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Buildinc Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance `
IJ AP#
Owner ocat'on
Plan Approved for: Sewage Disposal X =Water Supply
Water Supply
Hold final for:
Water Supply
?incl clearance O.K. for:,
Clearance for .J bedroom mobile home. Other
NOTE * * *
bF_ rd� y
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Sanitarian
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION (IVR): '(530) 538-4365
OFFICE: (530) 538-7541 FAX#: (530) 538-2140
ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds
PROJECT INFORMATION_
Site Address: 0 FOUR JUNES WAY
Owner: '
Permit NO: B08-2119
APN: 027-360-204
MANAVAHETAU SEMISI H,
Issued Date: 12/17/2008 By TMP
Permit type: MISCELLANEOUS
2030 N BEND DR
Subtype: Limited Ag
SACRAMENTO, CA 95835
Expiration Date: 12/17/2009
Description:; 1500SQ.FT. LIMITED AG BUILDINt
(916) 607-8566
Occupancy: Zoning: A-5
Contractor
Applicant:
Square Footage:
MANAVAHETAU SEMISI H,
Building Garage RemdUAddn
2030 N BEND DR
'
SACRAMENTO, CA 95835
Other Porch/Patio Total
(916) 607-8566
FEE INFORMATION
DBEH Building Review Fee' $78.90
DBFIRE Fire Inspection (SRA) $214.00
DBFIRE SRA Fire Plan Review (S $107.00
DBOMSC Fire Safe Standards Rev $118.98
DBOMSCF Limited Ag $416.43
i Total Charged: $935.31 Fees Paid: $935.31
Balance Due:' $0.00 Receipt No: B8953
LICENSED CONTRACTOR'S DECLARATION
OWNER/ BUILDER DECLARATION ` µ
Contractor (Name) State Contractors License No. / Class / Expires
1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License
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 effect.
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 12/17/2008
the applicant to a civil penalty of not more than five hundred dollars ($500);
Please check one of the following:
Contractor's Signature Date
1, 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:
HAVE
the work himself or herself or through his or her own employees, provided that such improvements
❑I 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 Professions Code:
Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.
The Contractor's 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 nee not be completed if the permit is or one undre dollars ($100) or ess.
'
I AM EXEMPT under Section B. & P.C. for this reason:
I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS
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I shall not employ any person in any manner so as to become subject to the Workers'''mooQsation Laws of California, and agree that if I should become subject to the workers'
�0W 2/17/2(]08
ation provisions of Section 3700 of the Labor Code, I all forthwith comply with those
Owner's Signature• Date
s. -
X U `,G L,� 12/17/2008
_
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
-
S' nature Date
ARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless
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 ($100,000), 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
ATTORNEY'S FEES.
use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte
County to enter the above mentioned property for inspection purposes. I hereby certify that I am the
pr rty owner or am authorize to t on the propp�y o� s half.
� l 5 f �` 2/17/2008
CONSTRUCTION LENDING AGENCY
_
1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for
Name of Permittee [SIGN] Print Date
the performance of the work for which this permit is issued. (3097 civ. code)
Owner E]ContractorOR; Agent for Owner ❑Agent for Contractor
FILE COPY
Lender's Address City State Zip
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION*
OFFICE #: (530) 538-7541 FAX #: (530) 538-2140
o_ '=�"" o A FEE WILL BE REQUIRED AT TIME OF APPLICATION
C .� Website: www.buttecounty.net/dds
OV Nt PLEASE PRINT CLEARLY
"When filed, this application and all supporting material becomes subject to the California Public Records Act. All
related to this application is subject to public inspection and will be posted on the County's website for electronic access.
OWNER INFORMATION
Last Name 'OjrA
Fust Nam S
Mailing Address n Pie -
city
State
Zip(
Phona';) 11p UT D
D
Fax _
,182
E-mail ST1
CONTRACTOR
Nam -C-1
Addressao-3D n 8erd tO4
0State
07yaa
Stat.
Zipq3�
Phone%q toD�4_0
Fax _
E-mai�� S ) Gem.
Lic. #n L mo_ p WAa42—
Class —
ARCHITECTIENGINEER
Name D& J in01 -y
Address o
C450n�-
Stat.
49,--�g
PhoneS-_3Q� btaq�;4�0
Fax
E-mail
State Lice*NT er 3
APPLICANT INFORMATION
Name S-
Address� -So / (
C
State
I Zi�
gS(.0b
Fax
APPLICANTSIGNATURE
X
J Ji' J/.J
PROJECT LOCATION
API o a 0 g7D
Property Address
City O t'c> x) i G4
PERMIT
NO.
�- 2)
Bnv a
WORKER'S COMPENSATION
Policy Number
Carrier
/f hiring anyone other than license contractors, a certificate of worker's
compensation must be shown at the time ofpenn/t issuance.
LENDING AGENCY
Name
Address
DESCRIPTIOiV OR SCOPE OF WORK.
Sq FT- Living 15;DO Garage Open
❑ Structure Built without Permits
❑ Proposed Change of Occupancy
(Note previous use):
For office use onl :
Zoning — Flood Zone I SRA _ves No
Occ.
Type Const.
9�, './'- 3 i
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:
B08-2119
Date:
10/17/2008
Location:
0 FOUR JUNES WAY
By:
TMP
Parcel Number:
027-360-204
Sub Type:
Limited Ae
Owner Name:
MANAVAHETAU SEMISI H,
Phone:
(916) 607-8566
Description:
1500SO.FT. LMTED AG BUILDING FOR HARVESTING EOUIPT.
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 SEWER DISTRICTS
Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740
❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000
❑ ❑ Other:
"When filed, this application and all
information related to this application
access.
Signature of Applicant:
ipporting material becomes subject to the California Public Records Act. All public
subject to public inspection and will be p"ed on the County's website for electronic
i
Date: 10/17/2008
FILE
City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 - (530) 879-6700
F]
❑
PARKS & RECREATION DISTRICTS
1:1
n
Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711
E]
❑
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
Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393
❑ ❑ Other:
"When filed, this application and all
information related to this application
access.
Signature of Applicant:
ipporting material becomes subject to the California Public Records Act. All public
subject to public inspection and will be p"ed on the County's website for electronic
i
Date: 10/17/2008
FILE
SCHOOL DISTRICTS
F]
❑
Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281
1:1
n
Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006
E]
❑
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
E]
Paradise 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 Depart e 3016 Sixth Street Biggs CA 95917 - (530) 868-5447
[:]Other:
,0�% , % arzzk2
r
❑ ❑ Other:
"When filed, this application and all
information related to this application
access.
