HomeMy WebLinkAbout066-360-0950667360.08
APPLICATION FOR DETERMINATION
+� VESELY<; Paul & Catherine
i B06-2399 066-360-095
'9/11
RESIDENTIAL. SFD-C tom/Model
/ NSF(2096), GAR(566 , QOV(541)
o I NIMSHEW RD
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Permit No: B06-2399
BUTTE COUNTY
DEPARTMENT OF DEVI: OPMENT SERVICES
INSPECTION CARD
24 Hour Inspection Line: (530) 538-763h (Oroville) (530) 891-2834 (Chico)
Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds
l
Address: 13725 NIMSHEW RD N
APN: 066-360-095 Permit Subtype: SFD
Owner: BURNS, PATRICK & KAREN
Applicant: BURNS, PATRICK & KAREN
Description: NSF(2096), GAR(566), COV(541)
ALL PLAN REVISIONS MUST BE APPRO'
Inspection Type
IVR INSP
DATE
Setbacks, ,
132
Foundations / Footings
111
Pier/Column Footings.
122
Grade Beams
114
Eufer Ground
216
Forms/Steel/Holdowns ,M
122�t
Do Not Pour Concrete Until Above:are Signed
Pre -Slab . AN p QptqACE
124 b c «
Gas Test
404
Masonry Grout
120
Masonry Bond Beam Y
1-119
Underfloor Framing
149
Underfloor Ducts
319
Shear Transfer efq—& l to(L
136
Under Floor Plumbing /_.4p -O&
412
Under Slab Plumbing
411
,
Gas Piping
403'
Do Not Install Floor Sheathing or Slab Until A v
Signed
Rough Framing �_
'128
,-_p
Rough Plumbing
406
Rough Mechanical
316
d -
Rough Electrical
208,
Gas Piping
403`
�,. y -o
Roof Nail
Shower Pan/Tub Test
408
Fire Sprinkler
702
Do'Not Insulate Until Above Signed
Wall Insulation
117
Ceiling Insulation
118
Do Not Cover Until Above Signed
T -Bar Ceiling / RC
145
Gas Test
404
,tucco Lath
142
!Stucco Scratch
143
)Stucco Brown
144
'Building Fina
802
Electrical Final
803
Mechanical Final
809
Plumbing Final
813
Project Final
801 ie.
MUST BE ON JOB SITE
` JOB SHALL BE READY PRIOR TO CALLING FOR
INSPECTION. THE INSPECTION CARD ANDS' Y
APPROVED PLANS MUST BE AVAILABLE FOR'EACH
INSPECTION OR THE INSPECTION WILL NOT BE
MADE AND A RE -INSPECTION FEE MAY BE
ASSESSED.
QED BY THE COUNTY BEFORE PROCF.FDTNG
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- i• .
Inspection Type IVR INSP DATE
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OFFICE CUPY�
—Address , Y
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—MeterBy!Date: ►
ELECTRIC w "'
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+ 2 -Meter. By -"" 'Date f2•� 1
v NOTES
PERMITS BECOME NULL AND VOID 1 YEARI�ROM THE DATE OF ISSUANCE. IF WORK HAS
COMMENCED, YOU MAY PAY FOR A 1 YEAP.-.RENEWAL 30 DAYS PRIOR TO EXPIRATION
11
Inspec"r Copy
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE #:(530) 538-7541 FAX#: (530) 538-2140
WEBSITE: www.buttecounty.net\dds
PROJECT INFORMATION
Site Address: 13725 NIMSHEW RD
Owner:
Permit No: B06-2399
APN: 066-360-095
BURNS, PATRICK & KAREN
Issued Date: 11/09/2006 By KCG
Permit type: RESIDENTIAL
13845 NIMSHEW
RD
Subtype: SFD-Custom/Model
MAGALIA, CA 95954
Expiration Date: 11/09/2007
Description: NSF(2096), GAR(566), COV(541)
(530) 873-6074
Occupancy: R-3 Zoning:
Contractor
Applicant:
Square Footage:
OWNER -BUILDER
BURNS,
PATRICK & KAREN
Building Garage Remdl/Addn
13845 NIMSHEW RD
13845 NIMSHEW RD
2,096 566
MAGALIA, CA 95954
MAGALIA, CA 95954
Other Porch/Patio Total '
(530)873-6074
(530)873-6074
541 3,203
FEE INFORMATION
County Impact - SFD $2,244.02
Res Impact Fees - SFD $2,005.09
Dwelling - Custom, Model $1,751.57
SMIP - Residential $15.85
Dwelling - Custom, Model $1,167.72
Fire Inspection (SRA) -Fire -Res $95.00
Fire Plan Review (SRA) -Fire -Re $95.00
Fire Ping Appl Fee (SRA) -Bldg $109.98
Impact Processing Auditor $50.00
Impact Processing DDS $50.00
Total Charged: $7,584.23 Fees Paid: $7,584.23
Balance Due: $0.00 Receipt No: B827
LICENSED CONTRACTOR'S DECLARATION
OWNER / BUILDER DECLARATION
Contractor (Name) State Contractors License No. / Class / Expires
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License
OWNER -BUILDER OL:CRW_00409771 / /
Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that
requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance,
also requires the applicant for such permit to file a signed statement that he or she is licensed
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9
(commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license
pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000)
is in full force and effect.
of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects
X 11/09/2006
the applicant to a civil penally of not more than five hundred dollars [$500];
Please check one of the following:
Contractor's Signature Date
r� 1, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE
(—J COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR
OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License
Law does not apply to an owner of the property, who builds or improves thereon, and who does
WORKERS' COMPENSATION DECLARATION
I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations:
HAVE
the work himself or herself or through his or her own employees, provided that such improvements
❑I AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR
are not intended or offered for sale. If, however, the building or improvement is sold within one
WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the
year of completion, the owner -builder will have the burden of proof that he or she did not build or
performance of the work for which this permit is issued.
improve for the purpose of sale.).
I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by
❑❑
I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED
CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code:
Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.
My Workers' Compensation insurance carrier and policy number are;
The Contractor's License Law dows not apply to an owner of the property who builds or improves
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the
Contractor's License Law.).
Carrier: Policy Number: Exp. Date:
(This section need not be completed if the permit is or one hundred dollars($100) or ess.
❑ 1 AM EXEMPT under Section B. 8 P.C. for this reason:
❑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 the Workers'
Compensation laws of California, and agree that if I should become subject to the workers'
X 11/09/2006
compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those
Owner's Signature Date
provisions.
X 11/09/2006
I hereby certify that I have read this application and state that the above information is correct. I agree
to comply with all City and County ordinances, rules, regulations, and State laws relating to building
Signature Date
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
construction, and with any and all conditions of permit. I agree to defend, indemnity, and hold harmless
Butte County, its officers, agents and employees from any and all claims and liability for personal
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE
HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION,
injury, including death, and property damage caused arising out of, or in any way connected with
DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND
the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the
use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte
ATTORNEY'S FEES.
County to enter the above mentioned property for inspection purposes. I hereby certify that I am the
property owner or am authorized to act on the property owner's behalf.
11/09/2006
CONSTRUCTION LENDING AGENCY
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for
Name of Permittee [SIGN] Print Date
the performance of the work for which this permit is issued. (3097 civ. code)
❑ Owner ❑ Contractor OR. Agent for Owner ❑Agent for Contractor
INSPECTOR COPY
Lender's Address City State Zip
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.; . COUNTY OF BUTTE
BUILDING DIVISION
;. DEPARTMENT OF DEVELOPMENT SERVICES
7 County Center Drive • Oroville, CA • (530) 538-7541
:�CORRECTION NOTICE
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OWNER PERMIT NO
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please call for re -inspection when correction of
work is completed. If you have any questions pertaining to this matter, or need additional
explanation, please contact the BuUdir g Inspector as indicated below.
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BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
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7 County Center Drive • Oroville, CA • (530) 538-7541
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CORRECTION NOTICE
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OWNER PERMIT NO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please call for re -inspection when correction of
work is completed. If you have any questions pertaining to this matter, or need additional Y `'
explanation, please contact the Building Inspector as indicated below.
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COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
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OWNER PERMIT NO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please call for re -inspection when correction of
work is completed. If you have any questions pertaining to this matter, or need additional
explanation, please contact the Building Inspector as indicated below.
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BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
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7 County Center Drive • Oroville, CA • (530) 538-7541
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CORRECTION NOTICE
OWNER
PERMIT NO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
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work is completed. If you have any questions pertaining to this matter, or need additional
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-: BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
OWNER PERMIT NO.
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the above address and should be corrected. Please call for re -inspection when correction of
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BUILDING DIVISION
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7 County Center Drive • Oroville, CA • (530) 538-7541
!� CORRECTION NOTICE
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OWNER PERMIT NO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please call for re -inspection when correction of
work is completed. If you have any questions pertaining to this matter, or need additional
explanation, please contact the Building Inspector as indicated below.
Date —2 Y-0-7 Inspector '�'b6Eo fZ14_H G'1ZPEAj�/Z_
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FOR RE -INSPECTION CALL: 538-7636,OR 891-2834
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
`. 7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
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�= OW ER J PERMIT NO.
.; A routine inspection indicates that the following violations of Butte County Ordinances exist at
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work is completed. If you have any questions pertaining to this matter, or need additional
explanation, please contact the Building Inspector as indicated below.
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FOR RE -INSPECTION CALL: 538-7636 OR 891-2834
Jan 30 07 07;44a Patrick Burns
3235330652 P.1
P.O. Box 810
Chico, CA 95927
530-83-6074 3M%x3r=5
Fax 530-873-0200
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LETTER OF TRANSMITTAL
TO:
FIRM: U�/T)ri� fac�ry �ri�cpr ✓G DST
FROM: .9i ,�v2v f
FAX #: ,�3�-�1%c�J
DATE:
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# OF PAGES INCLUDING COVER: Z
COMMENTS:
-------------
/3 72
�P` ,006 ,2399
IF YOU DID NOT RECEIVE ALL OF THESE PAGES, PLEASE CALL (530) 873-5074.
FAX (530) 873-0200
Jan 30 07 07:44a Patrick Burns
FRANK M. GL AZEWSK!
Architect
3045 Ceres Avenue Suite 135
Chico; Cafifania 95973
530343-4630
5301890164 fax
3235330652 p.2
j lniiary 29, 2007
County of Butte
Building Division ^ n
7 County Center Drive
Orovdle-, California 95965
lV
Ate: Building Official
Re_ Bums residence
i.3-19,!5 Nimshe v Road
AP No. 066-360-095
On Tuesday, January 23, 2007, I observed the installation of (3) retrofit holdown Bolts located along
grid F at the sear of the residence. The bolts were installed Pet my detail and in accordance with the
mmufacturer's ci cations.
If you have an esfions, please feel free to contact this office.
Sincerely;,
Gla2ewski - Architect
L ,
•
•
•
Date: 5/31/07 Job #: 07291
CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING (Page 1 of 8) CF -4R
Project Address
13725 Nimshew Road, Magalia
Builder or Installer Name
Pat Burns
Builder or Installer Contact
Telephone
Pat Burns (530) 520-3147
Plan/Permit (Additions or Alterations) Number
HERS Rater
Telephone
Mery Martin (530) 894-8466
Sample Group Number
Enter Tested Leakage Flow in CFM:
Compliance Method Pres
tive
Climate Zone 11
Certifying Signature
// Date
(0 0
Sample House Number
F""'
Energy Calculation Services
HERS Provider CHEERS
Street Address:
574 Manzanita Avenue, Suite 9
City/State/Zip: Chico, Ca. 95926
Copies to: BUILDER, HERS PROVIDER AND BUILDING DEPARTMENT
HERS RATER COMPLIANCE STATEMENT
The house was: ✓ m Tested ✓ ❑ Approved as part of sample testing, but was not tested
As the HERS rater providing diagnostic testing and field verification, I certify that the house identified on this form complies with
the diagnostic tested compliance requirements as checked ✓ on this form. The HERS rater must check and verify that the new
distribution system is fully ducted and correct tape is used before a CF -4R may be released on every tested building. The HERS
rater must not release the CF -4R until a properly completed and signed CF -6R has been received for the sample and tested
buildings.
❑ The installer has provided a copy of CF -6R (Installation Certificate).
❑ New ducts are fully ducted (i.e., does not use building cavities as plenums or platform returns in lieu of ducts).
❑ New ducts with cloth backed, rubber adhesive duct tape is installed, mastic and draw bands are used in combination with
cloth backed, rubber adhesive duct tape to seal leaks at duct connections.).
✓ m MINIMUM REQUIREMENTS FOR DUCT LEAKAGE REDUCTION COMPLIANCE CREDIT
Procedures for field verification and diagnostic testing of air distribution systems are available in RACM, Appendix RC4.3
Duct Diagnostic Leakage Testing Results
NEW CONSTRUCTION:
Duct Pressurization Test Results (CFM @ 25 Pa)
Measured
i
Values
I
Enter Tested Leakage Flow in CFM:
Fan Flow: Calculated (Nominal.: ✓ ❑ Cooling ✓ ❑ Heating) or ✓ ❑ Measured
2
Enter Total Fan Flow in CFM:
014
✓ ✓
3
Pass if Leakage Percentage < 6% [ 100 x (Line # 1) / (Line # 2)]]
S
&0ass ❑ Fail
ALTERATIONS: Duct System and/or HVAC Equipment Change -Out
Enter Tested Leakage Flow in CFM from CF -6R: Pre -Test of Existing Duct System Prior to
4
Duct System Alteration and/or Equipment Change -Out.
Enter Tested Leakage Flow in CFM: Final Test of New Duct System or Altered Duct System
5
for Duct System Alteration and/or Equipment Chan e -Out.
