HomeMy WebLinkAbout069-200-041.-T.-
RECORDING
.
RECORDING REQUESTED BY:
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE CA 95965
COPY of Document Recorded
7 -Sep -2005 2005-0053384
Has not been compared with
original
BUTTE COUNTY 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, tl�llis 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.
CASEY FORRESTER
2004
REAL PROPERTY OWNER/LESSOR
MANUFACTURER'S NAME
P.O. BOX 614
MODEL NAM VNUMBER
MAILING ADDRESS
60'X 268°
PALERMO BUTTE
CA . 95968
CITY COUNTY
STATE ZIP
6 STURGEON COURT
INSTALLATION MAILING ADDRESS, IF DIFFERENT
/
OROVILLE BUTTE
CA
CITY COUNTY
STATE ZIP
SAME
UNIT OWNER (if also property owner, write "SAME")
SAME
MAILING ADDRESS
SAME
CITY COUNTY
STATE ZIP
UNIT DESCRIPTION
BUTTE COUNTY BUILDING DIVISION
LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY
7 COUNTY CENTER DRIVE
MAILING ADDRESS
OROVILLE BUTTE CA 95965
CITY COUNTY STATE ZIP
03-3753 (530) 538-7541
BUIWW Pl, MIT NO. TELEPHONE NUMBE
I2' , , i & //3 10S
IGNATU .E OF LOCAL AGr Y OFFICIAL DTE
NONE U
DEALER NAME (if not a dealer sale, write "NONE")
NONE
DEALER LICENSE NO
CHAMPION HOME
2004
SD556-3
MANUFACTURER'S NAME
DATE OF MANUFACTURE
MODEL NAM VNUMBER
009-04-556-14722A/B
60'X 268°
RAD1400925/6
SERIAL NUMBER(S)
LENGTH X WIDTH
INSIGNIA/LABEL NUMBERS)
REAL PROPERTY LEGAL DESCRIPTION
SEE ATTACHED .
ASSESSOR'S PARCEL NUMBER AP # 069-200-041
Urn Fl1RM d'i7lAl RFV R/91
Preliminary Report Order No. BU -216531-3 AM
Description
The land referred to herein is situated in the.State of California, County of Butte, and is described as
follows:
LOT 101, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "KELLY RIDGE ESTATES UNIT NO.
3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE*COUNTY OF
BUTTE, STATE OF CALIFORNIA, ON JULY.26, 1974, IN BOOK 43 OF MAPS, AT PAGE(S) 44,
45, 46; 47 AND 48...
APN 069-200-041-000
Page 5
PERMIT , Bin APN069-200-041
LAST NAME • ' ' FIRST NAME
CONTRACTOR • CITY/CTY M
STREET NO STREET NAME • • CITY • ' •
USE TYPE REMARKS NEW MH PERM FND
B P E M 25 char. max
VALUATION FLOOD -
Frtt5 z
FEES 3
FEES 4
AN "HEC
136.00
189.9
03/02/2004�i'1.'7%1= a me I.
l'.__
Plan Chk-2 Chkd B -2: - Retr ur' 2. Str Chk 1
Plan Chk�3: _ Nkd By_3: _ Approved: I I 11, Str Appr:
Comments: 255_char..max
12/12/2003
04/20/2004
06/13/200511-
6/13/2005 ,. ,
12/12/03 SRA #394116 12/12/03 illegible plans -owner changed mind about ptplan and type of mhome.1/6/04 marriage lines plans
are still not legible, set-up manual not submitted 4/7/04$360sheriff.4/12RNWL PD$109.98#.mjs CK RTND BY BANK. $25 FINE _
$134.98. DL
i
.. IOr :.:. • • •' STATE flF CDiLIFbRNI'q" .
N MBER:
BUSINESS, TRANSPORTATION AND. HOUSING AGENCY
DEPARTMET OF HOUSING AND COMMUNITY DEVELOPMENT.
MS104OF CODES AND 9TANDA)t0S"
. : MANUFACTURED HOUSING PROGRAM
MANIU'FACTURER'CERTIFFCATE OF ORIGIN
DISTRIBUTION: ORIGINAL (PINK) FORWARD TO THE INVENTIDAY C OR, UNLESS THERE IS NONE, THEN FORWARD TD -THE PURCHASER IDEALER.OR.TRANSFEREE),
COPY 1 (WHITE) FORWARD TO THE DEPARTMENT T IRIK 1626. SACRAMENTO, CA 9561b1e2B, WITHIN FIVE (6) DAYS OF RELEASE.
COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER WACCQMPANY THE UNIT TO ITS DESTINATION.
COPY 3 (GOLDENROD) TO BE RETAINED BYTNE MANUFACTURER ..
NCO 483.0 - Side 1 • (7197)
.._O,CHECK'tF THIS IS A OUPUCATE MCO -ENTER lntI01N6L,MCO NO.
!l19d1IFACTURED HdME'OR MULTI -UNIT MANUFACTURED HOUSING
NUMBER OF
TRANSPORTABLE SECTIONS 2
.SF.D:IS,INQLE.FAMILY.01/VELLING) .; MUMH.(MULTI-UNIT MANUFACT.URE0 HOUSING.
.-COMMERCIAL COACH:...., _ ... .
OCCUPANCY GROUP :. -... . _.. ::...•
'MANUFACTURER' NAME: " ' - -
MANUFACTURER LICENSE NUMBER: '
Champion Home 6U'i1ders Co:
'
90085 .
MANUFACTURER ADDRESS:
SUGGESTED RETAIL PRICE:
P.O. Box 429 % sjdsa G# 93247
Y .
72-, 734 :00
She C' State Zlp
MANUFACTURER TRADE NAME:
MODEL NAME AND/OR NUMBER:
DATE OF MANUFACTURE:
SOUTHWOOD
0556=3
03--15-04
= NAME OP'DEALER OR TRANSFEREE (OGNNEITSHIP TRANSFERRED TO):' :
'CALIF. DEALER NUMBER "OR
DATE OF -TRANSFER: '
MCD.0WALL-WE,INER INC.'..
TRANSFEREE DESIGNATION;
DBAiW0017CRLST HONES1069006
t
.......:.
04-02-04--
DEALER OR TRANSFEREE ADDRESS:
3499 E BAYSHORE P.O. BOX I16. REDWOOD CITY
CA 94pGa.
Slrcel CI (State)
(ZIP)
INVENTORY CREDITOR NAME:
INVENTORY CREDITOR ADDRESS:
Street (City) State
ZI.
S MANUFACTURER SERIAL NUMB INSIGNIA O L NUMBER IENGTH WIDTH WEIGHT
INCHES) INCHES (POUNDS)
009-04-555=14722E , — RAD1400925..
72Q.. ..160.. 24661. '
2 009-04-556-1..4722A:.. ,,,. , •RAD1400926
7.20. 160 26427
TRANSPORTER NAME:
SAME'AS-DEALM
TRANSPORTER ADDRESS:
SUaaI 81910)
2p
DESTINATION FOR UNIT DESCRIBED ABOVE:
' (NAME) Seem C $IO(a
21
. I C00ih! unoet Penalty P) ye:jury v+deI the leve of the State al CeUleinia )het lM ab—m fecta.me I. aril coma. .... ..
.
ai
Executed on ej
CA
60 ., „ ( ounty)
(Slate)
SIGNATURE OF AUTHORIZED AGENT: -
i
DISTRIBUTION: ORIGINAL (PINK) FORWARD TO THE INVENTIDAY C OR, UNLESS THERE IS NONE, THEN FORWARD TD -THE PURCHASER IDEALER.OR.TRANSFEREE),
COPY 1 (WHITE) FORWARD TO THE DEPARTMENT T IRIK 1626. SACRAMENTO, CA 9561b1e2B, WITHIN FIVE (6) DAYS OF RELEASE.
COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER WACCQMPANY THE UNIT TO ITS DESTINATION.
COPY 3 (GOLDENROD) TO BE RETAINED BYTNE MANUFACTURER ..
NCO 483.0 - Side 1 • (7197)
STATE OF CALIFORNIA - BUSINESS, TRANSPORTATION AND HOUSING AGENCY ARNOLD SCHWARZENEGGER,`Governor
DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT
gtio
Division of Codes and Standards
�o�stNc
tegistration and Titling Program
?. O. Box 2111
Sacramento, CA 95812-2111
G'✓ �J VOC
o
1-800-952-8356, (916) 323-9224
�l DE J
,rom TDD Phones: 1-800-735-2929
March 22, 2004
Dear Owner,
Decal or ID Number LAL5259
DTN Number: 3354863
Amount Paid: $22.00
Escrow Number:
IMMEDIATE REPLY
REQUESTED
The County of Butte has informed this department the mobilehome or commercial modular, with the Decal
[number given in the box above, has been installed on a permanent foundation and is now recorded as a fixture
and improvement to real property.
Pursuant to Health and Safety Code Section 18551(a), title and registration with this Department is subject to
cancellation. The following documents are cancelled and are to be surrendered to the Department:
[ x ] Certificate of Title or Ownership Certificate issued on January 29, 2004
[ x ] Registration Card issued on January 29, 2004
[x ] Decal or License Plate
[f any document checked above cannot be surrendered, please complete the certification provided below. Mail
.his letter and any document(s) in your possession to the address given at the top of this letter.
] If this box is checked, the original Manufacturer Certificate of Origin and a Dealer Report of Sale for a New
Vobilehome must be submitted along with the $25.00 Dealer Report of Sale Fee and Administrative Service Fees
n the amount of $205.00.
Registration and Titling Program
Initials: _j l_
CERTIFICATION
alwe certify under penalty of perjury that the document(s) checked above has/have been lost, destroyed oris/are
otherwise unavailable for surrender to the Department of Housing and Community Development.
:?xecuted on
.Printed Name: .
3ignature:
.Address:
at
(Date) (City)
1CD-RT 484.2 (REV p9/01)
':3354863 I �IYI � SII IIII � IIII I�I
(State)
(Street) (City) (State)
t � �
j
1
f
ENCROACHMENT PERMIT
County of Butte Department of Public Works
7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 538-4356
Download Forms: www.buttecounty.net/publicworks/forms.html
NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE
Phone (530) 538-7157 Ext. 2016
Permit Number
D C9U0
District
APPLICATION
I / WE, the undersigned, hereby apply to the County of Butte for art encroachment permit to do the following work under or over the County roads
and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly rinted.
1. Applicant's Name: 1 F� � � Sf�.
S� •U
1 a. Company Name:
2. Address:
3. Phone: �,�
2 0Ll
4. Assessor's Parcel Number.
C�-,q zo ,) 04 i
5. Location of Work to be Done
en
6. Applicant's Signature
7. Date: r V
v -
CONTRACTOR'S INFORMATION
8. Contractor's Name
f �•7ti-� til' G�.I�C�� �. • ��iti'�tQ-� (.l��t � r L�.-���
9. Address
10. Phone:
11. Fax,
G
Oc9n 1571
12. Contractor's License Number.
13. Certificate of Insurance: Yes No: ❑
14. Contractor's Signature:
14a. Date Signed:
15. Authorized Agent:
TYPE OF WORK TO BE DONE
16. Please Check:
Curb: Gutter: ❑ Sidewalk: ❑ ftit14
17. Driveway (List Type):, i
New Irl C J(:✓e w�%�-�
18. other.
PERNUT GRANTED
In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below,
permission is hereby granted.
19. Conditions
Underground Service Alert .S.A. must be notified two working days prior to any excavation. 800-227-2600
20. gAll work shall c 2 rm to accompanying: Detail ❑ Plans ❑ Special Conditions ,Qf
21. Date Issued
22. Expiration Date: / C
23 Surety.
Mike Crump, Director of Public Works
By:
** Note: If permits are faxed to any number besides (530) 5384356, they can be delayed up to one week.
Page 1 of 2
General Conditions — See Page 2
Building Permit Number: l) % S
Owner Name: k -CL(-) 1-,5
Residential Construction Requirements
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 2001 California Building Code
(2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California
Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.)
COMPLY WITH ITEMS CHECKED BELOW
Yoiir'parcel lies within a designated 100 -year flood plain. Finish floor, electrical,
H.V.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 normally 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.
t
Page 2of 2
Building Permit Number:
Owner Name:
Parcel lies within the State Responsibility Area (SRA). Comply with attached
requirements.
Fire sprinklers are required in this structure.
The following parcel map requirements shall be met:
All structures an_d equipment including overhangs shall be clear of all easements.
A setback of !1� eet from the side and,30 eet 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.
S
13'-2' 18-5 lit' —= 50'-11 lit' 60-0'
10-10 1/2' 43-5 7/8-
3 112'2 -0 3/8'
4', 10'-6 lit' '-0' S'-0' 29'-8 7/8' -,p-6'-0
Iib' 4'
3 112"3 I/2' 3 V2• 7'-2 Iib' 4 I/2'
25'-0 II/I6'
3 112' 22
21'-9 /16' 33'-9 5/8 45'-4' 51'-5 Iib' O
3658V 3658V 3036V ( PT INSWING) 22 \O
52 ®
® v 1 27 00 ]1 3/ m 8M 7
N[11
11/�,�1
In m r1 ., a I �' -4 lit
1 m DINING ROOM 45'-8 3/16' _
BDRM.3 ; "" t —
, *&�Tl
'm e RRER, 168.6
FIRER:148.1 ^O REO'D. LT. 13.5 BITCH N s7-4R1/z• 30
REO'D. LT. 11.8 5/8REO'0. VT. 6.7b6le SM
REO'0. VT. 5.9 POST = - - -
113 -2 1/z•--�` 71 0 ���>< ;,' oP GLAMOUR ATH
15'-7- M SUPPOR POST I 31'-5 3/8' 31 so " v1 -r 53'-6 I/2'
m - SUPPORT POST R.R.G. SUPPORT POST ;��,„ ^I 1% 30 1, SUPPORT POST
I
m JO 38
N II I
31'-5 3/8' * ¢53-6 1/2'.4 m
-
SUPPORT POST cz SUPPORT POST
'-2 1/2' 46O
18'-0 11/16'
SUPPORT POST 56'-2'
18'-7 5/8' SUPPORT POST SUPPORT"POST
BDRM. 2 48-8 .3/16 18•-UPPORT POST
112—
1O J S
m SUPPORT POST
AREIR : 214.8 ® ; ® LIVING ROOM ® MASTER BDRM. 7EN2
_,•REO'D. LT. 17.2 IFIRER 302.1 �+ ARER 212.9•-21.2•REO'D. VT. 8.6 i� REO'D. LT. 24.2 REO'D. LT. 17.0
REO'D. VT. 12.1 - REO'D. VT. 8.5 OPle•-7 s�9-® ,36 ® RREaREO"o. REO'0.
3658V E 36SBY E 26' -7 1/4"-+ 4658V 465BV 3658V E 3658V E
6' 1 1/4'� 16'-1 5/8' 30'-8 3/4' 39'-1 1/16' 48'-1 1/84 60'-0'
9'-4 3/4' 30'-7 1/4' S1'-9 5/8'
FWDW DORMER) 34'-5 1/16' 36s6v[ 355av[
15'-9 5/8' -0' (18' FRORMER) LSE D16'-9 11/16' 4- 61-1 1,1 4 16
3 1123 /2' 23-10 3/16' 3 1/2'
I13-5 1/81--f60I0 42'-6 13/16'
p
I 2 3 4 5 6 7 0 9 10 11 12 13 la 15 16 17 18 19 20 21 22 23 29 25 26 27 28 21 30 31 32 33 34. 35 36 37 38 39 40 41 42 43 44 45 46 47 10 49 50
GENERAL NOTES SYSTEMS SHEAR WALLS
WALL HEIGHT 7'-0' TO 2'-6' REMOVABLE INTERIOR WATER HEATER ACCESS PANEL STANDARD GLAZING:------------ ISM SO. FT. GAS - SEE M-11.00 WIND ZONE I AS SHOWN
- INTERIOR WALLS 3 1/4' THICK (TYP), 4 1/4' THICK (OPT) SHEARWALLS: SEE ATTACHED PACKAGE SHINGLED ROOF STANDARD: YES X NO - DRAIN - SEE P-1-09-556 WIND ZONE 2 NIR
- EXTERIOR WALLS 3 Z/8' THICK (TYP), 5 2/8' THICK (OPT) WINDOW SCHEDULE: SEE SHEET FP 04.00 WATER SEE P-06.00 WIND ZONE 3 NIA
- SEALED COMBUSTION TYPE WATER HEATER OPTION OPTIONAL GLAZING: SEE WINDOW SCHEDULE SHEET FP 04.00 333 WIND ZONE ONE ONIY 332
NOTES: SERIES Southwood MODEL 09
_ 5 5 o�JllJ1 5 SHEET
CHAMPION HOME BU � L®ERS �® R IIRRWNBY Curtis �J �1
840 PALM AVE, P.O. BOX 429, LINDSAY, 'CA 93241 seri I/B' = 1'-0' TITLE AD
BNTT 7-1-97 FLOOR PLAN
e
1. Owner's Name:
2. Assessor's Parcel Number:
06`x-200-0fl
3. Installer's Name: f_A S &-7-
4. Is the site currently under permit? Yeso No[ J Permit No.
5. Is the site an existing site? Yes[ j No(If yes, furnish two plot plans).
6. What is the electrical rating of the mobileh
om
e? Amperes.
7. What is the mobilehome site circuit breaker rating? Amperes.
8. What is the electrical rating of the mobilehome site? 0 Amperes.
9. Is the main service remote from the mobilehome site? Yes[ j No If it is, what is
the rating? Amperes.
