HomeMy WebLinkAbout028-240-018028018 PERPIIT#94-3019
MCGOWAN, ROSS W.
95 GIPSOW S RD., BANGOR
REPAIR & REMODEL SIG ROOM/SF
028-210-018 PER`fIT#95-2726
McGOWAN, Ross W.
95 Gipson's Rd., Bangor���"
1st Renewal BP#94-3019
B08.0810 028-240-018
MISCELLANEOUS Private Garage/Shop
DETACHED GARAGE 24X20=:480 SQ.I
95 GIPSONS RD
MCGOWAN, ROSS
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: 95 GIPSONS RD
Owner:
Permit NO: B08-0810
APN: 028-240-018
MCGOWAN, ROSS
Issued Date: 07/17/2008 By KCG
Permit type: MISCELLANEOUS
P O BOX 161
Subtype: Private Garage/Shop
BANGOR, CA 95914
Expiration Date: 07/17/2009
Description: DETACHED GARAGE 24X20=480 S,
(530) 679-1201
Occupancy: Zoning: U
Contractor
Applicant:
Square Footage:
MCGOWAN, ROSS
Building Garage RemdUAddn
P O BOX 161
480
BANGOR,
CA 95914
Other Porch/Patio Total
(530) 679-1201
480
FEE INFORMATION
DBEH Building Review Fee $78.90
DBF Garage -Wood Frame Plan Che $241.16
DBFIRE Fire Inspection (SRA) $107.00
DBFIRE Fire Inspection (SRA) $107.00
DBFIRE SRA Fire Plan Review (S $107.00
DBMSC Garage/Shop/Strge Wood F $361.74
DBOMSC Fire Safe Standards Rev $118.98
Total Charged: $1,122.93 Fees Paid: $1,122.93
DBSMIP Residential $1.15
Balance Due: $0.00 Receipt No: B8005
`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 Contractors 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 Contractors 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 07/17/2008
the applicant to a Nil penalty of not more than five hundred dollars [$500];
Please eck one of the following:
Contractor's Signature Date
I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE
`'.,
WORKERS' COMPENSATION DECLARATION
COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR
`
OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors 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,
❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED
as required by
❑
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 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
Contractors License Law.).
Cartier: Policy Number: Exp. Date:
(This section, need not a comp eled if the permit is oror on�llars ($100) or ess.
I AME M)un r Section B. 8 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 California, d agree that if I should become subject to the workers'
X A-,-,07/17/2008
compensation v,si ns of Sect, 700 of the Labor Code, I shall forthwith comply with those
Owner's Signature Date
rovisions
X 07/17/2008
I hereby certify that I have read this application and state that the above information is cored. 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 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 CML FINES UP TO ONE
injury, including death, and property damage caused by, arising out of, or in any way connected with
HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION,
the issuance Of ' er ,t. I her y acknowledge that issuance of this permit does not authorize the
DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND
e or Occup y a sidew , street, or subsidewalk. I hereby authorize representatives of Butte
ATTORNEY'S FEES.
ove i ned property for inspection purposes. I hereby certify that I am the
;Oeowne�d to act on the property owners behalf.
u/, e ZA_# 07/17/2008
ate ;<� ,'
�;�„_CONSTRUCTION LENDING AGENCY
1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for
Name of P SIGN] Prin Date
the performance of the work for which this permit is issued. (3097 civ. code)
Owner Contractor OR; E]Agent for Owner DAgent 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
A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION
Website: www.buttecounty.net/dds
PLEASE PRINT CLEARLY
PERMIT
NO.
0019 GI O
BIN #
"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.
OWNER INFORMATION
Last Name�lil�/'
First Name 717—
�5
Ma" ddr S
City �v��0�p
Statee/1
Zip ,5?5,f1
Phone r�D
Fax
E-mail
APPLICANT INFORMATION
CONTRACTOR
Name
"A�L—.�
Address
Zip( !71
City
Fax
State
Zip
Phone
Fax
E-mail
Lic. #
Class
APPLICANT INFORMATION
ARCHITECT/ENGINEER
Name
City D/
Address
Zip( !71
City
Fax
State
Zip
Phone
Fax
E-mail
State License Number
APPLICANT INFORMATION
Name
Address
City D/
Statex?
(
Zip( !71
PhoneD 3 ? % 1Z 0 1
Fax
E-mail
i
PROJECT LOCATION
AP# v� �' a yC� 0 f e
PropertyAddress95 1-071
City>��'/tl�O/L. e s�
WORKER'S COMPENSATION
Policy Number
Carrier
If hiring anyone other than licensed contractors, a certificate of
worker's compensation must be shown at the time of permit issuance.
LENDING AGENCY
Name
Address
DESCRIPTION OR SCOPE OF WOY.
Q/v z":w
Sq FT- Living Garage Open Cov
❑ Structure Built without Permits
❑ Proposed Change of Occupancy
(Note previous use):
For office use onl :
Zoning
Flood Zone
SRA
reDl
No
Occ. .,
Type Const. A J
601-
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:
B08-0810
Date:
05/02/2008
Location:
95 GIPSONS RD
By:
TMP
Parcel Number:
028-240-018
Sub Type:
Private Garage/Shop
Owner Name:
MCGOWAN, ROSS
Phone:
(530) 679-1201
Description:
DETACHED GARAGE 24X20=480 SORT.
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. 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) 538-6226, (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 requirements.
05/02/2008
Date Signature
All of the Fire Safe Requirements are posted on the Butte County Fire Department website at
http://butterire.org/Fireprevention/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
0
O
0
0
0
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:
B08-0810
Date:
05/02/2008
Location:
95 GIPSONS RD
By:
TMP
Parcel Number:
028-240-018
Sub Type:
Private Garage/Shop
Owner Name:
MCGOWAN, ROSS
Phone:
(530) 679-1201
Description:
DETACHED GARAGE 24X20=480 SQXT.
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: f'L' Date: 05/02/2008
Title: a w4-1- C
FILE
BUTTE COUNTY FEE SUMMARY
7 County Center Drive
Oroville, CA 95965
Permit Number: B08-0810
Department of Development Services
Phone (530) 538-7541 Fax (530) 538-2140
Job Address: 95 GIPSONS RD
Contractor:
Printed: 05/02/2008
12:02 pm
Fee Description Account Number Fee Amount Paid Date Pmt Amt
DBEH Building Review Fee
0021-540013-4614901-1010 $78.90 05/02/2008 $78.90
DBFIRE Fire Inspection (SRA)
0100-450001-4617240-1010 $107.00
0100-450001-4617240-1010 $107.00 05/02/2008 $107.00
DBOMSC Fire Safe Standards Rev
0010-440001-4210500-1010 $118.98
DBFIRE SRA Fire Plan Review (S
0100-450001-4617240-1010 $107.00 05/02/2008 $107.00
DBMSC Garage/Shop/Strge Wood F
0010-440001-4210500-1010 $361.74
DBF Garage -Wood Frame Plan Che
0010-440001-4210500-1010 $241.16 05/02/2008 $241.16
DBSMIP Residential
1001-0-280-1011298 $1.15
Printed By: Tammie Powell
19122.93 $534.06
Balance Due: $588.87
At the time of permit application, I was dvised the above fees are required prior to issuance of the
permit. These feescan duri a plan checking process.
Signature:
Date: 05/02/2008
Pursuant to Government 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).
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: B08-0810 Date: 05/02/2008
Location: 95 GIPSONS RD By: TMP
Parcel Number: 028-240-018 Sub Type: Private Garage/Shop
Owner Name: MCGOWAN, ROSS Phone: (530)'679-1201
Description: DETACHED GARAGE 24X20=480 SQ.FT. zz
The above permit application has the following Clearances requXan
to permit issuance lease contact each department
indicated below regarding specific requirements pertaining to youpplication.
Yes No SEWER DISTR
❑ Thermalito Irrigation District, 410 Grand Avenue, Oro965 530) 533-0740❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530)❑ ❑City of Chico, PO Box 3420, 411 Main Street, Chico C30) 879-6700 n\DADYQ.e.DTi!"DTiATTn`TQ IIJ�J
❑ ❑ Chico Area Recreation District, 545 Vallombrosa, ico CA 95926 - (530) 895-4711
Durham Park &Recreation District, 9447 Mi ay, Durham CA 95938 - (530) 345-1921
Feather River Recreaction & Park Distri , 1200 Myers Street, Oroville CA 95966 - (530) 533-2011
Paradise Parks & Recreation, 6626 S ay, Paradise CA 95969 - (530) 872-6393
Other:
i hen filed, this application and all supporting material becomes subject to the California Public Records Act. All public
formation related to this application is subject to public inspection and will be posted on the County's website for electronic
access.
Signature of Applicant:
FILE
Date: 05/02/2008
/ SCHOOL DISTRICTS
❑
Biggs Unified School District, 3 0 B Street, Biggs CA 95917 - (530) 868-1281
Chico Unified School Distr' , 1163 East 7th Street, Chico CA 95926 - (530) 891-3006
Durham Unified Schoo istrict, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675
Gridley School Dist 'ct, 429 Magnolia, Gridley CA 95948 - (530) 846-4723
Marysville Schogl District, 1919 B Street, Marysville CA 95901 - (530) 741-6000
1
entary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000
OrovillFUnifl
Oroviln High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105
Paradied School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400
OTHER
corded copy of Agricultural Acknowledgment Statement- See Attached Instructions
❑
City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447
Other:
Other:
i hen filed, this application and all supporting material becomes subject to the California Public Records Act. All public
formation related to this application is subject to public inspection and will be posted on the County's website for electronic
access.
Signature of Applicant:
FILE
Date: 05/02/2008
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
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:
O 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 h!W:Hmunicipalcodes.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: B08-0810 Date: 05/02/2008
Location: 95 GIPSONS RD
Parcel Number: 028-240-018
Owner Name: MCGOWAN, ROSS Phone: (530) 679-1201
Description: DETACHED GARAGE 24X20=480 Sq,FT.
Signature of Applicant: Date: 05/02/2008
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.
° 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.
1. I PERSONALLYORTO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY
IMP�ROVEMEN(OR NO)
2. (06 VE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK.
3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRK 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: DETACHED GARAGE 24X20=480 SQ.FT.
Reference Number: B08-0810
Applicant Name: MCGOWAN, ROSS
Owner's Name: MCGOWAN, AP # : 028-240-018
i
Signature of Property Owner: I y� Date: 10,_ — y 8
„w.�. APPROVAL
pIV,SION - BUILDINte. G P� 0
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TOWN OF SAWOR M.O. R. UK 7 PG. 77
..... ----------
4
el AV,
FDM
FACTORY DIRECT METAL
5625 EASTSIDE RD.
REDDING CA, 96001
24' x 20' x 9'-0" Eave Height
. Steel Storage Shed
(5'-0" o.c. Frame Spacing)
PROJECT INFORMATION
OWNER NAME: ROSS MCGOWEN
PROJECT ADDRESS: 95 GIPSON RD
BANGOR, CA 95914
SHEETINDEX
I- COVER SHEET
2-3 GENERAL NOTES
4- FOUNDATION PLAN
5 -ROOF FRAMING PLAN
6-FRONT/BACK WALL FRAMING & TYP. FRAME ELEV.
7 -TYPICAL SIDE WALL FRAMING/ELEV.
8-9 CONNECTION DETAILS
10- MISC. INFORMATION
DESIGN LOADS:
DEAD LOAD:5 PSF
LIVE LOAD: 20 PSF
SNOW LOAD: 0 PSF (ROOF)
WIND LOAD: 85 MPH EXP C
r-IZ-E-
MCGOWEN
�us
FACTORY DIRECT METAL
Date: APR 08, 2008
2008
STEEL STORAGE SHEDSCALE:
AS SHOWN
-
COVER SHEET
1
2414 N. 1325 E.
LEHI, UT 84043
P: 801.768.0361
F: 801.768.0362
ROSS MCGOWEN
Of 10
r-IZ-E-
�r•
S.
STATEMENTS
1. THESE CONSTRUCTION DRAWINGS AND
SPECIFICATIONS ARE FOR BUILDING PERMIT
EVALUATION ONLY. THE CONTRACTOR OF RECORD IS
RESPONSIBLE FOR ERECTING THE STRUCTURE IN
ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
GENERAL NOTES
LODESIGN CRITERIA:
1.1 DES/GN CODES & REFERENCES
2007 Edition of the California Building Code
Steel Allowable Stress Design, Ninth Ed. (AISC)
Concrete Reinforced Concrete r Design Handbook (ACI)
Ultimate Strength Design Handbook (ACI)
1.2 DESIGN LOADS
Dead Load: Structure Weight
Live Load: CBC Sec. 1607
Wind Load: 85 mph, Exp. c
Snow Load: 0 psf
1.3 DESIGN MATERIALS & STRESSES
Steel Tubing Manufactured per ASTM -A500
Carbon Steel 16-22 Gauge - cold rolled steel
16-7 Gauge - hot rolled steel
Hot Dipped Galvanized ASTM A-123 and ASTM A-153
Bolts Anchor Bolts: ASTM A-36 or better
Machine Bolts:ASTM A-307 or better
Reinforcing Steel ASTM A -615-76A
Grade 40: #4 bars and smaller
Fy = 40,000 psi
Grade 60: #5 bars and larger
Fy = 60,000 psi
Concrete Normal Weight F'c = 2500 psi in 28 days
Soil Foundations have been proportioned based on an
allowable soil bearing value of 1000 psf (w/ 1/3
increased of seismic) in accordance with the 2007 CBC.
FACTORY DIRECT METAL
v� r •�k �` STEEL STORAGE SHED
NOTES
2414 N. 1325 E. P: 801.768.0361
LEHI, UT 84043 F: 801.768.0362 ROSS MCGOWEN
UTTE COUNTY
3UILDINC+VjSj0h t
APPROVE
Date:APR 08, 2008
SCALE: AS SHOWN
2
of 10
1.