Enter Reduction in Leakage for Altered Duct System - (Line # 4) Minus (Line # 5)]
6
(Only if Applicable)
7
Enter Tested Leakage Flow in CFM to Outside (Only if Applicable)
✓ ✓
8
Entire New Duct System - Pass if Leakage Percentage < 6%
❑Pass El Fail
100 x Line # 5 / Line # 2
TEST OR VERIFICATION STANDARDS: For Altered Duct System and/or HVAC Equipment Change -Out
✓ ✓
Use one of the following four Test or Verification Standards for compliance:
9
Pass if Leakage Percentage < 15% [100 x [-(Line # 5) / (Line # 2)]]
❑ Pass ❑ Fail
10
Pass if Leakage to Outside Percentage < 10% [100 x [(Line # 7) / (Line It 2)]]
❑ Pass ❑ Fail
11
Pass if Leakage Reduction Percentage > 60% [100 x [(Line # 6) / (Line # 4)]]
❑pass ❑Fail
and Verification by Smoke Test and Visual Inspection
Pass if Sealing of all Accessible Leaks and Verification by Smoke Test and Visual Inspection
❑ Pass ❑ Fail
Pass if One of Lines # 9 through # 12 pass
❑ Pass ❑ Fail
Residential Compliance Forms
December 2005
•
•
Date: 5/31/07 Job #: 07291
CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING (Page 3 of 8) CF -4R
Project Address
13725 Nimshew Road, Magalia
Location
Builder Name
Pat Burns
Builder Contact
Pat Burns
Telephone
(530) 520-314
Plan Number
HERS Rater
Mery Martin
A Telephone
530) 894-8466
Sample Group Number
Date of Verification
Compliance Method (Presgriptive
✓
Climate Zone 11
Certifying Signature 4
Date
Sample House Number
Firm f V
Energy Calculation Services
HERS Provider CHEERS
Street Address:
574 Manzanita Avenue, Suite 9
installation of the specific equipment shall be verified.
City/State/Zip:
Chico, Ca. 95926
Copies to: BUILDER, HERS PROVIDER AND BUILDING DEPARTMENT
HERS RATER COMPLIANCE STATEMENT
The house was: ✓0 Tested ' ✓ ❑ Approved as part of sample testing, but was not tested
As the HERS rater providing diagnostic testing and field verification, I certify that the house identified on this form complies with
the diagnostic tested compliance requirements as checked on this form.
✓ 0 The installer has provided a copy of CF -6R (Installation Certificate).
✓ 0 THERMOSTATIC EXPANSION VALVE (TXV)
Procedures for field verification of thermostatic expansion valves are available in RA CM, Appendix RI.
✓ ❑ REFRIGERANT CHARGE MEASUREMENT
Verification for Required Refrigerant Charge for Split System Space Cooling Systems without Thermostatic Expansion Valves
Outdoor Unit Serial #
Location
✓
✓
Outdoor Unit Model
Cooling Capacity -
Access is provided for inspection. The procedure shall consist of
Date of Verification
✓
0 Yes
❑ No
visual verification that the TXV is installed on the system and
❑
❑
installation of the specific equipment shall be verified.
Yes is a pass
Pass
Fail
✓ ❑ REFRIGERANT CHARGE MEASUREMENT
Verification for Required Refrigerant Charge for Split System Space Cooling Systems without Thermostatic Expansion Valves
Outdoor Unit Serial #
Location
Outdoor Unit Make
Outdoor Unit Model
Cooling Capacity -
Btu/hr
Date of Verification
Date of Refrigerant Gauge Calibration
(must be checked monthly)
Date of Thermocouple Calibration
(must be checked monthly)
Standard Charge Measurement (outdoor air dry-bulb 55 °F and above):
Note: The system should be installed and charged in accordance with the manufacturer's specifications and installer verification
shall be documented on CF -6R before starting this procedure. If outdoor air dry-bulb is below 55 °F rater shall use the Alternative
Charge Measure Procedure
Procedures for Determining Refrigerant Charge using the Standard Method are available in RACM, Appendix RD2.
✓ ❑ Yes ❑ No A copy of CF -6R (Installation Certificate) has been provided with refrigerant charge
measurement documented.
Residential Compliance Forms April 2005
)f
Date: 5/31/07 Job #: 07291
INSTALLATION CERTIFICATE (Page 3 of 12) CF -6R
Site Address Permit Number
• 13725 Nimshew Road, Magalia
An installation certificate is required to be posted at the building'site or made available for all appropriate inspections. (The
information provided on this form is required) After completion of final inspection, a copy must be provided to the building
department (upon request) and the building owner at occupancy, per Section 10-103(a).
•
•
HVAC SYSTEMS:
Heating Equipment
Equip Type
(pkg. heatpump)_Number
CEC Certified Mfr.
Name and Model
# of
Identical
S stems>_CF-IR
Efficiency I
(AFUE, etc.)
value)
Duct
Location
attic, etc.
Duct or
Piping
R -value
Heating
Load
Btu/hr
Heating
Capacity
Btu/hr
Joe
13
Cooling Equipment
Type
k .heat um
CEC Certifi4Mfr.#
Name and
Numb
of
entical
stems>_CF-IRvalue)
Efficiency
SEER or EEREquip
( )
Duct
Location
attic, etc.
Duct
R -value
Cooling
Load
Btu/hr
Cooling
Capacity
Btu/hr
Joe
13
1. > symbol reads greater than or equal to what is indicated on the CF -IR value.
Include both SEER and EER if compliance credit for high EER air conditioner is claimed.
✓ DI I, the undersigned, verify that equipment listed above is: 1) is the actual equipment installed, 2) equivalent to or
more efficient than that specified in the certificate of compliance (Form CF -IR) submitted for compliance with the
Energy Efficiency Standards for residential buildings, and 3) equipment that meets or exceeds the appropriate
requirements for manufactured devices (from the Appliance Efficiency Regulations or Part 6), where applicable.
Installing Subcontractor (Co. Name) OR General
Contractor (Co. Name) OR Owner
Signature: Date:
Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY
Residential Compliance Forms
April 2005
C
Date: 5/31/07 Job #: 07291
INSTALLATION CERTIFICATE (Page 4 of 12) CF -6R
Site Address Permit Number
• 13725 Nimshew Road, Magalia
INSTALLER COMPLIANCE STATEMENT FOR DUCT LEAKAGE
•
•
INSTALLER COMPLIANCE STATEMENT
The building was: ✓ OTested at Final ✓ ❑ Tested at Rough -in
INSTALLER VISUAL INSPECTION AT FINAL CONSTRUCTION STAGE FOR NEW DUCTS:
❑ Remove at least one supply and one return register, and verify that the spaces between the register boot and the interior finishing
wall are properly sealed.
❑ If the house rough -in duct leakage test was conducted without an air handler installed, inspect the connection points between the
air handler and the supply and return plenums to verify that the connection points are properly sealed.
❑ Inspect all joints to ensure that no cloth backed rubber adhesive duct tape is used on new ducts.
✓ O DUCT LEAKAGE REDUCTION
Procedures for field verification and diagnostic testing of air distribution systems°are available in RA CM. Appendix RC4.3
NEW CONSTRUCTION:
Duct Pressurization Test Results (CFM @ 25 Pa)
Measured
•
Values
1
Enter Tested Leakage Flow in CFM:
ZZ
Fan Flow: Calculated (Nominal: ✓ ❑ Cooling ✓ ❑ Heating) or ✓ ❑ Measured
2
If Fan Flow is Calculated as 400 cfin/ton x number of tons or as 21.7 cfm/(kBtu/hr) x Heating
Ca aci in Thousands of Btu/hr, enter total calculated or measured fan flow in CFM here:
/�oO
✓ ✓
3
Pass if Leakage Percentage < 6% for Final or < 4% at Rough -in without air handle:
ass ❑ Fail
100 x Line # 1 / Line # 2
ALTERATIONS:
Duct System and/or HVAC Equipment Change -Out
Enter Tested Leakage Flow in CFM from Pre -Test of Existing Duct System Prior to Duct
4
System Alteration and/or Equipment Change -Out.
Enter Tested Leakage Flow in CFM from Final Test of New Duct System or Altered Duct
5
S stem for Duct System Alteration and/or Equipment Chan a -Out.
Enter Reduction in Leakage for Altered Duct System
6
Line # 4 Minus Line # 5 —(Only if Applicable)
7
Enter Tested Leakage Flow in CFM to Outside (Only if Applicable)
✓ ✓
Entire New Duct System - Pass if Leakage Percentage < 6% for Final.
❑ Pass ❑ Fail
8
100 x[—(Line # 5 / Line # 2
TEST OR VERIFICATION STANDARDS: For Altered Duct System and/or HVAC Equipment Change-
✓ ✓
Out Use one of the following four Test or Verification Standards for compliance:
9
Pass if Leakage Percentage < 15% [100 x [ (Line # 5) / (Line # 2)]]
❑ Pass ❑ Fail
10
Pass if Leakage to Outside Percentage < 10% [100 x [ (Line # 7) / (Line # 2)]]
❑ Pass ❑ Fail
Pass if Leakage Reduction Percentage > 60% [100 x [ (Line # 6) / (Line # 4)]]
❑ Pass ❑ Fail
11
and Verification b Smoke Test and Visual Inspection
12
FE
Pass if Sealingof all Accessible Leaks and Verification b Smoke Test and Visual Inspection
❑ Pass ❑ Fail
Pass if One of Lines # 9 through # 12 pass
❑ Pass ❑ Fail
✓ ❑I, the undersigned, verify that the above diagnostic test results were performed in conformance with the requirements for compliance
credit. I, the undersigned, also certify that the newly installed or retrofit Air -Distribution System Ducts, Plenums and Fans comply with
Mandatory requirements specified in Section 150 (m) of the 2005 Building Energy Efficiency standards.
Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner
Signature: Date:
Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY
Residential Compliance Forms December 2005
7 Date: 5/31/07 Job #: 07291
INSTALLATION CERTIFICATE (Page 5 of 12) CF -6R
Site Address Permit Number
•
13725 Nimshew Road, Magalia
✓ ❑O THERMOSTATIC EXPANSION VALVE (TXV)
Procedures for field verification of thermostatic expansion valves are available in RACM, Appendix RI.
✓ ✓
Access is provided for inspection. The procedure shall
consist of visual verification that the TXV is installed on
✓ 0 Yes ❑ No the system and installation of the specific equipment ❑ ❑
shall be verified.
Yes is a Dass I Pass I Fail
✓ ❑ REFRIGERANT CHARGE MEASUREMENT
Verification for Required Refrigerant Charge and Adequate Airflow for Split System Space Cooling Systems without
Thermostatic ExDansion Valves
Outdoor Unit Serial #
Location
Retum (evaporator entering) air dry-bulb temperature (Treturn, db)
Outdoor Unit Make
OF
Outdoor Unit Model
Cooling Capacity
Btu/hr
Date of Verification
OF
Date of Refrigerant Gauge Calibration
(must be checked monthly)
Date of Thermocouple Calibration
(must be checked monthly)
40 Standard Charge Measurement Procedure (outdoor air dry-bulb 55°F and above):
Procedures for Determining Refrigerant Charge using the Standard Method are available in RA CM, Appendix RD2.
Note: The system should be installed and charged in accordance with the manufacturer's specifications before starting this
procedure.
•
Measured Temperatures
Supply (evaporator leaving) air dry-bulb temperature (Tsupply, db)
OF
Retum (evaporator entering) air dry-bulb temperature (Treturn, db)
OF
Return (evaporator entering) air wet -bulb temperature (Tretum, wb)
OF
Evaporator saturation temperature (Tevaporator, sat)
OF
Suction line temperature (Tsuction, db)
°F
Condenser (entering) air dry-bulb temperature (Tcondenser, db)
°F
Superheat Charge Method Calculations for Refrigerant Charge
Actual Superheat = Tsuction, db — Tevaporator, sat
OF
Superheat (from Table RD -2)
J.FTarget
Actual Superheat — Target Superheat (System passes if between -5 and +5°F)
Temperature Split Method Calculations for Adequate Airflow
.Snlit Methnd Calculatinn is not necessary ifAdenuate Airflow r_redit i.c taken
Actual Temperature Split = T return, db Tsupply, db
OF
Target Temperature Split (from Table RD3)
OF
Actual Temperature Split Target Temperature Split (System passes if between -
OF
3°F and +3°F or, upon remeasurement, if between -3°F and -100°F
Residential Compliance Forms
April 2005
INSULATION CERTIFICATE
Job Number: I 9023
PAT BURNS r 13725 NIMSHEW RD., MAGALIA CA
Contractor/Owner Name Job Address (street, cih,, state)
BUTTE
County Subdivision Name Lot Number
DESCRIPTION OF INSTALLATION
ROOF
Material:
Thickness (inches): I !
2. CEILING
Brand Name:
Thermal Resistance (R -Value): I I
Batt or Blanket Type:) Fiberglass I Brand Name: I Knauf
Thickness (inches):1 163/4 1 Thermal Resistance (R-Value):1 49 1
Loose Fill Type: I Fiberglass I Brand Name: I Knauf
Minimum Installed W eight/ft I .750 I lb Minimum Thickness:1 16 1/2 1 inches
. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value): 1 49 1
3. EXTERIOR WALL
Frame Type: l 1
A. Cavity Insulation
Material: I Fiberglass
Thickness (inches): I 61/4 1
B. Exterior Foam Sheathing
Material: I
Thickness (inches): I 1
4. RAISED FLOOR
Material:I Fiberglass
Thickness (inches): 1 61/4 I
5. SLAB FLOOR/PERIMETER
Material: I�
Thickness (inches): I t
Perimeter Insulation Depth Inches: I I
6. FOUNDATION WALL
Material: I
Thickness (inches): I
Brand Name: I Knauf
Thermal Resistance (R-Value):1 19 1
Brand Name:
Thermal Resistance (R -Value): I 1
Brand Name: I Knauf
Thermal Resistance (R -Value): 1 19 1
Brand Name:
Thermal Resistance (R -Value): I
Brand Name:
Thermal Resistance (R -Value): I I
DECLARATION
I hereby certify that the above insulation was installed in the building at the above location in conformance with the current
Energy Ef kiency Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the
Certificate of Compliance, where a plicable.
