HomeMy WebLinkAbout028-440-025028-440-025
LAND DEVELOPMENT SHEET
028-440-025 PERMIT#97-0467
STEWART, Michael
// fOrange Ave., Bangor
New Single Family AIP'6#1
-4
RESIDENTIAL
028-440-025 PERMIT#97-0467
STEWS RT, Michael
//,I Orange Ave., Bangor
New Single Family
i
C;
.3. i
5'd9-R7 Rte. No� r�� fror TO�Narc�jav iNs�
/0-6-97 IZA 51neo'r roo� Na�`�i�
•
OFFICE COPY
Address
GAS
Meter By �a
ELECTRIC
Meter By
f
JOB FINALED (Dte) —
Signature
COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING. DIVISION
Ij 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-75 PERMIT
(Rev. 12/96) APPLICATION AND PERMIT ✓ 4,616
ASSESSOR PARCEL NUMBER 28_44-025
ZONING A5
BUILDING PERMIT O
OWNER MICHAEL STEWART
TE534N 6007
SO' FT. OCC. BUILDING VALUATION
OWNERS MAILING ADDRESS
PO BOX 417 BANGOR
1507H R 81
378.00
641 U 11
538.00
CONTRACTOR'S NAME OWNER
TELEPHONE
690 OPEN 44F830.00
CONTRACTORS MAILING ADDRESS
CONSTRUCTION LENDER
LENDER'SMAILING ADDRESS
'
Fireplace A 1,500.00
Total Valuation $
ARCHITECT OR ENGINEER
ROBERTON ESTRADA
LICENSE NO.
C040661
Filing Fee
$ 2 O.00
Permit Fee
$ 639.50
ARCHITECT OR ENGINEERS MAILING ADDRESS
728 A PLUMAS ST YUBA CITY 95991
Plan Checking Fee
$ 415.67
BUILDING ADDRESS 8 ORANGE AVE
Ener Plan Checking Fee
Energy s
$ 23.00
BANGOR
$
PERMIT FEE
$ 1098.17
LOT NO.
SUBDIVISION'S NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
USEOFSTRUCTURE
SF EX Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap
91 7.0 3.00
Solar or heat pump water heater
23.00
Water piping
15.00 15.00
Each as water heater or vent
15.00 19,00
TYPE OF WORK
New CX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: 2 STORY 3 BEDROOM 2 BATH
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home I S I G W
@20.00
PERMIT FEE
$
ELECTRICAL PERMIT
I Filing Feel 20.00
Main Service 200A OR LESS
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.P
License Class Llc. No.
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law f r the following reason:
V1, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
Main Service 200A TO 1000A
46.00
NEW CONST. DWELLING OCCUP.
OR ADDNS. ( a ACC. BUDS.
SO
3.50 FT.
NON-RESID.TMURANLCTI.OUTL"RCET
97,50
OWER APPARATUS
8 SINGLE OUTLET CIR.
Ex. OCCU OUTLET OR FIXTURES
g20 @ 1.00
Ex. Occup. ouiELETS RFSIo.OFR.A
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMIT FEE
i 118.18
WORKERS' COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
MECHANICAL PERMIT
Filing Fee 26.00
Heating 100, 000
15.00
Cooling
23-00
Hood
6.50
Ventilation
PERMIT FEE
SAQ nn
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
hof one hundred dollars ($100) or less.)
IRII certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
ons.
forthwith c m12',yw_,=i_t�W_�
_ /� r b�
X _�___ Data � _/
Signature of Applicant - caner ❑ Contractor ❑ Agent
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $ 46-00
occ
CONST. TYPE
TOTAL FEE $
HAZ.
---I
0. FE
V
FLOOD
COF
P
PD HD
ISS
This permit is hereby issued under the applicable provisions
of !heAtte Coun Code and/or Resolutions to do work
Indic ee fo which fees have been paid.
By j Date
PERMIT EXPIRES ON
Date
ReceiptNo. 210241
WHITE •D.D.S.•B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT
I
(Rev.12/96)
i
COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541; U y EJWIT NO.
APPLICATION AIND PERMIT 97" /
ASSESSOR PARCEL NUMBER
ZONING
BUILDING PERMIT
OWNER `
S-Fe war-—
TELEPHONE 53
X007
SO. FT. OCC. BUILDING VALUATION
OWNERS UNG ADDRESS 1 -J
60/ l / (il .��
%C
5 0 81 7 �'
& L
CONTRACTOR'S NAME
TELEPHONE
9L-7) eD
CONTRACTORS MAILING ADDRESS t I
CONSTRUCTION LENDER
LENDER'S MAILING ADDRESS
Fireplace 'I /67 ZYzD . o�
Total Valuation $ 99,
ARCHrrfZ OR NGINEER.
P�,'7� rac�ri—
LICENSE NO.
�0�(066
Filing Fee $ 20.00
Permit Fee $ rj . ccC)
ARCHITECT OR ENGINEERS MAID ADDRESS(
Cc 4 7S
Plan Checkin Fee $ (�
BUILDING ADDRESS '
— , r a , - ._e_ �v
Energy Plan Checking Fee $
�-v-lq 0
PERMIT FEE $ D . 17
LOT NO.
SUBDIVISIONS NAME
CEL MAP
PLUMBING PERMIT Fling Fee 20.00
USEOFSTRUCTURE
SF dr Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap 7.00 311
Solar or heat pump water heater 23.00
Water piping 15.00 115,
Each gas water heater or vent 15.00
TYPE OF WORK
New & Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work:
Gas piping system 1 - 5 outlets 15.00
Building sewer 15.00 '•.-o
Mobile Home I S I G I W @20.00
PERMIT FEE S &10
ELECTRICAL PERMIT Fling Fee 20.00
Main Service OOOF SS �G1 23.00 a3' L''O
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.P
License Class LIC. No.
OWNER -BUILDER
I hereby affirm under penalty of perjury that - m exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
❑ 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
X Date
Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
Main Service 200A TO 1000A a qia 46.00 5.1 8
NEW CONST. DWELLING OCCUR SO
OR AD ( CC. BLDS. 3.5¢FT;
Corsi. ULT
NON-RESID. C @7.50
OWER APPARATUS
a SINGLE OUTLET CIR.
Ex. OCCLI OUTLET OR FIXTURES 20 Q 1.00
BAL p .50
FIXED APPINS. OR
Ex. Occup.OUTLETS REBID. EA 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wirinci 23.00
$ PERMIT FEE '
MECHANICAL PERMIT Fling Fee 20.00
Heating / p e D a Bea
Cooling 1¢0
Hood 6.50�,$�
Ventilation q SC) c , 5
PERMIT FEE S 09-'
Mobile Home Installation Fee $
Energy Inspection Fee$ o�
occ
CONST. TYPE
OT FEE $ 3S
HAZ.
D.F P FLO
CDF
P C PD
SSU
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
By Date
PERMIT EXPIRES ON
oats
Receipt No. b a
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
.4 LJ7, z ,.