LOGENERAL NOTES
1.1 CONCRETE SPECIFICATIONS
I . All concrete shall be normal weight and attain a minimum
compressive strength of 2500 psi in 28 days. All concrete
edges, comers, and intersections shall be tooled or
chamfered I" whether or not shown in the drawings.
2. The maximum concrete slump shall be:
Slabs .... 3" +/- I"
All other work..... 4"
3. The minimum cement content shall be 5 '/z sacks per cu
yard and shall be a standard brand type 1I, low alkali, per
ASTM C-150.
4. Any water reducing agents added shall be used to reduce
the water/cement ratio.
5. Aggregate shall conform to ASTM C-33. Maximum
aggregate size shall be I" U.0. N. Use 3/4" aggregate for
slabs on grade.
6. Anchor bolts to be full diameter, cut thread made from
ASTM A-36 steel by an American manufacturer and
installed per "Lateral Requirements" on the following
pages.
7. Curing: Freshly deposited concrete shall be protected from
premature drying and excessively hot or cold temperatures.
And shall be maintained with minimal moisture loss at a
relatively constant temperature for the period of time
necessary for the hydration of the cement (typically 7 days)
8. Special inspection is NOT required of the footing concrete.
1.2 CONCRETE REINFORCING SPECIFICATIONS
1. All reinforcing steel shall be continuous. Splices in
reinforcement shall NOT be made at or near points of
maximum stress. Splices shall be lopped not less then 30 bar
diameters and in no case less then 24". Reinforcing bars shall
have minimum bend radius of 6 times the bar diameter. Bars
shall not be heated to facilitate bending. Once bent, steel
shall not be straightened.
2. Reinforcing bars to be deformed bars conforming to
ASTM A -615-76A: #3 & #4... Grade 40; #5 & larger...
Grade 60
3. All reinforcing steel, shall be accurately positioned and
adequately tied, using proper chairs and bolsters. Nails in
wall or stem wall forms will not be acceptable. Supports
and chairs placed against exposed surfaces shall be
galvanized or provided with plastic feet.
4. Concrete cover over reinforcing is required as follows:
3"... where concrete is exposed to and cast against earth.
2"...where concrete is exposed to earth but cast against
formwork.
1 '/2"...where not exposed to earth or weather.
1.3 SOIL SOECIFICA TIONS
1. Minimum required soil bearing (DL+LL) to be 1500 psf.
2. Expansive index = (assumed* / from report)
*verification may be required by building official
3. 1t is recommended that on building sites exhibiting
characteristics of instability, a soils investigation be
performed (unless waived by the local building review
agency). Any deviation from the design values shall be
brought to the engineers' attention.
4. All required fill and backfill shall be compacted to at least
90% of maximum density unless otherwise noted on a soils
report.
1.4 STEEL SPECIFICATIONS
1. All structural steel plates, bar, angles and channels shall
conform to ASTM A36 Standards.
2. All steel tube products shall be manufactured per
ASTM -A500
Grade A-1008 and 1010 Carbon Steel
Grade B-1010 thru 1022 Carbon Steel/ 15 gauge and heavier
Grade C-1015 thru 1022 Carbon Steel/ 15 gauge and heavier
3. Carbon Steel used shall conform to the following:
16 gauge - 22 gauge (cold rolled steel)
16 gauge - 7 gauge ( hot rolled steel)
4. Wall thickness:
Cold rolled tubing (see table 9 of ASTM A-513)
Hot rolled tubing (see table 6 of ASTM A-513)
5. Bending Radius: (Minimum Workable)
2 % to 3 times the outside diameter (round)
3 %z to 5 times the outside dimensions (shapes)
FACTORY DIRECT METAL
STEEL STORAGE SHED
NOTES
2414 N. 1325 E.P: 801.768.0361
LEHI, UT 84043 I F: 801.768.0362 ROSS MCGOWEN
BUTTE COUNTY
MILL G" 0"NISION
APPROVED
Date: APR 08, 2008
SCALE: AS SHOWN
3
of 10
L�
7
o . a1- - -----------
FOUNDATION PLAN
SCALE: 1/8" = 1'-0"
LEGEND
X/" ITW REDHEAD WEDGE ANCHOR
20 RECT. TUBE— SEE PLAN
o 2x2 SQUARE TUBE— SEE PLAN
EE PLAN —1�STEV WALL
,-SLAB ON GRADE WWF 6/6/10/10
FOUNDATION SECTION A -A
SCALE:NTS
(WHERE
A APPUCABLE)
LAB
(WHERE
VPPUUI'L'E BARS 0 16' D.C. HORIZ. 2*x3" POST
DIA. ITW/REDHEAD WEDGE ANCHOR
4 BARS 0 24" D.C. VERT. SEE FOUNDATION PLAN FOR LOCATION
4 BARS x CONT.
1-9/16" MIN.
S .S
EE PLANS EDGE DIST.
OITW/REDHEAD
WEDGE ANCHOR
SCALE: NTS
FACTORY DIRECT METAL Date:APR 08, 2008
STEEL STORAGE SHED SCALE: AS SHOWN
FOUNDATION PLAN 4
2414 N. 1325 E. P: 801.768.0361
LEHI, UT 84043 1 F: 801.768.0362 ROSS MCGOWEN 13LJITC-7 P.01 !RffV— of io
3UILDING-DIVI -81
0%,
APPROVED
BUILDING DIVISION,
tSAU& WALL rRAMING
CALE: 3/16" = I'-0"
1 6
9 /1-1\9 r --ROOF DECKING
I
8
x
c�
W
Z
Q
W
a _ ,
CD
10'-0" X 8'-0" 2
o GARAGE DOOR
cl, Cl9
W L DECKIN
288.00" 24'-0"
FRONT WALL FRAME
SCALE: 3/16" = I'-0"
I YYICAL INTERMEDIATE FRAME
SCALE: 3/16" = I' -0"
N FACTORY DIRECT METAL Date: APR 08, 2008
a� STEEL STORAGE SHED SCALE: AS SHOWN
COVER SHEET
2414 N. 1325 E. I P: 801,768.0361
LEHI. UT 84043 F: 801.768.0362 ROSS
WILDING DIVISION,
APPROVED
6
of 10
RIGHT SIDE WALL FRAMING
SCALE: 3/16" = V-0"
DECKING
LEFT SIDE WALL FRAMING
SCALE: 3/16" = V-0"
;1 w FACTORY DIRECT METAL Date: APR 08, 2008
�xU.y STEEL STORAGE SHED SCALE: AS SHOWN
TYPICAL SIDE WALL 7
2414 N. 1325 E. I P: 801.768.0361 FRAMING/ELEV.
LEHI, UT 84043 F: 801.768.0362 ROSS MCGOWEN ''rr= Of 10
BUILDING DIVISION
APPROVED
6'x1 )"x18 GA. B-15
BRACKET W/ MIN.(2) /1121"
TEK SCREWS TO EACH
MEMBER. ONE BRACKET ON
EACH SIDE OF CONNECTION
2"z3' VERTICAL UNIT
r -VERTICAL TO RAFTER DETAIL
SCALE: NTS
TRIM BRACKET TO SLOPE OF RAFTER
@DOOR HEADER DETAIL
SCALE: NTS
7'x5 J"x18 GA. 8-57
BRACKET W/ MIN.(6) #12x1'
- TEK SCREWS TO EACH
TRIM BRA
t" COLLAR TIE
9"x 9"x18 GA. 8-15
BRACKET W/ MIN.(2) /12x1"
TEK SCREWS TO EACH
MEMBER. ONE BRACKET ON'
x3" HEADER
EACH SIDE OF CONNECTION
9"x 9"x18 1
BRACKET W/ MIN.(2,
TEK SCREWS
MEMBER. ONE BRACKET ON
EACH SIDE OF CONNECTION
VERTICAL TO HEADER DETAIL
SCALE: NTS
,TRUSS DETAIL
,&
SCALE:NTS
CAL UNIT
i1B- TTOM CHORD CONNECTION DETAIL
SCALE: NTS
2414 N. 1325 E.
LEHI, UT 84043
1.5'x1.5" TUE
DCMER BRACE DETAIL
SCALE: NTS
via ACTORY DIRECT METAL Date: APR 08, 2008
STEEL STORAGE SHED SCALE: AS SHOWN
CONNECTION DETAILS
P: 801.768.0361
F: 801.768.0362 ROSS MCGOWEN; A d
ou
SUILD
►1� !II
APPROW ED
VERTICAL UNIT
8
of 10
�-2'x3" HEADER
/
1'x5 j"x18 GA. 8-57
BRACKET W/ MIN.(2) #120"
TEK SCREWS TO EACH
MEMBER. ONE BRACKET ON
EACH SIDE OF CONNECTION
"x3" VERTICAL UNIT
TRIM BRACKET TO SLOPE OF RAFTER
@DOOR HEADER DETAIL
SCALE: NTS
7'x5 J"x18 GA. 8-57
BRACKET W/ MIN.(6) #12x1'
- TEK SCREWS TO EACH
TRIM BRA
t" COLLAR TIE
9"x 9"x18 GA. 8-15
BRACKET W/ MIN.(2) /12x1"
TEK SCREWS TO EACH
MEMBER. ONE BRACKET ON'
x3" HEADER
EACH SIDE OF CONNECTION
9"x 9"x18 1
BRACKET W/ MIN.(2,
TEK SCREWS
MEMBER. ONE BRACKET ON
EACH SIDE OF CONNECTION
VERTICAL TO HEADER DETAIL
SCALE: NTS
,TRUSS DETAIL
,&
SCALE:NTS
CAL UNIT
i1B- TTOM CHORD CONNECTION DETAIL
SCALE: NTS
2414 N. 1325 E.
LEHI, UT 84043
1.5'x1.5" TUE
DCMER BRACE DETAIL
SCALE: NTS
via ACTORY DIRECT METAL Date: APR 08, 2008
STEEL STORAGE SHED SCALE: AS SHOWN
CONNECTION DETAILS
P: 801.768.0361
F: 801.768.0362 ROSS MCGOWEN; A d
ou
SUILD
►1� !II
APPROW ED
VERTICAL UNIT
8
of 10
VERTICAL PI
CORE PIN MADE FROM CORE
1-3/4' x 2-3/4'
14 GA STEEL TUBING
BASEPLATE MADE FROM
2' K 3" 14 GA.
CORE PIN WELDED TO--J//'
O GALVENIZED STEEL TUBING
THE 2'x3' BASEPLATE
rZVERTICAL TO RAFTER DETAIL
SCALE: NTS
1-J/.
10 GA. STEEL
%1DOOR HEADER DETAIL
SCALE: NTS
1-3/4" x 2-3/4"
STEEL 14 GA. STEEL CORE INSERT
SCREWS
2"x3" VERTICAL UNIT
(7) �VERTICAL TO HEADER DETAIL
SCALE: NTS
1-3/4" x 2-3/4"
10 GA. STEEL CORE INSERT
'w VERTICAL UNIT
0,—"YTRUSS DETAIL
SCALE:NTS
SCORNER DETAIL'� -EAK DETAIL
SCALE: NTS 1-1/2" x 1-1/2" x I8 GA. HAT \,L,/SCALE: NTS
CHANNEL MAC GIRT SPACED 42' O.C.
\-2x3 RAFTER
--SHAT CHANNEL TO RAFTER DETAIL
SCALE: NTS
FACTORY DIRECT METAL Date: APR 08, 2008
r ..c
�i�ca �= STEEL STORAGE SHED SCALE: AS SHOWN
CONNECTION DETAILS 9
2414 N. 1325 E. P: 801.768.0361
LEHI,UT84043 F: 801.768.0362 ROSS MCGOWEN` Of 10
BUILDING DIVISION
APPRO,/M
ANTI—SIPHON
BIDE LAP
METAL DECKING PROFILE (ROOF)
29 GA. PRO -RIB
Ix=O.130, Sx=0.0205, Fy= 80 ksi
SCALE:NTS
#12 x 1" SELF DRILLING SCREW 2"X2" SQUARE TUBING
USED IN MOST JOINING APPLICATIONS 14 GA, Ix = 0.3482, Sx = 0.3482, Fy = 50 ksi
SCALE:NTS
SCHEDULE
METAL DECKING 29 Go. PRORIS (WALLS)
29 Go. PRORIB (ROOF)
Fy = 80 ksi
Fy = 80 ksi
2"x2" SQUARE TUBING 14 Go.
Fy = 50 ksi
2"x3" RECT. TUBING 14 Go.
Fy = 50 ksi
BOTTOM CHORD CONNECTION DETAIL
SCALE:NTS
2"X3" SQUARE TUBING
14 GA, Ix = 0.7894, Sx = 0.7894, Fy = 50 ksi
FACTORY DIRECT METAL Date:APR 08, 2008
"132E STEEL STORAGE SHED SCALE: AS SHOWN
MISC. INFORMATION 10
01.768.0361
01.768.0362 ROSS MCGOWEN Ilk 1� of 10
DuII&�--
3UILDING DIVISION
APPROVED
w
Structural Calculations for
Factory Direct Metal
5625 Eastside Road
Redding CA, 96001
Ross McGowan
95 Gipson Rd.
Bangor, CA 95914
24'x 20'x 9'-0" Steel Building
(5'-0" O.C. Frame Spacing)
Prepared By:
Mitch Mortensen, P.E.
BUTTE COUNTY
BUILDING DIVISION
APPROVED
. IMA N. 132lsa
5 E.
LehiUT 84043
izWML8-0362-�
68-0361
6
TABLE OF CONTENTS
SECTION and DESCRIPTION PAGE NO.