Signature of Applicant:
ipporting material becomes subject to the California Public Records Act. All public
subject to public inspection and will be p"ed on the County's website for electronic
i
Date: 10/17/2008
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
National Pollutant Discharge Elimination System (NPDES) Phase II :Construction Storm
Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment
LESS THAN 1 ACRE
Reference Number:
B08-2119
Date:
10/17/2008
Location:
0 FOUR JUNES WAY
-By:
TMP
Parcel Number:
027-360-204
Sub Type:
Limited A2
Owner Name:
MANAVAHETAU SEMISI H,
Phone:
(916) 607-8566
Description:
1500SQ.FT. LIMITED AG BUILDING FOR HARVESTING EQUIPT.
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 m1av result in revocation of grading and/or other permits or other santions provided by law.
Signed: vaco
Title: UJQ_ALA_ LAI -
FILE
Date: 10/17/2008
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
OWNER -BUILDER INFORMATION
An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified.
For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed
by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from
possible liability if that person applies for the proper permit in his or her name.
Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by
law to put their license number on all permits for which they apply.
If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and
protection:
° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire
project and such persons are not licensed as contractors or subcontractors, then you may be an employer.
° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal
° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions.
There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance.
° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business
Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial
Accidents.
If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees,
without a license contractor or subcontractor, only under limited conditions.
A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is
providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work
personally.
Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321
-CLSB (2752) or by accessing thier website at www.CSLB.ca.gov.
PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE
AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED.
OWNER BUILDER VERIFICATION
PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING
PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED.
0 I PERSONALLY PLAN TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY
IMPROVEMENT. kYESR11 NO)
I eHAVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK.
3. 1 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 THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE
THE MAJOR WORK:
NAME
ADDRESS CITY
PHONE CONTRACTORS 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
Description: 1500SQ.FT. LIMITED AG BUILDING FOR HARVESTING EQUIPT.
Reference Number: B08-2119
Applicant Name: MANAVA TAU SEMISI H,
Owner's Name: MANAV TAU StEMI IS11 H, AP # : 027-360-204
Signature of Property Owne W lam` Date: z b — c z — 6,X
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:
• Make sure your application is complete.
O 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, if
the permit has not issued, but not after 180 days 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 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://municipalcodes.lexisnexis.com/codes/butteco/
"When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information
related to this application is subject to public inspection and will be posted on the County's website for electronic access.
Reference Number: B08-2119
Location: 0 FOUR JUNES WAY
Parcel Number: 027-360-204
Owner Name: MANAVAHETAU SEMISI H,
Signature of Applicant:
AG BUILDING FOR HARVESTING
FILE
Date: 10/17/2008
Phone: (916) 607-8566
Date: 10/17/2008
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:
B08-2119
Date:
10/17/2008
Location:
0 FOUR JUNES WAY
By:
TMP
Parcel Number:
027-360-204
Sub Type:
Limited Ag
Owner Name:
MANAVAHETAU SEMISI H,
Phone:
(916) 607-8566
Description:
1500SO.FT. LMTED AG BUILDING FOR HARVESTING EOUIPT.
To meet the requirements of Government Code section 51182 and Public Resource Code 4291, Butte County
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.
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
All development within the
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) 538-6226, (When the recording comes on, enter the extension
number).
For the pre -inspections, the property owner or authorized
site with two hard copies of the site plan.
I have read and understand the above pre -inspection
10/17/2008
Date
Rev'd 5/7/07
is required to meet the inspector at the construction
Signature
All of the Fire Safe Requirements are posted on the Butte County Fire Department website at
hftp://buttefire.ore/Fireprevention/i)rotplan/protD]an.html
FILE
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) 538-7785 Facsimile
www.buttecounty.net/dds
www.buttegeneralplan.net
ADMINISTRATION * BUILDING * PLANNING
OWNER'S DECLARATION OF USE
FOR A LINIITED AGRICULTURAL BUILDING
I/we the undersigned hereby apply for a `Limited Agricultural Building' defined in the 2007 California
Building Code, Chapter 2, Section 202 as an agricultural building as follows and which is used as listed in
items 1 through 8 below:
"A structure designed and constructed to house farm implements, hay, grain, poultry, livestock or other
horticultural products. This structure shall not be a place of human habitation or a place of employment
where agricultural products are processed, treated or packaged, nor shall it be.a place used by the public. "
1. Livestock shelters or buildings, including shade structures and milking barns.
2. Poultry buildings or shelters.
3. Barns. (A detached farm building used for the storage of harvested crops, farm products, feed,
machines, or farm equipment and/or agriculture vehicles.)
4. Storage of equipment and machinery used exclusively in agriculture.
5. Horticultural structures, including detached production greenhouses and crop protection
shelters.
6. Sheds. (A detached single story building with one or more sides enclosed, used for shelter or
storage.)
7. Grain silos.
8. Stables.
DESCRIPTION OF BUILDING
Floor Area: 15 D D S%-R-Loft/Attic Area: Height:
Proposed Building will be used for:
3rd ����� b -F �� �e� , e� v � � �s��° tO hAnveq—C(opr,.
Describe the current Agricultural Use on the property:
Property Owner's Signature:
Date:
KABUILDING\WEBSITE FORMS\OwnerDeclarationforLimitedAg 1.10.08.doc
,1
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION (IVR): (530) 538-4365
OFFICE: (530) 538-7541 FAX#: (530) 538-2140
ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds
PROJECT INFORMATION
Site Address: 0 FOUR JUNES WAY
Owner:
Permit NO: B08-2120
APN: 027-360-204
MANAVAHETAU SEMISI H,
Issued Date: 12/17/2008 By TMP
Permit type: MISCELLANEOUS
2030 N BEND DR . I
Subtype: Limited Ag
SACRAMENTO, CA 95835
Expiration Date: 12/17/2009
Description: 1500 SQ.FT. LIMITED AG BUILDIN ,
(916) 607-8566
Occupancy: Zoning: A-5
Contractor
Applicant:
. Square Footage:
MANAVAHETAU SEMISI H,
Building Garage Remdl/Addn
2030 N BEND DR
SACRAMENTO, CA 95835.
Other Porch/Patio Total
(916) 607-8566
_ ..
FEE INFORMATION
DBEH Building Review Fee
$78.90 .
DBFIRE Fire Inspection (SRA)
$214.00
DBFIRE SRA Fire Plan Review (S
$107.00
DBOMSC Fire Safe Standards Rev
$118.98
DBOMSCF Limited Ag
$416.43
LICENSED CONTRACTOR'S DECLARATION
Contractor (Name) State Contractors License No. / Class / Expires
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter
(commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license
is in full force and effect.
