Ie: wI.,t\ d... h Ilia! %-.:,:%v
Incm Miell Ill,* 'A .111 oll-xl c"tuctl I. !o
::c d,-Ijti!: I-tf In -,j%
XIc, till, the ,I nt, Inc !u.jinp T- ;I% , "I
:.-I tf:e 1, 1% nicn; I -I am indeblekinc,' hetet:, it the lien of thi,
tql.-n sh'.. pl..*Pcl;t ;oI [Ile ;LIH ..:Iloon: ,I !hc indch:edne"
I,; Pf'!pefly
hnitt.• z,:11-0
it, Iw:n
Otc ilow -.1 01"
q,1vI1!VillIL',... 1, 1 Alirl"n d
died,,.
:;W!1y Itle :ndJ
are,, 111:1C eons
"Od"t-oWO! 111 11101 W—W.- 1.,(
liji.-, wd wir"!, -,I). IT ; :,!v elle
W.O.
Wv. :! 0:,, 1 1,- A
Ben, scan, tit addifilo k) [he !!:!yMcnj%
I'[, It'll ::!:';:d A-Clind-,' .:,-ill undei the Now st.YmcO I:ctcbv. in
I!Mcll:,. ; the N:Iirs. and in Ilic amoun:% rctlij-cd b.% ticovfics'ary,
%"I"" ki !ill h will lie %ifffict-.rit it, ray one rion0i prior
Ole l!'Q,attic lict-or.ic d;:hnijticn;. ;ill lases, assostmcnii anti
r7eIMUM,. 1!,ellldiilg 1111INK,111T PWV.Ilfl) instar -ince prentittilts
if Ijj,j-jf.:nLc i!; jTl'!'.,Ilv rNuircil by Benciici3ty. If such
1111:11, v\"ek".1 tile so requited. tire excess 11;3%. lye rcic:i%cd or lieW
app;v On slIhICTILicn; PaYntents of the same nature,
etc ts,uffitci_-ni. Trus;or awci,s Ili pay Ili llerterl6aty
on 1;' 1'ru,t-.,t shall default under this [iced.
Ai I)- :tny i:ttif of uid Nrldi then It'd on any.
,iW;ejIw;s, c Lulvi flerellY. Ail , v waiver by Bent:66iry ill any time -or
It, it -lit: 0111 '11ch !'und, he paid it, B-cr.clIciary pursuant to
;hi, parartjph, ,!:'Iii ['.Ili in jnmi,nuc; af'.`ttci the subsequent
cniti,ceniern in JicccjlL:ij--y of the -:ight, power and authority it,
d"mxt'l *.I uch funds.
12) 1 lull, -i tail to mAe any 'Paymcill. ur to tit) any act as
hercin ot-.n iiLncIi,:t_,;s - 1 it:%tcc. but without obligation %I)
at ,,, ,:'nd 'Chou: coli. ' c to I- upon Trutuor and without
M-.,.I,:Fty I ni,!,,; !*ntni .111% lic-cot', may: Make or (to rise
,an:,- in such mariner and tit Vxt-t:n; as cfthcr r'r-ay duan rtccet3a;y
:I, protuvi the w,:,IIzy b...-cor. I;cr.cfici3ry or Trustee heille authorized
loer.':.r tip,in the prop.;:-;t:A*O. such purposeq;c(lim- . tczc,,, appear in and
,leicod n:. jcllol) or 11--vic--ciling purpoting to affect the security
Iw:col '•r The ri::his ,I pituers of Ucnv'fi.-:Uzy or Trustee; pay. purchase,
:;npronive ant; enonnih:ance, charge or lien which in the
j:,tO;:nst,rtI ,c,I' ci:her appe-u% !o he prior or supercar hereto; and in
u, -r. power,. incur ary [Libilay, cvpcnd whatever
e:tb'Utlii lit 0'." 1!ct1--M,ctj:y'4 it,- rrustec's abm;lute discretion may be
1h.-O'cir. inck ' ,dir,2 cos! of evidence of title. employ
:In.( v.:,
IC !,ecq.
W!nUdi-lich ant' without demand all stints cipc!ndcd
n ii::a' tit TRISUCC. With in(Crej.1 from (f2j: of
'clidlime it !hc rise ,(' irs(crest at set fntt, in t:tc acccimpanying
. mqcv
arld fit,- lucn( thercofstiza*111 Lx- secured hcreb .
A,r,•,: !h'.--%!- TO rc,-un,cy, uizhi,ut warranty, all or any putt of t!lc
the ):r_-:Vcc in any recorio,,-'ance may he described as the
;'CII -111 LIT ticr—ns ll-g-jily entitled thereto," and the recitals th-rein of
si:afl N. ciinclt.qhc pro -if (if life truthfulness
11--illn: he. -t -O', atitolunfly is: gni to Beneficiary during the
Cl;s Decd ar-d of:inv pe:\onal property focat,d
ih,.,rcon. i n:d fruots, OiAldefitil; in th_ payment ill any indrb:edaess
sVC(I,,:d t:r I., she per:orina-tricc of any hereunder,
Trd,l lh._-high; I,-. collect ail ilat-li rents. itices• royalties and
p.( -W, V4::1t.d p.i.,r I.- ;C:*_ -Us: J, thei, hvcmite dt:,: and payable, ije
and L .,cp;tw: ref-.!,. recut*,. roy:llnci and profit.: arising or accruing. by
:!%.in;:rjl lc2:;e of said property'. IfTfu%forI:a;
llw
sits
r;;:Il; to c"H-CI anv vi'such rnoncyi; shall
'A ,!!till fi:nv she rixhl,wilho'tI taking roitseti-,ittri of
c,,11ecl Ili ;,•ntij'royalties. issues and
.;I Bene-I-IcE..'ry :;, any time, or frum
IMIC In tich monvyi Oi2ll nat in any manner affect
Ow by lfct!eficiaty of the Fight, flower and
.:iI;II.IIlly!" c"Heci the same. .:,,thin;!conij�=_' herein, nor the
-,,!if Ily lieneficnv. III oilect. flail lie. it, be construed
licneficia" of jry tunincy. Ic:TW or (splion,
li.tU;i,v under, nor :I sub,%-d;n:i:!-,n of !Ire lien or
!hl, Dvcd 1:', alli� such lvnaIlvt, , tease ,f ,p!ion.
CHh'"r In W. ;G.ctil. nr by a rct-civc, it, IT,-
-jnJ titihi-ij: io fit..- ;:Jecluaey !!' any.,:t!,.hfcdfIv %t-curvd. cnier upori jilts t.,kc
„ 11-jr, its Ilenclict,ry II'" It
-11--A .,,if Teo:%, t\,ties :end Illi.fili.
I;.:,! Oul. im! .!:Ill jf;ill, litc -old
;cj\im.:hh- a:!... Is,'
..c.u.cd hvrcht. .,I'll In 't-:1 "I'le, 'as
In-". .::I% .'I liw -lilt'.
(10) The entering upon and taking possession of said pfaporty. the
collection of such rents, issues and profits, or the proceeds of fire and
other insurance policies, or compensation of awarhs for any taking or
damage of the property, and the arpliallon or release therenf as
sforculd. shall not care of waive any default or notice of default
hefeurder or invalidate any act dune pursuant to such notice.
(1!) Should the Trustor or the Trustors successor% In interes:
without the consent In writing of the Beneficiary sell, transfer, or
convey, or permit to be sold, transferred or conveyed, by agreement for
We or in any othor manner, Trustor's interest in the property (or any
part thereof), then Beneficiary may declare all sums secured hereby
immediately due and payable. This provision shall apply to each and
every sale, transfer or conveyance. regardleu whether or not
Beneficiary has consented to, or waived, Benefidary's right hereunder,'
whether by action or no"ction, In connection with any previous sate.
transfer, or tonYeYanCc, whether one or more.
(12) Should Trustor default hereunder, or should the buildirigs on
the property remain unoccupied for six successive mnnth%,
notivithstandin any other provisions hereof, and without not!ce to
Trustor. Beneficiary may declare all sums secured hereby Immediately
due and payable by delivery to •: rustee of written declarat5n of default
and demand for sale, and of written notice of default and of election to
cause the property to be soh:, which. notice Trustee shall cause to be
duly filed for record.
(17) After the lapse of such 'ttme as tray then be required by law
following the recordation of said notice of defanit and notice*' sale
having been liven as then m4cilred by law, Trustee, without demannd on
Trustor; shall sell saidpropefly at the time and pLice fired by the
Trustee In said notice of sale, either as a whole or in separate parcels,
and in such order as hie Trustee may determine (but tub)ect to any
statutory rich! of Trustor to direct the order in which such property, if
consisttig of several known tots o: parcels, shall be sold), atpublic
auction to the highest bidder for wsfi in lawful rRoney of the United
States, payable'ut time of sate. Trustee may postpone sale of all or any
portion of the property by public announcement at the time and place
of sale, and from time to time thereafter may postpone the sale by
public announcement at the time fluted by the preceding postponement.
Any person includitwg the Trustor. Trustee, or Bettefuciary, may
purchase at the sale. Trustee shall deliver to the purchaser (Trustee's)
86-k1751
deed conveying the property so sold. but without any convenant or
warranty, express or Implied. The recitals In the deed of any matters or
NCO shall be conclusive proof of the truthfulness thereof.
(14) Geneficiary may from time to time substime a successor or
successors to any Trustee named herein or acting hereunder to execute
this Trust. Upon such ttppointmert, and without conveyance to the
successor trustee, the latter shall be vested with all title, powers and
duties conferred upon any Trustee herein named or acting hereunder.
Each such appointment and substitlution shall be made by written
instrument executed by Benefrc(ary, containing reference to this Deed
and the Deed's place of record. which, when recorded in the office of
the County Recorder of the cowy or counties in which rhe property is
situated, :hail be conclusive proof of proper appointment of the
successor trustee. ray
15)
to a
and all obligatiionslrfteuirfead bytthis Deed Is hereby waived, t defense
full
extent permissible by law.
(161 Any Trustof who is married hereby expressly agrees that
recourse may be had against his or her separate property, but without
hereby creating ary present lien or charge thereon, fo: any deficiency
after sale of the property hereunder.
(17) This Deed shat inure to and bind the heirs, legatees, dev!sees.
admintstrVom executors, successors and ossifies of the parties hereto.
All obligations of Trustor hereunder are joint and several. The tern:
"Beneficiary" than mean the owner and holder. Including pledgees, of
the note secured hereby, whether or not named as beneficiary herein.
(IS) Trustee accepts this Trust when this Deed, duly executed and
acknowledgN, is made a public record as provided by law. Trustee is
not obligated to notify any party hereto of pending We under any
oilier Deed of Trust or of any action or proccel!.g In which Truster,
Beneficiary or Trustee shall be a party, unless brought by Trustee.
(19) Thh Deed shall be construed according to the laws of the State
of California.
(20) For any statement regardirg the obligations secured hereby,
Beneficiary may charge the ir-minium amount permitted by law at the
time of the request therefor.
The Undersigned Trusto.r requests that a copy of any notice of default and of any
his address hereinbefore set forth. notice of sale heret under be mailed him at
:.....Z.... ..> �.1.............._.......__..
Frank J. ama. 1 .Wr -......--•••�••."--•�—„•
Lynn M. Yama ki
................................ ........... _......... _
. .............................
4445.ColtPr tray 14445 Colder- Way
__._._.........._.......__.._.............................
Magalia, CA 95954 Magalia, CA 95954
....
STATE OF CALIFORNIA
e' SS. }
CiCOUNTYOl....... .. Butt
on:...... November 19, 1986
.Frank I Yamasaki.&..Lynn M.
..., before me, the undersigned, a Notary Public in and for said State, perso ally appeared
Yamasaki, .proyed..to., me on the basis of satisfactory evi�ence
...........................................................................................................
Lathilr))>>U't to I -T the person.S........... aliose name...iir..e ....._............
............they etccnted the see
rose.
'XITNESS my hand and otT:cia: seal.
,,
MARION L BECKCR ,
_� rc)tsaraaitKiso�ean
Botta Ca.q
IuYCOTMUW 1�F.Gin�ti
Fep tee. iaaa
..........
.......subscrihcd to the within instrument and acknowledged that
..............