1.0 Design Criteria
Name: Ross McGowan
# 07-028
igner MCM
1.1 Design Codes and References ______________________
1.2 Design Loads ______________________________
1.3 Design Materials and Stresses ____________________
2.0 General Notes
2.1 Concrete Specifications ______________________________
2.2 Concrete Reinforcing Specification ______________________________
2.3 Soil Specifications ______________________________
2.4 Steel Specifications ______________________________
3.0 Structural System -------------------- —________
3.1 Roof System ______________________________
3.2 Wall System ..............................
3.3 Floor System ______________________________
3.4 Foundation System ______________________________
4.0 Design Parameters ______________________________
5.0 Structural Loads
5.1 Vertical Loads
5.2 Lateral Loads
5.3 Load Combinations ______________________________
6.0 Structural Analysis ------------- __-___-____
6.1 Wind Forces
6.2 Seismic Forces
6.3 Roof Diaphragm Design ______________________________
6.4 End wall / Shear wall Design ______________________________
6.5 Holdown & Anchorage ______________________________
7.0 Structural Sketches
8.0 Product Data
PAGE NO
4
4
4
4
5
5
5
6
6
6
6
6
6
6
7
8
8
9
10
11
11
12
12
13
14
33
34
D 2414 N. 1325 E. Job Name: Ross McGowan
Lehi, UT 84043 Job # 07-028
TAU=
P:801-768-0361 Designer MCM
1.0 DESIGN CRITERIA:
1.1 DESIGN CODES & REFERENCES
• 2007 Edition of the California Building Code
• 2006 Edition of the International Building Code
• ASCE 7-05
• Steel: Allowable Stress Design, Ninth Ed. (AISC)
• Concrete: Reinforced Concrete Design Handbook (ACI)
• Ultimate Strength Design Handbook (ACI)
1.2 DESIGN LOADS
Dead Load: Structure Weight
Live Load: CBC Sec. 1607
Wind Load (3 -sec): 85
Wind Exposure: C
Site Class: D
Roof Snow Load: 20
1.3 DESIGN MATERIALS & STRESSES
mph
psf (minimum roof LL = 20 psf)
Steel Tubing Manufactured per ASTM -A500
Carbon Steel 16-22 Gauge — cold rolled steel
Hot Dipped Galvanized
Bolts
Machine Bolts:
Reinforcing Steel
Grade 40:
Grade 60:
Concrete Normal Weight
16-7 Gauge — hot rolled steel
ASTM A-123 and ASTM A-153
Anchor Bolts: ASTM A-36 or better
ASTM A-307 or better
ASTM A -615-76A
#4 Bars and smaller
Fy = 40,000 psi
#5 Bars and larger
Fy = 60,000 psi
F'c = 2500 psi in 28 days
Soil Foundations have been proportioned based on
an allowable soil bearing value of 1000 psf (with
1/3 increased for seismic) in accordance with
2007 CBC.
BUTTE COUNTY
BUILDING DIVISION
APPROVED
. 2414 N. 1325 E. Joh Name: Ross McGowan
Lehi, UT 84043 Job # 07-028
P:801-768-0361 Designer MCM
2.0 GENERAL NOTES:
2.1 CONCRETE SPECIFICATIONS
1 All concrete shall be normal weight and attain a minimum compressive strength of
2500 psi in 28 days. All concrete edges, corners, and intersections shall be tooled or
chamfered 1" whether or not shown on the drawings.
2 The maximum concrete slump shall be: Slabs 3" + or — 1"
All other work 4" + or — 1"
3 The minimum cement content shall be 5'/Z sacks per cu. yard and shall be a
standard brand type II, low alkali, per ASTM C-150.
4 Any water reducing agents added shall be used to reduce the water/cement ratio.
5 Aggregate shall conform to ASTM C-33. Maximum aggregate size shall be 1" U.N.O.
Use %" aggregate for slabs on grade.
6 Anchor bolts to be full diameter, cut thread made from ASTM A-36 steel by an
American manufacturer and installed per "Lateral. Requirements" on the following
pages.
7 Curing: Freshly deposited concrete shall be protected from premature drying and
excessively hot or cold temperatures, and shall be maintained with minimal moisture
loss at a relatively constant temperature for the period of time necessary for the
hydration of the cement (typically 7 days).
8 Special Inspection is NOT required for the footing concrete.
2.2 CONCRETE REINFORCING SPECIFICATIONS
All reinforcing steel shall be continuous. Splices in reinforcement shall NOT be made
at or near points of maximum stress. Splices shall be lapped not less than 30 bar
diameters and in no case less than 24". Reinforcing bars shall have minimum bend
radius of 6 times the bar diameter. Bars shall not be heated to facilitate bending.
Once bent, steel shall not be straightened.
2 Reinforcing bars to be deformed bars conforming to ASTM A-615 76A.
#3 & #4 Grade 40
#5 & larger Grade 60
All reinforcing steel shall be accurately positioned and adequately tied using proper
chairs and bolsters. Nails in wall or stem wall forms will not be acceptable. Supports
and chairs placed against exposed surfaces shall be galvanized or provided with
plastic feet.
4 Concrete cover over reinforcing is required as follows:
Willa -E COUNTY
ULDING DIVISION
APPROV&D
3". ------- concrete is exposed to and cast against earth
2" --------- concrete is exposed to earth but cast against formwork
1 '/2" -------- concrete is not exposed to earth or weather
2.3 SOIL SPECIFICATIONS
Minimum required soil bearing (DL + LL) to be 1000 psf.
Expansive index (assumed' / from report)
*verification may be required by building official
It is recommended that on building sites exhibiting characteristics of instability, a soils
investigation be performed (unless waved by the local building review agency). Any
deviation from the design values shall be brought to the engineers' attention.
4 All required fill and backfill shall be compacted to at least 90% of maximum density
unless otherwise noted on a soils report.
2.4 STEEL SPECIFICATIONS
All structural steel plates, bars, angles and channels shall conform to ASTM A36
Standards.
2 All steel tube products shall be manufactured per ASTM -A500
Grade A - 1008 and 1010 Carbon Steel
Grade B - 1010 thru 1022 Carbon Steel / 15 gauge and heavier ,
Grade C —1015 thru 1022 Carbon Steel / 15 gauge and heavier
3 Carbon Steel used shall conform to the following:
16 gauge — 22 gauge (cold rolled steel)
16 gauge — 7 gauge (hot rolled steel)
4 Wall thickness:
Cold rolled tubing (see table 9 of ASTM A-513)
Hot rolled tubing (see table 6 of ASTM A-513)
5 Bending Radius: (Minimum workable)
2 % to 3 times the outside diameter (round)
3'h to 5 times the outside dimension (shapes)
3.0 STRUCTURAL SYSTEM:
3.1 ROOF SYSTEM Steel decking over steel tube standard truss
Diaphragm will be considered flexible for
calculation purposes.
3.2 WALL SYSTEM Ordinary moment resisting frame, horizontal
metal decking.
3.3 FLOOR SYSTEM No Floor
3.4 FOUNDATION SYSTEM ITW Redhead wedge anchor
BUTTE COUNTY
BUILDING DIVISION
APPRO»FD
2414 N. 1325 E. Job Name: Ross McGowan
W Lehi, UT 84043 Job # 07-028
.> P:801-768-0361 Designer MCM
F:801 -768-0362a e 4/9/2008
-4.0 Design Criteria:
Building Dimensions
Width 24 ft
Length 20 ft
Eave Height 9 ft
Frame Spacing 5 ft
Post l
Number of Posts in Transverse Direction
Number of Posts in Longitudinal Direction
Elbow Connection
Brace Horizontal Length
Brace Vertical Length
Soil Type:
Foundation Type:
Slab Thickness
Concrete Density
Footing Width
Footing Depth
Anchor Type
Roof Sheathing
Roof Sheathing Gauge
Roof Purlin Spacing
Wall Sheathing
Wall Sheathing Gauge
Roof Rise 3
Roof Run 12
Peak Ht. 12 ft
2
6
18 in
18 in
Soft
Slab on Grade
4 in
144 pc.
12 in
12 in
RedHeadWedge
29 GA
5 ft o.c.
29 GA
U COUNTY
3UIL®ING 01VI
A PPE3011 �I�
,n
'Company
Designer
Apr 9 2008
Job Number: 4:10 Om
Checked By:
Bask Load Cases
Joint Boundary Conditions
Joint I nhal
Hot Rolled Steel Design Parameters
Label Shang I angthr I h—W&I I k ;-r"I I
Ma L%,UIIIj2 IUJ2.. LCUMP DOI_ K-OUJ K -in GM I I s ...Ins way Fund-
7.51 M1 1 1Lateral
3 M3 3x2xl4Ga 1.546 Lateral
5 M5 2x3xl4Ga 10.823 R IS J Lateral
� SRIW, 613 2.625
7 M7 2x2x14Ga Lateral
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9 M9A 3x2x 4 a.5
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WRIM-112MAK-0 W W, —XIN WK ME
13 M13 I 2x2x14Ga , 10. 5 Lateral
QW. Wt.a.n AU ON I
Member Distributed Loads (BLC 1
Hot Rolled Steel Properties
Member Section Forces (By Combination)
RISA -2D Version 8.0.2 ... \Projects\07-028 - Factory Direct Metal\Enginee T-'rds'2d] — '— — — -
6 UIR -fa I
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APPROVED
N1-
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Rotationfk-..
11-A
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5
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Hot Rolled Steel Design Parameters
Label Shang I angthr I h—W&I I k ;-r"I I
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7.51 M1 1 1Lateral
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5 M5 2x3xl4Ga 10.823 R IS J Lateral
� SRIW, 613 2.625
7 M7 2x2x14Ga Lateral
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9 M9A 3x2x 4 a.5
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11 M11 2x2x14Ga 2.401 Lateral
WRIM-112MAK-0 W W, —XIN WK ME
13 M13 I 2x2x14Ga , 10. 5 Lateral
QW. Wt.a.n AU ON I
Member Distributed Loads (BLC 1
Hot Rolled Steel Properties
Member Section Forces (By Combination)
RISA -2D Version 8.0.2 ... \Projects\07-028 - Factory Direct Metal\Enginee T-'rds'2d] — '— — — -
6 UIR -fa I
UIL DIV19
APPROVED
Company
Designer Apr9 2008
Job Number: 4:10 OM
Checked By:
Member Section Forces (BV Combination)fContinued)
LC &Aa -K., I �kpl -
Version 8.0.2 ... \Projects\07-028 -Factory tory Direct Metal\EngineeriggLTu9,'P"4.13,L)UN;i6e 2
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APPROVED
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57 3.547-.156 .974
59
4 3.383 .5 .043
61 3 183 --03
10152-64,003
Version 8.0.2 ... \Projects\07-028 -Factory tory Direct Metal\EngineeriggLTu9,'P"4.13,L)UN;i6e 2
BUILDING DIVI&ON
APPROVED
,,
'Company
Designer 4P 0 OM 08
Job Number: Checked By:
Member Section Forces (By Combination) (Continued)
MA.ld K
63 3 3 183
zsnear K Mo nt kftl
-
003 - 015
aii�;�4k;. � �r" ���' �' r b '""fir ,^51 ar k; `yt��. F.ts {.., �r A v°, +�. -- , , i . .
r s .��� '. 2 t ` I '� '
65 5 183
03 0
�t,a..
�..:hi1'MJWill,
2 003..
0 - 0
67iag
r �0� r xr�
69*� M 4
I 69, TEN
1, U z;
0
2 4 142063 216 216
Member Section Stresses (By Combination)
1 1 M1tAxialIKS1B di B Bendngrksil
w 2 1 .492
2t
3
3 2 134 492 16 044 16.044
5. 5 2 134 - 49232 088 32 088
. � �_;� ��.;� �,. $w,.,,� �..� � ..:445: ;,��.,2 03'�"�`� ���
74 2 445 2.803 -22.948
r k a,s7rry �,u yr �, A 22 948
�J ,rt�m .4.4.6 2803' }r �, 3 `
13,8 ml. I :
9�
4 445 2.803 4 669 4.669
1. � t,"'���� NOR,, .,: � �.�u�. � ����� ��`.�,5'� k��:.:� '1�44�5�`
11 1
.
M 3
5 ,. 1-1.79 4471 -4.471
.....MIN§ZIA3"'':...
13 3 -1.822 3.644 3.644
14 " 4 � `1 8 '8r �" 83"32 2f,:03' Y ��� MWONAIM
15
i16X 1? `
.`
5 1.854 -.437 1.41
�M9i '���4� 42��c . 41
17
2 4 142063 216 216
19 4 4 142 063649 649
a a5
�.,:. 6.3. ` s_+ 86:5.'. sC �'8
, . • - , ..h
21 4 M5 1 5.008 1.081 2.074 -2.074
�,"Y'S' r•.r• ,
M. ... .. .� . �.; ` ., 4`89'"x`..
3 l.. ,. 24'41 w.d r .' 1 RAN
23 3 4.781 384 18.477 18.477
24 .:.
fi� .. „ .'� ��', a 4 '.11116 u>;"
yA2/55 4.555 1.848 -34.021 34.021
'X#L:VA.. �1 rt, ."cx`x4..��^ 4 af'°�,�+'Y3" � 14.1 c 3 „ '� `c w•V'� `�t.� k'i- 3� 'p §`' 'i r rc. r
27 2 -5.535 013-568
69s,
29 4 5 535
4 �< 013
' 3 x ,, . s LO, W . a� � _5 � �5 5.3"5? `' �,01�3 OWN.
