HomeMy WebLinkAbout021-100-039, 4
2 -10-39
Roha�,A.,S
4-�,eyer
'�gon St., app-250'N.of Little JENSEN, Hal. jWlB
I/S 61
i �iidley 1506�'
Permit-iN60-79B,E(add screen d rch 1930E
/SF)
'44
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L
I e/s Oregon 3001 north of Little ,,�Av�e,
21-10-39 Gridley -3 1
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er:Am3#48()2-8QB(woo stove S
zZ 2
021-100-039 04-2791
SCHEYER,RON
1426 OREGON ST, GRIDLE4
Cont: GREENE ROOFING 40'A
RE-ROOF'29 SQ
021-100-039 04-3301
SCHEYER, RON.,% LD
1426 OREGON S1 'REET, GRIDLEY
Cont: OWNER 4 .1
NEW PRI DET GARAGL
PERMITRENEWAL.-..
Bp # oq 330
Date:
BP Expires*X�L 10-7
u
71
m
2 -10-39
Roha�,A.,S
4-�,eyer
'�gon St., app-250'N.of Little JENSEN, Hal. jWlB
I/S 61
i �iidley 1506�'
Permit-iN60-79B,E(add screen d rch 1930E
/SF)
'44
N
L
I e/s Oregon 3001 north of Little ,,�Av�e,
21-10-39 Gridley -3 1
F
er:Am3#48()2-8QB(woo stove S
zZ 2
021-100-039 04-2791
SCHEYER,RON
1426 OREGON ST, GRIDLE4
Cont: GREENE ROOFING 40'A
RE-ROOF'29 SQ
021-100-039 04-3301
SCHEYER, RON.,% LD
1426 OREGON S1 'REET, GRIDLEY
Cont: OWNER 4 .1
NEW PRI DET GARAGL
PERMITRENEWAL.-..
Bp # oq 330
Date:
BP Expires*X�L 10-7
u
71
vmm C�D
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION #: (530) 538-7636 (OROVIL�E) (530) 891-2834 (CHICO)
OFFICE At: (530) 538-7541 FAX#: (530)538-2140
WEBSITE: www.buttecounty.netldds
PERMIT NO.
BP0433QI
LICENSED CONTRACTORS DECLARATION
I hereby affirm under penalty of perjury that I am licensed under
Issued Date: 01/12/2005 APN: 021-100-039-000
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.
Site Address: 1426 OREGON ST GRI
License Class: License Number:
Map Index:
Date: Contractor.
OWNER -BUILDER DECLARATION
Description: DET SHOP (1120)
1 hereby affirm under penalty of perjury that I am exempt from the
Contractors' State License Law for the following reason (Sec. 7031.5
Business and Professions Code: Any city or county which requires a
Owner: SCHEYER RONALD K & PATRICIA LOU
permit to construct. alter, improve, demolish-, or repair any structure, prior
to its issuance, also requires the applicant for such permit to file a
signed statement that he or she Is licensed pursuant to the provisions of
1426 OREGON ST
the Contractor's State License Law (Chapter 9. commencing with Section
GRIDLEY, CA
7000) of Division 3 of the Business and Professions Code) or that he or
95948
she is exempt therefrom and the basis for the alleged exemption. Any
violation of Section 7031.5 by any applicant for a permit subjects the
(530) 846-2523
applicant to a civil penalty of not more than five hundred dollars ($500).):
RSCHEYER@WCISP.COM
Se1, as owner of the property, or my employees with wages, as their
sole compensation, will do the work, and the structure is not
intended or offered for sale (Sec. 7044. Business and Professions
Code: The Contractors' State License Law does not apply to an
Applicant: SCHEYER RONALD K & PATRICIA LOU
I owner of property who builds or Improves thereon, and who does
such work himself or herself or through his or her own employees,
provided that such Improvements are not intended or offered for
1426 OREGON ST
I sale. If however. the building or Improvements are sold within one
GRIDLEY, CA
year -of completion, the owner -builder will have the burden of
95948
proving that he or she did not build or improve for [he purpose of
sale.).
(530) 846-2523
0 1. as owner of the property, am exclusively contracting with
RSCHEYER@WCISP.COM
licensed contractors to construct the project (Sec. 7044, Business
and Profdssions Code. The Contractors' State License Law does
not apply to an owner of property who builds or Improves thereon,
and who contracts for such projects with. a contractor(s) licensed
Contractor:
pursuant to the Contractors' State License Law.).
o,e
0 1 xempt under Artiere 3 of theBusfiness (n' fes.10/. 1/, 11
M
7
Date*: /
WORKERS'COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
License #:
0 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.
C3 I have and will maintain workers' compensation insurance, as
Architect:
required by Section 3700 the Labor Code. for the performance of
Engineer:
the work for which this permit Is Issued. My workers' compensation
insurance carrier and policy number are:
Carrier.
Policy
Total Square Ft: 1120 S.F.
IX -1-1
f-3, I certify that in the performance of the work for which this permit Is
Valuation: $26,880.00
issued, I shall not employ any person in any manner so as to
Census Code:
become subject to the workers' compensation laws of California.
and agree that if I should become subject to the workers'
compensation provisions of Section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
Date: 4 L"
Applica
WARNING: Failure to secure workers' compensation coverage Is
unlawful, and shall subject an employer to criminal penalties and one
hundred thousand dollars ($100,000), in addition to the cost of
compensation, damages as provided for in Section 3706 of the Labor
iE5 4-9 3 7 f,+. E5 7 1 1- 16 -0
code, interest, and attorney's fees.
CONSTRUCTION LENDING AGENCY
This permit 1!.�eiorewby issued under the applicable provisions of (he BiOls County CodFi Pnwor
Resolutions, ork Indicated above for which fees have been paid.
I hereby affirm that there Is a construction lending agency for the
performance of the work for which this permit is Issued (Sec 3097 CIv.)
-
�� W �' Date:
Name:
Rv.
-
PER T EX IRES ON:
Address:
N (Date)
C3 I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage.
handling and use of hazardous materials.
13 Notification In accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project.
0 Attached are copies of the required E.P.A. notification forms.
I hereby certify that I have read this application, that the above information
all county and state laws relating to building construction. I acknowledge It
Is correct, and th.at'l am the owner or the duly authorized agent of the.owner. I agree to comply with
Is unlawful to alter the substance 61 or do ulle7j:nty. I hereby
authorize represe tat* . s of Butte C�unty I the above mentioned
ur
2270 e
Lse.7
purp
property for Inspection purpo_,,, 7
3�7
/ "..
Print Name.. Signature: —
-��Owner IZI Contractor
El Agent for Owner 0 Agent for Contractor
7/q,97
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SEAX:0S
BUILDING PERMIT APPLICATION
AND SUBMITTAL REQUIREMENTS
24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834
OFFICE 4: (530) 538-7541
A FEE WILL BE REQUIRED A T TIME OFAPPLICA TION
**PLEASE PRINT CLEARLY**
OWNER
L a 6-r �
r irs",4/,4-/___,V"
Addresy,/,;;% OlZe��Cy-a-�l 9>
Ci&O,f
St
Zip
Phq§-TO -Cff6
Fax
E-mail
Name �/
Address olze-:�zqel
Citya I t
Class
APPLICANTNAME
ARCHITECTIENGINEER
Name
oullflAI-Ir
Address
WORKER'S COMPENSATION
city
Fax
State
Lip
Phone
Lot #
Fax
E-mail
Date Approved:
State License Number
APPLICANTNAME
Na
Addre
City&
State
L_�4
WORKER'S COMPENSATION
I Type Const. ,
Fax
E-mail/,:.,
,,��___PPLJCANT
f)VATURE
For office use only:
AP#
Zoning I C-�
) e If -)I
Flood Zone SRA I Ye,7*
Occ.
WORKER'S COMPENSATION
I Type Const. ,
Subdivision Name
If hiring anyone other than license contractors, a certificate of worker's
compensation must be shown at the time of permit issuance.
Map Book
Page
Lot #
Planner
Date Approved:
OVER FOR SUBMITTAL REQUIREMENTS
PERMIT
NO.
cx�.3-36 ) I
BP
BIN 9
LOCATION
AP#
Propeq/"�
Bldg
Crox*.Z.7;T, I
WORKER'S COMPENSATION
Policy NumberA//4—
Carder
If hiring anyone other than license contractors, a certificate of worker's
compensation must be shown at the time of permit issuance.
LENDING AGENCY
-Nam.
A
Address
Descri�tion or Scope of W?rk:
Sq. Footage / / J&W--eT-,C �
0 Proposed Change of Occupancy
(Note previous use):
EXPIRATION OF APPLICATION
Applications for which a permit has not been issued will expire one
year after the date of application. In order to renew action on an
application after expiration, a new application, plans and fee will be
REQUEST FOR REFUNDS
Refunds can only be made upon written request by the person who
paid the fee. The request must be made prior to the expiration of the
permit and no construction work has been done. Filing fees, plan
check fees for work plan checked and other department costs are not
I refundable.
K:\F0RMS\BUlLD1NG F0RMS\B1dgApplSubRqrnts.doc Page 1 of 2 REV �-27-04
Received by: Amount:
Bldg
'?��
____SRA
Receipt M
I Lt �(
Sheriff
SMIP
Date: �f6
-Other
Total
K:\F0RMS\BUlLD1NG F0RMS\B1dgApplSubRqrnts.doc Page 1 of 2 REV �-27-04
SUBMITTAL & PERMIT REQUIREMENTS
The following drawings and specifications must be submitted to the Building Division in order to apply for a
permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK.
0
1.
Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper!
0
2.
Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paperl) OR
Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
0
3.
Engineered truss details and layouts in duplicate (if required). No faxesl
0
4.
Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to
mobile or modular homes.)
0
5.
Statement of Intent for Non -heated and A/C for Non -Residential Buildings.
0
6.
Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down
or fnd plans, all in duplicate.
0
7.
Metal bIdgs: (A) Metal Bldg Plans, (B) Fnd plans and caics in triplicate, (C) Elevations in triplicate. (D) Floor
plans in triplicate. All of these must be stamped and wet -signed by the engineer.