X 12/17/2008
Contractor's Signature Date
L_ _ WORKERS' COMPENSATION DECLARATION I
I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations:
❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR
WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by
Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.
My Workers' Compensation insurance carrier and policy number are;
Carrier. Policy Number: Exp. Date: _
(This section need not be completed if the permit is or one hundred dollars ($100) or
I�1 I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS
•e[ 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'
cogiopnsation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those
pr vi ions. ,
X Khvauvk�'l 12/17/2008
7Signature Date
ARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE
HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION,
DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND
ATTORNEY'S FEES.
CONSTRUCTION LENDING AGENCY
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for
the performance of the work for which this permit is issued. (3097 civ. code)
Lender's Address
CityState Zip
ees Paid: $935.31
Balance Due: $0.00 Receipt No: B8954
OWNER / BUILDER DECLARATION
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License
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
pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000)
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
the applicant to a civil penalty of not more than five hundred dollars [$500]; •
Please check one of the following:
I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE
COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR
OFFERED FOR SALE (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
the work himself or herself or through his or her own employees, provided that such improvements
are not intended or offered for sale. If, however, the building or improvement is sold within one
year of completion, the owner -builder will have the burden of proof that he or she did not build or
improve for the purpose of sale.).
❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED
CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code:
The Contractor's License Law dows not apply to an owner of the property who builds or improves
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the
Contractor's License Law.).
1��
ction ���
2008
V,Owners Signature Date
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
construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless
Butte County, its officers, agents and employees from any and all claims and liability for personal
injury, including death, and property damage caused by, arising out of, or in any way connected with
the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the
use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte
County to enter the above mentioned property for inspection purposes. I hereby certify that I am the
p— owner ort m auth(rize o a t on t_ he pr} pe w errs ehal
�.oyl I/`l'�nV. 12/17/2008
Owner ❑ Contractor OR; DAgent for Owner ❑Agent for Contractor
- FILE COPY
BUTTE COUNTY
DEPARTMENT OF'DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION*
OFFICE #: (530) 538-7541 FAX #: (530) 538-2140
o CO:Ny o A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION
Website: www.buttecounty.net/dds
PLEASE PRINT CLEARLY
When filed, this application and all supporting material becomes subject to the California Public Records Act. All pu
related to this application is subject to public inspection and will be posted on the County's website for electronic access.
OWNER INFORMATION
Last NameC;� ` ,lam
t V
Fast Nam � S
Mailing Addres
s n
City `L,� .
State le),a-
Zipp
Dr1 _ 4S
PhonB.)'to !�
Fax
j r g o -(4g-iv
E-mail, l
CONTRACTOR
Name
Address��
City
stat
zipgs%&
Phoneglb ��.
Fax _
E-mailC5,0^ J
L'c. #rM�. p tA) o�
Class r—
ARCHITECTIENGINEER
Name D& j L� ---r
Address PD
CitySD �
StatVA
49,9 �g 4
Phoneg,2,0 (,,t4,- iq �; �,U
Fax
E-mail
State Li N qer 3
APPLICANT INFORMATION
Name5
Q _ _ p 4�0
Address !:23,0 /1,
C'
State /I a
r
Zi�l.?1
/�� ,�J
P�L [0 0 1 . gS (,0 (0
Fax _U
E-mail
Si D ^ C�
APPLICANT,SIGNATURE
ILI
]i
PROJECTLOCATION
API a l9 C)-_
Property Address D f:::E-� tS
c'y D rD v I' e-- C-4
PERMIT
NO. 21
BIN #
WORKER'S COMPENSATION
Policy Number
Carrier
If hiring anyone other than license conbactom a camf/cate of worker's
compensation must be shown at the time ofperm t issuance.
LENDING AGENCY
Name
a.
Address
DESCRIPTION OR SCOPE OF WORK.
U2SC�S.
Sq FT- Living 5;r, -O Garage Open
❑ Structure Built without Permits
❑ Proposed Change of Occupancy.
(Note previous use):
For office use only:
Zoning S Flood Zone SRA ves No
Occ.
Type Const.
170 ,
,$ �3s- s �
t
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:
B08-2120
Date:
10/17/2008
Location:
0 FOUR JUNES WAY
By:
TMP
Parcel Number:
027-360-204
Sub Type:
Limited Ae
Owner Name:
MANAVAHETAU SEMISI H,
Phone:
(916) 607-8566
Description:
1500 SOFT. LMTED AG BUILDING HARVEST EOUIPT.
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
SEWER DISTRICTS
Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740
❑
LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000
1:1
City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 - (530) 879-6700
❑
❑
PARKS & RECREATION DISTRICTS
171
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
❑
Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393
[� l� Other:
Other:
"When filed, this application
information related to this apl
access.
Signature of Applicant:
I supporting material becomes subject to the California Public Records Act. All public
i is subject to public inspection and will be posted on the County's website for electronic
uf,r- Date: 10/17/2008
FILE
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
1:1
Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675
❑
❑
Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723
171
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
Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400
OTHER
F1
Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions
City of Biggs Planning Department, 3016 Sixth Streeoiggs CA 95917 - (530) 868-5447
[� l� Other:
Other:
"When filed, this application
information related to this apl
access.
Signature of Applicant:
I supporting material becomes subject to the California Public Records Act. All public
i is subject to public inspection and will be posted on the County's website for electronic
uf,r- Date: 10/17/2008
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
National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm
Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment
LESS THAN 1 ACRE
Reference Number:
B08-2120
Date:
10/17/2008
Location:
0 FOUR JUNES WAY
By:
TMP
Parcel Numb6r:
027-360-204
Sub Type:
Limited AE
.Owner Name:
MANAVAHETAU SEMISI H,
Phone:
(916) 607-8566
Description:
1500 SQ.FT. LBUTED AG BUILDING HARVEST EQUIPT.
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 fora Construction Storm Water
Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or
more of lany result in revocation of grading and/or other permits or other santions provided by law:.
Signed:_ '"" " J Date: 10/17/2008
Title:
FILE
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: B08-2120 Date: 10/17/2008
Location: 0 FOUR JUNES WAY By: TMP
Parcel Number: 027-360-204 Sub Type: Limited Ag
Owner Name: MANAVAHETAU SEMISI H, Phone: (916) 607-8566
Description: 1500 SOFT. LIMITED AG BUILDING HARVEST EOUIPT.