2, 3 & 4 h .�/ �/ ;�U / Chico Insulation & Fireplaces
Item Number's Signature and Date
Item Number's Signature and Date
Installing Subcontractor (Co. Name) or
General Contractor (Co. Name) or Owner
Installing Subcontractor (Co. Name) or
General Contractor (Co. Name) or Owner
a
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE, CA 95965
2006-0058692
Recorded I REC FEE
Official Records I
County of I COPIES
Butte I
CANDACE J. GRUBBS I
County Clerk-Recorderl
1
1 CP
012:261M M -Nov -2006 I Page 1 of 2
10. Ido
2.50
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building
permit. The property described herein- is adjacent to land or included within an area zoned for agricultural purposes,
and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals,
including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations
including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,
smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on
adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm
operations.
All that real property situate in the County of Butte, State of California, described as follows:
Date O Z O PRO RTY WNERS:
State of Caljfornia +. )
County of )
On,� o i� - f2— (7�0 before me,
t _.r
personally appeared ) (
D. FISHER, (Votary Public
known to me (or proved to eon the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed
to the within instrument qnd acknowledged to me that he/she/they executed the same in his/her/their authorized
capacity(ies), and �at by h' /hIer/their signature(s) on the instrument, the person(s) or the entity upon behalf of which
the Derson(s, act d. execut d the inctrument
Signature,
Seal: D. FISHER
Commission # 1487634
Notary Public - California
' Butte County -
My Comm. Expires May 4, 2008
�Q J
ECORDING REQUESTED BY
Mid Valley Title & Escrow Company -
AND WHEN RECORDED MAIL TO:
Patrick D. Burns andl•wa11K. Bums
13845 Nimshew Road
Magalia, CA 95954
2006-0029666
Recorded I
Official Records I
County of I
Butte I
CAMACE J. 6RUBBS I
County Clerk—Recorderl
I
.. I
09:00AM 12—Jun-2006 I
REC FEE 10.00
TAX 189.75
MOMIMENT PRESER 10.00
BW
Page i of 2
Above This Line for Recorder's Use Only
A.P.N.: 066-360-095-000 File Nb.: 0401-2258492 (DF)
GRANT DEED
The Undersigned Grantor(s) Declare(s): DOCUMENTARY TRANSFER TAX $189.75; CITY TRANSFER TAX $0.00;
SURVEY MONUMENT FEE $0.00
x computed on the consideration or full value of property conveyed, OR
computed on the consideration or full value less value of liens and/or encumbrances remaining at time of sale,
x unincorporated area; [ ] City of Magalia, and
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Eugene P. Vesley and Matilde
Vesley, Co -Trustees, of the Vesely Family Trust, dated December 11, 1992
hereby GRANTS to Patrick D. Burns and jlcirew. Burns, husband and wife as community property with
right of survivorship
the following described property in the Unincorporated Area of Magalia, County of Butte, State of California:
BEING A PORTION OF GOVERNMENT LOT 2, SECTION 34, TOGETHER WITH A PORTION OF
GOVERNMENT LOT 3, SECTION 34, BOTH gTUATED IN TOWNSHIP 23 NORTH, RANGE 3
EAST, MOUNT DIABLO MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID GOVERNMENT LOT 2; THENCE SOUTH
00 DEG. 13' 32" WEST, ALONG THE LINE COMMON TO SAID GOVERNMENT LOTS 2 AND 3, A
DISTANCE OF 260.91 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 89 DEG. 38'
15" EAST, A DISTANCE OF 230.35 FEET TO A.1/2 INCH DIAMETER IRON PIPE MONUMENT
TAGGED"LS 2843", SAID MONUMENT BEING SITUATED ON THE WESTERLY RIGHT OF WAY
LINE OF NIMSHEW ROAD; THENCE SOUTH 01 DEG. 17'41" WEST, ALONG SAID WESTERLY
RIGHT OF WAY LINE OF NIMSHEW ROAD, A DISTANCE OF 310.11 FEET TO A 5/8 INCH
DIAMETER REBAR WITH PLASTIC CAP MONUMENT TAGGED "LS 7197"; THENCE NORTH 77
DEG. 18' 41" WEST, A DISTANCE OF 585.03 FEET TO A 5/8 INCH DIAMETER REBAR WITH
PLASTIC CAP MONUMENT TAGGED "LS 7197"; THENCE CONTINUING NORTH 77 DEG. 18'41"
'WEST, A DISTANCE OF 10.00 FEET TO A POINT IN THE PACIFIC GAS AND ELECTRIC UPPER
CENTERVILLE CANAL; THENCE NORTH 09 DEG. 04' 19" EAST, ALONG SAID UPPER
CENTERVILLE CANAL, A DISTANCE OF 178.02 FEET TOA POINT; THENCE NORTH 89 DEG. 38'
15" EAST, A DISTANCE OF 10.00 FEET TO A 5/8 INCH DIAMETER REBAR WITH PLASTIC CAP
MONUMENT TAGGED "LS 7197"; THENCE CONTINUING NORTH 89 DEG. 38' 15" EAST, A
DISTANCE OF 319.10 FEET TO THE TRUE POINT OF BEGINNING.
ALL BEARINGS, DISTANCES AND MONUMENTS CITED HEREIN WERE DERIVED FROM THAT
PARTICULAR RECORD OF SURVEY FILED OCTOBER 2, 2003 IN BOOK 158 OF MAPS AT PAGES
22 THROUGH 24, RECORDS OF BUTTE COUNTY, CALIFORNIA.
EXCEPTING THEREFROM, HOWEVER ALL MINERAL RIGHTS OF SAID LAND HERETOFORE
CONVEYED TO ETHEL MINE, A CORPORATION, BY DEED DATED MAY 28,1898 AND
RECORDED IN BOOK 50 OF DEEDS, AT PAGE 416, OFFICIAL RECORDS OF BUTTE COUNTY,
CALIFORNIA. -
Mail Tax Statements To: SAME AS ABOVE
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
' f BUILDING PERMIT
24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE #:(530) 538-7541 FAX#: (530) 538-2140
WEBSITE: www.buttecounty.net\dds
PROJECT INFORMATION
Site Address: 13725 NIMSHEW RD
Owner:
permit No: B06-2399
APN: 066-360-095
BURNS, PATRICK & KAREN
Issued Date: 11/09/2006 By KCG
Permit type: RESIDENTIAL
13845 NIMSHEW RD
Subtype: SFD-Custom/Model
MAGALIA, CA 95954
Expiration Date: 11/09/2007
Description: NSF(2096), GAR(566), COV(541)
(530) 873-6074
Occupancy: R-3 Zoning:
Contractor
Applicant:
Square Footage:
OWNER -BUILDER
BURNS, PATRICK & KAREN
Building Garage Remd1/Addn
13845 NIMSHEW RD
13845 NIMSHEW RD
2,096 566
MAGALIA, CA 95954
MAGALIA, CA 95954
Other Porch/Patio Total
(530)873-6074
(530)873-6074
541 3,203
FEE INFORMATION
County Impact - SFD $2,244.02
Res Impact Fees - SFD $2,005.09
Dwelling - Custom, Model $1,751.57
SMIP - Residential $15.85
Dwelling - Custom, Model $1,167.72
Fire Inspection (SRA) -Fire -Res $95.00
Fire Plan Review (SRA) -Fire -Re $95.00
Fire Ping Appl Fee (SRA) -Bldg $109.98
Impact Processing Auditor $50.00
Total Charged: $7,584.23 Fees Paid: $7,584.23
Impact Processing DDS $50.00
Balance Due: $0.00 Receipt No: B827
LICENSED CONTRACTOR'S DECLARATION
OWNER / BUILDER DECLARATION
Contractor (Name) State Contractors License No. / Class / Expires
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License
OWNER -BUILDER OL:CRW_00409771 / /
Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that
requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance,
also requires the applicant for such permit to file a signed statement that he or she is licensed
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9
(commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license
pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000)
is in full force and effect.
of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects
X 11/09/2006
the applicant to a civil penalty of not more than five hundred dollars [$500];
Please check one of the following:
Contractor's Signature Date
❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE
COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR
WORKERS' COMPENSATION DECLARATION
OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License
Law does not apply to an owner of the property, who builds or improves thereon, and who does
I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations:
the work himself or herself or through his or her own employees, provided that such improvements
❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR
are notintended 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.
impr for the purpose of sale.). '
❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by
AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED
CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code:
Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.
The Contractor's License Law dows not apply to an owner of the property who builds or improves
My Workers' Compensation insurance carrier and policy number are;
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the
Contr s License Law.).
Carrier: Policy Number: Exp. Date:
(This sec n need not be completed if the permit is or one hundred ($100) or ess.
EXEMP under Section B. 8 P.C. for this reason:
CERTIFY THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS
TAM
ISSUED shall not mploy any person in any manner so as to become subject to the Workers'
Comp salion taws f California, and agree that if I should become subject to the workers'
11/09/2006
corn nsation prov' ions of Section 3700 of the Labor Code, I shall forthwith comply with those
O i s Signature Date
pro isions.
X 11/09/2006
I hereby certify that I have read this application and state that the above information is correct. I agree
to comply with all City and County ordinances, rules, regulations, and State laws relating to building
Sig a 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 CIVIL FINES UP TO ONE
inju g 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,
t ssuance f this permit. I hereby acknowledge that issuance of this permit does not authorize the
DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND
se or oLany sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte
ATTORNEY'S FEES.
County above mentioned property for inspection purposes. I hereby certify that I am the
Propertym authorized to act on the property owner's behalf.
CONSTRUCTION LENDING AGENCY
f/►2,�/S- ' 11/09/2006
1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for
Name of Permittee [SIGN] Print Date
the performance of the work for which this permit is issued. (3097 civ, code)
Owner DR66tr.ctor OR DAgent for Owner DAgent for Contractor
FILE COPY
Lender's Address City State Zip
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION
AND SUBMITTAL REQUIREMENTS
OFFICE #: (530) 538-7541 FAX #: (530) 538-2140
A FEE WILL BE REQUIRED AT TIME OFAPPLICATION .
Website: www.buttecounty.net/dds
"PLEASE PRINT CLEARLY"
OWNER INFORMATION
Last Name UR S
irst Name g MiG
Mailing Address
City g��1Lf�9
State �A
Zip 9S9S�
Phone $73 _jW6,,7y
Fax S 73_020b
E-mail I�i9TR tC fr e) og C 06,40e, • Co�1
ARCHITECT/ENGINEER
CONTRACTOR
Name
City C�<Co
Address
Zp9S9 73
City
Fax $ 05 72-
ZE-mail
State
Tzip-
Phone
Subdivision Name
Fax
E-mail
Page
Lic. So3�1$11
CI
ARCHITECT/ENGINEER
Name /Q ,,..
Address 70//S- C"",C-s A1,4 -
City C�<Co
State,,A
Zp9S9 73
Phone 3�3 _ /� 3o
Fax $ 05 72-
ZE-mail
E -mail
State License Nurpber
C — ?_ 1V749
PPLICANT SIGNATURE
X
For office use only:
APPLICANT INFORMATION
Name
JAR 2I/9Flood
Address
SRA
City
No
StateZip
Phone
Subdivision Name
Fax
E-mail
Page
PPLICANT SIGNATURE
X
For office use only:
Zoning
JAR 2I/9Flood
Zone
SRA
Yes
No
Occ.
I Type Const.
Subdivision Name
Map Book
Page
Lot#
Planner
Date Approved:
PEPMT
NO.
UoG-23q
BIN
PROJECT LOCATION
AP#
0666-360-
Property Address City
1,377.5 /f/,arStf�� /1�w�0 44a6Ael&I
Cross Street /441vo"Os119-
WORKER'S COMPENSATION
Policy Number
Carrier
If hiring anyone other than license contractors, a certificate of worker's
compensation must be shown at the time of permit issuance.
LENDING AGENCY
Name
n/ /d
Address
Description or Scope of Work:
S�•r�GG.0 /��� /e�cs<orr�.C�
Sq FT- Living 7o9 C Garages 6 Open Cov,5411
❑ Structure Built without Permits
❑ Proposed Change of Occupancy
(Note previous use):
EXPIRATION OF APPLICATION
Applications for which a permit has not been issued will expire one
year after the date of application.. In order to renew action on an
application after expiration, a new application, plans and fee will be
REQUEST FOR REFUNDS
Refunds can only be made upon written request by the person who
paid the fee. The request must be made prior to the expiration of the
permit and no construction work has been done. Filing fees, plan
check fees for work plan checked and other department costs are not
refundable.
Received by: `. Amount: t 5 Bldg
rin.00 SRA
Receipt #: �� �, Sheriff
j 0, SMIP
II Date: 10-� - Q cQ sjqL.�I�� Other
l 1 Total
Butte County Department of Development Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 75965
(530) 538-7601 Telephone
(530) 538-7785 Fax
www.buttecounty.net/dds .
PERMIT APPLICATION DATA SHEET
Reference Number: B06-2399
Location: NIMSHEW RD
Parcel Number: 066-360-095
Owner Name: BURNS, PATRICK & KAREN
Description: NSF(2096), GAR(566), COV(541)
Date: 10/09/2006
By: KCG
Sub Type: SFD-Custom/Model
Phone: (530)873-6074
The above permit application has the following Clearances required prior to permit issuance. Please contact each department
indicated below regarding specific requirements pertaining to your permit application.