0
8.
Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required).
0
9.
Site plan and business license approval from the City of Biggs.
1-]
10.
Letter of intent for non-residential buildings.
0
11.
Detached Accessory Building Form filled out by the owner (if required).
0
12.
Hazardous Material Form (for Commercial Buildings only).
M :I -s"Initatio. and site plan appm-vaLkom-the-EnvirDnmntaLHealfb-DepadmenL......
Remaining
items needed to issue the permit. Additional items may be required after Plan Check and Planning
review (May require additional plan review upon receipt of the following items.)
0
1.
Agricultural Buffer clearance and site plan approval from the Ag Commissioners office (if required).
0
2.
Impact Fees.
El
3.
California Department of Forestry plan approval (if required).
0
4.
NPIDES Form.
0
5.
Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).
0
6.
Contractors license information. (Number, Name Style, Classification).
0
7.
Workers Compensation Carrier and Policy Number.
0
8.
Owner -Builder Verification (if required).
0
9.
Letter of Signature authorization (if required).
0
10.
Recorded copy of Agricultural Acknowledgment Statement.
0
11.
0 Grant Deed, 0 M.H. Title/Statemerit of Facts, 0 Letter from Legal Owner (for 433A's).
If you have questions or would like additional information regarding this process, contact a Permit
Application Assistant at (530)538-7541.
EXPIRATION OF APPLICATION
Applications for which a permit has not been issued will expire one year after date of application. In order to renew action
on an application after expiration, a new application, plans and fees will be required.
REQUEST FOR FEE REFUNDS
Refunds can only be made upon written request by the person who paid the fee. The request must be made within two
years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits
issued; however, on issued permits refunds can only be made if no construction work has been done. Filing'fees, plan
check fees for work plan checked and other department costs are not refundable.
OVER FOR BUILDING PERMIT APPLICATION
KAFORMSMILDING F0RMS\B1dgApP1SUbRqmts.doc Page 2 of 2 REV 7-27-04
Butte Couno Department ofDevelopment Services %3T
YVO.NNE CHRISTOPHER, DIRECTOR '0 0 0 0
0 0
0 4 0
7 County Center Drive
9qrmm 0 0
Oroville, CA 95965 C, - -
(530) 538-7601 Telephone �OUN
(530) 538-7785 Facsimile
TO: WILLDAN
FROM: Scott Rutherford, (530) 538-7160
srutherford(a)buttecoun ty.net
SUBJECT: Plans Transmittal For Review Per Contract.,
DATE:
Applicant:. I'Scheyer, Ronald Permit 104-33,01
Pro ect . Type: IShop/Garage APN: 1 021-100-039�
100%, .70%
Plan Check Fees 285.95 $ 200.17
$ 285.95 $ 200.17
IWILLDAN ee $ 200.17
Copies Attached: Qty
Chk
Aoplication
Site Plan Review
FEMA Elevation Certificate
Building Plans
Truss Calculations -
Energy Calculations
Structural Calculations
Residential Plan Review buide,
Residential Construction Requirements
Other
Other
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET
OWNER: ASSESSOR PARCEL NUMBER OQ-�, 166�639
Proposed Building Use: ;�P - Counter Technician: 4K-> Date: -6
Items required in order to apply for a permit, All boxes MUST be ctlecked OR marked NA in order tibapply.
1�.;, 1 . Site plans, 3 or 4 sets, signed by the preparer of the plans.
N2 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans.
3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
IF- 4. Engineered truss details and layouts in duplicate. No faxes!
0 5. Letter from Engineer or Architect for truss design review.
0 6. Energy compliance design and supporting documentation in duplicate.
0 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings.
0 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in
duplicate.
0 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these
must be stamped and wet -signed by the enginee .
0 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate
0 11. Site plan and business license approval from the City of Biggs
0 12. Letter of'intent for non-residential buildings
<C' 13. Detached Accessory Building Form filled out by the owner
� El 14. Hazardous Material Form
15. Sanitation and site plan approval from the Environmental Health Department in 0 Chico 0 Oroville, as applicable.
0� 16. Other
Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.)
0 17. Fire Sprinklers ............................................................................................
18. Agricultural Buffer cIr and site plan apr from the Ag Commissioner Sent by_..
0 19. Soils"Report and/or Engineered Foundation required ........................................... ........
(,5, --' 20. Erosion Control Plan Required .......................................... ........
/IEV (DFees as shown on the attached Schedule of Fees Due Sheet.011.1601
'4Z -T2. City of Chico Plumbing permit .........................................................................
23. California Department of Forestry plan approval 0 paid. Sent by: -. '****'* ... ** . /3
24. Planning approval (A) Use: OK- (B)Parking: -(C) Parcel Check: - I lfi 70 q
25. Contact Land Development about - Improvements, - Drainage ........................
26. NPDES Form .............................................................................. * ...... ---
0 27. Encroachment Permit for driveway from the Public Works Dept ............... : ...........
0 28. Pre -Inspection for required .......
0 29. Contractor's license information. (Number, Name Style, Classification) ...................
0 30. Worker's Compensation Carrier and Policy Number ................................. ** .......
31. Owner -Builder Verification (_,.given to owner, _Mailed to owner) .....................
32. Letter of Signature authorization .................................... .: ..................... *'**''**
0 33. Recorded copy of Agricultural Acknowledgment Statement. ...............................
0 34. Manufactured home utility clearance .............................
0 -35. Existing violations and/or expired permits ....................... ......
0 36. Deed Restriction ............................................................ * ........
0 37. 0 Grant Deed, 0 M.H. Title/Statement of Facts, 0 Letter from Legal Owner, 11 Check to H.C.D. $
0 38. Other:
0 39. Other:
When issued Telephone 0 -and hold for pickup.
I have bee�jrlformed-o.f the above items and r6quirements for obtaining a building permit.
Applicant: Date:
1. Index permit application for the above items numbered: TA J Plan Check Letter
2. Additional items required 'Ise� -
Contractor, designer, owner, was advised of the above data by 0 phone, 0 mail, 0 counter, by - Date -
Contractor, designer, owner, was advised of the above data by 0 phone, 0 mail, 0 counter, by Date:
Plans reviewed by: Date: Plans approved by: i , . I 1��Date:-.
Structural reviewed by: Daite: Structural approved by: VQ I I I CAS,'L . Date: I I .-)I Uj
Note transfer by: Date:�"10 I I
�r V- .1 1 Yellow: Building Division
'TM
Department
r, -% ii n f -
J. Michael Crump, Director
of
Public
f B u t
Works
LAND DEVELOPMENT DIVISION
Storm Water Management Program
7 County Center Drive
Oroville. CA 95965
(530) 538-7266
(FAX) 538-717.1
National Pollutant Discharge Elimination System (NPDES) Phase 11
Construction Storm Water Permit and Storm Water Pollution Prevention
Plan (SWPPP) Acknowledgement fLESS THAN 1 ACR
Project Description -
Project Location andlorP arcel. Number:
By signing below, L the project owner/owner's.agent, certify that this project WILL NOT DISTURB
1 acre or more of land andthat 1, therefore, do not need to apply for a Construction Storm Water Permit
from the State of California Regional Water Quality Control Board.
I am aware that submitting fa . Ise and/or inaccurate information or failure to apply for a -Construction,
Storm Water Permit from the State of California Regional Water Quality Controf Board for a project
ore of land mi ay result in revocation of -grading and/or other permits or other
that disturbs one acre or m
sanctions provided by law.
Signed.
Title:
Date: '1111�za
Less than I Acm NPDES & Swppp compliancecertification
, — - - - _ NIT— WX ...... �.nt Proemm
Attention Property Owner:
An "owner -builder" building permit has been applied for in y*our name and bearing your
signature.
Please complete and return this inforination 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. 1 personally plan to provide the ma*o I bor and material for construction of this proposed
property imppvement: YES - NO [ ].
2. IHAVE[V]HAVENOT[ ]signed an application for a building permit for the proposed.
work.
3. 1 have contracted with the following persion (firm) to provide the proposed construction:
NAME:
ADDRESS:
PHONE: CONTRACTOR'S LICENSE NO:
4. 1 plan to provide portions of the work, but I have hired the following person to coordinate,
supervise, and provide the major work:
NAME:
ADDRESS:
PHONE: CONTRACTOR'S LICENSE NO:
5. 1 will provide some of the work but I have contracted (hired) the following persons to provide
the work indicated:
NAM, F
�e ADDRESS PHONE TYPE OF WORK
SIGNED:
PROPERTY OWNER.-:;���4
DATE: llllirplp:�r I
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.
Rev'd 11/4/2004
Butte Counj� Department of Development Services
ADMINISTRATION * BUILDING * GIS * PLANNING
7 County Center Drive
Oroville, CA 95965
(530) 538-7541 Telephone
(530) 538-2140 Facsimile
F
4074W�hN§t_7
tRffiffift
_jffiA
Dear Property Owner:
An application for a building permit has been submitted in your narne 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 your 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 $200 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 for 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 Adrilinistration). 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 subcoritractor, only under limited
conditions.
A frequent practice of unlicensed persons professing to be contractors is to secure an "owner -builder" Wilding,
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 in your
community or at 1020 N -Street, Sacramento, California 95814.
Please complete and return the enclosed owner -builder verification from so that we can confirm that -you are aware
of these matters. The bbi , Iding permit will not be issued until the verification is returned.
01
Mic
are' C. Vieiri, C.B.O.
M ager, Building Inspection
NOTE: This Owner -Builder I rmation is required by Section 19830 of the California Health and Safety Code.
Department of Develop m ent'Services
Building Division
7 County Center Drive
Oroville, CA 95965
(530) 538-7541 (530) 538-2140 FAX,
DETACHED ACCESSORY BUILDING
OWNER'S STATEMENT OF USE
Plan review will not be started until this form is completed, signed by the property owner, and
returned to the Butte County Building Division. Attached Accessory 1�uildings and Additions
will'be checked for residen H* use. Exception: Garages. and Carports.