To meet the requirements of Government Code section 51182 and Public Resource Code 4291, Butte County
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
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
All development within the
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) 538-6226, (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 -inspection
10/17/2008
Date
All of the Fire Safe Requirements are posted on the Butte County Fire Department website at
http://buttefire.org/Firer)reventicin/protplan/i)rotDIan.html
Rev'd 5/7/07
FILE
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
OWNER -BUILDER INFORMATION
An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified.
For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed
by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from
possible liability if that person applies for the proper permit in his or her name.
Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by
law to put their license number on all permits for which they apply.
If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and
protection:
° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire
project and such persons are not licensed as contractors or subcontractors, then you may be an employer.
G If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal
G income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions.
There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance.
° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business
Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial
Accidents.
If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees,
without a license contractor or subcontractor, only under limited conditions.
A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is
providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work
personally.
Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321
-CLSB (2752) or by accessing thier website at www.CSLB.ca.gov.
PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE
AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED.
OWNER BUILDER VERIFICATION
PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING
PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED.
I PERSONALLY P TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY
IMPROVEMENT. (YE OR NO)
I (HAVE VE NOT) 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 THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE
THE MAJOR WORK:
NAME
ADDRESS CITY
PHONE CONTRACTORS 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
Description: 1500 SQ.FT. LIMITED AG BUILDING HARVEST EQUIPT.
Reference Nu nber: B08-2120
Applicant Name: MANAVAHETAU SEMISI H,
Owner's Name: MANAV HETAU SEMISI H, rr AP # : 027-360-204
Signature of Property Own r: CJ Date: 0—/-7-09
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.
0 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, if
the permit has not issued, but not after 180 days 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 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://municipalcodes.lexisnexis.com/codes/butteco/
"When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information
related to this application is subject to public inspection and will be posted on the County's website for electronic access.
Reference Number: B08-2120 Date: 10/17/2008
Location: 0 FOUR JUNES WAY
Parcel Number: 027-360-204
Owner Name: MANAVAHETAU SEMISI H, Phone: (916) 607-8566
Description: 1500 SQ.F . LIMITED AG BUILDING HARVEST EQUIPT.
Signature of Applicant: Date: 10/17/2008
FILE
]BUTTE
COUNTY
OCT 2 4 2008
DEVELOPMENT
SERVICES
October 23, 2008
To Whom it May Concern
On the property ( Parcel Number 027-360-204) where I plan to build my Limited Agricultural
Buildings there was a septic tank. installed that I did not include on my site plan drawing. I did
not include this because several months ago it was broken by a piece of heavy farming
equipment, and the damage was too great to repair. With this in mind, I completely buried the
tank and the opening to it, and it is not operational and no longer visible, or accessible.
If you have any questions regarding this issue please do not hesitate to contact me directly at 916-
607-8566.
Thank you,
Semisi Manavahetau
Ref# B08-2119 & B08-2120
Location: 0 Four Junes Way
Parcel # 027-360-204
916-607-8566
October 23, 2008
To Whom it May Concern
On the property ( Parcel Number 027-360-204) where I plan to build my Limited Agricultural
Buildings there was a septic tank installed that I did not include on my site plan drawing. I did
not include this because several months ago it was broken by a piece of heavy farming
equipment, and the damage was too great to repair. With this in mind, I completely buried the,
tank and the opening to it, and it is not operational and no longer visible, or accessible.
If you have any questions regarding this issue please do not hesitate to contact me directly at 916-
607-8566.
Thank you,
Semisi Manavahetau
Ref# B08-2119 & B08-2120
Location: 0 Four Junes Way
Parcel # 027-360-204
916-607-8566
1
0
O
tn
V
30-0-0
m
0. C058412
Exp. 12-31-08
s� CIVIL
qTF OF CALIF���\P
- ��,01'
David Ives -
Four June Way -
Oroville -
Date: 09-24-08 -
Job# 8801858A
Placerville Truss Inc. This connection does not supersede
connection detailed by the architect or project engineer.
Connect:
Truss to truss, truss to wall, and truss to beam with THA -29 UNO.
Truss to plate with H1 (1 ply) not to exceed 490# uplift each,
(2 ply) H3 not to exceed 455# uplift, dbl as needed.
All jacks, chj, cj trusses to girder with Lus=24 U.N.O
For additional hardware, see layout.
Any questions, contact John at Placerville
Truss Inc. (530) 677-8370 ext 24
J
A-01
i�
;1
I,
I.
11
f
I
I'
I
I
(I
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4
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r:
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lil
191
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it
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1
i;
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if
LI
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I,
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A-01 A-01
m
0. C058412
Exp. 12-31-08
s� CIVIL
qTF OF CALIF���\P
- ��,01'
David Ives -
Four June Way -
Oroville -
Date: 09-24-08 -
Job# 8801858A
Placerville Truss Inc. This connection does not supersede
connection detailed by the architect or project engineer.
Connect:
Truss to truss, truss to wall, and truss to beam with THA -29 UNO.
Truss to plate with H1 (1 ply) not to exceed 490# uplift each,
(2 ply) H3 not to exceed 455# uplift, dbl as needed.
All jacks, chj, cj trusses to girder with Lus=24 U.N.O
For additional hardware, see layout.
Any questions, contact John at Placerville
Truss Inc. (530) 677-8370 ext 24
J
Job
Truss
Truss Type
ply
Ply�o*bReference
June Wy
6801858A
A-01
GABLE
2
829372818
o 'o a
,a,.c . ��� , 1nnwt. op, V.' N V-04, Jallll DBlly
2.Oo
15-0-0
4.00 F2
1i1M
7.ubu s Aug 6 2008 MITek Industries, Inc. Thu Sep 25 14:12:30 2008 Page 1
2-0-0
Style - 1:53.6
5x5 = 56 =
30-00
Plate Offsets (X Y) 16.0-2-8 0-3-01 f 12 0-2-0 Edael f 18.0-2-8 0-3-01 130 0-2-8 0-3-01 135:0-2-8 0-3-01
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.02 •23 n/r 120 MT20 220/195
TCDL 10.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.03 23 n/r 90
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 22 n/a n/a
BCDL 10.0 Code IBC2006/TPI2002 (Matrix) Weight: 160 lb
LUMBER BRACING
TOP CHORD 2 x 4 OF No.18Blr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2 x 4 DF No.1&BIr G BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
OTHERS 2 x 4 DF Std G MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation ggide.