Yes No DRAINAGE DISTRICTS
Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740
LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000
SEEW
City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711
PARKS & RECREATION DISTRICTS
Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711
Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921
Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011
Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393
SCHOOL DISTRICTS
Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281
Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006
Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675
Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723
Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000
Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000
Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105
Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400
OTHER
Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions
City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447
Other:
Other:
Other:
Signature of Property Owner:
FILE
Date: 10/09/2006
BUTTE COUNTY FEE SUMMARY
7 County Center Drive
Oroville, CA 75965
Department of Development Services
Phone (530) 538-7541 Fax (530) 538-2140
Permit Number: B06-2399
Job Address: NIMSHEW RD
Contractor: OWNER -BUILDER
13845 NIMSHEW RD MAGALIA, CA 95954
Fee Description Account Number Fee Amount
Printed: 10/09/2006
11:28 am
Paid Date Pmt Amt
County Impact - SFD
SF - Public Works - Veh/Egp
1851-0-280-1011853
$658.17
SF - Public Works - Facility
1851-0-280-1011852
$340.97
SF - Public Works'- Roads
1831-0-280-1011001
$1,244.88
Dwelling - Custom, Model
N - Permit Fee
0010-440001-4210500-1010
$1,751.57 10/09/2006 $1,751.57
N - Plan Review Fee
0010440001-4210500-1010
$1,167.72
Fire Inspection (SRA) -Fire -Res
0100-450001-4617240-1010
$95.00 10/09/2006 $95.00
Fire Plan Review (SRA) -Fire -Re
0100-450001-4617240-1010
$95.00 10/09/2006 $95.00
Fire Ping Appl Fee (SRA) -Bldg
0010-440001-4210500-1010
$109.98
Impact Processing Auditor
0010-050-4617998-101001
$50.00
Impact Processing DDS
0010-440001-4617999-1010
$50.00
Res Impact Fees - SFD
SF - Sheriff- Jail
1800-0-280-1011811
$288.00
SF - Sheriff Veh/Egp
1840-0-280-1011842
$142.14
SF -.Library Facility
1825-0-280-1011826
$224.20
SF - Library Materials
1825-0-280-1011827
$150.82
SF - Library Vehicles
1825-0-280-1011828
$4.50
SF - Gen Govt - Facility
1808-0-280-101001
$618.75
SF - Gen Govt - Veh/Egp
1810-0-280-101001
$285.37
SF - Sheriff Facility
1840-0-280-1011841
$291.31
SMIP - Residential
1001-0-280-1011298
$15.85
Printed By: Kourtni Graham
At the time of per
checking process.
Signature:
7,584.23
$1,941.57
Balance Due: $5,642.66
was advised the above fees are required prior ro issuance of the permit. These fees may be changed during the plan
Date: 10/09/2006
Pursuant to Government code Section 66020, you are herby notified those items listed above may 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 DEVELOPMENT FEE CERTIFICATION FORM
❑ FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD)
❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD)
®,ARADISE RECREATION AND PARK DISTRICT (PRPD)
❑ DURHAM RECREATION AND PARK DISTRICT (DRPD)
Assessor Parcel Number (s) Building Pennit Number �6�- 2�� T
Property Owner (s) P
aln - /s
Project Location /Address `/3 72,S Blm,sholst t W/,)l / / 11:51a //i. OA. g1A_q_Z1_4
Subdivision Name
-New Development
Alteration/Addition(s)
Mobile home
Demo Permit (date 'ss
Comments: �i�
Sq. Ftge
T
Type of Residential Development (check one)
Single Family -Detached
Non -Residential to Residential
Mobile home replacement
ti
—7/ .
Single Family -Attached
Multi -Family Dwelling
verified by Assessor Department
verified by Building Department
DRPD certifies that:
Mailing Address
,/City
State
Has complied with requirements of the Butte County Board of Supervisors Resolution No.
by Payment of.
Dwelling Units @ $ per unit for a total of $
Square Feet @ $ per sq foot for a total of $ ,
Remarks:
Paid by Check No: Paid by Cash- Receipt No:
Zip
School District
A.P. Number
Property Owner
Property Location/Address
Subdivision
BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(One form per Building)
F_71___'__1C'ountV
Lot No.
Residential Development
.............
Sq. Footage (I 9fl-
No of Living
Mobile Home
Addition/
*Supplemental to
(Group. R)
Units
Installation
Conversion
Pefmit #
*(No foundation inspection)
.......... ...................
DeedRestricted.Sq,� age
.-Foot
(Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document),
Commercial/Industrial Q
Q
Sq. Footage
New
Addition
(including Exterior
Roofed Areas)
Department Representative
District Identification No.
School District certifies that
(City)
has complied with the requirements of Resolution No
representing, square feet.
School District
Paid by Check # Remarks:
4
Date
I-LI,111111't'd �/'z
(Applicant)—
.3q3- [ 3 Cl
(Phone Number)
(Zip Code)
by payment of $
ULL MITIGATION $
/'/Z�h_) I ("S'
-Date 7 7
Nodco: You may protest the Imposition of the fen Identified above by submitling a written protesi.to the District. In compliance with
Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit
you from challenging the Imposition of the fen In any'coik action.
9, subsequent to the School District Representative signing this Butte County Schoch impact Fee Cwtlficavon Form, tha School District is
notified by the applicable Local Planning Agency that this project Is being revlewed under the California Em4ronmental Queft i Act (CEQA),
this project may be subject to additional school fen to fully midgets Its Mipaet on the school dftWs schools.
White (school district), Yellow (building department), Pink (applicant). feeformids (3005W=
- ii
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE, CA 95965
IIIIlIiIIIlIIIIIIIIIlIIIi1111IlI11
2006-0058692
Recorded I REC FEE 10.00
Ufficial Records I
County of I MPIES 2.50
Butte I
CANDACE J. GRUBBS I
County Clerk-Recorderl
I
1 CP
012:2BPM 09 -Nov -2006 I Pane 1 of 2
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building
permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes,
and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals,
including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations
including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,
smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on
adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm
operations.
All that real property situate in the County of Butte, State of California, described as follows:
Date O Z O
State of CalA'forn'ia�p ^
County of L VZic
On,. , to-fZ-070
personally appeared
known to me (or proved to
to the within instrument
capacity(ies), andat by h
the personffsl'actf d, execul
WITNESSv h nd1and o
PRORTY WNERS:
4?r2rG �( (3y/1✓j'
T
before me, D. FISHER, Notary Public
on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed
acknowledged to me that he/she/they executed the same in his/her/their authorized
or/their signature(s) on the instrument, the person(s) or the entity upon behalf of which
Pe instrument.
1 sea
Seal:@,MyComm.Expi
D. FISHER
Commission #1487634
Notary Public - California
Butte County
res May 4, 2008
I .
CORDING RE U D BY
Q ,
Mid Valley Title & Escrow Company -
C�" /c -
AND WHEN RECORDED MAIL TO:
Patrick D. Burns and1&'wA;K. Bums
13845 Nimshew Road
Magalia, CA 95954
2006-0029666
Recorded I
Official Records .I
County of I
Butte I
CRNi'ACE J. GRUBBS I
County Clerk-Recorderl
I
09:00AM 12 -Jun -8006 I
REC FEE 10.0;
TAX 189.75
MONUMENT PRESER 10.00
BW
Page 1 of Z
Above This Line for Recorders Use Only
A.P.N.: 066-360-095-000 File No.: 0401-2258492 (DF)
GRANT DEED r)
The Undersigned Grantor(s) Declare(s): DOCUMENTARY TRANSFER TAX $189.75; QTY TRANSFER TAX $0.00;
SURVEY MONUMENT FEE $0.00 ,, 1
x computed on the consideration or full value of property conveyed, OR
computed on the consideration or full value less value of liens and/or encumbrances remaining at time of sale,
x unincorporated area; [ ] City of Magalia, and
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Eugene P. Vesley and Matilde
Vesley, Co -Trustees, of the Vesely Family Trust, dated December 11, 1992
hereby GRANTS to Patrick D. Burns and PwmvK. Burns, husband and wife as community property with
right of survivorship
the following described property in the Unincorporated Area of Magalia, County of Butte, State of California:
BEING A PORTION OF GOVERNMENT LOT 2, SECTION 34, TOGETHER WITH A PORTION OF
GOVERNMENT LOT 3, SECTION 34, BOTH SITUATED IN TOWNSHIP 23 NORTH, RANGE 3
EAST, MOUNT DIABLO MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID GOVERNMENT LOT 2; THENCE SOUTH
00 DEG. 13' 32" WEST, ALONG THE LINE COMMON TO SAID GOVERNMENT LOTS 2 AND 3, A
DISTANCE OF 260.91 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 89 DEG. 38'
15" EAST, A DISTANCE OF 230.35 FEET TO A 1/2 INCH DIAMETER IRON PIPE MONUMENT
TAGGED "LS 2843", SAID MONUMENT BEING SITUATED ON THE WESTERLY RIGHT OF WAY
LINE OF NIMSHEW ROAD; THENCE SOUTH 01 DEG. 17'41" WEST, ALONG SAID WESTERLY
RIGHT OF WAY LINE OF NIMSHEW ROAD, A DISTANCE OF 310.11 FEET TO A 5/8 INCH
DIAMETER REBAR WITH PLASTIC CAP MONUMENT TAGGED "LS 7197"; THENCE NORTH 77
DEG. 18' 41" WEST, A DISTANCE OF 585.03 FEET TO A 5/8 INCH DIAMETER REBAR WITH
PLASTIC CAP MONUMENT TAGGED "LS 7197"; THENCE CONTINUING NORTH 77 DEG. 18,41"
WEST, A DISTANCE OF 10.00 FEET TO A POINT IN THE PACIFIC GAS AND ELECTRIC UPPER
CENTERVILLE CANAL; THENCE NORTH 09 DEG. 04' 19" EAST, ALONG SAID UPPER
CENTERVILLE CANAL, A DISTANCE OF 178.02 FEET TO A POINT; THENCE NORTH 89 DEG. 38-
15- EAST, A DISTANCE OF 10.00 FEET TO A 5/8 INCH DIAMETER REBAR WITH PLASTIC CAP
MONUMENT TAGGED "LS 7197"; THENCE CONTINUING NORTH 89 DEG. 38' 15" EAST, A
DISTANCE OF 319.10 FEET TO THE TRUE POINT OF BEGINNING.
ALL BEARINGS, DISTANCES AND MONUMENTS CITED HEREIN WERE DERIVED FROM THAT
PARTICULAR RECORD OF SURVEY FILED OCTOBER 2, 2003 IN BOOK 158 OF MAPS AT PAGES
22 THROUGH 24, RECORDS OF BUTTE COUNTY, CALIFORNIA.
EXCEPTING THEREFROM, HOWEVER ALL MINERAL RIGHTS OF SAID LAND HERETOFORE
CONVEYED TO ETHEL MINE, A CORPORATION, BY DEED DATED MAY 28, 1898 AND
RECORDED IN BOOK 50 OF DEEDS, AT PAGE 416, OFFICIAL RECORDS OF BUTTE COUNTY,
CALIFORNIA. -
Mail Tax Statements To: 'SAME AS ABOVE
Butte County Department of Public Works
J. MICHAEL CRUMP, DIRECTOR
LAND DEVELOPMENT DIVISION
Storm Water Managment Program
7 County Center Drive
Oroville, CA 75965
(530) 538-7266 Telephone
(530) 538-7171 Fax
www.buttecounty.net/dds
0
O
0
O
O
�`ii/ g
c�o �a�
National pollutant Disharche Elimination System (NPDES) Phase II Construction Storm
Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment
[LESS THAN 1 ACRE 1
Reference Number: B06-2399
Location: NIMSHEW RD
Parcel Number: 066-360-095
Owner Name: BURNS, PATRICK & KAREN
Description: NSF(2096), GAR(566), COV(541)
Date: 10/09/2006
By: KCG
Sub Type: SFD-Custom/Model
Phone: (530)873-6074
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: Date: 10/09/2006
Title:
FILE
Butte County Department of Development Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 75965
(530) 538-7601 Telephone
(530) 538-7785 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 unders state law, contact the Department of Benerit 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 thier work personally or through thier own employees,
without a license contractor or subcontractor, only under limited conditions.
A frequent practice of unlicensed persons prefessing 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 requir3ed 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
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 PERSONALLYPL TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY
IMPROVEMENT OR NO)
,::I:(DV /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 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: NSF(2096), GAR(566), COV(541)
Reference Number: B06-2399
Applicant Name: BURNS, PAT CK & REN
Signature of Property Owner:
Date: ( 47
Butte County Department of Development Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 75965
(530) 538-7601 Telephone
(530) 538-7785 Fax
www.buttecounty.net/dds
NOTICE TO BUILDERS
Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In
addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental
Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to
expedite your permit:
0 Make sure your application is complete.
0 Be responsive to requests from County departments for any additional materials or requirements.
The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes
without a complete application adds to processing time.
Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not
started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to
expiration an indefinite number of times, provided construction progress has been documented by the Building Division during
each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In
order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking
,and documentation may be required. Upon completion of work covered by this permit, please contact this office for final
inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is
issued without a final inspection.
EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY
Application for which a permit has not been issued will expire one year after date of application.
Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications
(not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are
for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn
before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of
$54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration
of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any
refund amount) to determine no work was done.
Fee/refund information can be read on-line at hgp:Hmunicit)alcodes.lexisnexis.com/codes/butteco/
Reference Number: B06-2399 Date: 10/09/2006
Location: NIMSHEW RD
Parcel Number: 066-360-095
Owner Name: BURNS, PATRICK & KAREN Phone: (530) 873-6074
Description: NSF(2096), GAR(566), QQVt5q)
Signature of Property Owner: Date: 10/09/2006
FILE
1(33
III __yIo(4.