Owner: Phone:
Mailing Address
Site AddresZ�Y�z
no—, &�, e f. > —,
Assessor's Parcel Number: Zone:
Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of
this f0ML
GENERAL IINFORIMATION:
1.
Is there a primary dwelling on the property?
Yes 0"No (:1
2.
Is the structure already built, under construction, or under notice of code violation?
Yes 0 No
3.
Will items produced in this building be offered f�r sade?
Yes No
4.
Will the public have access to this budding?
Yes No
5.
Will any advertising, on or off site, be associated with the'usi of this building?
Yes No
No
SITE CONDITIONS:-
6.
Is the structure foundation within 5' of septic tank or 16' ofleach lines?
Yes No
7.
Is any portion of the structure located closer than 20' to your front property line?
Yes 0 No CT;
S.
9.
Do you plan to add a driveway or modify existing access to a county maintained road?
Will the structure encroach within
Yes C1 No
proposed any recorded easement?
Yes F-1 No
CONSTRUCTION
FEATURES:
10.
Will this building have insull, Owgal I � qq��.
romoo,
Yes [!f No El
11.
Will this building be heated 01%
Yes B—No 0'
12.
13.
Will this building have a er close;i�_
Will this building have aQV
Yes ffrNo 0
Yes B�N
14.
Will this -building have a water heater?
Yes PN:Pe
15. What type of floor covering %�ill the building have?
a.
What ty-pe of %%-all coverin g will the building have?
OVER
I of 2
1�els cts /
;7 ea -y-S rz
PROPOSED USE: (check only one box)
I F-1 Residential Storage Shed — I will be storing in this building and it will
not be used for any other purpose (no bathroom and no heating or cooling).
2. CD Private Garage — -A building or a portion of a building not more that 1,000 square feet (3,000 by
exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are
stored or kept." A garage door is required.
3. 0 Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be
entirelY-ODen-
4. 0',Aesidendili-occupancy — Structures meant to be occupied, as oppospDd to a storage shed, garage, or carport
( 7
If yo ' u checked #4, please check the uses below which best fit this building.
El GuestHouse ED Pool House. C3 Studio Apartment In-law quarters
0 Recreation Room 0 Game Room [3 study 0 Library
Bonus Room Playroom 0,Pen C1 Studio
Artist Studio obby Room 0 Craft Room 0 Sewing Room
Canning Kitchen Music Room 0 Family Room [:1 Sun Room
Private Office orkshop El Home Occupancy' 0 Other — Use
1. Describe type orworL3hop
2
— bAnt be approved by ibe Bude CounTy Flara%�% Divisiam
Explanations: This area is for explanation of any -yes" answers on questions 2-14. Please indicate the question
number before the explanat'on.
4tlo /7c_�/ V_
11!!l1W_ .
WE
Additional Informa tion:
Plan review.will not be started until this form is completed and received. A Plans Examiner will contact the
owner with specific requirements per the use indicated.
I hearby affirm under penalty of pedury that the above information is true and correa I understand that any changes
to the use, or character of use. of this building will require permits from the permitting authority. I understand that
Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale.
Ov-ner's Name:
Owner's Signam
2 of 2
SITE PLAN REVIEW APPLICATION
Date: AP# 61.2-1 - /00 - 0 3
Permit Number (if applicable)
APPLICANT 17VFORMA TION Parcel Size:
/C in
Owners Name:
Owners Address:
Telephone No.:
Situs Address:
Proposed Use:
Residential
N�w Single Family Residential
Single'Family Addition F-1 Single Family Remodel
Mobile Home
Residential Accessory
'Permanent Second
F-1 Temporary Mobile Home (Aunt Minnie)
F1 Temporary Travel Trailer
Multi -family
Non-residential
New Commercial
F1 Commercial Addition Commercial Remodel
n New Industrial
El Industrial Addition El industrial Remodel
Other
F-1 Septic Well
E] Agricultural Exempt Building
F-1 Other:
Brief Explanation (if necessary):
'N k
DO NOT WRITE 13ELOW TIES LINE
DEVELOPAfENTSERP7CES17VFORMATION (For Staff Use)
, 9 Approved . El Conditionally �Appr6-�ied ' E] Resolve Pi6blems Prior to Approval
1@ Site -Plan StampedApproved'
By j?��A Date
Paje I of 5
ALL ITEMS CHECKED APPLY TO THE PROPERTY
Parcel Is In:
El Snow Load Area:
F] Land Conservationi Act Minimum Acreage:
0 Verify residence can be built per contract
Nitrate Action Plan (See Environmental Health for standards)
Watershed Protection Overlay Zone (See attached standards and -requirements)
Expansive Soils (Test for expansive soils and if verified proper foundation design required)
SRA - (CDF to determine specific requirements)
100 -Year Flood Plain: (See attached)
Flood Zone:
Flood Panel No.: a(. (10 1 . ndex'Date: F -A s
D Sacramento River Reclamation District (Approval must be obtained from the Cgifo�nia Reclamation Board)
E] Feather River Reclamation District (Approval must be obtained from the California Reclamation Board)
E] North Chico Specific Plan (See Development Fees Section and attached standards and requirements)
E] Chapman/Mulberry (See attached standards and requirements)
El Cohasset Area (See attached standards and requirements)
E] Grading Zone (See attached handout)
Use Requires:
0 Use Permit El Minor Use Permit El Administrative Permit
0 Minor Variance F1 Variance
F1 Detached Building Use Form El Encroachment -Permit
R Agricultural Worker Affidavit Ej Agricultural Acknowledgement Statement
Zoning:
Applicable Building Setbacks:
El Setbacks drawn on site Plan, [:1 CDF 'approval needed for encroachments into SRA setbacks.
Page 2 of 5
Zoning Code
Streets & Highways
Fire Prevention
Subdivision Map
Front
,20'
Side
/0
Side Street
Rear
Height
Waterway
N/A
N/A
N/A
El Setbacks drawn on site Plan, [:1 CDF 'approval needed for encroachments into SRA setbacks.
Page 2 of 5
Applicable Development Fees:
Standard
Fees Amount
Fire
School*
F1
Parks/Recreation
F1
Roads
El
Sheriff
R
Drainage
F]
NCSP/CSA-87.
R
Chico Urban Area — Road
F]
Thermalito Impact
Other
Formula
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Subdivision Map Special Fees
Water Tender
Road Improvement
F] North Oroville Area
E]"Other (per map)
Check with school district to verify.actual fee if pre-application,review. A final determination will be made at the time of
the building permit.
Parcel Created By
Deeds:
Date of Creation:' Legal Access Provided: []'No EJ Yes
Deed.of Reference: Legal Access Required E]No F1 Yes
Parcel Frontage on Publicly Maintained Road: El No 0 Yes, Road'Name':
Complies with Co. Standards for Deed Creation:E] No F] Yes
Comments:
-Pot
11
n Parcel Deemed to be legal
E] Verify Legal Parcel 'E]. VerifyLegal Access ElProvide Deed of Creation
F] Obtain a Cert�icate of Compliance
Obtain a Merger El Obtain a Lot Line -Adjustment
Comply,with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23).
F] Construct road to: El Meet Parcel size required by zone
Meet, current Environmental Health Department requirements
- -----------------------------------------------------------------------------------------------------------------------------
Page 3 of 5
Fj Subdivision MUff arcel Map:
Map Date of Recording:
Lot: Book:
F -I Use Pennit/Minor Use Pennit
Permit Number:
Date of Approval:
Page,
Parcel Map/Subdivision Map[Use Permit Conditions
E] Comply with the following Conditions of Approval:
E] Meet the Fire Safe Regulations of Butte County and P.R-C. 4290
El Automatic fire suppression sprinkler systems shall be installed in accordance with the
National Fire Protection Association Standard for installation of sprinkler systems in one
and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized
community water system, with hydrants that meet the Fire Department specifications, serves
the parcel.
Wood stoves and fireplace inserts shall be EPA approved and designed to meet'the emission
requirements of the California Clean Air Act of 1988, as amended.
F� Provide an erosion control plan for building and land disturbance. 'The Erosion Control Plan
must be prepared by a registered civil engineer or other qualified professional and be
.submitted to and approved by the Department of Public Works.
El In lieu of a pressurized water system or water storage tank, payment into the appropriate
Battalion Water Tender Fund may be required.
E] Measures shall be taken to control fugitive dust emissions from all driveway and other civil
construction� associated with residential development. . Approved dust control 4 measures are
found in the fugitive dust control plan for the' site approv ed by the Butte County Air Quality
Management District a copy of which can be obtained from the Butte County Department
of Development Services, Building Division."
Engineered foundations are required.
E] Class A roofs are required.
Ej Property owners responsible for roa
Page 4 of 5
F-1
Summary of Specific Requirements:
This information provided in this summary is based on the application information and on the best available data at the time
of review.
CMarryABuilding Pennit Site Plan Reviewl.doc
-Page 5 of 5
�. A
N;�U WILLDAN
Serving Public Agencies
January 3, 2005
Scott Rutherford
Butte County Building Department
7 County Center Drive
Oroville, CA 95965
(530) 538-7169
(530) 538-2140 FAX
SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL
Willdan Project No: 14353-1258
Jurisdiction Job No: 04-3301
Assessor's Parcel No: 021-100-039
Description.: Scheyer Shop/Garage
Dear Mr. Rutherford:
117 C Street
Marysville, California 95901
530/749.2373 fax 530/749.2199
www.willdan.com
Willdan has completed a plan review of submitted plans and documents for the above referenced project
and recommends your approval with the conditions noted on the 2 nd page of this letter. The plans and
documents provided for this review that have been found in compliance with the applicable codes are:
* Plans: Two (2) copies sheets I through 4 (not numbered), not dated, by Ronald Scheyer.
* Truss Calculations: Two (2) copies dated 11-09-04, by James Bourez, P.E.
The plans have been stamped with the Willdan approval stamp and dated the date of this letter.
On the pages to follow is the identification of the codes and standards applicable to the project, a code
analysis, conditions -of -approval and identification of any deferred submittals.
