HomeMy WebLinkAbout028-130-031i
28-13-31-
CHARLES H. SIMMONS
r}arw.
SE/S Woodvine Ln, -app 01w gor L.
Park Rd,"1250'N of Lap o a-`.
Permit#2357-80B,P,E,M S/F� a` j. }
28-13-31 l�
on'tr : Pox ';~,`Yectric
Permit#2�70-81F, (elese f well) r I
B07-1359028-130-031 1
RESIDENTIAL SFD-Mobile Home PFS
NEW MH, NEW SITE, PERM FND (238'J
WOODVINE CT 1Z' Z1-°%
SIMMONS, EDWARD & CAROL
i
0
A MMIL / r
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE #:(530) 538-7541 FAX#: (530) 538-2140
WEBSITE: www.buttecounty.net\dds
PROJECT INFORMATION
Site Address: 51 WOODVINE CT
Owner:
Permit No: B07-1359
APN: 028-130-031
PENNELL FAMILY TRUST
Issued Date: 07/25/2007 By KCG
Permit type: RESIDENTIAL
8041 SPUMANTE
COURT
Subtype: SFD-Mobile Home PFS
SACRAMENTO,
CA 95829
Expiration Date: 07/24/2008
Description: NEW MH, NEW SITE, PERM FND (:
(530) 821-5850
Occupancy: R-3 Zoning: A5
Contractor
Applicant: •
Square Footage:
R T ANGEL INC
R T ANGEL INC
Building Garage RemdUAdds
868 W ONSTOTT #J
868 W
ONSTOTT #J
2,388
YUBA CITY, CA 95991
YUBA
CITY, CA 95991
Other Porch/Patio a Totl
(530)821-5850
(530)821-5850
.
2,3 88
FEE INFORMATION
CWIF MH $1,663.57
DBFIRE SRA Fire Plan Review (S $102.70
CWIF MH $1,794.79
DBMSC Mobile Home Permit Fee. $350.34
CWIFAUD Impact Processing Audi $50.00
DBOMSCF Fire Safe Standards Re $115.98
CWIFDDS Impact Processing Fee $50.00
DBSMIP Residential $15.52
DBEH Building Review Fee $75.70
DBF MH Plan Check $233.56
DBFIRE Fire Inspection (SRA) R $102.70
Total Charged: $4,657.56 Fees Paid: $4,657.56
DBFIRE Fire Inspection (SRA) R $102.70
Balance Due: $0.00 Receipt No: B4022
LICENSED CONTRACTOR'S DECLARATION
OWNER / BUILDER DECLARATION
Contractor (Name) State Contractors License No. / Class / Expires
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License
R T ANGEL INC 457364 / C47 B / 06/30/2008
Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that
requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance,
also requires the applicant for such permit to file a signed statement that he or she is licensed
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
pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000'
is in full force and effbct.
of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects
X 07/25/2007
the applicant to a civil penalty of not more than five hundred dollars [$500];
Please check one of the following:
Contractor's Signature Date
E]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
WORKERS' COMPENSATION DECLARATION
OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License
Law does not apply to an owner of the property, who builds or improves thereon, and who does
I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations:
the work himself or herself or through his or her own employees, provided that such improvements
❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR
are not intended or offered for sale. If, however, the building or improvement is sold within one
WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the
year of completion, the owner -builder will have the burden of proof that he or she did not build or
performance of the work for which this permit is issued.
improve for the purpose of sale.).
I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by
❑
❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED
CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code
Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.
The Contractors License Law dows not apply to an owner of the property who builds or improves
My Workers' Compensation insurance carrier and policy number are;
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the
Contractor's License Law.).
Carrier. Policy Number: Exp. Date:
(This section need not a completed if the permit is for one hundred dollars ($100) or less.
DI AM EXEMPT under Section B. & P.C. for this reason:
ERTIFY 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 the Workers'
Compensation laws of California, and agree that if I should become subject to the workers'
X 07/25/2007
compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those
Owner's Signature Date
provisions.
X 07/25/2007
I hereby certify that I have read this application and state that the above information is correct. I agree
to comply with all City and County ordinances, rules, regulations, and State laws relating to building
Signature Date
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold hannlese
Butte County, its officers, agents and employees from any and all claims and liability for personal
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE
HUNDRED THOUSAND DOLLARS 5100,000 , IN ADDITION TO THE COST OF COMPENSATION,
( )
injury, including death, and property damage caused arising out of, or in any way connected with
the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the
DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND
use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte
ATTORNEY'S FEES.
County to enter the above mentioned property for inspectionpurposes. I hereby certify that I am the
property owner or am authorized to act on the property owner's behalf.
CONSTRUCTION LENDING AGENCY
MJUC l Q Eve( 07/25/2007
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for
Name of mittee [SIGN] Print Date
the performance of the work for which this permit is issued. (3097 civ. code)
Owner 1:1 Contractor OR; Agent for Owner Agent for Contractor
FILE COPY
Lender's Address City State Zip
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION
AND SUBMITTAL REQUIREMENTS
24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834
OFFICE #: (530) 538-7541
A FEE WILL BE REQUIRED AT TIME OF APPLICATION
OWNER
Name and
Address P O Oy�
City ,(�)ayl
State cA
Zip qjgj-Iq
Phoneq 53j q
Fax
E-mail '? C4_ -t `Jo,, n n I
APPLICANT SIGNATURE
X
For office use only:
CONTRACTOR
Name -� C
Flood Zone
Address 13LO¢
U
- �5btt- 4 -3 -
City
State
Z�_F
ip
I
Phone `sgs�'
Fax
E-mail
Li .,S-1�c0�
Planner
APPLICANT SIGNATURE
X
For office use only:
ARCHITECT/ENGINEER
Name
Flood Zone
Address
SRA
City
No
State
Zip
Phone
Map Book
Fax
E-mail
Planner
State License Number
APPLICANT SIGNATURE
X
For office use only:
APPLICANT NAME
Name
Flood Zone
Address
SRA
City
No
State
Zip
Phone
Map Book
Fax
E-mail
Planner
APPLICANT SIGNATURE
X
For office use only:
Zoning
Flood Zone
I
SRA
Yes
No
Occ.
Type Const.
Subdivision Name
Map Book
Page
Lot #
Planner
Date Approved:
OVER FOR SUBMITTAL REQUIREMENTS
K:\FORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 1 of
PERMIT
NO.
BP07-1
BIN #
LOCATION
AP# pag_ 1 2)C)-- 0 31
Property Address /
Wandolo'--e-, C'4 -
Cross Streete /
/f afz� va
WORKER'S COMPENSATION
Policy Number
Carrier Mah-5100 1 h t!
If hiring anyone other than license contractors, a certificate of worker's
compensation must be shown at the time of permit issuance.
LENDING AGENCY
Name
Address
Description or Scope of Work:
l ncW a 3q t t' x 0` ryL6r, km (3 bo�]
a mea- Qknd
Sq. Footage zw&
❑ Structure Built without Permits
❑ Proposed Change of Occupancy
(Note previous use):
EXPIRATION OF APPLICATION
Applications for which a permit has not been issued will expire one
year after the date of application. In order to renew action on an
application after expiration, a new application, plans and fee will be
REQUEST FOR REFUNDS
Refunds can only be made upon written request by the person who
paid the fee. The request must be made prior to the expiration of the
permit and no construction work has been done. Filing fees, plan
check fees for work plan checked and other department costs are nol
refundable.
Received by: ,G.
Amount: y Bldg
SRA
Receipt #:8 /I )l� / 1
Sherif6
SMIP
/ 5-10 .
CDate:
o-22- D
the
Total
15 anlln y- kiver Vo r t.
TRA X52-00 �
SUBMITTAL REQUIREMENTS
The following drawings and specifications must be submitted to the Building Division in order to apply
for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE
LEGIBLE AND IN INK.
Residential, New, Remodels, Additions, and Accessory Structures:
❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER!
❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPER!
❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed
calculations.
❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXES!).
❑ 5. Letter from Engineer or Architect for truss design review.
❑ 6. 2 Energy compliance design and supporting documentation: (Note: Not required for additions to
mobile or modular homes.)
❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required).
❑ 8. Detached Accessory Building Form, filled out by the property owner (if required).
❑ 9. Sanitation and site plan approval from the Environmental Health Department.
❑ 10. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in
triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer.
Mobile, Manufactured, or Modular Homes:
�D 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER!
2. 2 Data sheets and installation instruction manual.
3. 2 Marriage line information.
4. 2 Floor plans.
5. 2 Engineered Tie Downs or Foundation plans.
6. Sanitation and site plan approval from the Environmental Health Department.
/e' 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required).
Commercial, New, Additions and Remodels:
❑
1.
4 Site Plans, signed by the preparer. NO GRAPH PAPER!
❑
2.
4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations,
with code analysis.
❑
3.
2 Engineered truss details and layouts (if required) (NO FAXES!).
❑
4.
Letter from Engineer or Architect for truss design review.
❑
5.
2 Energy compliance design and supporting documentation (if required).
❑
6.
2 Flood Elevation Certificate, wet -stamped and signed (if required).
❑
7.
Statement of Intent for Non -heated and A/C (if required).
❑
8.
Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in
triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed b tengineer.
❑
9.
Letter of intent.
❑
10.
Hazardous Material Form.
❑
11.
Sanitation and site plan approval from the Environmental Health Department.
If you have questions or would like additional information regarding this process, contact a Permit
Application Assistant at (530) 538-7541.
OVER FOR BUILDING PERMIT APPLICATION
KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 4-30-04
Butte County Department of Development Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 95965
(530) 538-7601 Telephone
(530) 538-2140 Fax
www.buttecounty.net/dds
PERMIT APPLICATION DATA SHEET
Reference Number: B07-1359
Location: WOODVINE CT
Parcel Number: 028-130-031
Owner Name: SIMMONS, EDWARD & CAROL
Description: NEW MH, NEW SITE, PERM FND (2388)
Date: 06/22/2007
By: KCG
Sub Type: SFD-Mobile home PI
Phone: (916) 531-1569
The above permit application has the following Clearances required prior to permit issuance. Please contact each department
indicated below regarding specific requirements pertaining to your permit application.
Yes No DRAINAGE DISTRICTS
Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740
LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000
City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711
PARKS & RECREATION DISTRICTS
Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711
Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921
Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011
fo t m P
Paradise arks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393
SCHOOL DISTRICTS
Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281
Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006
Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675
Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723
Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000
Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000
Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105
or M1V'"n
Paradis� Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400
OTHER
Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions
City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447
Other: Rnvolrrl,-d /-LA G.r ifir4Nnf of n1i nnon(4\'%r,
Other:
❑ ❑ Other:
Signature of Prop
FILE
'BUTTE COUNTY FEE. SUMMARY
County Center Drive
Oroville, CA 95965
Department of Development Services
Phone (530) 538-7541 Fax (530) 538-2140
Permit Number: B07-1359
Job Address: WOODVINE CT
Contractor:. R T ANGEL INC
868 W ONSTOTT #J YUBA CITY, CA 95991
Printed: 06/22/2007
9:12 am
Fee Description
Account Number.
Fee Amount Paid .Date Pmt Amt
CWIF MH,
1800-0-280-1011811
$288.00
CWIFFIREF'MH
1851-0-280-1011852
$299.21
CWIFPWRDS MH
1831-0-280-1011001
$786.79
CWIFFIREVE MH
1851-0-280-1011853
$577.57
DBEH Building Review Fee
0021-540013-4614901-1010
$75.70 06/22/2007 $75.70
DBFIRE Fire Inspection (SRA) R
0100-450001-4617240-1010
$102.70 06/22/2007 $102.70
0100-450001-4617240-1010 $.102.70.
DBOMSCF Fire Safe Standards Re
CWIFGGVE MH
0010440001-4210500-1010
$115.98
DBFIRE SRA Fire Plan Review (S
1800-0-280-1011811
$288.00
CWIFSHERFVE MH
0100-450001-4617240-1010
$102.70 06/22/2007 $102.70
CWIFAUD Impact Processing Audi
1808-0-280-101001
$542.98
0010-0504617998-101001
$50.00
CWIFDDS Impact Processing Fee
0010-440001-4617999-1010
$50.00.
DBMSC Mobile Home Permit Fee.
0010-4400014210500-1010
$350.34
DBF MH Plan Check -
0010-440001-4210500-1010
$233.56 06/22/2007 $233.56
CWIF MH
CWIFSHERFF MH
1840-0-280-1011841
$255.63
CWIFLBRYV MHt
1825-0-280-1011828
$3.94
CWIFLBRYM MH
1825-0-280-1011827
$132.35
CWIFLBRYF MH
1825-0-280-1011826
$196.74
CWIFGGVE MH
1810-0-280-101001
$250.42
CWIFSHERFJL MH
1800-0-280-1011811
$288.00
CWIFSHERFVE MH
1840-0-280-1011842
$124.73
CWIFGGF MH
1808-0-280-101001
$542.98
DBSMIP Residential
1001-0-280-1011298 $15.52
49657.56 $514.66
Printed By: Kourtni Graham Balance Due: $4,142.90
At the time of permit 'on, I was advised the above fees are required prior to issuance of the
permit. These fe ay cha ge urmg the plan checking process.
Signature: Date: 06/22/2007
Pursuant to nment code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days
from- the date of approval of the project or, from the impostion of the above referenced items during which you may request a protest. The requirments
for a protest are specified in Government Code Section 66020(a):
California Department of Forestry and Fire Protection
Butte County Fire Department
Fire Prevention Bureau
176 Nelson Avenue, Oroville CA 95965
(530) 538-7888 Office, (530) 538-2105 Fax
Reference Number: B07-1359
Location: WOODVINE CT
Parcel Number: 028-130-031
Owner Name: SUMMONS, EDWARD & CAROL
Description: NEW MH, NEW SITE, PERM FND (2388)
Date: 06/22/2007
By: KCG
Sub Type: SFD-Mobile Home PI
Phone: (916) 531-1569
To meet the requirements of Government Code section 51182 and Public Resource Code 4291, the Butte County
Development Services -Building Department requires a pre -construction inspection to pro -actively provide the below
building and site requirements to the property owner.
Your property is located within the State Responsibility Area (SRA) of Butte County. All development within the
SRA is required to meet the below requirements:
✓ Public Resources Code 4290
✓ Public Resources Code 4291
✓ California Building Code, Chapter 7A
✓ Butte County Improvement Standards
Requirements prior to scheduling the pre -inspection:
✓ Full plan submittal to Butte County Development Services -Building Division
✓ Driveway and building pad must be identified on site
✓ Structure location must be staked out on the building site
Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention
Bureau's 24 hour inspection line at (530) 538-6837, ext. 169, (When the recording comes on, enter the
extension number).
For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction
site with two hard copies of the site plan.
I have read and understand the above pre-inspecti(
06/22/2007
Date �_ as a ;;z -
All of the Fire Safe Requirements are posted on the Butte County Fire Department website at
http://buttefire.ore/Firel)revention/protplan/protplan.html
Rev'd 5/7/07
FILE
Butte County Department of Public Works
J. MICHAEL CRUMP, DIRECTOR
LAND DEVELOPMENT DIVISION
Storm Water Managment Program
7 County Center Drive
Oroville, CA 95965
(530) 538-7266 Telephone
(530) 538-7171 Fax
www.buttecounty.net/dds
C
paTM>riv�.
-"qftm=0 - y
,.!C 'F
National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm
Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment
(LESS THAN 1 ACRE 1
Reference Number: B07-1359 Date: 06/22/2007
Location: WOODVINE CT By: KCG
Parcel Number: 028-130-031
Owner Name: SIMMONS, EDWARD & CAROL
Description: NEW MH, NEW SITE, PERM FND (2388)
Sub Type: SFD-Mobile Home PI
Phone: (916) 531-1569
By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more
of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California
Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but
when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm
Water Permit from the state of California Regional Water Quality Board.
I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water
Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or
more of land may result in revocation of grading and/or other permits or other santions provided by law.
Signed:
Title:
FILE
Date: 06/22/2007
Butte County Department of Development Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 95965
(530) 538-7601 Telephone
(530) 538-2140 Fax
www.buttecounty.net/dds
NOTICE TO BUILDERS
Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In
addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental
Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to
expedite your permit:
0 Make sure your application is complete.
D Be responsive to requests from County departments for any additional materials or requirements.
The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes
without a complete application adds to processing time.
Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not
started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to
expiration an indefinite number of times, provided construction progress has been documented by the Building Division during
each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In
order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking
and documentation may be required. Upon completion of work covered by this permit, please contact this office for final
inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is
issued without a final inspection.
EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY
Application for which a permit has not been issued will expire one year after date of application.
Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications
(not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are
for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn
before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of
$54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration
of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any
refund amount) to determine no work was done.
Fee/refund information can be read on-line at http://municit)alcodes.lexisnexis.com/codesibutteco/
Reference Number: B07-1359 Date: 06/22/2007
Location: WOODVINE CT
Parcel Number: 028-130-031
Owner Name: SIMMONS, EDWARD & CAROL Phone: (916) 531-1569
Description: NEW MH, NEW SITE, PERM FND (2388)
Signature of Property
FILE
Date: 06/22/2007
District Identification No. 0 7 0 2. `+ 4
School District certifies that Jara�� P�11�1E1 1 I
r (Payor)
(Street Address)
(City)
�T4
(State)
has complied with the requirements of Resolution No. . , U S C\cl
representing square feet.
Representative
Paid by Check # :�
- Remarks:
QS`�1�
(Zip Code)
(Phone Number)
by payment of $ 110 ZIAC3.149 .
B 2926 $
FULL MITIGATION $
Date
m
Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with
Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit
you from challenging the imposition of the fees in any court action.
If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is
notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA),
this project may be subject to additional school fees to fully mitigate its impact on the school district's schools.
`I Q LM- t: V too -
White (school district), Yellow (building department), Pink (applicant) feeform.xls (12/06)dmm
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE, CA 95965
COPY of Document Recorded
26 -Jun -2887 2807-003880
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:
ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA,
DESCRIBED AS FOLLOWS:
PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, FILED IN THE OFFICE OF THE RECORDER OF
THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 23, 1977 IN BOOK 62 OF MAPS, AT
PAGE 70.
TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES AS
SHOW ON SAID MAP.
Date LO 01 a..- Q1 EPPERTY OWN • RS:
�Lr�
State of California
County of hjL L'1'°W-
�62
9-00-1 before me,
personally appeared _)bnCLtV) n Ij. P n np I I(' ov, Q o I personally
known to me (or proved to me on the basis of satisfactory evidence) to be the persots�whose nam(s) 3/ re ubscribed
to the within instrument and acknowledged to me that he4ke/ he ' executed the same•in�
his/her/ eir authorized
capacit� )• and that by-
his/he / eiPsignatur s (s) ►n the instrument, the perso or the entity upon behalf of which
the perso9 acted, executed the instrument.
WITNESS my hand and official seal.
Signature�C�`(� Seal: MICHELLE LEE FREEL
Comm. # 1435881 ll�
V!• `S 8 NOTARY PUBLIC -CALIFORNIA
Bulle County
A.P. tlADaa— ^C>?� I MY Comm. Expires August24,2007'd
JBUTTE9-OUNTY (DEVELOPMENT FEE CERTIFICATION PORIA
. FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD)
0 CHICO AREA RECREATION AND PARK DISTRICT (CARD)
0 PARADISE RECREATION AND PARK DISTRICT (PRPD)
0 DURHAM RECREATION AND PARK DISTRICT (DR.PD)
Assessor Parcel Number (s) Building Permit Number. U
Property Owner (s)
Project Location /�
Subdivision Name
New Development
Alteratio n/Additi on(s)
Mobile home
Assessable Sq. rage L,,jn T�
Type of Residential Development (check one)
Demo Permit (date issued
Comments:
Bui
Single Family -Detached
Non -Residential to Residential
Mobile home replacement
Single Family -Attached
Multi -Family Dwelling
verified by Assessor Department
verified by Building Department
0 FRRPD ❑ CARD ❑ PRPD 0 DRPD certifies that:
6- n Ca ?--e n n -e LL
Applic, Name Phone Number q
0 R c�� D L q c.�f �� r Cil 5 I ��
Mailing Address City State Zip
Has complied with r uirem1 ents of the Butte County Board of Supervisors Resolution No.
by Payment of: 114�
Remarks:
Paid by Check No:
Recreation and Park Di
Dwelling Units @ $
Square Feet @ $
Paid by Cash:
per unit for a total of $
per sq foot for a total of $
Receipt No:
�s-o7
Date
Feather River Recreation
1200 Myers Street
Oroville, CA 95965- 0
(530)533-2011
Registration Receipt
Date: 06/25/2007 Receipt #: 21604 User ID: 002 Site:
PAYEE INFORMATION I PAYMENT INFORMATION
JONATHAN PENNELL
P. 0. BOX 264
Bangor, CA 95914
Amount Charged ....................... $1106.00
Total Amount Due ....................... $1106.00
Amount Paid ....................... $1106.00
Balance Due ....................... $ 0.00
Customer #: 023686 PAYEE ACCOUNT INFORMATION
531-1569 (530) - (530) Prior Balance ....................... $ 0.00
Used To Pay Fees ....................... $ 0.00
Current Balance ....................... $ 0.00
Cash $ 0.00 ID #:
Check $ 1106.00 Check #: 2301 Bank #:
Card $ 0.00 Card #: Card Type:
Memo $ 0.00 Memo #: IMPACT FEES
ENROLLEE(S):
AN JONATHAN PENNELL Activity: 9124.105 MISC. REVENUE Fees: $ 1106.00
Customer # 023686 Location: MUNICIPAL AUDITORIUM Amount Applied: $ 1106.00
From07/01/2006 To06/30/2007 Sa - Times 08:OOA 05:OOP Amount Owed: $ 0.00
FEATHER RIVER RECREATION AND PARK DISTRICT AGREEMENT WAIVER, AND RELEASE
I have carefully read the description of the class(es) for which Uwe are registering and in consideration for being permitted by the Feather
River Recreation and Park District to participate in the activity listed, I hereby waive, release and discharge any and all claims for damages
for personal injury, death, or property damage which I may have, or which may hereafter accrue to me, as a result of participation in said
activity. This release is intended to discharge in advance FRRPD (its officers, employees and agents) from any and all liability arising out
of or connected in anyway with my participation in said activitiy, even though that liability may arise out of negligence or carelessness on
the part of the persons or entities mentioned above. It is understood that this activity involves an element of risk and danger of accidents,
and knowing those risks I hereby assume those risks. It is father agreed that this waiver, release and assumption of risk is to be binding to
my heirs and assigns. I agree to indemnify and to hold the above persons or entities free and harmless from any loss, liability, damage, cost
or expense which they may incur as a result of my death or injury or property damage that I may sustain while participating in said activity.
Parental Consent: (to be completed and signed by parent/guardian if applicant is under 18 years of age). I hereby consent that my
son/daughter, , participate in the above activity. I hereby execute the above Agreement, Waiver and Release
on his/her behalf. I state that said minor is physically able to participate in said activity. I herby agree to indemnify and hold the persons.
and entities mentioned harmless from any loss, liability, damage, cost or expense which they may incur as a result of the death or any injury
or property damage that said minor may sustain while participating in said activity.
I HAVE CAREFULLY READ THIS AGREEMENT, WAIVER AND RELEASE AND FULLY UNDERSTAND ITS CONTENTS. I AM
AWARE THAT THIS IS A RELEASE OF LIABILITY AND A CONTRACT BETWEEN MYSELF AND FEATHER RIVER
RECREATION AND PARK DISTRICT AND I SIGN OF MY OWN FREE WILL.
Name(Print) Signature Date
p
U,
BUTTE
COUNTY
jU,,j 2 2 2007
L.LvELopMENT
c,v-RVICES
�siLvEarrrE.
m
LL
sr6
WESTERN HOMES CORPORATION
HMClL
n ��
0
REVISED
APR 131994
CcDi
:Z --j
L" _' federvl MoFlle
)4*'Ml? C^"qln?c-flo"
Uv 25,
SU- 25,
LEVELING PROCEDURES
It is important that leveling and blocking be accomplished in accordance with these instructions and completed to
normal construction tolerance. If improperly blocked or leveled, problems may appear, such as passage doors, cabinet
doors, and/or windows not operating correctly, or damage to the structure. During leveling, care must be taken to avoid
distorting the home. Excessive jacking may cause the home to be racked and twisted resulting in permanent damage.
Before moving the home into position, prepare the site for proper drainage and soil compaction. Determine the
appropriate anchoring system and install the ground anchors per manufacturer's instructions as called for in the
applicable Exhibits A & E. (Additional anchoring may be required by the local authorities, e.g.: California State Senate
Bill 750.)
After moving the home to its final location, remove all mating side coverings, 2x6 angle bracing and shipping walls.
Using a bubble type level or a manometer type level, rough level the home using the front hitch. (Be sure and place at
least a 2x6 under the hitch jack.) Refer to Exhibit A & B for requirements of the unit being set up.
Install main rail foundation supports down one side of the entire unit per Exhibit A by starting on the high ground side
for proper ground clearances. If the home is to be jacked, use two hydraulic jacks of minimum 5 ton capacity: Position
one jack under the chassis main beam next to the front spring shackle and the second jack under the same chassis main
beam just behind the rear spring shackle. (CAUTION: Use jacking reinforcing plates equivalent to 2x6x24" wood
block between the jack and the chassis beam to protect the chassis main beam from damage and voiding of the
warranty.) Operate both jacks simultaneously to raise the home. Install all footings and piers as required. Be sure to
maintain level forward and aft.
Repeat foundation support installations down the other side directly opposite those in place. Roughly level from front to
rear and side to side. Following the main rail support installation, install all perimeter foundation supports as specified in
Exhibit A &. C. ADJUST THE FINAL HEIGHT OF ALL PIERS AS REQUIRED TO OBTAIN A FINAL
LEVEL FLOOR.
It is imperative that the floor be level from side to side as well as front to rear. TO INSURE THAT THE FLOOR IS
LEVEL THE FOLLOWING IS REQUIRED. Place a six (6) foot level on the floor from the sidewall toward the
centerline. Using two jacks, one at each end of a three (3) foot 44 simultaneously raise short sections until they are
level. This process must also be performed at the marriage line walls as these walls require perimeter blocking the same
as exterior walls.
SIDEWALL
�M �_ _ FLOOR JOIST
SIX (6) FT. LEVEL
ttE'�
NOV .0 6'1996 ® ®
Federal Mobilr
Home ConstrtN- r ra �— MAIN RAIL
L
And Safety Stanu.:<:.. RR
r lR1iS 1
TI To".
OR PER
PIER
GROUND —�
SU -28
Su-z8.3
LEVELING PROCEDURES (continued)
Close up ridge beam gap by placing jacks under the outside chassis main beam and applying pressure to bring the
ceiling together. Check ceiling joint and flush before fastening ridge beams together per details on page 12. Final level
as recommended. Install marriage line floor lags. Install ridge beam support foundation piers at locations noted in Set -
Up Supplement #1 and Exhibit D. Reference Exhibit F for footing capacities.
Install the anchoring equipment in accordance with the tie down and anchor manufacturer's instructions as called for in
the applicable Exhibit A-E. Anchoring equipment exposed to weather shall be weatherproof. If steel, they shall be
protected with at least .30 ounces of zinc per sq. ft. See Exhibit E for typical details. Liberally apply an approved sealant
or caulking in all areas that could potentially leak.
Patch and/or rodent proof any holes or penetrations in the bottom material (bottom board) per Set -Up Supplement #15.
All utility systems were given a final safety test by WESTERN HOMES CORPORATION.
WATER SYSTEM
Install hot and cold waterline crossovers as required on multi wide homes using connectors provided'with the home:
See page 13. Connect the home water main, a 3/4" inlet pipe, to a safe potable water source. A master shut-off full flow
valve must be installed in the water supply line adjacent to the home. The home is designed for a water inlet pressure
of 80 psi. Where pressures exceed this, a pressure reducing valve must be installed. Valves and water lines to the
home main are not provided by the manufacturer. A receptacle to service a heat tape has been provided within 2' of the
supply inlet location.
Test for leaks by filling the water system with potable water. Connect a pressure gauge to any hose bib on the home.
Turn off all other fixtures. Close the main shut-off valve. Observe for leaks for 15 minutes. Verify that the pressure
remains for the period without loss. This test must be.run before the electrical test as damage to the water heater could
occur. NEVER LEAVE THE WATER TURNED ON IN AN UNATTENDED HOME.
ELECTRICAL SERVICE
If a service entrance cable is supplied with a plug, (50 amp units only) plug it in. If unit is 100 amp, 150 amp, or 200
amp, electrical connection must be made per State and local requirements. Refer to panel board and page 15. A label has
been placed at the service entrance stating voltage/amperage of the equipment provided to facilitate the proper sizing of
conductors.
Multi wide manufactured homes will require the hook-up of the electrical crossovers. See page 14 for details. Before the
home is connected to 115/230 VAC perform the following tests:
Using a flashlight type continuity tester, check the following: If the light -does not come on, research
problem and repair until test passes. Connect one lead to a convenient ground (e.g. metal frame) and
touch the other lead to the following:
All light fixture canopies, all appliances and fans, a heat duct riser and one register.
Using the continuity tester, check for continuity between the main frame and the following:
Metal piping (gas and water) and the metal raceway below the distribution panel.
After the home is connected to the proper electrical service, perform the following tests (MAKE SURE THE WATER
HEATER IS FILLED WITH WATER):
Using a circuit/polarity tester, check all receptacles in the home. Repair any open grounds or shorts as
necessary.
vn,�_l�eck all lights and switches for proper operation, making repairs as needed.
,!� . 3. ck all smoke detectors for proper operation per (he manufacturer's provided instruction.
LCL v ,�E.iL
NOV 0 61996
SU -29
Federal Mobile 3
Nome Construction
And Safety Standards
CTAS SUPPLY SYSTEM (if supplied)
Install gas crossovers as required on multiwlde homes using quick disconnect flex connectors provided with the home.
See page 13 for detail. The gas piping supply system is designed for a pressure not to exceed 14 Inches water column
(112" psi) and not less than 7 Inches water column (1/4" psi). Prior to hooking up on site service perforin the following
test using a SEEK -A -LEAK tester.
1. With the appliance shut -oft valves open, pressure the entire system to not less than 10 Inches nor
more than 14 Inches water column and test all appliance connections with soapy water checking for
leaks. Repair and/or replace any valves or flex connectors as necessary. DO NOT USE FLAME.
When the test is completed, hook-up the on site gas supply to the minimum 3/4" (sometimes 1 ") Inlet on'the
manufactured home per the local code requirements. The Inlet is usually located on the roadside, approximately mid -
unit and a label is attached specifying the maximum design BTU's.
MECHANICAL DUCTING SYSTEMS
Muftlwides will require field connection of the heat duct crossover (located under the floor). See page 18 for details.
DWV SYSTEM
Sometimes certain portions of the drain system may be shipped loose. When this is the case, all pieces have been
preassembled at the factory to confinri fit, etc.
A plumbing schematic has been provided with the home when this situation occurs. All necessary pipe sections and
fittings have been provided and must be used and Instglied according to the furnished print. V/rstem Homes
Corporation assumes no liability for failures that occur due to poor workmanship and/or not following the plumbing
schematic. All Joints and unions must be gawWater tight and all piping Inserted to full socket depth. Use only approved
ABS cement.
Piping supports are normally provided by the factory. They are of the type to support the DWV system without undue
strains and stresses and provision has been made for expansion and contraction and structural settlement. DWV
systems must be supported at a minimum of 4' O.C. and must be run in practical alignment and have a uniform grade
of not less than 1/4" per toot toward the outlet. When this. grade -cannot be maintained, sometimes due to structural
features, the piping may be Installed with a minimum of 1/8" per foot, but only 11 a full size cleanout Is provided at the
upper end of the affected piping.
Once a DWV system is fully Installed and the home Is In a level position the entire system shall be filled with water to
the rim of the toilet. (Plug shower and tub drains.) After all trapped air has been released, the test shall be sustained
for not less than 15 minutes without evidence o1 leaks. Once it has been determined there are no leaks, unplug the
entire system and watch for signs of retarded flow.
i
Nomo ConclrucHon
SU -30.1
�3u-3o.I
V
cam► REVISED
`
APR 131994
c'
�."� FedaTal Mohile
i
Nomo ConclrucHon
SU -30.1
�3u-3o.I
f
OO��Od�IC�D��O�C HOUSE SUPPORT AND TIE DOWN SPECIFICATIONS
WESTERN HOMES CORPORATION
PERIMETER BLOCKING
(NOTE 2)
SEE EXHIBIT C
MAIN RAIL SUPPORT FOR TIE—DOWN
SEE EXHIBIT B REOUIREMENTS
']
(NOTE 1) SIDE'A'ALL SEE EXHIIBIT E
UNIT ATTACHMENT
■ ■
. ■ ■
■ ■
■ ■
2'-6" MAX. TYP.
TO FIRST PIER ,AT ENDWALL
EACH END
MATING LINE
ENDWALL
CL
UNIT ATTACHMENT
SEE PAGE 12 FOR THE FLOOR
AND RIDGE BEAM LAGGING
RIDGE BEAM SUPPORT SIDEWALL
SEE EXHIBIT D
PERIMETER SUPPORTS AT MATING LINE
( IF A SINGLE ROW OF PERIMETER SUPPORT PIERS ARE USED,
THE PIER CAPACITIES MUST BE DOUBLED).
MAY 2'5 2006
C
Federal Mobile m
Home Constructioll
And Safety Stauda ds
1. Each Module is treated as a separate unit for determining main rail -spacing. Phe width of each module
is the determining factor. Some homes may be comprised of several modules of varying widths.
Therefore the main rail spacing may be different foreach module see Exhibit 6 for spacing
requirements.
2. Perimeter support under the exterior sidewalls. and the mating line ore required for all homes, see EXHIBIT C
for spacing requirements.
3. When a model is comprised of two or more modules, where the modules meet (morr,y) will require ridge
beam support piers. See Supplement 1 for location and capacity requirements. For footing size
requirements see Exhibit F.
4. Load bearing pier support, footing and frame tie. downs shall be approved by the local enforcement
agency. See Exhibit G.
5. All pier locations required at the mating line, perimeter, shearwall; and any special pier support location, as
required by these instructions, will be identified from the factory by a pier tag, label paint or other means and must
be visible after -the home is installed. The pier designs, support loads, and footing construction sholl be as indicated
in the appropriate diagrams, tables and instructions.
REF. CALC #1 OCT 8 1999
EXHIBIT A
REVISED 5-19-06
5 Su 31.L+ SU -31
ZAAZAYMMEM HOUSE SUPPORT AND TIE DOWN SPECIFICATIONS
WESTERN HOMES CORPORATION
PERIMETER BLOCKING
(NOTE 2)
SEE EXHIBIT C
MAIN RAIL SUPPORT FOR TIE—DOWN
SEE EXHIBIT B REQUIREMENTS
(NOTE 1). SIDEWALL SEE EXHIIBIT E
UNIT ATTACHMENT —
SEE PAGE 12 FOR THE FLOOR
AND RIDGE BEAM LAGGING
RIDGE BEAM SUPPI`RT
I SEE EXHIBIT D,
Z PERIMETER SUPPORTS AT MATING LINE
SIDEWALL Federal Mobilc
Homo Constructi,
< And Safety Stands
( IF A SINGLE ROW OF PERIMETER SUPPORT PIERS ARE USED,
2'-6" MAX. TYP.
TO FIRST PIER AT ENDWALL
EACH END
94
MATING LINE
ENDWALL
L
17-1
■ ■ ■ ■ ■
! ■
■
UNIT ATTACHMENT —
SEE PAGE 12 FOR THE FLOOR
AND RIDGE BEAM LAGGING
RIDGE BEAM SUPPI`RT
I SEE EXHIBIT D,
Z PERIMETER SUPPORTS AT MATING LINE
SIDEWALL Federal Mobilc
Homo Constructi,
< And Safety Stands
( IF A SINGLE ROW OF PERIMETER SUPPORT PIERS ARE USED,
THE PIER CAPACITIES MUST BE DOUBLED).