(Notary Public's Signature)
Marion L. Becker
Ev.r rat= u0CMCNT
GM9102_Q59
GV -162.
RECORDI14G REQUESTED BY
AFTER RECORDI aG MAIL TO
FRANK •? , VAKASAKI
LYNN M. tAMASAKI
1 4 4 4 5 COLTER 'WAY
MAGAr,IA, CA 95954 `
RECON NO.' 053597-R
ORDER NO. N/A
8 1 --080 10
91-008610 Rec Fe - t- 5.00
Check 5.00
Recorder;
Official Records
County of
Butte
Candace J. Grubbs
Recorder
8:02an
6 -Mar-.- Ji 1
1't11b brA" r. <� M"Va"41%'O VOL V1v j
LOAN NO. 801-1064/8
DEED OF RECONVEYANCE
NNE REAS, the indebtedness secured by the Deed o
EXECUTED BY: f Trust dated 11j19/86,
FRANK J. YA1",ASAKI AND LYNN M. YAMASAKI, HUSBAND AND WIFE, AS JOINT
TENANT:;
TO: EQUITABLE DEED COMPANY
Recorded on 11/24/86" as Document no. 86-41751 Book
Of Official Records in the office of the Recorder of BUTTE
County; California, has been paid in full.
Page
AS TRUSTOR
TRUSTEE
NOW THEREFORE, the present Trustee having received from the present owner of the
beneficial interest unde_ said Deed o:'Trust and the obligations secured thereby
a written request to reconvey by reason of the obligations secured by said Deed
of Trust, DOES HEREBY RECONVEY, without warranty, to the person or persons
legally entitled thereto, ,the estate, title and interest now held by it under
said•Deed of Trust in said County, California, describing the land therein:
AS MORE FULLY DESCRIBED IN SAID DEED OF TRUST
DATE: 2/22/91
STATE -OF CALIFORNIA ) ss
COUNTY OF LOS ANGELES )
EQUITABLE DEED COMPANY, AS TRUSTEE
' �
JOAC. CASS -
VIC PRESIDENT
;✓
On 2;`22/91 before me, the undersigned, a Notary Public in and for said
State, personaliy appeared JOAN C. CASS, VICE PRESIDENT,
personally known to me to be the person who executed the within instrument, on
behalf of the Corporation the::ein nam�,d and' acknowledged to me
Lilat the Corporation executed it.
WITNESS r:.'_ hand,and official seal
s S.ignatUee -ji
—
it •�'�','�:�,
.%'r! 7.!
�'•'� "'a`�Yf.fl '/
E KA
Z
NOTES .i RESIDENTIAL
064-150-024 03-2087
PERMIT NO. _ YAMASAKI, FRANK
14445 COLTER WAY, MAGALIA _
CONT: BRODERICK, BRUCE
EX MH PERM FND EX SITE
I- THE HCD FORM 433A FOR THIS MH.CANNOT BE
r, RECORDED UNTIL ONE OF THE FOLLOWING HAS
BEEN.,TURNED INTO THE BUILDING DIVISION:
(1) LICENSE PLATE(S) OR DECAL (THE
INSPECTOR MUST RETREIVE).
(2 STATEMENT OF FACTS (ONLY ON NEW
+ MH'S).
(INSPECTOR TO VERIFY SERIAL & LABEL #'S.
SPECIAL CONDITIONS
CHECKED
BY
f.�
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
.ri
f
JOB FINALED (Date)7/,,;,
Signature
J=OK
0 = NotOK
- =Not Applicable
Ap
. = Not Ready
RESIDENTIAL
Date
UNDERFLOOR (Plans) OK except #'s
1. Zoning -Setbacks -Easements -Flood -Slope
2. Ftg., Main; Soils-Elec. Grnd.-/• /" Ftg. Depth
3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
4. Ftg., Porches & Decks; Soils -Steel-/ /' Ftg. Depth
5. Stemwalls, Main; Steel-Blockouts-Wrapped
6. Stemwalls, Garage; Steel-Blockouts-Wrapped
6a. Hold Downs and Special Anchors
7. Slab, Steel -Wrapped
8. Piers -Fireplace Ftg.-Steel
9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test
10. 'UF, Gas Pipe; Size Anchors -Yard Gas Piping' Size Test
11. Water Pipe; Test -Anchors -Regulator -Service Test
12. Electric Underground
13. Plenums & Ducts; Clearance -Material -Support -Ins.
14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
15. Access & Ventilation
Date
16. Insulation
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date 7 Card B-1
Date
PLUMBING (Permit) OK except #'s
17. Water Htr.; Vent -Access -Combustion Air Baffle
18. Water Pipe; Test & Anchor -Nail Protection
19. D.W.V.; Test Fittings & Anchor -Nail Protection
20. Shower Pan; Test, First Floor -Tub Access
21. Test Tub & Shower, Second Floor -Tub Access
22. Gas Pipe; Sixe & Anchors
23. Fire Sprinkler; Test
73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
ELECTRICAL (Permit) OK except #'s
24. Fixture & Transformer Clearance -Ins. Protection
25. Elec. Receptacles Spacing -Lights & Switches at Doors
26. Size Boxes & No. of Conductors Stapled
27. Romex Installed Close to Edge of Studs & C.J.
28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
29. 2 Appliance Circuits in Kitchen & Conductor Size GFI
30: Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al
31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al
Insulated Neutral O Yes 0 No
32. Service -Riser Conductors & Ground Main Disconnect
33. Equip. Clearances Panels-Motors-Mech. Equip.
34. Clothes Closet Light -Shower Light -Spa Light
35. Smoke Detector
88. Exterior Elec. Trim, G.F.I. Receptacle -Underground
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MECHANICAL (Permit) OK except #'s
36. A.C. Ducts Insulation & Support
37. Vent Fan, Exhaust above insulation
38. Condensate Drain & Overflow, Size & Grade
39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet ,
40. Attic Access & Platform if Furnace in Attic
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FRAMING (Permit) OK except #'s
Comments at Final:
41. Sills Proper Materials & Anchors
42. Walls Studs -Nailing Spacing & Braces -Plates -Sound
43. Bearing Walls over Girders & Floor Nailing
44. Draft Stop in Walls (rat proof)
45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
46. Headers & Beams -Size & Bearing
Single & Duplex)
Date
FRAMING (Continued)
47. Hangers -Post Caps -Anchors -Connectors
48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng.
49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance
50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
52. Garage Fire Protection Framing -RC Channel
53. Property Line Firewall & Openings
54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
57. Siding -Nailing Veneer
58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
59. Glazing Area -Glass Protection -Skylights -Plastic
60. Shear Walls; Nailing -Bolts
61. Brace Interior/Exterior Wall Panels
62. Insulation -Walls -Ceilings
63. Infiltration -Walls -Windows
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
64. Ext. Steps -Door & Sidelight Protection -Landings
65. Smoke Detector
66. Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
67. Bedroom Exiting
68. G.F.I. & Bath Fixtures & Tub Access -Spa
69. Elec. Trim & Subpanel, Breaker Sizes & Labels
70. Stairs & Rails
71. Fireplace or Stove, Clearance -Hearth
72. Elec. Outlets at Wood Panel, Int. & Ext.
73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance
74. Elec. Outlets & Receptacles at Kit. Counter
75. Garage Fire Door; Swing -Landing -Closure
76. A.C. Duct in Garage -Damper
77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
78. Plb.; Elec. & Mech. Equip. Listed for Location
79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection
80. Insulation -Foam -Looked in Attic
81. Guard Rails & Deck Construction -Post Caps
82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor 0 Yes
83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes O No
84. Stucco Brown -Finish
85. A.C. Unit Disconnect, Electrical -Plumbing
86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
87. Water Well, Disconnect, Electrical, Plumbing
88. Exterior Elec. Trim, G.F.I. Receptacle -Underground
89. Ventilation Throughout House
90. Glass Protection
91. Corrections from Previous Inspections
92. Gas Test -Meters Tagged, Gas -Electric
93. Water & Sewer Connected -C/O to Grade -HD Approval
94. Energy Compliance Certificate -Other Certificates
95. Address Posted
96. Fire Sprinkler
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Comments at Final:
J=OK
0 = Not OK
. = NotReadyable
1.
MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
3.
1.
Zoning Requirements -Setbacks -Easements
Wood Awn.; Posts-Beams-Rftrs Connectors
Shthg-Frg-Bracing
2. Soils; Special MH Support Sketch
Alum. Awn:; Columns -Connections -Splice -Decal -Enclosures
3.
Sewer; Location -Test -Fall -C/O -Concrete
7.
4.
Water; Location -Test -Easement Needed (Sketch)
9.
5.
Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
Roof; Shthg-Roofing
6.
Gas; Location -Test -Wrap;-/ P' L 'ft.
/ P Nat. or/ P' L "ft./ P LPG
12.
7.
Well Clearance & Disconnect
11.
8.
Utility Clearance
Enclosure; Fencing -Alarms
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Size -Spacing -Marriage Line
3.
Gas; MH Test -Demand -Valve -Connector
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
5.
Drain; MH Test -Fall -Flex Connector.
6.
Water; MH Test -Regulator -Connector
7.
Water and Sewer Connected -C/O to Grade -HD Approval
8.
Gas and Electricity Tagged
9.
Tie Downs -Type -Installation Cert.
10.
Exits; Insp.-Sketch
11.
Cert. of Occupancy
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
PERMANENT END SYSTEM (ONLY)
1.
Zoning Requirements -Setbacks -Easements
2. Footings; Size -Spacing -Marriage Line
3.
Blocking
4.
Gas; MH Test -Demand -Valve
5.
Electricity; MH Test
6. Water; MH Test
7.
Water and Sewer Connected
8.
Gas and Electricity Tagged
9.
Exits
10.
License Decals
11.
Verify #'s with Office
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3.
Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails
4.
Wood Awn.; Posts-Beams-Rftrs Connectors
Shthg-Frg-Bracing
5.
Alum. Awn:; Columns -Connections -Splice -Decal -Enclosures
6.
Carports; Windows -Doors
7.
Electric
8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9.
Siding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
11.
Ext.; Steps -Doors -Landings
12.
Braced Wall Panels
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date POOLS (Plans) OK except Vs
1.
Setbacks -Easements
2.
Soils; Compaction -Structure Stability
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4.
Elec.; Receptacles and Lighting, Distance-GFI
5.
Elec.; Pool Lighting; 15 Volts-GFI
6.
Elec.; Enclosures; Conduit Entries -Terminals -Listed
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures-Panelboards=Ins. to Main Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11.
Light Niche
12.
Enclosure; Fencing -Alarms
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
r.
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541. P R T
(Rev. 12/96). AP IPLICATION AND PERMIT �3 � �
ASSESSOR PARCEL NUMBER 064-150-024
P.-1 ZONING
BUILDING PERMIT
OWNER
YAW,,SAKI. FRANK & LYNN
TELEPHONE
873-2813
SQ. FT. OCC. BUILDING VALUATION
" ("' n
• OWNER'S MAILING ADDRESS
1.4445 COLTER WY. MAGALIA, CA. 95954
CONTRACTOR'S NAME
PUCE BP.ODERICK
TELEPHONE
873-5059
CONTRACTORS MAILING ADDRESS
PO BOX 786 MAGALDP 95954
CONSTRUCTION LENDER
Fireplace
LENDER'S MAIUNG ADDRESS
Total Valuation $ 102 060.00
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee $
20.0
Permit Fee $
325.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $
21.00
BUILDING ADDRESS
14445 COLTER WY. MAGALIA 95954
Energy Plan Checking Fee $
$
PERMIT FEE $
368.00
LOT NO.
SUBDNIS IONS NAME
PARCEL MAP
PLUMBING PERMIT
Fling Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15.00 L5.00
Each gas water heater or vent
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: 12 MM FWD ON EXISTING MN
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.001-5.00
Mobile Home I S I G W
@20.00
PERMIT FEE S
65.00
SNOW LOAD:2000-2500 ft. FT.fin!X n� 400C. S
ELECTRICAL PERMIT
Fling Fee 20.00
`RA
Main Service zoOAV OR OR LESS
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in fitl orce and effect. `f / L ��
License Class Lic. No. �/J► /VCU
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the Contractors license
Law for the following reason:
❑ I, as owner of the property, ormy employeeswith wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
Main Service zooA TO lOooA
46.00
NEW CONST. DWEU.ING OCCUR
OR ADONS. ( a ACC. S.
s0
3.5QFT,
rro=REDSDMULT
T I.OUTLUI TS
@7,50
POWER APPARATUS
a SINGLE OUTLET CIR.