REACTIONS (Ib/size) 2=293/30-0-0, 22=293/30-0-0, 33=97/30-0-0, 32=97/30-0-0, 24=264/30-0-0, 25=33/30-0-0, 26=118/30-0-0,
27=103/30-0-0, 28=111/30-0-0, 29=106/30-0-0, 30=109/30-0-0, 31=86/30-0-0, 41=264/30-0-0, 40=33/30-0-0,
39=118/30-0-0, 38=103/30-0-0, 37=111/30-0-0, 36=106/30-0-0, 35=109/30-0-0, 34=86/30-0-0
Max Horz2=-67(LC 6)
Max Uplift2=-70(LC 3), 22=-77(LC 4), 25=-30(LC 6), 27=-9(LC 6), 28=-7(LC 4), 29=-6(LC 6), 30=8(1_C 4), 31=-11(LC 6),
40=30(1_C 5), 38=8(1_C 5), 37=-7(LC 3), 36=-6(LC 5), 35=7(1_C 3), 34=-10(LC 3)
Max Grav2=293(LC 1), 22=293(LC 1), 33=97(LC 1), 32=97(LC 1), 24=264(LC 8), 25=33(LC 8), 26=118(LC 1), 27=103(LC 8),
28=111(LC 1), 29=106(LC 1), 30=109(LC 8), 31=88(LC 8), 41=264(LC 7), 40=33(LC 7), 39=118(LC 1), 38=103(LC 7),
37=111(LC 1), 36=106(LC 1), 35=109(LC 7), 34=88(LC 7)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/36,2-3=.52/34.3-4=-34/45,4-5=15/51, 5-6=-19/59, 6-7=-18/66.7-8=-17/74,8-9=-17/82, 9-10=-18/89, 10-11=-13/97,
11-12=-18/92, 12-13=-18/92, 13-14=-13/94, 14-15=-18/84, 15-16=-17/71, 16-17=17/59,17-18=-18/47,18-19=-19/35,
19-20=-15/24,20-21=-34/14,21-22=-49/30,22-23=0/36
BOT CHORD 2-41=0/61, 40-01=0/61, 39-40=0/61, 38-39=0/61, 37-38=0/61, 36-37=0/61, 35-36=0/61, 34-35=0/61, 33-34=0/61, 32-33=0/61,
31-32=0/61, 30-31=0/61, 29-30=0/61, 28-29=0/61, 27-28=0/61, 26-27=0/60, 25-26=0/60, 24-25=0/60, 22-24=0/60
WEBS 11-33=-72/0, 13-32=-72/0, 21-24=-196/36, 20-25=-28/19, 19-26=-86/21, 18-27=78/23, 17-28=-84/23, 16-29=-79/22,
15-30=-81/24, 14-31=-67/23, 3-41=196/36, 4-40=-28/19, 5-39=-86/21, 6-38=-78/23, 7-37=-84/23, 8-36=-79/22, 9-35=-81/24,
10-34=-67/22
NOTES oQ(ZOFESSlp,�\
1) Unbalanced roof live loads have been considered for this design. �, -A R S.
2) Wind: ASCE 7-05; 85mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever left and right exposed
end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 co QQ �� 0-
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable C� m
End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. LU C Q 3
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 1-4-0 oc. * -09
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '
8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit 9
between the bottom chord and any other members.
9) A plate rating reduction of 20% has been applied for the green lumber members. OFC
'a
Continued on page 2 Aeptember 26,2008
A WARNING - Ver(M design parmrea . and RBdD Nt)TW ON 7NfS AiW INCLUDED bII7BK RBFBRBNCB pAW MU 747a BBFORB USB. °
Design valid for use only with Milek connectors. This design is based only upon parameters shown, and is for an individual building component.
Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibilliy, of the M iTek'
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding •cwrow..
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSII Building Component vo..cA+o
Safety Informati
on available from Truss Plate Institute. 583 D'Onofno Drive. Madison. WI 53719. 7777 Greenback Lane, Suite 109
C- -- hts CA, 95610
r
Placerville Truss, Shingle Springs, CA 95682, John Bary 7.06Q s Aug 6 2008 MiTek Industries, Inc. Thu Sep 25 14:12:30 2008 Page 2
NOTES '
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 Ib uplift at joint 2, 77 Ib uplift at joint 22, 30 Ib uplift at joint 25, 9 Ib uplift at joint 27, 7
Ib uplift at joint 28, 6 Ib uplift at joint 29, 8 Ib uplift at joint 30, 11 Ib uplift at joint 31, 30 Ib uplift at joint 40, 8 Ib uplift at joint 38, 7 Ib uplift at joint 37, 6 Ib uplift at joint 36, 7 Ib uplift at
joint 35 and 10 Ib uplift at joint 34.
11) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSUTPI 1.
LOAD CASE(S) Standard
Job
Truss •
Truss Type
City
Ply
IVES - FOUf JUnE WY
6801858A
A-01
GABLE
2•
1
829372818
ob ern (optional)
A WARAUNO - V01% design parmrea m and RBAD N07W ON THIS dBID INCL UOBD mU78K RBPBRBNCB PAGE Mir 7473 BBPORB USB.
Design valid for use only with M[tek connectors. This design is based only upon parameters shown, and is for an individual building component.
'Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the MTB �(
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB•89 and BCSII Building Component •o.cA+o Pcnena..-
Safety Inlormalia available from Truss Plate Institute, 563 D'Onofno Drive, Madison. WI 53719. 7777 Greenback Lane, Suite 109
' Citrus Heights, CA 95610
Job -
Truss
Truss Type
Qty
Ply
Ives - Four June Wy
5.5
5
2
11 . R29372819
B801858A
A-02
COMMON
24
1
45 =
11
2x4 //
6-0-14 I 17.0-0
ob a ere c o dmat)
rracervme 1 cuss, arnngle apnngs, l,A yaoo e. Bonn aerry
2-0.0 - 7-10-14
7-1-2 7-1.2
4,6 =
4.60 1 2
4
7.UbU 5 Aug b ZUUB MI I ek Industries, Inc. I hu Sep 2b 14:12:31 2008 Page 1
7-10-14
2.0-0
Style = 1:53.6
A
5.5 %
3
5.5
5
2
6
45 =
11
2x4 //
6-0-14 I 17.0-0
10
56 =
19.0-0
9
5.5
1117
146 = .
040
_
64-14 5.7.2
I
6-0-0
1
5.7.2
1 1 .