10. Is there any other electric load to be served by the mobilehome site electric service
(i. e. well, garage etc.)? Yes[ j No] If yes, please identify the load and size:
a) The mobile home site: //�_
Load- Amperes -
b) . The main service:
Load- Amperes -
11. Type of gas service at mobilehome site: Natural[ ] Propane[ None[ j
12. Size of gas pipe at the mobilehome site from the meter or
tank: 3 inches.
13. What is the gas pipe length from the meter or tank to the mobilehome? (ft.).
14. What is the mobilehome gas demand?MEW B.T.U.*
*(This information is not required if the pipe length is less than 6 feet on natural gas or
less than 50 feet on propane).
THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO
PROCESS THIS PERMIT APPLICATION
May 1995
8.5
Mobilehome M - anufacturer: Manufacture Year: -2-ODi—
if other than single wide, furnish Seto lS Model.N mber:
Width:=(ft.) Length: CoO (ft.) Tagalong or E (ft
On all mobilehomes manufactured after October 7, 1973, . furnish manufacturer's
installation manual and structural setup sheets.
FOOTINGS- Wood pressure treated or foundation grade[ )4 Other:
SUPPORTS: Concrete block[,_]Other:
Provide Tie Down Specifications for all Mobilehomes:
Pier Footings Sizes and Location MULTI -WIDE WIDE 01
Line 1 Line 2
Line 2
MainBearra .....................
...............................................e2
Line
Line 2
Line 3
Line I Line 2
......................................................... ........... ..........................
Main B== Line 2
. ................................................................................................ Line 1
.................................................. C
Tag or Triple c 4
.................................................
Line I Piers:
Size minimum: x
Spacing maximum:
From ends -maximum:[
Line 2 Piers: -.1 ILI
Size minimum: x
Spacing maximum: 0
From ends-maximum��v `
Line 3 Roof Loads:
Size minimum ,
'Location (from4eftt)
)Xt.6
Line 5 Roof Loads:
Size minimum:
Location (from front)-:
Line 1 Openings
Size minimum: x
Each side of openings
with width over: VY-
tine,A Piers:',
Size minimum: x
Spacing maximum:
From ends -maximum -1
9, 1"IMESIZZO r"N"Zwoll
ffn�
R1
.bit OE J/1 OE
'2/166-
2i166 .211 66
A A
FGN3
6i1 OE .W OE
W _ 31IH 3ldH-H ON3 H�IIH JIUH-A
g
I
I
I
I
I
I
f'I I/ r 1,
0 o
�/
I I
I I
I I
I I
I r 1, / \ r 1, I
I
I I I I
i I I I
I I I I
1 I I I
-
_ r L,
ISI' ISI
L I J l J
I ISI ISI 1
i L J l J
I'- I
- , f ,
m 1
r-,
1._._._._._._._.-.-.1
I
I I
1 1._._._._._._._.-_.1 I
I I I
I I
� L � J
I
I
P I
I I
I I
r l, r l,
ISI ISI
I I I i
1 I I I
I' I 1 r-4,
I ISI I�II�I
L J l J
I l i J L i J L J -
Ir�,
-
I
L,J
-
I
i._. -._..._._._._._.T
-
1 T._.-.-.-.-._.
I
r o, r o,
I r o, r o, I
ISI ISI
I ill ISI I
o, I
I
I
J
I
It'—'—'—'—'—'—'—'—'—'i
i
I
I I
I I I
1t.—.—._._.—.—.—._._.t I
I I I I
I
It.—'—._._._._._._._.i.
I I
I I I I
I t•—•—•—•—•—•—•—•—•—•t I
1
1._._._._._._._.—.
._._._._._.—.—._._.1 I
I
r o, o� 8 _f o o, I
I I I I I �_ I
L I J
1._._._._._ ^ ._._._.1
1
l m J ^ L m J
I 1._ ._._•_._._.-.1 I
I
Il._._._._._._.-._._.1
I
I
I I
I I
I I
I I I I
I ..................1 I
I I I I
I
I
I
I I
o, r Ij,
ISI ISI
I I I
I i I I
I r o, r o,
ISI
I
i
l I J L I J
I I
1 I�1
I l
I I I I
ro, ro,I
rc , ro,•' �'
o............ _.
I
l i J l i J
I l i J L i J I
g
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO.
(Rev.12/96) : .. APPLICATION AND PERMIT
ASSESSOR PARCEL NUMBER
ZONING.
BUILDING PERMIT
OWNER -"
r -
TELEPHONE
SO. FT. OCC. BUILDING VALUATION
OWNER'S MAIUNG AD PRESS-
f
1;
CONTRACTOR'S NAME
TELEPHONE
CONTRACTORS MAILING ADDRESS
CONSTRUCTION LENDER
Fireplace
LENDER'S MAIUNG ADDRESS
Total Valuation $
'
ARCHITECT OR ENGINEER
LICENSE NO.
Fee
$ 20.00
—Filing
Permit Fee �•
$ ' r
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee
$
BUILDINGADDRESS .i.
Energy Plan Checking Fee
$
f ; •• ?
PERMIT FEE
$
LOT NO.
SUBDIVISIONS NAME , t_., F
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
Each Trap
7.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome O Other
SPECIFY
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 ❑. Unities ❑ Installation ❑ Other:O
Describe Work: 7 '
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00/1.
Mobile Home I S I G I W
@20.00
PERMIT FEE
ELECTRICAL PERMIT
Fling Fee 20.00
Main Service zoo R. S
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 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.
❑ 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
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.)
❑ 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 3700 of the Labor Code, I shall
forthwith comply with those provisions.
X _ Date L s
Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent ? �''. ,- ! . } ` -7
An OSHA permit is required for excavations over 60" deep and demolition or co struction
of structures over 3 stories in height. '1%��
Main Service Zoog To 1000A
46.00
NEW CONST, DWELLING OCCUCCUP, SO
OR ADDNS. ( 8 ACC. BLDS. 3.5¢FT;
RRUI97,50
rwµAOE,SID. T.MULT-OUTLET'CIRCUITS
POWER APPARATUS
8 SWGLE OUTLET CIR.
20
EX. ACCO OUTLET OR FIXTURES BAL.50 @''O0
Ex. Occu . oPuT E�s RESID.OEl 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wirina
23.00
PERMIT FEE $
MECHANICAL PERMIT Fling Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEE $
Mobile Home Installation Fee $
Energy Inspection Fee $
occ
CONST. TYPE
TOTAL FEE $
rPD
HnZ
D IMP
.
FLOOD
COF
PARCEL
`.
HD
f
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.
f
By Xt ` : ! �.`; .✓ Date
PERMIT EXPIRES ON
Dsfe
Receipt No. `i l i +,
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
10 29/.2003 11: 39
PAGE 02
91G-374-0150
WESTLAND
vector Dynamics
Foundation System
INSTALLATION INSTRUCTIONS
for the State of California
Version 9/2/2003
INDEX
9/2/03
Approval .
912103
PAGE
RELEASE
N�Ac-tvn W AOnren�roanS
SECTION
NUMBER
DATE
FOUNDA9'la�risYMMA
�k &TS AND SAFM CODS, SWnON 13551
ApeRaysn
INTRODUCTION
2
9/2/03
6CtBJBI: T TO Comm 0ri92J0m
GENERAL INSTALLATION
3
9/2/03
7HORlZB Olt APPitOY6 Ala4
PARTS LIST
4 & 5
912/03
Nn M RB MUMBLM cm
MS
aws ATF17 x>;tiat.AnLONGITUDINAL
DEVICES
6
912103
cdimicd CAMUNRY D"dopmea
114M
PIER HEIGHTS
7
912103
.
Bs AND s?ANDA�
SET-UP INSTRUCTIONS
8
912103
Ass
SPA
Us Ap MVW Expse6
FOOTER SIZES
WIND ZONE I - SINGLE
9
912103
- DOUBLE
10
912103
- TRIPLE
11 .
912103
- HIGH PIER
12
912103
--.--
WIND ZONE 11 - SINGLE
13
912103
�ooFEss�oN�
- DOUBLE
14
9/2103
- TRIPLE
15
912103
No. c�3'Q�o4
V -DRIVE & PIER SYSTEMS
SOIL CLASSIFICATION
CONCRETE INSTALLATION
16
9/2/03
17
912103
18&19
9/2103
COMPONENT PARTS AVAILABLE UPON REQUEST
3 -e—Ir B t
>;� •
0"i r @ �i ! -n rte' °"s "`• ,; -�, - �"•
wl
....-- ----... - -- ..
WESTLAND PAGE 05
10/2`3/2003 11:46 916-374-0150
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.
FOOTINGS AND FROST LINES
The Vector Dynamics Foundation System was designed to be placed directly on top of the ground (or poured
concrete) after clearing all loose vegetation. In areas with frost heave, use Vector for Poured Concrete (see
pages 20 & 21) to comply with local requirements for footer depth.
FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS
Vector Pads are used In place of conventional foundation pads. One Vector pad provides two or three square
feet of bearing support. Vector Systems should be spaced as symmetrically as possible along the length of the
home. For pier locations in between the Vector Systems, use the normal foundation pads.
LUMBERIMOISTURE -TERMITE SHIELD
To cut PVC or lumber (2 - 2x4's,1 - 44 or 1 adjustable steel commpression member *per Vector system) for the
center compression section,when using concrete blocks for piers, measure center to center frame (I-beam) dis-
tance and subtract 167. When using METAL PIER STANDS, measure center to center frame distance and add 16"-
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 INSTALLATION
All frame ties and diagonal straps must go from the anchor to
the top of the I -Beam. See illustration below.
1. Attach frame hook to top inboard
location of 1" beam. (Frame hook must be
attached to frame at points closest to floor support.)
2. Keeping in line with the hook, wrap galvanized
strap. completely around 'l' beam.
3. Pull strap past anchor head approximately ten inches
before cutting to allow enough strap to give a minimum
of five turns around the slotted anchor bolt.
4. Thread loose end through slotted bolt so that the strap is
flush with the other side of the bolt.
5. Tighten slotted tensioning bolt a minimum of five full'turns.
10/29/2003 11:39 916-374-0150
WESTLAND PAGE Cho
Vector system
Lateral stabilization Block Pacts
#590'[ S - 2 sq. ft. single/double block pads with
hardware, swivel straps and slotted bolts
Vector System
Lateral Stabilization for Concrete
# 59036 - Single (only) block pads with
hardware, swivel straps and slotted bolts.
# 59049 - Double block pads with hardware,
swivel straps and slotted bolts.
Vector System Lateral Stabilization
For Difficult[ROOky Soils
# .59257 - V Drlve System
Must be used with:
# 5901 8 - Vector for single/double block pads
3 Sq. Ft. Pad Vector System
# 59271 - Vector 3 sq. it. pad (2 required)
# 59024 -Vector Lateral Hardware Kit,
includes PVC adapter.
Strap/Swivel Strap Connectors & slotted bolts
not included.
1
Drano A ('aiifnrnia 9/2103
11+051200 12:28 916-374-0150
WiESTLAND
Vector y a✓ is
Foundation Systems
Longitudinal Compone' nt ,darts List
Page 5
PAGE 02
Longitudinal Stabilization
Hardware Kit
# 10733 - (for use with 59018 Vector
System, single stack block sets only.
Longitudinal struts not included)
Longitudinal Stabilization
Hardware Kit for Concrete
# 59023 - Includes 2 beam clamps,
tension brackets, nuts and bolts,
(for use with 459036 & 59049,
longitudinal struts not included)
3 Sq. Ft. Pact Vector Longitudinal
Systema
# 59026 - Includes 2 beam clamps,
2 tension brackets, nuts *& bolts.
(for use with #59271, longitudinal
struts not included)
Struts for Longitudinal Systems
Part No.
Length
Pier Height
# 59076
30"
up to 2 Blocks
# 59012
39"
up to 3 Blocks
# 59013
4.4"
up to 4 Blocks
# 59014
53"
up to 5 Blocks
# 54015
65"
up to 6 Blocks
PVC Adapter Bracket
# 59261 - For use with Schd 40 PVC
Center Compression Strut
gf�
•• 48612 - Single Section, 62"- 108"
46613 - Double Section, 34"- 60"
(includes short u -bolts, nuts, washers
and 6 self taping screws)
California
17;29!'2903 11:39 91b-374-0150 WESTLAND
PAGE 03
Longitudinal Stabilizer Devices
The use of LSD systems on a single or multi section home replaces longitudinal anchors,
stabilizer plates and straps. The Longitudinal Stabilization Device (LSD) is used with the Vector
Dynamics System to resist loads in the longitudinal direction (short dimension) of home. The
number of LSD required is shown on pages 10-13.
BLIP
(2
1. Longitudinal Foundation Pad
2. Seam Clamp (2 per system)
5. Longitudinal Strut (2 per system)
4. Tie Bracket (2 per system)
Combine Vector Dynamics
,�. LR®
Note: Two struts = I t.MV.
Can be used on ons pad or
opposU ends of the home.
Examples of 1'05!5ible Placement:
(contact TJE DOWN for pfacment in other Wind Zones)
Wind Zone
I
Single Section
18 Ft. Max.
Wind Zone
I
Double Section
I {
I I
I I
{ { I I
I { I I
I I I I
l I I l
I I { I
I I I I
I I I I
{ I { I
I I
{ i
I.
32 Ft. Max.
Forgreater widths use
triple section design.
Page 6
Wind Zone
1
Triple Section
, 1
Wind Zone
+ 1
' t Tag Section
,
t t
LNt t ;
t I ,
,
48 Ft. Max.
California 9/2/03
10/29%2003 11:39 916-374-0150 Wt`J I L01`IL
50 in.
max.
e
Maximum Pier i UA
Vector Dynamics Foundation Systems may be used on single section homes ex Wed Zone
I which require one or y not to
heights (from surface of Vector pads to of
bete or metal used at each Vector r sys#em location where the pier height
both main rail(s). Note that a ground anchor 1, an anchor must
exceeds 24 Inches for single section homes. On multi -section homes in Wind Zone tion double section homes
at each Vector System location with pieused
r heights above 46 with the following p
that are 24' wide, in Wind Zone I, have a maximum pier height without anchors of 38". Seepage 12 far
double section home high pier set instructions,
50 In
max.
rlaximum
Unequal Pler MGM
Homes with unequal pier heights are limited to 50" maximum pier height. The difference between the taller pier
and the shorter pier cannot exceed 26".
p,..o 7 r!oli}nrni� 019/f1R
7E
WIND ZONE I, SEISMIC ZONE4
Vector Dynamics Systems Required for
Single Section Homes
(Materials Required)
SeC i
011
" siri9le
s, a12t r'
{; _ � x: j2 � _ '_ - • :5 2�
Note: L.S.D.= Longitudinal
Stabilization Device
n See Pape 6.
c�
0
sv
WIND ZONE I
0
w
�2 sq. ft. pad
NOTE: vector Systems should be spaced as
symmetrically as passible along the length
of the home. Pier spesing must be
consistent with home manufacturers'
Soil Classifications: 2, 3, 4A, & 4B lostrudlons and/or state requirements.
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required: 30" with 24" helix anchor (59095),
12" stabilizer plates (59292), 1-114" frame ties
Home Length
Vector Systems
Anchors Required
24+" Piers L.S.D.
Required
Per Side or 24" Pier
0 to 72'
3
2
3 2
73' to 90'
4
1 3
4 2
Each Vector System requires one of the following:
1-4x4 or 2-2x4's pressure treated wood compression member,
Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list)
0
w
cCD
N
0
WIND ZONE I, SEISMIC ZOITE 4 - ,
Vector Dynamics Systems Required for
Double Section homes
(Materials Required) _ - -,E Seckticr ^ `
e of a '
---------- K- EXarnpl _ _ -
I Ir
r F.
NOTE: vector Syslems should he spaced as
symmetrically as possible along The length of the
home. Pier spacing must be consistent wilh home
manulaoturers' insiructlons andf(Ir slate requirements.
No anchors required. For
pier heights up to 46" for WAND ZONE I
28'-36' wide,
38" for 24' wide.
See Pg 12 for high pier
instructions.
2 sq. ft. pad
Soil Classifications: 2, 3, 4A, &413
Soil Bearing Capacity: 1,000 PSF minimumanufacturer)
Anchors Required': None ('Marriage wall anchors may be required by horse 1`11
Home Length Vector Qydstems Anchors I Per Segeuired L.S.D.
Now L.S.D.-
0 to 40' 2 0 2 Longitudinal
Slabiliiation
3 0 3 Device
41' to 66' See Page 6.
67' to 84' 4 0 4
85' to 90' 5 0 4
Each Vector System requires one of the following:
14x4 or 2-2x4's pressure treated wood compression member,
Schedule 40 PVC Pipe or 1 adjustable steel compression (see pads list)
-o
n
G)
M
@
U1
" e
4ems
MIND ZONE I, SEISMIC ZONE
- S G
Vector Dynamics Systems Required for , _ " ie o� a net
6s{�t paev%q los
Triple Section} Homes _ - - e ' _
(Materials Required) - -K r d
� � �nustt8 °� s _
NOTE:
When a pler height at Vector locations exceeds 46", an
anchor must be used on the outside wallibeam at that
approximate location.
NOTE: Vector. Systems should be spaced as
symmetrically as possible along the length at the
home. Pier spacing must be consistent with home
manufacturers' Instructions and/or slate requirements.