O31 1
X32
33
M7 1 005 0 0
w
:
4
'Company Apr9 2008
Designer
Job Number: 4:10 OM
Checked By:
Member Section Stresses (By Combination) (Continued)
RA --k-. I -k-1
i uL) oenui QJKSI J bot tsenamll(Sll
OWN, V101,01
ACTAN7
Ul—VINN
47 2 -1.806 .123 -4.233 4.233
X-4814" Eir I .6f
49 &,,AmA�g 4 -1.838 .332 -2.703 2.703
sigg'.4 1. R -,"A W
=K 0198, v N M 54TMER,
51 1
Mil 1 4.142
Hamm
LOW—A i l,
=. , , ... :Yti21'6OO21YfiN53
3 4.142432
- 063
=1 42% "w,
RE1094
55 5 4.142 -.063 -.�M Ufa 865 5
91004
57 2 4.894 -.349 -18.888 18.888
0, UT -f'R,7%;4VW 2-50,
4� 3 W..7107WO
9
59
—.%.
4 4.668 1.116 -.841 1
.8
60`
WO, Ulhal I 4 A NOW WON,
0
61 1
,2
M13 1 -5.535 .013 -.758
.758
EM vlila
an rNWEt
63
3 -5.535 -.013 .379 -.379
g 7
65
113112
5 -5.535 -.013 0 0
ug
�Wd g �gvyp EAW
"M OW
67
2 .005 0, 0 0
me tin� �m
69
4 .005 0 0 0
EWTE: COUNTY
dUILDING DIVISION
APPROVED
RISA -2D Version 8.0.2 ... \,...\Projects\07-028 - Factory Direct Metal\Engineering\Truss24.r2d] Page 4
2414 N. 1325 E
Lehi, UT 84043
.., P:801-768-0361
F:801-768-0362
6.1 Wind. Based on ASCE 7-05 Method 1
Design Criteria Design Information:
Roof Pitch Vertical 3 Length of Analyzed Section
Horizontal 12 Width of Analyzed Section:
0: (degrees) 14.03 Roof Eave Height
Exposure C Roof Peak Height
Wind 3 Sec. Gust Speed: 85 Roof mean Height
a
2a not less than 3)
Eoh -28.4
Joh Name
Job #
Designer
A 17.424
E
wrrc=
63.5 plf
B -7.056
F
wrreb=
127 lb
C 14.112
G
wrre=
597.5 lb
D -3.969
H
Wind Loads:
-20.28
-13.23
-14.112I Roof Dead loac
Roof Live Load
-10.143
Ross McGowan
07-028
MCM
1 Story
L= 25 ft
W= 24 ft
H= 9 ft
hp= 3 ft
h= 10.5 ft
a= 2.5 ft
2a= ' 6 ft
DL= 5 psf
LL= 20 psf
hp wrrd wrre
wrr
2a
H/2 wrrc wrr L
2a
W wrre
Transverse (Perpendicular to ridge)
Roof Wind Pressure (D):
Wall Wind Pressure (C):
Diaphragm Load (C+D)
End Roof Load (B*2a*hp):
End Wall Load (A*2a*H/2):
End Wall Load (A+B):
Diaphragm Shear Load
.16 hp
wrgc
JH/2
Longitudinal (Perpendicular to Gable)
wrrd=
11.91 plf
wrrc=
63.5 plf
wrr=
75.41 plf
wrreb=
127 lb
wrrea=
470.4 lb
wrre=
597.5 lb
Vwr-
1070 Ib
wrge
R2a
1WArgC W
2a
wrge
Wall Wind Load (C): wrgc= 84.67 plf
Additional Wind Pressure (A): wrge= 17.42 psf
End Wall Load (B*2a): wrre= 27 Ib
Diaphragm Shear Load 1043 Ib
BUTTE COUNTY
3UIL®ING DIVISION
APPROVE®
ross mcgowan
Date and Time: 4/9/2008 4:06:41 PM
Seismic Design Category - Conterminous 48 States
Latitude= 41.0757, Longitude= -124.15109
MCE MAP VALUES
Short Period Map Value - Ss = 255.5% g
1.0 sec Period Map Value - S1 = 118.5% g
RESIDENTIAL DESIGN INFORMATION
Short Period Map Value - Ss = 255.5% g
Soil Factor for Site Class D - Fa = 1.00
Residential Site Value = 2/3 x Fa x Ss = 170.3% g
Residential Seismic Design Category = E
allILDING DIVISION
APPROVED - -
. 2414 N. 1325 E.
'
Job Name:
Ross McGowan
Lehi,
UT 84043'
Job #
07-028
w . P:801-768-0361
Designer
MCM
4/9/2008
Continued - Lateral Analysis 2006 CBC
1 Story
6.2 Seismic: Based on ASCE 7-05 Eq.
Lateral Force Procedure
Design Criteria
Length of Analyzed Section:
L= 25 ft
Roof Live Load
LL=
20 psf
Width of Analyzed Section:
W= 24 ft
(20% LL if over 30)
LL20=
0 psf
Roof Eave Height
H= 9 ft
Roof Weight
Wr-
3000 Ib
Roof Dead load DL= 5 psf
Site Class D
Sds: (2/3*Fa*Ss)
1.7
Fa: 1
Shc:(2/3*Fv*S1)
1.19
Fv: 1.5
Resp. mod factor Trans
Rt=
3.5
Ss: 2.55
Resp. mod factor Long
RI=
2
S1: 1.19
Importance factor
1=
1
Seismic Response co. Tran (Sds/R/1)
Cs=
0.486
Seismic Response co. Lon Sds/R/1)
Cs=
0.85
Seismic Loads:
hp
Vwt
H/2 L
Vwt=
80.14 plf
W
Transverse (Perpendicular to ridge):
Roof Diaphragm Weight:
Wd=
3000 lb
Wall Weight (both sides):
Ww=
1125 Ib
Seismic Base Shear:
Vbr=
2004 Ib
Maximum Diaphragm Shear: Vrmax=
1002 lb
Jhp
Vwt
H/2
W
Vwt=
82.57 plf
L
Roof Diaphragm Weight:
Wd=
3000 Ib
Longitudinal (Parallel with ridge):
Wall Weight (both sides):
Ww=
1080 lb
Seismic Base Shear:
Vbp=
1982 lb
Maximum Diaphragm Shear: V max=
990.9 Ib
BUTTE COUNTY
BUILDING DIVISION
Ei.
a
BUTTE COUNTY
BUILDING DIVISIOK
APPROVED
Apr 9, 2008 at 4:11 PM
Lateral Analysis Truss24.r2d
'Company Apr9 2008
Designer 4:11 OM
Job Number: Checked By:
Basic Load Cases
Joint Boundary Conditions
W -t I ahol Y L11;
Hot Rolled Steel Design Parameters
Label — Shape Len th I-b-OLffift] Lb -in I -comp top.. I -comp bot., K -out Clb 0 Is ... In s v Functi..
M1 3x2x14Ga 7.5 Lateral
MONM
3 M3 3x2x14Ga .1 .546
M mo Lateral
114
5 M5 2x3x14Ga 10.823
Lateral
7 M7 2x2xl4Ga 2.625 FOUR MIEMMRIP
Lateral
9 M9A 3x2x14Ga 1.5 Lateral
11 M11 I 2x2x14Ga 2.401
Lateral
13 M13 2x2x14Ga 10.5 Lateral
....... . . . . . .
Member Distributed Loads
Hot Rolled Steel Properties
Member Section Forces (Bv Combination)
LC memhor Lahal
L UJ 11.6011.1 --Rotation[k- Footing
Ni Reaction— Reaction
fflawamm Ego, 7 4
W - NEW .21 001.1 WON
N �10�
3
N5
K--nRM -r t, gg u,!
%
5
N12
Hot Rolled Steel Design Parameters
Label — Shape Len th I-b-OLffift] Lb -in I -comp top.. I -comp bot., K -out Clb 0 Is ... In s v Functi..
M1 3x2x14Ga 7.5 Lateral
MONM
3 M3 3x2x14Ga .1 .546
M mo Lateral
114
5 M5 2x3x14Ga 10.823
Lateral
7 M7 2x2xl4Ga 2.625 FOUR MIEMMRIP
Lateral
9 M9A 3x2x14Ga 1.5 Lateral
11 M11 I 2x2x14Ga 2.401
Lateral
13 M13 2x2x14Ga 10.5 Lateral
....... . . . . . .
Member Distributed Loads
Hot Rolled Steel Properties
Member Section Forces (Bv Combination)
LC memhor Lahal
RISA -2D Version 8.0.2 ... \Projects\07-028 - Factory Direct Metal\—Engineerir�g��fLv'u" s,24:7r2b.IVVI` &gg 5
BUILDING DIVISION
APPROVED
M1
ShearlKi
-.107
Momentlk-ftl
0
.146
3
SAW
3 -.107 .146 -.548
INNEMPS
5
5
Op.
-.107 1 .146 -1.097
N Ral Ag
7
8 NO S -1 WN
WI WIN
2 1.14 3 1 -.965
11001110- AN i
R71.1
Ej
RISA -2D Version 8.0.2 ... \Projects\07-028 - Factory Direct Metal\—Engineerir�g��fLv'u" s,24:7r2b.IVVI` &gg 5
BUILDING DIVISION
APPROVED
'Company
Designer AApr 2
pr 9 2008
Job Number: 4:1Checked By:
c
Member Section Forces (By Combination) (Continued)
-
9
- __ --- OIJUdFlrIMO a -T(
4 1.143 965 -.012
X10 ska
� � ..:�
11 1
M3 1 1.489 805 35
1?2. '"°``..
ah8.iV1" 2�48:9x . tr.8.05'z'„c:�0.3"
13 3 1.489 805 - 272
�14YMaf:"�� R s,
���'��Y.�80:5:��� �:x�,��.` `.,. a �.•y,58Y4�.�
15 5 1.489 805 895
pz11'>607 "W1M ,tom; , F r
17
016.
..,...
2 y -1.67' 087 0 2
,i . Z.3��
19 > �� , ,� , 4 -1.67 - .156
20 � � b ,4 r{.. z �? 5 ` �� 1 67 <t ',`r � p Q8r?¢�.' �x MASUD IMRI `x
21 1 M5 1 073 126 -1.104
MMM . s, .� ';,, f 2�`073su yeas P126i� wr nNrhi�
r 's.
233
2 ..
.073 6
sit.. �r'�.�MEMO 073=`i i2 , - 4
25 5 073 126 2fi 258 t 7.
27
2 .037 002 02
M M 9MPI N01 ..Iti4 MEw�"? r �3��� �� .� '.037°� ��i"� �������rOv02��� � ; �t' !�w' l �'t';
- 7� x �,0.1,3
294
Vis: �
_
037
; ., :G I :> r 5 537��� 0�2, �%Nwi l��%. 0,-10.���.-II
31 1
M7 1 0 039 0
, Q w >, . ; '4.. t52 "' a ,'.0"`'9a
33
39 052
35
5 0
MEMKINNIME 39�"'_37, t0
2107 YF* 1) 139 r d /x 26
�am,�1x07� aa��✓.='y�� �., �+�' war ����>n,�� �a r� 2..����w.s!t�'t
39
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4 7 139 781
1 rr
41 1
M9A 1 1 83 41
°`YJ
MOM
��J }ip� x MON-10 s 928 F
S 9 � ,L .�,.�W�YJ rRiSAS,F; � . 5 ". r � Y� } t T i� 4 �i t- {aAa,
...' . fi a ., it'',�
43
3 1:083 345. `
44
��: ' '"`x � 4 � 1 Or8.3� _ .: 5"28 ? + y 10•. :his
_.
45 1
5 .083 5
928 3 1
47'
`'
2 1.163 826 032
`48 '.". �'3�1?63k. s ..82 is r2Y8}7
494
50 ...
1.163 _
. �r'"5-11i63'� ' M$26 ts.'t v, -.606
`t>a
51 1
M11 9 09 0
2>:: M.
�s r �� . few Y.. �z1 2 �� � � ':.OYg;< ��T-19012, r
-
53
3 1 1.596 09 108
WT641, 1Mp4 X1596 ,x �..w':0:9Ys ' -16f1
55
5 1.596 09 215
4-vil �x 1141
57
>1
2 091 131 737
F �M1 A,
5$t . w s' , _ .'°": €, • z 3 Ky ,s x.,..0:91 '�� s ' < ',X1.3 s zx ;� ���009il"
59
.
4 091131
y .08
x1,3,1-,0!h�2:Zt3`�34
61 1
M13 1 259 002 024
2: RL MWE `.
63
3 .259 002
t
0450
.012
ri 4r.. `�?'f 1 P �''$'�f ) c{g ,t • N' -Y C'"Y, t
50
65
5 .259 -.002 0
RISA -2D Version 8.0.2 [\..:\...\...\Projects\07-028 - Factory Direct Metal\Engineering\Tru s27r:2dj �? 6
SUILDING �tiV I SI�
*Company
Apr9 2008
Designer 4:11 OM
Job Number:
Checked By:
Member Section Forces (By Combination) (Continued)
LC Member Label Sec Axial[kl Shearfkl Momept[k-ftl
IWO. M -s NI -0111 N ''' _ 'Flo '44
67 U N; I -I PR 1p 4%
2 0 61 .36
IN,
69 4 '0 .017
0Z OR =001. W T,
Member Section Stresses (By Combination)
LC KAPMhor I ahol
....... M114 -ShearlKSII - lQpljendingfkQ- NO
.7 .326 0 7119�0
3 . 3 -.147.326 RalrybMan 515 1931T
Rim 10.639 -10.639
5 14-11NM11-5va-83saw
-
5 -.147 .326 21.277 -21.277
NO
7 2 1.577 -2.152
14.259 -14,249
W -RE - 7 2 " 0 * -M, - -
ON
96omw Is o, NNOW ANN,
9 4 1.577 -2.152, .29A -.224
1, W. NOWNW-; '
11 1 M3 1 .2 .055 1.797 -6.794 6.794
MWN
fimmm ER".2
3
3 2.055 1.797 .286 -5.286
14 3," _�vw �,
M
15 5 2.055 1.797 7.367 -17.367
M W
YOU
17 2 -2.904
.386 1 318 -1-318
St
194 .386 3.954 -3.954
21 1 11 M5 1 01 .281 21.4 1 12m2l.412
s.