1. Each Module is treated as a separate unit for determining main rail spacing. The width of each module,
the roof live load and perimeter support as detailed by note 2 below are the determining factors.
Some homes may be comprised of several modules of varying widlhs.
Therefore the main rail spacing may be different for.each; module see Exhibit B or Alernole Exhibit B for spacing
requirments.
2. Perimeter support under the exterior sidewalls and the mating line are required for all homes with the letter °P° at the
end of the serial number, see EXHIBIT C for spacing requirements. for., all other homes perimeter blocking is only required under the
sidewalls and maling line at each side of oil openings and doors 4'. or greater in width and all windows 6' or greater in width.
3. When a model is comprised of two or more modules, where the modules meet (marry) will require ridge
beam support piers. See Supplement 1 for location and capacity requirements. For footing size
requirements see Exhibit F.
4. Load bearing pier support, footing and frame `tie downs sholl be approved by the local enforcement
agency. See Exhibit G.
5. All pier locations required at the moting line, perimeter, shearwoll, and any special pier support location, as
required by these instructions, will be identified from the: factory by a pier lag, label point or other means and must
be visible after the home is installed. The pier designs, support loads, and fooling construction sholl be as indicated
in the appropriate diagrams, tables and instructions.
REF. CALC #1 OCT 8 1999 ALTERNATE EXHIBIT A REVISED 5-19-06
5o Su•3)A � i SU -31a
9
L
J
O9AffAF9RCR .MAIN RAIL SUPPORT SPACING
WESTERN HOMES CORPORATION FOR ALL HOMES WITH THE LETTER 'P". AT THE END OF THE SERIAL NUMBER
SPACING CENTER TO
SPACING CENTER TO : CENTER SCHEDULE AT MAIN RAIL
ROOF LIVE LOAD
20 30/40/60%80/90 PSF �- glop
SCHEDULE
10' OR LESS
MODULE WIDTH
12' %j��"'C
MODULE -WIDTH
13'
MODULE WIDTH
1
MODULE WIDTH
PIER
MAIN RAIL SIZE
MAIN RAIL SIZE
MAIN RAIL SIZE
MAIN RAIL SIZE
CAPACITY
RATING
8„ 10„ 12„
8„ 10" 1 12"
0 1 10"' -121' 12"
. 8Q" 10" 12"
. 1
2500#
6'-0"
6'-0"
6'-0'-0'
CAPACITY
6'-0"
6'-0"
6'-0
6'-0"
'6'-.. �"
6'—O'
6'-0"
6'-0"
3000#
6'-0"
7'-0"
8--O'-r6'10-0"
8"110". 12"
7'-0"
8'-0"
6'-0"
7'-0"
8'-0"
6'-0"
7'—O"
8'=0'
4000#
6'-0"
7'-0"
8'-0"—"
8, 8' 8,
7'-0"
8'-0"
6'-0"
7'-0"
8'-0"
6'-0"
7'-0"
8'-0'
SPACING CENTER TO
CENTER
SEP, 1 2 2001
SCHEDULE
AT .MAIN
RAIL
Q1�pEESS/p1,
16 MODULE WIDTH
PIER
ROOF LIVE
LOAD
e����` YO
20 P.S.F.30
P.S.F.40
P.S.F.60
P.S.F.���°
CAPACITY
F
MAIN RAIL SIZE
MAIN RAIL SIZE
MAIN RAIL SIZE
MAIN RAIL SIZE
RATING
L 7
8" 10" 12"
8" 10" 12"
8"110"
12"
8"110". 12"
OQ
qlF 0i CA\F���
2500
6' 6' 6'
6' 6' 6'
6' 6' 6'
6' 6' 6'
3000
7' 7' 7'
7' 7' 7'
7' 7' 7'
7' 7' 7'
4000
8, 8' 8,
8' 8' 8'
8' 8' 8'
8' 8' 8'
FLOOR JOIST
1
MAIN RAIL-----_
PIER
SEE EXHIBIT G
FOOTING
FOR SIZE
SEE EXHIBIT -F
-1 I PP
REF. CALC. 1JUL 6 1988
1 OCT 5 1992
3 MAR 11 1997
SIDEW?LL
MAIN RAIL SI2E
36" MAXIMUM
2"MAX. 18" MINIMUM
OR PER I
LISTING
1 12' MINIMUM GROUND
RlsdISE
SEP 1 8
Federal Mo
Home Cons"
And Safety Sta
a
D '
2ou'.
a
Mob
uClion
ndarrls
92#7 ,
EXHIBIT B REVISED 9-11-01
REVISED 2-11-98
6 SU -32
OD��OdbC�fl�L�f�C �
ALTERNATE
®
WESTERN HOMES CORPORATION MAIN RAIL
SUPPORT SPACING
FOR ALL HOMES
T THE LETTER "P" AT THE END OF THE SERIAL NUMBER
SPACING' CENTER TO CENTER SCHEDULE AT MAIN RAIL
20 PSF
30 PSF
20 PSF
30 PSF
R F LIVE LOAD
ROOF LIVE LOAD
ROOF LIVE LOAD
ROOF LIVE LOAD
10' OR LESS
10' OR LESS
16'
16'
PIER
MODULE WIDTH
MODULE WIDTH
MODULE WIDTH
MODULE WIDTH
RAIL SIZE
MAIN RAIL SIZE
MAIN RAIL SIZE
MAIN RAIL SI7_E
CAPACITY
RATING
10" 12"
8" 10" 12"
8" 10" 12"
8.1 10" 12"
2500#
(5W,")5'-6"
5'-6"
4'-8"
4'-8"
4'-8"
3'-6"
3'-6"
3'-6"
3'-0"
3'-0"
3'-0"
3000#
'—O" 6'-7"
6'-7"
5'-7"
5'-7"
5'-7"
4'-0"
4'-0"
4'-0"
3'-6"
3'-6"
3'-6"
4000#
6'-0" 7'-0"
8'-0"
6'-0"
7'-0"
7'-6"
5'-6"
5'-6"
5'-6"
5'-0"
5-0"
5'-0"
. 40
PSF
ROOF LIVE
LOAD
12'
13'
14'
16'
PIER
MODULE WIDTH
MODULE WIDTH
MODULE WIDTH
MODULE WIDTH
MAIN RAIL SIZE
MAIN RAIL SIZE
MAIN RAIL SIZE
CAPACITY
MAIN RAIL SIZE
RATING
1 8" 10" 12"
1 8" 10" 12"
1 8" 10" 1 12"
8" 10" 12"
2500#
3'-6"
3'-6"
3'-6"
3'-2"
3'-2"
3'-2"
3'-1"
3'-1"
3'-1"
2'-8"
2'-8"
2'-8"
3000#
4'-2"
4'-2"
4'-2"
3'—l0",3'
-10`3'—.l0"
3'7-8"
3'-8"
3'-8"
3'-0"
3'-0"
3'-0"
4000#
5'-6"
5'-6"
5'-6"
5'-2"
5'-2"
5'-2"
4'-10"4'-10"
4'-10"
4'-6"
4'-6"
4'-6"
NOTES:
1. FOR MAIN RAIL SUPPORT SPACING USE THE SCHEDULE ABOVE. PERIMETER SUPPORT BLOCKING NOT REQUIRED FOR ALL
HOMES WITHOUT THE LETTER "P" AT THE END OF THE SERIAL NUMBER.
2. PERIMETER BLOCKING IS ONLY REQUIRED UNDER .THE SIDEWALLS AND MATING LINE WALLS AT EACH SIDE OF ALL OPENINGS
AND COORS 4' OR GREATER IN WIDTH AND ALL WINDOWS 6' OR GREATER
IN WIDTH.
3. 16" MAXIMUM EAVES AT SIDEWALLS.
4. HOMES WITH A ROOF LIVE LOAD GREATER THAN SHOWN IN THE SCHEDULE ABOVE MUST USE AN APPROVED PERIMETER
SUPPORT SYSTEM UNDER THE SIDEWALLS AND MATING LINE WALLS.
SIDEWALL SEP 12 2001
FLOOR JOIST
ROFESS/pN
GE Y 9
��Qc�O
"� rn
oa
MAIN RAIL
MAIN RAIL SIZE
PIER
I ILL
/
36" MAXIMUM
2"MAX. 18" MINIMUM
OR PER
�j'
A I �:>1
FOOTING
�lt�%T+�dc
s E
LISi1NC
FOR SIZE 12" MINIMUM GROUND
SEE EXHIBIT F
♦ i
_
.SEP 1 8 20U1
'
a.z
III—III—III—III—
-1 I I=1 I I—III—I '
• ��� Fct:�c.r�I1Ar:I�1•.i
,,". Hum•; Constru,,tiun
�—Arq;
REF. CALC. #1 SEP 6 1995
#3 MAR 11 1997 ALTERNATE
landis
� Ann Safely tiwi
R R
EXHIBIT u RE%ASED 9-11-01
2-11-98
REVISED
6a 31jarl1"•0Z 5U -1'D2
679A =50 W9 PERIMETER SUPPORT BLOCKING DETAILS
WESTERN HOMES CORPORATION FOR ALL HOMES NTH THE LETTER "P" AT THE END OF THE SERIAL NUMBER
NOTES:
1. Perimeter support under the exteriors' IIs and t
'all "P"
I
PIER
CAPACITY
RATING
2500
required for homes with the lette t the en
tte 'e
_
MODULE WIDTH
2. All openings over 30" require a suppor at each Sid
.5
pm
2x6 4x6 6x6 2x6 4x6 6x6 2x6 4x6 6x6 2x6 4x6 6x6
3. 24" Maximum eaves at sidewalls.
8 0l
4'-6' 4'-]. 4'-). 4' 0' 4' I° 1'-1' )'-10' 3'-10' 3'-10' 3' 8' 3'-8' 3'-8'
4. If a single row of perimeter support piers are used
the mating line,
3000
the pier capacities as shown in the schedules below
t be Fdibutbt"
80 P.S.F. ROOF LIVE LOAD
SPACING CENTER TO CENTER SCHED
And Safety5tandards
20 P.S.F. ROOF LIVE LOAD r, 11
30-P.S.F. ROOF
LIVE LOAD
PIER
MODULE WIDTH %3
PIER
MODULE
WIDTH
12'
OR
13
14'
12' 13' 14'
CAPACITY
CAPACITY
RATING
LOESS
RATING
OR LOESS
2x6 4x6 6x6 2x6 4x6 6x6
2x6 4x6 6x6
2x6 4x6 6x6
2x6 4x6 6x6 2x6 4x6 6x6 2x6 4x6 6x62500
2500
8' 8' 8' 8' 8' 8'
8' 8' 8'
8' 8' 8'.
*46
6'-10' 6'-11' 6'-1}' 6'-6' 6'-8' 6'-8' 6'-3' 6'-4' 6'-4'3()o
8RRRRR
R' R' R'
R' R` R'
innu
6_I R' R' 6'-I;' 1'-7' R' R'_;' i_d' 1'_R'1
SPACING CENTER TO CENTER SCHEDULE
40 P.S.F. ROOF LIVE LOAD
60 P.S.F. ROOF LIVE LOAD
PIER
CAPACITY
RATING
2500
MODULE WIDTH
PIER
CAPACITY
RATING
2500
_
MODULE WIDTH
OR 0' 12' 13' 14'
OR 0 SS 12 13' 14'
2x6 4x6 6x6 2x6 4x6 6x6 2x6 4x6 6x6 2x6 4x6 6x6
26146 166 26 46 6x6 26 46 6x6 26 46 66
6'-4'6'-S' 5-2'
4'-6' 4'-]. 4'-). 4' 0' 4' I° 1'-1' )'-10' 3'-10' 3'-10' 3' 8' 3'-8' 3'-8'
3000#
6'-0' 6'-3'
3000
1-0' 8'-6' 8'-0'
SPACING CENTER TO CENTER SCHEDULE
80 P.S.F. ROOF LIVE LOAD
90 P.S.F. ROOF LIVE LOAD
PIER
CAPACITY
RATING
3000
MODULE WIDTH
PIER
CAPACITY
RATING
3000
MODULE WIDTH
OR 0' 12' 13' 14'
OR 0' 12' 13' 14'
2x6 4x6 6x6 2x6 4x6 6x6 2x6 4x6 6x6 2x6 4x6 6x6
4x6 6x6
2x6 4x6 6x6 2x6 4x6 6x6 2x6 4x6 6xAS
3'-6' 4'-I' 4'-1" 3'-I' 3'-8' 3'-8' 3'-5' 3'-S' 1-1 S-3'
3'-g' 3'-g° 3'-4' 3'-4' 3'-1° 3'- 0' 3' 0'
4000
S-6914'- Il5'113'- ilS-81 4' -II' 3'-5' 4'-8' 3'-3'4'-6'
4000
SPACING CENTER TO CENTER SCHEDULE
16 MODULE WIDTH
PIER
ROOF LIVE LOAD
CAPACITY
RATING
20 P.S.F.30
P.S.F.40 P.S.F.60
P.S.F.
2500
264666
264666 26 46 6x6
26146 6x6
1'-0' 8'-6' 8'-0'
S'-6' 6'-6' 8'-0' 4'-6' S'-4' 8'-0'
3'-4' 3'-8' 5-5'
3000
1-0' 8'-6' 8'-0'
S-6' 6'-6' 8'-0' 4'-6' 5-4' 8'-0'
3'-4' 3'-8' 5.5
4000
]'-0' B'-6' 8'-0'
S'-6' 6'-6° 8'-0' 4'-6°
REF. CALC. #1 JUL 6 1988
#1 OCT 51992 EXHIBIT C
//3 MAR 1 11 1997
SEP 1 2 2001
su-
REVISED 9-11-01
REVISED 2-11-98
U-33
OOASOdNIMER M) PERIMETER SUPPORT BLOCKING DETAILS
WESTERN HOMES CORPORATION
L, --MATING LINE
MANUFACTURED PERIMETER PIER
CAP BLOCK
1" NOMINAL WOOD OR
4" CONCRETE CAP WOOD WEDGES
8"x8"x16" HOLLOW FOOTING
CONCRETE BLOCK PIER (SEE EXHIBIT F)
Q Q Q (PIER TO DIST) E CENTERED
ON
(2) 2 x 6 x S-0" #2 H.F. MIN.2'-6�
BLOCK ® EACH PIER. FASTEN 2 x.6
FIRSTMAX. To CONCRETE BLOCK PERIMETER PIER
F
FIRST PIER ® TOGETHER W/10d NAILS ®6" O.C. (SINGLE ROW -SEE NOTE 4 ON PAGE 7)
EACH END OR 6 x 6 x 3'-0" #2 S.P.F. OR
4 x 6 x 3'-0" . #2 D.F. (CENTER
BLOCK ON PIER & SUPPORT A
MINIMUM OF THREE (3) JOISTS).
I NOTE: FASTEN THE DBL. 2x6 TO
EACH JOIST WITH 1-16d
�NAIL TOE -NAILED. �
Ie --MATING LINE (e --MATING LINE
OR OR
SIDEWAL SIDEWALL
8" MAX.
CAP BLOCK WOOD WEDGES
1" NOMINAL WOOD OR 8" MAX. 2" MAX. OR PER LISTING
4" CONCRETE CAP t�
SEE NOTES 1 do 2 , TYP. APPROVED
EXHIBIT G SUPPORT PIER.
(PIER TO BE
CENTERED
FOOTING '-00TING ON JOIST).
8"x8"06" HOLLOW �� (SEE EXHIBIT F) (SEE EXHIBIT F)
CONCRETE BLOCK PIER 1�►
(PIER TO BE CENTERED
ON JOI I I I 1 1 EI� I
EESsl GROUND LINE
YO9! ONCRETE BLOCK PE .I�rI W -11
I ;:t .:. FACTURED PERIMETER PIER
SIDE VIEW �?1? !' SIDE VIEW
m 1icr, V 1SED
-0L
SEP 1 8 206i
N � � Ir—MATING LINE
O Home �: „n:;;r.:clirn
-Y Asin t,e ery sliV n nis
CONCRETE BLOCK PERIMETER PIER 2' MAX. OR PER LISTING
TYP. APPROVED
SUPPORT PIER..
(PIER TO BE
CENTERED
jj j FOOTING ON JOIST).
_l (SEE EXHIBIT F)
GROUND LINE
H MANUFACTURED PERIMETER PIER
(SINGLE ROW—SEE NOTE 4 ON PAGE 7)
2•-6" MAX. 70
FIRST PIER ® EXHIBIT REVISED 9-11-01
EACH END REVISED 2-11-98
7a 9Uw33A*2 SU -330
4
r
OOAROWEREREW(g) TYPICAL RIDGE BEAM & MARRIAGE WALL SUPPORT DETAILS
WESTERN HOMES CORPORATION
16- MAXIMUM
8" MINIMUM TSP, PIER —
(SEE NOTE 1
T=�= & EXHIBIT G)
_MAX. RIDGE BEAM SUPPORT —
POST AT MATING LINE
FLOOR RIM JOIST
(2) 2x6x2'-0' #2
H.F. MIN. BLOCK.
fFi FASTEN 2x6
TOGETHER W/lOd
NAILS ® 6" O.C.
OR 6x6x2'-0" si
t— - POST AT MATING LINE T-
S.P.F. OR 2"MAX.OR
END WALL
Ef. Pao l�Lr�`.,O::J'..:?•�iG
(2( 2x6xl2
OR 4x6xl2"
LISTING
(CENTER BLOCK.ON
SAME MAT.
PIER & MATING
FASTENING
LINE)UM
AS SHOWN
TYPPIER--
GROUND
2"MAX. „ AT RIGHT 2'MAX.
I
OR PERS CENTER OR PER
OF FLOOR
LISTING I'�+ BLOCK ON LISTING
NO.