Tag or—,M/1
-
fu11 triple
z sq. a. Pau c ay. Nm,
A
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 qSea ms
Anchors Side fired
LSU
Main TAG
0to48'
2+2onTag
0
2
1
49'to71'
3+2onTag
0
2
1
72'to84'
4+2onTag
0
2
2
8T to 90'
5+2 on Tag
0
2
2
Each Vector System requires one of the following:
1-4x4 or 2-2xVs pressure treated wood compression member,
Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list)
N
m•
N
N
CD
CD
W
M
LO
M
W
a
m
Ln
CD
CD
N
WIND ZONE I, SEISMIC ZONE 4 (High Pier Sets)
Vector Dynamics Systems Required for _
Double Section Homes
(High Pier Sets with Diagonal Ties)
-72
�;------- le o{ a
I
I
I
nui E: Vector Systems should be spaced as
symmetrically as possible along the length of the
home. Ploy spacing must be consistent with home
manufacturers' instructions and/or state requirements.
N
Ln
N
C9
CD
W
W
LO
LD
m
I
W
v
i A
C I
Ln
CD
WIND Z014E I
Max. Height UnItV'Adth
See Page 7
as•
(O Min.
I•Beam
W 3pa�cfng
► 2 sq. ft. pad
0 to 48'
2
2
2
49' to 71'
3
3
3
72' to 84'
4
4
4
85'to90'
.5
5
a
Soil Classifications: 2, 3, 4A, & 4B
Sail Bearing Capacity: 1,000 PSF minimum
Anchors Required': 30° with 24'helix anchor (59095),12" stabilizer plates
(59292) 1-114° frame tie with connector
Each Vector System requires one of the following:
1Ax4 or 2-2x4's pressure treated wood compression member,
Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list)
r.
M
WIND ZONE 11, SEISMIC ZONE 4 (Hurricane)
Vector Dynamics Systems Required for
single section Homes
1
(High Pier Sets with Diagonal Ties) _
1
1e seG'4ac o g
gY m s�Us1 U�deltioe5'
_ - of a 72 �a
5,0 " allal�o�
4 _- �
SrXatop% Ns geust bB to
" - Stc ion acing cn _ _ ' ♦1`
�s----Y--- Utiu ods4 _ 1
_ 1
' ax-dP•
WIND ZONE II
(not to scale)
Soil Classifications:
Soil Bearing Capacity:
Anchors Required':
2,3,4A & 4B
1,000 PSF minimum
30' with 4' helix anchor (59095),
1-114" vertical ties w/4725 lbs. min.
breaking strength.
Nome Length
Vector Systems
Required
Anchors Equired
per side
LSD
0 to 48'
3
5
2
49' to 80'
5
ii
2
51" to 72'
6
7
2
73' to ad'
7
a
2
85' to 90'
a
a
2
H07E: Vector Systems should he spaced as
symmetrically as possible along the length of the
home. Pier spacing must be consistent with home
manufacturers' instructions andjor state requirements.
Maximum allowable working drag load for the Vector
System with steel compression strut Is 4,000 lbs. per
the X2 Engineering test report.
Each Vector System requires one of the following:
1-4x4 or 2-2x4's pressure treated wood compression member,
2 sq. ft, pad Schedule 40 -PVC Pipe or 1 adjustable steel compression (see parts list)
WIND ZONE II., SEISMIC ZONE 4
Vector Dynamics Systems Required for _ - - " " �ttipt� ��mterl % guldkof
el`n?s�}�
Double Seeien Homes �t aox3Ongs° Stai�atiiOo mania" - .♦
le of a eneta� to come in .
Sxatnp soo, s 9 ust be
�tltustrand spa°ung m - - ♦ ♦ ` `
ounda%%On pads a _ - ♦ . ♦ ` \
♦ I
♦ � I
♦ ♦� AP" ♦ ]
to
C NDTE: Vector Systems should be spaced as
symmetrically as possible along the length i
home. Pier spacing must be consistent with
manufacturers' instructions and/or state req
Maximum allowable working drag load toi It
System with steel compression strut is 4,001
the K2 Engineering test report.
•E
1�1
WIND ZONE 71
(not to scale)
JDH Bearing uapauLy. I,Vuu r0r lnmunun1
Anchors Required': 30° with 4° helix anchor (59095),
1=1/4'verticai Iles w14725 lbs. min. breaking strength
Home Length
Anchors Equired
per side
Vector Systems
Required
LSD
0 io 48'
4
4
3
49' to 60'
5
5
3
64" to 72'
6
6
a
73' to 84'
7
7
4.
85' to 90'
8
8
4
Each Vector System requires one of the following:
1-4x4 or 2-2x4's pressure treated wood compression member,
�2 sq. ft. path $ Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list)
K)
IJ
m
w
N
W
L
m
n
M
v
P3
co
a
r - -
MIC ZONE 4
WIND ZONE ll, SE! S '
Vector Dynamics Systems Required for _ - - " �o� s•
e
Triple Section Homos _ " vitt sect�°e co system _ -I' K ,
(Materials Required)59a�iry
2 ,,.al sP � t
NOTE:
When a pier height at Vector locations exceeds 46", an
anchor must be used on the outside wal ftam at lhat
approximate rocallon.
NOTE: Voclor Systems should be spaced as
symmetrically as possible along the length of the
home. Pler spacing must be consistent wilh home
manufacturers' instructions and/or state requirements.
Soil ClassifIcatlons:
Soil Bearing Capacity:
Anchors Required":
Tag ori
2, 3, 4A, & 46 full triple
1,000 PSF minimum
314" x 30' with 4" helix anchor (59095)1-114" vertical ties
w/14725 lbs. min. breaking strength.
Home Length
Vector Systems
Required
Anchors Required
Per Side
LSD
Main TAG
0to48'
3+2onTag
4
2
1.
49' to 71'
4+ 2 on Tag
6
3
2
72' to 84'
4+ 3 on Tag
7
3
2
85' to 90'
5+ 3 on Tag
8
3
2
�ach Vector System requires one of the following:
1-4x4 or 2-2x4's pressure treated wood compression member,
Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list)
2 sq. R_ pad
2 sq. ft. pad
10429/2003 11:39 916-374-0150 1AESTL-AND PAGE 09
Vector Dynamics
Metal Pier & V -Drive Installation
METAL PIER FOUNDATIONS
For metal piers, place the piers in the center of the Vector pads. Set the single 4x4 or two 2x4's through the plers, centered in the U -
bolts. Outside Tension brackets attach the same, Inside tie brackets mount 'upside down" as shown in drawing.. Metal piers using the
Vector System can only be used on level ground sets.
Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home.
Pier spacing must be consistent with home manufacturers' installation Instructions and/or state requirements.
To cut lumber (2 - 2x4's or 1 - 4x4 per, or 1 adjustable steel commpression member, part 459043 Vector system) for the center com-
pression section, when using METAL PiER STANDS, measure center to center frame distance and add 16". Optional Moisture Termite
Shield may be required in certain regions. 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 he installing. N frame widths are the same, the pre-cut
boards will also he the same length in each Vector set-up.
V -Drive System
for rocky soil conditions
V=Drive anchors are used only
be installed.
V -Drive anchors are used pAly in
Zone 1. single section homes.
in Zone 1, single section homes in areas where rocky soil conditions do not allow helix style anchors to
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 or buckle to the frame and attach to the V -Drive head with a slotted bol ut the
strap end about 12 to 15 inches past the anchor head to allow at least four or five wraps around the slotted bolt. nt' a tighte 'n
strap until all slack is out and strap is tight.
Page 16 California `t-' — 912!03
VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS
Vector Dynamic Foundation Systems may be used only on homes set on soils classified as Class 2, 3, 4A and 48 as
described in the table below:
SOIL CLASSIFICATION
Soil Class Types of. Soils Blow CD2TM lTest P -robe )
586) Torque Value (2)
Sound hard rock...... NA NA
Very dense and/or 40 -up More than. 550 lbs - in.
cemented sands, coarse
2 gravel and cobbles,
preloaded silts, clays, -
• and corals
Medium -dense coarse 24-39 350-549 lbs - in.
3 sands, sandy gravels, very
stiff silts and clays
4A Loose to medium dense 14-23 275-349 lbs - in.
sands, firm to stiff clays
4B a and silts, alluvian fill 175-275. lbs - in
Peat, organic silts, ' 0-44 175 lbs - in.
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 gauge 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 lb -in. 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.
Vector Foundation Pads Equivalent to Footer Pads*
Footer Size: Footer Size: -
16x16 = 256 sq. in. = 20x20 = 400 sq. in.
or 16x18 — 288 sq. in. - -: _ or 17x25=425 sq. in.
,,:�
EQUALS
EQUALS w .
2 -Vector Pads # 59275,;: 1 -Vector Pad # 59271
288 sq. in. or 432 sq. in.
1 Vector Pad # 59130
Vector Pad(s) exceed the surface area required when used as the equivalent lis Bove.
'Foundations in soil with a bearing capacity of fess than 1.000 PSF must be designed by a Registered Professional En in r with site
conditons
Page 17 California 9/2/0
9
�. LO 39dd 95T9—PL£-916 6£:TT '£00Z/6Z/01
i/ector Dynamics System
for Concrete Applications
Instructions
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"x24" x 4" or 18" round
(min) x 10" deep. The bottom of footers must be below the frost line or a minimum of 4"
below finished grade whichever is greater. Concrete must be 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 (galv. 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 or Schedule 40 PVC pipe, or 1
adjustable steel commpression member, part #59043 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 holes on each side into the concrete using the holes in
the Vector pad as a guide. Drill the 3/8" diameter 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
of a Single section
Set -Up
Vector p4
for
concrete
footer
Page 18
California
Wood Cap
and wedge
Outside
Tension
Bracket
Wedge
Bolt
90 39dd QNV-IiS3M 0910-bL6-9% 9b:TT E00Z/6Z/01
1.0/29-/2003 11:39
916-374-0150
WESTLAND
"Vector ®ynrrmics System .
for Concrete Applications
Instructions
ii
PAGE 12
9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors. 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. bo not
tighten yet.
11 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. Wedge the pier set at this time.
16. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside
tension bracket and Vector pad to the concrete.
17.' Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with
end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using
at least five turns on the slotted bolts.
Illustration Tv
Inside
Tie Bracket
Compressii
boards of
PVC Pipe
rage iu t,ainunria
ad
e
V/a uo
CDF FIRE SAFE REQUIREMENTS
AP# PERMIT # NAME
Under authority of PRC 4290, the following checked items are required by the
Butte County Fire Department and are made a part of this permit. These
requirements are minimums and will be superseded by Butte County local
regulations which equal or exceed these standards. Field inspections will be
made by the Butte County Building Department for compliance.
[X] 1272.00 Maintenance of Defensible Space. To ensure continued
maintenance of properties in conformance with these standards
and measures and to assure continued availability, access and
utilization of the defensible space provide for in these standards,
annual maintenance must be provided for by the land owner.
Driveway Standards
[X] 1273.02 Surface. All driveway surfaces and structures (bridges, culverts and
other appurtenant structures which supplement the roadway bed or
shoulders). shall provide unobstructed access to conventional drive.
vehicles. Including sedans and fire apparatus weighing up to
40,000 pounds.
[X] 1273.03 Grade. Not to exceed 16 percent unless paved.
1273.04 Driveway Radius
IN 1. No roadway shall have a horizontal inside radius of curvature of
less than 50 feet and additional surface width of feet shall be
added to curves of 50-100 feet radius; 2 feet to those from 100-
200 feet.
[X] 2. The length of vertical curves in roadways exclusive of gutters,
ditches and drainage structures designed to hold or divert water
shall be not less than 100 feet.
[X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40
feet from the center of the road.
[X] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long
with a minimum 25 foot taper on each end.
[X] 1273.10 Width. All driveways shall provide a minimum 10 foot traffic lane
and unobstructed vertical clearance of 15 feet along its entire
length.
Page 1 of 3
AP# PERMIT# NAME
[X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than
800 feet in length, shall provide a turnout near the midpoint of the
driveway. Where a driveway exceeds 800 feet, turnouts shall be
provided no more than 400. feet apart.
[X] 1273.10 Turnaround. A turnaround shall be provided at all building sites on
driveways over 300 feet in length and shall be within 50 feet. of the
building.
1273.11 Gates
[X] 1. Gate entrances shall beat least two feet wider than the roadway
it serves.
IN 2. The gates must be located at least 30 feet from the roadway
and shall open to allow a vehicle to stop without obstructing traffic
on that roadway. .
[X] 3. Where a one-way road with a single traffic lane provides
entrance, a 50 foot turning radius shall be used.
Fuel Modification
1276.01 Setback for Structure Defensible Space
[ J 1. All parcels 1 acre and larger shall provide a minimum 30 foot
setback for buildings and accessory buildings from all property
lines and/or the center of the road.
Vj J 2. For parcels less than 1 acre, local jurisdiction shall provide for
the same practical effect. See other requirements on page 3.
1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping,
r burying, burning or removal to a landfill site approved by the local
jurisdiction, of flammable vegetation and fuels caused by site
development and construction, road and driveway construction
and fuel modification shall be completed prior to completion of
road construction or final inspection of a building permit.
Page 2 of 3
AP# PERMIT #
Other Requirements
[ ] If Building Setback is 15 to 30 Feet:
- Class A or B roof and Enclosed Eaves
NAME
IX J If Building Setback is Less Than 15 Feet- Class A or B Roof with Enclosed
Eaves and:
Choose any 2 of the following:
- Metal or no doors' on the side toward property line with insufficient
setback
- Interior automatic fire sprinkler system per NFPA 13D
- Glass area not to exceed 10 % of wall area toward property line with
insufficient setback
- Siding from the following list:
Stucco — 3 coat
Hardi- Board or Plank
Masonry
Masonry veneer
Metal
Other Butte County Fire Department approved materials
-i7-y3
Date
Signature
Page 3 of 3
l
Pt C/3
a . 'i.03..:�.....i . _
n ml
{ A
d4
I
.
f {:.;
it
COT
r
�3
I :e
0 � I
<,
• i:. +• . � .� .fit;�i1-----
rTi MI— _
-if1�`i
.. �' -.1 rj fTT' J '
{, cn ':rl
0— rrj
:
iz
:A
GO lj L(I:j, fj .. •� rVO .. "� ..
Ca
. \-ice 111
Ir
`.J T' —_ � l''- I (J• O f 14' � l 1 7(�Qi
CD
Ind• 90 " n" i
e f:%
Vj
fc
a 41
O
�3 RECORDING REQUESTED BY
MID VALLEY TITLE & ESCROW CO.
AND WHEN RECORDED MAIL. TO:
CASEY FORRESTER
PO Box 614
Palermo, CA 95968
I I I I I I! !! I I !! I I! I!! I I !! !! I I I! I !! I!
2i0iO4—>�>�m? 1 54
Recorded
I REC FEE 13.00
Official Records
I TAX 27.50
County Of
I
BUTTE
}
CANDACE J. GRUBBS
I
.
Recorder
I.
ROSEMARY
RYrDICKSON
Assistant
1 Jason
09:00AM 09 -Feb -2004
1 Page 1 of 3
Space Above This Line for Recorder's Use Only
A.P.N.: 069-200-041 Order No.: 216531AM-ORO-C Escrow No.: 216531AM
GRANT DEED G
THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY V7.50
X ] computed on full value of property conveyed, or
computed on full value less value of liens or encumbrances remaining at time of sale,
] unincorporated area; [ ] City of _, and
FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged,
DONALD E. LEWIS AND ELLEN A. LEWIS, AS TRUSTEES OF THE LEWIS REVOCABLE TRUST, DTD
11/23/1993
hereby GRANT(S) to
CASEY FORRESTER, a Single man
the following described property in the City of UNINCORPORATED AREA, County of Butte State of California;
SEE ATTACHED LEGAL DECRIPTION "
GRANT DEED CONTINUED ON NEXT PAGE
Mail Tax Statements to: SAME AS ABOVE or Address Noted Below
,A.P.N.: 069-200-041
CONTINUATION OF GRANT DEED
THE LEWIS REVOCABLE TRUST, DTD
11/23/1993
Byc�' ��—'
DONALD E. LEWIS, TRUSTEE
By: e ee. -- a. ,-
ELLEN
-ELLEN A. LEWIS, TRUSrEE
Document Date: January 29. 2004
STATE OF CALIFORNI )SS
COUNTY OF )
On a I Le I De- before me,
personally appeared JX)IC ( C1 E—, L2
D. M05kAbb, JVl7v
personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within
instrument and acknowledged to the that he/she/they executed the same in his/her/tlieir authorized capacity(ies) and that by his/her/their signature(s) on
the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument.
WIT S -my hand and official seal.
Signatu
T �s area for official notarial seal.
ANTTO
G6AD. MASTEL n
v tc 1124
CF)
Comfolssctomta
. NotatVPubl 22, 20 Co
MY comm Exp.
Preliminary Report Order No. BU -216531-3 AM
Description
The land referred to herein is situated in the State of California, County of Butte, and is described as
follows:
LOT 101, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "KELLY RIDGE ESTATES UNIT NO.
3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF
BUTTE, STATE OF CALIFORNIA, ON JULY 26, 1974, IN BOOK 43 OF MAPS, AT PAGE(S) 44,
45, 46, 47 AND, 48. .
APN 069-200-041-000
M
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO.