A ln28x1MOO".
23
-.281, .199' -8.199
25 5OPEWMAIN MORTAIATEMI.- .101 -.281 11 -5.014 5.014
A
'RAN, MMON I'll
27 lw�- WON
.065- -.011 .493 .493
EWEN
29 M LIM. X., -WW�PMw, I �wl' RZO 4' �Wlml 0 4 1 �Wfll 51651-11.11
.065 -.011
qq�.164 -.164
WON
NO 0 REIMERS MINN. --ly
M7 1 0 -.175 0 0
33 3 0 -.175, -1.308 t308
71374-0 'r
-1,0M ON E NNi"NAKI rRINUNWER
35 5 0 -.175 -2.617 2.617
37 2 .147 .31 5.048 -5.048
39 4 .147 31 15.145 - 5.145
w � a N- - 1 ~11' A -�Jw�mry
�41 1 M9A -1.495 -2.071 20.194 -20.194
43 1 �l 10, . ........ 3 A.495 -2.071 6.689 -6.689
X
MWE
IN - I - �Wl WIN,
45 5 -1.495 -2.071 .-6.815
6.815
IE
7 TWN -
I W � WON 60.5
47 1 1 Al
1 2 -1.605 1.813 -.622 .622
"P41 " M
OmMON61
RISA -2D . Version 8.0.2 ... \Projects\07-028 Factory Direct Meta'I\Eng'95'99FL-Is�;2k4;r?JNTYPage 7
3UILDING IONISION,
APPROVED
'Company Apr9 2008
Designer 4:11 OM
Job Number:
Checked By:
Member Section Stresses (By Combination) (Continued)
---1 --0.1 _. I oR penaingiK$ii - bot benChn-lksil
49 4 -1.605 1.843 11.765 -11.765
BEA R M 2
A Q T-0 7959
51 1 Mil 1 2.775.398 0 0
I ENRON'
53 3 2.775 .398 2.719 -2.719
RM, W4 WeRi I ON-= aml, ISM %
55 1 - 5 2.775 . 98 5.439 -5.439
?"T!5-95 VASIN"iff VKHRIN M WIN rp
57
t X12'6 2 .126 .291 15.275 -15.275
59 4 .126 -.291 1.56 6
ME SARIN;, 9 )OINRAI-Ar 1411MO, � �
19
61 1 M13 1 .451 -.01 .619 -.619
NA,
63 3 .451 .309 .-.309
REM
65 1
.451 -.01 0 0
1 W16000"ASWIM MINIMUM 1 0, rl RMUNC3
67 20 1U61 9103 9.103
69 1.161 .439 .439
M
NOR"` NOR HIM TIRE 'N -ft
---, I'l,".X.lolololololololda"�MI-114E.4-r-r-r-r-r-r-r-r-rl"w I b MR. 6 1 W-1 OR?, . . . . . . . . . . . . XON N-R."=M607
BU-ffE COUNTY
'3UlLDI.Nr--F- DIVISIM
RISA -2D Version 8.0.2 ... \Projects\07-028 - Factory Direct Metal\Engineering\Truss24.r2d] Page 8
' RED HEAD®
y
AMORING SYSTEMS Submittal Information
Ultimate Tension and Shear Vahrip c n hc/&Ail ;me
ANCHOR
DIA.
In. (mm)
INSTALLATION
TORQUE
Ft lbs. (Nm)
EMBEDMENT
DEPTH
In. (mm)
ANCHOR
TYPE
ft= 2000 PSI (13.8 MPa)
Fir =4000PSI (27.6MPa)
Pc= 6000 PSI (41.4 MPa)
TENSION
Lbs. (kN)
SHEAR
lbs. (kN)
TENSION
lbs. (kN)
SHEAR
Lbs. (kN)
TENSION
Lbs. (kN)
SHEAR
Lbs. (kN)
1/4 (6.4)
8 (10.8)
1.1/8 (28.6)
1-15/16 (49.1)
2-1/8 (54.0)
WS -Carbon or
WS -G
Hot -Dipped
Galvanized
°f
WW3045.5.
or
SWW-3165.5.
.. ...
1,180 (5.2)
2,100 (9.3)
2,260 (10.1)
1,400 (6.2)
1,680 (7.5)
1,680 (7.5)
1,780 (7.9)
3,300 (14.7)
3,300 (14.7)
1,400 (6.2)
1,680 (7.5)
1,680 (1.5)
1,900 (8.5)
3,300 (14.1)
3,300 (14.7)
1,400 (6.1)
1,680 (7.5)
1,680 (7.5)
3/8 (9.5)
25 (33.9)
1.112 (38.1)
3 (76.2)
4 (101.6)
--1,680-(7.5)
3,480 (15.5)
4,800 (21.4)
2,320 (10.3)
4,000 (17.8)
4,000 (17.8)
2,24_0( 10.0)
5,940 (26.4)
5,940 (26.4)
2,620 (11.7)
4,140 (18.4)
4,140 (18.4)
2,840 (12.6)
6,120 (21.2)
6,120 (27.2)
3,160 (14.1)
4,500 (10.0)
4,500 (20.0)
1/2 (12.7)
55 (74.6)
2-1/4 (57.2)
4-1/8 (104.8)
6 (152.4)
4,660 (10.7)
4,660 (20.7)
5.340 (23.8)
4,760 (21.21
7,240 (32.2)
7,240 (321)
5,100 (22.7)
9,640 (42.9)
9,640 (42.9)
4,760 (21.1)
7,240 (32.2)
7,240 (32.2)
7,040 (31.3)
10,810 (48.1)
10,820 (48.1)
7,040 (31.3)
8,160 (36.3)
8,160 (36.3)
5/8 (15.9)
90 (121.0)
2-3/4 (69.9)
5.1/8 (130.2)
7-1R (190.5)
6,580 (29.3)
6,580 (29.3)
7,060 (31.4)
7,120 (31.1)
9,600 (41.7)
9,600 (42.7)
7,180 (31.9)
14,910 (66.4)
15,020 (66.8)
1,120 (31.1)
11,900 (52.9)
11,900 (52.9)
9,720 (43.2)
16,380 (72.9)
16,380 (72.9)
9,616 (42.8)
12,510 (55.1)
12,520 (55.7)
3/4 (19.1)
175 (237.3)
3-1/4 (82.6)
6-5/8 (168.3)
10 (254.0)
7,120 (31.7)
10,980 (48.8)
10,980 (48.8)
10,110 (45.0)
10,320 (90.4)
20,320 (90.4)
10,840 (48.2)
11,700 (78.7)
17,880 (79.5)
13,720 (61.0)
23,740 (105.6)
23,140 (105.6)
13,300 (59.2)
20,160 (90.1)
23,580 (104.9)
15,980 (71.1)
23,740 (105.6)
23,740 (105.6)
1/8 (22.2)
250 (339.0)
3.3/4 (95.3)
6-1/4 (158.8)
8 (203.2)
9,510 (42.3)
14,660 (651)
14,660 (65.2)
13,160 (58.5)
20,880 (92.9)
10,880 (92.9)
14,740 (65.6)
20,940 (93.1)
20,940 (93.1)
16,580 (13.8)
28,800 (128.1)
28,800 (118.1)
17,420 (77.5)
24,360 (108.4)
24,360 (108.4)
19,160 (85.2)
28,800 (128.1)
28,800 (128.1)
1 (25.4)
• en.,.,.tine,,,i.a.A•.._...____.._.._•__.•____......_....,
300 (406.7)
4-1R (114.3)
7-3/8 (187.3)
9-1/2 (241.3)
13,940 (62.0)
14,600 (64.9)
18,700 (83.2) 1
16,080 (71.5)
18,680 (121.6)
28,680 (127.6)
10,180 (89.8)
23,980 (106.7)
26,540 (118.1) 1
22,820 (101.5)
37,940 (168.8)
37,940 (168.8) 1
21,180 (94.2)
33,260 (148.0)
33,260 (148.0)
24,480 (108.9)
38,080 (169.4)
38,080 (169.4)
• For Tie -Wire Wedge Anchor, TW-140Quse tension data from l/4- diameter with t-1/8"embedment.
For continuous ettreme low temperature applications, use stainless steel.
• Allowable values am based upon a4toIsafety factor. Divide by4for allowable load values
3. UILDING ®MSM
/TWRed Head` 8ro7
7-800-899-7890 38 www.itwredhead.com
IMT711
Ultimate Tension and Shear Values (Lbs/kN) in
- a 'Ur4frelim
Lightweight Concrete*
7ANCHORINSTALLATION
EMBEDMENT ANCHOR
LIGHTWEIGHT CONCRETE
LOWERFLUTEOFSTEELDECKWITH
TORQUE
DEPTH TYPE
Yc = 3000
PSI (20.7 MPa)
LIGHTWEIGHT CONCRETE FILL
Ft lbs. (Nm)
In. (mm)
Yc = 3000 PSI (20.7 MPa)
TENSION
SHEAR
TENSION
SHEAR
Lbs. (kN)
lbs. RN)
lbs. (kN)
Lbs. (kN)
3/8 (9S)
2S (33.9)
1-1/1 (38.1)
WS -Carbon or
1,110 (9.4)
3,720 (16.5)
1,900 (8.5)
3,160 (14.1)
3 (76.2)
WS -G
Hot -Dipped
1,940 (13.1)
4,240 (18.9)
2,840 (12.6)
4,000 (17.8)
1/2 (12.1) 55 (14.6)
2-1/4 (57.2)
3.600 (16.0)
7,040 (31.3)
3,400 (15.1)
5,380 (23.9)
3 (76.2)
Galvanized
4,720 (21.0)
6,620 (29.4)
4,480 (19.9)
6,620 (29.4)
4 (101.6)
or
WW -304 S.S.
..... -•---
6,920 (30.8)
4,800 (11.4)
6,440 (28.6)
5/8 (15.9) 90 (122.0)
3 (76.2)
6,000 (26.7)
9,240 (41.1)
4,720 (21.0)
5,500 (24.5)
S (127.0)
or
SWW3165.5.
5,960 (26.5)
9,280 (41.3)
6,580 (29.3)
9,140 (40.1)
3/4 (19.1) 175 (237.3)
3-1/4 (82.6)
7,160 (31.9)
12,600 (56.0)
5,840 (26.0)
8,880 (39.5)
S-1/4 (133.4)
8900 (39.6)
15,920 (70.8)
7,040 (31.3)
----- --
• Allowable values am based upon a4toIsafety factor. Divide by4for allowable load values
3. UILDING ®MSM
/TWRed Head` 8ro7
7-800-899-7890 38 www.itwredhead.com
BRED HEAD®
l Information,
itt
Subma
ANCHOR/NO SYSTEMS
MIN. ALLOWABLE
SPACING BETWEEN
ANCHORS In. (mm)
LOAD FACTOR
APPLIED=.40
2 (50.8)
1.15/16 149.21
(133.4)
..
Recommended Spacing and Edge Distance
152.4
1.15/16
Requirements for Shear Loads*
ANCHOR
EMBEDMENT
ANCHOR
EDGE DISTANCE
MIN.EDGE
MIN. EDGE DISTANCE
SPACING
DIA.
DEPTH
TYPE
REQUIREDTO
DISTANCEATWHICH
AT WHICH THE
REQUIREDTO
In. (mm)
In. (mm)
5
OBTAIN MAX.
THE LOAD FACTOR
LOAD FACTOR
OBTAIN MAX.
95.3
3
76.2
WORKING LOAD
APPLIED =.60
APPLIED =.20
WORKING LOAD
2-1/4 (57.2)
3.15/16 (100.0)
1-9/16 (65.1)
In. (mm)
In. (mm)
In. (mm)
In. (mm)
1/4 (6.4)
1-1/8 (28.6)
5-3/16
2 (50.8)
1-5/16 (33.3)
79.4
3-15/16 (100.0)
MIN. ALLOWABLE
SPACING BETWEEN
ANCHORS In. (mm)
LOAD FACTOR
APPLIED=.40
2 (50.8)
1.15/16 149.21
(133.4)
1.15/16
49.2
152.4
1.15/16
49.2
1(25.4)
3.15/16
(100.0)
157.2)
3.1/8
3/8 (9S)
1.1/2
(38.1)
WS -Carbon
2-5/8
(66.7)
1-3/4
(44.5)
5.11/16
(144.5)
5-1/4
5
3
76.2
or
WS.G
3-3/4
95.3
3
76.2
1.1/2
(38.1)
6
1/2 (11.1)
2-1/4 (57.2)
3.15/16 (100.0)
1-9/16 (65.1)
-
7-7/8
(100.0)
4-1/8
104.8)
Hot -Dipped
Galvanized
5-3/16
131.8
3.1/8
79.4
1-9/16
39.7
6-3/16
5/8 (15.9)
2-3/4 (69.9)
4-13/16 (112.2)
3.1/8 (79.4)
2-1/8
9-5/8
S-1/8
130.2
or
WW -304 S.S.
6.7/16
163.5
3-7/8
(98.4)
1-15/16
(49.2)
7-11/16
3/4 (19.1)
3-1/4 (82.6)
5.11/16 (144.5)
3.3/4 (95.3)
1-3/86
11-3/8
(76.2)
6.5/8
1683
or
6-5/16
(160.3
5
127.0)
2-1/2
(63.5
4
7/8 (22.1)
3-3/4 (95.3)
6-9/16 (166.1)
4-5/16 (109.5)
38.1
13-1/8
151.4)
6-1/4
158.8)
SWW-316S.S.