TO: Building Department
FROM: Environmental Health
I 1-V.H. USE ONLY
Plot Plan Attached
Floor Plan Attache
Sent to B.D.— ) / %
SUBJECT: Sanitation Clearance
Al�w cur' �d- a Lj -4 2 F v -- 02;5'
ca
�' ll Owner Lotion / AP#
Plan Approved for•, Sewage Disposal ✓ Water Supply: Public Private Well
Clearance for�d� elling. Other
Hold final for:
Final clearance O.K. for:
(VOTE:
Environmental Health Specialist
8/96
I /,> 7
Date
.c y Jpl,r 7 ' - +�.r �•:"y , ��r�, :*+:moi i£nf b j t ri+a„�i
COUNTY OF BUTTE . DEPARTMENT OF DE;
'` `, • 7 COUNTY CENTER DRIVE--OROVILLE, CA
PERMIT"PLICA
�T f
�;;.s,� r+1..� �..^,•. ':'F?'; Rj,''^��'1'. Yf �T+'Si+�"'1.'t�r•+n�.
�T SERVICES - BUILDING DIVISION
*4 x,
965 - TELEPHONE (916) 538-7541
TA SHEET ,
OWNER: 5+e W a -1— ASSESSOR PARCEL ,NUMBER: a2?— 144—o2_5
Proposed Building Use: ,J 6 IF Building, Inspector . Date: 3—/1-,197
At time of permit application, I was Advised the following d : data must be submitted prior to permit processing and/or issuance:
i Date Received By
❑ 1. All items have been submitted .-------------------------------------------------------------------------------------
❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. ----------------- -0 -----------------------------------------
❑3. omplete plans, 3/4 sets, signed by the preparer of plans. -----------------------------------------------------
�E e -red plan�4 sets, with wet signatur on plans. All engineering must be shown on plans.--------
ed truss details and layout in duplic to (required prior to plan review) No faxes! ------------------ o!O
❑6. Energy Design Compliance and supporting ocumentation-----------------------------------------------------
1:17.
---------------------------------------------------❑7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ,
❑8. Hazardous Material Form.-----------------------------------------------------------------------------------------
❑9. Manufactured Home data and installation instructions including Tie Down Specifications -------------------
El11�s of $ -------------------------------------------------------------------------------------
pact fees as shown on the attached schedule. -- ,y4a--------
5.� ------------------------------ Z
California D artrnent of Forestry plan approv Ufees. -- _---��___________________
❑ 13. Fel evation certificate. ----------------------------------------------------------------------------------------
®'I4. anitation and plot plan approval [/( Health Department. ----------------------------------------- /
❑ 15. City.of Chico plumbing permit. ---- -------------------------------------------------------------------------------
❑ 16. Plot plan and business license approval from the City of Biggs.
❑ 17. Planning approval for (A) Use: (B) Parking: __________________________
i18Contact Land Development about ElImprovements, ElDrainage, Legal Parcel. -----------------------
,
�19 —Encroachment Permit for driveway (construction approval prior to occupancy). ----------------------------
0 20. Pre -inspection for
required Request to Building Inspector on
E32 1. Contractor's license information. (Number, Name Style, Classification).
022. Workers' Compensation carrier and policy number. ------------------------------------------------------------
❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 11) - --------------------------------------
❑24�tter of signature authorization. --------------------------------------------------------------------------------
#95 . Recorded, copy of Agricultural Acknowledgment Statement. -------=------------------------------------------
E126. Letter of intent on building use. ------------------------------------------------------------------------------------
❑ 27. Manufactured Home utility clearance. ----------------------------------------: ----------------------------------
❑28. Existing violations and/or expired permits. ----------------------------------------------------------------------
❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .---------------
E130.
--------------
❑30. Other:
Wh r!/you issue thep�t, process as follows ❑ Mail to owner, ❑Mail to co tractor.
Telephone J -3q L 00 7 and hold for pickup at 0 (� 1, ��
p p office. 11 Deliver w' sp ctor.
Applicant: Date:
Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By:
Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By:
(Date)
1
” 4d %T
1. Index permit application for the above items numbered: ❑ Plan Check Li -,j
2. Additional items required: ,r r
Contractor, disigner, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildin 'vision ounter, by D te:
Plans reviewed by: Date: Plans approved by: Date: -
Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: f,- �'`�.��' Date:
Yellow Copy -Department of Development Services, Building Division. �6`
mob �,,
At time of permit application, I was advised the above fees are required to be paid prior to issuance of the
building permit. These fees may be changed during the plan checking process.
APPLICANT DATE 13 /,Z) %7
Original -Owner Copy -Building Div. (Rev. 12/96)
L
COUNTY'OF BUTTE
'DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916)'538-7541
SCHEDULE OF FEES DUE
~: OWNER ��' .� I A a 4--
A.P. #
R' PROPOSED BUILDING USE lile
DATE 12.— 2 7
4
REC # DATE REC
' 1. BUILDING PERMIT FEES
-- Balance Due .................
-- Additional Fees Due ........... $
-- Additional Fees Due ............ $
-- 'vised Plan Checking Fee ....... $
2. SCHOOL DISTRICT FEES
District Office)
c
(paid at
3 SHERIFF FEES (paid at Building Division)
Residential ...... x $360.00 = $
Units
Commercial (sq.ft.)... x $0.03 = $
Sq.Ft.
4. URBAN AREA FEES (paid at Building Division)
Residential (per unit) . x =$
#Units Amt.
Commercial (sq.ft.) .. x =$
Sq.Ft. Amt. ,
5. RECREATION DISTRICT FEES ! "
(paid at District Office)
6. THERMALITO DRAINAGE DISTRICT FEES
$425.00 (paid at Building Division)
SRA FIRE INSPECTION AND PLAN CHECK
�L ' •
$89.00 Building Division)
q'
(paid at
8. WATER TENDER FEES (Battalion #
$200.00 (paid at Building Division)
9. CSA 87 TRAFFIC FEE
$2500.00 (paid at Building Division)
10. OTHER
At time of permit application, I was advised the above fees are required to be paid prior to issuance of the
building permit. These fees may be changed during the plan checking process.
APPLICANT DATE 13 /,Z) %7
Original -Owner Copy -Building Div. (Rev. 12/96)
L
,.t,.
BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(One form per Building)
School District. /co i Building Department No.
A.P. Number ag"' q Qal-S Jurisdiction: City County
Property Owner I C— `Q l S TL I� O e-
.
Property Location/Address .,L - Avt
Sq. Footage /50
(Group R)
r
Sq. Footage
(Including Exterior
Roofed Areas)
3--/1--97
Building Department Represent ti a
Subdivision-
Lot No.
Residential Development
No of Living
Mobile Home
Addition
Units
Installation
-J
Commercial/Industrial
School District
a'
A
New
Addition
Sq. Footage /50
(Group R)
r
Sq. Footage
(Including Exterior
Roofed Areas)
3--/1--97
Building Department Represent ti a
Date
(Floor Plans reviewed by School District Personnel)
Dtrict Identificai
No.
-J
�(J[.LY�(.e"A J
School District
certif' s thatwk
A
`•
J (App)lcant)
(Street Address►''
r
(Phone Number)
(City)
(State)
(Zip Code)
has complied with -the requirements
of Resolution No.
Q
" / V
by payment of $ C 0�
..
representing X.' 6
D square feet.
B 2926
MITIGATION S
School District Representative
Date
t.
Paid by Check #
Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with
Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit
you from challenging the imposition of the fees in any court action.