6.4.14
Plate Offsets (X,Y): 12:0-3-2,0-0-21 f3:0-2-4 0-3-01 f5:0-2-4 0-3-01
16.0-3-2 0-0-21
19:0-2-8 0-3-01 110 0-2-8 0-3-01
LOADING (psf)
SPACING 2-0-0
CSI
DEFL
in (loc)
I/dell
Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.42
Vert(LL)
-0.15 9-10
>999
360
MT20 220/195
TCDL 10.0
Lumber Increase 1.25
BC 0.48
Vert(TL)
-0.48 9-10
>745
240
BCLL 0.0
Rep Stress Incr YES
WB 0.30
Horz(TL)
0.14 6
n/a
n/a
BCDL 10.0
Code IBC2006/TPI2002
(Matrix)
Weight: 126 Ib
LUMBER
BRACING
TOP CHORD 2 x 4 DF N0.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins.
BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 x 4 DF Std G MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (Ib/size) 2=1317/0-3-8, 6=1317/0-3-8
Max Horz2=67(LC 5)
Max Uplift2=-64(LC 3), 6=-64(LC 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/37, 2-3=-2910/0, 3-4=-2230/0, 4-5=-2230/0, 5-6=-2910/0, 6-7=0/37
BOT CHORD 2-11=0/2683, 10-11 =012602, 9-10=0/1766, 8-9=0/2602, 6-8=0/2683
WEBS 3-11=0/291, 3-10=-686/83, 4-10=01570, 4-9=0/570, 5-9=-686184, 5-8=0/291
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 85mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) A plate rating'reduction of 20% has been applied for the green lumber members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 Ib uplift at joint 2 and 64 Ib uplift at joint 6.
7) This truss is designed in accordance with the 2006 International Building Code section 2306:1 and referenced standard ANSI/TPI 1. �1
LOAD CASE(S) Standard
�oQ�kOFESS/p A
S.CO
Titic Fy
LU C 046 m
, *\ EXV3; ` J* ,
26,2008
A WARWNG - V-Hfy daW y- palwndmv aad READ M07W ON 77IIS "M INCLUDED WT73IC RBPBRSNCS PAGE OW -7473 BBFORS USB.
Design valid for use only with MiTek connectors. This design is based only upon parameters shown. and is for an individual building component.
Applicability of design paramenters and proper incorporation of component is responsibirity, of building designer- not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsbillity, of the WOWerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding oawen,o Prnron,.-
fabricotion, quality control, storage. delivery. erection and bracing, consult ANSI/TPII Quality Criteria, OSB -89 and BC511 Building Component
Safety Information available from Truss Plate Institute. 583 D'Onofno Drive. Madison. WI 53719. 7777 Greenback Lane, Suite 109
Citrus Hei his C 95610
Symbols
Numbering System
General Safety Notes, -
PLATE LOCATION AND ORIENTATION
Failure to Follow Could Cause Property
Center plate on joint unless x, y
offsets are indicated.
6-4-8 dimensions shown in ft -in -sixteenths
Damage or Personal Injury
Dimensions are in ft -in -sixteenths.
(Drawings not to scale)
Apply plates to both sides of truss
1. Additional stability bracing for truss system, e.g.
and fully embed teeth.
diagonal or X -bracing, is always required. See BCSI1.
0'1 /16
2. Truss bracing must be designed by an engineer. For
T
) 2 3
TOP CHORDS
CI -2' C23
wide truss spacing, individual lateral braces themselves
may require bracing, or alternative T, I, or Eliminator
bracing should be considered.
'
WEBSc� 4
3. Never exceed the design loading shown and never
Q ,
stack materials on inadequately braced trusses.
3 �y� 3
Ouc.
4. Provide copies of this truss design to the building
For 4 x 2 orientation, locate
� j pb h 0
designer, erection supervisor, property owner and
plates 0 -'ns' from outside
a- U
all other interested parties.
ed e of truss.
g
O °
C6-7 cs•6 O
t—
5. Cut members to bear tightly against each other.
BOTTOM CHORDS
6. Place plates on each face of truss at eacli
This symbol Indicates thejoint
$ 7 6 5
and embed fully. Knots and wane at joint
required direction of slots in
locations are regulated by ANSI/TPI 1.
connector plates.
_
7. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI 1.
' Plate location details available in MiTek 20/20
software or upon request.
8. Unless otherwise noted, moisture content of lumber
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
shall not exceed 19% at time of fabrication.
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
PLATE SIZE
THE LEFT.
9. Unless expressly noted, this design is not applicable for
use with fire retardant, preservative treated, or green lumber.
The first dimension is thelate
p
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
10. Camber is anon -structural consideration and is the
width measured perpendicular
4 x 4
responsibility of truss fabricator. General practice is to
to slats. Second dimension is
camber for dead load deflection.
the length parallel to slots.
11. Plate type, size, orientation and location dimensions
PRODUCT CODE APPROVALS
indicated are minimum plating requirements.
LATERAL BRACING LOCATION
ICC -ES Reports:
12. Lumber used shall be of the species and size, and
in all respects, equal to or better than that
specified.
Indicated by symbol shown and/or
ESR -131 1, ESR -1352, ER -5243, 9604B,
by text in the bracing section of the
95-43, 96-31, 9667A
13. Top chords must be sheathed or purlins provided at
output. Use T, I or Eliminator bracing
NER-487, NER-561
spacing indicated on design.
if indicated.
95110, 84-32, 96-67, ER -3907, 9432A
1'4. Bottom chords require lateral bracing at 10 ft. spacing,
BEARING
or less, if no ceiling is installed, unless otherwise noted.
15. Connections not shown are the responsibility of others.
Indicates location where bearings
16. Do not cut or alter truss member or plate without prior
(supports) occur. Icons vary but
C 2006 MiTek® All Rights Reserved
approval of an engineer.
reaction section indicates joint
number where bearings occur.
17. Install and load vertically unless indicated otherwise.
18. Use'of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
Industry Standards:
project engineer before use.
ANSI/TPI1: National Design Specification for Metal
19. Review all portions of this design (front, back, words
Plate Connected Wood Truss Construction.pp
and pictures) before use. Reviewing pictures alone
DSB-89: Design Standard for Bracing.
MiTek
is not sufficient.
BCSI l : Building Component Safety Information,
20. Design assumes manufacture in accordance with
Guide to Good Practice for Handling,
POWER TO PERFORM."
ANSI/TPI I Quality Criteria.
Installing & Bracing of Metal Plate
Connected Wood Trusses.
MiTek Engineering Reference Sheet: MII-7473
T -BRACE AND L -BRACE
Nalling Pattern
L -Brace size all Size Nall Spacing
1x4 or 6 10d (0.148X3") 8" o.c.
2x4, 6', or 8. 16d(0,162X3 1/2") 8" D.C.