(Rev. 12/96) APPLICATION AND PERMIT -a rz5_-
ASSESSOR PARCEL NUMBER
�( 1- -�'-
°
OT
BUILDING PERMIT
OWNER
1 �•
c
Gi
TELEPHONE
SO. FT. OCC. BUILDING VALUATION
,
. OWNERS I -lJ ADff &J
MS�I�1}J(J��F
CA Q.S
$a .
CONTRACTOR'S NAME TELEPHONE
w r
CONTRACTORS MAILING ADDRESS
CONSTRUCTION LENDER
LENDER'S MAILING ADDRESS
Fireplace
Total Valuation $
'e
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee
$ 20.00
Permit Fee S S.12
$ - /S
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee
$ GO
SUILDINGADDRESS
Energy Plan Checking Fee
$
1 G ll� e,
PERMIT FEE
$
LAT NO. SU NI$10�1^NA —
PARCEL MAP
PLUMBING PERMIT
Fling Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome 9 Other
SPECIFY
Each Trap
7.00
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 a
Describe Work: (1� 7'YI�1
Gas piping stem 1 - 5 outlets
15.00 s�
Building sewer
15.00 ,
Mobile Home S G W
@20.00
PERMIT FEE
$ �O
ELECTRICAL PERMIT
I Fling Feel 20.00
Main Service 2o0A OR LESS
23.00123.--
3.00 •3 --
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,
( 9 )
and my license is in full force and effect.P
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.
❑ 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
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
Main Service 200A TO 1000A
Main
1 46.00
NEW CONST. DWELLING Occup.
OR ADONS. ( a ACC. BLDS.
so
3.5¢FT:
NEW CONST. MULTI -OUTLET
NON-RESID.
97.50
OWER APPARATUS
8 SINGLE LET
OUTCIR.
Ex. Occup. OUTLET OR FIX URES
SAL p x_50
Ex. Occup. oFlxun�iAPP Es DEA
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wirina
23.00
PERMIT FEE
$ .3 °O
MECHANICAL PERMIT
Fling Fee 20.00
Heating
Cooling
Hood
6.50
Ventilation
PERMIT FEiE
S
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, I shall
n !^employ any person in any manner so asrto become subject to workers'
Crm ensation laws of California, and agree that if I should become subject to the
ders' comp sation provisions of section 3700 of the Labor Code, I shall
forthwith compwith those provisions.
X Date _✓�
Sin ure of "icant - Owner ❑ Contractor ❑ Agent 395b1o6 1 f�•8
An OSHA permit is required for excavations over 60" deep and demolition orco uctio
of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $
occ
CONST. TYPE
TOTAL FEE $ yy3, 95
HA2.
IMP
FLo D
CDF
PARCEL
H
ISSUE
This permit is hereby issued under
of the Butte County Code and/or
indicated above for which fees have
T
By d1vDate
PERMIT EXPIRES O
the applicable provisions
Resolutions to do work
been paid.
e
Receipt No. �—ItIde-
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INS TOR GOLDENROD -APPLICANT
>UNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7�yl-
PERMIT NO.
APPLICATION AND PERMIT _�- S�
n 2O 1 BUILDING PERMIT
T—
`�� / - TELEPHONE SQ. FT. OCC. BUILDING VALUATION
Is MAILING ADDRE-060 0
INSTRUCTION LENDER
NDER'S MAILING ADDRESS
CHRECT OR ENGINEER
ARCHITECT OR ENGINEERS MAULING ADDRESS
BUILDING ADDRESS
kr LL` teii�fr CSS i _ 3 v
LOT N0. y\ SUBONISDNS NAME — 3A,8 ^ -,G /6-7l
lJ USEOFS UCTURE/-
SF ❑ Duplex ❑ Mobilehome Other
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Udli6es ❑ Installation
Describe Work: &ff r10_ _t
141"'I J
X� �B2S� SOJA
sl k --
safte,rbe EPP
p44c.,r- MENEM
1/3 —
c "
Nt&VYt
C4"
X Date
Signature of Applicant- ❑ Owner ❑ Contractor ❑ Agent
An OSHA permit is required for excavations over 5'0" deep and demolition or construction
of structures over 3 stories in height.
Receipt No.
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
Fireplace
", (DU
ELECTRICAL PERMIT I
Filing Fee 20.00
Total Valuation $
000OR LE
200A OR LESS
LICENSE NO.
Filing Fee
$
46.00
20.00
Permit Fee —
$
pZ
a ACC. BLD S.
3SP. QSO.
FT.
Plan Checking Fee
$
93,
Energy Plan Checking Fee
$
$
I
PERMIT FEE
$
P CEL MAP
PLUMBING PERMIT
Filing 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
t }L7
Building sewer 15.00
Mobile Home I S I G I W @20.00
X� �B2S� SOJA
sl k --
safte,rbe EPP
p44c.,r- MENEM
1/3 —
c "
Nt&VYt
C4"
X Date
Signature of Applicant- ❑ Owner ❑ Contractor ❑ Agent
An OSHA permit is required for excavations over 5'0" deep and demolition or construction
of structures over 3 stories in height.
Receipt No.
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
EX. OCCU . OUTLET OR FIXTURES
PERMIT FEE S
", (DU
ELECTRICAL PERMIT I
Filing Fee 20.00
Main Service
000OR LE
200A OR LESS
23.00
Main Service
200A TO 1000A
46.00
NEW CONST.OwEWNo
(
occu
OR ADONS.
a ACC. BLD S.
3SP. QSO.
FT.
NEW CONST.
NON-RESID.
MULTI -OUTLET
wneunu 1—.—
97.50
EX. OCCU . OUTLET OR FIXTURES
EX. OCCU FILED APPINS. OR
OUTLETS ESID.) EA
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wirinq
23.00
PERMIT FEE 1 $ ±- -UU
MECHANICAL PERMIT I Fling Fee 1 20.00
6.50
Ventilation
PERMIT FEE S
Mobile Home Installation Fee $
Energy Inspection Fee $
OCC CONST. TYPE TOT L FEE
0. FEES RLP n-DpD CDF pIVfl 01tSUE
1/
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 EXPIRES ON
-� Fis3
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET
OWNER: ����� S 101 1 ( ASSESSOR PARCEL NUMBER ( J _
Proposed Building Use: //^� •% //! /! /i%% f/�// Vaws 7ecounter Technician: Date:
1 s required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply.
1. Site plans, 3 or 4 sets, signed by 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. Letter from Engineer or Architect for truss design review.
❑ 6. Energy compliance design and supporting documentation in duplicate.
❑ 7. Statement of Intent for No Bated and Atnsta7llation
4inriplicate,
st✓ 8. Manufactured homes:"l ata sheets anarriag4(levations
in , OS))4or Plan, ��ie down o r fnd plans, all 'n
duplicate.
❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate. (D) Floor plans in triplicate. All of these
must be stamped and wet -signed by the engineer.
❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate
❑ 11. Site plan and business license approval from the City of Biggs
❑ 12. Letter of intent for non-residential buildings
* �414
Detached Accessory Building Form filled out by the owner
Hazardous Material Form
Sanitation and site plan approval from the Environmental Health Department in O Chico O Oroville, as applicable. L 1A qJ 0
16. Other ^
Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.)
A1�17. Fire Sprinklers................................................................ ........
18. Agricultural Buffer clr and site plan apr from the Ag Comm;=:., er
❑ 19. Soils Report and/or Engineered Foundation require-; . ..... ............. ........
20. Erosion Control Plan Required............................................................. ........... ........
21. Fees as shown on the attached Schedule of Fees Due Sheet ..............................
❑ 22. City of Chico Plumbing permit..........................1...........................................
23. California Department of Forestr plan approval �u paid. Sent by:5......1.Z /S -o o2-%1f�7
O 24. Planning approval (A) Use:O' 1B)Parking: (C) Parcel Check: 12--/6
r
t
5.Contact Land Development about _ Improvements, _ Drainage .........................
6. NPDES Form.......................................................................A7. Encroachment Permit for driveway from the Public Works Dept...............8. Pre Inspection for required.......
9. Contractor's license information. (Number, Name Style, Classification)...................0. orker's Compensation Carri d Policy N ........................ ...
wner-Builder Verification Iven to o er, Mailed to owne
32. Letter of Signature authorizafion.............. ....................
33.Recorded copy of Agricultural Acknowledgment Statement .................................
34. Manufactured hom l' clearance...............................................................
❑ 35. Existing v' rex p its .........................................................
0 36. D estrict ...... . ......................................................................
37. an Deed, Statement of F ts, ❑ Letter r L al Ow er, ' eck t H.C.D. $
39. Other:
When issued Telephone ('ISP.4 and hold for pickup.
I have been informed the ab ve items nd re_quirements for obtaining a building per
Applicant: - D
1. Index permit application fhe ve items num re : Letter
2. Additional items required ,' 2 �Q 3
Cont or designer, owner, was advised of the abo y ne, ❑ mail, ❑ co ter, by Date:
Contractor, designer, owner, w s advised of the ab e d to by phone, ❑mail, ❑counter, by Date:
P ani" s eviewed by: C/ Date: 0 Plans approved by: Date:
Structural reviewed by: Date: Structural approved by: Date:
Note transfer by: Date:
Yellow: Building Division
COUNTY OF BUTTE
D:V,PARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541
SCHEDULE OF RECEIPT OF FEES
OWNERA. P. #
PROPROSED BUILDING USE Al
Zi. BUILDING PERMIT FEE,
--- Balance Due ....................
Additional Fees Due........... $
S 70 DATE _Z�
3�570(0�0 4�3olo�t-
RECEIPT # ` h DATE REC. n �"
Milo
---� J
--- Revised Plan Checking Fee.... $ 47
2. SCHOOL DISTRICT FEES - 1/ rl
(paid at School District Office) (orm available after Plan Check)
SHERIFF FEES (paid at Building Division W
Residential............ $360.00 =
Units
Commercial (sq. ftg.)..... X $0.03 = $
Sq.Ftg.
4. URBAN AREA FEES (paid at Building Division)
Residential (per unit)..... X = $
ii Umts Amt.
Commercial (Sq. Ftg.).... X = $
Sq. Ftg. Amt.
5. RECREATION DISTRICT FEES
(paid at Recreation District Office) (form available after Plan Check)
6. THERMALITO DRAINAGE DISTRICT FEES
$510.00 (paid at Building Division)
A78!9INSPECTION AND PLAN CHECK FEE
500
id at Building Division)
8. WATER TENDER FEES BATTALION #
$200.00 (paid, at Building Division)
9. NORTH CHICO SPECIFIC PLAN (paid at Building Division)
Residential Zone X = $
Zone # Units Amt.
Commercial (sq. ftg.) ......... X = $
Sq. Ftg. Amt.
10. OTHER
At time of permit applica n, I was �d the above fees are required to be paid prior to issuance of the permit. These fees
may be changed during �pla c eecl rocess.
APPLICANT�
DATE_1 �.
Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You
have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a
protest are specified in Government Code Section 66020(a).
Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003)
School District
a
A.P. Number•• Q
Property Owner
Property Location/Address
Subdivision
BUTTE COUNTY S HOOLS IMPACT FEE CE
(One form per Bull Ing)
ll�.�vvv
L '(� Jurisdiction: City
Residential Development Q
No of Living
Units
Commercial/Industrial Q
New
Building Department
AVH]ome
Installation
Addition
District identification No. („ S' S " 1
FORM G� , %,1 4� 3
•
Building Department No.
County
J
Lot No.
a a
Sq. Footage av
Addition/ Supplemental to % (Group R)
Conversion Permit #
*(No foundation Inspection)
Deed Restricted Sq. Footage
(Attach a signed copy of Deed Restriction- and Notice of Limited Use Facility document)
Sq. Footage
(Including Exterior
Roofed s)
-��
Date
School District certifies that C' a -5e si 'PO r r e V `� r
(Applicant)
•S-1'w�-gQ-�.,._. acs!'
(Street Address) 43 (Phone Number)
(City) (State) (Zip Code)
has complied with the requirements of Resolution No. by payment of $ -3 `F (o
representing 16 2-0 square feet.
School District
2926 i
FULL MITIGATION =
Paid by Check # -5434 Remarks: b (o � — .. t1 A
1 is 2-0 Q a, „k..�
e
Date
Notla: You may protest the Imposition of the fess Identified above by submitting a written protest to the District, In compliance with
Government Code Section 66020(a), whNn 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit
you from c ellengine the Imposition of the fees in any court action.
K, subsequent to the School District Representative signing this Bulb County Schools Impact Fee CertMaflon Form, the School District Is
nu IR by tit aWlcabla Local Planning Agency that this project Is being revlewed under the Celthmda Environmenlal Qudky Act (CEQAh
Mrls project may be subject to addMonal school fees to fully mitigate its Impact on the school district's schools.
White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/03)dmm
BALANCE OF FEES SHEET
DATE:
PERMIT:����
ASSESSOR PARCEL #: 6 6 9
OWNER'S NAME:
FEES: (Amount and Purpose):
BALANCE OF FEES:
$
ADDITIONAL FEES:
$
REVISED PLAN CHECK:
$
SHERIFF FEE:
$
SRA
$
COPIES
$
URBAN AREA FEES
$
CSA 87 (North Chico Spec.)
$
WATER TENDER FEE
$ BATTALION #
THERM DRAINAGE FEE
$
OTHER
1099g
OTHER
$
VALUATION - IF BALANCE OF FEES OR ADDITIONAL FEES:
TOTAL VALUATION: $
ADDITIONAL VAL: $
(Check one)
(Check one)
RECEIPT NUMBERS
COUNTY
CITY OF BIGGS
RESIDENTIAL
COMMERCIAL
1 -/?-6 /0�Z
RECORDING REQUESTED BY
MID VALLEY TITLE & ESCROW CO.
AND WHEN RECORDED MAIL TO:
CASEY FORRESTER
PO Box 614
Palermo, CA 95968
A . P.N.: 069-200-041
,yll III IIIA IIII I IIII I II IIII III II II
2004-0007 1 54
Recorded I REC FEE 13.90
Official Records I TAX 27.50
CoBUTTrEOf 1
CANDACE J. GRUBBS I
Recorder
DICKSON _1
Assistant I Jason
69:00AM 09 -Feb -2004 I Page 1 of 3
Space Above This Line for Recorder's Use Only
Order No.: 216531 AM -ORO -C Escrow No.: 216531AM
GRANT DEED
J G
THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY $27.50
X ] computed on full value of property conveyed, or
I] computed on full value less value of liens or encumbrances remaining at time of sale,
X ] unincorporated area; [ ] City of _, and
FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged,
DONALD E. LEWIS AND ELLEN A. LEWIS, AS TRUSTEES OF THE LEWIS REVOCABLE TRUST, DTD
11/23/1993
hereby GRANT(S) to
CASEY FORRESTER, a Single man
.the following described property in the City of UNINCORPORATED AREA, County of Butte State of California;
SEE ATTACHED LEGAL DECRIPTION
u
GRANT DEED CONTINUED ON NEXT PAGE
Mail Tax Statements to: SAME AS ABOVE or Address Noted Below
A .'P. N .: 069-200-041
CONTINUATION OF GRANT DEED
THE LEWIS REVOCABLE TRUST, DTD
11/23/1993 c
DONALD E. LEWIS, TRUSTEE
ELLEN A. LEWIS, TRUS EE
Document Date: January 29, 2004
STATE: OF CALIFORNIA )SS
COUNTY OF ) rr -- 1 f , ,N p
On aZ LP 104- before me. 1'1 WADA CI D - (lAO 6 K� 0 UL� CAM
personally appeared A -A ( CJ L. LQ7.f115 - and' 0 Lt 0 A- LP 1A17 c
personally known to me (or proved to me on the basis of satisfactory evidence) to he the person(s) whose name(s) is/are subscribed to the within
instrument and acknowledged to me that he/shc/they executed the sante in his/her/their authorized capacity(ics) and that by his/her/their signaturc(s) on
the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument.
WIT SS my hand and official seal.
Signatu \ �
T is arca for official notarial seal.
ANG�ission #j381t24
I
Noi ry Public - Calitomio
U Butte coun� 22.2006
MY COmm. Exp. OC .
ob.-
CONNECTION PERMIT
APPLICATION FOR SEWER CONNECTION AND SERVICE FROM
OROVILLE AREA PUBLIC UTILITY DISTRICT
[N t� , hereinafter referred to as "Applicant",
being the propowrier or owner's agent desiring sewer service, hereby requests Lake Oroville Area Public Utility
District, hereiriafter referred to as "District", to connect Applicant's sewage disposal line to District's sanitary sewer
system and to provide sewerage seryice.
Location of property: A.P.#: l0 / Zy —
Subdivision: �� wywl— Lot#: I o Block#:
qProperty Annexed
❑ Property Not Annexed
❑ Property Annexation in Progress
No. of E.D.U.'s this permit:
Multiplication Factor:
Kind of Service: 'Monthly Charges:
® Residential Capacity Charge: IS��oo
Residence bf Owner Connection Fee:
Rental (single family)
❑ Rental (duplex) ❑ Apartment SC -OR Facility Charge: �r
❑ Industrial
❑ Commercial Total Amount Payable This Permit: 1S gg o
❑ Site plan reviewed ❑ Jobsite reviewed
The service applied for hereby shall be in accordance with the conditions Hereinafter set forth and the ordinances,
rules, regulations and policies adopted, or to be adopted, by the Board of Directors of District, all of which Applicant
agrees to abide by and fully perform. Applicant agrees to pay for such service at rates and charges as -are
est glished t5y District from time to time.