If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is
notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA),
this project may be subject to additional school fees to fully mitigate its impact on the school district's schools.
White (applicant), Yellow (building department), Pink (school district) feeform.xis (2/97)dmm
And when recorded mail to:
Building Division
#7 County Center Drive
Oroville, Ca. 95965
9 7-0089 84 1 " Rec Fee 12.00
1 COP 2.00
Recorded I Cash 14.00
Official Records I
County of 1
Butte 1
Candace J. Grubbs 1
Recorder 1
10:43am 12 -Mar -97 I PUBL XX 3
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code requires 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. necessan. farm operations.
All that real property situate in the County of Butte. State of California. described as follows:
Date: PROPERTY OWNERS:
State of California
County of6.Cj776
personally appeared U Te i v)9A7-
known
9R7-
known tom (or proved to me on the basis of satisfactory evidence) to be the person(l) whose name(,I) Woe subscribed to the
within instrument and acknowledged to me that he/s3 tWy executed the same in his/ier/tbrir authorized capacity(), and
that by his/krr/tJseir signature(S) on the instrument, the personal or the entity upon behalf of which the person(JO acted,
executed the instrument.
WITNESS my hand and official seal.
L 1 f�0M1A L IO�GFtf
. mm Ion 07 64 ODrtrfi4ef * ........
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Sit! I cal: Co . Exp1rreos n 22. R BuheCo�nh
/777 MYQ011 M EIOw W 22.1999
.,.P.# ,Z 00 - yy - C2 ..J-
ORDER NO. BU -157316 MV
DESCRIPTION
THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF
CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS:
PARCEL I:
ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE,
STATE OF CALIFORNIA, BEING A PORTION OF THE EAST ONE-HALF OF THE
SOUTHEAST ONE-QUARTER OF SECTION 20, AND A PORTION OF THE WEST ONE-
HALF OF THE SOUTHWEST ONE-QUARTER OF SECTION 21, T18N, R5E, M.D.M.,
DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE SECTION LINE COMMON TO SAID SECTIONS 20
AND 21 FROM WHICH THE SOUTHERLY SECTION CORNER OF SAID SECTIONS 20
AND 21 BEARS SOUTH 2 ° 02' 37" WEST 1029.30 FEET; THENCE FROM SAID
POINT OF BEGINNING NORTH 88057151" WEST 606.10 FEET; THENCE NORTH
12047'25" WEST 30.00 FEET TO A POINT ON THE, CENTERLINE OF THAT
CERTAIN ROAD KNOWN AS TANGOR WAY, THENCE ALONG SAID CENTERLINE
NORTH 77°12'35" EAST 168.92 FEET; THENCE ALONG A CURVE TO THE LEFT
WITH A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 23-35'0511,
AN ARC DISTANCE OF 61.74 FEET; THENCE NORTH 53°37130" EAST 126.17
FEET; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 120.00
FEET, THROUGH A CENTRAL ANGLE OF 48°1110411, AN ARC DISTANCE OF
100.92 FEET; THENCE NORTH 5°26126" EAST 323.78 FEET; THENCE ALONG
A CURVE TO THE LEFT WITH A RADIUS OF 200.00 FEET, THROUGH A CENTRAL
ANGLE OF 31°54'16", AN ARC DISTANCE OF 111.37 FEET; THENCE ALONG A
CURVE TO THE RIGHT WITH A RADIUS OF 100.00 FEET, THROUGH A CENTRAL
ANGLE OF 70002'02", AN ARC DISTANCE OF 122.23 FEET; THENCE NORTH
43°34'12" EAST 48.13 FEET TO A POINT ON THE CENTERLINE OF THAT
CERTAIN ROAD KNOWN AS MANDARIN DRIVE; THENCE SOUTHEASTERLY ALONG
SAID MANDARIN DRIVE CENTERLINE ON A NON TANGENT CURVE TO THE LEFT
HAVING A RADIUS OF 450.00 FEET, THROUGH A CENTRAL ANGLE OF
9 ° 24' 18" , THE CHORD OF WHICH BEARS SOUTH 51-07'57" EAST 73.78 FEET;
THENCE ON THE ARC OF SAID CURVE A DISTANCE OF 73.87 FEET; THENCE
SOUTH 55°50'06" EAST 297.24 FEET; THENCE ALONG A CURVE TO THE LEFT
WITH A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF 2°0210611,
AN ARC DISTANCE OF 17.76 FEET; THENCE SOUTH 57°52112" EAST 286.88
FEET; THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 800.00
FEET, THROUGH A CENTRAL ANGLE OF 14°26'03", AN ARC DISTANCE OF
201.54 FEET TO A POINT ON THE NORTHWESTERLY RIGHT OF WAY LINE OF
THAT CERTAIN COUNTY ROAD KNOWN AS ORANGE AVENUE; THENCE
SOUTHWESTERLY, ALONG SAID NORTHWESTERLY RIGHT OF WAY LINE, SOUTH
57"39'08" WEST 633.57 FEET TO SAID POINT OF BEGINNING.
RESERVING THEREFROM THAT PORTION OF THE HEREINABOVE DESCRIBED NON-
EXCLUSIVE EASEMENTS FOR ROAD AND UTILITY PURPOSES ALONG SAID
MANDARIN DRIVE AND TANGOR WAY LYING WITHIN THE HEREINABOVE
DESCRIBED PARCEL OF LAND.
CONTINUED
ORDER NO._BU=157316 MV
DESCRIPTION - CONTINUED
PARCEL II:
A NON-EXCLUSIVE EASEMENT FOR ROAD AND UTILITY PURPOSES BEING A
STRIP OF LAND HAVING PARALLEL SIDES AND A UNIFORM WIDTH OF 60.00
FEET, THE CENTERLINE OF WHICH IS MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE EAST ONE-QUARTER CORNER OF SAID SECTION 20,
THENCE NORTH 47'23141" WEST 1054.80 FEET TO A POINT IN THE
CENTERLINE OF SAID STRIP OF LAND; KNOWN AS MANDARIN DRIVE, AND THE
SOUTHERLY RIGHT OF WAY LINE OF THAT CERTAIN COUNTY ROAD KNOWN AS
AVACADO AVENUE AND THE TRUE POINT OF BEGINNING OF SAID STRIP OF
LAND; THENCE FROM SAID TRUE POINT OF BEGINNING ALONG SAID MANDARIN
DRIVE CENTERLINE SOUTH 202015711 WEST 276.05 FEET; THENCE ALONG A
CURVE TO THE -LEFT WITH A RADIUS OF 500.00 FEET, THROUGH A CENTRAL
ANGLE OF 27°19'4411, AN ARC DISTANCE OF.238.49 FEET; THENCE SOUTH
24'58'47" EAST 956.04 FEET; THENCE ALONG A CURVE TO THE LEFT WITH
A RADIUS OF 450.00 FEET, THROUGH A CENTRAL ANGLE OF 21°27'01", AN
ARC DISTANCE OF 168.47 FEET TO THE POINT OF INTERSECTION OF SAID
MANDARIN DRIVE AND TANGOR WAY, SAID POINT BEING DESIGNATED AS POINT
"A" FOR FUTURE REFERENCES; THENCE CONTINUING ALONG SAID MANDARIN
DRIVE CENTERLINE AND ALSO CONTINUING ALONG SAID CURVE TO THE LEFT
WITH A RADIUS OF 450.00 FEET, THROUGH A CENTRAL ANGLE OF 9°24'1811,
AN ARC DISTANCE OF 73.87 FEET; THENCE SOUTH 55°50106" EAST 297.24
FEET; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 500.00
FEET, THROUGH A CENTRAL ANGLE OF 2°0210611, AN ARC DISTANCE OF 17.76
FEET; THENCE SOUTH 57"52'12" EAST 286.88 FEET; THENCE ALONG A CURVE
TO THE RIGHT WITH A RADIUS OF 800.00 FEET, THROUGH A CENTRAL ANGLE
OF 14"26'03", AN ARC DISTANCE OF 201.54 FEET TO A POINT ON THE
NORTHWESTERLY RIGHT OF WAY LINE OF THAT CERTAIN COUNTY ROAD KNOWN
AS ORANGE AVENUE AND THERE TERMINATING.