117 C Street
WILLDAN Marysville, California §5901
Serving Public �gencies 530/749.2373 fax 530/749.2199.
www.willdan.com
APPLICABLE CODES
Unless noted otherwise, all comments are based on requirements of the 2001 California Building
Standards Code found in the California Code of Regulations, Title 24:.
Part 2, known as the California Building Code and a ' bbreviated herein as "CBC"
Part 3, known as the California Electrical Code and abbreviated herein as "CEC"
Part 4, known as the California Mechanical Code and abbreviated herein as "CMC"
Part 5, known as the California Plumbing Code and abbreviated herein as "CPC"
Part 6, known as the California Energy Code, and Energy Commission Standards, and
abbreviated herein as "CECS"
CODE ANALYSIS
Type of Typeof 1" Floor 2 nd Floor
Sprinklers Stories Total Sq Ft
Occupancy Construction Sq Ft Sq Ft
"'Vg.
MIM9 " 01 ON I M NO 0 ING 0. 1 WI IN MRIM EN -99M ITMERM
U-1 V -N No 1 1120 1120
CONDITIONS OF APPROVAL
1. Approval is contingent upon the review, requirements and approval of other departments
and/or agencies that have jurisdiction over this project.
2. Revisions and/or notes as red -lined on the plans.
DEFERRED SUBMITTALS
Our plan review reveals no deferred submittals noted at this time.
SPECUL INSPECTION NEEDS
Our plan review reveals no special inspection needs pursuant to CBC 1701.
a
saac Kuster Gordon Wright, P.E.
Plans Examiner Plan Check Engineer
Cc: Alice Mefford, E-mail: amefford@buttecounty.net
Ronald Scheyer, 1426 Oregon Street, Gridley, CA 95945, E-mail: rscheyer@wcisp.com
.Page 2 of 2 County of Butte Pe.hnif NunA)er 04-33) 01.
Wil.1dan J�rc�lectNurnber 14351-1258
4--
Re: SCHEYER
RON SCHEYER
The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision
based on the parameters provided by Trojan Truss.
Pages or sheets covered by this seal: R14192036 thru. R14192037
My license renewal date for the state of California is June 30, 2006.
� BUTTE "�Co 0 �N; T y
BUILDING DIVIS'ii��,��
APPROVED
November 9,2004
Bourez, James
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer, per ANSI/TPI-2002 Chapter 2.
. ... ............ . .....
MiTek Industries, Inc.
7777 GREENBACK LANE
SUITE 109
MOlow
O
CITRUS HEIGHTS CA9,%10
USA
MiTe"
k
FAX (916) 676 1909
TELEPHONE (916) 676 1900
Re: SCHEYER
RON SCHEYER
The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision
based on the parameters provided by Trojan Truss.
Pages or sheets covered by this seal: R14192036 thru. R14192037
My license renewal date for the state of California is June 30, 2006.
� BUTTE "�Co 0 �N; T y
BUILDING DIVIS'ii��,��
APPROVED
November 9,2004
Bourez, James
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer, per ANSI/TPI-2002 Chapter 2.
Job
Truss
Truss ype
CS1
Ply
RO N SCHEYER
cl�
1.25
TC 0.34
�Qty
10.0
R1141192036�
�
�;CHEYEIR
A
COMMON
19
1
YES
WB 0.26
BCDL
10.0
Code UBC97/ANS195
Job Reference (optional)
-ROJAN TRUSS, ORLAND CA. 5.200 s Jan 16 2004 MiTek Industries, Inc. Mon Nov 08 13:14:36 2004 Page 1
-2-M 74-14 14-0-0 20-7-2 28-0-0 30-"
2-M 7-4-14 6-7-2 6-7-2 7-4-14 2-M
Scale = 1:51.9
0
4x5
4
3x6 9 8 3x6
5x7 3x4
10-M
LOADING (psf)
SPACING
2-0-0
CS1
TCLL
16.0
Plates Increase
1.25
TC 0.34
TCDL
10.0
Lumber Increase
1.25
BC 0.58
BCLL
0.0
Rep Stress Incr
YES
WB 0.26
BCDL
10.0
Code UBC97/ANS195
(Matrix)
LUMBER
TOPCHORD 2X4DFNo.I&BtrG
BOTCHORD 2X4DFNo.l&BtrG
WEBS 2X4DFStdG
DEFIL
in
(loc)
Udefl
Ud
Vert(LL)
-0.21
6-8
>999
240
Vert(TL)
-0.47
2-9
>704
180
Horz(TL)
0.07
6
. n/a
n/a
10-0-0
PLATES �GRIP
M1120 220/195
Weight: 109 lb
BRACING
TOPCHORD Sheathed or 4-1 -0 oc purlins.
BOTCHORD Rigid ceiling directly applied or 9-1-3 oc bracing.
REACTIONS (lb/size) 2=1109/0-3-8,6=1109/0-3-8
Max Horz2=110(load case 5)
Max Uplift2=-361 (load case 3), 6=-361 (load case 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/32, 2-3=-2339/580, 3-4=-2025/472, 4-5=-2025/472, 5-6=-2339/580, 6-7=0/32
BOTCHORD 2-9=-532/2162,8-9=-259/1480,6-8=-447/2162
WEBS 3-9=-4i7/268,4-9=-121/641,4�8=*121/641,5-8=Al7/268
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; Category 11; Exp C; enclosed; MWFRS gable end zone; cantilever left and
right exposed ; end vertical left and right exposed; Lumber DOL=11.33 plate grip DOL=1.' 33..
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 116-13� LIBC-97.
4) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASE(S) Standard
BUTTE -COUNTY
SUILDING DIVIOION-
APPROVED
AWARNING - Verih� desig n- parainerers'and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual
building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of
c6mponant is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual
web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector.
Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance
regarding fabrication. qua lity control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-
80, Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss
Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 . MiTek Industries, Inc.
NO. C664,24
EXR &�01�11-06*
November 9,2004
6
'Symbols
Numbering System
General Safety Note s
PLATE LOCATION AND ORIENTATION
Failure to Follow -Could Cause Property
Damage or Personal Injury
3/�' *Center plate on joint unless.
dimensions indicate otherwise.
Dimensions are in inches. Apply
I . Provide copies of this truss design to the
plates to both sides of truss and
building designer, erection supervisor, property
securely seat.
owner and all other interested parties.
J2 J3 J4
2. Cut members to bear tightly against each
14,
TOP CHORDS
other.
C2 C3
J5
3. Place plates on each face of truss at each
3:
joint and embed fully. Avoid knots and wane
0 - I
U 3:
at joint locations.
0
U
U
4. Unless otherwise noted, locate chord splices
CL
0 CL
at 1/4 panel length (± 6" from adjacent joi.nt.)
For 4 x 2 orientation, locate
C8 C7 C6 0
BOTTOM CHORDS
5. Unless otherwise noted, moisture content of
,lumber shall not exceed 19% at time of fabrication.
plates 1/8" from outside edge
A J8 J7 J6
of truss and vertical web.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
*This symbol indicates the
required direction of slots in
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
7. Camber is a non-structural consideration and
connector plates.
AROUND THE TRUSS STARTING AT THE LOWEST JOINT
is the responsibility of truss fabricator. General
FARTHEST TO THE LEFT.
practice is to camber for dead load deflection.
WEBS ARE NUMBERED FROM LEFT TO RIGHT
8. Plate type, size and location dimensions
PLATE SIZE
shown indicate minimum plating requirements.
The first dimension is the width
9. Lumber shall be of the species and size, -and
.4 x 4 perpendicular to slots. Second
in all respects, equal to or better than the
dimension is the length parallel
CONNECTOR PLATE CODE APPROVALS
grade specified.
to slots.
BOCA 96-31, 96-67
10. Top chords must be sheathed or purlins
ICBO 3907,4922
provided at spacing shown on design.
LATERAL BRACING
SBCCI 9667,9432A
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
Indicates location of required
WISC/DILHR 960022-W, 970036-N
unless otherwise noted.
continuous lateral bracing.
NER 561
12. Anchorage and / or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stocks of construction materials.
BEARING
Indicates location of joints at
Mi
14. Do not cut or alter truss member or plate
without prior approval of a professional
which bearings (supports) occur.
I lil*a Ins 3
engineer.
MiTe
15. Care should be exercised in handling,
Eff d-
erection and installation of trusses.
-MiTek Engineering Reference Sheet: MIX -7473
1993 MiTek@ Holdings, Inc.
i
Truss
Truss Type 0 . .1
ty
Ply
RON SCHEYER .
Plates Increase 1.25
TC 0.16
Vert(LL) n/a - n/a 999
1
�Q
TCDL 10.0
R1'4119203�
6CHEYER
AGE
COMMON
2
Rep Stress Incr YES
WB 0.02
Horz(TL) 0.00 22 n/a n/a
BCDL 10.0
Code UBC97/ANS195
(Matrix)
Job R.r.r.
7-ROJAN TRUSS. ORLAND CA. 5.200 s Jan 16 2004 MiTek Industries, Inc. Mon Nov 08 13:14:38 2004 Page 1
-2-M 14-M 28-M 30-0-0
.24-0 14-M 14-M 2-M
Scale = 1:51.9
3X4
12 13
3x4 42 41 40 39 38 37 36 35 34 33 32 311 30 29 28 27 26 25 24 3x4
3x4 =
28-0-0
0
31;,
6
LOADING (pso
SPACING 2-M
CS1
DEFL in (loc) I/defi Ud
PLATES GRIP
TCLL 16.0
Plates Increase 1.25
TC 0.16
Vert(LL) n/a - n/a 999
M1120 220/195
TCDL 10.0
Lumber Increase 1.25
BC 0.07
Vert(TL) 0.03 23 >737 180
BCLL 0.0
Rep Stress Incr YES
WB 0.02
Horz(TL) 0.00 22 n/a n/a
BCDL 10.0
Code UBC97/ANS195
(Matrix)
Weight: 143 Ib
LUMBER
TOPCHORD 2X4DFNo.l&BtrG
BOTCHORD 2X4DFNo.l&BtrG
OTHERS 2X4DFStdG
BRACING
TOPCHORD Sheathed or 6-" oc purlins.