Note: Nall along entire length of L -Brace or T -Brace
(On Two -Plies Nall to Both Plies)
WEB
\ -A SPACING
A f='
qp It
MIUSAC - 23
8/27/2004 J.PAGE 1
MITek Industries, Inc.
Western Division
'L -Brace or T -Brace
Size for One -Ply Truss
Specifled Continuous
Rows of Lateral Bracing
Web Size --- - 1 -- .....-
_ 2
20 or 2x4 I 1 x4 2x4
2x6 1x6 2x6
2x8 I 2x8-- -_—***
"• DIRECT SUBSTITUTION NOT APLICABLE.
j Section Detall
Nails
j Nails
`
Web
Web L -Brace .
T -Brace
L -BRACE or T -BRACE
T -Brace ori -Brace
Size for Two -Ply Truss
Specified. Continuous .
Rows of Lateral Bracing
Web Size 1 2 (I -Brace)
2x3 or 2x4 2x4 2x4
2x6 2A 2x6
2xB 2x8 - --2x8
Nails
10d (0.148X3r. @ 9" o.c.
Web 10d (0.14
Nallsztlon Detail
Note:
1. L -Bracing or T -Bracing to be used when continuous lateral bracing is
impractical. L -brace must cover go% of web length.
2. L -Brace or T=Brace must be same species grade (or better) as web member.
3. The Stabilizer or Eliminator of MiTek Ind. Inc. can replace the
bracing members. Please. refer to engineering document
provided by MiTek Ind. Inc.
tpARXDv6 • Der{,/1j daaign parameters and REdO NOTES ON Tfil'B AND INCLUDED MlTEX AEF &NCB PAGE Ma 7473 BLIVORD t1EE.
Design valid lar use only with Mrrek conneclars. This design Is based only upon parameters shown, and Is for an Individual building component.
Appicablllly of design namenters and properincorporallon of component Is responsibility of.butlding designer - not truss designer. Bracing shown
Is for lateral su��pa�t of Individual web members only: Additional temporary bracing to Insure siabilly during construction Is The responslblialy of the
erector. Addllonal permanent bracing ol.The averaG structure Is the responsibility of the building designer. For general guidance regarding
IabAcallon, quaBly central storage, delivery;.erecllon bnd bracing, consul) ANSI/11`11 Quality Cdleflo, DSO -89 and Bcsll Building Component
seteW 1nlorrnallon available from Truss Plale;Inslllule, 5a3 D'Onofrto Drive, Madison, WI 53719,
7777 Greenback Lane .e®
liru
He
CIINB lghle, CA, 0681
MiTeke.
TRUSS PLANT QUALITY AUDIT REPORT
l fl�
TIME IN: .
p -DATE OF.
TIME OUT: /. ( INSPECTION:
PLANT NAME PL66& - 1 1�
PLANT LOCATION J t' ► �-LC -,Tp y,� 2tj o ' CA t,
PLANT MANAGER ���� �L�'
PLANT QC. F ► OLLo n`l�
_...... �_ _
�`«
ITEM
'
a•
_� ._—_ _. _ . __._. `
�,� � �'°-:
.r sw �;¢.: ;*:�'>�
... • .. ,..
'' �
G U U3
938a I ( 053 IN
M^ - i.1 S fn,M1.•,
� •: � �; • . TRiJSS
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p
f T,YPE_L ID
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Ejjp�sZi.
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3.'.F!v.:' •".iGut e: ti�
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CON1+�ICs:�TION• • >, s.
e•-1., .;. ....:rv•�Lt %t1..� •4:
:i4
.. iJ . 1`d .: - -:� {.t-5.$•..vti.
rill _,ayr--.. ... - MEIVIBER�
SPAN.r "' :�+;
; �DEPrTH� �-LAYOUT
�_,�.f•`...N,_:,.r..-r�
<OKK
�S'-� Y1� 2 ❑ S.C.
. -
`Tti? .W.,.25`x�L \�"e:F3Fr"'-1
� ..LtJMBEI��CR)i'PERIA,
�e v:..:.w,� ...et:.d2,... _zM !x.
'..lo-. i b r l '.Pf 1
GRADE &": 1VIOIST.URE
i? ; `
SPECIES 'CONTENT
•SOK
�(�
'Q _u N. ` {�.�
•�
x..4;5:,: 4Yx4"'�:+*;'s:`.e^rv*Y_..`..
PT ATE SIZE
� &GAGE
OK
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t <.rs.^• �e -
it 2, , • ^J .;l'`
�'iGIEMBER ;PLATE I?LAT.E z.
' r, .:. 'LOCATION ''ROTr1TION
rG,APS s , _
`�; OK I&OK -KOK
'J.:°. fthi"
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f,,. �:� .
1.". ,�:.a r
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DEFECT$ _
i. h• ` "i,; }
•:.�^-• ' .�s.^.'
�S c;r(
CHECKED
"
.....;r
r
S.C.
El S.C.
p S.C.
El S.C.
El S.C. El S.C.
❑ S.C.
El S.C.
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El S.C.
ElS.C.
ElS.C.
❑ S.C.
ElS.C.
ElS.C. ElS.C.
❑ S.C.
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6)
[ /Z
( OK '
b;VQK
5MK
-5 OK
&QK J�QK
' ,J!�K
OK
❑ S.C.
❑ S.c..
❑ S.C.
❑ S.C.
❑ S.C.
❑ S.C. ❑ S.C.
[:]S.C.
❑ S.C.
D.
LIAO t EwI
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lti-v b
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(!�' QK
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OK
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/
p S.C..
❑ s.c.
p s.c..
❑ s.c.
❑ s.c.
❑ s.c. ❑ s.c.
S.C.
❑ s.c.
E.
(+ftg_c>Z►-jfzAj
P,60 L �_4
9-"L6—
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4 .0K
d5QK
P50K
4KK OK
OK
OK
❑ S.C.
p S.C.
❑ S.C. -
❑ s.c:
❑ S.C.
❑ S.C. ❑ S.C.
❑ S.C.
❑ S.C.
NOTE: "S.C:' denotes "See Comments"; "PL & ITH EMBED:' denotes plate embedment and tooth flattening check.
COMMENTS: T I Ci IJ UrL'1� ITZJSS �?l, I�L0t1�S� S g, ISS'
1�0�JN 0I' 0
t
r
INCOMING MATERIAL NO
TRUSS STORAGE /HANDLING NOn
. rY I
�GOOD
tl. t
." '
'
��`�P,IA�IVTST?;I`yiJS�,�s
❑ WARNING.