PARCEL III•
A NON-EXCLUSIVE EASEMENT FOR ROAD AND UTILITY PURPOSES BEING A
STRIP OF LAND HAVING PARALLEL SIDES AND A UNIFORM WIDTH OF 60.00
FEET, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS:
BEGINNING AT THE HEREINABOVE MENTIONED POINT "A", THENCE
SOUTHWESTERLY ALONG SAID TANGOR WAY CENTERLINE SOUTH 43°34'12" WEST
48.13 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF
100.00 FEET, THROUGH A CENTRAL ANGLE OF 70°02'02", AN ARC.DISTANCE
OF 122.23 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS
OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 31°54116", AN ARC
DISTANCE OF 111.37 FEET; THENCE SOUTH 5°26126" WEST 323.78 FEET;
THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 120.00 FEET,
THROUGH A CENTRAL ANGLE OF 48°11'04", AN ARC DISTANCE OF 100.92
FEET; THENCE SOUTH 53037130" WEST 126.17 FEET; THENCE ALONG A CURVE
TO THE RIGHT WITH A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE
OF 23 ° 35' 05" , AN ARC DISTANCE OF 61.74 FEET; THENCE SOUTH 77' 12' 35"
WEST 168.92 FEET AND THERE TERMINATING.
Attention Property Owner:
An "owner -builder" building permit has been applied for in your name and bearing your
signature. ,
Please complete and return this information at your earliest opportunity to avoid
unnecessary delay in processing and issuing your building permit. No building permit will
be issued until -this verification is received.
1. I personally pian 'to provide the major laior and materials for construction of the
proposed property improvement : YES[ NO[ ]. '
-2..-1 HAVE[ rte] . HAVE NOT[ J signed an application for a building permit for the
proposed work. .
3. I have contracted with the following person (firm) to provide the proposed
construction:
NAME:
ADDRESS: CITY:
PHONE: CONTRACTOR'S LICENSE NO.
4. I plan to provide portions of this work, but I have hired the following person to
coordinate, supervise, and provide the major work:
NAME:
ADDRESS: CITY:
PHONE: . CONTRACTOR'S LICENSE NO.
S. I will provide some of the work but I have contracted (hired) the following persons to
provide•the work indicated:
NAME ADDRESS PHONE TYPE OF WORK
SIGNED:
PROPERTY OWNER:
SOCIAL SECURITY NUMBER:�� ��
DATE:
NOTE: This owner -Builder Verification is required by Section 19831 and
19832 of the California Health and Safety Code.
This verification must be completed and returned to our office before
we are permitted to issue the permit.
•
Dear Property Owner.
An application for a building permit has been submitted in your name listing yourself as the builder of
property improvements specified.
For your protection, you should be aware that as "owner -builder" you are the responsible party of record
on such a permit. Building permits are not required to be signed by property owners unless they are .personally
performing their own work if your work is being performed by someone other than yourself, you may protect
yourself from possible liability if that person applies for the proper permit in his or her name.
Contractors are. required by law to be licensed and bonded by the State of California and to have a
business license from the city or county. They are also required by law to put their license number on all permits
for which they apply.
If you plan to do your own work, with the exception of various trades that you plan to subcontract, you
should be aware of the following information for your benefit and protection: I _
0 if you employ or otherwise engage any persons other than your immediate family, and the work (including
materials and other costs) is $300 or more for the entire project, and such persons are not licensed. as
contractors or subcontractors, then you may be an employer. _
0 If you are an employer, you must register with the State and Federal Governments as an employer and you are
subject to several obligations including state and federal income tax withholding, federal social security takes,
workers compensation insurance, disability insurance costs, and unemployment compensation contributions.
0 There may be financial risks for you if you do not carry out these obligations, and these risks .are especially
serious with respect to worker's compensation insurance.
0 For more specific information about your obligations under Federal Law, contract the Internal 'Revenue
Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your
obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial
Accidents.
If the structure is intended for sale, property owners who are not licensed contractors are allowed to
perform their work personally or through their own employees, without a licensed. contractor or subcontractor, only
under limited conditions.
A frequent practice of unlicensed persons professing tobe contractors is to secure an "ownerbuilder"
building permit, erroneously implying that the property owner is providing his or her own labor and material
personally. Building permits are not required to be signed by property owners unless they are performing their own
work personally.
be obtained by contracting the Contractors State License
Information about licensed contractors may
Board in your community or at 1020 N Street, Sacramento, CA. 95314.
Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm
that you are aware of these matters. The building permit will not be issued until the verification is returned.
Sncerel
hlichael C. Vieiia, C.B.O.
Manager, Building Inspection
NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code.
OVER
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541
PE"IT APPLICA TION DA TA SHEET
OWNER: 54-x° ASSESSOR PARCEL NUMBER: 4'
Proposed Building Use: `V > ,J Building Inspector: �� iii. Date: 3 2_,
At time of permit application, I was Advised the following data must he submitted prior to permit processing and/or issuance:
❑ 1. All items have been submitted.
02. Plot plans, 3/4 sets, signed by the preparer of plans.
03. Complete plans, 3/4 sets, signed by the preparer of plans.
❑�Eeered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.
ed truss details and layout in duplicate (required prior to plan review) No taxes!
06. Energy Design Compliance and supporting documentation.
117. Statement of Intent for Non -Heated and A/C Buildings.
08. Hazardous Material Form.
❑9. Manufactured Home data and installation instructions including Tie Down Specifications.
❑10. sof$
11. Impact fees as shown on the attached schedule. .5c i o t-1 i
S
®" 2. California Department of Forestry plan approval/fees. �,<. 3_. i 7
Cl 13. FF ood elevation certificate.
14. Sanitation and plot plan approval Health Department.
❑ 15. City of Chico plumbing permit.
❑ 16. Plot plan and business license approval from the City of Biggs.
❑ 17.. Planning approval for (A) Use: (B) Parking:C318. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel.
Encroachment Permit for driveway (construction approval prior to occupancy).
020. Pre -inspection for required.
02 1. Contractor's license information. (Number, Name Style, Classification).
022. Workers' Compensation carrier and policy number.
K:
023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑).
D24 -
tter of signature authorization.
Recorded copy of Agricultural Acknowledgment Statement..5
G �d
026. Letter of intent on building use.
027. Manufactured Home utility clearance.
028. Existing violations and/or expired permits.
029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $
1130. Other:
�l l t
t1 )
Whew �ou issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor.