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 2=237/28 -M,22=237/28 -M,33=98/28 -M,32=98/28 -0-0,42=110/28-0-0,41=96/28-0-0,40=96/28-M, %
39=96/28-0-0. 38=97/28-0-0, 37=92/28-0-0, 35=93/28-M, 34=92/28-6-0, 31 =91/28-M, 30=97/28-0-0, 29=96/28-M
, 28=96/28-M, 27=96/28-M, 26=96/28-0-0, 25=96/28-M, 24=1 10/28-M
Max Horz 2= 1 44(load case 5)
Max Uplift2=-148(load case 3), 22=-158(load case 4), 42=-8(load case 4), 41=-64(load case 5), 40=-28(load case 3)
39=-38(load case 3), 38=-35(load case 3), 37=-37(load case 5), 35=-38(load case 3), 34=-40(load case 3):
31 =41 (load case 6), 30=-36(load case 4), 29=-36(load case 6), 28=-35(load case 6), 27=-37(load case 4),
26=-28(load case 4), 25=-64(load case 6), 24=-8(load case 3)
Max Grav 2=237(load case 1), 22=237(load case 1), 33=98(load case 1), 32=98(load case 1), 42=1 30(load case 2),
41 =96(load case 7), 40=96(load case 1), 39=96(load case 1), 38=97(load case 7), 37=92(load case 1), 35-93(load
case. 1), 34=93(load case 7), 31 =93(load case 8), 30=97(load case 1), 29=96(load case 1), 28=96(load case, 8).
27=96(load case 1), 26=96(load case 1), 25=96(load case 8), 24=130(load case 2)
FORCES (lb) - Maximum Compression/Maximum Tension r%
TOPCHORD 1-2=0/32, 2-3=-89/32, 3-4=-66/46, 4-5=45/56, 5-6=-26/68, 6-7=-1 7/79, 7-8=-1 7/90, 8-9=-1 7/101, 9-1 0=-1 8/112,
10-11 =-1 7/125. 11-12=-1 8/123, 12-13=-1 8/121, 13-14=-1 7/119, 14-15=-1 8/99. 15-16=-1 7/79, 16-17=-1 7160, 17-1 8=-1 7142,
18-19=-1 8/29, 19-20=-1 7/18, 20-21 =-27/8. 21-22=-50/12, 22-23=0/32
BOTCHORD 2-42=0/0, 4142=0/0, 40-41 =0/0, 39-40=0/0,'38-39=0/0, 37-38=0/0, 36-37=-O/O, 35-36=0/1 08, 34-35=0/1 08, 33-34=0/1 08.
32-33=0/1 08, 31-32=0/1 08, 30-31 =0/1 08, 29-30=0/1 08, 28-29=0/1 08, 27-28=0/1 08, 26-27=0/1 08, 25-26=0/1 08, 24-25=0/1 08
, 22-24=0/108
WEBS 11 -33=-70/12, 13-32=-70/0, 3-42=-90/44, 4-41 =-64/54, 5-40=-70/47, 6-39=-69/49, 7-38=-69/48, 8-37=-69/48, 9-35=-70/49,
10 -34= -68/52,14 -31= -68/53,15 -30=-70/49,16-29=-69/48,17-28=-69/48,18-27=-69/49,19-26=-70/47, 20-25=-64/5411,
21-24=-90/43
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; Category 11; Exp C; enclosed; MWFRS gable end zone; cantilever, left an
right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to.the face), see MiTek "Standard Gable
End Detail"
4) All olates are 1 x4 M1120 unless otherwise indicated.
ntinued on page 2
WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
Design valid for use only with MiTek connectors -This design Is �ased only upon parameters shown, and is for an Individual
building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of
c6mponent is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual
web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector.
Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection, and bracing, consult 6ST-88 Ouallty Standard, DSB-
a% Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss W!
Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc.
G) 0-
ol 0 0.
011;
A.
NO. C6 6 412' 4
EXR 640-06
November 9,2004 -
Symbols
Numbering System
A General Safeiy Notes'
PLATE LOCATION AND ORIENTATION
Failure to Follow Could Cause Property
Damage or Personal Injury
�_J 3/�' *Center plate on joint unless.
dimensions indicate otherwise.
Dimensions are in inches. Apply
1 . Provide copies of this truss design to the
plates to both sides of truss and
building designer, erection supervisor, property
securely seat.
owner and all other interested parties.
J2 J3 J4
2. Cut members to bear tightly against each
14,
TOP CHORDS
other.
C2 C3
J5
3. Place plates on each face of truss at each
3:
joint and embed fully. Avoid knots and wane
0 5
ZX
at joint locations.
M 0
U 2:
U 0
4. Unless otherwise noted, locate chord splices
CL
0 a-
at VA panel length (± 6" from adjacent joint.)
For 4 x 2 oriientation, locate
1 C8 - C7 C6 0
BOTTOM CHORDS
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19% at time of fabrication.
plates 1/8" from outside edge
il J8 J7 J6
of truss and vertical web.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
*This symbol indicates the
required direction of slots in
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
Camber is a non-structural consideration and
connector plates.
AROUND THE TRUSS STARTING AT THE LOWEST JOINT
is the responsibility of truss fabricator. General
FARTHEST TO THE LEFT.
practice is to camber for dead load deflection.
WEBS ARE NUMBERED FROM LEFT TO RIGHT
8. Plate type, size and location dimensions
PLATE SIZE
shown indicate minimum plating requirements.
The first dimension is the width
4
9. Lumber shall be of the species and size, and
4 x perpendicular to slots. Second
in all respects, equal to or better than the
dimension is the length parallel
CONNECTOR PLATE CODE APPROVALS
grade specified.
to slots.
BOCA 96-31, 96-67
10. Top chords must be sheathed or purlins
ICBO 3907,4922
provided at spacing shown on design.
LATERAL BRACING
SBCCI 9667,9432A
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
Indicates location of required
WISC/DILHR 960022-W, 970036-N
unless otherwise noted.
continuous lateral bracing.
NER 561
12. Anchorage and / or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof 6r floor trusses with
stacks of construction materiials.
BEARING
Indicates location of joints at
14. Do not cut or alter truss member or plate
without p(ior approval of a professional
which bearings (supports) occur.
engineer.
MiTeke
15. Care should be exercised in handling,
erection and installation of trusses.
MiTek Engineering Reference Sheet: MIX -7473
@ 1993 MiTek@ Holdings, Inc.
7A
0__
0&
A, -WARNING - Verify design joarain�ters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
Design valid for use only with MITak connectors. This design is based only upon parameters shown, and Is for an individual
building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of
component is responsibility of building designer — not truss designer. Bracing shown Is for lateral support of individual
web members only. Additional temporary bracing to insure stability during construction is * the responsibility of the erector. R 'M
Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-
89 Bracing Specification, and HIS -91 Handling Installation and Bracing Recommendation available from Truss
Plate Institute, 583 O.'Onofria Drive, Madison, WI 53719 MiTek Industries, Inc.
russ
Truss Type
aty
Ply
RON SCHEYER
I
I
R14192037
lJob
.
SCHEYER 01
AGE
COMMON
2
1
. . .
I
I
Reference (optional)
TROJAN TRUSS, ORLAND CA.
5.200 s Jan 16.2004 MiTek Industries, Inc. Mon Nov 08 13:14:38 2004 Page 2
NOTES
5), Gable.requires continuous bottorn chord bearing.
6) Gable studs spaced at 14-0,oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, LIBC-97.
8) A plate rating reduction of 20% has been -applied for the green lumber members.
LOAD CASE(S) Standard
7A
0__
0&
A, -WARNING - Verify design joarain�ters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
Design valid for use only with MITak connectors. This design is based only upon parameters shown, and Is for an individual
building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of
component is responsibility of building designer — not truss designer. Bracing shown Is for lateral support of individual
web members only. Additional temporary bracing to insure stability during construction is * the responsibility of the erector. R 'M
Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-
89 Bracing Specification, and HIS -91 Handling Installation and Bracing Recommendation available from Truss
Plate Institute, 583 O.'Onofria Drive, Madison, WI 53719 MiTek Industries, Inc.
Symbols
Numbering System
General Safety Notes'
PLATE LOCATION AND ORIENTATION
Failure to Follow Could Cause Property
Damage or Personal Injury
3/�' *Center plate on joint unless.
dimensions indicate otherwise.
Dimensions are in inches. Apply
I . Provide copies of this truss design to the
plates to both sides of truss and
building designer, erection supervisor, property
securely seat.
owner and all other interested parties.
J2 J3 J4
2. Cut members to bear tightly against each
1 1.
TOP CHORDS
other.
Y8
C2 C3
J5
3. Place plates on each face of truss at each
c,
3r 0
joint and embed fully. Avoid knots and wane
M:
0 Q�
at joint locations.
0
U
4. Unless otherwise noted, locate chord splices
0 0-
at V. panel length (± 6" from adjacent joint.)
For 4 x 2 orientation, locate
C8 C7 C" 10
BOTTOM CHORDS
5. Unless otherwise noted, moisture content of
lumber shall not exceed 19% at time of fab(ication.
plates 1/8" from outside edge
ii J8 J7 J6
of truss and vertical web.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
*This symbol indicates the
required direction of slots in
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
7. Camber is a non-structural consideration and
connector plates.
AROUND THE TRUSS STARTING AT THE LOWEST JOINT
is the responsibility of truss fabricator. General
FARTHEST TO THE LEFT.
practice is to camber for dead load deflection.
WEBS ARE NUMBERED FROM LEFT TO RIGHT
8. Plate type, size and location dimensions
PLATE SIZE
shown indicate minimum plating requirements.
The first dimension is the width
4 4
9. Lumber shall be of the species and size, and
x perpendicular to slots. Second
in all respects, equal to or better than the
dimension is the length parallel
CONNECTOR PLATE CODE APPROVALS
grade specified.
to slots.
BOCA 96-31, 96-67
10. Top chords must be sheathed or purlins
ICBO 3907,4922
provided at spacing shown on design.