STRUCTURAL
CALCULATIONS
Structural calculations for:.
Elevated slab retaining wall
Pat Burns
Magalia, California
Job 06-024
It
� -
7-0
a 23,7
BUTTE COW
SWILLING DIVISION
PVA _.
p
Frank M. Glazewski
. architect
Structural designer
3045 Ceres Avenue Suite 135 -
Chico, California 95973
Tel (530) 343-4630
Fax (530) 893-0532
BUILDING mt C
Z
�� � � j c f,�• a S t�eS �v 2 �ti-e� - et'yi = > 0 3o Kc�--
i
03:7t,o/y) 9��0�= %,l(� uk /,200 �� 14-1�X
s www YVQ��G�i AC),Ct,MoCpA.-,
w
Lluo
wwww
=_=_
coC0cw 3 -33
0000
r
O
SHEARPLY - SEE PLAN
2x PT MUDSILL.
SEE PLAN FOR
e1NDP0A
saX
C
ING OF
en
HORIZ. 84 BAR
AT 13" O/C —
CONC. SLAB -
SEE PLAN
24
83 121—DOWEL;
AT 36" O/c
APPROV
ANCHOR
SIMPSON
APPROV
HIM X-
APPROV
RAMSET-
APPROV
N.G.
II -I 111►
I I 3" CLR. BOTTO
CNT_ BA' TOP AND
BOTTOM U.O.N ON PLANS
IL" TYP.
1
es_Ds�RREV:
ELEVATED SLAB
Oc I
10-05-06 F_200_JIBS
SCALE: I"
m--- MODEL NO. DIA. LENGTH MIN. EMBED. le
f- .. •. SSTBIL
5/8` 12"
"11 • SSTS20 5/Br 21r IL"
IP.
• , it .
CCTCgd t /Or 'fC"
M
JOB:
RETAINED HEIGHT
WALL THICKNESS
(INCHES)
'd2' (INCHES)
TOE LENGTH
HEEL LENGTH
FOOTING WIDTH
VERTICAL DOWELS
VERTICAL REINFORCING
VERTICAL REINFORCING (NEG)
3.61 FT.
6"
3"
3"
5"
9"
20"
tt481e" O/C
#41918" O/C
4.0 FT.
6'
3"
3"
5`
I1"
28"
448I8" O/C
tt4e18` O/C
5.16 FT.
6"
3"
3"
5"
19"
30"
tt 4 18" O/C
U4918" 4 18" O/C
LAP LENGTH
HORIZONTAL REINFORCING
24"
(1) CURTAIN
44813" O/C
24'
(1) CURTAIN
tt4113" O/C
24`
(1) CURTAIN
tt4913" O/C
TRANSVERSE REINF.
FOOTING DEPTH.
KEY DEPTH
tt4036' O/C
12'
---
44836" O/C
12"
tt o
4 36" 0/C
12"
VERTICAL REINFORCING
MAY BE ONE
PIECE, FULL HEIGHT
WALL MATERIAL
CONCRETE
SPECIAL INSPECTION POR CMU
N/A '
DESIGN E.F.P.
AXIAL LOAD
VEHICLE SURCHARGE
030 KCF
1.200 K/FT MAX.
NONE
SOIL BEARING CAPACITY
1.50 KSF
CONCRETE Vc
2.50 KSI
MASONRY F'm
REINFORCING STEEL F'y .
40 KSI
M
FRAMED WALL -
SEE PLAN
i
24
43 121 DOWELS
1 AT 30 O/C
CONCRETE
SLAB — SEE
PLAN
VERTICAL
REINFORCING
HORIZONTAL
F
REINFORCING
W
x
WALL 7MCKKM
0
w
z
'
Q
ul
Ge WELL—DRAINED
'd2' GRANULAR
CAST-IN—PLACE 4ONC. BACKFILL
RETAINING WALL
VERTICAL -DOWEL
LONGITUDINAL #4
BARS AT 12" O/C
UNDISTURBED
GRADE --i
4" DIA. PERF.
z DRAIN TO
DAYLIGHT
TOE LENGTH 'dl' IL
Q
J
WHEEL LENGTH ,�,
IL•
2" CLR.
D (I tt4 BAR I
3" CLF. I
�)I
ICI II k
EY DEPTH Ih
111I--
12"
FOOTING WIDTH
:x ELEVATED SLAB - RESIDENCE
REV: II -01-06 CRW-012—A
TRANSVERSE REINF.
SEE TABLE
SCALE: I" = 1'-0"
5
0
Job; Description; -
General data;
Wall construction; Concrete ..
: Configuration; wined •
Lateral load type; soil pressure
Backfill slope; No slope •
Allowable design stresses;
soil;
Class of materials (CBC); 14 • User defined;
Allowable bearing pressure; 1.500 ksf ksf
Allowablepassive; 0.150 ksf/ft depth ;f ksf
Lateral sliding coefficient; 0.250
Soil might, kcf
Increase allowed for seismiclwind; Applied? No •
Concrete; Masonry;
fic ksi Pma ksi
Fy 60 ksi Fy 50 ksi Fs 24.00 ksi
E� V psi ES 9p. 0- psi
M 28.235 Em 1125000
0 ; Flexural n 25.78
-Shear Unit weight OW_.&M kcf
Unit weight - : kcf
x -
we
q
Wall data
Note: When designing supported retaining walls - do not use more than one segment
Actual Cutoff for
Cutoff calculations'
Segment, (ft)
(ft) (ft)
Segment wq
Actual t (in)
Actual d(in)
Max. d(in)
1 0.000
to : ' r _ 2.67
0.200
3.000
3.750
2 0.000
to 0.00
0.000
0
4.000
0.000
3 0.000
to 0 _ 0.00
a
0.000
0
0.000
0.000
Segment, b'd2
M(ft-kips)
1 108.00
0.067
2 192.00
0.000
3 0.00
0.000
Input user defined wall
thickness; + + inches
Override wall height for lateral sliding; feet
❑ Override?
n
Loading
Wog A)dal;
kips/ft
WLL Axial;11kipsfft
kipstft
Equivalent fluid pressure (EFP);
kcf
Alternately, input overturning moment (M);
ft-tdps C1 use rtwnuaty Input roses
Input shear at base (1l);
Sloping backfill surcharge;
0.000
kcf
Design EFP;
; 0.030
kcf
Surcharge, Distance
Surcharge
P(kips) Description to wall(ft)
height(ft)
�i�
0.000
feet
Input surcharge height;
;feet
Summary of lateral loads acting on wall (Cantilevered wale;
w w m at top of wall;.
0.0000.
k/ft
w jam at bottom-of wall;
0.0801
k/ft
w bt,,o at bottom of footing;
0.1101
k/ft
Additional ooncentrated load at top of wall;
_ : =
klft Load type; WA
Min. EFP for cantilevered walls designed for restraint;
1
kcf
w lateral at top of wall; (Restrained wall);
0.000
k/ft
w lateral at bottom of wall; (Restrained wall);
� 0.147
kift
Uniform lateral load;
ksf Seismictwind
�i
Concrete stem desian
■1
Load factor,#�x
Segment 1 reinforcing:
factored design moment (Ali,);
0.107
ft -kips
kipsfft
Max. allowable'd';
3.750 inches
d (in)
Ag
Vertical reinforcing;
#4 bars • atInches
o/c
N 0 t
`� 0.131 in2/ft
Horizontal reinforcin ;
9
#4 bars��
at Mincheso/c
0.181 in2/ft
Temperature and shrinkage reinforcing;
Check dowel embedment into footing:
Dowel size: #4 bars
Vert. A, min. 0.108
inllft
�M„
1.67
ft -kips
Horiz. As min. 0.180
ir?/ft
, do >
< ACI 12.5.1 >
Check if wall is overreinforced;
Reduction factors:
0.700
< ACI 12.5.3a >
N 0.018
0.75pp 0.013
Amax.
0.481
inzlft
Check shear at base of wall;
V
0.071
kipsfft
V.
0.114
kIW
P.
3.060-
kips/ft <x2xfcasxdx12>
Check dowel embedment into footing:
Dowel size: #4 bars
len
12.000
inches < (0.02' We 7.' fr)1(f. os)
, do >
< ACI 12.5.1 >
Reduction factors:
0.700
< ACI 12.5.3a >
0.064
< ACI 12.5.3d >
Ian
0.539
inches Oki
Segment 2 reinforcing,
Factored design moment (Mj-
0.000
ft -kips .
Max. allowable'd;
0.000 inches
d On)
AS
Vertical reinforcing;None
.
�—� at
inches o/c
� 0.000
in'/ft
Horizontal reinforcing;
None at
.
inches o/c
0.000
.
in/ft
Temperature and shrinkage reinforcing;
Vert. A, min.
O.o00
in'/ft
M
0.000.
ft -kips
Hodz. AS min.
0.000
In'/ft t
Segment 3 reinforcing:
Factored design moment (Mj;
0.000
ft -kips
Max. allowabie'd';
0.000 inches
d (in)
Aa
Vertical reinforcing;
None at
inches o/c
mom
0.000
in/ft
Horizontal reinforcing;
None at
inches o/c
0.000
in2/ft
Temperature and shrinkage reinforcing;
.
Vert. As min.
0.000
in/ft
�M„
0.00
ft -kips
Horiz. A, min.
0.000
ir?tft
i
Footing design;
Input toe length;
. _ + "
`^" inches
O center wall an fwUng
Toe length used
5.00
inches
Heel length;
5.00
inches
Safety factor,
Total footing length (L); Efl.i
m inches
Soil pressure;
1.142 ksf
Footing depth;ff)�inches
Allowable;
1.500 ksf
Min. footing depth for dowel embedment;
3.54
inches
Overturning and sof! pressure;
Consider ftg depth for grass OTM and sliding ?
Yes
Design overturning moment (OTM);
0.000
ft-kipsi t
Ignore footing weight when calculating soil pressure?
Yes +
Check stab/4 and soilpressure; .
w
Arm
DLRM
WnL 0.000 kips
0.667
feet
0.000
ft -kips
WLL 1.200 kips
0.667
feet
0.800
UPS
Segment 1 0.200 kips
0.667
feet
0.134
ft -kips
Segment 2 0.000 kips
0.667
feet
0.000
ft -kips
Segment 3 0.000 kips
0.667
feet i
0.000
ft -kips
Soil 0.122 kips
1.125
feet
0.138
ft -kips
Keyway 0.000 kips
0.833
feet
0.000
ft4dps
Footing 0.200 kips
0.667
feet
0.133
Ups
Wog 0.523 kips
MoL min.
•0.405
ft -kips
Wa + Wu 1.723 kips
MOL+Mu
1.205
ft -kips
Check safety factor against overturning;
t
MDL minJOTM NIA
<
1.5
0k.1
Eccentricity (e); 0.000
feet
[A/2{ M- M/
q
U6; 0.222
feet
'
1.333
feet
[3'U2 -e)
Resultant is within middle third of footing
App;
Maximum soil pressure;
'Minimum
1.142
ksf .
1.500
ksf j WtVA +6'Wd'e/A^2 J
soil pressure;
1.142
ksf
1.500
ksf
-O
I
Vf
yA '
4
Footing reinforcement;
Heel design;
(
Vertical reinforcing spadn ;
18
inches olc
Heel length; 0.417
feet
.Reinforcing s4 bars •
at
�-
"� Inches o/c
d; , m inches
Load factor
A8
0.074
in`fft
M„ 0.041
ft-kips
2.617
ft4dps
Vu 0.296
kips/ft
i ¢V„ ' 8.160
kips/ft
(Concretestrength only)
Toe design;
i
Toe length; 0:417
feet
Reinforcing; #4 bars
at
18
inches o/c
d; �inches
AS
0.131
in/ft
Max. soil pressure; 1.142
ksf
At face of wall; 0.785
ksf
goad factor
Mu 0.142
ft-kips
-`
¢M� 4.614
ft-kips
V. roe 0.642
kipsiff
IVa 8.160.
kipsift
(Concretestrength only)
Longitudinal footing reinforcement•
AS required = Area .002
AS min. - 0.384
in`
r 4 bars
As
0.392 ins
I
Lateral sliding; }
Rmvw.n 0.067
kipslft
Min. AS
0.003 in
Rmwan 0.135
kips!(t
None
at — `'inchesolc No good!
Calculate WDL * friction coefficient;
Lateral sliding resistance;
0.131.
kips/ft
For class 5 soils;
Lateral sliding resistance 0.000
0.000
kipsfft
Limited to; 0.261 max (0.5'Wdl)
Allowable lateral passive pressure
0.150.
ksf/ft depth
Consider footing for passive resistance?
Yes
Lateral passive pressure provided;
0.075
Idps/ft
[Footing only]
Net resistance provided by footing only;
0206.
kips/ft
[Footing only]
Concrete slab at base of wall ?
INO •
Slab thickness; inches
Width of slab; ME -feet
❑ Ignore mal sf cOm by Inspection
Resistance provided by slab;
0.000
wpm
Total resistance;
0.206
kipstft
Factor of safety;
1.527
Okt
Shear key must provide additional;
-0.004
kips lateral resistance _
Shear key provides;
0.000
kips lateral resistance
Calculate equivalent depth of key due to overburden;
Bearing pressure (p) / soil weight;
Equivalent depth of shear key;
3.563
feet
[Maximum 151
Allowable passive pressure;
0.535
ksf
[at bottom of footing]
Allowable passive pressure;
0.535
ksf
[at bottom of key]
Shear key depth;winches
Shear key thickness;
inches
d
0
inches
Load factor
My
0.000
Ups
Reinforcing in key; #4 bars at
32
inches o/c
As 0.074 in2ftt
M„ .