17TTelephone _rj 3 f-( 1_'0 and hold for pickup at C' ' c office. ❑ Deliver with inspector.
PP / Date:
EXPIRATION OF APPLICATION
Applications for which a permit has not been issued, will expire by limitation one year after date of application. In
order to renew action on an application after expiration, a new application, plans and fees will be required.
FEE REFUNDS
Refunds can only be made upon written request by the person who paid the fee. The request must be made within
two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for
permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing
fees, plan checking fees for work plan checked and other department costs are not refundable.
Original - Applicant
4%tc�EQED
MAR 2 0 1997
BUttE COUNTY
BUILDING DIVISION
•'Mar=31�-97 Old: l
BUT.TE-'-COUNTY -916 .538-2f4o
SUPPLEMENTAL. PLAN CHECK LIST
Permit Applicant: Michael Stewart
Permit #97-0467
Date: 3/31/97
Plans for the above referenced project were reviewed by this office. Please provide. additional
information and/or make revisions to plans, specifications, or calculations as follows:
�TT�t+,etaD
e�At.G.17fc'1�411-4, An alternate braced wall panel is shown on the sec_, floor of the plans. It is our
,p R.s v,s,o•,a understanding that an alternate brace wall panel, with its foundation requirements, can
-per s4pp-r tl-3 not be called out as indicated on the plans. Please revised the plans to account for this.
Include actual wall connections you intend to use at sill.
5�v�c-s w oTr��
oa sr+EAT 2. Please provide specifications for the parallams shown on the plans.
SS -1 o F R�JS_ _
3 There is a note on Sheet S3-1 of the plans which indicates that default headers shall be
„pED , either 6x8s or 412s. These members have significantly different properties. Please
v4t.c- iaa, provide calculations showing that the lesser of the two will handle all situations
intended.
f ArRao, GV4(ii F to q otiJ 5 44C -T 52-1 dev" Aft"
P -.02
FLEWESTRADA ENGINEERING
ENGINEERING • DESIGN • ASSOCIATES
728A PLUMAS ST., YUBA CITY, CALIF., 96991
PH: (916) 674-1689 0 FAX: (916) 671-5257
LCTTEI C)� TI AN:�MITTA�
WE ARE SENOINGY
❑ shop drawings plans
❑ copy of letter ❑ change order
❑ prints ❑ specifications
NUMBER,�.
ATTENTION
Ulm
O samples
❑ attached
❑ other
® •• ®
THESE
ARE TRANSMITTED
DESCRIPTION
❑ for
your approval
❑
for review & comments ❑
❑ for
-�
❑
;mo,.r � I ,
as
requested
❑
approved as noted ❑
REMARKS
THESE
ARE TRANSMITTED
as checked below,
❑ for
your approval
❑
for review & comments ❑
❑ for
your use
❑
return Ifor corrections ❑
as
requested
❑
approved as noted ❑
REMARKS
approved as submitted
FOR BIDS DUE BY
other
if enclosures are not as noted, please notify us at once.
January 20, 1997
STRUCTURAL CALCULATIONS FOR
SPECIFIC POST, BEAMS, FOOTINGS& LATERAL DESIGN FOR SPECIFIC LINES
STEWART RESIDENCE
OWNER: NEKE STEWART
Butte County, California
PROJECT LOCATION: BUTTE COUNTY
CONTRACTOR: SAME AS OWNER
Q
JOB #E96-177
STRUCTURAL CALCULATIONS BY:
A. 0040661
EXp- 3-31-99
CIVIL
QP CALIV
ROBERT W. ESTRADA
R.C.E. #0040661
NO.. OF CALCULATION PAGES 18
1. 2-.. _ . .
10 6CO L_
Zr�
SHEARWALL SCHEDULE
* STANDARD BRACED WALL PANEL: WALLS WITH THIS DESIGNATION MEET
THE REQUIREMENTS OF SECTION 2326.11.3 (CONVENTIONAL BRACING
REQUIREMENTS) OF THE 1994 UNIFORM BUILDING CODE AND ARE NOT
SPECIFICALLY CALCULATED OR ENGINEERED WALLS. BRACED WALL LINES
SHALL CONSIST OF BRACED WALL PANELS THAT CONFORM WITH UBC.
REQUIREMENTS. BRACED WALL PANELS SHALL START AT NOT MORE THAN 8
FEET FROM EACH END OF A BRACED WALL LINE. BRACED WALL LINES SHALL
BE IN LINE OR OFFSET FROM EACH OTHER NOT MORE THAN 4 FEET. WALLS
SHALL EITHER OF THE FOLLOWING:
*. MIN. 5/16" WOOD STRUCTURAL PANEL SHEATHING (CDX OR OSB OR
EQUAL) ON STUDS SPACED NOT OVER 16" O.C. AND NAILED WITH MIN.
6d COMMON AT 6" O.C. PANEL EDGES AND 12" O.C. IN FIELD. EACH
BRACED WALL PANEL SHALL BE A MIN. OF 48" LONG. 2X BLKG AT
'PANEL EDGES, 1/2" X 10" ANCHOR BOLTS (A.B.) AT 48" O.C., 2X
P.T.D.F. SILL WHERE BEARING ON CONC. FQUNDATION.
OR
* GYPSUM BOARD (GYP. SHEATHING MIN. 1/2" THICK X 4_' WIDE)
ON STUDS SPACED NOT OVER 24" ON CENTER AND NAILED AT 7
INCHES ON CENTER WITH 6d COOLER OR WALLBOARD NAILS.
EACH BRACED WALL PANEL SHALL BE AT LEAST 96 INCHES IN
LENGTH WHEN APPLIED TO ONE FACE OF THE BRACED WALL PANEL
(a'fPAND AT LEAST 48 INCHES IN LENGTH WHEN APPLIED TO BOTH
FACES.
* THIS WALL PANEL CONFORMS WITH THE ALTERNATE BRACED WALL PANEL
PER SECTION 2326.11.4 OF THE 1994 UBC ALSO. THIS BRACED WALL
PANEL SHALL BE A MINIMUM OF 2'�-8" LONG WITH MIN. 4X POSTS AT
EACH END OF THE SHEARWALL. THE 4X SHEARWALL POSTS SHALL BE
SECURED TO THE FOUNDATION WITH HOLDOWN ANC,40 `:`WITH A MIN.
TENSION CAPACITY OF 1800 LBS. (HD2A OR GREAT�f)
3/8" CDX OR OSB_
2 8d COMMON OR 0.131 X 2-1/4" P -NAILS
6" O.C. EDGE NAILING (E.N.)
12" O.C. FIELD NAILING (F.N.)
2X BLKG @ PANEL EDGES
1/2"•X 10" ANCHOR BOLTS (A.B.) @ 48" O.C.
2X P.T.D.F. SILL WHERE BEARING ON CONC. FOUNDATION
* 3/8 C.D.X. OR O.S.B. -- BOTH SIDES!
* 8d COMMON OR 0.131 X 2-1/4" P -NAILS
* 4" O.C. EDGE NAILING (E.N.•)
* 12" O.C. FIELD NAILING (F.N.)
* MIN. 2X BLKG.@ PANEL EDGES
* 5/8" X 12" ANCHOR BOLTS (A.B.) @ 16". O.C.