Signature of Applicant n Name of Owner if not Applicant
Mailing Address of Applicant "l S g Z� Mailing Address of Owner
Phone # of Applicant:_ �Ja� —� Yj Phone # of Owner:
CONDITIONS OF ACCEPTANCE OF SEWERAGE SERVICE
1. In accepting this application, District does not hold itself liable to Applicant for failure to perform any of
the obligations imposed upon it or assumed by it under this application if such failure be caused by accident, Act of
God, fire, strikes, riots, war, lack of capacity in SC -OR treatment/disposal plant or District's lines to handle the
sewage or nay other cause beyond reasonable control of District.
2. Installation of the sewer service line pertinent to this application shall conform in all respects to District's
specifications.
3. Applicant shall secure permit(s) as necessary from the County of Butte prior to doing any work,
including encroachment permits when work is within county right of way. '
4. Installation of the subject sewer line shall be of the sole cost and expense of Applicant..
5. Actual connection of the subject sewer service line to District's sewer mainline shall be accomplished by
District staff.
6. All work shall be inspected and approved by District.
7. This permit is valid for one (1) year. If work is not completed within said year, permit renewal will be
required, together with payment of any increase in capacity fee, connection fee and/or SC -OR Facility Charge.
8. District verification form must be issued with this permit.
Payment of Fees/Charges required prior to final LAKE OR VILLE AREA P.U.D.
inspection. Payment received by:
Date: Receipt # By:
_C]�il
❑ CASH ❑CHECK # Date: 3 - 3'O
$ Permit #:�`J —O
'Monthly. charge payable at the current rate at time of connection.
1
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE, CA 95965
COPY of Document Recorded
07 -Apr -2004 2004-0019603
Has not been compared with
original
BUTTE COUNTY RECORDER
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building
permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes,
and residents of this.property may be subject to inconveniences or discomfort from the use of agricultural chemicals,
including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations
including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,
smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on
adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm
operations.
All that real property situate in the County of Butte, State of California, described as follows:
�a
101 � a��� 6i� " u G �� U„L�f Wit-, �-Ied, �� c ► -
(/t Eel �� o. S , WC- d� l,J �l S (L' rd.(��(
11
�', e -Go r c i2- r +
Cat4-t°`�(�,�7. U� (`�`"��� ��. �� �� , irn ��c, �C U 4�- v-�' r►�aPs, a�- ���� -Cs�
44, 5, 4 , y -y
Date7, ZouPROPERTY OWNERS:
State of California
County of D�) ;T,'--
On
T,E
On V-7
F(Aie 11 ry O i2
personally appeared Cil 5-,p•g1 j7od�a2Ps �,c'' personally
known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed
to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized
capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which
the person(s) acted, executed the instrument.
WITNESS my ban and official seal.
Signature,;,
Seal: ��KAYJ. BIDWELL
Fn Commission #1381097 c�
c- Notary Public - California
A. P. # O �I - Z 0) -L?�f , — J��� v Butte County
My Comm. Exp. NOV. 08, 2006
®.B.- I
OWNER -BUILDER VERIFICATION
Attention Property Owner:
An "owner -builder" building permit has been applied for in your name and bearing your signature.
Please complete and return this information at your earliest opportunity to avoid unnecessary delay
in processing and issuing your building permit. No building permit will be issued until this
verification
qcation is received.
personally plan to provide the major labor and bliterials for construction of the proposed
roperty improvement: YES, NO 13
• I HAVE HAVE NOT 17 signed an application for a buildin
I ro
have contracted with the following person (firm) to provide theproposedpermit f
AME.coor e pnstructin work.
ADDRESS: CITY:
PHONE: CONTRACTOR'S LICENSE NO.
4.lainto provide portions of this work, but I have hired -the following person to coordinate,
s ervise, and provide the major work:
AME:
ADDRESS: CITY:
PHONE: CONTRACTOR'S LICENSE NO.
> I will rovide some of the work but I have contracted (hired) the following persons to provide
e woprk indicated•
SIG
ADDRESS PHONE TYPE OF WORK
PROPERTYOWNER:
rs-
NOTE. This owner -Builder Verifuation is required by Section 19531 and 19532 of the
California Health and Safety Code. This verification must be completed and
returned to our offue before we are permitted to issue the permit.
OVER
OWNER BUILDER INFORMATION
Dear Property Owner.
An application for a budding permit has been submitted in your name listing yourself as the builder of property
improvements specified.
For your protection, you should be aware that as "owner -budder" you are the responsible party ofrecord on such
a permit: Building permits are not required to be signed by property owners unless they are personally performing their
own work If your work is being performed by someone other than yourself; you may protect yourself from possible
liability, if that person applies for the proper permit in his or her name.
Contractors aie required by law to be licensed and bonded by the State of California and to have a business
license from the city or county. They are also required by law to put their license number on all permits for which they
apply.
If you -plan to do your own work, with the exception of various trades that you plan to subcontract, you should
be aware of the following information for your benefit and protection:
0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials
and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or
subcontractors, then you may be an employer.
0 If you are an employer, you must register with the State and Federal Governments as an employer and you are
subject to several obligations including state and federal income tax withholding, federal social security taxes,
workers compensation insurance, disability insurance costs, and unemployment compensation contributions.
♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious
with respect to worker's compensation insurance.
♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and,
if you wish, the U.S. Small Business Administration). For more specific information about your obligations under
State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents.
If the, structure is intended for sale, property owners who are not licensed contractors are allowed to perform their
work personally or through their own employees, without a licensed contractor or subcontractor, only under limited
conditions.
A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building
permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building
permits aie not required to be signed by property owners unless they are performing their own work personally.
Information about licensed contractors may be obtained by contracting the Contractors State License Board in your
community or at 1020 N Street, Sacramento, CA. 95814.
Hease,complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you
are aware'of these matters. The building permit will not be issued until the verification is returned.
rely,
Mic 1 C. Vi ira, C.B.O.
ger, Building Inspection
NOTE: This 0w1er-Buk&r1nforn=6on is required by Section 19830 of the California Health and Safety Code
OVER
L -I
AND WHEN RECORDED MAIL TO:
' BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE, CA 95965
2004-001 9603
U
J
�3 6/
U�
Recorded
Official Records
CountyBUTTE f
CANDACE J. GRUBBS
Recorder
ROSEMARY DICKSON
I REC FEE 7.00
I CONFORM 1.00
I
I
I
I
Assistant
04:@IPM 07 -Apr -2004
I Alyce
I Page 1 of 1
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building
permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes,
and residents of this.property may be subject to inconveniences or discomfort from the use of agricultural chemicals,
including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations
including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,
smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on
adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm
operations.
All that real property situate in the County of Butte, State of California, described as follows:
QS ��oLon 6vk Ce'(/ --t. i' W\
V 1.,
S LA (I -F No � � V�( �I � c h K dP was re re c o rkA ( Y,,l �-e -
o Ff c e, o -{-tie.. R.eco r d_2_ r 0 -� � Co to n-I�- o --F g +-1 -i-� e S -(a -I•e- o -P
or J('0LJ 1a 4 ; iv-\ foo k 4 o -P Mctp5, a* pct 65)
44, 45, qb , 47, aAd 49
Date_ &r; 17, ZOO+ PROPERTY OWNERS:
CA5EY t=cgpF.STF
State of California
County of 6U-rTE
On N7II/ before
personally appeared GA S -e_`! (—�O Xaa PS f er/; personally
known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed
to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized
capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which
the person(s) acted, executed the instrument.
WITNESS my han nd official seal.
Signature Seal: KARY J. BI DWELL
a Commission #1381097 n
U Notary Public -California _0
D(p� 2-00 _Dq � _ 000 Butte County 1
A.P. # My Comm. Exp. NOV. 08, 2006
Building Permit Number: 0 5 _3 7 S
Owner Name:
Residential Construction Requirements
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 2001 California Building Code
(2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California
Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.)
COMPLY WITH ITEMS CHECKED BELOW
Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical,
H.V.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 normally 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 2of 2
Building Permit Number:
Owner Name: Let1,0
K
Parcel lies within the State Responsibility Area (SRA). Comply with attached
requirements.
IMFire sprinklers are required in this structure.
The following parcel map requirements shall be met:
All structures and equipment including overhangs shall be clear of all easements.
A setback ofA fe'e't from the side andaO �41eetl 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 dc.: —gid by a California registered engineer or licensed architect.
9
13'-2' I8-5 lit" 50'-11 lit60'-0"
10-10 172" 43'-5 778" —
3 1/2' 2'-0 378'
4'.• 10'-6 172' '-0' S'-0' 24'-8 778' 6'-0 178- 4'
1 3 172 3 172 3 172' 7'-2 178 4 172'
F25.' -O 11716 3 172'
21-9� � 33'-9 578' 45,_4. 51'-5 178' '
3658V 3658V 3036V T INSWING)
22
® i i 00 32 ® O i 7
2] p O 32 N m xM 7
ili L o� NBdI
" m o I)
o
�^ DINING ROOM 45-e 3716'
BDRM.3 ; —
I
m 41'-3 778• m
® SA
%[01
_ O ® FIRER169.6 - -_ --
REO'D. LT. 13.5 BITCH N 57' -IR 172'
FIRER:148.1 REO 0. VT. 6.7
REO'D. LT. 11.8 IB'-? RT 578' A-- sx
REO'D. VT. 5.9 SUPPORT POST rl ;e O
18'-2 V2•�` N w
SUPPORT POST I J
7' 31'-5 378• 31
SUPPORT POST R.R.G. SUPPORT POST
x'�.• sn
¢\17 53-6 172"
46'-0 11716• c� SUPPORT POST
SUPPORT POST 56'-2"
SUPPORT POST
48'-B 3716'
SUPPORT POST
® MASTER BDRM.
�+
FIRER 212.9
REO'D. LT. 17.0
ER REO'D. VT. 8.5
Com+
57 -4 112 ---[(::fl
` - 53-6 17gPj GLRMOUR
SUPPORT POST
�d
IR -2 IR
I8-2 112' SUPPORT POST
SUPPORT POST
IS -7'
le• -z vr
OPT DEN
RRER 229.2
REO'O. LT. I8.3
REO'O. VT. 9.2
0 9 v f 3658V E 3658V E26 -7 174 4658V 4658V 365BV E 3658V E
I II
�Y" 4'� 16'-I 578 30'-8 374' 39'-I 1716" * 48'-1 178" * 60'-0"
1 '� 9'-4 374' 30'-7 179' S1'-4 578'
(WOW DORMER) 34'-5 1716' 3s59v( 36sevI
15'-9 578" •-0' (18' FRLSE DORMER) 16'-9 11716' 4 6•-1 114.4 16•-1 5,8
•�
3 172" 3 72' 23-10 3716" 35)/2 -
M
Z 18'-5 178' 42'-6 13716'
l >a so� o I I I I
7 8 9 ID 11 12 13 14 15 16 17 IB 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 3B 39 40 Al 92 43 44 45 46 47 48 49 50
t
TH
GENERAL NOTES 5Y51EM5 SHLHN HHLLS
WALL HEIGHT 7'-0' TO 7'-6' REMOVABLE INTERIOR WATER HEATER ACCESS PANEL STANDARD GLAZING: ------------ 154.1 SO. FT. GAS SEE M-11.00 WIND ZONE 1. - AS SHOWN
INTERIOR WALLS 3 174' THICK (TYP), 4 174' THICK (OPT) SHEARWALLS: SEE ATTACHED PACKAGE SHINGLED ROOF STANDARD: YES X NO ORRIN SEE P-1-09-556 WIND ZONE 2 NIR
- EXTERIOR WALLS 3 778' THICK (TYP), 5 77B' THICK (OPT) WINDOW SCHEDULE: SEE SHEET FP 04.00 WATER SEE P-06.00 WIND ZONE 3 NIA
SEALED COMBUSTION TYPE WATER HEATER OPTION OPTIONAL GLAZING: SEE WINDOW SCHEDULE SHEET FP 04.00 xI ISI
NOTES: SERIES Southwood MODEL® _ SHEET
CHAMPION HOME BUILDERS COO URN BY Curtis �_ 9
840 PALM AVE, P.O. BOX 429, LINDSAY, CA 93297 Sck[ Iib' = I' -O' TITLE
BRIE 7-I-97 FLOOR PLRN
15'-7
31-5 378'
I8-2 172•
SUPPORT POST
BDRM.2
18'-? 578
� O
�T
AREA
214.8 R
LIVING ROOM
REO'D. LT,
17.2
RRER 302.1
®
REO'D. VT.
8.6 =
i
REO'D. LT. 24.2
G
^
I
REO'D. VT. 12.1
Clan
I
¢\17 53-6 172"
46'-0 11716• c� SUPPORT POST
SUPPORT POST 56'-2"
SUPPORT POST
48'-B 3716'
SUPPORT POST
® MASTER BDRM.
�+
FIRER 212.9
REO'D. LT. 17.0
ER REO'D. VT. 8.5
Com+
57 -4 112 ---[(::fl
` - 53-6 17gPj GLRMOUR
SUPPORT POST
�d
IR -2 IR
I8-2 112' SUPPORT POST
SUPPORT POST
IS -7'
le• -z vr
OPT DEN
RRER 229.2
REO'O. LT. I8.3
REO'O. VT. 9.2
0 9 v f 3658V E 3658V E26 -7 174 4658V 4658V 365BV E 3658V E
I II
�Y" 4'� 16'-I 578 30'-8 374' 39'-I 1716" * 48'-1 178" * 60'-0"
1 '� 9'-4 374' 30'-7 179' S1'-4 578'
(WOW DORMER) 34'-5 1716' 3s59v( 36sevI
15'-9 578" •-0' (18' FRLSE DORMER) 16'-9 11716' 4 6•-1 114.4 16•-1 5,8
•�
3 172" 3 72' 23-10 3716" 35)/2 -
M
Z 18'-5 178' 42'-6 13716'
l >a so� o I I I I
7 8 9 ID 11 12 13 14 15 16 17 IB 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 3B 39 40 Al 92 43 44 45 46 47 48 49 50
t
TH
GENERAL NOTES 5Y51EM5 SHLHN HHLLS
WALL HEIGHT 7'-0' TO 7'-6' REMOVABLE INTERIOR WATER HEATER ACCESS PANEL STANDARD GLAZING: ------------ 154.1 SO. FT. GAS SEE M-11.00 WIND ZONE 1. - AS SHOWN
INTERIOR WALLS 3 174' THICK (TYP), 4 174' THICK (OPT) SHEARWALLS: SEE ATTACHED PACKAGE SHINGLED ROOF STANDARD: YES X NO ORRIN SEE P-1-09-556 WIND ZONE 2 NIR
- EXTERIOR WALLS 3 778' THICK (TYP), 5 77B' THICK (OPT) WINDOW SCHEDULE: SEE SHEET FP 04.00 WATER SEE P-06.00 WIND ZONE 3 NIA
SEALED COMBUSTION TYPE WATER HEATER OPTION OPTIONAL GLAZING: SEE WINDOW SCHEDULE SHEET FP 04.00 xI ISI
NOTES: SERIES Southwood MODEL® _ SHEET
CHAMPION HOME BUILDERS COO URN BY Curtis �_ 9
840 PALM AVE, P.O. BOX 429, LINDSAY, CA 93297 Sck[ Iib' = I' -O' TITLE
BRIE 7-I-97 FLOOR PLRN
M.H.I. -2
1. Owner's Name:_ Ca5e4, -;�)rce54pf
2. Assessor's Parcel Number:
3. Installer's Name:
4. Is the site currently under permit? Yes [A No[ j 'Permit No.
5. Is the site an existing site? Yes[ ] No['(If yes, furnish two plot plans).
6. What is the electrical rating of the mobilehome?Amperes.
7. What is the mobilehome site circuit breaker rating? Amperes.
8. What is the electrical rating of the mobilehome site? Amperes.
9. Is the main service remote from the mobilehome site? Yes[ J NoIf it is, .what is
the rating? Amperes. KI
` 10. Is there any other electric load to be served by the mobilehome site electric service
(i.e. well, garage etc.)? Yes[ ] No�j If yes, please identify the load and size: .
a) The mobile home site:
Load- Amperes -
b) The main service:
Load- Amperes
11. Type of gas service at mobilehome site: Natural[ ) Propane[ None[ J
12. Size of gas pipe at the mobilehome site from �� the meter or
tank: 3 inches:
13. What is the gas pipe length from the meter or tank to the mobilehome?qS— (ft.).
14. What is the mobilehome gas demand? 13. T. U.
*(This information is not required if the pipe length is less than 6 feet. on natural gas or
less than 50 feet on propane).
THE OTHER SIDE OF THIS FORM MIDST BE COMPLETED IN ORDER TO
PROCESS THIS PERMIT APPLICATION -
vuT, T1
COUNTV
S jia)liMG D PART E
'_P
May 1995
8.5
Mobilehome Manufacturer: Manufacture Year: ZO
If other,than single wide, furnish Setu Model Number:
Width: 7—:Z Length: (o b (ft.) Tagalong or Expando Size (ft.) x.
On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's
installation manual and structural setup sheets.
FOOTINGS: Wood pressure treated or foundation grade[ xf Other:
SUPPORTS: Concrete block[/,Cl Other:
Provide Tie Down Specifications for all Mobilehomes:
Pier Footings Sizes and Location
SIIVGLE WIDE MULTI -WIDE
Line 1 Line I
Line 2 Lau 2
Main Beams
..................................................0 Line 3
Lice 2
Line 1 Line 2
................................................................................................