Ex. Occup. OUTLET OR FIXTURES
20 @ 1'00
SAL @ .50
Ex. Occup. oflxirriErs RESP RA.
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wirina
23.00
PERMIT FEE _
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Policy Number
(The above sections need not be completed if the permit is for work of.a valuation
of one hundred dollars ($100) or less.)
C� I certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
orkers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comp) ith tho a provisions.
Z�/(,zo
Signature of Applica - ❑ Owner ❑ ContractoAgent
X 2p.
An OSHA permit is required for excavations over 5'0' nd demolition or construction
of structures over 3 stories in height.
MECHANICAL PERMIT Fling Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEE $
Mobile Home Installation Fee $
Energy Inspection Fee $
GCC
CONST. TYPE
TOTAL FEE $ AI
HAZ.
d IMP
FLOOD
X
PARCEL
/
PD/
HO
IS
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
B ate !�EOS
PERMIT EXPIRES ON
Det
Receipt No.• C%
WHITE-D.D.S.-B.D. CANARY -A SE S PINK•INSPECTOR GOLDENROD -APPLICANT
' = COUNTY OF BUTTE -DEPARTMENT OF'DEVELOPMENT SERVICES -BUILDING DIVISION
:.7 County Center Drive, Oroville, CA. 95965 Phone (530)538-7541 Fax (530)538-2140 ..
y ' PERMIT APPLICATION DATA SHEET
6
g ,.'OWNER: ASSESSOR PARCEL NUMBER/�—G o� ev
1 Proposed,Building iT�e: 2 (� / r( Counter Technician: Date:
Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply.
Qj=.. Plot plans, 3 or 4 sets, signedty the preparer of the plans.
❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans.
❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
❑ 4. Engineered truss details and layouts in duplicate. No faxes!-
❑ 5. Energy compliance design and supporting documentation in duplicate.
—J;1-6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or
foundation plans, all in duplicate.
❑ 7. Metal buildigs: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate.
(D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer.
Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be
indexed and returned to the plan review line-up when required items are received. t
' Date Received By
❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................
❑ 9. Plot plan and business license approval from the City;of Biggs ....................................
❑ 10. Letter of intent for non-residential buildings .............
❑ 11. Detached Accessory Building Form filled out by the owner .....................................
❑ 12. Hazardous Material Form ........................................ _
.......................................
❑ 13. Other
Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.)
❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet .......................................
❑ 15. Statement of Intent for Non -heated and A/C Buildings .............................................
❑ 16. Sanitation and plot plan approval from the Environmental Health Department in
❑ 17. City of Chico Plumbing permit.........................................................................
❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ......................
❑ 19. Planning approval for (A) Use: DK (B)Parking: (C) Parcel Check:
❑ 20: Contact Land Development about ❑ Improvements, ❑ Drainage ...... :........................
❑ 21. Encroachment Permit dr' ay from the Public Works Dept. (construction approval prior to occupancy). „>;;,.,•
Pre -Inspection for , required ................
23. Contractor's license information. (Number, Name Style, Classification) ......................
`
0;.24: ,Worker's Compensation Carrier and Policy Number ................ •,: ,,
❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) .....................
z s❑ 26. Letter of Signature authorization....................................................................
❑ 27. Recorded copy of Agricultural Acknowledgment Statement ....................................
❑ 28. Manufactured home utility clearance............................................................... r_
❑ 29. Existing violations and/or expired permits.........................................................
❑ 30. PGGrant DeedJ014.H. Title/Statement of Facts, .CD Letter from Legal Owner heck to H.C.D.
❑ 31. Other:
When issued Telephone SCS S `' and hold for pickup.
I have been mf med of the abov items an requirements for obtaining a building er it.
A ,pNi?ant: Date.
1. Index permit application for the above items numbered: Plan Check Letter
2. Additional items required
Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: _
Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ Date:
Plans reviewed by: Date: Plans approved by: coun r by Date:
Structural reviewed by: Date: Structural approved by: Date:
Note transfer by: Date:
Yellow: Building Division
y COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUIL/DING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (5 0) 538-7541V , r :�, , PER
;Rtlr.12/96) APPLICATION AND PERMIT
ASSESSOR PARCEL NUMBER {� _ D� / I ZONING _ BUILDINGPERMIT
OWNS.
OWN&S MAP NG ADDRESS
' CO CTO R'S NAME l/.��(/.(
v 'Ode
COM TORS U9 ADDRESS,
7,3
CONSTRUCTION LENDER
LENDER'S NAILING ADDRESS
ARCHITECT OR ENGINEER
ARCHnECI OR ENGINEERS MAILING ADDRESS
BUILDI/NG^��,7AAA///'QQQD'�RJE/SS /ff /74
LOT No. i SUBDNIsioNs NAME
p USEOFSTRUCTURE
`I SF ❑ Duplex O Mobilehome ❑ Other
PARCEL MAP
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ /Other ❑
Describe Work:/Q/yl . /+' tA& ����i(/�6 /7 0%)
-�lA� %C' -111b -1'-e> 4�a-� o -V ^'
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect
License Class Lic. No.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that 1 am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
ID as owner of the property, am exclusiv;r:y contracting with licensed contractors
to construct the project
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
WORKERS' COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation Insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
❑ 1 certify that in the performance of the work for which this permit is issued. I shall
not employ any person In any manner so as to become subject to workers'
compensation laws of California, and agree.that if I should become subject to the
workers' compensation provisions of section 3 0of the Labor Code, I shall
forthwith comply with those provis.
s
X g -Z
'Signature of Appl t - ❑ Owner ❑ dontractdr ❑ Agent
An OSHA permit is required for excavations over 5'0" deep and demolition or construction
of structures over 3 stories in height
PERMIT FEE ' S
._I (JK -r O O
SO. FT. OCC. BUILDING VALUATION
O
Each Trap
7.00
-
TELEPHONE
3 56
Water piping
15.00
Each gas water heater or vent
15.00
Gas piping system 1 - 5 outlets
15.00
Fireplace
15.00
Total Valuation $
@20.001
LICENSE NO.
Filing Fee $ 20.0t
Permit Fee $ ::k ' i O C�
OUTLET OR FOMMES
Plan Checking Fee $ .O
Ex. Occup.
Energy Plan Checking Fee $
p USEOFSTRUCTURE
`I SF ❑ Duplex O Mobilehome ❑ Other
PARCEL MAP
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ /Other ❑
Describe Work:/Q/yl . /+' tA& ����i(/�6 /7 0%)
-�lA� %C' -111b -1'-e> 4�a-� o -V ^'
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect
License Class Lic. No.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that 1 am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
ID as owner of the property, am exclusiv;r:y contracting with licensed contractors
to construct the project
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
WORKERS' COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation Insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
❑ 1 certify that in the performance of the work for which this permit is issued. I shall
not employ any person In any manner so as to become subject to workers'
compensation laws of California, and agree.that if I should become subject to the
workers' compensation provisions of section 3 0of the Labor Code, I shall
forthwith comply with those provis.
s
X g -Z
'Signature of Appl t - ❑ Owner ❑ dontractdr ❑ Agent
An OSHA permit is required for excavations over 5'0" deep and demolition or construction
of structures over 3 stories in height
PERMIT FEE ' S
._I (JK -r O O
PLUMBING PERMIT
Fling Fee 20.00
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15.00
Each gas water heater or vent
15.00
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home S I G I W
@20.001
PERMIT FEE I _
MECHANICAL PERMIT I Fling Feel 20.00
6.50
Ventilation
PERMIT FEIE $
Mobile Home Installation Fee $
Energy Inspection Fee $
OCC CONST. TYPE TOT L FEES 33 UD
-Z. 10. FEES FLOOD ICOf P CEL •W I HD I ISSUE
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
By Date _
PERMIT FEE
S &S r ocJ
ELECTRICAL PERMIT
I Fling Feel 20.00
Main Service
°zo°OOAv oa 's
23.00
Main Service
200A TO 1000A
46.00
NEW CONST.
OR ADDNS.
/ DWELLING OCCUR
\ 6 ACC. BIDS,
35¢s0.
. SFT.
CONS
NDN•RESIo.
MULTI -OUTLET
97.50
POWER APPARATLS
8 SINGLE OUTLET CIA.
EX. Occup.
OUTLET OR FOMMES
10 @ ''OD
SAL @ .50
Ex. Occup.
O= .°E.
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMIT FEE I _
MECHANICAL PERMIT I Fling Feel 20.00
6.50
Ventilation
PERMIT FEIE $
Mobile Home Installation Fee $
Energy Inspection Fee $
OCC CONST. TYPE TOT L FEES 33 UD
-Z. 10. FEES FLOOD ICOf P CEL •W I HD I ISSUE
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
By Date _
i
E
Building Permit Number: 0 J7 ZV $ 7
Owner Name: `�q, i'Y► C4,5a 4
Residential Construction Re uirements
IMPORTANT
This set of plans and specifications MUST be kept on the job site at all times and it is
unlawful to make any changes or alterations on same without written permission from the
Building Division, County of Butte.
All materials and workmanship shall be in accordance with recognized good practices
and of a quality prescribed for the specific use in the 1998 California Building Code
(1997 U.B.C), 1998 California Plumbing Code ( 1997 U.P.C.), 1998 California
Mechanical "Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.)
COMPLY WITH ITEMS CHECKED BELOW
❑ Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical,
HN.A.C. equipment and services shall be a minimum of one foot above the elevation
' shown on the attached Flood Elevation Certificate. A Post Flood Elevation. Certificate
will also be required '
-Note:--We will -norm_ ally -accept -the ,following as compliance with the flood elevation
requirements:
1.Building is anchored to concrete stemwall system with conventional anchor bolts.
2. Building plate on top of stemwall to be one foot or more above the 100 -year flood
elevation. (Plate height less than 24" above grade, or engineered design required).
3. Electrical, heating, ventilation, plumbing and air conditioning equipment and
facilities located above the plate.
4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total
net area of not less than 1 square inch for every square foot of enclosed area.
5. The bottom of the openings shall be no higher than 1 foot above grade.
6. The openings may be screened or covered with other devices that will permit
automatic entry and exit of floodwater.
,Page 1 of 2
Building Permit Number: Z0&'7
Owner Name:
Parcel lies within:the State Responsibility Area (SRA). Comply with attached
requirements.
• i
Fire sprinklers are required,in this structure.
❑ The following parcel map requirements shall be met:
w
I
All structures and equipmentincluding overhangs shall be clear of all easements.
A setback of feet from the side and J,� feet from the rear property lines and 20
feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of
structures and equipment except for a 2 foot overhang.
Expansive soil may be encountered on this site. This condition may require the
foundation, to be designed by a California registered engineer or licensed architect:
R
f•
f
�
f
t
t
Page 2 of 2
S..
BUTTE COUNTY DEPARDUM OF MBLIC WORKS
7 County Center Drive, Oroville,-CA.
y PHONE: 534-4541 :.. _.
HOBILEHOMEINSTALLATION SEW` -�
... r
n;": RADISE MODULAR �ON� . �
'le`''t, �:
3. ,� Zas"`taller s name • "'
C� A
sitfPARADIS
e ,currently egad ' _--
', "
Of YO its permit number -
.l. Y. .. ° r. ....
the site as existing site? YIs
(If yes,' furnish two (2) plot plans.) t
.r:
4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and
clear of all setbacks and easements? Yes No
(If no, clarify
5. What is the mobilehome electrical rating? ----------------------- % S�V Amps
6. What is the mobilehome site service rating? --------------------- GDAmps
7. What is the mobilehome site circuit breaker rating? ------------- / Amps
S. Is there any other electric load to be 'served by the mobilehome
siteservice? --------------------------------------------------- Yes _.1 RO
(If yes, identify the load and size: (Lead) (Amps)
9. What is the mobilehome site gas pipe size? ---- --- -----
.0_. What is the type of gas service.