8-1R
(215.9)
6.1/4
(158.8)
3-1/8
(79.4)
12-1/2
1 (25.4)
4-1/4 (108.0)
7.7/8 (200.0)
5-1/8 (130.2)
1.9/16
15-3/4
6-3/16
1-3/8
181.3
(79.4)
10-1/16
(255.6) 1
7.3/8
187.3
3.11/16
(93.7)
14-3/4
Spacing and edge
distances shall be divided by 0.75 when anchors
are placed in structural lightweight concrete. Linear interpolation maybe used for Intermediate spacing and edge
distances.
MIN. ALLOWABLE
SPACING BETWEEN
ANCHORS In. (mm)
LOAD FACTOR
APPLIED=.40
2 (50.8)
1.15/16 149.21
(133.4)
2.5/8
(66.7)
152.4
3
76.2
(200.0)
3.15/16
(100.0)
157.2)
3.1/8
79.4
(144.5)
4.13/16
(122.2)
(195.3)
3-7/8
(98.4
(288.9)
5.11/16
(144.5)
252.4)
5
121.0
(333.4)
6-9/16
(166.7)
(317.5)
6.1/4
(158.8
(400.1)
7.7/8
(200.0)
Recommended Spacing and Edge Distance
Requirements for Tension Loads*
ANCHOR
EMBEDMENT
ANCHOR
EDGE DISTANCE
MIN.ALLOWABLE
SPACING REQUIRED
MIN. ALLOWABLE
DIA.
In. (mm)
DEPTH
In. (mm)
TYPE
REQUIREDTO
OBTAIN MAX.
EDGE DISTANCE AT
WHICH THE LOAD
TO OBTAIN MAX.
WORKING LOAD
SPACINGATWHICH
THE LOAD FACTOR
WORKING LOAD
FACTOR APPLIED=.65
In. (mm)
APPLIED= .70
In. (mm)
In. (mm)
In. (mm)
1/4 (6.4)
1.1/8
(28.6)
2 (50.8)
1
(25.4)
3-15/16
(100.0)
1
(50.8)
1.15/16
(49.2)
1-15/16 (49.2)
1
(25.4)
3-7/8
(98.4)
1-15/16
(49.2)
2-1/8
54.0
1.5/8 41.3
13/16
(20.6)
3.3/16
81.0
1.5/8
41.3
3/8 (9S)
1.1/2 (38.1)
2-5/8 (66.1)
1-5/16 (33.3)
5-1/4 (133.4)
2-5/8
(66.7)
3
(76.2)
3 (76.2)
1.112
(38.1)
6
(152.4)
3
(76.2)
4
101.6)
3 76.2)
1-1/2
38.1
6
151.4)
3
6.2
iR (12.7)
2-1/4 (57.2)
3-15/16 (100.0)
1 (50.8)
7-7/8 (200.0)
3.15/16
(100.0)
4-1/8
(104.8)
WS -Carbon or
3-1/8 (79.4)
1.9/16
(39.7)
6-3/16
(157.2)
3.1/8
(79.4)
6
152.4
WS -G
Hot -Dipped
4.1/2 (114.3)
2-1/4
57.2
9
128.6
4.1/2
114.3
5/8 (15.9)
2-3/4 (69.9)
4-13/16 (112.2)
2-7/16 (61.9)
9-5/8 (244.5)
4-13/16
(122.2)
5-1/8
(130.2)
Galvanized
3-7/8 (98.4)
1-15/16
(49.2)
7.1/16
(195.3)
3.7/8
(98.4)
7-1/2
190.5
or
WW3045.5.
5.5/8 142.9)
2-13/16
71.4)
11-1/4
(285.8)
5.5/8
142.9
3/4 (19.1)
3-1/4 (81.6)
5.11/16 (144.5)
1-7/8 (13.0)
11-3/8 (288.9)
5.11/16
(144.5)
6-5/8
(168.3)
5 (127.0)
2-1/2
(63.S)
9.15/16
(252.4)
5
(117.0)
10
254.0
or
SWW-3165.5.
7-1/2 190.5
3-3/4
(95.3)
15
381.0)
7.1/2
190.5
7/8 (22.1)
3.3/4 (95.3)
6.9/16 (166.7)
3-5/16 (84.1)
13-1/8 (333.4)
6-9/16
(166.7)
6.1/4
(158.8)
6.1/4 (158.8)
3-1/8
(79.4)
12-1/2
(317.5)
6.1/4
(158.8)
8
203.2
6 (152.4)
3
76.2
12
304.8
6
152.4
1 (25.4)
4-1/2 (114.3)
7.7/8 (200.0)
3-15/16 (100.0)
15-3/4 (400.1)
7-7/8
(200.0)
7-3/8
(187.3)
7-3/8 (187.3)
3.11/16
(93.7)
14-3/4
(374.7)
7.3/8
(187.3)
9-1/2
(2413)
7.1/8 (181.0)
3-9/16
90.5)
14-1/4
(361.0)
7.1/8
(181.0)
1-1/4 (31.8)
5-1/2 (139.1)
9-5/8 (244.5)
4-13/16 (122.2)
19-1/4 (489.0)
9.5/8
(244.5)
8
203.1
8 (203.2)
4
101.6
16
406.4
8
203.2
-----------._.---'-----+-.._...._.._....._._.._....,............. y,,,...,y .—-nnr,yuwuuo„wru<aoroI.+nnrrnrcmarr�pdangdna cage amances.
Combined Shear and Tension loading -for Trubolt Anchors
Allowable loads for anchors subjected to combined shear and tension forces are determined by the following equation:
(P8/P00+ MNOO st
Ps = Applied tension load Vs = Applied shear load Pt = Allowable tension load Vt =Allowable shear load
BUTTE COUNTY
3UILDINC DIVISM
APPROVED
/T( W Neil' 8/07
7-800-899-7890 39 www.itwredhead.com
RESIDENTIAL-
2(g-- - -
028-24440 PERMIT#94-3019,,.
MCGOWAN, ROSS W.-
95 GIPSON'S RD., BANGOR
REPAIR & REMODEL STG ROOM/SF
t3
4
k OFFICE COPY
Addres
'�.
Date
E
G N Opp ✓;
Address ICE COPY
GAS
Meter E3
ter B RIC Date
EY
JOB FINALED (Date) ^ a• '- —
Signature
J=OK
O = Not OK
Not =
,
Not Ready MOBILE
MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support Sketch
3. Sewer; Location -Test -Fall -C/O Concrete
4. Water; Location -Test -Easement Needed (Sketch)
5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete
6. Gas; Location -Test -Wrap: / /"L"ft.
/ /"Nat. or/ /" L"ft./ /"LPG
7. Well Clearance & Disconnect
8. Utility Clearance
Date
Card -B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
1. Zoning Requirements -Setbacks Easements
2. Footings; Size -Spacing -Marriage Line
3. Gas; MH Test -Demand -Valve -Connector
4. Electricity; MH Test -Crossovers -Breakers -Clearances
5. Drain; MH Test -Fall -Flex Connector
6. Water; MH Test -Regulator -Connector
7. Water and Sewer Connected -C/O to Grade -HD Approval
8. Gas and Electricity Tagged
9. Exits; Insp.-Sketch
10. Cert. of Occupancy
Date
Card B-1 Date Card ,B-1
Date
Card B-1 Date Card B-1
MISCELLANEOUS. <•
Date DECKS, COVERS, CARPORTS, GARAGES, (Pla;:rs)OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts-Beams-Rftrs.-Connectors
Shthg.-Rfg.-Bracing
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Electric
8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date POOLS (Plans) OK except #'s
1. Setbacks -Easements
2. Soils; Compaction -Structure Stability
3. Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4. Elec.; Receptacles and Lighting, Distances-GFI
5. Elec.; Pool Lighting; 15 volts-GFI
6. Elec.;Enclosures; Conduit Entries -Terminals -Listed
7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
_ Boxes-Enclosures-Panelboards-Ins. to Main in Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
J=OK
O = Not OK
Not Readt, RESIDENTIAL (Single
Date UN 00 dans) OK except ti's
Zo -Setbacks Easements -Flood -Slope
Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
4. Ftg., Porches & Decks; Soils -Steel-/ /Ftq. Depth
5. Stemwalls, Main; Steel -Bloc kouts-Wra pped
6. Stemwalls, Garage; Steel-Blockouts-Wrapped
6a. Hold Downs and Special Anchors
7. Slab; Steel -Wrapped
8. Piers -Fireplace Ftg.-Steel
9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test
11. Water Pipe; Test -Anchor -Regulator -Service Test
12. Electric; Underground
13. Pienums & Ducts; Clearance -Material -Support -Ins.
14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
15. Access & Ventilation
16. Insulation
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date PLUMBING (Permit),OK except ti's
16. Water Htr.: Vent -Access -Combustion Air -Baffle
17. Water Pipe: Test & Anchor -Nail Protection
18. D.W.V.: Test -Fittings & Anchor -Nail Protection
------------------- --------------------
19. Shower Pan: Test. First Floor -Tub Access
--------- ------------------------------
20. Test Tub.& Shower. - Second Floor -Tub Access
------ ----------------------- --------------------
---21. Gas Pipe: Size & Anchors
----------------------------------------------------------------------------
Date - Card B_1-- Date - Card B-1
-------- ------------------ ----------
Date Card B-1 Date Card B-1
Date i5�kRICAL (Permit) OK except ti's
�Fixt re & Transformer Clearance -Ins. Protect on
le Receptacles Spacing -Light sat Doors
_ ze Boxes & No. of Conducto d
mex Installed Close to Edge of Studs & C.J.
-- --------------
------------
--- -- -/q ----------------- ------------------------ ---------------
36' E � Ground made up wrMech. Fastners-Bond Gas & Water
------ ---- Appliance Circuts-in Kitchen &-Conductor SizerGFI - - -_
28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size / ga.
Cu or At
----------------------------------------------------------------------------------
29. Range Circ / / ga Cu or At -Oven Circ. / ! ga. Cu or Al.
nsulated Neutral ❑ Yes ❑ No
-- - ---- Service -Riser Conductors & Ground -Main Disconnect - -
-------- - --------------------------------
Equip_Clearances Panels_Motors-Mech. Equip.
-------------------------------------
32. Clothes Closet Light -Shower Light -Spa Light
.-____.____.__L____
mci Detector
----------------------------------------------------------------------------------
Date Card B-1 Date Card B-1
-
------------------ ---
Date
-Date Card B-1 Date Card B-1
Date MECHANICAL (Permit) OK except ti's
34. A.C. Ducts Insulation & Support
----------------------------------------------------------------------------------
35. Vent Fan; Exhaust above insulation
----------------------------------------------------- - ---------
36. Condensate Drain & Overflow: Size & Grade
----------------------------------------------------- - -
37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet
-- - - -------- --- ---------- ------------------------------
38 Attic Access & Platform if Furnance in Attic
----------------------------------------- -------------------------- - -----------
Date Card B-1 Date Card B-1
------------------- - ------------- ------------------------------ ----------
Date Card B-1 Date Card B-1
Date FRAMI Plans) OK except ti's
„Sits per Material .&-Anchors
4 all tuds-Nailing. Spacing -&-B racing -Plates -Sound-
-------------- -------------------------------------------------- ----
4 e g W_a is over Girders & Floor Nailing
------------------------------------------------------
4_ r top in Walls (rat proof)
- -- 4�Fi: Furred Ceilings -Stairs -Chases -Tub ___________4 Beam -Size &Bearing -
& Duplex)
Date MING (Continued)
4� H ers-Post Caps -Anchors -Connectors
-- - 4 „C9' Ing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng.
-- --__ Ties or Type A Flue -Fireplace Throat clearance
4" ttic A cess; Size & Romex Protection -Draft Stop -Ins. Baffles
drm. Windows or Exiting Doors -Sill Hgt. & Dimensions
re Protection Framing
:-------- _ Pro y Line Firewall & Openings
_ xt. Doors -One 3' -Check Garage -3rd Story, 2 Exits
--------------------- -----------
-_ Ja3_Sta4+,3--Width-Head room -Rise -Run- Land ing-Fire Protection
-_____-_--56' don Roof Overhang Attic Vents Rafter Outriggers
_ Siding -Nailing Veneer
---------- -_ o Mesh -Drip Screed -Fd. Vents-Underflr. Access
_ Glazing Area -Glass Protection -Skylights -Plastic
-- -- a alls: Nailing -Bolts
Insulation -Walls -Ceilings U11 II - e; L -9-30
60. Infiltration -Walls -Windows It
Date Card B-1 _ _ Date _ Card B-1
Date Card B-1 Date Card B-1
Date F N Plans) OK except ti's
Ex eps-Door &Sidelight Protection -Landings
CaPI-Smoke Detector
----------- ----------------
Furnace; Vents -Clearance -Comb. Air -Connector -
In arage; Above Floor -Ducts -Meeh. Protection
--------------------------
edroom Exiting
Wier ll. & Bath Fixtures & Tub Access -Spa
---------------- --- . i- p
6 c. --rim- T&Sub anel; Breaker Sizes & Labels
------------------- -------------
67-StaTrS' !- Is
- - 68. Fireplace or Stove: Clearances -Hearth ll/,
6AI!e . Outlets at -Wood -Panel: Int. & Ext.
7 F I. & Appliance; Grnd.-Air Gap -Cooking Clearance
---
7 ec. Outlets & Receptacles at Kit. Counter
---- -------------- ---
7 Ga*are-Beate SwingLanding-Close r
9Closer
78"�-A'"-�6-4-)uct-rn Garage -Damper
7t� r. Htr Vents -Clearance -Comb. Air-Connector-P.R.V.