Main Beams
Line 2
............................................................................................. Line i
p
.................................0........... e S
Tag or Triple e 4
" el
Line 1.Piers:
Size minimum: r lxr
Spacing ma.-,dmum: `
From ends -maximum: `
Line 1 Openings
Size minimum: [ /Z ] x ['�]•
Each side of openings
with width over:
Line VPiers: Line 4 Piers:
Size minimum: ] x [ 30 ]. =-Size minimum: [ ] x [ ]•
Spacing maximum: O Spacing maximum: `
From ends -maximum Q From ends -maximum: `
Line 3 Roof Loads:
Size minimum
Location (from4ent)--
bZ61C
Line 5 Roof Loads:
Size minimum:
Location (from front):
8.1
Mav 1995
(ORRIN)
SIOEWRLL >
I -BERM >
t
I -BERM >
MATING LINE >
I -BERM )
)-BERM >
SIOEWRLL >
18'-0' -
- 16'-6'
M
(ELECTRIC)
(GAS)
10•-9- (WRTER)
45'-3 1/4'
48'-1'
r-------------------- ------ rl -I—
---------------------r600-1-it 600r------------
1 L� L Jf 1
�r5300-•-•--•-•-- --- 5300--•-•-:'-•-•-•I-5300-,►-• +.-.-.- 5300-•-•-•--•-•-•-5300- V -1-1-1-1-1-5300-•-•-•-•-•-•r-5300-•---•-•- -•-5300-•11
.1• L.r�iJ L_ J I I L_J I I I L4.J L _I L_ J I L_J \•\)--J
� � le• -7 Sre• � I � I � I II
I I I I I I I
31`5 3/8
- 5300 ••-•-•--•-•-•. 5300 -•-•-•- .-.- 5300 - - { - - 5300 -.-,-,-.-. -._ 5300-.�.-.-.-.-.-.- 5300 -.-,-.-.-.-.+- - 5300 -.-.-.-.-.c!_/ 5300 -'al
L_ J L_ J L_ L_ J L- J L- J L_ J L_ J II
E3700------------------------------i
- 5300 -•-•-•-•-•- - - 5300 -'-'-'!-•-•-•r 5300 •-•--- 5300 -.-.-.-.-. .-.- 5300 -•-!•-•-•-•-•-•-5300 -•-•-•-'-•-•!-•-5300 -•-•-•- - - -5300 - i1
L+J L •_I I L -pp I I 1, L L I L_ J I L_ J \ ......
J II
I I 1e a
5/8. :1 1 I I I I \•\�
I I I I I I I 31T 5 3�g• j I I
I I 1 I I I I i I /•/•/'�
-5300-•-•-•-•-•-•--5300-.-.-.---..-.-,5300.-.-.;.-._5300-•-•-•-•-•-•--5300•-•-•-•-•-•-5300-•-•-•-•-•-•i-•-5300-.-.-.-.---- -5300-•4I
L_ J L_ J L_ J L_ J L_ J L_ J L_ J L_ J II
17
L__ --- _____________________________________- t600 1 - -1 600 1_--__-----_____--_J
L_ JJ LV _.J'
o
z
w
x
J
CC
m
42' -2 13/16'1
39'-1 I/16'I
PIER PLACEMENT GENERAL NOTES
I. This plan has been calculated with a 20 pound roof load.
2.,R11-1-Beam-piers-have_a,maxlmum spacing of-81feet'o/c'with end p%rs
% ocated no`m6re than 2-0 from each end of the')=Beam.
3. See` installation manual for pier configuratians.-
4. Alternate methods of foundation and tie down construction may be used in lieu of the
Champion Installation Manual provided the method has been designed and stamped by a
registered Architect or Engineer and the method meets local and/or state building codes.
5. All dimensions taken from rear edge of floor.
StILET
CHAMPION
yp� ❑p���pI p�yp ppg� pp����pt BUILDERS
qry �y�I\y\ NOTES: SERIES Southwood �°
V YllAMPIO 1S OM1lL jL UILLDER 6N CO, L ®9-19-96
BRAIM BY Cu rt I S
890 PALM AVE, P.O. BOX 929, LINDSAY, CA 93891 SCALE lib' = 1'-0' TITLE F-2
BRIE 7-I-97 PIER FOUNORTION
10!29/2003 11:39 916-374-0150
WESTLAND PAGE 02
Vector Dynamics
Foundation System
INSTALLATION INSTRUCT/ONS
for the State of California
Version 91212003
FOOTER SIZES
WIND ZONE I - SINGLE
INDEX
PAGE
RELEASE
Approval
NAmmAcrmw AOwwsnx BOMB
SECTION
NUMBER
DATE
FOXMDATIO73SYSTEM
- HIGH PIER
12
912/03
BMTS AND SAFETY 00DE, SECnON 13551
13
9/2/03
- DOUBLE
APP OViO
INTRODUCTION
2
9/2/03
strsJscr TO CORRecrloxe-xoTuo
GENERAL INSTALLATION
3
9/2/03
AL DOBE NOT AI)THORtZB OR ApPitOY6 ANY
PARTS LIST
4 & 5
9/2/03
sl0M OR DEVIA710" FROM RSQUMEMelM or
9/2/03
APMCAE" STATE LAWS AND IMOM.ATIDNS
LONGITUDINAL, DEVICES
6
9/2/03
smeofalm,,"
PIER HEIGHTS
7
9/2/03
ESAND sTANDAAb!
SET-UP INSTRUCTIONS
8
912/03
1 ars
711�-
FOOTER SIZES
WIND ZONE I - SINGLE
9
9/2/03
- DOUBLE
10
912/03
. TRIPLE
11
9/2103
- HIGH PIER
12
912/03
WIND ZONE II • SINGLE
13
9/2/03
- DOUBLE
14
9/2/03
TRIPLE
15
912/03
V -DRIVE & PIER SYSTEMS
16
912/113
SOIL CLASSIFICATION
17
9/2103
CONCRETE INSTALLATION
18&19
9/2/03
COMPONENT PARTS AVAILABLE UPON REQUEST
SME COUNT'*
UILDING DEPARTME.q*
PPROVE f
10/29.2003 11:46 916-374-0150 WESTLAND PAGE 05
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.
FOOTINGS AND FROST LINES
The Vector Dynamics Foundation System was designed to be placed directly on top of the ground (or poured
concrete) after clearing all loose vegetation. In areas with frost heave, use Vector for Poured Concrete (see
pages 20 & 21) to comply with local requirements for footer depth.
FOUNDATIONIFOOTING SPECIFICATIONS FOR VECTOR PADS
Vector Pads are used in place of conventional foundation pads. One Vector pad provides two or three square
feet of bearing support. Vector Systems should be spaced as symmetrically as possible along the length of the
home. For pier locations in between the Vector Systems, use the normal foundation pads.
LUMBERIMOISTURE -TERMITE SHIELD
To cut PVC or lumber (2 - 2x4's,1 - 4x4 or 1 adjustable steel commpression member per Vector system) for the
center compression section,when using concrete blocks for piers, measure center to center frame (I-beam) dis-
tance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16"_
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 INSTALLATION
All frame ties and diagonal straps must go from the anchor to
the top of the 1 -Beam. See illustration below.
1. Attach frame hook to top inboard
location of "I" beam, (Frame hook must be
attached to frame at points closest to floor support.)
2. Keeping in line with the hook, wrap galvanized
strap completely around 'I" beam.
3. Pull strap past anchor head approximately ten Inches
before cutting to allow enough strap to give a minimum
of five turns around the slotted anchor bolt.
4. Thread loose end through slotted bolt so that the strap is
flush with the other side of the bolt.
5. Tighten slotted tensioning bolt a minimum of five full turns.
Page 3 California 9/2/03
10/29/2003 11:39 916-374-0150 WESTLAND
vector Dynamics
Foundation SysteMs
Lateral Component Parts List
PAGE 09
Vector System
Lateral Stabilization Block Pads
#59018 - 2 sq. ft. single/double block pads with
hardware, swivel straps and slotted bolts
Vector System
Lateral Stabil►ization for Concrete
# 59036 - Single (only) block pads with
hardware, swivel straps and slotted bolts.
# 59049 - Double block pads with hardware,
swivel straps and slotted bolts.
Vector System lateral Stabilization
For Difficult/Rocky Soils
# 59287 - V Drive System
Must be used with:
# 59018 - Vector for single/double block pads
3 Sq. Ft. Pad elector System
# 59271 - Vector 3 sq. f#. pad (2 required)
# 59024 -Vector Lateral Hardware Kit,
includes PVC adapter.
Strap/Swivel Strap Connectors & slotted bolts
not included.
Page 4 California 9/2!03
11/05/2003 12:28
916-374-0150
ectos�%�J��r►s
Foundation Systems
WESTLAND
Longituddnal.Componant Parts List
PAGE 02
Longitudinal Stabilization
Hardware Kit
# 10733 - (for use with 59018 Vector
System, single stack block sets only.
Longitudinal struts not included)
Longitudinal Stabilization
Hardware Kit for Concrete
# 59023 - Includes 2 beam clamps,
tension brackets, nuts and bolts,
(for use with #59036 & 59049,
longitudinal struts not included)
3 Sq. Ft. Rad Vector Longitudinal
System ,
# 59026 - includes 2 beam clamps,
2 tension brackets, nuts "& bolts.
(for use with #59271, longitudinal
struts not included)
Struts for Longitudinal Systems
Port No.
Length
Pier Height
# 59016
30"
up to 2 Blocks
# 59012
39"
up to 3 Blocks
# 69013
44"
up to 4 Blocks
# 54014
53"
up to 5 Blocks
# 59015
65"
up to 6 Blocks
PVC Adapter Bracket
It 59281 - For use with Schd 4n PV(1
Center Compression Strut
# 48612 - Single Section, 62"- 108"
# 48613 - Double Section, 34"- 60"
(includes short u -bolts, nuts, washers
and 6 self taping screws)
California 011) In')
10i'29/2003 11:39 916-374-0150
WESTLAND PAGE 03
Longitudinal Stabilizer Devices
The use of. LSD systems on a single or multi section home replaces longitudinal anchors,
stabilizer plates and straps_ The Longitudinal Stabilization Device (LSD) is used with the Vector
Dynamics System to resist loads in the longitudinal direction (short dimension) of home. The
number of LSD required is shown on pages 10-13.
r2
1111g,411.
Combine Vector Dynamics
1. Longitudinal FoundAtion Pad ,
2. Beam Camp (2 per ey6tem) Note: Two strut®= 1
S. Longitudinal Strut (2 per systanl) Can be used on one pad or slipt on : ,:;. �•;� `'
4. Tie Bracket (2 per 9ygtsm) Opp
og(te ends of the home.
Examples of Po59ible Placement: Wind Zone
l
(Contact VE DOWN for placmertt in other Wind ZOMO) Triple Section
Wind Zone
I
Single Section
Wind Zone
I
Double Section
18 Ft. Max. 32 Ft. Max.
Forgreater widths use
triple section design.
Page 6
r
I
'
i
t
t
T Wind Zone
, r l
Tag Section
1 I t I t
t t
t I '
I ,
48 Ft. Max.
California
<M=-"-' .
9!2103
10/29/2003 11:39 916-374-0150 WGA i
Maximum Pier 1 t
Vector Dynamics Foundation Systems may be used on single sectioenr hro { to exceed 50 Incheshicderequire
orpier
heights (from surface of Vector pads to top of concrete or metal pi )
both main rail(s). Note that a ground anchor must be used at each Vecin Wind Zone r system la an anchor mustlbe used
t
exceeds 24 inches for single section homes. On multi -section homes
at each Vector System location with pier heights above 46" with the
fullowing anchors oexception: doubleee section
for homes
that are 24' wide, in Wind Zone I, have a maximum pier height without
double section home high pier set instructions.
50 In
Max.
Ueaual PI HeiOhts
rlaxirnum
Homes with unequal pier heights are limited to 50" maximum pier'height. The difference between the taller pier
and the shorter pier cannot exceed 26".
Q17 M
u
WIND ZONE I, SEISMIC ZONE 4
Vector Dynamics Systems Required for _ -
Single Section Homes
(Materials Required)
t or home-
-
e 01 a 12 r.
Note: L.S.D.= Longitudinal
Stabilization Device
n See Pape 6.
w
O
iv
WIND ZONE I
0
w
�2 sq. ft. padr
MOTE: Vector Systems should be spaced as
symmelrically as passible along the length
of the dame. Pier spacing must be
consistent with home manufacturers'
Soil Classifications: 2,3,4& & 4B Instrucilons and/or state requirements.
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required: 12" (59095).
stabilizer er Plates (59292)-14" frame ties
Horne Length Vector Systems
Anchors Required
24+" Piers L.S.D.
Required
Per Side or 24" Pier
0 to 72' 3
2
3 2
73' to 90' 4
3
4 2
Each Vector System requires one of the following:
1-4x4 or 2-2x4's pressure treated wood compression member,
Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list)
-v
co
to
CD
.i
McIE: vector Systems should be spaced as
symmetrically as passible along the 18119th of the
home. Piet spacing must be consistent wllh home
manulactuFars' Instructions and/or slate requirements.
C)
w
0
No anchors required. For
pier heights up to 46" for WIND ZONE
2&-36' wide,
38" for 24' wide.
See Pg 12 for high pier
instructions.
2 sq. ft. pad
Soil Classifications: 2, 3, 4A, & 4B
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required': None CMarriage wall anchors may be r
Home Length Vector Systems Anchor Sae Required
Requi red Per
0 to 40' ! 2 1 0
id by horse manufacturer)
L.S.D.
2
41' to 66' 3 0 3
67' to 84' 4 0 4
8s' to 90' 5 0 4
Each Vector System requires one of the following:
1-4x4 or 2-2x4's pressure treated wood compression member,
Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list)
Note: L.S.D.=
Longitudinal
Stabilization.
Davies
See Page 6.
WIN® ZONE I, SEISMIC ZONE 4
Vector Dynamics Systems Required for _ _ _ 6 tt muft�gjo
Triple Section Homes - - a pte 01 cer k Spa - _ -
a . '
(Materials Required)
gall
NOTE:
When a pier height at Vector locations exceeds 46", an
anchor must be used on the outside walllbeam at That
approximate location.
NOTE: Vector Systems should he spaced as
symmetrically as possible along the length al the
home. Pier spacing must be consistent with home
manulaclurers' Instruclions and/or state requirements.
Tag or -----
full triple
z sq. n. pao d sy. it. }eau
A
O
a 1
.� ;���`i tel.: ���,y...--s.�".• _=
Soil Classifications: 2, 3, 4A, & 4B
Soil Bearing Capacity: 1,000 PSF minimum
Arichors Required": None (`Marriage wall anchors may
be required by home manufacturer.)
Home Length
Vector Systems
Required
Anchors Required
Per Side
LSD
Main TAG
0to48'
2+2onTag
0
2
1
49'to71'
3+2onTag
0
2
1
72'to84'
4+2onTag
0
2
2
85' to 90'
5+ 2 on Tag
0
2
2
Each Vector System requires one of the following:
1-4x4 or 2-2x4's pressure treated wood compression member,
Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list)
(D
N
C')
03
0
3
iu
VIAND ZONE I, SEISMIC ZONE 4 (High Pier Sets)
Vector Dynamics Systems Required for "r
Double Section Homes
(High Pier Sets with Diagonal Ties) _ - SeGXyon tomo _
_ - ' " J 2, double _ _ _ - ♦ *.
♦=-------Y- FxarnP - - -
1 ♦
I
I ♦
I
NnTra llactor Systems should be spaced as
symmetrically as possible along the length of the
home. Pler spacing must he consistent with home
manufacturers' Instructions and/or state requirements.
WIND ZME 1
Max. Helght Unit Width
See Page 7
(O 43'
1 IAIn.
I•seam
W spacing
E �2 sq. ft. pad
0 to 48'
2
2
2
49' to 71'
3
3
3
72' to 84'
4
4
4
86 to 90'
5
5
4
Soil Classifications: 2, 3, 4A, & 413
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required`: 30' with 24° helix anchor (59095),12" stabilizer plates
(59292) 1-114° frame tie with connector
Each Vector System requires one of the following:
1-44 or 2-2x4's pressure treated wood compression member,
Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list)
N
_LO
IJ
CD
M
W
1 �♦ 1 �
WIND ZONE II, SEISMIC ZONE 4 (Hurricane)
I �
Vector Dynamics Systems Required for
Single See#ion Homes
(High Pier Sets with Diagonal Yies) _ 1 1
home seitnes'
.
\Jarw Mao
7'Z Et Bti a�bog dor stallatio+'
%e of a tax sp Arte in
i1�u�sst at d spac►n9 IM
WIND ZONE Il
Soil Classifications:
Sol[ Bearing Capacity:
Anchors Required`:
2,3,4A & 4B
1,000 PSF minimum
30' with 4' helix anchor (59095),
1-1/4'vertical ties w/4725 lbs. rein.
breaking strength.
Home Length
Vector Systems
Requlred
Anchors Equired
perside
LSD
0 to 40'
3
5
2
49' to 60'
5
6
2
5111 to 72'
6
7
2
73' to 84'
7
a
2
85` to 90`
a
9
2
T x d4
ZR.ma
N07E: Vector Systems should be spaced as
symmetrically as possible along the length of the
home. pier spacing must be consistent with home
manufacturers' instructions andlor state requirements.
Maximum allowable working drag load for the Vector
System with steel compression strut Is 4,000 lbs. per
the K2 Engineering test report.