---------- -------------- Natural /% LPG
1. What is the gas pipe length from meter or tank to the mobilehome? �� (ft.)
2. What is the mobilehome gas demand? ------------------------------ (BTU)
This information not required if pipe length less than 6 ft. on natural gas
or less than 50 ft. on LPG.)
f
BUTTE COUNry
11- 01L TIC DEPARTMEV."
4 P P R 0 V
C.
A,g 4), u/ /Nl'Y irerowns
s'si
10
- It it
y � 1
!
II
I
8qTlrE COUIV Y
Nh DEPAR 1011E
! R 0 F
UP
o i I
.ilehome Mfr. �- ���y ,s furbish Setup Model No. L C- Year
idth (ft.) Box Length 00, (ft.) Tagalong -or Expando Size ft. a _ft.
(SHOW SUPPORT DETAILS BEU3W) '
=:n all mobilehomes manufactured after October 7, 1973; furnish sanufacturer's installation
nual and structural setup sheets (if not ,on file with the County of Butte).
A. 11 center supports measured from.front of
w
. - ')ilehome unless otherwise specified.
...�r...,m._�.• . ,_.._ .: _ .. r (thect
t W' oe,
• .
-4- a { p N t 'tz ewer �5��..s c+4.' ;4 r•,.
_ ... _ ». .� - . r- fir? j�✓J ." + 000d.. fa
�. ♦, ya e
413424 __++�,,�.'-�.er P4 ipiiM^a 1 • i'_�^�•� j.K�Ledt
(in.) (in.)
ter support Center support
acations* footing sizes
` (in.)
ft:)(in.) _-4 (in.) (in.)
LNM
� � !s- 3 n
-1
(ft.Xin.) n � (in.) (in.)
(in.) (in.)
W a Xao
,ft.) (in.) d@_
1Y�3o
center piers are other than drawn above,
w in locations, spacing, and di,-nensions.
F3
-D _2. _10ther::(sPW-'f3►)
Sunvorta (check oae;
Concrete block.
[] -2. Other (specify)
Tagalong or Eapando,'
show support details.
-- Typical Support
.) Footing Size
P P R 0 V
' —® .-- Max. Overhang
(ft.)(in.)
16r3(0 -N
BUTTE COUNTY
a E- d�ri � @%C Ca
� L)
VECTOR DYNAMICS
FOUNDATION. SYSTEI
WIND ZONE 1 & 2
INSTALLATION INSTRUCTIONS
For the State of California
INDEX
SECTION
INTRODUCTION
PIER HEIGHTS
GENERAL INSTALLATION
SETUP INSTRUCTIONS
METAL PIER & V DRIVE
PARTS LIST
CONCRETE INSTALLATION
SCHEMATICS
PAGE
NUMBER
3
4
5&5a
6
7,7A,7B&7C
8&9
WIND ZONE I - SINGLE SECTION
WIND ZONE II
- SINGLE V -DRIVE
- METAL PIER
- DOUBLE SECTION
- TRIPLE SECTION
- SINGLE SECTION
- DOUBLE SECTION
- TRIPLE SECTION
SOIL CLASSIFICATION
10
11
12
13
14
15
16
17
it -i
COMPONENT PARTS AVAILABLE UPON REQUEST
Foundation System
BUTTE COUNTV
%ILDING DEPARTM :
. P R 0 V IF �
Release Date 8/13/2001
Engineer Approval
,ter- n
�• N
LU u (•� �:
xK N
016 2D 1
18551
APPROVED
SUBJECT TO CORRECTIONS NOTED
APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY
OMISSIONS OR DEVIATION FROM REQUIREMENTS OF
APPLICABLE STATE LAWS AND REGULATIo,4S
Stan of California
Deparmrent of Housing and Community Developmed
DMS C AND 7A7S
Byoo /
S.
u.)
SPANO. 99 IF
For Further Information
TIE DOWN ENGINEERING
5901 Wheaton Drive
Atlanta, GA 30336
404-344-0000
FAX 404-349-0401
www.tiedown.com
Tie Down Engineering, Inc.
VECTOR DYNAMICS INSTALLATION INSTRUCTIONS
Introduction
These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional
installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation
Video.
The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II &
III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec-
tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & II), are available through local distributors of Vector Dynamics or directly from
Tie Down Engineering.
General
The Vector Dynamics Foundation System provides the support to resist lateral and over-tuming movement of the home as required by the Federal
Manufactured Home Construction and Safety Standards in Wind Zones I & II when the system is used as described in these instructions. See manufac-
Tures Home Installation Manual for other pier & anchoring requirements. The following characteristics apply to both single and multi section homes:
• Main rail minimum spacing of 86 inches or greater.
• Nominal 8 foot or less top plate height at side walls.
• Main rail depth of 12 inches or less.
• Maximum roof slope of 20 degrees (4.4 in. in 12 in.)
• Maximum pier height under main rail of 56 inches (see page 3).
WIND ZONE 1
• Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home.
• Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home.
• Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home.
WIND ZONE II
• Maximum single section home width is 15 ft. including eaves, maximum eave width is 6" per side.
• Maximum single section home width of 16 ft. including eaves must use two additional vertical ties/
anchors/stabilizer plates (one per side) as listed in the charts on page 15.
• Maximum double section home width including eaves 32 ft., maximum 12" eaves per side
• Maximum triple section home width including eaves 48 ft., maximum 12" eaves per side
The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic
pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector system shall be located and constructed in accordance with
the home installation instructions and/or state standards.
To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections or on homes requiring pier heights greater than
56 inches which are not included in these instructions, contact Tie Down Engineering, Inc. at 800-241-1806.
The Vector Dynamics Foundation Systems may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). See
page 3. Note that a ground anchor is used at each Vector system location in Wind Zones II & III. The use of interlocked double stacks of concrete blocks
may be required by the home manufacturer or the state. Check with the most recent regulations in California.
The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes. Exposure "D" homes are homes located within 1500
feet of the coastline.
Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations include shear walls; mar-
riage line ridge beam support posts, end frame ties and rim plates. The term end frame ties refers to the longitudinal ties that are attached to a home to
resist wind load on the end walls. If longitudinal ties are required by the home installation instructions or other state standards, these longitudinal ties must
be installed and connected to anchors that are independent of other ties and anchors. See separate instructions for the use of Vector Dynamics with Te
Down's Longitudinal Stabilization Device. The term rim plates refers to the factory brackets fastened onto the. perimeter joist or specified as a location for
vertical ties.
t�O
Page 2 Califomia 8/2001
56 i
ma
Figure 1
Maximum Pier Height (Wind Zones I & Il only)
The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches
under one or both main.rail(s). Note that a ground anchor must be used at each side of a Vector system location
in Wind Zone II, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers
must be constructed in accordance with the manufacturer's installation instructions and/or state requirements.
The.use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check
with the most recent regulations in your state.
56 i
ma;
r►yu►C c
Unequal Pier Heights.( Wind Zones I & II only)
i in.
iax.
Vector Dynamics may be used on homes with unequal pier heights of 56" or less under one or both main rails.
The difference between the taller pier and the shorter pier cannot exceed 26". Note that a ground anchor must be
used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location
exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber
compression members are permitted on unequal pier heights using the Vector system. Piers must be constructed
in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked
double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent
regulations in your state.
c
Page 3 Califomia 2001
GENERAL INSTALLATION INSTRUCTIONS
SITE PREPARATION
It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or
flowing beneath the home. See manufacturers home installation manual and state requirements for grading
and other site preparation.
FOOTINGS AND FROST LINES
The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose
vegetation. In areas where frost line/poured footers are required, the Vector system for concrete is used. See
pages 8 & 9.
FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS
Vector Pads must be used in place of conventional foundation pads for each Vector foundation system. Each
(set of) Vector Pad(s) provides two or three square feet of pier bearing support. Vector Systems should be
spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end
of the home. For pier locations in between the Vector Systems, use the foundation pads normally recommended
by the home manufacturer and/or state requirements. Pier heights in excess of 24 inches or when unequal must
follow instructions printed on page 3 of these instructions. Nominal 3-1/2 inch or 4 inch Schedule 40 PVC pipe
or TDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level
ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva-
nized steel compression strut, #59043, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt
and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and
the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the
vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust-
ment bolt is installed through the two square steel compression struts to lock them in place.Foundation pad size
and pier spacing must be consistent with home manufacturers' instructions and/or state requirements.
LUMBER/MOISTURE • TERMITE SHIELD
To cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section; when using con
crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL
PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC
pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber
as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281
must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter
bracket is used on top of the pipe and under the Inside Tie Bracket. In certain regions the optional Moisture
Termite Shield may be required between the lumber and ground.
ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED.
Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths
are the same, the pre-cut boards will also be the same length in each Vector set-up.
STRAP TENSION
All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight-
ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined
as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight-
ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven-
tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation
system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con-
nectors with welds.
c �
Page 4 Califomia 8/2001
Set -Up Instructions for the
Vector Dynamics Foundation System
#59007 (Kit #59007 is interchangeable with Kit #59018)
2. SET BLOCKS (OR PIERS) ON
VECTOR FOUNDATION PADS.
Center the foundation blocks over
the Vector pads. Place the pre-cut
4x4, 2x4's (side by side), Schedule
40 PVC (w/PVC adapter plate, part
#59281) or 1 adjustable TDE steel
compression member, (part
#59043) tightly between the blocks,
with ends resting . on the Vector
pads, and centered on each
U -bolt. ,
3. OUTSIDE TENSION BRACKETS
Attach an Outside Tension Bracket
to the U -bolts on the outside of the
foundation blocks and Vector pads.
Place one of the short 6"- 2x4's
between the bracket and Vector
pad. Adjust the short 2x4 so that it
pushes against the foundation
blocks, removing any space
between the piers and center
compression' section. Tighten the
3/8" bolts.
2 square foot
pad placement
or (1) 3 square
foot pad
rS AND
Brackets to the
recut boards or
,,..�...,... ..,:ap with hook to
each inside tie bracket. Tighten
bracket. When using looped strap and
a crimp seal, in place of the hook,
place a 3" long section of strap,
folded in half .and inserted between
the strap and inside tie bracket. Place
other end of strap over the opposite (-
beam and continue down to outside
of the foundation blocks. Attach the
strap to the Outside Tension brackets
using the slotted bolt and nut
provided. Wind strap. a minimum of
five times around the bolt. Continue
tightening the slotted bolt until all
slack has been removed and the
strap is tight.
S. SET ANCHORS
Refer to section home drawings for anchor installation information. Stabilizer plates are required for
diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is
tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 3
only), use minimum of 3 each V Drive anchors per side. See drawing on page 6 for placement.
.. .:pkI
Page 5
Califomia 8/2001
Set -Up Instructions for
Vector System #59018
(Kit #59018 is interchangeable with Kit #59007)
Long U -B
1. Set Vector Pads
Clear all vegetation where pads will rest. Place
a long U -bolt in pad as shown. Press or ham-
mer pad into the ground.
2. Set Block or piers on pads.
Center foundation blocks or piers on pads.
Place pre-cut center compression member
between blocks, resting on pads, centers
between U -bolts as shown.
3. Outside Tension Bracket
Attach outside tension bracket as shown to out-
side of pads.
4. Inside brackets & straps
Attach the inside tie brackets to the U -bolts over
the compression member. Attach a strap
w/hook or swivel strap w/nut/washer & bolt
(washers are required). Place other end of the
strap over opposite I-beam & down to outside
tension bracket. Cut strap 12 - 15 inches past
bracket. Attach strap & slotted bolt in bracket.
Tighten strap until tight with 4-5 wraps around
bolt. Repeat with opposite strap.
Page 5a
$
California o '8/2001
Vector Dynamics
Metal Pier Ii
. omits?.
For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U -bolts, so that the
board(s) overhangs the Vector pads on each side by about 2'. Outside Tension brackets attach the same. Inside be brackets mount 'upside down' as
shown in drawing. Metal piers using the Vector system can only be used on level ground installations.
Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing
must be consistent with home manufacturers' installation instructions and/or state requirements.