* 2X P.T.D.F. SILL WHERE BEARING ON CONC. FOUNDATION
* CAPACITY = 760#/LF, SEE SHEAR TRANSFER DETAILS
•s
1. SEE FOUNDATION PLAN FOR HOLDOWN AND SHEARWALL CHORD/POST
REQUIREMENTS.
2. THE HATCHED PORTION OF THE WALL SHALL COMPLY WITH THE
REQUIREMENTS OF THE,SHEAR WALL SCHEDULE. OTHER PORTIONS OF
THE WALL SHALL BE SHEATHED WITH A CORRESPONDING PLYWOOD
THICKNESS AND SECURED PER MINIMUM NAILING REQUIREMENTS (ie. 6"
O.C. E.N. AND 12" O.C. F.N.)
3. ANCHOR BOLTS SHALL BE PLACED WITHIN 12 INCHES..OF ALL SPLICES,
ENDS AND CORNERS. THE MAXIMUM ANCHOR BOLT SPACING SHALL BE
V -0" ON CENTER.
4. ALL HARDWARE SHALL BE BY SIMPSON STRONG -TIE UNLESS OTHERWISE
NOTED. FASTENERS USED ON THIS HARDWARE SHALL BE AS
RECOMMENDED BY THE MANUFACTURER FOR THE HIGHEST LOAD SHOWN.
5. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF -A WALL, PANEL JOINTS
SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS.
6. TOP PLATE SPLICE GENERAL NOTE:
SPLICE ALL TOP PLATE SPLICES AS NOTED IN THE DETAILS. WHERE
NOT NOTED. TOP PLATE SPLICES SHALL HAVE 12-16D ON EACH SIDE
OF EACH TOP PLATE SPLICE TYPICAL AT BRACED/SHEARWALL•LINES.
SHEARWALL AND HORIZONTAL DIAPHRAGM NOTES
THE NAILING AND CONNECTION REQUIREMENTS LISTED IN THE SHEARWALL
SCHEDULE, ie. EDGE NAILING (E.N.), FIELD NAILING (F.N.),
SILL/BOTTOM PLATE BOLTING (S.P.B.) ARE THE REQUIREMENTS FOR EACH
APPLICABLE DETAIL (SEE PLANS) IN CONJUNCTION WITH THE APPLICABLE
DIAPHRAGM TYPE INDICATED BY THE SYMBOL IN THE SCHEDULE (SEE PLANS).
EXCEPT WHERE THE PLANS OR DETAILS._.INDICATE, THE MORE STRINGENT
CONNECTIONS SHALL GOVERN.
ALL DIAPHRAGM SHEATHING JOINTS REQUIRING EDGE NAILING (E.N.) SHALL
OCCUR'ON A COMMON SOLID BACKING MEMBER SUCH AS RAFTERS, .TRUSSES,
JOISTS, BEAMS, STUDS, POSTS, PLATES BLOCKING, TIES, DRAG STRUTS AND
ETC.... THE SHEATHING JOINTS AND REQUIRED EDGE NAILING SHALL BE
COORDINATED TO PROVIDE AT LEAST 3/8" EDGE DISTANCE FOR NAILING INTO
BOTH SHEATHING AND THE BACKING MEMBER. IN NO CASE SHALL BACKING
4
MEMBERS BE LESS THAN 1-1/2" THICK.
PROVIDE BLOCKING UNDER ALL UNSUPPORTED SHEATHING JOINTS IN
SHEARWALLS AND WHERE CALLED FOR AT UNSUPPORTED JOINTS IN HORIZONTAL
DIAPHRAGMS.
THE SPECIFIED EDGE NAILING SHALL OCCUR AT ALL BLOCKED SHEATHING
EDGES. AT SHEARWALLS, THE SPECIFIED EDGE NAILING IS REQUIRED TO
THE FULL LENGTH OF ALL POSTS, HOLDOWN POSTS, KING STUDS; AND TO ALL
SILL/BOTTOM PLATES, UPPER TOP PLATES (CAP PLATES) AND WHERE
OTHERWISE REQUIRED BY THE PLANS AND DETAILS.
AT ROOF AND FLOOR SHEATHING (HORIZONTAL DIAPHRAGMS), THE SPECIFIED
EDGE NAILING IS REQUIRED (EVEN IN THE ABSENCE OF SHEATHING JOINTS)
TO ALL EAVE BLOCKING AT THE PERIMETER WALLS, TO ALL BLOCKING,
JOISTS, RAFTERS, OR OTHER FRAMING MEMBERS IN OR OVER INTERIOR OR
EXTERIOR SHEARWALLS; AND TO ALL DRAG STRUTS/TIES OR OTHER
DESIGNATED COLLECTORS/TIES AND WHERE OTHERWISE REQUIRED BY THE
PLANS AND DETAILS.
l.:'.i"`SY.:•"'.-c'�'Fc r•.-Y..+.r r .:...:oaf'.. . _r +T ••c : Y. ,P z:; .. ..:m_ .. . t ...e +...
72►,7�
1
. 24.10
77 .
►� i = 7z 1..7 x .1
aoj
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BEAM p, ON L I NE SPAN "L x
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BEAM ON LINE G 5PAN "L
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DEAD LOADS..
5
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ESTRADA ENGINEERING
728A PLUMAS ST.
-.YUBA CITY, CA 95991
PH. (916) 674-1681
FAX (916) 671-5257
I IMBER JOIST & RAFTER DESIGN
01/19/97 Page:
Y
01/19/97 Page:
V4.4B (c) 1983-95 ENERCALC
Estrada Engineering, KW060429
Alt(-
b1
B2
133
64
B5
DESIGN DATA
1
2
3
4
5 -
Timber Section
---
....Depth
in
9.50
7.50
7.50
11.25
11.25
....Width
in :
3.50
5.50
5.50
3.50
3.50
Le: Unsupp
ft :
2.67
2.00
2.00
1.00
2.67
Fb- Allow
psi
2900.00
875.00
875.00
875.00
875.00
Fv- Allow
psi
290.00
85.00
85.00
95.00
95.00
Elastic Mod.