LATERAL BRACING
SBCCI 9667,9432A
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
Indicates location of required
WISC/DILHR 960022-W, 970036-N
unless otherwise noted.
continuous lateral bracing.
NER 561
12. Anchorage and / or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stacks of construction materials.
BEARING
Indicates location of joints at
_11<
14. Do not cut or alter truss member or plate
without prior approval of a professional
which bea(ings (supports) occur.
I 1114:1 IM
engineer.
iFk4
MiTe LKN-^%l
15. Care should be exercised in handling,
erection and installation of trusses.
MiTek Engineering Reference Sheet: MIX -7473
1993 MiTek@ Holdings, Inc.
26. 2004 5, 71� I'IITEK INDUSTRIES SHC
I ANIDA"b'
R GABLE END DETAIL
VARlr=S,F,2
TO COM 4X4
TRUSS
613"
CONT.
A
*D1ArjOKAL OR L -DRACIN,
REFER TO TABLE BELOA
2X4 NO ' 2 OR M. OP -L
I X4 OR wo (") .
i --VERTICAL STUD
TYPICAL 2x4 L -BRACE NAILED
TO ZX4 \(ERTICALS VV15d NAILS
12� SPACED AT 6" O.C.
LOADINQpsf)
SPACING 2-0-0
TCLL -
145,0
Plates Increase 1,15
TCDL
10.0
Lumber Increase 1.15
SCILL
0.0
Rep Stress Incr YES
BCDL
10.0
Code UBCIANS]95
TOP CHORD 2 X 4 DF -L NO.2
BOT CHORD 2 X 4 DF4_ NO.2
OTHERS -2 X 4 DF -L Stud
"D.2434 P. i
80 IVIF C, 14b ?ISF SNOW
E 1 OF 2
SHEATHING
3 15 (BY OTHERS)
< I 24"MAX 24"O.C.
4><� NOTCH AT
24" O.C. (MIN.)
2X4 LATERAL BRACING
T6PCHORD A's "EQU'REO PER
11 TABLE BELOW
w OTCH DETAIL
3x!5
END / /;'
WALL �1011) CEILING
MATERIAL
DET61L A
LATERAL BRACING NAILING
SCHEDUL E
VERT, HEIGHT
4 OF NAILS AT END
:.–UP TO 7 1-011
1 5d
—S' 7
OVER 81-6"
4 - 16d
MAXIMUM VERTICAL STUD HEIGHT
SPACIN OF "CALS I WITHOUT BRACE i wrim LATERAL BRACE WITHL-BRACE-
12 INCH O.C. I A-1 n -n I R &% a _n
NOTES
1) VERT. STUDS HAVE BEEN CHECKE ' D FOR go WKWINp, W. C,.Hajaw 26 FT
2) CONNECTION BETWEEN BOTTOM CHORD OF 4AEiLt tNb*TRUSS AND WALL10:1111! PROVOED BY PRojEcT ENGINEER OR ARctinecT,
3) ' FURN13H COPY OF THIS DRAWIING TO CON -TRACTOR FOR 9RAc" INSTALLA-"ON.
4) WCING SHOWN 16 FOR INDMDUAL TRUSS ONLY, CONSULT BLDG, ARCHftCT OR ENGINEER FOR TBAPORARY AND PE§MANENT
BRACING OF ROOF SYSTEM.
5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTLIRAL GABLE ENDS AND TO GABLE ENDS WITH A MAX, VERT. STUD HEIGHT OF 6%6".
TOP CHORD NOTCHING NOTES
1 ) THE GABLIL MUST BE FULLY S EATHED WMIGH) MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24' O.C.
.HE
2) NO LUMBER bEFEdTS AU.6WED AT OR ABOUT NOTCHES. APR 2 6 2004
3),LUMBER MUST MEET OR IMCRIED VISUAL ORADE #2 LUMBER AFTER NOTCHING.
4) k NOTCHING IS PERM11ITTED WITHIN 2X THE OVERHANG LENGTH,
C4ondrivad on pa0e 2
civa.
'DiViSiG04
Ila LUNG
APPROVED
Nr Elt"
0 1 ANUA Kii` 'U" �E3
IL
,-*14- 10d NAILS MIN. PLYwOOD,SHF-ATHING
2- 10d TO 2X4 STO.'DF-L BLOCK
(Typ)
SIMPSON A34
OR EQUIVALENT 45'
GABLE
2-AX4 S
S HA
RA
133RACL
STRO 4 32BACK INTO
C �HO , I
MAX;
2X4 BLOCK
)D OR BTR SPACED @, 5'-0' O.C.
IE PROVIDED AT �_:Adll END OF
EXCEPT FO R* BR'AOE EXTENDED
iE CHORDS,& CONNECTED TO
S W/ 4- 1 Od'W-AILS.
:NGTH = 7'-V'
STANDARD TRUSSES
SPACED @ 24" O.C.
NOTES
1) 2X4 NO.2 OR OTP, FOR LEDGER AND STRONGBACK'NA114610GETHER WITH 10D NAILS Q 6- o.c.
2�2X.4 LEDGER NAILED TO EACH STUD "TH 4- 10d NAILS.
3 2X4 STRONGBACKTO BE CONNECTED To EACH VERT. STUD WITH 2- 10d TO
4)THE 1 Od NAILS SPECIFIrzD FOR LEDGER AND STRONGBACK Ake iga go*` '
NAILS -(0.131" Dik X 3.V'LGT)
THIS DErAlL IS APPLICABLE TOSTRUCTuRAL GASLE END
IF THE FOLLOWING CONDMONS ARE MEr.-'
1. MAXIMUM HEIGHT OF TRUSS= $--an
2. MAXIMUM PANEL LENGTH ON TOP A.No SOT, CHORDS T -o"
3. THE HORIZONTAL TIE MEMBER AT THE VIENT dOENING smALL BE BRACED Q 4*-U'O'
4 C. &m.
PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS.
I
RECEIVED
NOV 18 2004
MLLDIAN
OFFICt
APR 2 6 2004
0
BALANCE OF FEES SHEET
DATE:
PERMIT* 4
ASSESSOR PARCEL
OWNER'S NAME: 4�
FEES (Amount and Purpose):
BALANCE OF FEES:
ADDITIONAL FEES:
REVISED PLAN CHECK:
SHERIFF FEE (commercial only):
SRA:
COPY FEES ($1 or more)
DRAINAGE
BASIN
BC RESIDENTIAL IMPACT
County Wide Chico Urban
El Medio North Chico Specific_
WATER TENDER FEES
BATTALION#
FEMA
SMIP
OTHER,
RECEIPT NUMBER(S)
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDINGi PERMIT
24 HOUR INSPECTION #: (530) 538-76.Zl6 (OROVILLE) (530) 891-2834 (dHICO)
OFFICE #: (530) 538-7541 FAM (530)538-2140
WEBSITE: www.buttecounty.netkidds
I
LICENSED CONTRACTORS DECLARATION
I hereby affirm under penalty of perjury that I am licensed under
provisions of Chapter 9 (commencing with Section 7000) of Division 3 of
the Business and Professions Code, and my license is in full force and
effect.
LicenseClass: LicenseNumber: ? 7
Date: !9 — I )_ Contractor.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the
Contractors' State License Law for the following reason (Sec. 7031.5
Business and Professions Code: Any city or county which requires a
permit to construct, alter, improve, demolish, or repair any structure, prior
to its issuance, also requires the applicant for such permit to file a
signed statement that he or she is licensed pursuant to the provisions of
the Contractor's State License Law (Chapter 9 commencing with Section
7000) of Division 3 of the Business and Professions Code) or that he or
she is exempt therefrom and the basis for the alleged exemption, Any
violation of Section 7031.5 by any applicant for a permit subjects the
applicant to a civil penalty of not more than five hundred dollars ($500).):
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 (Sec. 7044, Business and Professions
Code: The Contractors' State License Law does not apply to an
owner of property who builds or improves thereon, and who does
such work himself or herself or through his or her own employees,
provided that such improvements are not intended or offered for
sale. If however. the building or improvements are sold within one
year of completion, the owner -builder will have the burden of
proving that he or she did not build or improve for the purpose of
sale.):
LI 1, as owner of the properly, am exclusively contracting with
licansed contractors to construct the project (Sec. 7044, Business
and Professions Code. The Contractors' State License Law does
not api5ly to an owner of property who builds or improves thereon,
and who contracts for such projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
13 1 am Exempt under Article 3 of the Business and Professions Code
Date: — Owner:
WORKERS'COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
0 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.
I have and will maintain workers' compensation insurance, as
required by Section 3700 the Labor Code, for the performance of
the work for which this permit is issued. My workers' compensation
insurance carder and policy number are:
Carrier: S: /1J
Policy
13 1 certify that in the performance of the work for which this permit is
issued, I shall not employ any person in any manner so as to
become subject to the workers' compensation laws of California,
and agree that. if I should become subject to the workers'
compensation provisions of Section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
Date:
Applicant:
WARNING: Failure to secure workers' compensation coverage is
unlawful, and shall subject an employer to criminal penalties and one
hundred t housand dollars ($100,000), in addition to the cost of
compensation, damages as provided for in Section 3706 of the Labor
code, interest, and attorney's fees.
CONSTRUCTION LENDING AGENCY
I hereby affirm that there is a construction lending agency for the
performance of the work for which this permit is issued (Sec 3097 Civ.)
Address:
PERMIT NO.
BP042791
Issued Date: 09/22/2004 APN: 021-100-039-000
Site Address: 1426 OREGON ST GRI
'Map Index:
Description: RE -ROOF (29 SQ)
I
Owner: SCHEYER RONALD K & PATRICIA LOU
1426 OREGON ST
GRIDLEY, CA
95948
i Applicant: ROBERT L LEPIRD
P 0 BOX 128
OREGON'HOUSE, CA 95962
(530) 870-3772
Contractor: RICHARDS'AND CARL'S ROOFING
2472 ELM STREET
LIVE OAK,. CA 95953
530-695-2632 .