In Garage: Above Floor-Mech. Protection
--------- --- -------------
7 - Ib.. Elec. & Mech. Equip. Listed for Location
------------ 7-.------ _ es in Garage: (G.F.I.)-Romex Protection
anon -Foam -Looked in Attic Yes
Guard Rails & Deck Construction -Post Caps
7�� n. Vents & Crawl Hole Door -Drainage &W -Earth
Clearance Looked under Floor Yes
80. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No;
Planters ❑ Yes C1- No
-----------------------------------
84_-4Stjeeo-Bmw n -Finish
--------------- --- -
onnect. Electrical, Plumbing
/its Above Roof; Plbg.-Appliance-Fireplace.-Clearance to
Openings
-----------34--Wat------ :Disconnect, Electrical, Plumbing
-- Well: Disconnect, - --
rior Elec. Trim; G.F.I. Receptacle -Underground
--------------------------
- ----
ntilation Throughout House
.- ------ -----------
---------
lass Protection -
..... - -- .. -- _. -------------------------------
orrections. from Previous Inspections
...... . -- . - . - ---------------- ----------------------
FbYt;as t -Meters Tagged: Gas -Electric
ate, & Sewer Connected -C/O to Grade -HD Approval
Energy Compliance Certificate -Other Certificates
------ -------------------- -- -------------------
Date iCj�/ Card B-1 Date _ Card B-1
Date , Card_B-1-Date Card B-1
DateV Card B-1 Date Card B-1
Comments a Final:
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Oroville, California. 95865 - Telephone (916) 538-7541, PERMIT NO.
APPLICATION 'AND PERMIT ®I
ASSESSOR PARCEL NUMBER CJ—
028--23Q
ZONING
5
BUILDING PERMIT
OWNER
ROSS W. MCGOWAN
TELE oNE
991-9068
SO. FT. OCC. BUILDING VALUAT
OWNER'S MAILING ADDRESS
7040 W. 2ND RIO LINDA, CA -95673
20 @ 60 1200.00
288 M 5,182.00
CONTRACTOR'S NAME TELEPHONE
OWNER
EST 8,000.00
CONTRACTOR'S MAILING ADDRESS
Fireplace
CONSTRUCTION LENDER
UNKNOWN
Total Valuation $ 14
382.00
LENDER'S MAILING ADDRESS
Filing Fee $
20,00
Permit Fee $
105.30
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee $
68 4
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Energy Plan Checking Fee $
Penalty $
BUILDING ADDRESS,
Q
PERMIT FEE $
193.75
BANCOR, CA 95914
PLUMBING PERMIT
Filing Fee 20.00
Each Trap7,00
Solar or heat pump water heater
23.00
LOT NO.
SUBDIVISION'S NAME
PARCEL MAP
Water piping
15,00
Each gas water heater or vent
15.00
USE OF STRUCTURE
SFIi Duplex O Mobilehome O Other
SPECIFY
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home S G I W
@20.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation 1:1Other ❑
Describework: REROOF, REPAIR DRY ROT, UPGRADE SERVICE
PERMIT FEE $
Contractor
ELECTRICAL PERMIT
Filing Fee 20.00
& REIPIRE DOORS & WINDOWS/SIDING
600V OR LESS
Main service ( 00AORLESS 1
23.00
Iii SULATIONONEW
Main Service ( 200A TO 1000A )
46.00
R C NS.T ( D SEACCC OCC PLOSU I
3.50 F0
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one)
❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and
Professions Code and my license is in full force and effect.FIXED
License No. Classification
I, as the owner, 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)
O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044)
O I am exempt under Sec. Business and Professions Code
forthis reason
NEW CONST. MULTI -OUTLET
-NON-RESIO. ( BRANCH CIRCUITS I
@7.50
( POWER APPARATUS )
8 SINGLE OUTLET CIR.
Ex. Occup. ( OUTLET OR FIXTURES )
20 @ 1.00
BAL. @ .50
APPLNS. OR EX. Occup. (OUTLETS IRESID.) EA. 1
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
WORKER'S COMPENSATION INSURANCE
1 declare under penalty of perjury (check one):
❑ This permit is for $100.00 (valuation) or less.
❑ I have placed on file with the County of Butte Dept. of Development Services,
Building Division a Certificate of Workmen's Compensation Insurance or a
Certificate of Consent to Self -insure.
I I shall not employ any person in any manner so as to become subject to the Worker's
(` Compensation laws of California.
Notice to Applicant: If after making this statement, should you become subject to the
Worker's Compensation provisions of the Labor Code, you must forthwith comply with
such provisions or this permit will be revoked.
PERMIT FEE $
85 .00
Contractor
MECHANICAL PERMIT
Filing Fee 20.00
Heating
Cooling
Hood
6.50
Ventilation
PERMIT FEE $
Contractor
I certify that I have read this application and state that the above information is correct.
1 agree to comply to all Butte County Ord' 19nces and California State Laws relating to
building construction, and h eby auth i representatives of the County of Butte to
enter upon the ab n . ned pro r for inspection purposes.�"�Sf��rY�
I also agree t v nify an eep harmless the County of Butte against all
liabilit' s, ' me and 'p as which may in any way accrue against said
Coun i nsequen f a I of this permit.
X Date `�' 3 "� % LL
Signature of Applicant Owner ❑ Contractor ❑ Agent
An OSHA permit is required for excavations over 5"0" deep and demolition or
construction of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $
f
V �1/,27Q.75
TOTAL FEE
HAZ-
1 D. FEES
I IMPFLDO
cD PARCEL
PD
HD
SSU
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
�y'G
BYlhw)���_ Date 7
PERMIT EXPIRES ON 4d9
(Dere
Receipt No. 1 689(44
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES ;.
1469 Humboldt Road, Chico,;CA 891-2751
s1;> 7 County Center Drive, Oroville;,CA - (91'6) 538-7541 .
747 Elliott Road, Paradise, CA - (916) 872-6307 a
CORRECTION NOTICE
C
r-1? 7) W 0 :3U/9 x
OWNER PERMIT NO.
tl
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when correction of work
is completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact tAis office immediately.
t
� a
ou; ex
60
Date �— /r " g �� Inspector k(a,56 e (� ,
REV 10/92
COUNTY OF'BUTTE
BUILDING DIVISION r
DEPARTMENT OF DEVELOPMENT SERVICES
%fk 1469 Humboldt Road, Chico, CA -'(916) 891-2751
7 County Center Drive, Oroville, CA - (916) 538-7541
747 Elliott Road, Paradise, CA - (916) .872-6307
CORRECTION NOTICE
OWNER PER IT NO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when correction of work
is completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
a
4
`d�Inspect
- Date
4 .
REV 10/92
''ti
Insulation Certificate
BUILDING OWNER. V S
f) 4 AJ BUILDING PERMIT # s- q V',� 0 I q
Description of Installation j
ROOF F
Material 3rand Name
Thickness (inches) '(hermal Resistance (R -Value)
CEILING
Batt or+Blanket Type f� " 13rand Name
Thickness (inches) Thermal Resistance (R -Value) O.
Loose Fill Type B and Name -
Contractor's minimum installed weight/ lb Minimum thickness 16 - inches
Manufacturer's installed weight per square foto to acheive'llbermal Resistance (R -Value)
EXTERIOR WALL
Material lam- w✓ , 1, . Name —
Thickness (inches) 3 ;t7 Thermal Resistance (R -Value) % 5
RAISED FLOOR 1
Material (Mand Name
Thickness (inches) Thermal Resistance (R -Value) f
SLAB FLOOR
Material
Thickness (inches)
Width (inches)
FOUNDATION WALL
Material
Thickness (inches)
Declaration
.f,
E, rand Name
Thermal Resistance (R -Value)
Brand Name
Thermal Resistance (R -Value)
I hereby certify that the above insulation was installed in tt;.e building at the above location'in conformance with
the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the
California Administrative CodW.1
/ actor (Builder) license Number
t� ,1
2a)A Date
Sub -Contractor (Insulation Installer) Liceue Number
Signature and Title
Date
THIS CERTIFICATE MUST .BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION
APPROVAL AND A COPY SHALL BE POSTED WITIIIN THE BUILDING.
JANUARY =993
COUNTY OF BUTTE -DEPARTMENT OF DE. EL �PMENTSERVICES - BUILDING DIVISION
It
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541
PERMIT APPLICATION DATA SHEET
OWNER ! c ,/GG" / - A No. 1 -,? --
Proposed Building UsetT48LVE _Affib hI.IT) IY' Building Inspector Date
At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
J 01 DATE RECEIVED BY
I1 1l . .
1, All items have been submitted. ..........................
2. Plot plans, 3/4 sets, signed by preparer:of plans. .' .........................
3. Complete plans, 3/4 sets, signed by pre -parer of plans........ .
4. Engineered plans and calcs, 3/4 sets„with wet signature on plans. .............
5. Hazardous Material Form . ............................................
6. Energy Design Compliance and supporting documentation . ..................
7. Statement of Intent for Non -Heated and A/C Buildings . ......................
8. Engineered truss details and layout in duplicate (required prior to plan check). ... .
I 9. Mobilehome data and manufactureft'installation instructions, 2 -sets. ........... `
1 �. Fees of $:.• ... l .................:-..,
.................
mpact fees as shown on attached schedule. .. 71..........::-''
12. California Department of Forestry plan approval ees ..07 > ...... .
I' -- - 3 Flood elevation letter (100 year flood b Californla`Engineer.................. .
14. Sanitation and plot plan approval '_Health Department . ............
15. City of Chico plumbing permit. ........................................ .
11_ 16. Plot plan and business license approval from City of Biggs/Gridley. ............ .
"`- 17! Planning approval for (A) Use: (B) Parking:
18. Contact Land Development about (A) Improvements (B) Drainage. .......... .
19. Driveway permit (construction approval required prior to occupancy). ...
Pre -Inspection request
20. Pre -inspection for required. .. to Building Inspector. (Date)
21. Contractor's license information. (No., Name Style, Classification) . ..............
22. Certificate of Workmans Compensation Insurance . ..........................
23. Owner -Builder Verification (Given to owner , Mail to owner . .......... .
24. Recorded copy of Agricultural Acknowledgement Statement . ..................
25. Letter of signature authorization . ........................................
26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .....
27. Letter of intent on building use . ......................... '.................
28. Mobilehome utility clearance . .......................................... -i
29. Documentation of legal access . ...... ...............:..................
30. Documentation of 50% subdivision developed or (A) Road improvements completed f
and (B) Parcel meets zoning area and frontage requirements.
...............
31. Existing violations/expired permits . ......................................
32. Plan check list . .....................................................
33.
34.
When you issue the permit, process as follows: ail to owner. - ztWY to con/Actor.
Telephone and hold for pickup at ice. Deliver with inspector.
Other
Parcel Creation
Acreage Applicant Date
Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date
Copy of plans sent Health Dept. Fire Dept. Other Date By �r
,The following data must be submitted prior to permit issuance: (Circle new item not checked above). %
1. Index permit for above items No. /
2. Additional items required:
Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date
Contractor, designer, owner, was advised of above required data by _ phone mail'' Counter by _ Date
Plans checked by Date Plans approved by -C Date ZELP�
C Sets of plans on hold in File cabinet AP folder
Copy ! Department of Public Works �°IN.
1
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
Yf
E.H. USE ONLY,,
Plat Plan Auachad
Floor Plan Atlachad
Scat to B.D. ) ) - T /
4 c Liu l,✓ �° , Qty N
Owner Location
AP#
Plan Approved for: Sewage Disposal Water Supply: Public Private Well
Clearance for bedroom mobile home. Others �•�AD,
Hold final for:
Final clearance O.K. for:
NOTE:
Environmental Health Specialist Date
R/Q1
N
COUNTY OF BUTTE
Department of Development Services
Building Division
Oroville: 7 County Center Dr., Oroville CA 95965 Ph: 916-538-7541
Chico: 1469 Humboldt Rd., Chico CA 95928 Ph: 916-891-2751
OWNER -BUILDER VERIFICATION
Attention Property Owner:
An "owner -builder" building permit has been applied for in your name and bearing your signature.
Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and
issuing your building permit. No building permit will be issued until this verification is received.
1. I personally plan to provide the major labor and materials for construction of the proposed property improvement
(yes or no)
2. I (have/have /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:
Address
Phone
City
Contractor's 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
Address City,
Phone Contractor's 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
Signed:
Property Owner Z JRA✓ /�
Social Security Number :;—a 7 — O
Date // — 3— Vi q
NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 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.
I
1
1
r"
ALL STRUCTURES AND EQUIPMENT INCLUDINr2
OVERHANGS SHALL. BE CLEAR OFA ALL EASEMENTES.
b A SET SACK OF �V FT. FROM 'THE SIDE AND
4 ' 3 d 1=T. FROM � rIE REAR PROPERTY LiN' ES AND
. T. FROM THE ROAD CENTER ..iNE SHALL. BE
CLEAR OF STPUC`a TIRES ANDEQUiP��fE�3�' EXCEa�- T
FOR A 2 FT. SAVE 9VERHAIgaC .
REVIEWED BY
: BU17E CO. FIRE DEPT.
CALIF. DEPT, of FORESTRY
` ❑ approved as submitted
ap fen, with
a.
ons
'per atlacheed sl Bets
Sig
(� c
\\
N
3�
1
IVA
?7
#�
Of,
•fir• f
,
S•
Z
CDF—FIRE SAFE REQUI. Ri NTS
-?z � - oZ 3o19 fy1 � �ow.f0' /kms
AP# PERMIT # NAME
Under authority of PRC 4290, the following checked items are required
by the Butte County Fire Department and are made a part of this permit.
These requirements are minimums and will be superseded by Butte County
local regulations which equal or exceed these standards. Field
inspections will be made by the Butte County Building Department for
compliance.