When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 44 per Vector system) for the center compression section, by measuring center to
center frame distance and adding 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE
TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber
when using metal pier stands.
V -Drive System
for rocky soil
Installation:
conditions
V -Drive anchors are used only with
Zone 1, single section homes.
Soil Class 1,2,& 3.
V -Drive anchors are used only in Wind Zone I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style
anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended.
Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension
brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the
Vector pier set to 5 inches from the side wall of the home. ,
Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through
the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive heAd. Attach a strap
with hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten inch@N the anchor
head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. c
Page 6 California 8/2001
Vector Dynamics
Foundation Systems
Component Parts List
Vector System 2000
Kit # 59018
Single piece pads with straps
and slotted bolts
Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732
----------------------------------------------------------------------------------------------------------------
Vector SystemKit # 59007
Part #'s included: 59275, 59282, 59276, 830442 & 10999
Concrete Vector System
Kit # 59008
(for single stack blocks)
®o a ®o 0
Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232
Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279
Page 7
Concrete Vector System
Kit # 59006
(for double stack blocks)
e
�_
California 8/2001
Vector Dynamics
Foundation Systems Component Parts List
Vector 2000 3 Sq. Ft. Pad
Part # 59271
1 required with 59026 Longitudinal System
2 required with 59024 Lateral System
Part #'s included: 59281, 59288,10925, 59232 & 83044z
00 If
Part #'s included: 59269, 59113, 59282 & 10999
Adjustable Steel
Compression Strut`
P/N 59043_ r.
Or
these products available
at your local hardware store
ole
x a lP�e�
• , ea Q
a o<
I Zea-Zx QOQVGQ\pe
A' Sc�e&
Vector Lateral Hardware Kit
Kit # 59024
(for use with 59271)
V -Drive Anchor Kit
Kit # 59287 (for use with Kit#59007 only)
A. Schedule 40 PVC pipe: 3-1/2" or 4" nominal
schedule 40 polyvinyl chloride pipe or conduit made
from type. 1, grade 1, with cell classification 12454
as defined in ASTM D1784. Compound dimensions
and tolerances in accordance to the. requirements of
ASTM D1785D. Color can be gray or white. Outside
diameter is 4 inches.
B. Ground Contact Rated Wood: No. 2 yellow pine or .
equivalent, pressure treated to AWPACI-1990 mini-
mum, stamped "Ground Contact Rated" on wood or on.
label attached to the wood when purchased.
eek
Page 7A Califomia 8/2001
Vector Dynamics Individual Component Parts Detail
Vector Dynamics Single Block Pad
Part # 59275 1 Sq. Ft. 12 gauge, used in pairs
16-3/16" X 9"x 2-9/16"
R
Vector Dynamics 2000 Single Block Pad
Part # 59310 2 Sq. Ft. 12 gauge
18.719" x 15.625" x 3"
Vector Dynamics Single Stack Concrete Pad
Part # 59277 12 gauge
17-1/4" x 11" x 5-5/16"
Vector Dynamics Double Stack Concrete Pad
Part # 59273 12 gauge
18.75" x 18.625" x 5.188"
Vector 2000 3 Sq. Ft. Pad
Part # 59271 -12 gauge
22.5"x19.418"x3"
atVector Dynamics Tension Link
Part # 59282
6.25" x 2.52" x 3"
0 Ll
Vector 2000 Tension Link
Part # 59288
2.125" x 2.375" x 2.06"
Slotted Bolt
Part # 59135
3" x5/8n
Long U -Bolt w/Nuts & Washers
Part # 83044Z
3/8" x 4" (16 Threads Per Inch)
Concrete Wedge Anchor ® ® Short U -Bolt w/Nuts & Washers
Part # 10530 Part # 10999
3/8" X 3-1/2" 3/8" x 3" (16 Threads Per Inch)
Page 713
California
Protecto-Strap
Part #59276
6.3" x 3.3" x 7/8"
Strap Protectors
Part # 59232
% - Carriage Bolt w/Nut & Washer
p® Part # 10925
1/2" X 2-1/2"
ae Protecto-Strap
a Part # 59279
6.3"x 3.9"x 7/8"
0
PVC Adaptor
Part # 59281, r ® Carriage Bolt w/Nut & Washer
7.25" x 4/56" x 1.42" Part # 10624
3/8n -16x4.5"
Tie Down Marked &
Certified G120
Strap w/Swivel Connector
Part # Length
59732 12'
59734 14'
o, 59736 16'
0
Earth Anchors
o `
30" x 3/4" with 2-4" helix
Black Paint: Part #59095
Galvanized: Part #59079
V -Drive Head
Part #59269
0." Drive Rods
® 0* Part #59113
0
Tie Down Marked &
Certified G60 Galvanized Strapping
Model Part # Length
MS35 59150 35'
MS37 59155 37'
MS42 59160 42'•
MS60 59165 60'
MS600 59170 600'
Frame Tie w/Hook
8 ft. P/N 59195 .
loft. P/N 59210
12 ft. P/N 59211
Longer Lengths Available
0:
Earth Anchor Stabilizer
k 12" wide
Black Paint: Part #59292
P Galvanized: Part #59294
\ 5
rage i k.
L.anrornia
Vector Dynamics System
for.. Concrete Applications
Instructions for Vector Kit #59008 (for single stack blocks)
or Vector Kit #59006 (for single or double stack blocks)
Page 1 of 2
These instructions are an addendum to the standard Vector Dynamics instructions. Read
and follow all applicable instructions and guidelines in the Vector instructions and home
installation manual. The Vector system for concrete pads applies to concrete footers,
runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part
#59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers
must be below the frost line or a minimum of 4" below finished grade whichever is
greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to
accommodate an anchor bolt to its' full load resistance.
1. Determine location of pier sets where the Vector systems will be located.
2. Place one Vector concrete pad (gals. metal) on the concrete where the pier will be
located, centered'under the I-beam of the home. Place the upturned edge towards the
center of the home and directed to the opposite Vector pier. Do the same for the opposite
Vector pier.
3. Measure the distance between the two Vector system pads at the base where the Vector
pad meets the concrete. Cut two ground treated 2x4's this length and place between the
piers as shown.
4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown.
5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The
upturned edge end of the Vector pads should be up against the inside of the pier blocks.
6. Build vector piers but do not wedge at this time.
7. Using a concrete drill bit, drill two 3/8" diameter holes on each side into the concrete
using the holes in the Vector pad as a guide. Drill the holes 3 inches deep.
8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up
the holes in the bracket, Vector pad and concrete pad.
Illustration One
>i
f�M=?fie fir.
Vector pad
for
concrete
Concrete
footer Page 8
Wood Cap
and wedge
Outside
Tension
Bracket
Wed e
B �4
California /2001
1
Vector Dynamics System'
for Concrete Applications
Instructions for Vector Kit #59008 (for single stack blocks)
or Vector Kit #59006 (for single or double stack blocks)
Page 2of2,
i
9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors provided. The nut should
be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the
wedge end of the bolt into one of the holes, going through the outside tension bracket,
metal Vector pad and into the concrete.
10.. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt
above concrete is 2".
11. Repeat for the other hole in the outside tension bracket and the two holes on the other
Vector system pier set.
12.. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the
Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not
tighten yet.
13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go
over the opposite pier and down to the outside tension bracket, plus 12 inches for
wrapping the slotted bolt. Repeat for the opposite side.
14. Tighten inside u -bolts at this time.
15. Use the outside tension brackets to remove any space between the outside tension
brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets
with a hammer.
16. Wedge the pier set at this time.
17. Using a 9/1..6" socket wrench, tighten all of the wedge/anchor bolts, securing the outside
tension bracket and Vector pad to the concrete.
18. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with
end of strap aligned with outside edge of bolt. Tum slotted bolt until straps are tight using
at least five turns on the slotted bolts.
Illustration Two
Inside
Tie Bracket
Compression
boards
U -bolt Page 9
Vector pad
for
'concrete
Concrete
footer
*41��j
California 2001
N
(Q
CD
0
0
3
N
i . \
WIND ZONE I -
Vector Dynamics Systems Required - 1
for Single Section Homes
(Materials Required) -
m
e
to secvec o oy ma ua�
2 ft st a9in9 for tatlatton
V's
' EXampsnows genet be o nome
111ustrat o Sp3clr`9 m
1 ,
oundati a ;
F - I
/
/ �, 5851
WIND ZONE I
(not to scale)
OD
o� �2 sq. ft. pad
h
Instructions and/or state requirements.
Maximum allowable working drag load for the
Vector System with the steel compression strut is
Soil Classifications: 2, 3,4A,.& 4B 3,150 pounds per K2 Engineering test report.
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required': 30" with 4" helix anchor (59095),12" stabilizer plates (55292),
1-1/4" frame ties w/4725 lbs. min. breaking strength.
Home Length
Vector Systems
Required
Anchors Required
Per Side
0 to 72'
3
2
73 to 90
4
3
' Anchor and stabilizer plate combination
Each Vector Foundation System requires
V One %6ctor Kit, 2 slotted bolts
V 2 ea. 1-1/4 In. ties, length will vary with pier height
(4725 Ib. min. break),
V 1 ea. 4 x 4 pressure treated wood
compression member
V or 2 ea. 2 x 4 pressure treated wood
compression member
V or I. ea. 3-1/2" or 4 nominal SCH 40 PVC
pipe compression member
V or 1 TDE adjustable steel strut
V -Drive anchors
are used only In
WIND ZONE I
(not to scale)
�2 sq. ft. pad
•�i � ft.mex,o.c.tyP•
d be
sDTE: Vector cticabl aloin the lenems dgth o thehhoomme. as
evenly as
notpracticable
be eonshtent with home manAact revs' latah
hrstrudions "or state requtements.
Maximum allowable working drag load
for the Vector System with the steel
compression strut Is 3,150 pounds per
Soil Classifications: 2, 3, the K2 Engineering test report.
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required': "V" Drive Anchor, Part Number 59269
1-1/4„ frame ties w/4725 lbs. min. breaking strength.
When using "V” Drive Anchors
Home Length
g
_ -c- - = - —
> '
Anchors Required
Per Side'
WIND ZONE I
0 to 72'
3
Vector Dynamics Systems Required_♦'
1
♦
'
,
Single Section Homes
"
Difficult Soil Conditions
sectto�o s s enuat 9uttie�Mes
1n9 `n e'
of a 12 r k SP%o�goc , eX%ation ma
e
EXampshows gm�St be to h
" -
;
1u tfatko spacln9 -'
`. `\\°ulndat1on
Pads _
♦ i
`♦
i
♦
I
I
I z � ; r'
2 R me -A.
V -Drive anchors
are used only In
WIND ZONE I
(not to scale)
�2 sq. ft. pad
•�i � ft.mex,o.c.tyP•
d be
sDTE: Vector cticabl aloin the lenems dgth o thehhoomme. as
evenly as
notpracticable
be eonshtent with home manAact revs' latah
hrstrudions "or state requtements.
Maximum allowable working drag load
for the Vector System with the steel
compression strut Is 3,150 pounds per
Soil Classifications: 2, 3, the K2 Engineering test report.
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required': "V" Drive Anchor, Part Number 59269
1-1/4„ frame ties w/4725 lbs. min. breaking strength.
When using "V” Drive Anchors
Home Length
g
Vector Systems
Y
Required
Anchors Required
Per Side'
Each Vector Founoauon.sysrem requires
• One Vector Kit, 2 "V' Drive Anchors, 4 slotted bolts
• 2 ea. 1-1/4 In. tie, length will vary with pier height
(4725 Ib. min. break),
•1 ea. 4 x 4 pressure treated wood compression member
• or 2 ea. 2 x 4 pressure treated wood
compression member
• or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression -
member (center compression member only) -
0 to 72'
3
3
73' to 90'
4
4
• or 1 TDE adjustable steel strut
• "V" Drive Anchor, Part Number 59269 •2 ea. 2x4 pressure treated wood for
'V" Drive Anchor connection.
Note: PVC pipe cannot be.substituted for wood on the
"V" Drive Anchor connections.
DOWN
ca
CD
N
C.