.� PIER
16- MAXIMUM
8" MINIMUM TSP, PIER —
(SEE NOTE 1
T=�= & EXHIBIT G)
_MAX. RIDGE BEAM SUPPORT —
POST AT MATING LINE
FLOOR RIM JOIST
(2) 2x6x2'-0' #2
H.F. MIN. BLOCK.
fFi FASTEN 2x6
TOGETHER W/lOd
NAILS ® 6" O.C.
OR 6x6x2'-0" si
6•• MAXIMUM
18" MINIMUM
FOOTING
SINGLE PIER SUPPORT AT SEE SUPPLEMENT p 1 FOR THE LOAD MIN. MITTED DIMENSION��
END WALL AS SHOWN FOR CAPACITY REOUIRED AND EXHIBIT F (PERBY PIER
DOUBLE PIER SUPPORT AT SINGLE PIER FOR CAPACITIES TO 6000 POUNDS PHYSICAL SIZE) DOUBLE PIER
END WALL USE 24' BLOCK SUPPORT 49 FOR LOAD UCAPACITIES OPLEMENT GREATER31 OR �THAN SUPPORT • .
WHEN A RIDGE BEAM COLUMN SUPPORT AND A PERIMETER SUPPORT ARE LOCATED AT THE SAME POINT, THE PERIMETER
SUPPORT LOAD WOULD BE ADDED TO THE RIDGE BEAM SUPPORT LOAD AND THE FOOTING SIZED FOR THAT COMBINED LOAD.
THIS IS NOW PRIMARILY A RIDGE,BEAM SUPPORT, THE WOOD BLOCK SHOWN ON TOP OF THE PERIMETER PIER IN THE
DRAWING ON PAGE 7A IS REOUIRED WHERE THE COLUMN SUPPORT IS LOCATED DIRECTLY UNDER THE TWO RIM JOISTS.
WHEN THE PERIMETER SUPPORT FALLS AT THE SAME LOCATION AS THE RIDGE BEAM COLUMN SUPPORT IT MAY BE MOVED
.•-_AUD..A PERIMETER SUPPOET.ADDED TO KEEP THE SAME SPACING OR LESS AS CALLED FOR ON PAGE 7 EXHIBIT C.
1. See supplement no. 1 for exact placement and requirements.
o® � RIDGE BEAM SUPPORT PIERS
-nom 1 fX1.1014 -:
S.P.F. OR 2"MAX.OR
Ef. Pao l�Lr�`.,O::J'..:?•�iG
PER
4x6x2'-0" #2 D.F.
=:.'� R 2lA F V 1 11;
AUG 2 8 2002
LISTING
(CENTER BLOCK.ON
PIER & MATING
LINE)UM
36" MAXIM
TYPPIER--
GROUND
1, 8" MINIMUM
1- f� 11
I
(SEE NOTE 1
& EXHIBIT G)
6•• MAXIMUM
18" MINIMUM
FOOTING
SINGLE PIER SUPPORT AT SEE SUPPLEMENT p 1 FOR THE LOAD MIN. MITTED DIMENSION��
END WALL AS SHOWN FOR CAPACITY REOUIRED AND EXHIBIT F (PERBY PIER
DOUBLE PIER SUPPORT AT SINGLE PIER FOR CAPACITIES TO 6000 POUNDS PHYSICAL SIZE) DOUBLE PIER
END WALL USE 24' BLOCK SUPPORT 49 FOR LOAD UCAPACITIES OPLEMENT GREATER31 OR �THAN SUPPORT • .
WHEN A RIDGE BEAM COLUMN SUPPORT AND A PERIMETER SUPPORT ARE LOCATED AT THE SAME POINT, THE PERIMETER
SUPPORT LOAD WOULD BE ADDED TO THE RIDGE BEAM SUPPORT LOAD AND THE FOOTING SIZED FOR THAT COMBINED LOAD.
THIS IS NOW PRIMARILY A RIDGE,BEAM SUPPORT, THE WOOD BLOCK SHOWN ON TOP OF THE PERIMETER PIER IN THE
DRAWING ON PAGE 7A IS REOUIRED WHERE THE COLUMN SUPPORT IS LOCATED DIRECTLY UNDER THE TWO RIM JOISTS.
WHEN THE PERIMETER SUPPORT FALLS AT THE SAME LOCATION AS THE RIDGE BEAM COLUMN SUPPORT IT MAY BE MOVED
.•-_AUD..A PERIMETER SUPPOET.ADDED TO KEEP THE SAME SPACING OR LESS AS CALLED FOR ON PAGE 7 EXHIBIT C.
1. See supplement no. 1 for exact placement and requirements.
o® � RIDGE BEAM SUPPORT PIERS
-nom 1 fX1.1014 -:
DATE: -. -
Ef. Pao l�Lr�`.,O::J'..:?•�iG
=:.'� R 2lA F V 1 11;
AUG 2 8 2002
ATJORTS
KBWEEN
BE EEN
PLAN
LOCATE SUPPORT PIERS FROM REAR
ROOF L040 P.S.F.
OF FLOOR
UMTS
NO.
1 2-1 3 4 S T 6 7 B 9 10 11 1 12
'
LOCATION
A
LOAD Al 20 P.S.F.
9
LOAD AT 30 P.S.F.
LOAD AT 40 P.S.F.
LOAD AT 60 PSF.
AD AT 20 PS.F.C
rLOCATION—
AD AI 30 P.S.F.
AD AT 40 P.S.F.
AD AT 60 P.S.F.
LOCATION
LOAD AT 20 P.S.F.
SLOAD
AT 30 P.S.F..--
LOAD AT 40 P.S.r.
LOAD AT 60 P.S.F.
�� naleel 1 npilvelnDl D•erin9 ,rorl D•1"e•n In•a• aupDerl•, AOelilenol
-VW -d" rne" l a• .e0s.
Pr RS o • SEr-IW
1.0
SYppIEYEN, ND. 1
IT"
SUPPLEMENT # 1
REF. CALC y1 OCT 8 1999 EXHIBIT D
8
*%M• o
8 1&
REVISED 8-2-02
REVISED 9-11-01
REVISED 4-28-00
REVISED 7-30-99
REVISED 2-9-98
SU -34
OO&,90jVgpgp0r TIE DOWN SPECIFICATIONS
WESTERN HOMES CORPORATION (WIND ZONE 1 )
SIDEWALL
MAIN CHASSIS
BEAM
TYPICAL END INSTALLATION
ONE TIE DOWN AT EACH END OF
EACH MAIN CHASSIS I -BEAM
ENDWAII _ - - - __E--IIATING LINE - -
ENDWALL
MAXIMUM A
2'-0" FROM
EACH END
OF MODULE t A L_
(NOTE 5)
4 4' O.C. (TYP.) W to 60° ANGLE SEE NOTE 6
8' 8' O.C. (TYP.) 40* to 60 -ANGLE SEE NOTE 7
REVISED
,viii, 1 2003
F4j9rR! Mobile
1:I: T1Q v;i�S1TLICiD1
:1-d 5ateiy Z-tand-i.%iS
TIE DOWN NOTES, SPECIFICATIONS AND INSTRUCTIONS
1. The plan view above depicts o double wide home. All exterior sidewalls require lire down's regardless of the quantity of modules in a home [single (1), tale (3), T -Model (3-4)1
2. Any lie down strap and anchor may be use, they should be certified by o professional engineer, archilecl, or listed by a noNnally recognized lesling laboratory as to their resistance,
based on the maximum angle of diagonal tie, angle of anchor installation and type of soil in which the anchor is to be installed. Anchors also should be embedded below the frost
Iine, at least 11 inches above the water table, installed to their full depth and stabilizer plates should be installed to provide added resistance to overturning or sliding forces,
in accordance with testing procedures in ASTM Standard Specification 03953-91, Standard Specification lar Stroppirng, Flat Site! and Seals.
3. Anchoring equipment shall be capable of resisting an allowable working load equal to or exceeding 3,150 pounds and shall be capable of withstanding o 50 percent overlood
(4,715 pounds told) without failure of either the anchoring equipment or the attachment point on the manufactured home.
4.Anchoring equipment exposed to weathering shall hove a resistance to weather deterioration at least equivalent to that provided by o coating of zinc on sled of not less than
0.30 ounces per square loot of surface coaled, and le accordance with. (1) 911 or cul edges of zinc -pooled sled strapping do not need to be zinc coaled. (2) Type 1, Finish B,
Grade 1 sled strapping, 11/4 inches wide and 0.035 inches in thickness, certified by a professional en-:..eer or architect as conforming with ASTM Standard Specificalim 03953-91,
Standard Specification for Stropping, flat Steel and Seats.
5.All lie down straps that wrap around the main chassis I-beam shill use a strap bearing dip. These clips provide o large radius bend to prevent the tie down strap from
prematurely (ailing at the sharp I-beam flange edges. Advanced Conneclor Systems at 800-462-6119 is one such source la this type of slrap bearing clip.
6.Use this tie down spacing for units with maximum 10'-Y exterior walls and 19.9 degrees or less roof Slope or to include offset units with the mating wall exposed ID wind and
14'-0" total height i.e.: floor + wall + roof. Also to include units with 20 degrees or more roar( slope and a maximum told heir`! c( 14'-0'.
7.Use this lie down spacing for units with maximum 8'-0' exterior wdis and 19.9 degrees or less roof Slope.
8. Use one lie down at each end of each moin chassis I-beam, see plan view above, attach the the strap to the main chassis I-beam bracket, see section 'B' -•B' below.
END ALL
�@I,4�FSIDEWALL BRDOWN STRAP LOOPED THROUGH
BRACKET
V FLooR
AVHT PLATE
2004 SYSTEMS TO
RESIST MIN. OF
4725 LB. IN TE
VIL RAIL SIZE
36MAXIMUM APPROVED
\\ i8 MINIMUM GANCH�{OI�ORNO
TiE DOWN STRAP / 12- MINIMUM t0•
WRAPPED AROUND 60•
MAIN ASSIS BEAM
1M TH STRAP BEARIN
CLIP HAND BENT
AROUND I -BEAM
-1 I I_I I I—III—I
SEEEXHIBIT G FOR GROUND ANCHORS MUST BE LOCATED SO THEY 00
TYP. APPROVED PIER
AND FOOTING NOT INTERFERE WITH THE SKIRTING WALL.
Qp-CTInN "A"—"A"
FLOOR
36-
18- MINIMUM
IMAIN RAIL SIZE I MAIN RAIL
MAXIMUM
I I APPROVED
.SECTION "B" -"B"
12" MINIMUM GROUND
1 I 45 ANCHOR
REF. CALC. q2 JUL 6 1988 #1 OCT 8 1999
#1 OCT 2 1988 #1 DEC 8 1992 EXHIBIT E
#1 JAN 25 1990 #1 APR 27 1994
SKIRTING WA;..
.SECTION "B" -"B"
REVISED 5-19-03
UIIIIII,,35log
REVISED 9-11-01
RESED 7-30-99
REUSED 2-11-98
9 SU -35
OO��Od�IC�D�CO� ® FOOTING SIZE SCHEDULE
WESTERN HOMES CORPORATION
SEE CHART 6" MIN. -ACTUAL
BELOW FOR
SIZE THICKNESS PER LOCAL
CODE REQUIREMENTS.
SEE FOR SIZE
BELOW MIN. SIZE
OF PIER
BASE -�
SINGLE
WOOD FOOTING
All pressure treated wood+
(UBC Std. 25-12 ) or redwood
MULTIPLE
CONCRETE .FOOTING
2000 PSI 0 28 day strength .
(precast or poured in place)
REQUIRED
PIER LOAD
MINIMUM FOOTING SIZES
(1) OR EQUAL AREA (SQUARE
INCHES)
CAPACITY
POUNDS
(LBS.)
1000
ALLOWABLE
PSF 1500 PSF
SOIL BEARING
2000 PSF
VALUE
2500 PSF
3000 PSF
1000
167.
110.
82.
65.
54.
1200
197.
130.
97.
77.
64.
•1400
228.
149.1
111.
88.
74.
1600
258.
169.
126.
100.
84.
1800
289.
189.
141.
112.
93.
2000
318.
209.
155.
124.
103.
2200
349.
229.
171.
135.
112:
2400
379.
249.
.185.
147.
123.
2600
410.
268.
199.
160.
133.
2800
440.
288.
215.
171.
142.
3000
470.
309.
229.
183.
152.
3200
3400
501.
531.
328.
348.
245.
259.
'94.
207.
161.
171,
3600
562.
368.
273.
218•
182.
3800
592.
387.
289.
230.
191.
4000 ._
622.
406.
303.
241.
201.
4200
652.
428.
318.
254.
210.
4400
683.
447.
333.
265.
?Q,
4600
713.
467.
347.
277.
yr
4800
744.
487.
363.
288.
5000
773.
507.
377.
300.
5200
804.
527.
392.
312.
5400
834.
547.
407.
t4.
5600
865.
566.
421.
335.
�.
5800
895.
586.
436.
347.
6000
925:
607.
451.
• 359.
�$®.
SEP 12
r. �nl. .��n�• a
ZEV BEE
6EP 1 8 2001
Feiw a1 tAr,blu
Home Conslnlciinn
And Salery Standards
the tooting may be any size it it complies with the minimum square inches
above, and a length to width ratio not to exceed 2.5 to i.; maximum pier
weight equals 100 lbs. and maximum footing weight equals 50 P.S.F.
REF. CALC. #3 JUL 6 1988 EXHIBIT F RE9-11-Ot
REVVISISED ED 2-11-98
10 JIU dr rp.06 SU -36
01
LOAD BEARING SUPPORTS
WESTERN HOMES CORPORATION
2' MAXIMUM OR PER LISTING
^^"'ACT PAC
RISER
CONCRETE
1IBLE NL
(IF REQ'
IER BODI
FOOTING
1 EXHIBI
METAL
MANUFACTURED PIERS
A. A manufactured load bearing support pier shall be listed by an approved
agency and identified as being approved.
B. The pier may vary in its load bearing capacity 0wh abel6bowing its capacity.
CAP BLOCK
1" NOMINAL WOOD OR
4" CONCRETE CAP
CONCRETE 13LOMCPIER U
Federal Mobile
ACRETE
Home Construction'x16" HOLLOW
CAP BLOCK BLOCK
1" NOMINAL WOOD OR
4" CONCRETE CAP,
AMAIN RAIL MAIN RAIL
OD WEDGES 36.MAXI�AUM18 MINIMUM WOOD WE[
FOOTING8'xB'x16' HOLLOW12" MINIMEE EXHIBIT F) ; CONCRETE BLOCK ' (E FOOTING
771
FRONT VIEW SIDE VIEW FRONT VIEW
1. 8"x8"x)6' HOLLOW CONCRETE BLOCK, ASTM C90-70 (GRADE N) MINIMUM.
BLOCKS WILL BE STACKED SO THAT THE CELLS ALIGN VERTICALLY.
MAXIMUM LOAD 8.000 LBS.
2. WHEN WOOD WEDGES OR SHIMS ARE USED FOR HEIGHT ADJUSTMENTS.
THE WEDGES SHOULD BE AT LEAST 4' WADE AND 8" OR 16' LONG (FULL
LENGTH OF MAIN RAIL ON CAP BLOCK).
EXHIBIT G
SIDE VIEW
to
SU - 37.2
4 Z79ASWERCREM, MODULE CONNECTION
WESTERN HOMES CORPORATION -
v USE LAG SCREWS FOR HIP &RIDGE CAP OR
RIDGE BEAM CONNECTION
USE ALTERNATING PATTERN SHINGLES PER SHINGLES USE LAG SCREWS FOR
(SIDE TO SIDE). MFG.'S INSTALLATION RIDGE BEAM CONNECTION.
SEE SCHEDULE FOR SPACIN , INSTRUCTIONS FASTEN FROM ONE SIDE
AND NOTE 1. FAS SHOWN. SEE SCHEDULE
f-- #15 FELT OR FOR SPACING AND- NOTE 1.
A STARTER STRIP
SHINGLES 3" PLYWOOD SHINGLES
DECKING
RIDGE BEAM OR
RIDGE 2x MATERIAL AT
BEAM TOP OF ROOF
15# 7 FELT _..
LIFT LAST SHINGLE ON CENTER
MODULE ,INSTALL 15# FELT OR
"PLY–DRY PAPER AND ONE ROW
OF SHINGLES PER SHINGLES MFG'S.
INSTALLATION INSTRUCTIONS.
RIDGE
BEAM
ROOF
DECKING
i
RIDGE BEAM & FLASHING CONNECTION FULL ROOF MODULE CONNECTION
IF THE RIDGE BEAM IS EXPOSED TO THE INTERIOR OF THE HOME FIX ANY HOLE OR PENETRATION LARGER THAN 1" AND
IT SHOULD BE FASTENED TOGETHER WITH #10x3" WOOD SCREWS GAPS BETWEEN RIDGE BEAMS GREATER THAN 3/4" WITH
AT 24" O.C. OR 5/16" or 3/8"x 3" LAG SCREWS USING PRE DRILLED 30' GAUGE GALVANIZED SHEET METAL.
PILOT HOLES ® 36" O.C.
MODULE
WIDTH
RIDGE BEAM AND FLOOR LAGGING SCHEDULE
LAG SCREW SIZE 20 PSF 30 PSF 40 PSF 60 PSF 80 PSF 90 PSF
ALL24"
24" 24" 24" 24"
1
3/8"x 7" 32" 32" 32" 32" 32" 32"
ALL LAG SC BEI STALLED USING PRE DRILLED PILOT HOLES,
EQUAL TO 1/2 OF THE LAG SCREWS -DIAMETER.
T—MODEL SPECIAL RIDGE
BEAM CONNECTION
Wo Im
I
0 I o livi5
m AY 2 5 20
AbHING ANU bLALANI
USE LAG SCREWS FOR
RIDGE BEAM CONNECTION.
FASTEN FROM ONE SIDE
AS SHOWN. SEE SCHEDULE
FOR SPACING AND NOTE 1.