Each Vector System requires one of the following:
14x4 or 2-20's pressure treated wood compression member,
Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list)
F-'
CD
N
IA
N
CS)
CD
W
N
A
M
'0
to
CD
._
W
1�1
WIND ZONE 11, SEISMIC ZONE 4 l rome�,s
Vector Dynamics Systems Required forSeo�tion kOTsyste a1 �ytd
Double Section Homes - " - - -fit ,30130 , tot �JB�ation mane ' \
` - 1e o� a
7-Z it
„Me
insta - _ - - i ? `
�xafip S,00ws must be to
�1ltustra�� spz6n9
ds 'a
I
1
NOTE: Vector Systems should be spaced as
symmetrically as possible along the length i
home. Pier spa cIng m ust be cons istent wi th
manufacturers' instructions and/or state req
Maximum allowable working drag load tai It
System with steel compression strut Is 4,001
the K2 Engineering test report.
WIND ZONE II
(not to scale)
soil hearing uapaciry: r,uuu rar minimum
Anchors Required': 30° with 4° helix anchor (59095),
1-1l4'vertical ties w/4725 lbs. min. breaking strength.
Home Length
Anthers Equired
per side
Vector Systems
Required
LSD
0 to 48'
4
4
3
49' to 60'
5
5
3
61” to 72'
6
6
3
73' to 84'
7
7
4
85' to 90'
a
8
4
r Each Vector System requires one of the following:
1-4x4 or 2-2x4's pressure treated wood compression member,
2 sq. ft. pad s Schedule 40 PVC Pipe or i adjustable steel compression (see parts list)
F-
CD
N
LD
N
m
m
w
ca
LO
LD
I--
01
I
W
A
I
m
F-+
cn
CD
v
w
co
co
U1
— -- - - --
WIND ZONE ll, SEISMIC ZONE 4
Vector Dynamics Systems Required for
Triple Section Homes WOO
(Materials Required) _ _ _ " - ' 6 t� mU inti tOt �" ' ♦ `
0�
3 ♦ �
NOTE:
When a plaf height atVector locations exceeds 46", an
anchor must be used on 1he outside wall/beam at that
approximate rocatlon.
1
X
NOTE. Vector Systems should be spaced as
symmetrically as possiblB along the length of the
home. Pler spacing must be consistent with home
manufacturare Instruellons and/or state requirements.
Soil Classifications:
Soil Bearing Capacity:
Anchors Required":
Tag ori
z, 3, 4A, & 46 flat! triple
1,000 PSF minimum
314" x 30' with 4" helix anchor (59095)1-114" vertical ties
w114725 lbs, min. breaking strength.
Home Length
Vector Systems
Required
Anchors Required
Per Side
LSD
Main TAG
0to48'
3+2onTag
4
2
1.
491 to 71'
4+2onTag
6
3
2
72' to 84'
4+ 3 on Tag
7
3
2
85' to 90'
5+ 3 on Tag
8
3
2
ach Vector System requires one of the following:
9-4x4 or 2-2x4's pressure treated wood compression member,
Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list)
2 sq. fl. pad
2 sq. ft. pad
10/29/2003 11:39 916-374-0150 WESTLAND PAGE 09
Vector Dynamics
Metal Pier & V -Drive Installation
METAL PIER FOUNDATIONS
For metal piers, place the piers in the center of the Vector pads. Set the single 4x4 or two 2x4's through the piers, centered in the U -
bolts. Outside Tension brackets attach the same, Inside tie brackets mount "upside down" as shown in drawing. Metal piers using the
Vector System can only be used on level ground sets.
Conventional pier adjusters must be placed under beam vrith upturned edge directed towards the outside of the home.
Pier spacing must be consistent with home manufacturers' installation Instructions and/or state requirements.
To cut lumber (2 - 2x4's or 1 - 4x4 per, or 1 adjustable steel commpression member, part #59043 Vector system) for the center com-
pression section, when using METAL PiER STANDS, measure center to center frame distance and add 16". Optional Moisture Termite
Shield may be required in certain regions. 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. H frame widths are the same, the pre-cut
boards will also he the same length in each Vector set-up.
V Drive System
for rocky soil
V -Drive anchors are used only
be installed.
V -Drive anchors are used onJy in
Zone J, single section homes.
in Zone 1, single section homes in areas where rocky soil conditions do not allow helix style anchors to
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 20'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 or buckle to the frame and attach to the V -Drive head with a slotted bol ut the
strap end about 12 to 15 inches past the anchor head to allow at least four or five wraps around the slotted bolt. nt' a tighte 'niy g
strap until all slack is out and strap is tight.
Page 16 California `t-' — 9/2!03
VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS
Vector Dynamic Foundation Systems may be used only on homes set on soils classified as Class 2, 3, 4A and 46 as
described in the table below: SOIL CLASSIFICATION
Soil Class Types of. Soils Blow Count (ASTM soil
Test
Probe
1)
Torque 4 Val ( 2 )
1 Sound hard rock...... NA NA
Very dense and/or 40 -up More than 550 lbs - in.
cemented sands, coarse
2 gravel and cobbles,
preloaded silts, clays,
and corals
Medium -dense coarse 24-39 350-549 lbs - in.
3 sands, sandy gravels, very
stiff silts and clays
4A Loose to medium dense 14-23 275-349 lbs - in.
sands, firm to stiff clays
4B and silts, alluvian fill 175,275 lbs - in
Peat, organic silts, 0-44 175 lbs - in.
5 inundated silts, loose fine and lower
sand, alluvium, loess,
vaned clays, fill, fly ash.
(1) The purpose of the soil test probe is to gauge 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 Ib -in, 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.
Vector Foundation Pads Equivalent to Footer Pads
Fooler Size: Footer Size:
16x16 - 256 sq. in. - 20x20 = 400 sq. in.
or i 6x18 = 288 sq. in. - =! - or 17x25=425 sq. in. - -
. �:r; ,
EQUALS n-�_,.,' EQUALS
2 -Vector Pads # 59275 �" i.n:: 1 -Vector Pad # 59271
288 sq. in. or 432 sq. in.
1 Vector 5
# Pad 9130
exceed the surface area required when used as the equivalent list�e bove.
Vector 1d # 59
'Foundations in soil with a bearing capacity of less than 1,000 PSF must be designed by a Registered Professional En in r with site
conditons
Page 17 California 9/210
LO 39dd (INV-US3M OSTO—bLE-9% 6E:TT E00Z/6Z/0T
Vector Dynamics System
for Concrete Applications
Instructions
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 perVector pier Is 24"44" x 4" or 18" round
(min) x 10" deep. The bottom of footers must be below the frost line or a minimum of 4"
below finished grade whichever is greater. Concrete must be 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 (galv. 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 or Schedule 40 PVC pipe, or 1
adjustable steel commpression member, part #59043 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 holes on each side into the concrete using the holes in
the Vector pad as a guide. Drill the 3/8" diameter 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
of'a Single Section
Set -Up
Vector pg
for
concrete
Wood Cap
and wedge
Outside
Tension
Bracket
footer Page 18 California
90 39ad QNd_11S3M 0910-PLE-916 90:11 E00Z/6Z/01
10/29/2003 11:39 916-374-0150 WESTLAND PAGE 12
Vector Dynamics System
for Concrete Applications
Instructions
9. Put a washer and nut on one of the 318" x 3-3/4" wedge anchors. 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 be 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. Wedge the pier set at this time.
16. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside
tension bracket and Vector pad to the concrete.
17. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with
end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using
at least five turns on the slotted bolts.
Illustration Ti
Inside
Tie Brackel
Compressii
boards of
PVC Pipe
ad
�e
rage is t,dinurrlid
CDF FIRE SAFE REQUIREMENTS
?--37f 3
AP# PERMIT #
NAME
Under authority of PRC 4290, the following checked items are required by the
Butte County Fire Department and are made a part of this permit. These
requirements are minimums and will be superseded by Butte County local
regulations which equal or exceed these standards. Field inspections will be
made by the Butte County Building Department for compliance.
[X] 1272.00 Maintenance of Defensible Space. To ensure continued
maintenance of properties in conformance with these standards
and measures and to assure continued availability, access and
utilization of the defensible space provide for in these standards,
annual maintenance must be provided for by the land owner.
Driveway Standards
[X] 1273.02 Surface. All driveway surfaces and structures (bridges, culverts and
other appurtenant structures which supplement the roadway bed or
shoulders) shall provide unobstructed access to conventional drive
vehicles. Including sedans and fire apparatus weighing up to
40,000 pounds.
[X] 1273.03 Grade. Not to exceed 16 percent unless paved.
1273.04 Driveway Radius
IN 1. No roadway shall have a horizontal inside radius of curvature of
less than 50 feet and additional surface width of feet shall be
added to curves of 50-100 feet radius; 2 feet to those from 100-
200 feet.
IN 2. The length of vertical curves in roadways exclusive of gutters,
ditches and drainage structures designed to hold or divert water
shall be not less than 100 feet.
[X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40
_feet from the center of the road.
[X] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long
with a minimum 25 foot taper on each end.
[X] 1273.10 Width. All driveways shall provide a minimum 10 foot traffic lane
and unobstructed vertical clearance of 15 feet along its entire
length.
Page 1 of 3
AP#
d'�T37�-3
PERMIT#
1 S , O _ � S�
NAM
[X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than
800 feet in length, shall provide a turnout near the midpoint of the
driveway. Where a driveway exceeds 800 feet, turnouts shall be
provided no more than 400 feet apart.
[X] 1273.10 Turnaround. A turnaround shall be provided at all building sites on
driveways over 300 feet in length and shall be within 50 feet of the
building.
1273.11 Gates
[X] 1.Gate entrances shall be at least two feet wider than the roadway
it serves.
[X) 2. The gates must be located at least 30 feet from the roadway
and shall open to allow a vehicle to stop without obstructing traffic
on that roadway.
[X] 3. Where a one-way road with a single traffic lane provides
entrance, a 50 foot turning radius shall be used.
Fuel Modification
1276.01 Setback for Structure Defensible Space
[) 1. All parcels 1 acre and larger shall provide a minimum 30 foot
setback for buildings and accessory buildings from all property
lines and/or the center of the road.
[� 2. For parcels less than 1 acre, local jurisdiction shall provide for
the same practical effect. See other requirements on page 3. ,
1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping,
burying, burning or removal to a landfill site approved by the local
jurisdiction, of flammable vegetation and fuels caused by site
development and construction, road and driveway construction
and fuel modification shalt be completed prior to completion of
road construction or final inspection of a building permit.
Page 2 of 3
zoo -T12�q-
AP# PERMIT # NAME
Other Requirements
( ] If Building Setback is 15 to 30 Feet:
- Class A or B roof and Enclosed Eaves
If Building Setback is Less Than 15 Feet- Class A or B Roof with Enclosed
Eaves and:
Choose any 2 of the following:
- Metal or no doors on the side toward property line with insufficient
setback
- Interior automatic fire sprinkler system per NFPA 13D
- Glass area not to exceed 10 % of wall area toward property line with
insufficient setback
- Siding from the following list:
Stucco — 3 coat
Hardi- Board or Plank
Masonry
Masonry veneer
Metal
Other Butte County Fire Department approved materials
o3
Date Signature
Page 3 of 3
LAIC Fxm or
GMW600D i "CUWOUD
AND ZiB>s!!t RaCORDBD IMXL To t
Haman Ear. b cess. Donald R. Levis
Addresse 3098 pearl Avenue
City 6 -Ban Joae
state! California 55136
iAFGO1u4Ye1 XZQM
i 6 1 II
93-544`5
9:3-0544451 R1. Fee
1 GheCk
ROCorded 1
0911C1e1 ROCerd6 1
GOenty of I
'Butte 1
Candeme J. GruDba 1
Recorder 1
8102913 9-Dme-'13 1 PURL
5.00
5.00
JR 1
--- eElACB ABWM T=8 L= rM jRzc 2m,e Dal➢
> IDIIAL - 8RMT D88D
49, Loot, 04l3t. 40ep6t. Art 13Ag1 at a
e utl9essignad grantors) doclarA(s) i A.D. NO. 069-200-04:
Documentary Transfer Tax In $ Rome.
Thio ^^mveyence is to a Ellc9CC8EELE =USTI
(settlor and Trustee) whiCh is not pursuant to a ®ala and is ONsUpt.
ndMl►Ln 'R. MOTA -6 NT.T:RI1 `ll. 'T.WWa. h a%p" i ...AMUM rtrn
UARN" Tat noxm D Z. Lana 6 ELL= A. Lmxa, a® Truateea of the Lame
'nm MCA= ln05W dated NOV=bar 33, 1983 .
the follOWing described property in the County of Matta, state of California.
Lot 101, aP shoran on that certain map entitled, "Kelly Ridge Estate® Unit No.
3", whicb map vas piled in the offies Of the Recorder of S.He COUAty of Butts,
Btatc 'Of -Cel itornia, Ju3.y -a6, 1974 -in -Book 43 of -Maps, •at pages 44, 4S, 46, 47
and 48. Subject to all eaeementa, rights of vay and restrictions of record.
w"j3 I -Tbla- is a .tranefer -to -a >aEvo^-AMA 'iMMT -only. Under Rev.
and Talc Cede Section 62, It does not constitute a ^change of ovnersllip4. %,bus,
no re-evaluation is to be made as a reault of this deed.
Dateld. Nuvembar 23, 1993
> 7c. LSIQdE ..
ffi.LBM A. Ll31oZ8
BTS OF CAT, OR' ZA
sovamber 23, 1993 bacre me, D. 80073 PMM,
raenally Appeared Doxamn is. L88Z0 and IMUM
LMr", 8et'soAally known to as -to be the
rer231e ejo®a 31=09 pi's s7lbsaribad to the
this 132etrument and ealcleWledged to me that
ey executed the -same -in their authori::ed
pacitias, Md that by their signature: an
e i`e3t1ent the persona, or the anti,i0e
10A behalf of which the -parsons acted,
ecuted the instrument.
TNESS.my.hand and -official seal.y,flprvry
D -K= WNA1
aA 1�6R= C1 *?V
END 6F Dacuhmx
Description_ Butto,ca DocUment-Year.Dcar 2991.949dd3 Pa 1 oP r 11u
Order: admanda Comment_ 11 y Ili I I I)
II I I
FLEETWOOD rJ�hnB�R of PAGES:
MOT IMC;I_jDIrJG THIS PAGE
TO:_`-�.
FAX¢_ nli-;2l`tC). . PHO?,JE
DATE: TlAl\E:
R�GARDI?jG.01-vz4
Z2H-3 FEATHER RIVER BLVD. (s3®) s3,�-3309 PHOr�l�
OROVILL-Ef GA 9sG6s
FAX
z00/T00[n VO MIAM QOOAUang VOE£ Z£9 0£9 YVA � LV=zT QgAA £o/soizT
SITE PLAN REVIEW APPLICATION
Date: AP#
Permit Number (if applicable) D3 - 3 7 Bin Number
APPLICANT INFORMATION Parcel Size:
Owners Name: LE UPJ S Q 6-1/6 C,33 L. iS_ —7—/Z UST
Owners Address: 2D.6 O 6 AN mos L. J - A U 6U 21V GA b/cl7
Telephone No.:
Situs Address: STU 2�GDIy OG -
Proposed Use:
Residential
❑ New Single Family Residential
❑ Single Family Addition
Mobile Home
❑ Residential Accessory.
❑ Permanent Second Dwelling
❑ Temporary Mobile Home (Aunt Minnie)
❑ Temporary Travel Trailer
❑ Multi -family
Non-residential
❑ New Commercial
❑ Commercial Addition
❑ New Industrial
❑ Industrial Addition
Other
❑ Septic
❑ Agricultural Exempt Building
❑ Other:
Brief Explanation (if necessary):
❑ Single Family Remodel
❑ Commercial Remodel
❑ Industrial Remodel
❑ Well
❑ Agricultural Buffer Form ❑ Applicable ❑ N/A
DO NOT WRITE BELOW THIS LINE
DEVELOPMENT SERVICES INFORMATION (For Staff Use)
Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval
Site Plan Stamped Approved
By Date
Pagel of 5
ALL ITEMS CHECKED APPLY TO THE PROPERTY j
Parcel Is In:
❑ Snow Load Area:
❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract
❑ Nitrate Action Plan (See Environmental Health for standards)
❑ Watershed Protection Overlay Zone (See attached standards and requirements)
❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required)
A SRA - (CDF to determine specific requirements)
❑ 100 -Year Flood Plain: (See attac ed)
• Flood Zone:
• Flood Panel No.: o a 2-2!5 C Index Date:
❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board)
❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board)
❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements)
❑ Chapman/Mulberry (See attached standards and requirements)
❑ Cohasset Area (See attached standards and requirements)
❑ Grading Zone (See attached handout)
Use Requires:
❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit
❑ Minor Variance ❑ Variance
--------------------------------------------------------------------------------------------------------------
❑ Detached Building Use Form ❑ Encroachment Permit
❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement
Zoning: RT ,
Applicable Building Setbacks:
❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
Zoning Code
Streets & Highways
Fire Prevention
Subdivision Map
Front
r� L
Side
y�
c)
Side Street
Rear
3
Height
Waterway
N/A '
N/A
N/A
❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
Applicable Development Fees:
Standard Fees
❑ Fire
❑ School*
❑ Parks/Recreation
❑ Roads
❑ Sheriff
❑ Drainage
❑ NCSP/CSA 87
❑ Chico Urban Area — Road
❑ Thermalito Drainage Area
❑ Thermalito Urban Area
❑ Other
Amount
Formula
-------------------------------------------------------------------------------------------------------------------------
Subdivision Map Special Fees
❑ Water Tender
❑ Road Improvement
❑ North Oroville Area
❑ Other (per map)
* Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of
the building permit.