Metal Pier Sets
ZONE I -
Vector Dynamics .Systems Required
for Single Section Homes Up to 72
9 (Materials Required) - - home ms• ellnes _ ``'
Se�t�o �°t systen�al9uid
ai2{;sP ancito, msa1100nma
SY.SM9s00 s ge�slbe �O "°m
11Wst" d spacln9 rn
`\ da�lon pads an
I Fon 1
I 1
\ I
J
I ♦ \ i
` \- —
� ♦ a - 2 � ms\,19
00
N
0
0
v <m. FW s,
mom
Soil Classifications: 2, 3, 4A, & 4B
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required: 3/4" x 30" with 4" helix anchor (59095)
12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties
Materials: Each Vector Foundation System requires
one Vector Kit, 2 slotted bolts
2 ea. 1-1/4 x 12 ft. ties (4725 Ib. min. break)
1 ea. 4 x 4 wood compression member
or 2 ea. 2 x 4 wood compression member
Home Length
Vector Systems
Required
Anchors Required
Per Side '
0 to 72'
3
2
73' to 90'
4
3
Anchor ano staomzer plate comnination
NOTE: Vector Systems should be
spaced as evenly as Is practicable
along the length of the home.
TIE
DOWN
1 ucnn f lanc
N
CD
W
0
0
WIND ZONE I -nh°mems �de\\nas
Vector Dynamics Systems Required --'- 3\e Se jot�gGtOc sYma��a19�_
for Double Section Homes - a �2 faSpec", me;nsta11attOn .I
(Materials Required) EXamPsho s 9eos�be tO
h `
" " , t\Wstcalt d sPac�n9
e`- adsa� _-
F° I
_ - q,
I�
t"
o c.
Maximum allowable working drag load
for the Vector System with the steel
compression strut is 3,150 pounds per .
the K2 Engineering test report.
�2 sq. ft. pads
NOTE: Vector Systems should be spaced as evenly as
' is practicable along the length of the home. Pier spacing
must be consistent with home manufacturers' Installation
Instructions andfor state requirements.
Soil Classifications: 2, 3, 4A, & 4B
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required: None (marriage wall anchors may be required by home manufacturer)
Home Length
Vector Systems
Required
0 to 48'
2
48' to 71'
3
72' to 89'
4
Each Vector Foundation System requires
• One Vector Kit, 2 slotted bolts
• 2 ea. 1-1/4 in. ties, length will vary with pier height
(4725 Ib. min. break),
• 1 ea. 4 x 4 pressure treated wood
compression member
• or 2 ea. 2 x 4 pressure treated wood
compression member
• or 1 ea. 3.1/2" or 4" nominal SCH 40 PVC
pipe compression member .
• or 1 TDE adjustable steel strut
N
O
N�
00
N
O
O
WIND ZONE 1
Vector Dynamics Systems Rei
for Multi Section Homes
(Materials Required)
Soil Classifications: 2, 3,4A. & 4B
Soil Bearina Capacity: 1,000 PSF minimum
WIND ZONE 1
Mai
>� Iia.
qui.
NOTE: Shear wall, ridge beam support posts &
marriage wall straps & anchors may be required by
the home manufacturer.
Vector systems should be spaced as evenly as Is
practicable along the length of the home. A two foot
variance + or - Is allowable at each system.Pier
spacing must be consistent with the home Installation
manual.
�2 sq. ft.
Maximum allowable working drag load
for the Vector System with the steel
compression strut Is 3,150 pounds per
the K2 Engineering test report.
Materials: Each Vector foundation system requires
One Vector Kit
2 ea. 1-1/4 in. ties (4726 lb. min. break)
1 ea. 4 x 4 wood compression member
or 2 ea. 2 x 4 wood compression member
or 3-1/2" or 4" nominal SCH40 Pipe
comresslon member or 1 TDE adjustable
steePstrut
L TIE
DOWN
Anchors Required
Home Length
Vector Systems Required
Per Side
Homes up to 48'
2 Vector Foundation Systems
0
Homes over 48'
3 Vector Foundation Systems
0
up to 52'
Homes over 52'
4 Vector Foundation Systems
0
up to 76'
WIND ZONE 1
Mai
>� Iia.
qui.
NOTE: Shear wall, ridge beam support posts &
marriage wall straps & anchors may be required by
the home manufacturer.
Vector systems should be spaced as evenly as Is
practicable along the length of the home. A two foot
variance + or - Is allowable at each system.Pier
spacing must be consistent with the home Installation
manual.
�2 sq. ft.
Maximum allowable working drag load
for the Vector System with the steel
compression strut Is 3,150 pounds per
the K2 Engineering test report.
Materials: Each Vector foundation system requires
One Vector Kit
2 ea. 1-1/4 in. ties (4726 lb. min. break)
1 ea. 4 x 4 wood compression member
or 2 ea. 2 x 4 wood compression member
or 3-1/2" or 4" nominal SCH40 Pipe
comresslon member or 1 TDE adjustable
steePstrut
L TIE
DOWN
v
cn
CD
CA
C)
WIND ZONE II
(not to scale)
N•
t.
00
A\ �7
N
0
0 2 sq. ft. pad
Home Length
Vector Systems
Required
Anchors Required
Per Ida *
Eaves 6"
or less
Eaves over 6"
less than or
equal to 12"
0 to 48'
4
4
WIND ZONE II (Hurricane)
49' to 60"
`�
5
Vector D namics Systems Required
61' to 72'
1
6
for Single Section Homes �. _
h°�`
7
7
(Materials Required} - -
_ o� sisems.
stng\e SoGve kOr n menu 9%3%
dellnes'
_ r
81
{�
_ 12 acing i1
" a,mPSe ws gen Abe o h°me
"
\\\Ustfatkon
" S d
111 an
mus -
ds
dation Pa
_ _
•
\
I
u
Fon
,:
o ,s
1
�
7g
J \
r 1
'NOTE: For single sectionhomes Zs
m
\!
r
with eaves that exceed 6 Inches
In Zone 2, two additional frame
tie anchors with stabilizer plates
I
(one anchor and one plate per
side) must be Installed In additon
'
to the number of anchors listed
(
In the chart below.
Maximum allowable working drag load
for the Vector System with the steel
compression strut Is 3,150 pounds per
Soil Classifications:
2, 3, 4A, & 4B
the K2 Engineering test report.
Soil Bearing Capacity:
1,000 PSF minimum
Anchors Required":
30" with 4" helix anchor (59095),
1-1/4" vertical ties w/4725 lbs. min.
breaking strength.
C)
WIND ZONE II
(not to scale)
N•
t.
00
A\ �7
N
0
0 2 sq. ft. pad
Home Length
Vector Systems
Required
Anchors Required
Per Ida *
Eaves 6"
or less
Eaves over 6"
less than or
equal to 12"
0 to 48'
4
4
5
49' to 60"
5
5
6
61' to 72'
6
6
7
73" to 84'
7
7
8
85' to 90'
8
81
9
Vector Systems should be spaced as event
yy as Ia
practicable along the length of the home. Pier.pacing
must be consistent with home manufacturers'
Instructions and/or state requirements.
Each Vector Foundation System requires
• One Vector Kit, 2 slotted bolls
• 2 ea. 1-1/4 In. ties, length will vary with pier
height (4725 Ib. min. break).
• 1 ea. 4 x 4 pressure treated wood
compression member
• or 2 ea. 2 x 4 pressure treated wood
compression member
• or 1 ea. 3-1/2° or 4- nominal
SCH 40 PVC pipe compression
membe
ff
• or 1 TOE adlustatile steel Strut
WIND ZONE II
Vector Dynamics Systems Required.-e�t�on hg g e�1s. g1Xdet;f%4.)
for Double Section Homes _ - - -ft do�q` 9 far Ve` t�too Manu
(Materials Required) " { a 12 rat spa° me tnsta a
n
N
O
3
N
NOTE:
Vector Systems should be spaced as evenly as Is Ora
the length of the home. Pierspacing must be consish
manufacturers' instructions andlor state requirements
WIND ZONE II
(not to scale)
�2 sq. ft.
Soil Classifications: 2, 3, 4A, & 4B
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required*: 30" with 4" helix anchor (59095),
1-1/4" vertical ties w/4725 lbs. min. breaking strength.
Home Length
Vector Systems
Required
n�
m
Maximum allowable working drag load
4
for the Vector System with the steel
49' to 60"
compression strut Is 3,150 pounds per
5
the K2 Engineering test report.
n
N
O
3
N
NOTE:
Vector Systems should be spaced as evenly as Is Ora
the length of the home. Pierspacing must be consish
manufacturers' instructions andlor state requirements
WIND ZONE II
(not to scale)
�2 sq. ft.
Soil Classifications: 2, 3, 4A, & 4B
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required*: 30" with 4" helix anchor (59095),
1-1/4" vertical ties w/4725 lbs. min. breaking strength.
Home Length
Vector Systems
Required
Anchors Required
Per Side "
0to48'
4
4
49' to 60"
5
5
61' to 72'
6
6
73" to 84'
7
7
85' to 90'
1 8
8
Each Vector Foundation System requires
• One Vector Kit, 2 slotted bolts
• 2 ea. 1-1/4 In. ties, length will very with pier
height (4725 lb. min. break).
• 1 ea. 4 x 4 pressure treated wood
compression member
• or 2 ea. 2 x 4 pressure treated wood
compression member
• or 1 ea. 3-1/2" or 4" nominal
SCH 40 PVC pipe
compression member
• or 1 TDE adjustable steel Strut
. n.
WIND
NE
6119
• • , , \, ' _
Vector• •
Sectionoa 01 -0 ome
Homes1
• • ��.
, ,
r ¢
[� `^XPi
Maximum allowable working drag load
for the Vector System with the steel
compression strut is 3,150 pounds per
the K2 Engineering test report.
WIND ZONE 2
NOTE: Longitudinal stabilization is required.
Vector systems should be spaced as evenly as Is
practicable along the length of the home. Pier spacing
must be consistent with the home Installation manual.
Soil Classifications: 2, 3, 4A, & 4B
Soil Bearina.CBDaciIY: 1,000 PSF minimum
Home Length
Vector Systems Required
chors
p r Side Required
Homes up to 48'
4 Vector Foundation Systems
4
Homesover 49'
5 Vector Foundation Systems
5
up to 60'
Homes over 61'
6 Vector Foundation Systems
6
up to 72'
Homes over 73'
7 Vector Foundation Systems
7
up to 84'
Homes over 85'
8 Vector Foundation Systems
8
up to 90'
2 sq. ft. pad
Materials:
Le
^'Anchors Required: wchar (59095),
with vertical
N
o
Each Vector foundation system requires
One Vector Kit
2 ea. 1-1/4 In. ties (4725 Ib. min. break)
1 ea. 4 x 4 wood compression member
or 2 ea. 2 x 4 wood compression member
or 3.1 /2' or 4" nominal SCH40 Pipe
compression member or 1 TDE adjustable
steel strut
VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS
This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified
as Class 4A 4B, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class
5 conditions (above 50 in. lbs.), contact Tie Down Engineering.
SOIL CLASSIFICATIONS
Soil Class
Types of Soils
Blow Count (ASTM
Soil Test Probe (1)
D1586)
Torque Value (2)
1
Sound hard. rock......
NA
NA
Very dense and/or
40 -up
More than 550 in. lbs.
cemented sands, coarse
2
gravel and cobbles,
preloaded silts, clays,
and corals
Medium -dense coarse
24-39
350-549 in. lbs.
3
sands, sandy gravels, very
stiff silts and clays
4A
Loose to medium dense
14-23
275-349 in. lbs
sands, firm to stiff clays
413
and silts, alluvian fill
175-275 in. lbs
Peat, organic silts,
0-14
175 in. lbs
5
inundated silts, loose fine
and lower
sand, alluvium, loess,
varied clays, fill, fly ash.
(1) The purpose of the soil test probe is to gage the strength of the soil below the surface
and near the anchor's helical plate. The strength of the soil is estimated in terms of its'
resistance to penetration (flow) under load by means of the torque probe and is measured in
inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.;
the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft
must be of suitable length for anchor depth.
(2) A measure synonymous with moment of a force when distributed around the shaft of the test
probe.
Information about geographical areas of termite infestations which might require the optional termite
and moisture shield when a wood compression member is used may be obtained from the local
building official or may be found in the 1995 edition of the One and Two Family Dwelling Code.