Federal Mobile m
Me
Censtructiou
Aad Safety Standards
NOTES: 1. Each module is self–supporting. Therefore o gap between ridge ber.r;s is allowable. For Bops less than
3/4" fill with insulation. For gaps greater than 3/4" use wood s-irns and increase the log screw by the
gap width.
2. For end wall to end wall or exterior wall to end wall fastening see Home Installation Manual page 16.
3. For multiple – sectional homes air infiltration abatement see Home Installation- Manual page 16o.
4. For mating line wall to mating line wolf fastening see Home Installation Manual page 16a.
FLOOR MATING LINE
RIM JOIST
00 NOT USE LAG SCREWS TO PULL THE
MODULES TOGETHER.
T T
/— USE LAG SCREWS FOR FLOOR CC NIOrCTION.
ALTERNATING PATTERN (SIDE TO iOE).
SEE SCHEDULE ABOVE FOR SPACING,
AND LAG SCREW SIZE.
EACH MODULE IS SELF–SUPPORTING.
THEREFORE v GAP BETWEEN RIM JOISTS IS
ALLOWABLE. = LR GAPS LESS THAN 3/4" FILL
WITH INSULATION OR CARPET PAD. FOR GAPS
GREATER THAN 3/4" USE WOOD SHIMS AND
INCREASE THE LAG SCREW BY THE GAP WIDTH
REF. CALL. #1 MAR 27 1990 MUL IPLE SEC ION FLOOR CONNECTION
#1 DEC 12 1995 REVISED 5-19-06 NDS 2001
REF. CALC . 1-51a-�zqgo .�, 12 . SU*38, (a SU -38
m
00®�OdIC�f1�C�f 'UTILITY CONNECTIONS
WESTERN HOMES CORPORATION
The gas crossover connection Is a quick disconnect
device which Is designed to provide a positive seal of
thesupply side when the device is separated. To
make the connection, remove dust plug and cap, and
couple the two fittings. DO NOT USE TOOLS TO
SEPERATE THE OUICK DISCONNECT DEVICE.
FUEL GAS SYSTEM CROSSOVER
—.11t-
10
Use factory -supplied approved coupling for drain
line connection. If drain lines are subject to freezing,
wrap them with 1' fibergldss Insulation. Check all piping
for approplote slope to outlet.
DRAIN LINE VER
TAG IDENTIFIES FRESH RIB V ISE U
WATER CONNECTIONNgI
R 3 1994
SUPPLY CONNECTION MAY BEXTENDED TO REACH HOUSEINLET PER LOCAL PLUMBING nra n e
CODES e IruClfon
A MASTER SHUT-OFF
VALVE MUST BE
INSTALLED IN THE
SUPPLY LINE. (NOT
PROVIDED BY MFG.) LISTED 3/4" FLEX
NOTES: CONNECTER
1. Be sure the filling marked " fresh water connection ' i
is used. The water piping system maybe equipped with
capped drain outlets and a water heater relelf outlet,
which could be mistaken for the proper connection.
2. The water system should be pressure tested after
hook-up. THIS SYSTEM IS DESIGNED FOR AN INLET WATER
PRESSURE OF 80 P.S.I. IF THE LOCAL WATER PRESSURE
IS MORE THAN 80 P.S.L. A PRESSURE REDUCING VALVE
MUST BE INSTALLED. (This valve Is not supplied by mfg..)
3. All exposed water pipes subject to freezing, including
supply and crossover connections. Must be wrapped
with 1' minimum fiberglass Insulation. An electrical' outlet
Is provided near the water supply Inlet which Is
specllleolly Intended for connection of heat tape to
protect the water supply connector from freezing.
USE ONLY HEAT TAPE LISTED FOR USE WITH MOBILE
HOMES.
WATER SUPPLY CONNECTION
13
TAG IDENIIFIES GAS CONNEC71ON
LOCATION. THE TYPE OF FUEL GAS THE
SYSTEM IA DESIGNED FOR, AND THE
PROPER SIZE LISTED MOBILE HOME
GAS SUPPLY CONNECTOR TO BE USED.
FACTORY SUPPLIED,
LISTED, MOBILE HOME
,GAS CONNECTOR
SUPPLY CONNECiiu
EXTENDED TO R
HOUSE INLET PELOCAL CODES
SITE GAS SUPPLY,
METER. OR FUEL
GAS TANK
NOTE:
The system should be pressure tested after
hook-up. This system Is desighned for a pressure
of 7-14 Inch water column (1/4'-1/2" P.S.I.)
FUEL GAS CONNECTION
Sections of drain line which may be damaged in
transit are shipped loose with the home. These
preassembled sections must be attached to the
drain system M the some manner as the factory
Installed drain before site hook-up.
3" DRAIN CONNECTOR
FURNISHED BY INSTALLER. APPROVED COUPLING
USE CONCRETE BLOCK
SUPPORTS AND PROPER
SLOPE TO SEWER.
EXPOSED DRAIN
IES ARE SUBJECT
FREEZING THEY
OULD BE WRAPPED
M 1' MIN. FIBER- DRAIN OUTLET
ASS INSTALLATION. OF HOME
- 1 �— SITE SEWER -INLET
NOTE:
Proper drain line slope for all parts of the drainage
system not Installed at the factory Is 1/4' per foot
or 1/8' per foot with full size cleanout at uppper
end of the effected piping.
DRAIN SYSTEM CONNECTION
W Q
xmxlw7r�mwiil
For polybutylene crossovers, remove dust cap and plug,
and connect as shown. Hot and cold Imes are color
coded to assure proper conncctlon. For galvanized
piping systems, use factory supplied flex water
connectors. If crossover Is subject to freezing
wrap It with t" fiberglass insulation.
WATER SYSTEM CROSSOVER
SU -39.1
.l
ELECTRICAL FIELD HOOK-UP'
WESTERN HOMES CORPORATION
APPROXIMATELY ATTACH CONDUIT TO JUNCTION
SIZED JUNCTION BOX WITH LOCK NUT PROVIDED
BOX
r— CROSSOVER CONDUI
CONNECT APPROPRIATE CIRCUI�V4RES
PER COLOR CODING.(USE WIRE NUTS
PROVIDED). REPLACE BOX COVER.
NOTE:
Check to assure crossover junction box and exterior
siding grounding wires are secured to bonding connector
on chassis.
TYPICAL CROSSOVER
MARRIAGE LINE
APPROXIMATELY SIZED
APPROVED NONMETALLIC
EO CABLE
CONNECTOR
/
CONNECTOR
60.�
REMOVE ACCESS PANEL AND CONNECT
CABLE CONNECTOR (MALE TO FEMALE
PLUG). SECURE CONNECTOR TO FLOOR
JOIST WITH 4d NAILS THROUGH.
MOUNTING HOLES. REPLACE ACCESS P.
ALTERNATE CROS
JUNCTION BOX
COLOR COOED
NARES --.,
GLo Federal
(BU l:Gm Ca:
GROUND CONNECTORS \ ATTACH FIXTURE
WIRE NUT J—BOX
EXTERIOR LIGHT CONNECTION
REVISED 4-22-98
14
APPROXIMATELY
JUNCTION BOX
REMOVE ACCES
APPROPRIATE CIRCUIT WIRES PER
COLOR CODING. (USE WIRE NUTS
PROVIDED). REPLACE BOX AND
�p6�$SS COVER.
��M ALTERNATE CROSSOVER
MARRIAGE LINE
ST FOR �-
• FEMALE WIRECOMN
CONNECTOR
TO BREAKER /
PANEL
' I
I
MALE WIRECOMN STEEL WIRE
CONNECTOR PROTECTORS
'SHIPPED LOOSE
REMOVE ACCESS PANEL AND INSERT FOR F{
THE MALE WIRECON CONNECTOR INSTALLLAA
TION
INTO THE FEMALE WIRECON CONNECTOR.–
USE SCREWS FROM MALE CONNECTOR TO
JOIN BOTH CONNECTORS TO FLOOR JOIST.–
REPLACE ACCESS COVER.
ALTERNATE CROSSOVER
r
Z79AZAVERCR CLOSE-UP & FINISH DETAILS
WESTERN HOMES CORPORATION
MULTIPLE -SECTIONAL HOMES
AIR INFILTRATION ABATEMENT
11 CAUTION
When a home is comprised of two or
more modules special care must be takers
to ensure that the marriage line joint will
resist air infiltration and minimize condensation.
On one module install a strip of carpet pad
or fiberglass (provided) at the ceiling. end
walls and floor marriage line. Do not place
this material where -it could obstruct the
utility connections between modules.
After all modules are married, check all
marriage line joints for ga1,_ where air
infiltration may occur, fill any found with
carpet pad or fiberglass strips.
MATING LINE.
WALL TO MATING LINE
WALL FASTENING
METHOD #1
rMARRIAGE LINE
TRANSVERSE
TRANSVERSE
MATING WALL
MATING WALL
METHOD #2
MARRIAGE LINE
TRANSVERSE
MATING WALL
#8 X 3" WOODSCREW
TOE SCREWED @ 12'• O.C.
OR
LONGITUDINAL
j/10 x 3" WOODSCRE W
TOE SCREWED @ 24" O.C.
OR
MATING WALL
5/16" or 3/8"x 3" LAG SCREW
USING PREDRILLED PI1_OT
HOLES
TOE SCREWED @ 36" O.C.
I��tvIARRIAGE UNE
METHOD #3
® Mwe
LONGITUDINAL
W R U3V I atj' E D
v
MATING WALL
>
T
LONGITUDINAL
� MAY 2 5 2006
0
MATING WALL
I
LL
101— Federal Mobile
1l
Home Censtructiou
And Safety Standards
REVISED 5-19-06 NDS 2001
REF rF,LC �`5/2so6� 16a Sty• VZ'01• 2.SU-42a
c
1
OD��OdNIC�(�0� SHIPPED LOOSE ROOF JACKS
WESTERN HOMES CORPORATION
RAIN CAP SPARK
ARRESTER
SEALED AND
pp CAPED FOR STORM
00 TRANSIT COLLAR
ADAPTER '
SITE INSTALLED STORM COLLAR
TRIPLE WALL
PIPE
FLASHING
FIREPLACE
INSTALLED .
ON SITE
1
1 FLUE GASES
COMBUSTION
AIR
SEALED AND
I
CAPPED FOR
TRANSIT
II
I
II
III III
I I
FLANGE MUST
EXTEND THRU
CEILING A
MINIMUM OF
1 INCH
FURNACE
OR WATER
HEATER
.vised 2-3-2005
17
NOTES:
1. Sometimes it bscomes necessary to complete instal—
lotion of the roof jockfossemblies of furnace, water
heaters and fireplaces. Shown are pictorial represen—
tations of typical, furnace and fireplace roof jock
ossemlies.
2. In all cases the assemblies are completed at least thru
the roof. The pipe is then capped end sealed for the
transit condition.
3. All parts necessory to complete the field installation of
the roof jacks have been shipped loose with the
home.
4. Cbmpleted installotion must be done with the com—
ponents provided and in accordance with the pro—
ducts manufacturer's installation instructions provided
with each appliance.
5. Check all roof vents and stocks for sealant crocks,
reseal if necessory.
UJ gEVISED'
CCnEEB ' 03 2005 0,
a fedora! nn. r cu.�a M .
Q „ � C7 S'U-43.2
��®a�d�IC�f(�ICUo DUCT CONNECTION DETAILS
WESTERN HOMES CORPORATION
FROM
PLENUM
TO MODULE
MULTIPLE DUCT
CONNECTION
V—BOX PLENUM. (OPT.
FIELD INSTALLED).
CLAMP AND TAPE
EXTERIOR OF JOINT.
CHECK FOR AIR
TIGHTNESS.
NYE FITTING
TO MODULE
TYPICAL INSULATED
FLOOR DUCT DUCT
PUSH FLEX DUCT
WELL UP INTO
METAL COLLAR
WRAP WITH DUCT
TAPE UNDER
SCREW CLAMP
TIGHTEN SECURELY.
TYPICAL FLEX DUCT
CONNECTION
DOWN FLOW REGISTER ATTACH SUPPORT
FURNACE I SECURELY TO
ALTERNATE DUCT
CROSSOVER PLACEMENT
UNDER SUPPORT STRAP
TYPICAL DUCT. CROSSOVER FIELD HOOK-UP
BACK OF EXTERIOR WALL
DRYER OF HOME
DUCT & VENT
INSTALLED ON
SITE (PROVIDED
BY HOME OWNER)
SKIRTING INSTALLED
12 MIN. ON SITE BY HOME
OWNER
NOTES:'
1. Use only a dampered wall cap with a 4' minimum
opening for vent termination.
2. The duct Is provided and Installed at the factory ONLY
N the dryer is also furnished. Otherwise only provisions
are made for the future installation of the duct.
3. Specific dueling used must be per the manufacturer's
(dryer) Installation Instructions. Many manufacturers MAI
not allow the use of plastic or flexible ducting.
4. Ah is must be light and free from leaks, with all mole
portions of )oInts pointing AWAY from the dryer.
5. Do not use screws or other fasteners which extend Into
the duct when assembling.
6. After the duct Is Installed. tape and seal around the
opening In the bottom of the floor to assure proper
rodent protection.
TYPICAL DRYER INSTALLATION
HMO
INSULATED
DUCT .i,
ALV. STRAP
4'—O' O.C.
ALV. NAILS
2 x 12
REDWOOD
OR PRESURE
TREATED
GROUND
4' VAIN.
FOR MULTIPLE DUCTS USE
APPROPRIATE WYE FITTING
PROVIDED
REVISED
APR 131994 CC D
Q f arol bin},Ilo
FIREPLACE
MAY BE ON �—� Conelrucllon ��.
AN EXTERIOR _...... / _ --: •�
OR INTERIOR
WALL
AIR
FLOW
COMBUSTION AIR
DUCT INSTALLED VENT GRILL
BY FACTORY IN SKIRTING
(BY HOME OWNER)
COMBUSTION AIR
DUCT INSTALLED
BY HOME OWNER
FIREPLACE COMBUSTION AIR '
• •
SU - 44.1
•
4
•
I
PACO RECOMMENDED JACKING PROCEDURE
WESTERN HOMES CORPORATION
PACO ENGINEERING CORP
19826 S. ALEMDA, COMPTON, .CALIFORNIA _90220
TELEPHONE: (213) 537-6375 from out—of—stale call TOLL FREE (800) 421-1473
Use two jacks — one In front of axles and one behind axles. Lifting should be as even as possi—
ble, starting with the rear Jack first, up a little, then up o •little on the front alternating back
and forth until desired height Is reached.
t
Jacking reinforcing plates, or other .equivolent means should be used to'odequately
distribute the concentrated load of the jack head to the frome..member to avoid damage to
the beam. See Figure 1.
The procedure should be used whenever the house Is jacked, yard storage, flat tire change,
dealer display,. lot set—up.
1
I
REVISED
C7
�
APR 131994
Federal MoWle
CJ Homo Constriction {J
FAILURE TO FOLLOW JACKING
PROCEDURES MAY -CAUSE DAMAGE
TO°CHASSIS AND VOID WARRANTY.
iERE
A: alit x 4 x 10' long C—Channel
( or equivalent )
19
SU -45.1
00� D
0
WESTERN HOMES CORPORATION
CORONA DIVISION
299 N. Smith St.
Corona, California 91720
1-800-382-0709
WOODLAND DIVISION
109 Pioneer Avenue
Woodland, California 95776
(916) 662-9156
WOODBUR'N DIVISION
2450 Progress Way
Woodburn!, Oregon 97071
1-800-7p2—.7388
i
Q Me
O FEB 0 7.1996 :X'
o
a
(L <
OL Federal Mobile m
home Coostruction
j
And Safety Standards
I
I� G1
So r1a '3
2-96
SU -51
T
PERMIT NO. 2357-80B,P,E,M
PERMIT. EXPIRES—��/_/�/
OWNER CHARLES H. SIMMONS
CONTR. owner.
LOCATION (A.P. 28-13=31
. SE/S Woodvine Ln, app 550'W Bangor Park Ra,
1250' N of LaPorte Rd, Bangor
. k
I ` _
1 ,
4
I
I
Temp. Power Pole
i
Called PG&E
Temp. Elec, Serv.
Called PG&E
E Temp. Gas Serv.
Called PG&E
JOB
FINALED
(Date)
(Signature)
i
COUNTY OF BUTTE — DEPARTMENT OF -PUBLIC WORKS
BUILDING INSPECTION RECORD
BUILDING BUILDING (Cont'd) PLUMBING
Setback
Firewall
Forms
Parapets
Main Bldg.
Restroom Finish
Footings
Windows
Stemwall
Sidin
Slab
Roof Sheathing
Piers
Roofing
Garage
Fdn. Vents
Footings
Stemwall
Garage Vents
Insulation
Slab
"Carport
Footings
Prov. for physically
handica ed -
Conformance of ex.
structure
Slab
Final
Patio
FIREPLACE
Footings
Footing
Masonry Walls
Throat
Relnf. Steel
Final
Bond Beam
FIRE SPRINKLEI
Framing
Test
Stucco
Final
Soil Piping
1st Floor
2nd Floor
3rd Floor
To" out
Water Piping
Sewer
Fixtures
Water Htr.
Heaters
Appliances
Gas Piping & Test
Temp. Gas
Sanitation
Final
Fixtures
ELECTRICAL
mean
MECHANICAL
Grd. Fault Prot.
Scratch
Heating
Service
Brown
Cooling
Temp. Pole
Finish
Ducts
Underground
Interior Lath
Ventilation
Permanent
Door Closer
Final
Final
MOBILEHOME UTILITIES ------------------
Elec- Service
Elec. Pedestal
Water Piping
Sewer
Gas Piping
BI E ME INSTALLATION - - - - - - - - - - - - - -
Support
Elec. Continuity
Water Piping
Drainage
Gas Piping
DATE REMARKS OR CORRECTIONS
(NOTE: An entry must be made on this form each time you visit the job site.)
r
COUNTY OF BUTTEr- DEPARTMENT OF PUBLIC WORKS PERMIT NO.