1.96
ft -kips
13
Job; Description,j-iet�s eb�n�?`
w rvr
General data;
Wall construction; Concrete •
Configuration; Restrained
Lateral load type; Soil pressure
Backfill slope; 17No slope •
Allowable design stresses;
Soil;
Class of materials (CBC);
14 v User defined;
Allowable bearing pressure;
1.500 ksf ksf
Allowable passive;
0.150 ksf/ft depth ksf
Lateral sliding coefficient;
0.250 ,
Soil weight;
- kcf
Increase allowed for seismicWnd;
Applied? No •
Concrete;
Masonry;
f c ksi
Fy 40 ksi
f.. ksi
Fy 60 • ksi FS 24.00 ksi
Es OR psi
ES RINRMpsi
m 18.824.
Flexural
Em 1125000
n 25.78
Shear
Unit weight _ r kcf
Unit weight kcf
We D.
Wail data
Note: When designing supported retaining walls - do not use more than one segment
Actual Cutoff for
Cutoff calculations
Segment;
(ft)
(ft) (ft)
Segment wd,
Actual t (in)
Actual d(in)
Max. d(in)
1
0.000
to 2.50
0.188.
6.000
.3.000
3.750
2
2.500
to 3.67
0.088
6
3.000
3.750
3
0.000
to 0.00
0.000
0
0.000
0.000
Segment;
bd2
M(ft-kips)
w
1
108.00
0:095
2
108.00
0.008
3
0.00
0.000
,
Input user defined wall thickness; inches
Override wall
height for lateral sliding; ` Oi i i feet
❑ override?
Loadin
Wog Axial;
kips/ft
Wu Axial;
QO
kips/ft
Equivalent fluid pressure (EFP);
, ::
kcf
Alternately, input overturning moment (M);0
ft -kips ❑ use manually Input fay
Input shear at base (V);
D- ;.
kipsfft
Sloping backfill surcharge;
0.000
kcf
Design EFP;
0.030
kcf
Surcharge; Distance
Surcharge
. P(kips) Description to wall(ft)
height(ft)
Hamm
0.000
feet
Input surcharge height
linjMfeet
Summary of lateral loads acting on wall (Cantilevered wall);
w,�ffi,,, at top of wall; 0.0000 kilt
s w ,ate at bottom of wall; 0:1101 k/ft
w rw at bottom of footing; 0.1401 k/ft
Additional concentrated load at top of wall; + __@ kit Load type; N/A
Min. EFP for cantilevered walls*desi ned for restraint; EW,,fflNkcf
w lateral at top of wall; (Restrained wall); 0.000 kilt
w lateral at bottom of wall; (Restrained wall); 0.202 kilt
Uniform lateral load; plc. ksf
s
Seismic/wind
[S
Concrete stem design
Load factor, �s
Segment 1 reinfordnq:
Factored design moment (M.);
0.152 ft -kips
Max. allowable'd';
3.750 inches
d (in)
Ag
Vertical reinforcing;
#4 bars atinches
o/c i
0.131 in'/ft
Horizontal reinforcing;
at
=inches
o/c
0.181 int/ft
Temperature and shrinkage reinforcing;
Vert, As min.. 0.108
inZlft
�M„ 1.14
ft -kips
Horiz. k min. 0.180
inZ/ft
Check if wall is overreinforced;
Pb 0.031
0.75pb 0.023
Amax. 0.835
inZlft
Check shear at base of wall,•
V 0.135 - kips/ft
V. 0.216 kips/ft
�Vn 3.060 kips/ft < 4 x 2 x feo'S x d x 12 >
Check dowel embedment into footing: Dowel size:' 94 bars
len 8.000 inches < (0.02' ire' 7, fy) / (fc °S )' db > < ACI 12.5.1 >
Reduction factors: 0.700 < ACI 12.5.3a >
0.134 < ACI 12.5.3d >
6 0.750. - inches Oki
Segment 2 reinfoidnx Factored design moment (M,); 0.013 Ups
Max. allowable'd'; 3.750 inches d (in) As
Vertical reinforcing; at ' inches o/c �` 9:4F ` 0.131 inZlft
Horizontal reinforcing; at inches o/c 0.181 in/ft
Temperature and shrinkage reinforcing;
VerL AS min. 0.108 inz/ft - rpM� 1.136 Ups
Horiz. AB min. 0.180 inZlft
Segment 3 reinfo2Yn j Factored design moment (MU; 0.000 Ups
Max. allowable'd'; 0.000 inches d (in) Aa
Vertical reinforcing; None • at inches o/c _ 0.000 Vitt
Horizontal reinforcing; none • inches o/c 0.000 in?/ft
Temperature and shrinkage reinforcing;
Vert. A$ min. 0.000 inZlft i �M„ 0.00 ft -kips
Hodz. Ae min. 0.000 it?/ft
i
Footing design;
Input toe length;
inches
0 cancer vrau. ftum
Toe length used
5.00
inches
Heel length;
Total
9.00
-"winches
inches
Safety factor,
footing length (L); MO
Soil pressure;
1.074 ksf
Footing depth; 93i ' °+
inches
Allowable;
1.500 ksf
Min. footing depth for dowel embedment
3.75
Inches
Overturning and soil pressure;
Consider fig deptli for gross OTM and sliding ?
Design overturning moment (OTM);
0.000
f t14dps/ft
Ignore footing weight when calculating soil pressure?
vas
Check stability and soil pressure;
w
Arm
DLRM
Wog 0.000 kips
0.667
feet
0.000
UPS
WLL 1.200 kips
0.667
feet
0.800
ft -kips
Segment 1 0.188 kips
0.667
feet
0.125
fl -kips
Segment 0.088 kips
0.667
feet
0.059
Mips
Segment 3 0.000. kips
0.667
feet
0.000
ft -kips
Soil 0.303 kips
1.292
feet
0.391
11 -kips
Keyway 0.013 kips
1.167
-feet
0.015
ft -kips
Footing 0.250 kips
0.833
feet
0.208
ft4dps
WDL 0.841 kips-
MOL min.
0.798
UPS
WOL + WLL 2.041 kips.
MDL+MLL
1.598
ft -kips
Check safety factor against overturning;
MDL min./OTM NIA
<
1.5
Okl
Ecmtricity (e); 0.000
feet
M4M-OTWq
U6; 0.278
feet
1.667
feet
[3'U2-ej
Resultant 19 within middle third of footing
Allowed;
Maximum soil pressure;
1.074
ksf
1.500
ksf I WO/A + 6*WO*efA"21
Minimum soil pressure;
1.074
ksf
1.500
ksf
Footing reinforcement;
E
Neel design;
Vertical reinforcing spacing;
18
inches o/c
Heel length;
0.750
feet
Reinforcing ; #4 barsat
'"'
inches o/c
?
d;".
+.0 inches
Load factor ,
AS
0,065
in`/ft
M
0.182
ft-kips
�Mn
1.558
Ups
Vu �
0.664
kips/ft
8.160
kipsi t
(Concrete strength only)
Toe design.`
Toe length;
0.417
feet
Reinforcing; #4 Bars
at
18
Inches o1c
d;
ffillMinches
A.,
0.131
in'/ft
Max. soil pressure;
1.074
ksf
'
At face of wall;
0.806
ksf
Load factor
Mu
0.137
ft-kips
Q3Mn
3.096
ft-kips
Vu Toy
0.627
kips/ft
On
8.160
kipslft
'(Concrete strength only)
Longitudinal footing reinfon:ement
AS required = Area' .002
AS min.
0.480
inZA6
-• �4 bars
0.588 inZ
c9
Lateral sliding;
0.109
kips/ft
Min. AS
0.005 in
Pb=awld 0.218
kips/ft
None
at UMPMinches old No good!
Calculate WD,' friction coefficlent;
Lateral sliding resistance;
0.210
kipslft
For class 5 soils;
Lateral sliding resistance 0.000
Allowable lateral passive pressure
0.000
kips/ft
Limited to; 0.420 max (0.5'Wdl)
Consider footing for passive resistance?
0.150
vas
ksf/ft depth
Lateral passive pressure provided;
0.075
kips/ft
[Footing only]
Net resistance provided by footing only;
0.285
kips/ft
[Footing only)
Concrete slab at base of wall ?
do
Slab thickness; inches
Width of slab; feet
❑ Ignore lateral sliding by inspection
Resistance provided by slab;
0.000
, kips/ft
Total resistance;
0.285
kipslft
Factor of safety;
1.307
No good)
Shear key required)
Shear key must provide additional;
0.042
kips lateral resistance
Shear key provides;
0.058
kips lateral resistance
Calculate equivalent depth of key due to overburden;
0
Bearing pressure (p) / soil weight;
Equivalent depth of shear key;
4.585
1 fee .
[Ma>amum 15'J
Allowable passive pressure;
0.688.
k
[at bottom of footing]
Allowable passive pressure;
0.70 -0 -
ksf
' [at bottom of key]
Shear key depth; -
w
__ii
Inches
Shear key thickness;'
inches
d
inches
Load factor
M�
0.004
, Ups
Reinforcing in key; #4 bars at
36
inches o/c
A, O.M inZHt
M,
1.17
ft -kips
I
W�
Job;r
�f
General data;
Wall construction; concrete
Configuration; Restrained
Lateral load type; soli pressure
Backfill slope; No slope •
Allowable design stresses;
aP
Class of materials (CBC); 4 User defined;
Allowable bearing pressure; 1.500 ksf- ksf
Allowable passive; 0.150 ksf/ft depth + ' } ksf
Lateral sliding coefficient; 0.250 �L
Soil weight,
Rd
Increase allowed for seismic/wind; _' Applied? No
Concrete; Masonry;
1'c b0 , ... ksi pm ksi
FY 40--ksi FY 60 - ksi Fs 24.00 ksi
Es �� -� . - psi Es 0�0 psi
m 18.824 Em 1125000
$ ffQ" �• Flexural n 25.78
t Shear Unit weight ®° 1 kcf
Unit weight,, kcf
We : D• ¢ "
1 0;
' v
2
,
1
i
A ,
u
Well data
Note: When designing supported retaining walls - do not use more than one segment
Actual'
Cutoff for
Cutoff
calculations
Segment . (ft)
(ft)
(ft)
Segment wij
Actual t (in)
Actual d(in)
Max. d(in)
1 0.000
to ^Ur b
1.50
0.113
6.000
3.000
3.750
2 1.500
to
4.67
0.238
6.000
3.000
3.750
3 0.000
to + ,
0.00
0.000
0
•0.000
0.000
Segment; b'd2
M(ft-kips)
1 108.00
0.196
2 108.00
0.159
3 0.00
0.000
Input user defined wall thickness; ��inches
Override wall height for lateral sliding;
feet❑
Override?
Zt
Loading .
0.000
feet
Wor Axial;
Q
kips/ft
Wu Axial;
kips/ft
Equivalent fluid pressure (EFP);'
0
kcf
Alternately, input overturning moment (M);
0.1401
ft -kips ❑ use manually input forces
Input shear at base (V);
; °
kips/ft
Sloping backfill surcharge;
0.000
kof
Design EFP;
. 0.030
kcf
Surcharge; Distance
Surcharge
w lateral at top of wall; (Restrained wall);
MEN�_ _�
0.000
feet
Input surcharge height;feet
Summary of lateral loads acting on wall (Cantilevered walo;
w i at top of wall;
0.0000
k/ft
w ,,a, at bottom of wall;
0.1401
klft
w mmrar at bottom of footing;
0.1701
k/ft
'Additional concentrated load at top of wall;
_ - a
Wit Load type; N/A •
r
Min. EFP for cantilevered walls designed for restraint;
. 'f0 kcf
w lateral at top of wall; (Restrained wall);
0.000
kilt
w lateral at bottom of wall; (Restrained wall);
0.257
k/ft
•
Uniform lateral load;
j
ksf Seismictwind -
It
ZZ
Concrete stem design
Load factor, —
Segment 1 reinforcing;
Factored design moment (Mj; 0.314
ft -kips
Max. allowable'd';
3.750 inches
d (in) qs
Vertical reinforcing;
#4 bars . at
finches o/c
OA 0.131 ir?/ft
Horizontal reinforcing;
#a oars at
finches o/c
0.181 in2/ft
Temperature and shrinkage reinforcing;
Vert. A, min. 0.108
iW/ft
�M„
1.14 ft -kips
Horiz. As min. 0.180
in/ft
Check if wap is overreinforced;
Pb 0.031
•
0.75pb 0.023
Amax.
r
0.835 inZ/ft
Check shear at base of wait
V 0:218
kips/ft
V. 0.349
kips/ft
V. 3.060
kips/ft < x 2 x Pc° 5
x d z 12 >
Check dowel embedment into footing;
Dowel size: #4 bars
ldh 8.000
inches < (0.02 gyre
X' Op) / (P. 0-) db >
< ACI 12.5.1 >
Reduction factors: 0.700
< ACI 12.5.3a >
0.276
< ACI 12.5.3d >
lm. 1.546 '
inches Okl
Segment 2 reinforcing' Factored'
design moment (M�j; 0.255 ft -kips
Max. allowable'd'; 3.750 inches d (in) A
Vertical reinforcing; #4 bars • at inches o/c0.131 in2lft
Horizontal reinforcing;[—�
#4 bars �at inches o/c 0.181 inZfft
Temperature and shrinkage reinforcing;
Vert. A min. 0.108 in'tft rbM� 1.136 ft -kips
Horiz. A, mm. 0.180 irilft
Segment 3 reinforcing; Factored design moment (M j;
Max. allowable'&; 0.000 inches
Vertical reinforcing; None at
Horizontal reinforcing; None . at
Temperature and shrinkage reinforcing;
Vert. A, min. 0.000 in'tft
Hodz. As min. 0.000 inz/ft
0.000 ft -kips
d (in) A
tom,
inches o/c r ff0' 1).000 iw/ft
inches o/c 0.000 iWift
W, ' 0.00 ft -kips
Z3
zjq
1
Footing design;
Input toe length; �'� MIM inches 1 0 Center wall on footing
Toe length used. 5.00 inches
Heel length; 17.00 inches' + Safety factor,
Total footing length (L); ; �inches Soil pressure; 0.982 ksf
Footing depth; ' `�'iLi �`Qm ` m inches Allowable; 1.500 ksf
Min. footing depth for dowel embedment; _ 4.55 inches
Overtuming and soil pressure;
Consider ftg depth for gross OTM and sliding ?