ksi
2000.00
1300.00
1300.00
1600.00
1600.00
Load Duration Factor
1.00
1.00
1.00
1.00
1.00
Stress Ratio
->>
0.44
0.76
0.46
0.90
0.98
CENTER SPAN
-OK-
-OK-
-OK-
-OK-
-OK-
Span Length
ft :
10.50
6.50
6.50
11.50
12.25
Uniform DL
plf :
254.00
334.00
208.00
204.00
80.00
LL
plf :
152.00
208.00
120.00
88.00
200.00
RESULTS
Mmax @ Cntr
k -in
67.14
34.35
20.79
57.93
63.03
X -Dist
ft :
5.25
3.25
3.25
5.75
6.12
REACTIONS
Left: Dead Load
# :
1333.50'
1085.50
676.00
1173.00
490.00
Live Load
# :
798.00
676.00
390.00
506.00
1225.00
Right: Dead Load
# :
1333.50
1085.50
676.00
1173.00
490.00
Live Load
# :
798.00
.676.00
390.00
506.00
1225.00
STRESSES
-OK-
-OK-
-OK-
-OK-
-OK- '
Fb.. Allow
psi
2900.0
875.0
875.0
875.0
875.0
Fb.. Actual
psi
1275.4
666.2
403.1
784.6
853.7
Fv.. Allow
psi
290.00
85.00
85.00
95.00
95.00
Fv.. Actual
psi
82.05
52.10
31.53
53.73
55.75
DEFLECTIONS
Center... Dead Load
in
-0.139
-0.053
-0.033
-0.121
-0.061
X -Dist
ft :
5.25
3.25
3.25
5.75
6.12
DL Ratio
907
1462
2347
1142
2410
Live Load
in
-0.083
-0.033
-0.019
-0.052
-0.152
X -Dist
ft :
5.25
3.25
3.25
5.75
6.12
LL Ratio
1516
2347
4068
2648
964
Total Defl
in :
-0.222
-0.087
-0.052
-0.173
-0.213
X -Dist
ft :
5.25
3.25
3.25
5.75
6.12
Ratio
568
901
1488
798
689
V4.4B (c) 1983-95 ENERCALC
Estrada Engineering, KW060429
H -J I ON LINE Wt �7Llv 7
_ SPAN Ll' =
DEAD -LOADS o,
�►�t � _ 'lav
a
a
a
L I VE LOADS
Nod
X. iT /? 70 c.F—
a
a
BEAM ON LINE
DEAD LOADS
P�
a
_
I—v= a7�-Xi,o, ?7 r- 1 Yl e,
Mj
SPAN "L"=
a Sr
Dt�,V 2x4 T2.tl�a�.��e`_f�r�
i
{ r
m i
-------------
_.._
ON L I NE �.
2, S J'
DEAD LOADS
A
LIVE LOADS
. 4-s lio -qtr
_
a
Q
SPAN ►LOU ► ��"
"/I b
mmmmmmmmmm
■mmmtmm�
1
!�
t
SEAM ON. L INE 0 SPAN " L"=
DEAD LOADS
LIVE LOAD5
a
a
ESTRADA ENGINEERING I Z/
728A PLUMAS ST.
YUBA CITY, CA 95991
PH'. (916) 674-1681
FAX (916) 671-5257
Date: 01 19/97 Page:
TIMBER JOIST & RAFTER DESIGN "
Z�
H1 H2 H3
DESIGN DATA 1 2 3 -
Timber Section -- _
"...Depth in : 7.25 14.00 11.50
....Width in 5.50 3.50 5.50
Le: Unsupp ft : 2.00 2.00 1.33
Fb- Allow psi 875.00 2900.00 875.00
Fv- Allow psi 85.00 290.00 95.00
Elastic Mod. ksi 1300.00 2000.00 1600.00
Load Duration Factor 1.25 1.25 1.00
Stress Ratio -> > : 0.53 0.62 0.58
CENTER SPAN -OK- -OK- -OK-
Span Length ft : 6.50 16.50 6.50
Uniform DL plf : 270.00 375.00 413.00
LL plf : 170.00 240.00 550.00
`. RESULTS "-
Mmax @ Cntr k -in : 27.88 251.15 61.03
X -Dist ft : 3.25 8.25 3.25
REACTIONS
Left: Dead Load # : 877.50 3093.75 1342.25
Live Load # : 552.50 1980.00 1787.50
Right: Dead Load # : 877.50 3093.75 1342.25
Live Load # : 552.50 1980.00 1787.50
STRESSES -OK- -OK- -OK-
Fb.. Allow psi 1093.8 3563.4 875.0
Fb.. Actual psi 578.7 2196.7 503.4
Fv.. Allow psi 106.25 362.50 95.00
Fv.. Actual psi 43.75 132.54 52.45
DEFLECTIONS
Center... Dead Load in : -0.048 0.391 -0.015
X -Dist ft : - 3.25 8.25 3.25
DL Ratio 1633 507 5245
Live Load in -0.030 --0.250 -0.020
X -Dist ft :. 3.25 8.25 3.25
LL Ratio 2594 792 3938
Total Defl in -0.078 -0.641 -0.035
X -Dist ft : 3.25 8.25 3.25
Ratio 1002 309 2249
V4.46 (c) 1983-95 ENERCALC Estrada Engineering, KW060429
2- Ix,
X_ -a
I IMI, H I I I I I t
-1 1 1 ( I I A I
K-- --A
-NST*A-0 'Of-CA*jTj
T -b
6SA-"
3 *LLf � P-�
- - ----- ---
ESTRADA ENGINEERING
728A PLUMAS ST.
YUBA CITY, CA 95991
PH. (916) 674-1681
FAX (916) 671-5257
Date: 01 /17/97
Page:
TIMBER JOIST & RAFTER DESIGN
fir joist
case 1
case 2
case 3
DESIGN DATA
1
2
3-
Timber Section
-
-
....Depth
in
11.25
11.25
11.25
....Width
in :
1.50
1.50
1.50
Le: Unsupp
ft :
1.00
1.00
1.00
Fb- Allow
psi ,;
1006.00
1006.00
1006.00
Fv- Allow
psi
95.00
95.00
95.00
Elastic Mod.
ksi
1600.00
1600.00
1600.00
Load Duration Factor
1.00
1.00
1.00
Stress Ratio
->>
0.97
0.53
0.96
CENTER SPAN
-OK-
-OK-
-OK-
Span Length
ft :
15.00
15.00
15.00
Uniform DL
plf :
13.30
13.00
13.00
LL
plf :
53.00
53.00
0.00
CANTILEVER SPAN'
Cantilever Length
ft :
6.00
6.00
6.00
Partial Length DL
plf
13.30
13.00
13.00
LL
plf :
53.00
53.00
X-Left
ft :
0.00
0.00
0.00
X-Right,
ft :
6.00
6.00
6.00
Point DL
# :
396.00
396.00
396.00
LL
# :
275.00.
275.00
X-Dist
ft :
2.00
2.00
2.00
RESULTS
Mmax @ Cntr,
k-in :
16.62
16.54
0.39
X-Dist
ft :
6.50
6.50.
2.20
Moment @ Cant Support
k-in :
-30.42
-12.31
-30.36
REACTIONS
Left: Dead Load
# :
30.99
29.10
29.10
Live Load
# :
297.23
397.50
-100.27
Right: Dead Load
#':
644.31
639.90
639.90
Live Load
# :
1090.77
397.50
693.27
STRESSES
-OK-
-OK-
-OK-
Fb.. Allow
psi
994.4
994.4
994.4
Fb.. Actual
psi
961.6
522.9
959.5
"
Fv.. Allow
psi
95.00
95.00
95.00
Fv.. Actual
psi
89.35
44.80
89.21
DEFLECTIONS
Center... Dead Load
in :
0.041
0.041
0.041
X-Dist
ft :
10.10
10.10
10.10
DL Ratio
4422
4360
4360
Live Load
in :
-0.087
-0.212
0.132
X-Dist
ft :
6.30
7.50
8.70
LL Ratio
2066
849
1366
Total Defl
in :
-0.060
-0.177
0.172
X-Dist
ft :
5.30
7.00
9.00
Ratio
3011
1015
1049
Cantilever... Dead Load
in :
-0.159
-0.158
-0.158
Ratio
908
910
910
Live Load
in
-0.071
0.272
-0.345
Ratio
.2016
529
417
Total
in :
-0.230
0.114
-0.504
Ratio
626
1262
286
., V4.4B (c) 1983-95 ENERCALC
Estrada Engineering, KW060429
•ESTRADA ENGINEERING r I S/fa
728A PLUMAS ST. I f ((Ac , C, " Ot La
YUBA CITY, CA 95991 l
PH. (916) .674-1681
FAX (916) 671-5257
Date: 01/19/97 Page:
deck joist
I O �ST
DDESIGN
DATA.