7 County Center Drive = Or6ville, California 95965 - Telephone 916/534-4541
APPLICATION AND PERMIT ot
ASSESSOR PARCEL NUMBER ZONING
g-- —�
BUILDING PERMI
OWNER ' TE EPHONE
L trc s -sr'
SQ. FT. OCC. BUILDING ALUATION
714. R'S AI ING A DRESS 1 � I y , 1 f4� G -L, i0 �sro
(. u W
CONTRACTOR'S NAME
TELEPHONE
32/ •V7J
77UU
E� 00
2 O 8
CONTRACTOR'S MAILING ADgRESS
CONSTRUCTION LENDER 01
`/
UNKNOWN
Fireplace
Total Valuation $
40
LENDER'S MAILING ADDRESS
Permit Fee
$
ARCHITECT OR ENGINEER b
LICENSE NO.
Plan Checking Fee
$
Penalty
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Permit fee
$ ac)
BUILDING ADDRE s �1
PLUMBING PERMIT
Filing Fee 3.00
Each Trap
2.00 lss ®4
Repair drainage or vent piping
2.00
�)
dlowI} /�f!?tr
Water piping
p'Z,Oc7
LOT NO.
3
SUBDIVISION NAME
PARCEL AP
(9iL- % C�
Each qas water heater or vent
2.00
Gas piping system 1 - 5 outlets
USE OF STRUCTURE
SF`q Duplex❑ Mobilehome❑ Other
SPECIFY
Building sewer
Lawn sprinkler system
E2O
TYPE OF WORK
NewTX Addition❑ Remodel❑ Utilities❑ Installation❑ Other ❑
Describe work:
Permit Fee
$
Contractor
ELECTRICAL PERMIT
Filing Fee 3.00
Main service 100 AMP OR00V OR LESS5.00
Main service EA. ADD'L 100 AMP
2.50
NEW CONST. DWE pq' &\
OR ADDNS. ACC. ? / CprD
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full force and effect.
No. Classification
1, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
❑ 1, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
❑ I am exempt under Sec. , Business and Professions Code
for this reason
NEW CONSTR. ULTI-OUTLET
NON-RESID. BRANCH CIRC ITS
NEW C3NSTR. ( POWER APPARATUS &\
NON-RESID. (POWER
OUTLET CIR. /
1@25,t
Ex. Occup(OUTLETS OR FIXTURES
FIXED APPLNS. ORLicense
Ex. Occup.(OUTLETS (RESID.) EA.)
Temporary service 10.00
Mobile Home Facilities 15.00
Misc. Wiring 6.25
xLer,• z7L,•r
Permit Fee $
Contractor
WORKMEN'S COMPENSATION INSURANCE
1 declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.%
❑ I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
fCjl I shall not employ any person in any manner so as to become subject
yam' to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
MECHANICAL PERMIT
FiIingFee 3.00
Heating /titer
Cooling y
�p
Hood
2.00 WOizZ,
Ventilation
permit Fee
$ b
Contractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the County ot?,j
Butte to enter upon the above-mentioned property for inspection purposes.
1 also agree to save, indemnify and kee less the County of Butte against
all liabilities, judgments, costs, and xp ses which may in any way accrue
against said County in consequence f t granting f this permit.
X /
OkZsions
Signature o Applicant — caner09pControctor Agent ❑
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee $
Land Development Fee $ J cn
_
TOTAL PERMIT FEE r/ (IR1 8-S
OCCUP. GROuP
R -
TYPE OF CONST,
PARCEL
/
v
P
M
ISSUE
This permit is hereby issued under
of the Butte County Code and/or
work indicated above for which
DIRECTO OF PUBLIC
BY
RMIT EXPIRES Date
the applicable provi-
resolutions to do
fees have been paid.
WORKS
��cc��
Dats! �� ,yo
Receipt No. ���0 /
WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT
COONTY OF BUTTE — DEPARTMENT -OF PUBLIC WORKS — BUILDING DIVISION
7 County Center Drive — Oroville, California 95965 — Telephone 534-45411
.. ! PERMIT APPLICATION DATA SHEET
n / Permit No.
OWNER C H P_.i S S /1V/I04 I S A.P. No. 7V� . /�3 - F2
Proposed Building Use
Permit fee based up o Complete Contract Price _I DPW Valuation
r explain)
Building Inspector Date
At time of permit application, I was advised the following data must be submitted prior to permit processing and/or
issuance: DATE RECEIVED APPROVED
1. All items have been submitted...................................................................
2. Plot plans in duplicate/triplicate...............................................................
3. Complete plans in duplicate/triplicate...................................................
4. Complete engineered plans and calcs.....................................................
5. Plans with Energy Design Compliance Statement ............................
6. State Energy Forms No. ....................
7. Statement of Intent for Non -Heated & AC Buildings ...................
8. Fees of $..................................................
9. Letter of signature authorization.............................................................
10. Sanitation approval from Health Dept....
11. Planning approval for .............
X42. Crtif icatep men's Compensation Insurance ........................
13. ori r a nformation (no., name style,
LCAI UEF'/F/C1)770 classification) ........................ :......
14. Improvements may be required. Contact Land
Development Section of Dept. Public Works (see
addressbelow).................................................................................................
re -inspection for required. Pre-inspec.request to (date)
bldg. inspector
her
4.
When pu, issue the permit, process as follows: Mail to owner Mail to contractor.
""Telephone t,L,L�= ��<'— 93MZ�410 anddd or pick-up at _— office. Deliver w/inspection.
Other
Applicant 2,41, —
777
Copy of plans sent Health Dept., Fire Dept., Other Date—
During the plan checking process, the following data must be submitted prior to permit issuance:
(For required items not checked above at time of application, circle item.)
1. Index permit for above Items No.
2. Additional items required:
(Contractor, Designer, Owner) was advised of above required data by Telephone
Mail
Other
Date
Plans checked by Date O
Plans approved by Date �s
OTHER:
Copy/DPW o. /
To: Building Depart-ment
From: Environmental Health
Subject: Sanitation Clearance;
u
er a I oca ion
Plans approved for: Sewage Disposal
Hold final for:
Water -Supply .�
Water Supply
Final Clearance 0,':, fox: Weter Supply
Clearance for__ bedroom home. Other
C1.eev _,;e Lor addition of
.mote's *
Sang .a." . -�
���� Date
COUNTY OF BUTTE - Department of Public Works
7 County Center Drive, Oroville, CA. 95965 Phone: 916-534-4541
OWNER -BUILDER VERIF ICAT ION
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 in the envelope provided at your
earliest opportunity to avoid unnecessary delay in processing and issuing your build-
ing permit. No building permit will be issued until this verification is received.
1. I personally plan to provide the major labor and materials for construction
of the proposed property improvement (yes or no) No
2. I (have/have not) ,ZIA L/r signed an application for a building
permit for the proposed work.
3. I have contracted with the following person (firm) to provide the proposed
construction:
Name
Address City
Phone Contractors License No.
4. I plan to provide portions of this work, but I have hired the following
person to coordinate, supervise, and provide the major work:
Name f914 Z4 .. %y�►'1 ;r e
Address aA&A City
Phone 96e) — 17 52 SJ_JJ Contraftors License No.
5. I will provide some of the work but I have contracted (hired) the following
persons to provide the work indicated:
Name Address Phone Type of Work
S igned :
Property Owner
Social Security number
Date S'- a *7- Qa
NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831-
and
9831and 19832 of the California Health and Safety Code.
This verification must be completed and returned to our office before we are
permitted to issue the permit.
l
4
.�� �
W.
r
i
r
,.._.i. COUNTY OF BUTTE DEPARTMENT .OF PUBLIC WORKS
7 County Center Drive - Orovil le, California 95965 - Telephone 916/534-4541
APPLICATION AND PERMIT
1 PERMIT NO.
ASSESSOR PARCEL NUMBER
13- 31
ZONING
BUILDING PERMIT
OWNS
G ���1✓LE/v%G'L�
TELEPHON,
SQ. FT. OCC. BUILDING VALUATION
I•DERR�^MAILINGADDRESS
P�����i
/C(/ONT
CTOR'SG NAME
x
TELEPHONE
CONTRACTOR'S MAILING ADDRESS
Fireplace
CONSTRUCTION LENDER/
UNKNOWN
Total Valuation $
Filing Fee
$ 10.00
LENDER'S MAILING ADDRESS
Permit Fee
$
ARCHITECT OR ENGINEERLICENSE
NO.
Plan Checking Fee
$
Penalty
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Permit fee
$
BDI ADD S/sem f G /� `�, `�r,/_, ��.�, r
PLUMBING PERMITFilin
gFee 10.00
/t
�u . Gr= F'� t>/ , . c: �• vt L �% , f Vii''. i 7.5 i- /fir G�-
Each Trap
2.00
Repair drainage or vent piping
5.00
�� /"C.•� i°_ x ✓.`/�i'._1., �.
Water piping
LOT NO.
SUBDIVISION NAME
PARCEL MAP
Each qas water heater or vent
5,00
Gas piping system 1 - 5 outlets
USE OF STRUCTURE
SF ❑ Duplex❑ Mobilehome❑ Other LCL t _5 C+� f, t
SPECIFY
Building sewer
Lawn sprinkler system
5.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other
Describe work: ` C �- SE ✓ �!r !-��+' i u . L4-
Permit Fee
$
Contractor
ELECTRICAL PERMIT
Filing Fee 10.00
Main service 600V OR LESS
100 AMP OR LESS
5.00
Main service EA" ADO'L 100 AMP
2.50 2, 50
NEW CONST. DWELLING OCCUP.5J)
OR ADDNS. ACC. BLDGS.
2�sgft
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (Check One):
❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full force and effect.
License No. Classification
❑ I, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
[�] I, as the owner, am exclusively contracting with licensed contract-'
ors. (Sec. 7044)
❑ I am exempt under Sec. , Business and Professions Code
for this reason
NEW CONSTR I.OU LE2,50 ea
NON.RESID BRANCH CIRC T ITS
NEW CONSTR POWER APPARATUS 61
NON.RESID. SINGLE OUTLET CIR. /
Ex, OCCUp OUTLETS OR FIXTURES BAL21
IXED APPLNS. OR
EX. Occup. �p UTLETS (REST D.) EA.) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
fisc- W iv"g P/Z G " �ti. 7.50
� ��� �Jfi �G•
Permit Fee $ %oo
Contractor
MECHANICAL PERMIT
FiIirig Fee 10.00
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.
❑ 1' have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
Heating
Cooling
Hood
3.00
Ventilation
Permit Fee
$
Contractor
1 certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the County of
Butte to enter .upon the above-mentioned property for inspection purposes.
I also agree to save, indemnify and keep harmless the County of Butte against
all liabilities, judgments, costs, as expenses which'may in any way accrue
against said County in copse gee •f the granting of this permit.
X 1 •Ar✓ Date --
Signature of Applici Owner ❑ Contractor ❑ Agent ❑
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee
$
TOTAL PERMIT FEE $ 00
OCCUP. GROUP
I TYPE OF CONST,
PARCEL
PO
ND
I ISSUE
yam'
This permit is hereby issued under
sions of the Butte County Code and/or
work indicated above for which
DIRECTOR OF UABLIC
/
By. �^ '
PERMIT EXPIRES Date
the applicable provi-
resolutions to do
fees have been paid.
WORKS
l�
Date �� ` V
/'�
Receipt NO. J 7_35
WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
695 Oleander Avenue, Chico — Phone 343-4211, Ext. 70
7 County -Center Drive, Oroville — Phone 534-4541
Skyway and Elliott Road, Paradise — Phone 877-3435
--GO-RR ECT-LO-N_N OT I C E
BUILDING OR PROPERLY -ADDRESS
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter, or need addi!�onqq explanation, please contact itis office immediately.
Inspector C / •\V' (32M Date --9 r Z/—,
COUNTY OF BUTTE,
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
.7 County Center Drive, Oroville — Phone: 534-4541
Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57
CORRECTION NOTIC
BUILDING OR PROPERTY ADDRESS
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter, or need additional explanation, 'please contact this office immediately:
Inspector �CJ Date_
COUNTY OF BUTTE ` DEPARTMENT OF PUBLIC WORKS
� y
7 County Center Drive - Oroville, Califarnia 959$5 - Telephone 916/534-4541
APPLICATION AND PERMIT
PERMIT NO.
ASSESSOR PARCEL NUMBER �� ZONING
ZE— 13 — 3 /
BUILDING PERMIT
OWNS TELEPHON
S' /%IUIN1�Do/�J s �,s - �a
mge&ES /-�/n.^
SO. FT. OCC. BUILDING VALUATION
1+1�< /G A! "ESS ialWI/ 16 V / `/f 97 0V-11
�J ['3/,5
CONT
CTOR'S NAME
x cU�,
TELEPHONE
CONTRACTOR'S MAILING ADDRESS
Fireplace 1
Total Valuation $
CONSTRUCTION LENDER
UNKNOWN
Filing Fee
$ 10.00
LENDER'S MAILING ADDRESS
Permit Fee
$
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee
$
Penalty
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Permit fee
$
B DI ADDRESS _
Al.SIDE O®Dl�/ilii �-�P/� S.SD
PLUMBING PERMIT
Filing Fee 10.00
pi e'
0F7 P&ACA- 5A l/7- ttEOVE LN' Ipp_ /Zs N
' 0
Each Trap
2.00
Repair drainage or vent piping
5.00
LA PZW_,� e -b, J3AAJ0IL_
Water piping
LOT NO. SUBDIVISION NAME
PARCEL MAP
Each qas water heater or vent
5,00
Gas piping system 1 - 5 outlets
USE OF STRUCTURE �
SF ❑ Duplex❑ Mobilehome❑ Other «� SCS -(/16L
SPECIFY
Building sewer
Lawn sprinkler system
5.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Instal lation ❑ Other
Describe work: cLt—�L7. SCAW/,1'6
Permit Fee
$
Contractor
ELECTRICAL PERMIT
Filing Fee 10.00
Main service 6011 OR LESS
100 AMP OR LESS
5.00 Q�
Main service EA. ADD'L 100 AMP
2,50 0
NEW CONST. ( DWELLING OCCUP.y)
OR ADDNS. ACC. BLDGS.
2¢ sq it
CONTRACTORS LICENSE LAW
1 declare under penalty of perjury (check one):
ElI am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full force and effect.
License No. Classification
❑ I, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
I, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
❑ I am exempt under Sec. , Business and Professions Code
for this reason
NEW CONSTR. I.OUTLET 2 2,50 ea -00
NON -RES'.. CIRC TS
NEW CONSTR. /POWER APPARATUS Q
NON.RESID. %SINGLE OUTLET CIR. /
50 @ 25s
EX. OCCUp OUTLETS OR FIXTURES gpLei
Ex. OCCup.(OUTL.ETS P(RESID.)REA. 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
Mi.so�g P/ri(—. —1QS P 7.50 �p
Q(,(vf p / 0 U
Permit Fee $ r
Contractor
MECHANICAL PERMIT
FiIingFee 10.00
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.
❑ I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
Heating
Cooling
Hood
3.00
Ventilation
rpermit
Fee
$
Contractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the Countyot
Butte to enter upon the above-mentioned property for inspection purposes.
I also agree to save, indemnify and keep harmless the County of Butte against
all liabilities, judgments, costs, expenses which may in any way accrue
against said County in copse nce f the grantin f this permit.
X Date %,2,'Z
Signature of Applicant - Owner ❑ Contr ./r ❑ Agent ❑
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee $
TOTAL PERMIT FEE $ 0
OCCUP. GROUP
I TYPE OF CONST.
PARCEL
7
HD
I ISSUE
This permit is hereby issued under
sions of the Butte County Code and/or
work indicated above for which
DIRE OA OF LIC
By �'
PERMIT EXPIRES Date
the applicable provi-
resolutions to do
fees have been paid.
WORKS
L�
Date OZ `
71-5
Receipt NO. �J 7J�
WHITE-D.P.W., YELLOW-AS66SSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT
/
COUNTY OF BUTTE -'DEPARTMENT -OF, PUBLIC WORKS - BUILDING DIVISION
7 COUNTY CENTER DRIVE -a OROVI LLE, CALIFORNIA 95965.- TELEPHONE: 916/534-4541
4`P,ERMIT APPLICATION DATA SHEET �/�
.. Permit No.
OWNER C :�� �S S���D/ll S A. P. No.
Proposed Building Use
Permit Fee Based Upon Complete Contract Price
1 _Other (Explain)
Building Inspector
28-/-3-3/
��6PW Valuation
Date %' 22`'T /
At time of permit application, I was advised the following data must be submitted prior to permit processing
and/or Issuance: DATE RECEIVED APPROVED
1. All items have been submitted. . . . . . . . . . . .
2. Plot plans in duplicate/triplicate. . . . . . . . . . .
3. Complete plans in duplicate/triplicate. . . . . . . . .
4. Complete engineered plans and calcs. . . . . . . .
5. Plans with Energy Design Compliance Statement. . . . .
6. State Energy Forms No.
7 Statement of Intent for Non -Heated and AC Buildings.
8. Fees of $ . . . . . . . .
9. Letter of signature authorization. . . . . . . . . . .
F
10. Sanitation approval from Health Dept. . .
11. Planning approval for (A) Use: (B) Parking: .
12. Certificate of Workmen's Compensation Insurance. . . . . .
13. Contractor's License Information (no., name style, classif.)
y
14. Owner -Builder Verification (Given to owner, Mail to ownerE])
15. Improvements may be required. . . . . . . . . . . .
16/ Mobilehome Installation Pata. . . . .
Pre-Inspec. request to ate)
ftzr;
Pre -Inspection for—, p//� Required. 6 Am
Building Inspector
Other
When you issue the permit, process as follows: Mail to owner. Mail to contractor.
Telephone and hold for pic up at office. Deliver w/inspector.
Other(.
Applicant 4!/ 4Date 17"-& -
Copy of plans sent Health Dept., Fire Dept., Other Date
During the plan checking process, the following data must be submitted prior to permit issuance:
(For required items not checked above at time of application, circle item.)