Design overturning moment (OTM);
0.000 ft-kips/ft
Ignore footing weight when calculating soil pressure?
4
Check stability and soil pressure;
w
Arm
i
DLRM
WDL 0.000 kips
0;667
feet ;
0.000
ft -kips
WLL 1.200 kips'
0.667
feet +
0.800
ft -kips
Segment 1 0.113 kips
0.667
feet
0.075
ft4dps
Segment 2 0.238 kips
0.667
feet.
0.159
ft -kips
Segment 3 0.000 kips
0.667
feet I
0.000
ft -kips
Sal 0.728 kips
1.625
feet
1.183
ft -kips
Keyway 0.013 kips
1.833
feet I
0.023
ft -kips
Footing 0.350 kips
1.167
feet
0.408
ft -kips
WDL 1.440 kips
MDL min, i
1.847
ft -kips
WDL+WLL 2.640 kips
MDL*MLL
2.647
ft -kips
Check safety factor against overturning;
MDL min./OTM N/A
<
1.5
Oki
Eccentricity (e); - 0.000
feet
[A/2{ M -OTR&/ W)
U6; 0.389
feet
`
L' ; 2.333
feet
[3'U2 -e)
Resultant Is within middle third of footing
Allowed;
Maximum soil pressure;
0.982
ksf
1.500
ksf I Wti/A +6'Wtl'e/A"2 )
Minimum soil pressure;
0.982
ksf
1.500
ksf
l
i
Footing reinforcement;
r
Neel design:
Heel length;
Vertical reinforcing spacing;
18
inches o/c
d;
1.417
feet
Iinches
Reinforcing #4 bars -
at
;'
inches o/c
E.:8s 0: -
Load factor,
Ag
0.065
in`fft
My
0.825
ft4dps
W.
1.558
. ft -kips
Vu Heel
1.504
klpsift
�Vo
8.160
kips/ft
(Concrete strength only)
Toe design:
Toe length;
0.41_7
feet
Reinforcing; #4 bars
at
18
inches o/c
d;
b`
; inches
r
As
0.131
in /ft
Max. soil pressure;
0.982
ksf
At face of wall;
0.806
ksf
Load factor
Me
0.128
ft -kips',
•�
011
3.096:
ft -kips
V. Toe
0.596
kips/ft
On
8.160
kips/ft
(Concrete strength only)
Longitudinal footing reinforcement
AS required'= Area' .002
AS min.
0.672
inz1
i
0:784 in x
►--T
Lateral sliding;
0.161 kips/ft Min. Ab 0.008 in
Rb.
�+ 0.321 kips/ft None • at , $�' inches o/c No good!
Calculate WDL' friction coefficient; I
Lateral sliding resistance; 0.360 I kipsM
For class 5 soils;
Lateral sliding resistance 0.000
Allowable lateral passive pressure
Consider footing for passive resistance?
Lateral passive pressure provided;
Net resistance provided by footing only;
Concrete slab at base of wall ?
Slab thickness; = iu..+p09 inches
Width of slab;
t!Q(feet
Resistance provided by slab;
Total resistance;
Factor of safety;
Shear key must provide additional;
Shear key provides;
Calculate equivalent depth of key due to overburden,
Bearing pressure (p) / soft weight;
Equivalent depth of shear key;
Allowable passive pressure;
Allowable passive pressure;
Shear key depth; E
Shear key thickness;
d
M,,
Reinforcing in key; #4 bars at
M,,
0.000
0.150
t kips/ft . Limited to; 0.720 max (0.5'Wdl)
i ksf/ft depth
Yes
0.075
kips/ft [Footing only]
0.435
kips/ft [Footing only]
No �
Ignore lateral sll Nng by inspectlon
0.000 t kips/ft
0.435 kips/ft
1.353 No good! Shear key required!
0.047 I kips lateral resistance 7r►�'/'
0.071 kips lateral resistancep
�0
5.612 fee [Maximum 15']
0.842 sf [at bottom of footing]
0.854ksf [at bottom of key]
F601 'inches
inches Load factor
0.005 #ft -kips
36 inches o/c
1.17 yft-kips
As 0.065 in/ft
Zt�
Job;m- 2"- Description; . tNIM MEe4 M Y . r79
General data;
Wall construction; Concrete
Configuration; Restrained •
Lateral load type; Soil pressure
Backfill slope; No stove
Allowable design stresses;
Soil;
Class of materials (CBC);
Allowable bearing pressure;
Allowable passive;
Lateral sliding coefficient;
Soil weight;
Increase allowed for seismic/wind;
Concrete;
t'�
_
2�5 - ksi
. FY
40 ® ksi
S
j ffl� psi
m
18.824
n
I)9 Flexural
Unit weight - 0..: kcf
Y • 0 Shear
Unit weight
kcf
e
Y .fig{
i
4
1.500 Iksf
0.150 ksf/ft depth
0.250
kcf -
Applied? No
Masonry;
Fm
5 ksi
Fy
6o ksi
ES
O QQ06 psi
Em
1125000
n
25.78
Unit weight - 0..: kcf
FS , 24.00 ksi
R41
Wall data
A
+
Note: When designing supported retaining walls Uu not use more than one segment
Actual Cutoff for
i
Segment; (ft)
1 0.000
2 1.500
3 0.000
Cutoff calculations
(ft) (ft)
to 1.50
-
to 5.16
to + 0.00
E 0.113
0.275
0.000
ctual d(in)
Max d(in)
3.750
3.750
0.000
e.aoo
3.000
3.000
0.000
0
Segment; . b -d'
M(ft-kips)
1 108.00
0.264
2 108.00
0.245
3 0.00
0.000
Input user defined wall
thickness; 0=0+ inches
Override wall height for
lateral sliding;I + Mfeet
:;,
❑ Override?
f-
-Z/1
Loading
WDL Axial;
r
QST) , I kips/ft
WLL Axial;
a
kips/ft
Equivalent fluid pressure (EFP);
kcf
Alternately, input overturning moment (M);
`. t.QOy
ft -kips El Use manually Input forces
Input shear at base (1n;
�, ,r t . 0
kips/ft
Sloping backfill surcharge;
0.000
kcf
Design EFP;
0,030
kcf
Surcharge; Distance
Surcharge
P(kips) Descriptionto wall(ftl
heinht(ft1
`''��=!- 4 ra', Y I 0.000 feet
Input surcharge height; feet
Summary of lateral toads acting on wall (Cantilevered wal#; }
w laterw at top of wall; 0.0000 k/ft
w ,t,,, at bottom of wall; 0.1548 kilt
w lateral at bottom of footing; 0.1848 k/ft
Additional concentrated load at top of wall; t(i..� k/ft Load type; I N/A
Min. EFP for cantilevered walls designed for restraint;kcf
w lateral at top of wall; (Restrained wall); 0!000 klft
w lateral at bottom of wall; (Restrained: wall); 0;284 k/ft
Uniform lateral load; ;d� . ° ksf Seismictwind
i
0
-3fl
1
_
Concrete stem design
F
y
I
Load factor, MO.C1p
Segment.l reinforcing
Factored design moment (M, j;
0,423
ft -kips
Max. allowable'd';
3.750 inches
d (in)
AS
Vertical reinforcing;a
�� • at
&18inches o%0.131
in/ft
Horizontal reinforcing;etinches
o/c
0.181
in?/ft
Temperature and shrinkage reinforcing;
Vert. AS min. 0.108
inZ/ft
1.14
ft -kips
Horiz. As min. 0.180
inZ/ft
Check if wall is overreinforced,
Pb 0.031
0.75pb 0.023
Amax.
0.835
in'tft
Check shear of base of wall,
s
V 0.266
kips/ft
V. 0.426
kips/ft
.
OVn 3.060
kipsift < x 2 x fes x d x 12 >
r
Check dowel embedment into footing,towel
size: #4 bars
Ian' 8.000
inches < (0.02' We' ' fY) / (f, °S )'
db >
< ACI 12.5.1 >
Reduction factors: 0.700
<ACI 12.5.3a>
0.372
< ACI 12.5.3d >
Ian 2.086
inches Ok! r
Seqment 2 reinforcinq'
Factored' design moment (M, j;
0.392
ft -kips
Max. allowable'd';
3.750 inches
d (in)
Ag
s
Vertical reinforcing;
4 bars . ata.
-= R
inches olc
90
0.131
Z
in ift
Horizontal reinforcing;
at
inches o/c
0.181
inZfft
Temperature and shrinkage reinforcing;
F
Vert. AS min: .0.108
in2/ft
1,136
ft -kips
Horiz. AS min. 0.180
in2/ft
i
Segment 3 reinfor�E
Factored design moment (M„ );
0.000
ft -kips
I
Max. allowable'd';
0.000 inches ;
d (in)
AS
Vertical reinforcing;
None • atinches
Minches
o/c#
i�0.Q "
0.000
In'/ft
Horizontal reinforcing;
None • at
o/c
0.000
in'/ft
Temperature and shrinkage reinforcing;
Vert. As min. 0.000
in2/ft
0.00
ft -kips
Horiz. As min. 0.000
in/ft
I
0
-3fl
31
Footinti design;
Input toe length;5f0
, inches
❑ center wau on footing
Toe length used
5.00
inches
0.000 ft-kipslft
Heel length;
19.00
inches
Safety factor,
Total footing length (L);
B 9
- inches
Soil pressure; 0.999 ksf
Footing depth;, ff�inches
N
Allowable; 1.500 ksf
Min. footing depth for dowel embedment;
5.09
inches
WOL 0.000 kips
Overtuming and soil pressure;
Consider ftg depth for gross OTM and sliding ?
res
Design overturning moment (OTM);
0.000 ft-kipslft
Ignore footing weight when calculating soil pressure?
res 1-1
Check stability and soil pressure;
N
Arm
DLRIvI
WOL 0.000 kips
0.667
feet
0.000
ft -kips
WLL 1.200 kips
0.667
feet
0.800
ft -kips
Segment 1 0.113 kips
0.667
feet
0.075
it -kips
Segment 2 0.275 kips
0.667
feet
0.183
Ups
Segment 3 0.000 kips
0.667
feet
0.000.
Ups ..
Soil 0.899 kips
1.708
feet
1.535
ft -kips
Keyway. 0.013 kips
2.000
feet
0.025
ft4dps
Footing 0.375 kips
1.250
feet
0.469
ft -kips
Wol 1.673 kips
Mol min.
2.287
ft4dps
WOL+WLL2.873 kips
WL+MLL
3.087
Ups
Check safety factor against overtuming;
Mol minJOTM NIA
<'
1.5
Ok!
Eccentricity (e); 0.000
feet
[A/24 M-OTM/,W]
U6; 0.417
feet
L' 2.500
feet
[3'L/2 -;a]
Resultant is within middle third of footing
Allowed;
Maximum soil pressure;
0.999
ksf
1.500
ksf. ( WU/A +6'WU'eIA^2 ]
Minimum soil pressure;
0.999
ksf
1.500
ksf
�z
Footing reinforcement;
F
Heel design:
Vertical reinforcin s acm
18
inches o/c
Heel length;
1.583
feet
Reinforcing 1 #4 bars •
at
3
inches o/c
d;
UO inches
Load factor
As
0.065
in`ift
M„
1.138
ft -kips
-
rpM„
1.558
ft -kips
i
V. ►gym
1.818
kipslft
¢V�
8.160
kips/ft
(Concrete strength only)
Toe design:
Toe length;
0.417
feet
Reinforcing; #4 bars
at
18
inches o/c
d;
0 a,
inches
A.
0.131
in/ft
Max. soil pressure;
0.999
ksf
At face of wall;
0.833
ksf
Load factor
M.
0.131
ft -kips
-,
3.096
ft -kips
Vu Toa
0.611
kips/ft
On
8.160
kips/ft
(Concrete strength only)
Longitudinal footing reinforcement:
Ab required =Area' .002
k min.
0.720
. in'
sum,#4 bars •
Ab
0.784 in'
33
Lateral sliding;
Rmoot.ea 0.190
kips/ft
Min. AS
0.009 in
0.379
kipsfft
None
atinches o/c No good!
Calculate WpL • friction coefficient;
Lateral sliding resistance;
0.418
kipsfft
For class 5 sods;
Lateral sliding resistance 0.000
0.000
kipsift
limited to; 0.837 max (0.5'Wdl)
Allowable lateral passive pressure
0.150
ksf/ft depth
Consider footing for passive resistance?
Latera! passive pressure provided;
0.075
kips/ft
[Footing only]
'Net resistance provided by footing only;
0.493
! kips/ft
[Footing only]
Concrete slab at base of wall ?
No
Slab thickness; ` B.. inches
Width of slab; feet
❑ Ignore lateral sOcring by inspecum
Resistance providedby slab;
0.000
kips/ft
Total resistance;
0.493
klps/ft
Factorof safety;
1.300
No good!
Shear key required!