Parcel Created By
r
❑ Deeds:
Date of Creation: Legal Access Provided: ❑ No ❑ Yes
Deed of Reference: Legal Access Required ❑ No ❑ Yes
Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name:
Complies with County Standards for Deed Creation:❑ No ❑ Yes
Comments:
❑ Parcel Deemed to be legal
❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation
❑ Obtain a Certificate of Compliance
❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment
❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23).
❑ Construct road to: ❑ Meet Parcel size required by zone
❑ Meet current Environmental Health Department requirements
Page 3 of 5
Subdivision Map/Parcel Map: ` e LLy
Map Date of Recording:
i4 Lot: ) C)
❑ Use Permit/Minor Use Permit
Permit Number:
Book: Page: L)
Date of Approval:
Parcel Map/Subdivision Map/Use Permit Conditions
❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None
❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290
❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the
National Fire Protection Association Standard for installation of sprinkler systems in one
and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized
community water system, with hydrants that meet the Fire Department specifications, serves
the parcel.
❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission
requirements of the California Clean Air Act of 1988, as amended.
❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan
must be prepared by a registered civil engineer or other qualified professional and be
submitted to and approved by the Department of Public Works.
❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate
Battalion Water Tender Fund may be required.
❑ Measures ' shall be taken to control fugitive dust emissions from all driveway and other civil
construction associated with residential development. Approved dust control measures are
found in the fugitive dust control plan for the site approved by the Butte County Air Quality
Management District, a copy of which can be obtained from the Butte County Department
of Development Services, Building Division."
❑ Engineered foundations are required.
❑ Class A roofs are required.
❑ Property owners responsible for road maintenance, and stop sign maintenance.
Page 4of5
22
96
Al RIC
NJ I V) I I
yw
ti.10. it
'i v 84
64
30'
3o'
qj
All
. zzs
C.E.
. VA
,23
C--3
ej� N
_ L SLS 4i S. B.� tj %,j
O
.
Qj
ly I�c
Zz
00,
Cot//?
3o
zzt '
4
1451
C)4"
CALxronKYw :=
ASSOCIATION
OP ABALTOM*
2
no ft" Md aoeMM We hammy kWpflbd *1 20 r+a0s n pMt d tlha+ 13 Room"" Pur m2we A�msnt
O Mitnuftdw +N Man* mdm wa Apm"" (, O R LOM ar MaNA-IaMa R sl
AWroanhasht IN Val Land PWOAAG A&MUM64 13 RC t1 1 Intm w Aapehtr Rao C7 Canw mWld P(OPWty
Porth:" AW*wn@K O COW -
dow • cm
to which
and —
_ LL rolwmd (O *$
to mkn ad to as C
The tarrns and condrbns ant hertby ab,ofm$A of • °OPY dtAb doeunhsnt.
Data
®uyadTansnt
r �aradl aneuerd
aey
Buyadianam &$Wks 1.90-d � "
to.osp�e�wa.r+enu�waer�rleu.nu�e. M�
+�+� ro�f�i. aro.rpir.�idwniid. d�getsWisQ�e.
TM POW"" WM APw+ *" Nr »eau
MEOIMV OP AW PWAMM M -/WY SPlCAC
1fY1N0AC7rON6. iFlrChi0E211�Atg�l11.d1 TAXADIACSS_44
EE1'����
wt"obweou�iaaryy. rhh�.lM1AO NL 11c1niP
� P�IaerrA� '
MALIM'a Mold= SMACft OWL
1=bwM 4fX*CAUFM M06 3 11 111 ry NCF/16A11O11E!
�lpssoeis.vlri1AW��1ro,t4a�RnrMA*MI�6
nor.ree wruea +awe i t d= e1 =
A�l�iOtNA
llroe (37op133tos PAC (530)"3"41 itsst�wl
2 -d E!a"�L-EES-DES
Z00 A I65t Us Of S'
ALL
ena9M» c+rvgr owse�eea,
b WAV Ad TO DIS MSL VALOW OR
AMMD 10 ADVISE ON (IRAL ESTATE
� I�b wa s a gtlr TDfi4 11�L1q�M M a a�w.� aM.ewr wa+re�04 MA&
MWAN A& boo" dLgdm
nwl.rKre�r t.
!?►�►isrr Dw
Al PARSE 1 OF 11
,e+.bss
T3"mlryx
'r
amHod8SI'famia Aanu *99:60 ED t2 AWN
tiq�60 tl0�)EOOZ-IZ-AON Sall/atsp xt!
I
National Pollutant Discharge Elimination System (NPDES) Phase II
Construction Storm Water Permit and Storm Water Pollution
Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1
Project Title:
3 3753
By signing below, I, the project owner/owner's agent, certify that I am aware that a construction
project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the
State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent
(N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made
payable to the State Water Resources Control Board to obtain such a permit if my project
disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or
more of land. I am aware that submitting false and/or inaccurate information may result in
revocation of grading and/or other permits or other sanctions provided by law.
Signed:
Title:
Date:
BUTTE COUNTY DEVELOPMENT SERVICES
COMPLAINT FORM
Date: 12
Owner:
Address:
CW
Complaint[Violation Location: (O
TYPE: Building Health
COMPLAINT:
AP#: o 6 q - Z6 -Z — 6 y/
Zoning: 1'e r -
General Plan: �Dle
Supervisorial District #: /
5441� e74.. .G�
{ } Planning { } Housing Complaint Taken By: M7
Permit History on File { } None { } See Attached
Tenant:
0-7 le�L 014,^Wev-Z el
Caution: { } Yes Why:
INSPECTOR'S REPORT
Address:..
Description of Violation: r� .
Approx. Size of Bldg/MH:
Approx. Age of Bldg/MH:
{ } Occupied Has Electricity { } Yes { } No Has Gas/Propane { } Yes { } No
{ } Vacant Has Sanitation { } Yes { } No Obvious Sewage Problems { } Yes { } No
Under Construction { } Yes { } No Built by/for { } Present Owner { } Previous Owner
Hazards: { } No { } Yes (explain)
Person Contacted:
Describe Action Taken:
INSPECTOR MUST ATTACH A COPY OF THE,, CORRECTION NOTICE!!
Inspector: N� • ' Date:
ACTION RECOMMENDED
{ } Information Only, File { } Hold for Days
{ } Complaint Unfounded { } Other
BUTTE COUNTY DEVELOPMENT SERVICES
COMPLAINT FORM
This information is not available to the public!!!!!!!
DO NOT COPY FOR THE PUBLIC OR THE FIELD INSPECTOR!!
1
The following information is required for Housing Complaints and the
Complainant MUST BE the person living at the complaint address!
Complainant:
Address:
Phone Number:
The above information is not available to the public! ! ! ! ! ! !
(2)
RECORDING REQUESTED BY:
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE CA 95965
Recorded I
Official Records 1
County of I
But I
CANDACE J. 6RLIBBS I
County Clerk-Recorderl
I
I
010:469M 07 -Sep -2005 1
REC FEE 10.00
CONFORMED COPY 1.00
SA
Page 1 of 2
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.
CASEY FORRESTER
REAL PROPERTY OWNER/LESSOR
7 COUNTY CENTER DRIVE
P.O. BOX 614
MAILING ADDRESS
MAILING ADDRESS
OROVILLE BUTTE CA
PALERMO BUTTE
CA 95968
CITY COUNTY
STATE ZIP
6 STURGEON COURT
BUI 1 WPERMIT NO. TELEPHONE NUMBER,,
INSTALLATION MAILING ADDRESS, IF DIFFERENT
��``
V3
OROVILLE BUTTE
CA
CITY COUNTY
STATE ZIP
SAME
UNIT OWNER (if also property owner, write "SAME")
SAME
MAILING ADDRESS
SAME
CITY COUNTY STATE ZIP
UNIT DESCRIPTION
BUTTE COUNTY BUILDING DIVISION
LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY
7 COUNTY CENTER DRIVE
SD556-3
MAILING ADDRESS
DATE OF MANUFACTURE
OROVILLE BUTTE CA
95965
CITY COUNTY STATE
ZIP
03-3753 (530)
538-7541
BUI 1 WPERMIT NO. TELEPHONE NUMBER,,
C—IGNATIUMEOFALOCAL
��``
V3
AG f OFFICIAL
DTE
NONE
DEALER NAME (if not a dealer sale, write "NONE")
NONE
DEALER LICENSE NO.
CHAMPION HOME
2004
SD556-3
MANUFACTURER'S NAME
DATE OF MANUFACTURE
MODEL NAME/NUMBER
009-04-556-14722AM
60'X 26'8"
RAD1400925/6
SERIALNUMBER(S)
LENGTH XWIDTH
- INSIGNIAILABELNUMBER(S)
REAL PROPERTY LEGAL DESCRIPTION
SEE ATTACHED
ASSESSOR'S PARCEL NUMBER AP # 069-200-041
HCD FORM 433(A) REV. 8/91
WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD- Buildine Dept.
_ 1
Preliminary Report
Order No. BU -216531-3 AM
Description
The land referred to herein is situated in the State of California, County of Butte, and is described as
follows:
LOT 101, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "KELLY RIDGE ESTATES UNIT NO.
3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF,
BUTTE, STATE OF CALIFORNIA, ON JULY 26, 1974, IN BOOK 43 OF MAPS, AT PAGE(S) 44,
45, 46; 47 AND 48...
APN 069-200-041-000
Page 5
NOTES
4
1
�17 RESIDENTIAL
-069-200-041T 03-3753
PERMIT NO. LEWIS, 1
STURGEON COURT, OROVILLE
C NT: OWNER
MH ON PERM FND
11N
4 PERMIT RENEWAL
DATE: cI / Z -0 5
BP# 53-37573
=S. y_70-.6 i,
!'HE HCD FORM 433A FOR THIS MH CANNOT BE
RECORDED UNTIL ONE OF THE FOLLOWING HAS
I;EEN TURNED IN TO THE BUILDING DIVISION:
�r (1) LICENSE PLATE(S) OR DECAL (THE
IINSPECTOR MUST RETREIVE).
(2) STATEMENT OF FACTS (ONLY ON NEW
MH' S).
I %NSPECTOR TO VERIFY SERIAL & LABEL #'S.
SPECIAL CONDITIONS
CHECKED
BY
SRA
FLOOD CI ---7"---
FIRE SPR' OFFICE COPY
�. SPECIAL Address-/,
t
—VERIFY—
'I
GAS /p
USE PER Meter By Date
SUB -STAT ELECTy e�
Meter By at
}
t
{
4,0
JOB FINALED (Date
_ Signature
J=OK
0 = Not OK
= Not Applicable =Not Ready MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
F Ings; Size -Spacing -Marriage Line
Bloc •
s; MH Test -Demand -Valve
1.
Zoning Requirements -Setbacks -Easements
lectricity; MH Test (p
2.
Soils; Special MH Support Sketch
Wate G MH Test Zoe -
3.
Sewer; Location -Test -Fall -C/O -Concrete
-'Water and SewerLonnected
4.
Water; Location -Test -Easement Needed (Sketch)
5.
Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
6.
Gas; Location -Test -Wrap;-/ /" L -ft.
/ P Nat. or/ /" L "ft./ P LPG
7.
Well Clearance & Disconnect
Date
8.
Utility Clearance
Date
8.
Card B-1 Date Card B-1
9.
Siding; Nailing -Veneer -Stucco -Mesh
Date
10.
Card B-1 Date Card B-1
Date
11.
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
Braced Wall Panels
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Size -Spacing -Marriage Line
Card B-1 Date Card B-1
3.
Gas; MH Test -Demand -Valve -Connector
Card B-1 Date Card B-1
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
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes-Enclosures-Panelboards-Ins. to Main Conduit
9.
Health Department Approval
Date
10.
Card B-1 Date Card B-1
Date
11.
Card B-1 Date Card B-1
Date
PERMANENT END SYSTEM (ONLY)
F Ings; Size -Spacing -Marriage Line
Bloc •
s; MH Test -Demand -Valve
/
DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
lectricity; MH Test (p
1.
6.
Wate G MH Test Zoe -
Q
7r
-'Water and SewerLonnected
®
8. Gas and Electricity Tagged
16!License
Decals
11.
Verify #'s with Office
6.
Carports; Windows -Doors
Date
7.
Card B-1 Date Card B-1
Date
8.
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 #'s
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
J=OK
0 = Not OK
- = Not Applicable
. = Not Ready
RESIDENTIAL (Single & Duplex)
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/O -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
16. Insulation
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date 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
72. Elec. Outlets at Wood Panel, Int. & Ext.
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 At
31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or At
Insulated Neutral ❑ Yes ❑ 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
87. Water Well, Disconnect, Electrical, Plumbing
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
Date
41. Sills Proper Materials & Anchors
Comments at Final:
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
Date
FRAMING (Continued)
47. Hangers -Post Caps -Anchors -Connectors
48. Cling. Joist-Rftr. Ties- Purlin-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 ❑ Yes
_
83. Following Instld./Drive ❑ Yes ❑ No/Walks ❑ Yes ❑ No/Planters ❑ Yes ❑ 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:
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO.
(Rev. 12/96) APPLICATION AND PERMIT � rA
ASSESSOR PARCEL NUMBER, / tri/' (�O' 1 '
ZONING /
BUILDINGPERMIT
OWNER
4c- rSO.
TELEPHONE
FT. OCC. BUILDING VALUATION
.OWNERS MAILING ADDRESS-/ "• r'
t In
CONTRACTOR'S NAME
' 't1':
TELEPHONE
'
CONTRACTORS MAIUNG ADDRESS
CONSTRUCTION LENDER
LENDER'S MAILING ADDRESS
Fireplace
Total Valuation
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee
20.00
Permit Fee
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee
BUILDING ADDRESS
1
Energy Plan Checking Fee
$
(061,
r)v//C-
PERMIT FEE
S JJ
LOT NO.
SUBL)� IONS NAME. ` G
PARCEL MAP
PLUMBING PERMIT
Fling Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome O Other
SPECIFY
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15.00/
Each as water heater or vent
15.00
TYPE OF WORK
New ❑ Addition ❑ /y !7 Remodel
^❑-� Utilities ❑ Installation ❑ OtherA
Describe Work: % / / �iC rf t e lri
Gas piping stem 1 - 5 outlets
15.00 J
Buildingsewer
15.00
Mobile Home I S I G I W
@20.00
PERMIT FEE
S t
ELECTRICAL PERMIT
Fling Fee 20.00
Main Service p A 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 full force and effect.POWER
License Class Lic. No.
OWNER -BUILDER DECLARATION
hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
O- 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.
❑ 1, 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 200A TO 1000A
46.00
NEW CONST. DWEWG OCUP.
NC
OR ADDNS. ( 8 ACC. S.
SO
3.50 FT.
NON -R SIDMULTI-OUTLET
97,50
APPARATUS
8 SINGLE OUTLET CIR.
Ex. Occu OUTLET OR FaTUREs
2O @ ' 00
BAL o .50
LNSI
Ex. Occup. oUTIETS A of
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
Heating
Cooling
Hood
6.50
Ventilation
PERMIT FEE
$
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.)
O- 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'i
i
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall) comply with those provisions.
/forthwith
/ _ I S _ ` rs�
X f / Date
Signature of Applicant - ,q Owner ❑ Contractor ❑ Agent 3n r,f r T I 1 `/ 8�
An OSHA permit is required for excavations over 5'0" deep and demolition or constr�ucti.�on�
of structures over 3 stories in height. ,,,0-7"Nyitf `7�
Mobile Home Installation Fee $
Energy Inspection Fee $
occ
_
CONST. TYPE TOTAL FEE $ %S
HAZ•
D: FEES IMP
I FLOOD
I CDF
PARCELPD
HD
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 /If Date
J
d
r J
PERMIT EXPIRES ON
' Dare
ReceiptNo..,:� ��%i�%^ r'Jfr.` �"r�... ��%%% l �/
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
t
44
k 0
1 lop
pro
,'J-) A �j C;7.
ITM L11
R-EVIEWED
BUTTE CO. FIRE
CALIF 'DEPT. "o -f- FC
CTURES: AND MUlift'sENT
Ej approved as +s b
OVERHANGS SHALL -SE "CLEAROFALL EA 1 8 . EMENTS,
A. SET OAC approved withL';o'n
& ;SIDE AND,
FROM THE
E'901V Th ?E R
-110E-ERT
FROM THE p, . OA' -Y LINES
CLEAR bF Signature
FTA-2-1�7— EA -EPMAN�P,
JPmEN*T-r-xCEPl
liti..ons'
Dab
I
ELECTRICAL, MECHANICAL, AND PLUMBING
CONSTRUCTION ( NOT PU�,q 10,K*.-icltErt )
SHALLCM.PLY WITH EDITION
OF NEC, UMC AND UP -P.
A
-Zo- nN tom'
... .... - --------
:;0(0q-z0076q- v
acnes
N01 TE:
Ss�, the attached
RedUaremencs
P- n1a
PLANNING DIVISION - BUILDING PLAN APPROVAL
Use: Date: 0,�
Parking:_ Landscaping:
Other.
Signature:
r)
0-3- 3-7S3 MCI
BUTTE COUN I -,f
RUILDING DEPARTMF
A P P R 0 V r
- 1..- -r- A
(o -2
'E If
I
t-
•• ,