Page 18
California N001
OWNER
LOCATII
PRE -INSPECTION REPORT
CONTRACTOR 0
l7
PRE-IKSPETION FOR -
DATE:��
A.P. #-
ZONiNGr
DATE TO INSPECTOR:, -2/ ' . PERWT HL5T0RY:( ) NONE (�AS FOLLOWS:
BUILDING lKSPBCI'OR'S REPORT
Building Description: .
CommeresaWsaga
Residend" of Units:
Currently Occupied
Abandone6Va=t
Electric: a -
Yes 4 No Electric eutreatly On Off
Condition of Electric
Gas:
Natural Propane None Currently On Off
Obvious Probians
Sanitation:
Plumbing Working
Well Working Potable Water
Obvious SawageProbletns _
j
Comments:
ACTION RECOMMENDED: ISSUE: HOLD FOR -
Inspector-. Dye Date ZZa
.f
Sketch buildings on reverse and, indicate location on proper
T '
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75410 PERIAIX NQ
'Rev. 12/96) APPLICATION AND PERMIT
ASSESSOR PARCELNUMMM --
zGNING
BUILDING PERMIT
DWNE
A 5"gcl
LtPHO"E 5
-71 -2-9/
OUILDING VALUATION1
70
owNERs MAI• NG ADDRESS /;O `� �Q --e-
(J (
COt CTO R'S NAME -U v
001;
�, -U - 3Yoe�/c
T LEPHONE
-_3- 651
CONT TORS lu ADDRESS .
,11 ��
CONSTRUCTION LENDER
Fireplace
LENDER'S NJUUNG ADDRESS
Total Valuation $
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee $
20.00
Permit Fee $
� ^, cc
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $
.O IO
BUILDING ADDRESS _ �� f'�C•-
Energy Plan Checking Fee $
$
PERMIT FEE S
(,�8-,- d
LCT NO I SUBONISpNSNAME
PARCEL MAP
PLUMBING PERMIT
Fling Fee 20.00
Each Trap
7.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other
SPECS
Solar or heat pump water heater
23.00
Water piping
15.00
Each gas water heater or vent
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work:/ jL��A111 , 00& Fod'lou � tr %i 64
S ¢//") C/ �� d +
Gas piping system 1 - 5 outlets
15.00 14
Building sewer
15.00
Mobile Home S G W
@20.00
PERMIT FEE Sto
S", OG
ELECTRICAL PERMIT
Fling Fee 1 20.00
Main Service =A OR LESS
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter
y (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
License Class Lic. No.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
C ;. as owner of the property, am exclusiveEy contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason.
Main Service TO +oLwA
46.00
NEW CONST. ( DWELLING O's."SO
WEU
OR ADDNS. \ a A.C. BL�s.
3.54,T
NEW NS OUTLET
NDNRCEOs,DMULTI-
.
@7.50
PSOWEINRGLE AOUTLET CIRPPnRATUS
6 .
1
Ex. Occup. OUTLET OR FIXTURES
en @ ':50
FIXED LNS.
Ex. Occup. OUTLETSRESIO.) PITA
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
_
PERMIT FEE _
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation Insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
MECHANICAL PERMIT Fling Fee 20.00
Hating
-Cooling
Hood 6.50
Ventilation
PERMIT FEI= $
Policy Number
(The above sections need not be completed If the permit is for work of a valuation
of one hundred dollars ($100) or less.)
❑ I certify that in the performance of the work for which this permit is issued. 1 shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3Y60 of the Labor Code, I shall
forthwith comply with those provisions. C(3This
X Ska U e _ _
Signature of ApplfGWAt - ❑Owner ontract r ❑ Agent
An OSHA permit is required for excavations over 50" deep and demolition or construction
of structures over 3 stories in height
Mobile Home Installation Fee $
Energy Inspection Fee $
OCC
CONST. TYPE
TOTAL FEES Y33, ob
NA
IMP
FLOOD
I COF
PARCEL
PD
ND
ISSUE
permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
By Date \ _
64-15-24
,.NK YAMASAKI
.14445 Colter Way, lot 1693,PP#13, Magalia
Contr: Paradise Modular Concepts
Permit#1935-84P,E(utj1, MH)
ELEC" .. 3G
GASB —G'—
SUPPORT STRUCTURE RE Q,,«
COMPACTION TEST REQ
64-15-24
�Contr: Paradise Modular Concepts
Permit#1937-84BEE(new garage, decks)MH
64-15-24
,ontr: Paradise Modular Concepts,,,
Permit#1936-84MHI P .ff
—
T9sued _ 6 3j
�- b''/�
64-15-24
Contr: Paradise Modular Concepts
Permit#3066-84B(new awning/MH)
OIL -
PERMIT NO. 1935-84P,E (MH)
PERMIT EXPIRES
OWNER FRANK YAMASAKI
CONTR. PMC
ASSESSOR PARCEL 64-15-24
LOCATION 14445 Colter Way,lot 169, PP#13, Magali,
OFFICE
COPY
Address
GAS
Meter By Date -
ELECTRI�Q '
Meter By ate%
F ,
Temp.
Called PG&E
Temp. Elec. Service
Called PG&E
Temp. Gas Service
Called PG&E
i
JOB FINALED (Date)
Signature
1 Uf
t
5�
a�
OFFICE
COPY
Address
GAS
Meter By Date -
ELECTRI�Q '
Meter By ate%
F ,
Temp.
Called PG&E
Temp. Elec. Service
Called PG&E
Temp. Gas Service
Called PG&E
i
JOB FINALED (Date)
Signature
1 Uf
J = OK
0 = Not OK
—" = Not Applicable
= Not Ready
f
r
MOBILEHOMES
MISCELLANEOUS
Date MOBILEHOME UTILITIES (Plans) OK except q's
Date
DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's
o ing Requirements—Setbacks—Easements
1. Zoning Requirements—Setbacks—.Easements
oils; Special M uppor Sketch
2. Footings; Size—Depth—Spacing—Connectors
S.. Sewer; Lo4Kn T —Fall-C/0—Concrete
3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails
4. Water; Lo &&— —Easement Needed (Sketch) 00
4. Wood Awn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rfg.—Bracing
5. Electricity; L 50!:C— I rancas—Grnd.-4?,90/'�Amp—Concrete
5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures
6. Gas; Location— — ./ /"L"ft./ /"Nat. orV "L"ft./ "LPG
6. Carports; Windows—Doors
"tility Clearance
7. Elec.
Card -BI Dat .-5;-wCard-BI Date
. Card -BI
Date Card -BI Date
Card -BI Date Card -BI Date
Date MOBILEHOME INSTALLATION (Plans) OK except H's
oning Requirements—Setbacks—Easements
Card -BI
Date
Date Card -BI Date
POOLS (Plans) OK except N's
1. Setbacks—Easements
ootings; Size—Spacing—Marriage Line
2. Soils; Compaction—Structure Stability
&y0'rs; MH Test—Demand—Valve—Connector
3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining
orf€ctricity; MH Test—Crossovers—Breakers—Clearances
4. Elec.; Receptacles and Lighting; Distances—GFI
Drain; MH Test—Fall—Flex Connector
5. Elec.; Pool Lighting; 15 volts—GFI
&-4a-ter; H Test—Re r—Connector
6. Elec.; Enclosures; Conduit Entries—Terminals—Listed
7. WaVand Se onnected—C/0 to Grade—HD Approval
7. Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater
8. Gas and Electriclty Tagged
8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg.
Boxes—Enclosures—Panel boards—Ins. to Main in Conduit
9.1 Exits; Insp.—Sketch
10. Cert. of Occupancy
9. Health Department Approval
10. Plumb; Cir. Test—Water Supply Test
Card B -I Date Card -BI Date I
Card -BI
Date Card -BI Date
Card B-1 Date Card -BI Date
j Card -BI
Date Card -BI Date
pp
t
t�
V = OK
O = Not OK
= Not Applicable
* = Not Ready RESIDENTIAL*(Single' and Duplex)
Date
UNDERFLOOR Plans OK except #'s
Date
FRAMING (Continued)
1. Zoning requirements -Setbacks -Easements
48.
Property Line Firewall & Openings
2.
Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth
49.
Ext. Doors -One 3' -Check Garage -3rd story, 2 exits
3.
Ftg., Garage; Soils -Steel- / /" Ftg. Depth
50.
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
4.
Fig., Porches & Decks; Soils -Steel- / /" Ftg. Depth
51.
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
5. Stemwalls, Main; Steel -B lockouts -Wrapped -S lab
52.
Siding -Nailing -Veneer
6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab
53.
Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access
7. Piers -Fireplace Ftg.-Steel
8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test
54.
55.
Glazing Area -Glass Protection -Skylights -Plastic
Shear Walls; Nailing -Bolts
9. Gas Pipe; Size -Anchors
10.Water
Pipe; Test -Anchors -Regulator -Service Test
11.Electric;
Underground
12.
Plenums & Ducts; Clearance -Material -Support -Ins.
13.
Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
Card -BI
Date Card -BI Date
Card -BI
Date Card -BI Date
Card -BI
Date Card -BI Date
Card -BI
Date
Date Card -BI Date
FINAL (Plans) OK except p's
Card -BI Date Card -BI Date
Date
PLUMBING (Permit) OK except q's
56.
Ext. Steps -Door & Sidelight Protection -Landings
57.
Smoke Detector
14.
15.
Water Ht.; Vent -Access -Combustion Air
Water Pipe; Test & Anchors -Nail Protection
58.
Furnace; Vents -Clearance -Comb. Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
16.
D.W.V.; Test-Fttngs & Anchors -Nail Protection
59.
Bedroom Exiting
17.
Shower Pan; Test, First Floor -Tub Access
60.
G.F.I. & Bath Fixtures & Tub Access
18.
Test Tub & Shower, 2nd Floor -Tub Access
61.
62.
Elec. Trim & Subpanel; Breaker Sizes -Labels
Stairs & Rails
19. Gas Pipe; Size & Anchors
63.
Fireplace or Stove; Clearances -Hearth
64.
Elec. Outlets at Wood Panel; Int. & Ext.
Card -BI
Card -BI
Date Card -BI Date
Date Card -BI Date
65.
Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance
66.
Elec. Outlets & Receptacles at Kit. Counter
Date
ELECTRICAL Permit OK except M's
67.
68.
Garage Fire Door; Swing -Landing -Closer
A.C. Duct in Garage -Damper
20.
21.
Fixture & Transformer Clearance -Ins. Protection
Elec. Receptacles Spacing -Lights &Switches at Doors
69.
Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.-
In Garage; Above Floor-Mech. Protection
22.
23.
Size Boxes & No. of Conductors -Stapled
Romex Installed Close to Edge of Studs & C.J.
70.
Plb., Elec. & Mech. Equip. Listed for Location
71.
Elec. Receptacles in Garage; (G.F.I.)-Romex Protec.
24.
Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water
72.
Insulation -Foam -Looked in Attic EJ Yes
25.
2 Appliance Circuits in Kitchen & Conductor Size
Guard Rails & Deck Construction -Post Caps
26.
Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At
74.
Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance
Looked under Floor ❑ Yes
27.
Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At,
Insulated Neutral ❑Yes ❑No
75.
Following instld.: Drive ❑ Yes [:]No; Walks ❑ Yes ❑ No;
Planters ❑Yes 0 N
28.
Service -Riser Conductors & Ground -Main Disconnect
76.
Stucco; Brown -Finish
29.
Equip. Clearances; Panels-Motors-Mech. Equip.
77,
A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet
30.
Clothes Closet Light -Shower Light
78.
Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs.
79.
Water Well; Disconnect, Electrical, Plumbing
80.
Exterior Elec. Trim; G.F.I. Receptacle -Underground
Card B -I
Card B -I
Date
Date Card -BI Date
Date Card -BI Date
MECHANICAL (Permit) OK except k's
31. A.C. Ducts; Insulation & Support
81.
82.
Ventilation throughout House
Glass Protection
83.
Corrections from Previous Inspections
84.
Gas Test -Meters Tagged; Gas -Electric
85.
Water & Sewer Connected -C/O to Grade -HD Approval
32.
33.
Vent Fan; Exhaust above Insulation
Condensate Drain & Overflow; Size & Grade
86.