Shear key must provide additional;
Shear key provides;
0.076
0.077
kips lateral resistance I �l�I
kips lateral resistance bi
Calculate
0�- 7
equivalent depth of key due to overburden;
a
Bearing pressure (p) / soil weight;
Equivalent depth of shear key;
6.084
; fee
[Maximum 151
Allowable passive pressure;
0.913
'
[at bottom of footing]
Allowable passive pressure;0.925
ksf
[at bottom of key]
Shear key depth; v
1
inches
Shear key thickness;
2
inches
d
-
0.inches
Load factor
` M"
0.005
;ft -kips
,
Reinforcing in key; #4 bars at
36
inches o/c
AS 0.065 in'/ft
Mn
1.17
ft -kips -
0
-zn • M•
r0*a c --<
A--�
00 co
ro-n
ic co
rrnn N
-zi o
c� r^
WAY
i 27 26
34 35
z
SITE
LOCATION Sieo NIS
S8 7'58'40"E,
o V 1229.78'(C
WT
NIBLETT
PER
5.57 AC (OG)91
0 7.57 AC (RN)
a
1208'(D
1197.64
1225.00'
N89'39'33'W, 558.
a
=w y
N ,"� P.G.&E. AITCH
Pp ro
rn
Z ORIGINAL BOUNDARY UNE
U
0
NEW BOUNDARY UNE
M Si777'23
tlE 595.19 iC)
SCALE:
VESELY
PER 93-052907
5.25 AC (OG)
3.25 AC (RN)
LE EN47:
(R) = RECORD PER 96 M 29
(D) = RECORD PER 96-016291
(01) = RECORD PER 93-052907
OG = ORIGINAL ACREAGE
RN = RESULTANT ACREAGE
Q = CALCULATED POINT
(C) = CALCULATED
NVEST
EYTO
NIBLETT
a
2.00 AC
PU�
�va�,
z
60' ROAD
PER (O. Dtl
N f
N87 -58-40-W.1 808. 24'(C)(R), t 808'(D)
NOTE'
THIS PLAT DOES NOT CONSTITUTE -A
LEGAL DESCRIPTION OF THE LOTS
PARCELS DEPICTED AND DOES NOT R
SHOW ALL EASEMENTS OF RECORD ON
OR AFFECTING SAID LOTS OR PARCELS.
Pi PARED BY: APPROVED BY:
ROBERT G. AGEE STUART EDELL, RCE 29132
LS 4010,EXP 6130/00 BUTTE�COUNTY�DEEPUTY SURVEYOR
SOUTHEAST CORNER .96 M 29
I r Cf o.4 io 7
\�F C A�-�F
AP 66-36-86 & 88
EXfIIBIT 'B@
LOT LINE ADJUSTMENT
TOA
NIBLETT & VESELY
A POIiTlOIV OF LOT 3, SECTION 34
T. 23 N., R. 3 E., M.D.M.
q BUT7L COUNTY, CALIFORMA
PREPARED BY.-
SIERRA FEST SURVEYING
5437 BLACK OLIVE DR. (916)877-6253
PARADISE, CALIFORNIA 95969
OCTOBER, 1997 SHEET 1 OF I
.,
/iyOP
0 , c�v
Sep o
N
1993
I
Paul and Catherine Vesely
14656 Bridgeport Circle
Magalia, CA 95954
Dear Mr. and Mrs. Vesely:
/ X1
na4►1-e,
,
PLANNING DEPARTMENT
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397
TELEPHONE: (916) 538-7601
September 14, 1993
RE: AP 66-36-88
APPLICATION FOR DETERMINATION
At the regular meeting of the Butte County Development Review
Committee held on September 13, 1993, the Commmittee granted a
conditional Certificate of Compliance for the above -referenced
property. The condition is:.
1. Verify that adequate quantities of domestic water are available
to the parcel.
There is a fifteen -day appeal period before this certificate can
be recorded unless you sign and return the enclosed waiver waiving
your right to appeal the committee's decision. If the condition
is met prior to the end of the appeal period, a "clean" certificate
with no conditions will be issued.
Should you have any questions regarding this matter, please contact
this office at 538-7266.
Very truly yours,
Stuart Edell
Manager,Land Development Division
Department of Development Services
SE/ds
cc Planning Division
Environmental Health Department
(:guiLlding Division
7
Dimension plan
scale: 1/4"=V-0"
KEYNOTES
OI 2 a L FRAMING
02 CEILING BREAK
O'D PROVDE KELP -CLOSING HINGES
0! Q' DIA. TIMBER COLUMN.
06 CULTURED STONE VENEER WAINSCOT
SEE PLAN FOR LOCATIONS.
O[ TEED COUNTER AT .32-
07 TILE SPLASH
Ol DIFFUSER PANEL AT CEILING - CONFIRM SIZE.
PROVIDe GYPSUM BOARD WELL UP TO SKYLIGHT
ABOVE
OS
WOO STOVE - SEE ATTACHED SPECS
er WNOEODSTOt AND
SPECIFICA SPECIFICATIONS.
REQUIRED
b WINDOW SEAT
DOUBLE SINK WITH DISPOSAL
Q S[' COOKTOP WITH BUILT -M OVEN BELOW
p PANTRY
N ISLAND MTN EATING BAR
6 LINEN CABINST
LL FIBERGLASS LAUNDRY TUB
n WASHER
M DRYER - V.T.O.
M TRANSOM GLASS OVER DOOR
TO
12' a 42' TUB
9 TILED SHOWER - SLOPE FLOOR TO DRAIN
]] TEMPERED GLASS ENCLOSURE
>D A' a H' SOAP NCNB AT M7'
T1 [O' a STACRYLIC TUB. PROVIDE ROD FOR /
&HOWER CURTAIN. TUE TO M7'
8 CR
][ 60 GALLON GAS-FIRED WATER (EATER ON NC
RAISEEDNSINYNLT PLATFORM PROVIDE P/T VALVE WITH
DISCHAROR TO OUTSIDE. V.T.O.S.A. PROVIDE
SEISMIC STRAPS TOP AND BOTTOM
T PORCX BEAM ABOVE
]0 22' • SO' ATTIC ACCESS
r ]DOA MAIN ELECTRICAL PANEL
SO CONT. FRAME WALL TO BOTTOM Of TRUSS
& CONT. FRAME WALL TO BOTTOM Of ROOF
RAFTERS
91 CABINET
93 BOUND INSULATION - R -W BATTS. TYP.
84 ATTIC ACCESS WITH PULL-DOWN LADDER
86 5/6' TYPE 'X* GYPSUM BOARD AT MOUSE/GARAGE
COMMON WALL TO RUN UP TO BOTTOM OF ROOF
SHEATHING. SEE NOTES ON ROOF FRAMING PLAN
GENERAL NOTES
REPER TO STRUCTURAL PLANS FOR ADDITIONAL
WALL FRAMING INFORMATION. (POST LOCATIONS. ETC)
NOTES
RETO LOPERCA.A TE OMETOILETNBIOS.NS PROVIDED ON FOUNDATION PLAN
ENERGY NOTES
ATTIC INSULATION R-90 BATTS
WALL INSULATION R -M BATTS
SLAB INSULATION N/A
MVAC BQWPMSNT,
FURNACE APUE 0.80
CONDENSING UNIT BEER 19.00
WATER [EATER EF 010 OR GREATER
AREA TABULATIONS
FLOOR AREA 207[ O.P.
TOTAL CONDITIONED 209L B.P.
GARAGES" O.P.
FRONT PORCH ILI B.P.
REAR PORCH 000 S.P.
Frank M Glazcwski
me cL t
structure tlesiprW
3045 C— A—. S,ia 135
CWF Cl -pa is 95973
ml 530)343-4G30
Ill. (5x 30) 894-81 G4
QED AR(y7
Y. OLAj�, lfr?
NO P.r7470
NEN 8-W07
J} �p
9tf OF CAS\f�Q�
Pt.. M GWAn[AW.ct .w—%
.c ®ei IID cgprpht .M
o PNrtl nmM� m Wr d�
TA plaro P. not b W r.pnoJK.L
w K tlad V.nt[ .t1.M1 W m9t.r/[
rrnt d Pr.. M GLLuW
ArchwcL
Ln
we
0
th
oo
0 Id
0 C
H C: Y
W ^ ti y:
uV
W p-
14
cd >,
�a w
P -1z
dlrnene]cn plan
M
P.O.
O¢O®
P.G.
07-26-04,
NOTED
/m Ia
A-2.2
-
q_1 A-1
I I I I I
lig
___________________T___
__ LOOP OYER_ _ ___ _ _
A-1 A-1 &08081 '
HI
OS
Floor plan
_O GENERAL NOTES
E REFER TO STRUCTURAL PLANS POR ADDITIONAL
WALL FRAMING INFORMATION. (POST LOCATIONS, ETC)
KEYNOTES
ENERGY NOTES
OI 2 • I PRAMING
TOTAL CONDITIONED 201& B.P.
07 CEILING BREAK
d
W
09 PROVIDE BELP-CLOSING HINGES '
WALL INSULATION BATTB
01 D' DIA TIMBER COLUMN.
- V
O6 CULTURED STONE VENEER WAINSCOT
Y
SEE PLAN POR LOCATIONS.
NVAC EQUVnMMT,
Ot TILED COUNTER AT N92 -
WITH TLLE SPLASH
O PROVO GYPSUMABOARDINWELL UPNTO SKYYLLIGHT
_
ABOVE
CONDBNSNG UNIT BEER 13.00
08 WOO STOVE - SEE ATTACHED SPECS
01 TILE HEARTH AND SURROUND A8 REQUIRED
BY WOODSTOVE SPECIPICATIONS.
b WINDOW SEAT ,
' DOUBLE SINK WITH ONSP08AL
Q St' COOKTOP WITH BUILT-IN OVEN BELOW
B PANTRY
H ISLAND WITH EATING BAR
B LINEN CABINET
LL FIBERGLASS LAUNDRY TUB
M WASHER
UI DRYER - V.T.O.
M TRAN80M GLASS OVER DOOR
20 TY a 17 TUB
9 TEED SHOWER - SLOPE FLOOR TO DRAIN
]1 TEMPERED GLASS ENCLOSURE
79 M' • 11' SWAP NICHE AT -'
11 t0' • 82ACRYLIC TUB. PROVIDE ROD FOR
SHOWER CURTAIN. TILE TO 41'
uxlr
Q 60 GALLON WATER ON N8'
tot GALLON
THEATERVALVE
RA
RAIBHD PLATFORM, SIDE. V. P/T VALVE WITH
PLATFORM.
CLSCHA TO OUTSIDE. PROVIDE
ST SOTTO
8E18MK: STRAPS TOP AND BOTTOM
11 PORCX BEAM ABOVE
18 27 • SO' ATTIC ACCESS
21 200A MAIN ELECTRICAL PANEL
SO CONT. FRAME WALL TO BOTTOM OP TRU88
SI CO.NTFRAME WALL TO BOTTOM OF ROOF
RAFTERS
9] CABINET
99 BOUND INSULATION - R-0 BATTS. TYP.
91 ATTIC ACCESS WITH PULL-DOWN LADDER
% S/8' TYPE •H• GYPSUM BOARD AT HOUSE/GARAGE
SHEATTHING LSEE NOTES ON TO BOTTOM
PRAMING PLAN
_O GENERAL NOTES
E REFER TO STRUCTURAL PLANS POR ADDITIONAL
WALL FRAMING INFORMATION. (POST LOCATIONS, ETC)
b
AREA
TABULATIONS
ENERGY NOTES
201& B.P.
TOTAL CONDITIONED 201& B.P.
ATTIC INSULATION R-38 BATTB
d
W
FRONT PORCH
WALL INSULATION BATTB
C---
- V
INSULATION N/A
BLABN/A
Y
NVAC EQUVnMMT,
f
PURNACS APUE 0.80
_
_ ^
CONDBNSNG UNIT BEER 13.00
WATER DATER EP OAO OR GREATER
b
AREA
TABULATIONS
FLOOR AREA
201& B.P.
TOTAL CONDITIONED 201& B.P.
GARAGE
S4 B.P.
FRONT PORCH
ILI S.P.
REAR PORCX
880 B.P.
REvem BY
Frank M Glazewski
AIC vL.t
stmcwrat design
3045 C— A— &u(c 135
CI» co. Gdif mniA 95973
[el (530) 343-4630
F . (530) 894-81 G4
A 014
NO C-27170
REN 8.3147
OF Cn��so�\:
PrF+t M GIMWrb AMA�n c�rIWI
n ®on b c(gp�M1 N
Mn P�1 ^QL[c a [Irr Ll�u
Thmplw w nut w a nproLNN.
ct.w a c . n " 1ac e
c!c[svn, — o. [MW w be —v"
w [gni [bd vlean U .4, 1
d PM M GW
ArclWwct
In
O
M �
W 0O C
�zv;
lu
� 3
aJ
floor plan
PIG.
o¢a®
01-26 OL
.".
NOTED
JIB b
Ot-011
RIaT
A-2.1
o RKLTL
Site plan
Scall: 1"=30' 0"
I
LANNING DIVE ION - BUILDING PLAN APPROVAL
Use: Date: 440
a --
Parking: Landscaping: -
OtMer.
Signature:
REMSIM BY
Frank M Glazewski
archi e t
structtu:tf design
..vmif A—Sia t.ii
Chico, Culi(on.in 95973
tcl 530)) 343-4630
(ax 530) 894-81 G4
AR
NO fr77170
In 8-7-07
S �r
CAUE��
h.l N GmW Ald—
aew w -W4 *N . w-. —
lb— Nw n M b W In,-- .d
-
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u w u.e ewa nba W
�eswn d hK N 41mvL
ArcMKL
in
O
In
3-I In
u O y[
og
Z
V. 4
� n
°o 71 deo
u
3
N1 4-1 f
site plan
RG
t+¢aro
P.4.
OR -]t -O4
scut
NOTYD
,os rro.
06-O24
san
A-1.2
s�t