1. Index permit for above Items No.
2. Additional items required:
(Contractor, Designer, Owner) was advised of above required data by
Plans checked by-
Plans
y_Plans approved by
Other
Copy—DPW
By
Telephone Mail
Date
Date
Date
Other
COUNTY OF BUTTE ^EARTMENT OF PUBLIC WORKS PERMIT NO.
7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541
APPLICATION AND PERMIT
ASSESSOR PARCEL NUMBER ^, ZONING
OWNE Kr I I TEl_EPHON.'.
L i=l/1 k'L•�S �-� .. � � '''/✓J/t-� G/J S �.5
BUILDING PERMIT
SO. FT. CCC. BUILDING VALUATION
--�-
v R �,�-LIiG4°C Ess and/Fl
-
CONT CTOR'S NAME
z \ CLCC-
TELEPHONE
CONTRACTOR'S MAILING ADDRESS
'
CONSTRUCTION LENDER UN hh.OR^±
-
CIfEi%lace i
Total VdI'!£ltlOil`J S
Filing Fee
$ 1000
LENDER'S MAILING ADDRESS
Permit Fee
g
Plan Checking Fee
$
ARCHITECT OR ENGINEER
LICENSE NO.
Penalty
S
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Permit fee
$
BUILDI G ADDRESS �r I�C1D✓/�� LAI.,
�. /
S' C 11pl-2_
PLUMBING PERMIT
Filing Fee 10.00
Each Trap
2.00
_ r 3j
lo . G%- FL, A5A/J� C/1'�.CVC L All /)PP- / LS ci N' U
Repair drainage or vent piping
5.00
1-14 P6'A -5' &qNG ,() (,
water piping
Each gas water heater or vent
5.00
LOT NO.
SUBDIVISION NAME
PARCcL. MAP
Gas piping system T- 5 outlets
USE OF STRUCTURE
���
SF Duplex❑ Mobilehome❑ Other SPECIFY -
Building sewer
Lawn, sprinkler system
5.00
TYPE OF WORK
New❑Additio Remod Utilities❑ Installation❑ Other r>
Describe work: [sLCGT C 1/GC Ab"?- Uf/�-LIL-
-
Permit Fee
$
Contractor
ELECTRICAL PERMIT Filing Fee 10.00
600V OR LESS!1O
1n service 100 AMP OR LESS .00 v
4 5
Ma,n Service E:.-. ADC'L 100 AMP 2.50
NES: CONST. D'NELLING OCCUP.5)
OR ADDNS. ( ACC. SLOGS. /
20 sq it
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
❑ I an licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full force and effect.
License No. Classification
❑ I, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure Is not intended or offered
for sale. (Sec. 7044)
�] I, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
I am exempt under Sec. , Business and Professions Code
for this reason
-
NF%V CONST L,u TI -OU rLET
NON.='ESID. E RANCH CIRC ITS
2 2,50 ea
( POWER APPARATUS Al
NON -R F -S: D. SINGLE OUTLET C!R. /
Ex. Occup OUTLETS OR FIXTURES
S A a
FIXED APPLNS. OR
Ex. OCcup.(ouTLETS (RESID.) EA.)
2.00
�
Temporary service
10.00
—
Mobile Horne Facilities
15.00
ifi'ng F/2- C5 --M St,
7.50 7 Sp
EL - P&M jn /-/P
I I I C U
Permit Fee
$ r
Contractor
MECHANICAL PERMIT
FiIingFee 10.00
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.
❑ I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -insure.
I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
Heating
Cooling
Hood
3.00
Ventilation
Permit Fee_
S
_
Contractor
l certify that i have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the County of
Butte to enter upon the above-mentioned property for inspection purposes.
I also agree to save, indemnify and keep harmless the County of Butte against
all liabilities, judgments, costs, expenses which may in any way accrue
against said County in corise ..nce f the grantin f this permit.
>
X Date �-� Y�7`—
Signature of Applicant — Owner ElContrar E]Agent❑
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 stories in height. -
Mobile Home Installation Fee
$
TOTAL PERMIT FEE $ 31. o D
OCCu P. GROUP
I TYPE OF CONST.
I
JPARCELJ
PO
I HD
I ISSUE
This permit is hereby issued under
sions of the Butte County Code and/or
work indicated above for which
DIRECTOR OF PUBLIC
8y _
PERMIT EXPIRES Date
the applicable provi-
resolutions to do
fees have been paid.
WORKS
Date
-r
Receipt No. l �J
WHITE-J.P.W.. YELLOW -ASSESSOR, -INK-INSPECTOR. GOLDENROD-APPLICAN'f
-Z7z-CO��
WESTERN HOMES R 7
RIDGE BEAM
SUPPORT PIERS
1
---------
1 2
---- ------
2
—-------a--
3
—m-------
3 4
4 5
------ _
DAPIA APPROVAL
we
J U L 2 3 2003
i ederai Mo6iie — A7--
Home Construction
- And Safety Standards
FP-W D41-22
J 7-21-03
AT JOINTS
BETWEEN
DEAD LOAD
8 P.S.F.
LOCATE SUPPORT PIERS FROM REAR OF FLOOR
WOODLAND
PLAN NO.
M-18
Pies No..1...:
1
2
r,- 3 �.
4.
UNITS B
Location �---
0'-0"
20'-10"
40'-8`
rJ,7'-10"
Load 20 PSF- .-
4042 ,.
7889
7178
=3330
Load @ 30 PSF
5479
10695
9731
4515
Pier No.
1
2 .
UNITS C `
Location" "—�►
0 =0"
8'-8""
22'A 1 "
37'-9"
60'-0"
Load @ 20 PSF'
. 1:681
4446 �
' 5642 "
7194
4317.
Load a 30 PSF
2279
6027
7649
9753
5852
Pier No.
Location •--�
Load @ 20 PSF
Load @ 30 PSF
10074
�� Indicates longitudinal bearing wail between these supports. ADNTiONAL PIERS are required und"
these walls.
page 7 of 1
FPERLAYOU T FOR SERIAL NO.
l
60'-0"DEME FOR EXACT
-
41'--8 1/8" 18'-3 7/8"
c
23-6 1/4 14'-7 1/2°ME
a
N
PLAN M -I8 CUSTOMER,
NOTES: 1) MEASUREMENTS ARE FROM RIM JOIST TO RIM JOIST.
2) MEASUREMENTS DO NOT INCLUDE SIDING AND TRIM.
`D 3) THIS PERIMETER LAYOUT _-(S_.FOR THIS UNIT ONLY,
4) SEE TRIPLE WIDE FOUNDATION SYSTEM FOR GENERAL
NOTES AND DETAILS.
ff
I
CD
M
ai i
NSfONS, MEASURE
EACH HOUSE.
YESTEM HOMES CORPORATOR
109 PIOMEER w'OOOLAHO, CA. 95695
PERIMETER LAYOUT PLA
DRAWN BY
°A 10-08-02
REHSED SWET OF 1
MARRIAGE LINE -�
- —
-----------------------------------------
—---------------------------------- --- —
cn
�
w
MEO
CD
z
CD
I -BEAM
c
N
CO"")
�.
C
p
cofl
-
r
t—
c
N
U
O
N
23-6 1/4 14'-7 1/2°ME
a
N
PLAN M -I8 CUSTOMER,
NOTES: 1) MEASUREMENTS ARE FROM RIM JOIST TO RIM JOIST.
2) MEASUREMENTS DO NOT INCLUDE SIDING AND TRIM.
`D 3) THIS PERIMETER LAYOUT _-(S_.FOR THIS UNIT ONLY,
4) SEE TRIPLE WIDE FOUNDATION SYSTEM FOR GENERAL
NOTES AND DETAILS.
ff
I
CD
M
ai i
NSfONS, MEASURE
EACH HOUSE.
YESTEM HOMES CORPORATOR
109 PIOMEER w'OOOLAHO, CA. 95695
PERIMETER LAYOUT PLA
DRAWN BY
°A 10-08-02
REHSED SWET OF 1
Butte County Building Division
MANUFACTURED HOME SUPPORT INFORMATION
Owner's name: tip It A.P.# 02$ - ON
Home Manufacturer: eAlue—rapt± Manufacture Year:
Model Number/ Name:
Width: 2VV (ft.) Length: LrQ (ft.)
FOOTINGS: Wood - pressure treated or foundation gradeD4 Other:[ ]
SUPPORTS: Concrete block [Other:[ ]
Provide manufacturer's installation manual,_ support blocking rdouirements and state
approved or engineered foundation or tie down system specifications.
Fier rooting sizes dnu Locauons
SINGLE WIDE
Line1 --� ----------------------1-
Line 2 � Section
Line1--------------------------------------------------
r
Section 2
I(
Section 3
Line 1 Piers:
Minimum size piers:
X
Spacing maximum:
a "
From ends maximum:
o' o "
Line 2 Piers:
Minimum size piers:
[ I-.- ] X ISO ]
Spacing maximum:
o "
From ends maximum:
Line 3 Roof Loads: # ID
Minimum size p
Location (from �:
Minimum size piers:
Location (continued):
MULTI -WIDE
Line 1
Line 2
Line 3
Line 2
Line 4 (triple wide only)
Line 2
Snow Load: o2Q psf
Snow Load requirements may be obtained at
hftp://www.upstate-ca.com/butte/butte—county/
Insert AP #, view snow load in lower right corner.
Line 1 Openings:
Minimum size pier: [ ] X1 ]
Required at each side of openings over
wide.
-15Z R Cl '71-1 9� 3 3�
Line 4 Roof Loads: 1 nB l t-ly4(� n�� 7�4 t4 3l1
Minimum size piers:
Location (from front):
Minimum size piers:
Location (continued):
Folum OWN ROM
co
d
-,-
.
22'-6" 18'-10' U 8j'�
.0cm 'MXCNS •Y "M ok
a Q
r
• I oy ,
i
cli FAMILY RDOG - i i 7TAlFCJAD I
t7 MASTER
f
BEDROOM r ---------
i KITCHEN
! f 'AM W[ CCLNr
[\ 1 I
Z -L *.T 9;DT AZWt I KA41 STIELF AWK
}� iLi1Z
QI
r t ¢95STAMT ViM.7 ADM
i al 1 e I J
---
BATH i I _� _- i i ► ��� DINING NING
COUNCL - ® @Asti J j
Af i aAe�cT ! W
Z MNA 1 QIEST !
--J - J
� 1
o pIr
c D 1as ° MEME
I s
} 4�
o f Sur: TUS
°� 3EOROOFd-� LFOYM
; avT?<r - OP'n0NAL M vain cFiunza I
BE�aoo LAUNDRY DEN a� j 4 N
�l ROOM
df !
39'-10" >3 lie a,
RD
0
22'-0'
bi
C"iRA ZN�- CA4-SIDING IN.�.��'
2353 SQ. FT.
CCRONA/WCODLAND
PACE oximm rf DUMA OF Fgtiisma ZMff K t ,,M PLAN No. 4ti�El Ct7NPU�E+i Rc.
^S.
M -18S
VK27rJ'" —�rs =0 P-P.An— 5060-8/5639-10- R FA -18-T 3'
n7-oe-7z T3 sea C _
tt-ELt-w 9 C -IM D PAFrD ODOR IN MASFER 6EDROCM AND ADCLDpn E Jr -Z O2 ° C 1/4"=7--0" nr� SALES -ZCM PLAN
rXIMIOR L`ocR W '.AIINC4Y RCM
ID -ID -DS J gHxD WNDOW CO.tl-CUTS FEECIV Sit '
t>.RAS4N BY DRp I GNEC>ZEO 87 APPRDWD 9Y CRS3.$' 1 SECFILFI 3 1
$IEE+ I or .. 2
M111111111111=1
CALIFORNIA CODE OF
REGULATIONS TITLE 25 PRC 4290 REQUIREMENTS
REQUIREMENTS AS AMENDED The attached Fire Safe Requirements
BY THE JURISDICTION APPLY Must be completed as specified and
approved by California Division of
® TO THIS PROJECT Forestry
z 46
APPROVED PLANS AND
- CDFISutte County Rre' PERMIT SHALL BE ON SITE
reams ® ` _ M new in SRA ane to have:
®` ® ���� I I , FOR ALL INPECTIONS
i,. f``'� I Flay enclosed none eaves onentire structure
Lh 4b
Gutter screens to prevent accunlulation of leaves/&bris
A•
Comion resistant, nitincombwtitils,1/4" rnaxlmum opening -Z
coot and attic vents
+rs .r
Mono
Sd LANDING AT EXTERIOR
DOORS SHALL COMPLY _
WITH CBC SECTIONS _ ---
t This pro) is required to meet the
1003.3 & 1003.3.1 .7 S//1�!!`7ip `
same practical effect guidelines
BUILDING
�,' I, PERMIT#_ ®�� � 3 Sq
outlined in the attached PRC429 ASSESSOR S
130- 031
PARCEL#
.� Requirements.
BU iI LU
,PRF,
on
'l
THE 2001 CBC, CMC, CPC,
2004 CEO, AND 2005 Cou r +
CALIFORNIA ENERGY STANDARDS r
AS AMENDED BY THE
JURISDICTION APPLY TO THIS
PROJECT
.. E r
031
K. VIS
A ..
NOTE
SITE CONDITIONS
ENGINEERING MAY BE REQUIRED IF ANY OF THE FOLLOWING SITE
CONDITIONS ARE OBSERVED AND NOT SHOWN ON THE APPROVED
PLANS:
RAN" I"M.B ILCIiNG PLAN APPROVAL
EXCESSIVE SLOPES ,r s:
• EXPANSIVE SOILS ® -- --- - ---_ -- i i=y US�`�� ",."Dai'
• EXCESSIVE CUTS OR FILLS P
• ALTERATIONS TO NATURAL DRAINAGE
• OTHER UNUSUAL SOIL OR GEOGRAPHICAL
CONDITIONS • FILE CODVS11AtUte:
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IL ul 1115 If (A) el E . I I
8*400 Endw TYPICAL END, WALLD TAIL TYR FND. WALL CONSTRUCTION
all Anchor l3olt'Chart
For Number Of Solts Reqld. WC N.T.S.
Along Eadwall
Existing Extedor Siding g, Existing Ext.81ding
518"o x 10' A.B. Ponywall-2X4 Sludselii%.C. Flo or Jol I I
Floor M Gill.
W/ 2'x 2'x 3116' Sher
2X4 T OR Fnd. Rwil IL
UP, IF Trim
9 Boom' d of 6"O.C.
S )orti- Field Install Z bar r
So*
r(Min')SOONC Below �-2x48IkIg,(Whsn Necessary);
Fold Intall 7110" (MIn.) Noll I* Film Joist w/16d of 16 '04.
fir 4L to
!L Hirdboard or Hardipannal,
P01p,
Y,,3"" 'M'n.) APA Rated Film Jolst w/lild of 16"O -C,
d. Sheathing
Simpson TP49 or Equal 6 P.T. SM Plisfa Nall W/Bd's 0 8" O.C. Edges
4e N-*�Tllmbor Conl� Top jai X Porlywall-2x4's at 16"O.C.
IF Match Exterior Sidles' 2 0 Top Plate Nall to 1111k1g. or
ield bstaN Cl*r,&"
at Each Andlor bolt
Sol lorn & 12" 0 C Field 516"o X 10* A.B. at 61 - 0* O.C.
C C Lo"tion, na V#1040d's rk- is-diam. x io- A 6' - a 0 -------- W1 2"x2"4/16" Washer
i d .1
Bj I ' 11
Distance 12 Distance 11 Distance 10 Distance 9 Distance a I - =I I I at Sig Plate and/&10d's W1 2*x 2"x 3116' ;West* e 'C' 2x 4 P.T. iL
L Distance 7 Hltdh,,- EI at Film Joist..
"ng
F '.' "0
0 EX
t
711 a (Min I
Id or H 'dip. "I'
Below IMIn.) APA Rated
hiltithirig
so . 0 C . a's
Ed
IE 112 3d 81L
t I. C. 1.
F Id
N
6 O.C.
(K) Item (j) Vl� Rebar NOTE:
(N) Conc.Fnd.Ftg 127 1
I Cut r Off BotkRn of Existing.Siding and
TYE. CLOSURE DETAIL
nstal Z 113W & Reinall ~a at V.
f
5, N.T.S.
It STEPPED FOOTING DETAL
MICAL CLOSURE DETAIL
-1
Endwall Anchor Boltst--"'o
Ste Endwall Anchor Bolt
Chart For Number Of Bolts
ReWd. Along Endwall
'ALL EXTERIOR STRUCTURAL
T Supports -
w
tIDING AT PONY WALL TO
Ses Chart N.T.S.
k1t I.,
EXTEND 2" ONTO THE RIM, Face Of MR11 J011111 Face Concrete
Perimeter Of 1JOISTS OF THE MFG'D HOME
Double Wide C C 9/4 Face OtPOnYWSN Studs
Scra 6 4- O.C.
B
Typical Chassis Supports-'
Foundation Ready Units Wood Wades cutExiiiing'ald'
81 c.c. Max Spacin 2 4' 0 Corners Ing r (min.)
wx/l�d's@116'0.C. 8-TyPk&lcllOsumDstaU a bstall Z Bar see Note III
Most No 6
ye Plfr laced
within 2 -0" of 2x4's Tie or Eq.. Field Install Exterior Siding:
Dill 8"x 8 x 16"
En ils Top & Bottom 7/16" Imin.) HardiPanel,
_j
H.0 B. Ponywall. 2 �x 4's at Ir o.C. x 4 BWg. or 3/8" APA (Min.) Ply'wd. SheatWhing "Oro.c.
:3! oss
dwa
Dbl 8"x 8"x 16" W/ 8d's at 6" O.C.at edges
H.C.B. and 8d's at 12" O.C. In field
ix4Topj
.Vent 2 x 4 studs
Placement
41ro.0
5/8*dIarn. x 10"A.B. SEE ENDWALL ANCHOR
at Corner
W1 2'x 2")a 3/16" Washer
— — — — — — — — — — — Typical M BOLT SCHEDULE
2x4's @ Corners
6" D.C.