Energy Compliance Certificate -Other Certificates
34.
Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet
35.
Attic Access & Platform if Furnace in Attic
Card -BI
Date Card -BI Date
Card -BI
Date Card -BI Date
Card -BI
Date Card -BI Date
Card -BI
Date Card -BI Date
Card -BI
Date Card -BI Date
Comments at Final:
Date FRAMING(Plans) OK except q's
36.
Sills; Proper Material & Anchors
37.
Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound
38.
Bearing Walls over Girders & Floor Nailing
39.
Draft Stop in Walls (rat proof)
40.
Fire Stops; Furred Ceilings -Stairs -Chases -Tub
41.
42.
Header & Beam -Size & Bearing
Hangers -Post Caps -Anchors -Connectors
43.
44.
45.
Cing. Joist-Rftr. Ties-_Purlin-Roof Brac.-Truss-Shthnp_.-Rfn_g_.__
Fireplace Ties or Type A Flue -Fireplace Throat
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
46.
Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions
47.
Garage Fire Protection Framing
(NOTE: An entry must be made each time you visit jobsite)
COUNTY OF BUTTE,
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Oroville — Phone: 534-4541
Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57
CORRECTION NOTICE
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter, or need additional explanation, please contact this office immediately.
PEeal lf S
Inspector, �� �Cr �L / / ..�.t Date �Tl�
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE
OROVILLE, CALIF. - 534-4541
CERTIFICATE OF OCCUPANCY
This mobilehome has been installed in accordance with the requirements
of the C ifornia ministrative Code, Title 25, Chapter.S, under permit
number " f for the following location:
OwnerZLI!-OAY-- itaA5,4A::��
Owner's Address `L inc �� i�� /. 4EZaie-b. Ai,;'y)j# Utt
Mobilehome Mfg. 1�.t'r a j 3 u J,- CZ77 Model ear
Insignia No. ClIk— � 7 6-20 --4'21-- Serial No. ! ;2 yl :2 � r
It is hereby certified for occupa?cy-at the above described location and
may be occupied.
Director of Public Works
Date By Gl e , n
I 4 �.
THIS CERTIFICATE IS VOID WHEN MOB,ILEHOME IS RELOCATED
White - Owner, Yellow - Installer, Pink - D.P.W.
COUNTY OF BUTTE - QERARTMENT OF PUBLIC WORKS PERMIT NO.�
7 County Center Drive - Oroville, California 95965 - Telephone 916%534-4541 l�J✓
APPLICATM AND PERMIT
ASS SOR ARCEL NUMBER ,
V �s' _� t.,_V
ZO G
• ,
BUILDING.PERMIT
OWN9f
A) A/ I
TELEPHONE
SO. FT. OCC, - BUILDING VA UATIO
OWMR'S MAILING AD RESS 0CAj In S,- A) 64V ti`/
NTRAC OR'S NA
0
TELEPHONE
-
O TRACTO 'S MAILING ADDRESS
0:5_16&I9
Fireplace
CONSTRUCTIO L ND R
UNKNOWN
Total Valuation $ -
Fliing Fee
$
LENDER'S MAILING A RESS
Permit Fee
$
ARCHITECT . OR ENGI EER
LICENSE NO.
Plan Checking Fee
$ r
Penalty
$
ARCHITECT OR ENG EER'S MAILING ADDRESS
Permit fee
$
BUILDING ADDRESS
�� oL �
PLUMBING PERMIT
-
Filing Fee 10.00
Each Trap
2.00
Solar Water Heater
20.00
Water piping
5.00
LOT NO.
SUBDIVISION NAME -
A03
PARCEL MAP
Each qas waterheater or vent
5.00
Gas piping system 1 - 5 outlets
5.00
USE OF S CTURE
SF ❑ Duplex ❑ Mobi lehome Other
SPECIFY
Building sewer
5.00
Mobile Home
10.00 e 3
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities Installation ❑ Other ❑
Describe work:
,
Permit Fee
$
Contractor
ELECTRICAL PERMIT
Filing Fee 10.00
BOOV OR LESS
Main service 100 AMP OR LESS
1000
. ,
'
Main service EA. ADD'L 100 AMP
2.50
NEW CONST. ( DWELLING OCCUP.g
OR ADDNS. ACC. BLDGS.
2/z0sgft
CONTRACTORS LICENSE LAWNEw
I declare uader penalty of perjury (check one):
I am licensed under provisions of Chapt. 9, Div. 3 of the.Business
and Professi ns C de and license is in ful orce an a fect.
10 L
License N Classification
❑ I, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
❑ I, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
❑ I am exempt under Sec. Business and Professions Code
for this reason
CONSTR ULTI.OUTLET 2,50 ea
NON.RESID BRANCH CIRC ITS.
NEW CONSTPOWER APPARATUS &)
NON- RRESID. (SINGLE OUTLET CIR. /
20050c
Ex. Occup(ouTLETs OR FIXTURES BAL®30
'Ex. Occup. OUTLETS FIXED P(RESID )LNS REA.) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
Misc. Wiring 15.00
Permit Fee $
Contractor
MECHANICAL PERMIT
Filing Fee 10.00
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ ThSAeFmn is for $100.00 (valuation) or less.
ave placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
❑ I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
Heating
Cooling
Hood
3.00
Ventilation
Permit Fee
$
Contractor
I certify that I have read this application and state that the above information
is correct. I agree, to comply to all County Ordinances and State Laws relating
building construction, and hereby authorize representatives of the County of
Bu to enter upon the above-mentioned property for inspection purposes:
I also gree to save, i demnify and keep harmless the County of Butte against.
all Iiab ities, judgme s, costs,.and expenses which may in any way accrue
against s 'd Count in nsequence f the granting of thin pe mit.
AIX D ISG_
igneture pplicant — O Contractor Agent
OSHA p r it is required for excavations over 5'0" deep and demolition or construct-
io f st tures over stories in height.
Mobile Home Installation Fee
$
TOTAL PERMIT FEE $ Z ��
OCCUP. GROUP
TYPE OF CONST.
PARC P
HD sco
This permit is hereby issued under
sions of the Butte County Code and/or
work- indicated above for which
IRECTZOPU:BLIC
By ``
PERMIT EXPIRES Date
the applicable provi-
resolutions to do
fees have been paid.
WORKS
Dat �
AVI
Receipt No. ' %
&->7:2t
WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT
r y
=BUTTE CMM DEPAknMd OF PUBLIC -WORKS
s
7 County Center Drive, Oroville,-"CA.
PHONE: 534-4541
if YY' ti• I �{ rr•X: t �{ �; .,_i -^'t •. sii iT'•, iri'�c� i ._..... _ =1.
_x, :.t t3• .. .7 ^•h�_ . r .'t+�«l .a� $ `:Y' i y : .ir " w` fa'+-^�.. a'�:..!`t. Y L.k _`•r w..y'_ Vii.I4 aPi�.# 5 i. 14 _►.. t_ t . ..
' - ! KOBILEHOME INSTALLATION SHffi
i It" • j 'r '. y Y� y�v. ._ �.w •-r�. r,.. i.;#7 �Ky�s`�Ja�t 'r•�: �>��a."^�,. L'au.L7i 'moi . �." � �
' �• �•' l" +. ��' y '. r' , `. r G{n�i`���.4.i-^'�-+'�.n-;�.a�'�Yl�arks'®'�";: %i es�"..fT "��:=--- _
t f
R�IDISE MODU A CON
} S� �, +
.r »•M�.; +.' $'T e ..>3 „" :"'S;C x' S-: ..4 y. rii;i. , -.ter. ,+a}. .�Y;,a ('N "e= i't :i _ ,mow .'`rr'�.Rkf`- yi
2 t
Insaller . r
.J '�..� 3i9. .�. •'N+�#.%.')tt�Ey M , Y .- .,'d\ �r. 'S" '{. 't.Kf='�`�,j1 -L '�. j. - h
PARADISk%.�' 95 *1 ,
jigttie site _ tfirreatly`wadpjq $n g E• i"' 4 `� f �
r .�• Ti. •� ryf_- C" .... .;. -. ..�.+--..Y � „_... �. � rT ,t � :} : w'f, lE l6'^. �i,.s
" i�-?¢lif�yes;`�'fu hishipermit `number
1e
..,-.:..ww.• .:.. a..."+.... -y.- •:y-. ..,., •.-w.F ,• , �...._, M1 ;� aar? r , i F ,� • ' ' .t { >r i_ r ..
1s the site -•an existing site? Yes L:
(If yes, furnish awo (2) plot plans. z
4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and '
+
No
::.clear of .all .setbacks. and easements? Yes /
(If no, clarify ,
•
I : r
Amps
S. What is the . mobilehome electrical rating? -----------------------
Amp
�Odr
,6. What is the mobilehome site•service rating? --------------------- Amps
7.. What is the mobilehome site circuit breaker rating? ------------- Amps
8. Is there any other electric load "to be 'served by the mobilehome
siteservice? ---------------------------------------------------
Yes
(If yes, identify the load and size: (Load) �(AMPS)
9. What is the mobilehome site gas pipe size?---- --Ow --------- - (in.)
10. What is the' type of gas service?
----------- Natural/% . -LPG /+�
n,
11. What is the gas pipe length from meter or tank to the mobilehome? l/ r (ft.)
12. What is the mobilehome gas demand? ------------------------------ (BTU)
(This information not required if pipe length less than 6 ft. on natural gas
or less than 50.ft, on LPG.)
Alehome Mfr. furnish Setup Model No. LC- C1 Year , ZZ15 �
'width (ft.) Box Length __ ft.) Tagalong or Eapando Size ft. s ft.
(SHOW SUPPORT DETAILS BELaI)
;•n all mobilehomes manufactured after October 7, 1973; furnish nanufacturer's installation
-ival and structural setup sheets (if not on file with the County of Butte) .
All.. center supports measured from.front of
- Alehome unless otherwise specified. ,
-- - —A- ` 4keek one)
7--� -
..-sn
1-� -
_st.)(in:) .► (in.) (in.)
,Ler support i!119
Center support
'vocations*
�
footing sizes
(in.)
3n
(in.) (in.)
3E
r
preamxre treated of
• r �" > _ �_ .foundation grade.
l'f na
0-1
other. (specify)
Supports (check one)
: Concrete block.
D -2. Other (specify)
Tagalong or Mgando.'
show support details.
t.) (in.) (in.) (in.)
l
X'3A-- Typical Support
(in.) (in.) Footing Size
y � x3D
t:.) (in.) ,�(in.) (in.) Max. Pier Spacing
(ft.)(in.)
W oZ x .3D -- Max. Overhang
st (in.) (in.) V(f (in.)
Jyi3o
center piers are otherthan drawn above,
--U in locations, spacing, and dimensions.
Ig3lo-0
BUTTE COUNTY
BUILDING DEPARTMENT
APPROvED
�y-
0
C_
ffib set o 015 n
49 ea icatioris"MUST be'.
P7 ,
kq31 on'the: ob� A pernini., F Je r aquired. for the'
3t an i is unlawful to obilehome
installati -n
make any. anI Of the t tions on same with-
Vorn the Department of
601
4r.
J
MIQ
JA "t
;In
FVC
,j q,.
Iv P
Utility connectionsss a
In
4 ft.' of the mo ,the
directly behind 'orNvifhj'0 the r,
a dside, ee' of t X
t
miobilehcimm
F.!.,L L c_.03 M �2
.patif
1� A
4.
oroperty ines and a-ghb1aL§6
of 50ft. fom the road 16/1 BUTTE COUNTY
centerlineshall be clear of
or equipment pment except BUILDING DEPARTIMENY
fora 2 ft'l
j eave overhang..
APVrivvED
NOTE:—A11 Materials & Workma
I Shall
Accordance with Recognized Good Practices anc' A setback of 5 ft. from the
of a quality prescribed for the S'ecified use in the property lines and a setback
P
Uniform Building, Plumbing & Mechanical Codes, of 50ft.-from the road
centerline shall be clear of
and the National Electrical Co
structures or equipment except
fp%r a f) & ^%v-et%=r%ft
4 12 z),
Doe--)" II, Ti n,-; (1A77i,t—:: 7 -,7