El ON NOTICE SUSPENDED
v r pS GNAI IJRESs" zl ��
PLANT Q.C..
TP INSP R:
STAMP LEGIBILITY
PLANT Q.C. RECORDS
NO
NOY
PLANT -WHITE OFFICE - CANARY INSPECTOR - PINK. SUPERVISOR -GOLD
Burne Engineering. Services, Inc.
4900 Maggie Lane
Shingle Springs, CA 95682
(530) 672-1600
BurneEngineering@sbcglo.bal.net
STRUCTURAL CALCULATIONS
For:
Manavahetau Garage
0 Four Junes Way
Oroville, CA 95965
Page Contents
1 Design Criteria
2 Truss Memo
3 Vertical Design.
4=8 Lateral Design
s� CIVIL
9TFOF 50E9��\P Ov
LC)
BUTTE
COUNTY
UUO
Residential. Structural Design
CA Title 24 Energy Calculations YDEVELOPI TENT
SERVYCES
1
•
DESIGN CRITERIA
AGENCY:
Butte County
CODE:
2007 CBC
SOIL ALLOWABLE BEARING PRESSURE:
1000 PSF
LATERAL LOADS
BASIC WIND SPEED:
85 MPH
EXPOSURE:
C
SOIL SITE CLASS:
D
SEISMIC DESIGN CATEGORY
D
VERTICAL LOADS
ROOF DEAD LOAD:
20 PSF (comp)
WALL DEAD LOAD:
15 PSF (stucco)
ROOF LIVE LOAD:
20 PSF
MATERIAL PROPERTIES
°CONCRETE:
2500 PSI
REINFORCING STEEL:
40 KSI
{
tib
TO: BUTTE COUNTY BUILDING DEPARTMENT
PROJECT: MANAVAHETAU GARAGE
0 FOUR JUNES WAY
OROVILLE, CA 95965
I have received and reviewed the truss layout and corresponding individual truss design
calculations for the above referenced project. I agree that the documentation complies
with the intent of my structural design with respect to geometry and design loads. I have
stamped and signed the layout to indicate my review of the trusses.
35.502
uj-�-
S (4'
Conterminous 48 States
2005. ASCE 7 Standard
Latitude = 39.367182
Longitude = -121.539748
Spectral Response Accelerations Ss and S1
Ss and S1 = Mapped Spectral Acceleration Values
Site Class B - Fa = 1.0 ,Fv = 1.0
Data are based on a 0.01 deg grid spacing
Period - Sa
(sec) (g) .
0.2 0.501 (Ss, Site Class B)
1.0 0.211 (S1, Site Class B)
Conterminous 48 States
2005 ASCE 7 Standard
Latitude = 39.367182
Longitude = -121.539748
Spectral Response Accelerations SMs and SM1
SMs = FaSs and SM1 = FvS1
Site Class D - Fa = 1.399 ,Fv = 1.978
Period Sa
(sec) (g)
0.2 0.701 (SMs, Site Class D)
1.0 0.417 (SM1, Site Class D)
Conterminous 48 -States
2005 ASCE 7 Standard
Latitude = 39.367182
Longitude = -121.539748
SDs = 2/3 x SMs and SD1 = 2/3 x SM1
Site Class D - Fa = 1.399 ,Fv = 1.978
Period Sa
(sec)
0.20.467 (SD Site Class D)
1.0 (SD1, Site Class D)
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SHEARWALL DESIGN
input items
Wall Line
Min Length Plate
Dead Load
Shear (plf) (ply
OTM
(Ib -ft)
RM
(lb -ft)
T
(lbs)
C
(lbs)'
(ft) Height (ft)
79
79
le
L. H
v D
vLH
DL L/2
O- 2/3 R /L
O+R / L'
exam _.`
8 0
-5.0 - .
7000
469
2988
21120
67500
-804
2954
A
20;0.0 8 0..::.'
79 43'Q
12640
86000
-249
4932
B: .. -
8 0
20:0:0. .
79.,' � 430: _
}2640
86000
4932
'
Shear (plf)
350
M
E
88
79
79
gla
SHEARWALL SCHEDULE
Notes
1. A -II hardware is in addition to H I ties each truss to top plate location
2. All field nailing is *12" max oc
3. All nails into pressure -treated wood shall be hot -dipped, galvanized
4. All nails are common nails
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Top Plate to
Shearwall
Maximum1/2"
Edge Nailing.
Sheathing
Anchor
5/8" Anchor
Truss Blocking
Type
Shear (plf)
Bolt Spacing
Bolt Spacing
Above 5
S W ►
100
3 -coat stucco, n/a
n/a
6' 0" '
6' 0"
none
SW2
350
1 8d@4"
3/8"
30"
36"
24"
1 A35@24"
Notes
1. A -II hardware is in addition to H I ties each truss to top plate location
2. All field nailing is *12" max oc
3. All nails into pressure -treated wood shall be hot -dipped, galvanized
4. All nails are common nails
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4" SLAB WITH MINIMUM 3" CRUSHED ROCK AND
,
'
12" x 12" THICKENED I PERIMETER EDGE. SLAB SHALL HAVE
(cx6xlOge WIRE MESH OR no. 3 REBAR 45" O.C.
'
BOTH WAYS. PERIMETER FOOTING SHALL HAVE MINIMUM
ONE no. 4 REBAR TOP AND BOTTOM OF FOOTING. 5/8" x 8"
;
MINIMUM FOUNDATION "J" BOLTS MAXIMUM 6' O.C. AND AS SPECIFIED
,
>EY THE ENGINEER.
,
,
,
,
,
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--------------------- -
,
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,
-------------------------------------- --- ----------------------------------------------
50'-0"
BUTTE
COUNTY
OCT 17 2008
DE VELOPMEINT
SERVICES
FAA
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MINIMUM 1/2" OSS SHEETING WITH
MINIMUM 15 ib ROOF FELT UNDER
MINIMUM 25 YEAR COMPOSITION SHINGLES.12 ENGINEERED TRUSSES, 24" O.C.. WITH
4 MINIMUM 12" OVERHANG,
MINIMUM 3/8" BRACED. WALL PANELS
LOCATED AS SPECIFIED BY ENGINEER.
a
.\-MINIMUM 3" CRUSHED ROCK
SECTION A -r4
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TOr =i Buildina Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
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Location
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Plan Approved for: Sewaqe Disposal x Water SuPPlY �
Hold final for: Water Supply
^anal clearance 0-'K. for: 0�' I1 LO Q ; Water Supply
Clearance for .3 bedroom mobile home. Other
MOTE**
JF Date
Sanitarian
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