W116d's @ 1
M n. 6" Min.
1��81"d"swall Anchor Boltg' Provide Ventilation Of 2,4's Tie or Eq.
Varies A Set 4 X loss A.B. at Varies I Sq. Ft. I Per` Each'= Top & Boll L .4
D El',&, I L I jr MIn.
12
(Offset May Or%oy Not 6 0""0.0. (max.) Sq. Ft. Of Underfloor
(Offset May Or May Not "A
Occur Depending On Model) Area
Occur Depending On'MiDdI41
1210
*4 Cc
20' Sq.
This Foundation Plan Is For A: 414 CoM.-Rellid.
Fr.Tin
D uble - Wide M -TrInIA WHA ALL U P-0 T F "Ire 111/cm AUT S wf,&'� a P. r_ r_
NOTE: For SECTION C C lip to'52','- 0" NOTE: For Mfg'd., Homes over, 52' - 0"
Wood spacers may be used
7V
PI `�,�AN
FOUNDATIO
M
between the concrete blocks
m
N.T.S.�
It )k VKttitiUKt. I KtA UtU
LUMBER NOTES*
Where lumber is out after treatment, the out
surface shall be brush -coated with not less
than 3 percent solution of the same preserv-
ative used -in the original treatment-, or shall be
field treated in conformance with AWPA standard
M4-80 using a 5% solution of pentachlorophonole
copper naphthenate containing a min. of a 2%
copper metals a 3% solution of ACAil CCA
types As 8 or 0, or a 5% solution of FCAP or
ACCI or creosote In conformance with AWPA
standard M4-80 paragraph 1.511.
Fasteners &hall be stainless stsel.or hot -dipped
galvanized. Not -dipped zinc -coated nails shall
TABLE 1.
Kl,��_�� RIDGE BEAM SUPPORT LOCATION
0
RIDGE BEAM SUPPORT
FOOTING SIZE
LOAD
Footing size for SoR
P 1: V
1000 1500
3,000
20"x24"
12"x24"
24"sq.
18"X24"
5,000
24"07'
'20"X24"
.6,000
24"x36"
24"sq
7,000
2&'40'
24"x28"'
r
m
24"42'
9,000
36"sq
24"x36"
10,000
36"x4lY'
28!'x36'
11,000
36'x44"
C
12,000
36"x48!'
32"X36'
Do >-
0
LL
U)
(0
C.
M 01
IL ul 1115 If (A) el E . I I
8*400 Endw TYPICAL END, WALLD TAIL TYR FND. WALL CONSTRUCTION
all Anchor l3olt'Chart
For Number Of Solts Reqld. WC N.T.S.
Along Eadwall
Existing Extedor Siding g, Existing Ext.81ding
518"o x 10' A.B. Ponywall-2X4 Sludselii%.C. Flo or Jol I I
Floor M Gill.
W/ 2'x 2'x 3116' Sher
2X4 T OR Fnd. Rwil IL
UP, IF Trim
9 Boom' d of 6"O.C.
S )orti- Field Install Z bar r
So*
r(Min')SOONC Below �-2x48IkIg,(Whsn Necessary);
Fold Intall 7110" (MIn.) Noll I* Film Joist w/16d of 16 '04.
fir 4L to
!L Hirdboard or Hardipannal,
P01p,
Y,,3"" 'M'n.) APA Rated Film Jolst w/lild of 16"O -C,
d. Sheathing
Simpson TP49 or Equal 6 P.T. SM Plisfa Nall W/Bd's 0 8" O.C. Edges
4e N-*�Tllmbor Conl� Top jai X Porlywall-2x4's at 16"O.C.
IF Match Exterior Sidles' 2 0 Top Plate Nall to 1111k1g. or
ield bstaN Cl*r,&"
at Each Andlor bolt
Sol lorn & 12" 0 C Field 516"o X 10* A.B. at 61 - 0* O.C.
C C Lo"tion, na V#1040d's rk- is-diam. x io- A 6' - a 0 -------- W1 2"x2"4/16" Washer
i d .1
Bj I ' 11
Distance 12 Distance 11 Distance 10 Distance 9 Distance a I - =I I I at Sig Plate and/&10d's W1 2*x 2"x 3116' ;West* e 'C' 2x 4 P.T. iL
L Distance 7 Hltdh,,- EI at Film Joist..
"ng
F '.' "0
0 EX
t
711 a (Min I
Id or H 'dip. "I'
Below IMIn.) APA Rated
hiltithirig
so . 0 C . a's
Ed
IE 112 3d 81L
t I. C. 1.
F Id
N
6 O.C.
(K) Item (j) Vl� Rebar NOTE:
(N) Conc.Fnd.Ftg 127 1
I Cut r Off BotkRn of Existing.Siding and
TYE. CLOSURE DETAIL
nstal Z 113W & Reinall ~a at V.
f
5, N.T.S.
It STEPPED FOOTING DETAL
MICAL CLOSURE DETAIL
-1
Endwall Anchor Boltst--"'o
Ste Endwall Anchor Bolt
Chart For Number Of Bolts
ReWd. Along Endwall
'ALL EXTERIOR STRUCTURAL
T Supports -
w
tIDING AT PONY WALL TO
Ses Chart N.T.S.
k1t I.,
EXTEND 2" ONTO THE RIM, Face Of MR11 J011111 Face Concrete
Perimeter Of 1JOISTS OF THE MFG'D HOME
Double Wide C C 9/4 Face OtPOnYWSN Studs
Scra 6 4- O.C.
B
Typical Chassis Supports-'
Foundation Ready Units Wood Wades cutExiiiing'ald'
81 c.c. Max Spacin 2 4' 0 Corners Ing r (min.)
wx/l�d's@116'0.C. 8-TyPk&lcllOsumDstaU a bstall Z Bar see Note III
Most No 6
ye Plfr laced
within 2 -0" of 2x4's Tie or Eq.. Field Install Exterior Siding:
Dill 8"x 8 x 16"
En ils Top & Bottom 7/16" Imin.) HardiPanel,
_j
H.0 B. Ponywall. 2 �x 4's at Ir o.C. x 4 BWg. or 3/8" APA (Min.) Ply'wd. SheatWhing "Oro.c.
:3! oss
dwa
Dbl 8"x 8"x 16" W/ 8d's at 6" O.C.at edges
H.C.B. and 8d's at 12" O.C. In field
ix4Topj
.Vent 2 x 4 studs
Placement
41ro.0
5/8*dIarn. x 10"A.B. SEE ENDWALL ANCHOR
at Corner
W1 2'x 2")a 3/16" Washer
— — — — — — — — — — — Typical M BOLT SCHEDULE
2x4's @ Corners
6" D.C.
W116d's @ 1
M n. 6" Min.
1��81"d"swall Anchor Boltg' Provide Ventilation Of 2,4's Tie or Eq.
Varies A Set 4 X loss A.B. at Varies I Sq. Ft. I Per` Each'= Top & Boll L .4
D El',&, I L I jr MIn.
12
(Offset May Or%oy Not 6 0""0.0. (max.) Sq. Ft. Of Underfloor
(Offset May Or May Not "A
Occur Depending On Model) Area
Occur Depending On'MiDdI41
1210
*4 Cc
20' Sq.
This Foundation Plan Is For A: 414 CoM.-Rellid.
Fr.Tin
D uble - Wide M -TrInIA WHA ALL U P-0 T F "Ire 111/cm AUT S wf,&'� a P. r_ r_
NOTE: For SECTION C C lip to'52','- 0" NOTE: For Mfg'd., Homes over, 52' - 0"
Wood spacers may be used
7V
PI `�,�AN
FOUNDATIO
M
between the concrete blocks
m
N.T.S.�
It )k VKttitiUKt. I KtA UtU
LUMBER NOTES*
Where lumber is out after treatment, the out
surface shall be brush -coated with not less
than 3 percent solution of the same preserv-
ative used -in the original treatment-, or shall be
field treated in conformance with AWPA standard
M4-80 using a 5% solution of pentachlorophonole
copper naphthenate containing a min. of a 2%
copper metals a 3% solution of ACAil CCA
types As 8 or 0, or a 5% solution of FCAP or
ACCI or creosote In conformance with AWPA
standard M4-80 paragraph 1.511.
Fasteners &hall be stainless stsel.or hot -dipped
galvanized. Not -dipped zinc -coated nails shall
NOTE:
Ridge Beam Loads amd Dislances to Support Ldoellons are Obtained From the Mfg.
Home Span Chart. I I �, :�
TABLE 1.
Kl,��_�� RIDGE BEAM SUPPORT LOCATION
RIDGE BEAM SUPPORT
FOOTING SIZE
LOAD
Footing size for SoR
P 1: V
1000 1500
3,000
20"x24"
12"x24"
24"sq.
18"X24"
5,000
24"07'
'20"X24"
.6,000
24"x36"
24"sq
7,000
2&'40'
24"x28"'
8,000
24"42'
9,000
36"sq
24"x36"
10,000
36"x4lY'
28!'x36'
11,000
36'x44"
30"06'
12,000
36"x48!'
32"X36'
NOTE:
Ridge Beam Loads amd Dislances to Support Ldoellons are Obtained From the Mfg.
Home Span Chart. I I �, :�
be coated of for manufacture to their final forme
omes Over 60
H '-0" -in -Len
Including pointing, heading, threading or Fgth With a Roof
twisting, as applicable. Electragolvanized or Snow Loading Over 35 PS Require 790 07'. IN
�O 3x4 or 3x6 P.T. Sill*Plotes
mechanically plated nails or stoples, and hot-
< DIIST. 6 DIST. 5
dipped zinc - coated staples shall not be A REASONABLE EFFORT HAS BEEN MADE TO OBTAIN 0,L. PERTINENT... Z
niMENSIONS. HOWEVER. THE MANUFACTURER OF THE ANUFACTURED W 0
permitted. Staples, where permitted under HUME CAN CONSTRUCT THE UNIT WITH DIMENSIONS SLIGHTLY 0�
DIFFERENT FROM THOSE SHOWN HERON,. LL
this report, shall be stainless steel types 304
and 316 as defined by the AISI classification. IT'S THE FOUNDATION -CONTRACTOR'S RESPONSIBILITY 'TO VERIFY
niIAV&1Clf%KiC . V .^Y. AAJ I r.-. V71M M771
36" max.
Backfill
518"diarn, x 10" A*B* vuu vyt:u9t5 or k
r Levieling '18 DESIGNED TO BE USED
Wedj�ii' ff �ecessclry) AkIg. fo L THIS FOUNDATION PLAN
W/ 2"x 2"x 3/16"
WITH MFGID, HOME1.
Washer Eyenly Spaced 10 Z"
MAKE
#4 Con't.
MODEL$ 0,1 L?
Al" r
2. DESIGN LOADS'
T.
ROOF LIVE LOAD; 1701
Wood Wedges or T p. FLOOR LIVE LOAD: P.S.9 NAWFACTUP ED HOMF/MoBILE HOME
WIND LOAM.,
8" x 8" x 16" FOUNDATION SYSTEI�4
#4 Rebar of 01 O.C. BIk1g. for Leveling 18 It min. Wood
SEISMIC ZONE -4 WALTH AND SAFETY CODE, SECTION 18551
H.C.B. 1 .1 4
APPROVED
Wedges tP
OMSS
N IS FOR PL�ACINGMFG'0. H
b, 18,
12 min. JAIt. Metal Pier) 3. THIS FOUNDATIO
41 OF C
8 SUB3ECT TO CORRECTIONS NOTED
8% 8% 16" Conc.,- Min
Blocks 36" max. CONSTRUCTED W/ LONGITUDIINAL OR CROSS JOIST
Cold Joint ALL CONCRETE $HALL HAVIEE A COMPRESSIVE;
240 Max. (Typ.) 4.
Min STRENGTH OF 2000 RS.I. IN 29 0AYS. APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY
120 Min.
#4 Q 6'- x 12 Cont. OMISSIONS OR DEVIATION FROM REQUIREMENTS OF
Dn't I
DATION PLAN 13 DESIGNED TO BE
IL
THIS FOUN'
Concrete Fgoting 61 APPLICABLE STATE LAWS AND REGULATIONS
r r CONSTRUCTED ON A FAIRLY' LEVEL SITE WITH NO
State of California
0 EXIST N OIL PROBLEMS. artment Offlousing and Community Development
1 6 1 A
If llfill-- fill
30
6. MFG'D. HOME MAY 13E SHIPPED FROM THE FACTORY'� '6F CODE�
maybe used ound Contact W/6" 'k Deep Gravel
Ground Level 2" x 12" x 30" P.T'11 ood Pa
Wood spacers RIP k id 0.409
Gr IV
0. - k
20" S Varies -See Fnd. Plan, ri. _ AND STANDARDS
between the concrete blocks 20"So. WITH SIDING CUT BACK 2NAND I BAR INSTALLED.:�,"
—DATE
(Gravel May Be ornittyWwhen Exit1g 11ME11110MI11— 13Y
Soil is Free Draining, As N-termined signa re
By Local Bld'g. Official) ote: FOUNDATION CONTRACTOR $HALL VERIFY ALL SPANO.
This Plan A�provsj Expires
The Footing Shown are Options, DIMENSIONS BEFORE CONSTRUCTING FOUNDATION.
-SECTION A -A& C C (Alternate To Wood Pad: Abesco B ring
_E -`T-10N'-ff�137."_, Each TyPe is Acceptable
UnTz.:S C
N.T.S. S ECTION B --B- Pad, No Gravel Required - See Detail This Sheet 7
N.T.S. N.T.S.
ITED ON CIL PRINT 1000H
M=
J
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�77777
'j,
777,
J17,
17 t
H
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be coated of for manufacture to their final forme
omes Over 60
H '-0" -in -Len
Including pointing, heading, threading or Fgth With a Roof
twisting, as applicable. Electragolvanized or Snow Loading Over 35 PS Require 790 07'. IN
�O 3x4 or 3x6 P.T. Sill*Plotes
mechanically plated nails or stoples, and hot-
< DIIST. 6 DIST. 5
dipped zinc - coated staples shall not be A REASONABLE EFFORT HAS BEEN MADE TO OBTAIN 0,L. PERTINENT... Z
niMENSIONS. HOWEVER. THE MANUFACTURER OF THE ANUFACTURED W 0
permitted. Staples, where permitted under HUME CAN CONSTRUCT THE UNIT WITH DIMENSIONS SLIGHTLY 0�
DIFFERENT FROM THOSE SHOWN HERON,. LL
this report, shall be stainless steel types 304
and 316 as defined by the AISI classification. IT'S THE FOUNDATION -CONTRACTOR'S RESPONSIBILITY 'TO VERIFY
niIAV&1Clf%KiC . V .^Y. AAJ I r.-. V71M M771
36" max.
Backfill
518"diarn, x 10" A*B* vuu vyt:u9t5 or k
r Levieling '18 DESIGNED TO BE USED
Wedj�ii' ff �ecessclry) AkIg. fo L THIS FOUNDATION PLAN
W/ 2"x 2"x 3/16"
WITH MFGID, HOME1.
Washer Eyenly Spaced 10 Z"
MAKE
#4 Con't.
MODEL$ 0,1 L?
Al" r
2. DESIGN LOADS'
T.
ROOF LIVE LOAD; 1701
Wood Wedges or T p. FLOOR LIVE LOAD: P.S.9 NAWFACTUP ED HOMF/MoBILE HOME
WIND LOAM.,
8" x 8" x 16" FOUNDATION SYSTEI�4
#4 Rebar of 01 O.C. BIk1g. for Leveling 18 It min. Wood
SEISMIC ZONE -4 WALTH AND SAFETY CODE, SECTION 18551
H.C.B. 1 .1 4
APPROVED
Wedges tP
OMSS
N IS FOR PL�ACINGMFG'0. H
b, 18,
12 min. JAIt. Metal Pier) 3. THIS FOUNDATIO
41 OF C
8 SUB3ECT TO CORRECTIONS NOTED
8% 8% 16" Conc.,- Min
Blocks 36" max. CONSTRUCTED W/ LONGITUDIINAL OR CROSS JOIST
Cold Joint ALL CONCRETE $HALL HAVIEE A COMPRESSIVE;
240 Max. (Typ.) 4.
Min STRENGTH OF 2000 RS.I. IN 29 0AYS. APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY
120 Min.
#4 Q 6'- x 12 Cont. OMISSIONS OR DEVIATION FROM REQUIREMENTS OF
Dn't I
DATION PLAN 13 DESIGNED TO BE
IL
THIS FOUN'
Concrete Fgoting 61 APPLICABLE STATE LAWS AND REGULATIONS
r r CONSTRUCTED ON A FAIRLY' LEVEL SITE WITH NO
State of California
0 EXIST N OIL PROBLEMS. artment Offlousing and Community Development
1 6 1 A
If llfill-- fill
30
6. MFG'D. HOME MAY 13E SHIPPED FROM THE FACTORY'� '6F CODE�
maybe used ound Contact W/6" 'k Deep Gravel
Ground Level 2" x 12" x 30" P.T'11 ood Pa
Wood spacers RIP k id 0.409
Gr IV
0. - k
20" S Varies -See Fnd. Plan, ri. _ AND STANDARDS
between the concrete blocks 20"So. WITH SIDING CUT BACK 2NAND I BAR INSTALLED.:�,"
—DATE
(Gravel May Be ornittyWwhen Exit1g 11ME11110MI11— 13Y
Soil is Free Draining, As N-termined signa re
By Local Bld'g. Official) ote: FOUNDATION CONTRACTOR $HALL VERIFY ALL SPANO.
This Plan A�provsj Expires
The Footing Shown are Options, DIMENSIONS BEFORE CONSTRUCTING FOUNDATION.
-SECTION A -A& C C (Alternate To Wood Pad: Abesco B ring
_E -`T-10N'-ff�137."_, Each TyPe is Acceptable
UnTz.:S C
N.T.S. S ECTION B --B- Pad, No Gravel Required - See Detail This Sheet 7
N.T.S. N.T.S.
ITED ON CIL PRINT 1000H
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