, License #: 775873
Architect:
Engineer:
Total Square Ft: 0 S. F.
Valuation: $0.00
Census Code:
This pei.nii is her by issued under the applicable
Resolutions to d work indicated above for which
- ��; -,/-Vl It- _�
el - 9,--) - -=- 4-
Fisions of the Bijille County Codp ?nd/or
have been paid.
14Le, Date: c? 2. - o4-
47 - D, zi, - en's -
13 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage,
handling and use of hazardous materials.
• Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project.
• Attached are copies of the required E.P.A. notification forms.
I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with
all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. thereby
authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes.
PrintName:rX_ZJ �7,� "-60,n, Signature:
Date:_'�
0 Owner 0 Contractor Q Agent for Owner 12 Agent for Contractor
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
. I BUILDING PERMIT '
24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE M (530) 538-7541 FAM (530)538-2140
WEBSITE: www.buftecounty.net1dds
PERMIT NO.
BP042791
LICENSED CONTRACTORS DECLARATION
I hereby affirm under penalty of perjury that I am licensed under
provisions of Chapter 9 (commencing with Section 7000) of Division 3 of
Issued Date: 09/22/2004 APN: 021-100-039-000
the Business and Professions Code, and my license is in full force and
effect.
License Class: LicenseNumber: ?
Site Address: 1426 OREGON ST GRI
Date:!�_ Contractor
7/
Map Index:
Description: RE -ROOF (29 SQ)
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the
Contractors' State License Law for the following reason (Sec. 7031.5
Business and Professions Code: Any city or county which requires a
Owner: SCHEYER RONALD K & PATRICIA LOU
permit to construct, alter, improve, demolish, or repair any structure, prior
to its issuance, also requires the applicant for such permit to file a
signed statement that he or she is licensed pursuant to the provisions of
1426 OREGON ST
the Contractor's State License Law (Chapter 9 commencing with Section
7000) of Division 3 of the Business and Professions Code) or that he or
GRIDLEY, CA
she is exempt therefrom and the basis for the alleged exemption. Any
95948
violation of Section 7031.5 by any applicant for a permit subjects the
applicant to a civil penalty of not more than five hundred dollars ($500).):
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 (Sec. 7044, Business and Professions
Code: The Contractors' State License Law does not apply to an
Applicant: ROBERT, L LEPIRD
owner of property who builds or improves thereon, and who does
such work himself or herself or through his or her own employees,
provided that such improvements are not intended or offered for
P 0 BOX 128
sale. If however, the building or improvements are sold within one
year of completion, the owner -builder will have the burden of
OREGON HOUSE, CA 95962
proving that he or she did not build or improve for the purpose of
(530) 870-3772
sale.).
0 1, as owner of the property, am exclusively contracting with
licensed contractors to construct the project (Sec. 7044, Business
and Professions Code. The Contractors' State License Law does
not apply to an owner of property who builds or improves thereon,
and who. contracts for such projects with a contractor(s) licensed
Contractor: RICHARDS'AND CARL'S ROOFING
pursuant to the Contractors' State License Law.).
13 1 am Exempt under Article 3 of the Business and Professions Code
2472 ELM STREET
Date: Owner:
LIVE OAK, -CA 95953
530-695-2632
WORKERS'COMPENSATION DECLARATION
1 hereby affirm under penalty of pedury one of the following declarations:
0 1 have and will maintain a certificate of consent to self -insure for
License M 775873
workers' compensation, as provided for by Section 3700 of the
Labor Code, for the perfon-nance of the work for which this permit
is issued.
I have and will maintain workers' compensation insurance, as
Architect:
required by Section 3700 the Labor Code, for the performance, of
the work for which this permit is issued. My workers' compensation
Engineer:
insurance carder and policy number are:
Carrier. A. ZEalti
Total Square Ft: 0 S. F.
Policy#: 5;� 2 1'�- 4-
Q 1 certify that in the performance of the work for which this permit is
Valuation: $0.00
issued. I shall not employ any person in any manner so as to
Census Code:
become subject to the workers' compensation laws of California,
and agree that if I should become subject to the workers'
compensation provisions of Section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
41
Date:
Applicant:
WARNING: Failure to secure workers' compensation coverage is
unlawful, and shall subject an employer to criminal penalties and one
hundred thousand dollars ($100,000), in addition to the cost of
4 -
compensation, damages as provided for in Section 3706 of the Labor
code, interest, and attorney's fees.
CONSTRUCTION LENDING AGENCY
This permit is her�by issued under the applicable provisions of the Butte County Code. ?nft/or
I hereby affirm that there is a construction lending agency for the
Resolutions to do)work indicated above for which fees have been paid.
performance of the %vork for which this permit is issued (Sec 3097 Civ.)
Name:
By: Date:
Address:-
PERIVIIT(X�ES ON:
(Date)
• I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 2553.4 of the California Health and Safety Code, which regulate the storage,
handling and use of hazardous materials.
• Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project.
• Attached are copies of the required E.P.A: notification forms.
I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with
all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby
authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes.
Print Name: A .9, if, ae -Signature:
V
Date:
Q Q Ell Agent for Owner Ell"Agent for Contractor
Owner Contractor
09/21/2004 14:21 8088222148
BUSINESS SUPPORT
4-1191 XUHI0 HWY'
K&PAA, KAUAI, HAWAII 96744
PH: (808) 822-5504 FAX: (808) 822-2148
FACSIMILE TRANSMITTAJ, S"'RR,
-.From:
'com.Dauv: A Ar �t (4% pf� A /�-A L,A A
E x Nurnbcv.
w
Phone Number:
Re:
Notc/Commentst
MR 8", 1,
PERMIT NO. 7660-79B,E
jPERMIT EXP)RE�
OWNER Ronald S cheyer
dONTR. owner
LOCATION (A.P. .21-10-39
E/S Oregon St., app'.250'N.of'Little Ave,
Gridley
Temp. zowerPole
ed PG&E
T4 Elec. Serv.
Called PG&E
Temp. Gas Serv.
Called PG&E
J JO
OB-
FINALED
(D�te)
t (S i g n a t u77
COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS
BUILDING INSPECTION RECORD
BUILDING BUILDING (Cont'd) PLUMBMG
7
mWaCr. - :X�_
M Ml�
Firewall
Soil Piping
Forms
Parapets
1st Floor
Main Bldg.
Restroorn Finish
2nd Floor
Footings
Windows
3rd Finor
Stemwa I I
Siding
Topout
Slab
Roof Sheathin
Water Piping
Piers
Roofing
Sewer
Garage
Fdn. Vents
Fixtures
Footings
Stemwa I I
Garage Vents
Insulation
Water Htr.
Heaters
Slab
Carport
Footings
Prov. for 1p� sIcally
handicappe.1
Conformance of ex.
structure
Appliances
Gas Piping & Test
Temp. Gas
Slab
Final Car>
Sanitation
Patio
FIREPLACk,)
Final
Footings
Footing
-ELECTRICAL
Masonry Walls
Throat
Rouah
ReInf. Steel
Final
Fixtures
Bond Beam
FIRE SPRINKLERS
Motors
Framing
-Test
Water Htr.
Stucco
Final
Subpanels
Mish
MECHANICAL
Grd. Fault Prot.
Scratch
Heating 1-11
Service
Brown
Cooling 41—
Temp. Pole
Finish
Ducts J
Underground
Interior Lath
Ventilation
Permanent
Door Closer
Final
Final 12 —
MOBILEHO;E'UTILITIES
--------
Elec- Service
Elec. Pelestal
Water Piping
Sewer
Gas Piping
'ME INSTALLATION --------------
Support
Elec. Continuity
Water Piping
Drainage
Gas Piping
DATE
'3
REMARKS OR -CORRECTIONS
(NOTE: An entry must be made on this form each time you visit the job site.)
COUNTY OF BUTTE — DrEPARVIVIENT OF PUBLIC WORKS
J. 7 County Center Drive - Oroville, California 95965
Telephone: 534-4541
APPLICATION AND PERMIT AA av
BUILDING /11 A I
Owner \1 E
SO. FT. OCC. JBUILDING VALLI�TIAI[7
ress P_T_ P
Mai I ing Add >O -A --,?>g
G Rt IXZ�-1 CA ciezPqg'
I ephon e Np.
�4 (9 _XCJ 243
Contractor (DW A) EM
Mai I ing Address
Fireplace
Total Valuation �)00
Telephone No.
P W_Eap.�
T
Building Address eOGOV ST APPeDV_266
lanChecking FeeeAorPenalty
Pe-r-mff-Fee -- K0 ,00
A) OF 44 Trl,& AU49
PLUMBING No.1 @ I FEE
PERMIT FILING FEE $3.00
Each TraD 1.50
Repair drainage or vent piping 1.50
A. P, No. I C) 9
Zoning& Planning
Water piping 1.50
Each gas water heater or vent 1.50
__V
Fees I
J(C-
I &iaAtul
Fi re Dept.
Fi re Zone
—
Use Permit
Gas piping system 1 - 5 outlets 1.50
EQA
IParking
p�an s
I Parcel on
Deciarati
I Parcel Map
60' R/W
I Imp ements
Each additional outlet .30
Building sewer 5.00
BldgLKI'.n. Rec'd
Parcel Approval
'�Approval
W. -n
Lawn sprinkler system 2.00
NEW ADDITION UTILITIESE] OTHER [0'
Permit Fee $
1$
1 @MOM'
ELECTRICAL No.1 @ I FEE
PERMIT FILING FEE [$3.00
600V OR LESS
Main service 100 AMP OR LESS 5.00
Single Family Duplex Mobi I Home Others El
Main service EA. ADD -L 100 AMP 2.50
OVER 600V
Main service 100 AMP OR LESS 25.00
Main service EA. ADD -L 100 AMP 1.00
NEW CONST. I DWELLING OCCUP. N
OR ADDNS. % ACC.BLDGS. 20 sq ft
CONTRACTORS LICENSE LAW
I am licensed under the provisions of Chapter 9, Div. 3,. of the
State of California Business & Professions Code under the name
style of:
NE W CO NSTP_ (MULTI.OUTLET
.0 -RE SID. BRANCH CIRCUITS) 12.50ea
NEW CONSTR. (POWER APPARATUS& I
NON-RESID, SINGLE OIJTLET CIR. I
__Q
Ex. Occur) OUTLETS OR FIXTIIRES1 F@
I BAL:!