[�l 1272.00 Maintenance of Defensible Space. To ensure continued
maintenance of properties in conformance with these
standards and measures and to assure continued avail-
ability, access and utilization of the defensible space
provided for in these standards, annual maintenance
must be provide for by the land owner.
rivewav Standards
[J 1273.02 Surface. All driveway surfaces and structures (bridges,
1273.07 culverts and other appirtezant structures which supple-
ment the roadway bed or shoulders) shall provide unob-
structed access to conventional drive vehicles, includ-
ing sedans and fire apparatus weighing up to 40,000
pounds.
1273.03 Grade. Not to exceed 16 percent unless paved.
1273.04 Driveway Radius
[ ] 1. No roadway shall have a horizontal inside radius of
curvature of less than 50 feet and additional sur-
face width of 4 feet shall be added to curves of 50-
100 feet radius; 2 feet to those from 100-200 feet.
[ ] 2. The length of ver':i=.�l curves in roadways exclusive
of gutters, ditches and drainage structures designed
to hold or divert water shall be not less than 100
feet.
[ ] 1273.05 Turnarounds. If required, will have a minimum turning
radius of 40 feet from the center of the road.
[ ] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30
feet long with a minimum 25 foot taper on each end.
[ ] 1270.10 Width. All driveways shall provide a minimum 10 foot
traffic lane and unobstructed vertical clearance of 15
feet along its entire length.
Page 1 of : 2. ,
.24-2-3 - o z q -el, /�-i 5aa/ 4J4 /�oss
AP # PERMIT # NAME
[ ] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but
less than 800 feet in length, shall provide a turnout
near the midpoint of the driveway. Where a driveway
exceeds 800 feet, turnouts shall be provided no more
than 400 feet apart.
[ ] 1273.10 Turnaround. A turnaround shall be provided at all
building sites on driveways over 300 feet in length and
shall be within 50 .feet of the building.
1273.11 Gates
[ ] 1. Gate entrances shall be at least two feet wider than
the roadway it serves.
[ ] 2. The gates must be located at least 30 feet from the
roadway and shall open to allow a vehicle to stop
without obstructing traffic on that roadway.
[ ] 3. Where a one-way road with a single traffic lane
provides entrance, a 50 foot turning radius shall be
used.
Fuel Modification
1276.01 Setback for Structure Defensible Space.
[�] 1. All parcels 1 acre and larger shall provide a mini-
mum 30 foot setback for buildings and accessory
buildings from ul] property lines and/or the center
of the road.
[ ] 2. For parcels less than 1 acre, local jurisdiction
shall provide for the same practical effect. See
Other Requirements below.
[x] 1276.02 Disposal of vegetation and Fuels. Disposal, including
chipping, burying, burning or removal to a landfill site
approved by the local jurisdiction, of flammable
vegetation and fuels caused by site development and
construction, road and driveway construction and fuel
modification shall be completed prior to completion of
road construction :,r fi�ral inspection of a building
permit.
Page 2 of 3
AP # PERMIT # NAME
Other Requirements
[ ] If Building Setback is 15 to 30 Feet:
- Class A or B roof
- Enclosed eaves
[ j If Building Setback is Less Than 15 Feet
Choose any 3 of the following:.
- Metal or no doors on side toward property line with insuffi-
cient setback
- Class A or B roof with enclosed eaves
- Interior automatic sprinkler system per NFPA 13D
- Glass area not to exceed 10% of wall area toward property
line with insufficient setback
- Siding from the following list:
Stucco - 3 coat
Hardi-Board or Plank
Masonry
Masonry veneer
Metal
Other Butte County Fire Department approved materials
Date Signature
Page 3 of 3
91
i...... .....
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A86
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24
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...: � � ��- .. • .... :. _ . .`ice . _
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a • 'sem, � ..
7
APPROVE[
Butte County
Environmental Health
-- Dae ------
------
---------
Signature-----
r
7
APPROVE[
Butte County
Environmental Health
-- Dae ------
------
---------
Signature-----
028-210-018 PERMIT#95-2726
,. McGOWAN, Ross W.
95 Gipson's Rd., Bangor
g 1st Rentwal BP#94-3019
�q-�1�
Fcy: c�-iii%CI'`'1✓r�•t,,.tr++P'v:,,$ynP� '•V x:y,`N�- .-t$91ti3s�t.�.;}G.c�J`r,.... ;i+h*9yd;ra5ils^y�wri��"'.'+' • '` `
COUNTY OF'BUTTE-.DEPARTMENT OF DAVELOPMENTSERVICES - BUILDING DIVISION/
7 County Center Drive - Oroville, Californja� 95965 - Telephone (916) 538-754 PERMIT NO.
APPLICATION AND°PERMIT
ASSESSOR PARCEL NUMBER 028-240-018
tJ
ZONING A5
BUILDING RMIT
OWNER .' i ,, .,
ROS W. 1,�WWAN,.
TEUPHONE
99l -0Q6
SO. FTI%, OCC. BUILDING VALUATION
OWNER'S MAILING ADDRESS
7040 W. 2ND' RTO LINDA, 95673 ,
CONTRACTOR'S NAME.pp ,
OWER
TELEPHONE
-
CONTRACTORS MAILING ADDRESS
Fireplace
CONSTRUCTION LENDER
UNIQJOWN
Total Valuation $
LENDER'S MAILING ADDRESS
Filing Fee $
20.00
Permit Fee 105.307-2
ARCHITECT OR ENGINEER 1`
LICENSE NO.
Plan Checking- Fee $
Energy Plan Checking Fee $
ARCHiTECr OR ENGINEERS MAILING ADDRESS
Penalty 9$
BUILDING ADDRESS ..
OIPSON°S Rff-
!%'
PERMITFEE,
__
ERMITTEEs"
72
2:..79ti0095
a, • •. f :- ''
IN,*-`'7 i�:iw•..a..
PLUMBINGPERMIT
,;.T&•c�Tr:9p, , .• -S .
Filing Fe0e 2, 0.00
LOT NO. 4
S UBDNIS IONS NAME ' 3
PARCEL MAP-
Solar or heat pump water heater
'23.00 `
USE OF STRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other
SPECIFY
Water piping15.00
Each gas water heater or vent
15.00
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
�t TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: — RI?NWA,i.' OF #94--3019
Mobile Home IS I GI W1
920.00
PERMITTEE g
Contractor
ELECTRICAL PERMIT Filina Fee 20:00
000V OR LESS `
Main Service ( 200A OR LESS )
23.00
j .
Main Service ( 200A TO 1000A )
46.00
• LICENSED CONTRACTOR'S -DECLARATION
I herebyaffirm under' anal of er ur that I am licensed under r rovison's of'Ch er
9 (comencing with Section 7000f of Division.3 6(the Busin1ess'and' Professions Code,
and my license is in full force/and effect. 1' 1 /
,� , � e, a
License Class Lic. No. t r , I / ar '
OWNER -BUILDER DECLARATION "7 ..i
1 hereby affirm under penalty of perjury that I amJexemptJrUn the Contractors License
Law for the following reason: 7 41. /"'
,e 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 offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors „
to construct the project. I
❑ I am exempt under Sec , t Business and Professions. Code, for..,this)
�'�reasori •~t''`�1 1 t T'" � � r`
NEW CONST. DWELLING OCCUR
OR ( 8 ACC. )
SO.
3.51L FT.
CNS.
NEW CONST. MULTI-OUUTLETLE T �
NON-RESID. ( BRANCH CIRCUITS )
@7.50
( POWER APPARATUS )
a SINGLE OUTLET CIR.
''OEx. Occup. ( OUTLET OR FIXTURES )
20 Q 1.00
BAL 50
EX{pOCCU FIXED APPWS. OR
?• ( OUTLETS (RESID.) EA)
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMITFEE g
+
Y antracto •- - • ;'-4 p'•• r , '-:`
#
�...,,�,,. - -
WORKERS' COMPENSATION DECLARATION
1 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.
❑ 1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are: `
Carrier
MECHANICAL PERMIT
Filing Fee 20.00
9
Heating
Cooling
Hood
6.50
Ventilation
PERMITFEE $
Contractor
Policy Number
(The above sections need not be completed if the permit is for work of a'valuation
of one hundred dollars ($100) or less.)
❑ I certify that in the performance of the work for which this permit is issued, I shall
not employ any—person in any • manner so as to become subject to Workers'
compensati rr (aw�o f Californiafl agree that f I should become subject :to the
workers' eomgensfftion provisions of section 3700 of the Labor Code, Ishall
fohhwith`comply with those p o`visions.
X ate
�"�"—��----- ----
Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $
E
Dec
CONST. TYPE
TOTAL FEET 72,90
HAZ.
D. FEES
IMP FLOOD
CDF
PARCEL PD HD
SSUE
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
�
1 ?
B. .F Date
�jS�1/��� 1 r
PERMITEXPIREON
i # • (Date)
Receipt No. !{�,
WHITE-D.D.S.-B CANARY-AS_.SE SSOR PINK -INSPECTOR GOLDENROD -APPLICANT
Jr
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISIO
7 County Center Drive - Oroville, Cgrfornia ;95965 - Telephone (916) 538-754 PERMIT NO.
APPLICATION AND PERMIT
ASSESSOR PARCEL NUMBER i}.a•
028-240-018
ZONING
A5
BUILDING P RMIT
OWNER ROSS W. MCGOWAN
T 91N9068
SO. FT. OCC. BUILDING VALUATION
OWNERS MAILING ADDRESS
7040 W. 2ND RIO LINDA, 95673
CONTRACTOR'S NAME -
OWNER
TELEPHONE
CONTRACTORS MAILING ADDRESS
Fireplace
CONSTRUCTION LENDER
UNIWOWN
Total Valuation Is
LENDER'S MAILING ADDRESS
Filing Fee $
20,00
Permit Fee 105.30/2 $
52.90
ARCHITECT OR ENGINEER F.
LICENSE NO.
Plan Checking Fee $
Energy Plan Checking Fee $
'
ARCHITECT OR ENGINEERS MAILING ADDRESS
Penalty $
BUILDING ADDRESS 95 GIPSON ' S RD
PERMITFEE $
72.90
BANGOR CA 95914
PLUMBING PERMIT ,
Filing Fee 20.00
Each Trap .
7.00
LOT NO.
SUBDIVISION'S NAME
PARCEL MAP
Solar Or heat pump water heater
23.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other
SPECIFY
Water piping
15.00
Each gas water heater or vent
15.00
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: RENEIJAL OF #94-3019
Mobile Home ]TFdr W
@20.00
PERMITFEE S
Contractor
ELECTRICAL PERMIT
Filina Fee 2 0:0 0
-•+ -
-
Main Service(600 OR LESS
zooA OR LESS )
23.00
Main Service ( 200A TO 1000A )
46.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affi m under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
License Class Lic. No.
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
NEW CONST. DWELLING OCCURSO.
OR ( 8 ACC. BUDS. )
3.5¢ Fr.
CNS.
NEW CONST. MULTI -OUTLET
NON-RESID. ( BRANCH CIRCUITS )
@7.50
( POWER APPARATUS )
8 SINGLE OUTLET CIR.
Ex. Occup. (OUTLET OR FIXTURES)
BAL Q +•50
L SO
EX. Occup. ouriFrs RESID.) EA
( )
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMITFEE $
Contractor
WORKERS' COMPENSATION DECLARATION
I hereby affir under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
MECHANICAL PERMIT
Filing Fee 20.00
Heating
Cooling
Hood
6.50
Ventilation
PERMITFEE $
Contractor
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
I certify that in the performance of.the work for which this permit is issued, I shall
not employ an rson in any anner so as to become subject to workers'L
compensate aw f Californi nd agree that if I should become subject to the
workers ion prove ' ns of section 3700 of the Labor Code, I shall
I m ith those p isions.
/'
X a'! -s ate _�Q �/Z
Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $
occ
CONST. TYPE
I
TOTAL FEE $ 72.90
HA2.
D. FEES
IMP FLOOD
CDF PARCEL PO HD
ISSUE
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicateq above for which fees ave been paid.
B Date
PERMITEXPIRESON 1/9/96
(Date)
Receipt No. ;Ls
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
Attention Property'Owner:` -
An `.`owner -builder" building permit has been applied for in your name and bearing your
signature.
Please complete and return this information at your, earliest opportunity to avoid
unnecessary delay in processing and issuing your building permit. No building permit will
be issued until this verification is received.
1. I personally plan to provide the major labor and materials for construction of the
proposed property improvement : YES[A NO[ ].
2. I HAVE" HAVE 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: CONTRACTOR'S 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:
ADDRESS: CITY:
PHONE: CONTRACTOR'S 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
SIGNED:
PROPERTY OWNER:
SOCIAL SECURITY NUMBER:
DATE:
NOTE: This owner -Builder Verification is required by Section 19831 and
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.
OVER
Dear Property Owner:
An application for a building permit has been submitted in your name listing yourself as the builder of
property improvements specified
For your protection, you should be aware that as "owner -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:
0 If you employ or otherwise engage any persons other than your immediate family, and the work (including
materials and other costs) is $300 or more for the entire project, and such persons are not licensed as
contractors or subcontractors, then you may be an employer.
0 If you are an employer, you must register with the State and Federal Governments as an employer and you are
subject to several obligations including state and federal income tax withholding, federal social security taxes,
workers compensation insurance, disability insurance costs, and unemployment compensation contributions.
0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially
serious with respect to worker's compensation insurance.
0 For more specific information about your obligations under Federal Law, contract the Internal Revenue
Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your
obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial
Accidents.
If the structure is intended for sale, property owners who are not licensed contractors are allowed to
perform their work personally or through their own employees, without a licensed contractor or subcontractor, only
under limited conditions.
A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder"
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 contracting the Contractors State License
Board in your community or at 1020 N Street, Sacramento, CA. 95814.
Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm
that you are aware of these matters. The building permit will not to issued until the verification is returned.
16
Sinccrel r.
/ 1
r Micha4l C. Vieira, C.B.O.
Manager, Building Inspection
NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code.
OVER