FIXED APPLNS OR
Ex. Occup. (OUTLETS (RESI*D.) EA) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
L en
ic se No. Classification
Misc. Wiring foe ppt-jo 6.25
21'am exempt from the Contractors License Laws of the State of Cal ifornia.
Permit Fee
MECHANICAL No. @ FEE
WORKMEN'S COMPENSATION INSURANCE
I am aware of the provisions of Section3700 of the California Labor
1 161 : A 1: 1,1: 1;
PERMIT FILING FEE $3.00
Heating
Code which requires every emp oyer LO e nsure go nst a Ly
for Workmen's Compensation.
I have placed on file with the County of Butte a certificate of
Workmen's Compensation Insurance.
certify that in the performance of the work for which this
22'p�eee`r�mit is issued I shall not employ any person in any manner
so as to become subject to the Workmen's Compensation Laws of
California.
I certify that I have read this application and state that the above
information is correct. I agree to comply to all County Ordinances
and State Laws relating to building construction, and hereby
authorize representatives of the County of Butte to enter upon the
above -m *oned property for inspection purposes.
X EZE:; — ate/2Z;�2Zff ,
Signature of Perrnit4e or Agent
Receipt No. :2 J
White-D.P.W. - Yellow -Assessor - Pink -inspector - Golden rod-Appl i cant
Cooling
Ventilation I I I
Hood 1 1 2.001
Permit Fee $ $
Land Development Fee $
TOTAL PERMIT FEE is 15 �?_s
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.
DIRECTOR OF PUBLIC WORKS
y '1:�A Date /7-- '1-4?- 7
E (U/ildin�g perm'it expires Date / Z - 74- Pzz,
0
Ci
N
40
rN
NOTE. ---All Mate.-icA & Wor!-mainlship S�c,.11 Be in
t
Accordcancc wli"i Cood Fract*,ces pi".1
0-1 C quay lcr �',,e Spo�.;;-Ee -1 use in fhe
L - 6 1 1 i 14
Uniform Building, Plurnbing & Mechanical Codes and
the National Eledrical Code�
V
This set of plans and specifications MUST be
kept on the j96 at all times and if is unlawful to
make any changes or alteraf ions on some without
- written permission from fl*le Department of Pu6lic
Works, County of Buffe6
A setback of 5 ft. from the
property lines and a setback
of 50ft. from Ille road
centerline shaH be cloar of
structures or 0 1
qu:pr,ne1nt except
for a 2 ft. eave overhang.
BUTTE C01JHTY
BUILDING DEPARTMEW
APPROVED
This set of plans and specifications MUST be
kept on the j96 at all times and if is unlawful to
make any changes or alteraf ions on some without
- written permission from fl*le Department of Pu6lic
Works, County of Buffe6
A setback of 5 ft. from the
property lines and a setback
of 50ft. from Ille road
centerline shaH be cloar of
structures or 0 1
qu:pr,ne1nt except
for a 2 ft. eave overhang.
BUTTE C01JHTY
BUILDING DEPARTMEW
APPROVED
4862-80B
;.PERMIT NO.
PERMIT EXPIRES. 9/22/81
!OWNER PATRICIA SCHEYER
�'CONTR. owner
21-10-39
�LOCATION (A.P.
4.426 South Oregon St, Gridley
i2 -
Temp. Po'we' Po/
Called PG8,
Temp. Elec. erv.—
Called G&E
Temp. G s Serv.
Cal ed PG8,E—
o 0
AXLE D
(Date)
(Signatur
Water Piping Sewer Gas Piping
PJQIILEHOME INSTALLALION -------------- Support Elec. Continuity
Water Piping Drainage Gas Piping
DATE REMARKS OR CORRECTIONS
rXAJ
o4
or,
(NOTE: An enfry must be made on this form each time you vis1t the job site.
I PLUMBING
ELECTRICAL
I
COUNTY OF BUTTE — DEPARTMENT OFi, PUBLIC WORKS
BUILDING INSPECTION kECORD
BUILDING BUILDING (Cont'd)
Setback
Firewall
Soil Piping
Forms
Parapets
1st Floor
Main Bldg.
Restroom Finish
-.2nd Floor
Footings
Windows
3rd Floor
Stemwall
Siding
Topout
Slab
Roof Sheathing
Water Piping
Piers
Roofing .
Sewer
Garage
Fdn. Vents
Fixtures
Footings
Stemwa I I
Garage Vents,
Insulation
Water Htr.
Heaters
Slab
Carport
Footings
Prov. for p� sically
handicappel
Conformance of ex.
structure
Appliances
Gas Piping &
Temp. Gas
Slab
Final
Sanitation
Patio
FIREP ACE
Final
Footings
Footing 1 /7
Masonry Walls
Throat
Rough
ReInf. Steel
Bond Beam
Final V14—
FIRE SPRWLORS
-Fixtures
Motors
Framing
Test
Water Htr.
Stucco
Final
Subpanels
Mesh
MECHANICAL
Grd. Fault Pn
Scratch
Heating
Service
Brown
Cooling
Temp. Pole
Finish
Ducts
Undergroun(
Interior Lath
Ventilation
Permanent
Door Closer
Final
Final '
MOBILEHOME UTILITIES ------------------ Elec- Service
'Elec. Pedestal
Water Piping Sewer Gas Piping
PJQIILEHOME INSTALLALION -------------- Support Elec. Continuity
Water Piping Drainage Gas Piping
DATE REMARKS OR CORRECTIONS
rXAJ
o4
or,
(NOTE: An enfry must be made on this form each time you vis1t the job site.
I PLUMBING
ELECTRICAL
I
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC W S RMIT NO 01_�
7 County Center Drive - Oroville,talifoir-4a 95965 - Telephone /534-4541
'ho
APPLICATION AND PERMIT :,/"' W/5344541
ASSESSOR PAR125111111
/0
ZOAG_1
BUILDING PERMIT
P "�Z3
SQ. FT. OCC. BUILDING VALUATION
0 E R'S M A IVd
J,;�pE S S
Z& WE-56,-a4l
CONTRACTOR'S NAME
TELEPHONE
CONTRACTOR'S MAILING ADDRESS
CONSTRUCTION LENDER
UNKNOWN
Fireplace I
7_4X �oo
Total Valuation $
149. 670
LENCER'S MAILING ADDRESS
Permit Fee
$
ARCHITECT OR EN ER
LICENSE �O.
Plan Checking Fee
$
Penalty
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Permit fee
$ C7
BUIL
,4NG AD 'DRESS
4) Al 5
PLUMBING PERMIT
FilingFee 3.00
Each Trap
2.00
Repair drainage or vent piping
2.00
67
water piping
LOT NO.
UBDIVISION NAME
is
PARCEL MAP
I
Each qas water heater or vent
2.00
Gas piping system 1 - 5 outlets
USE OF STRUCTURE
SF[e"<upIexn MobilehomeF-1 Other
SPECIFY
Building sewer
Lawn sprinkler system
TYPE OF WORK
New n Add ition [] Remode I [:] utilities 0 InstallationD Other [ij-Contractor
Describe work: -1,d00 D 7-y 14!�,�
Permit Fee
$
ELECTRICAL PERMIT
Filing Fee 3.00
Main service 600V OR LESS
100 AMP OR LESS
5.00
Main service EA. ADD -L 100 AMP
2.50
NEW CONST DWELLING OCCUP.&)
OR ADDNS. * ( ACC. BLDGS.
20 sq ft
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
F-1 I am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full force and effect.
License No. Classification
1, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
1, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
I am exempt under Sec.—, Business and Professions Code
for this reason
NEW CONSTR. ( MULT.-CILITLET
NON.RES'., BRANCH CIRCUITS)
2.50 ea
NEW CONSTR. I POWER APPARATUS IN)
NON.RESID. %SINGLE OUTLET CIR.
EX. OCCUP(OUTLETS OR FIXTURE
50 @ 254�
BAL@110C
FIXED APPLNS OR
Ex. Occup.( 0 UTL.ETS (RESI'D. I EA.)
2.00
Temporary service
10.00
Mobile Home Facilities
15.00
Misc. Wiring
6.25
Permit Fee
$
Contractor
WORKMEN'S COMPENSATION INSURANCE
1 declare under penalty of perjury (check one):
The permit is for $100.00 (valuation) or less.
1 have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
1 shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shal I be deemed revoked.
MECHANICAL PERMIT
Fi I ing Fee 3.00
Heating
Cooling
—
Hood
2.00
Ventilation
Permit Fee
$
Contractor
—
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the Countyot
Butte to enter upon the above-mentioned property for inspection purposes.
I also agree to save, indemnify and keep harmless the County of Butte against
all liabilities, judgments, costs, and expenses which may in any way accrue
against said County in. consequence o the granting of this permit.
>
'14,11 0
X r- Date —
LIff=n94Z �
Signature of Applicant — Owne�Kl 0 ntractor [] AgentEl
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 storielin height.
Mobile Home Installation Fee $
Land Development Fee $
—
TOTAL PERMIT FEE $ 49 0
OCCUP. GROUP
TYPE OF CONST,
I
IPARCELI
P11
I No
I ISSUE
Thi rmit icable provi-
1 is hereby issued under the appl
si he Butte County Code and/or resolutions to do
I kl I
or which fees have been paid.
PUBLIC WORKS
2 Date?
PERMIT EXP IRES Date—
Receipt No.
WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDEN ROD-APPL I CANT,
Yll
ly
CO
I ,
(�D
dr
fa
T.
-i 7,
<S7
S.,
00
60
46
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BUILDING DIVISCOI
-. APPROVED ,
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ml
)APPRMD
JAN 0 3 2005
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BUTTE COUNTY
BUILDING DIVIS[O—N
APPROVED
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