1 —
40/�� �"� `
Timber Section
....Depth
in :
7.25 �,.�-`
�r- ZX e)
P�a
....Width
in :
3.00
Le:'UnsupAllow,
0.50l-
ift
2X 2
Fb- Allows/
psi
1006.0
�21�� a. ((g"0 L
°�V Z IIO,C
Fv- Allow
Elastic Mod.
psi
ksi
95.00
1600.00
4'�CQ��/
Load Duration Factor
1.00
Stress Ratio
->>
0.76
'
CENTER SPAN
-OK-
Span Length
ft :
10.00
Uniform DL
plf :
26.70
LL
plf :
107.00
RESULTS
Mmax @ Cntr
k -in
20.05
X -Dist
ft :
5.00
REACTIONS
Left: Dead Load
# :
133.50
Live Load
#
535.00
Right: Dead Load
#
133.50
Live Load
#
535.00
STRESSES
'OK-
Fb.. Allow
psi
1006.0
Fb.. Actual
psi
763.1
Fv.. Allow
psi
95.00
Fv.. Actual
psi
40.57
.
DEFLECTIONS
Center... Dead Load
in ,:
-0.039
- X -Dist
ft - 5.00
DL Ratio
3045
Live Load
in
-0.158
X -Dist
ft :
5.00
LL Ratio
760
Total DefI
in
-0.197
X -Dist
ft :
5.00
Ratio
608
V4.4B (c) 1983-95 ENERCALC Estrada Engineering, KW060429
T.110 Joist Residential Floor Span Charts
40 PSF LIVE LOAD, 10 PSF DEAD LOAD (12 PSF DEAD LOAD AT TJI@/55 DF JOISTS)
(Example: Sin'gle layer glue -nailed wood sheathing and direct applied ceiling)
L/360 LIVE LOAD DEFLECTION (Code Minimum) L/480' LIVE LOAD DEFLECTION
-XmIs
&-bt-T110,
101
"proev'r, P S PkC I N�PRAta=.gft
24".
5
SE E
X..
,
:
12'-10"
L11kTA kRt4%.
24" o.c.
15'-8L
—14'-4"
12'-9"
1
MoFTJP/25�DF-
12'-1"
18'-9"
-17'-2" J
16'-3"
15'-0"
,
13'-7-
19%7"
17'-11" 1
16'-11"
- 16'-3"
14' - I
12'-0"
20'-11"
18'-1"
16'
18'-2"
--
,,TJIN,15;DFi:
22'-4"
20'5"
1 -
-T57-0--
17'-5"
115-0y'
TJI0135 DF
u-
1 9,_3.
16-2"
,XJQDk25: D
23'-4"
21
(Y-InVr-
18'-9"(s)
8'_9"(6)
---1-9-7
' ..TJIO/35*DF,.'
25'-3"
�231
X24'-7"
20'-2" (6)
7T27207-7"
_TJIQ1155-DF,.
28'-8- 1
%itVLq '�_ Y
22'-10"
0 .7-ji)
F.
26
DF
22'-10"(s)
18'-11" (6)
27---2"(5)(s)_
-TJIN35,13F,�
28'-F'
IR 6,
24'-7"(6)
21'-3"(6)
.TJIT/55. DF,
32'-6"
29'-7"
2T-11
25-11 "(5)(6)
25' 9"16)
25' 9"(6)
25'-2"
TJI'3725 DE,
29'-5-
26 7'1T" (6'
379-("
18% 11"(s)
16" -e;._dTJI'V35
DF,
11-91,
28'-11"(6)
26_7"(6)
21'-3"(s)
TJI'1/55 DF
36-0- 1
32'-9"
30'-10"(5)
26* -9- (5)(6)
40 PSF LIVE LOAD, 22 PSF DEAD LOAD (24 PSF DEAD LOAD AT TJ1@/55 DF JOISTS)
(Example: Single layer glue -nailed wood sheathing with 11/2" lightweight concrete and direct applied ceiling) - '
L/360 LIVE LOAD DEFLECTION (Code Minimum) L/480 LIVE LOAD DEFLECTION r_47
_-JOIST:'--;
'.DEPTH a,
t SERIES.'7y;-0.0
O.C. SPACING
-16�o —C.-
24".
CING
SE E
X..
,
:
12'-10"
11'-6'
24" o.c.
aa I !/ P 6
18'-7"
16'-8"
16-2"
12'-1"
11'-6"
- T5"•DF! P,
17'-0"
_-8-
1T-8"
14'-8"
13'-7-
';TJI!/25'DF_.*
18, -101,
—
- 16'-3"
14' - I
12'-0"
12'-11"
TJI0/15 DF.
-fJ--
19'-3"F
18'-2"
--
14T67--6- '-9"
7
/all
QWA&P.
1 -
20- 1,
17'-5"
115-0y'
TJI0135 DF
-11"
1 9,_3.
16-2"
16' 11"1st
FJI!136 DF
�22_10"
—20'-9-
---1-9-7
_T_
a7
-1 7-7
-2,6,
iTJI1b/55-DF_2511"
"/55 DF
-fJ—[-/25DF
!Z4 (6)
7T27207-7"
_2-
'11-;TJI0/35DF,
�TJI?!25:DF,-'.
24'-5"__
to-
0 .7-ji)
_17'2"M
`5 M�11K'413Y
DF
DF
_YJ
�3-7-
27---2"(5)(s)_
21--5"(5)
IT -2-16)
-.'-TM/551DF,
29 -5�
--T67-9--
19'. 1 "(6)
25'-2"(5)
21--915116)
TJ10/35 DF
—7-
25' 9"16)
25' 9"(6)
25'-2"
1 23'-4"P
�,-:1J-10/25'DF
TJIID/55 DF
267
--2473--
7'-10"(6)
-22
18'
6.
:TJI-135 DF,
28'-8"
21'-3"(6)
21-415)16)
'TJI-/55 DF
32'-6"29'-7"
40 PSF LIVE LOAD, 22 PSF DEAD LOAD (24 PSF DEAD LOAD AT TJ1@/55 DF JOISTS)
(Example: Single layer glue -nailed wood sheathing with 11/2" lightweight concrete and direct applied ceiling) - '
L/360 LIVE LOAD DEFLECTION (Code Minimum) L/480 LIVE LOAD DEFLECTION r_47
_-JOIST:'--;
'.DEPTH a,
t SERIES.'7y;-0.0
O.C. SPACING
-16�o —C.-
24".
CING
-TJI0/Pro-!:
16'-3"
1471"
12'-10"
11'-6'
24" o.c.
-.TJla/15 DF
18'-7"
16'-8"
16-2"
12'-1"
11'-6"
TJI-/25 DF
15 DF,
_-8-
1T-8"
16-3
14'-8"
18, -101,
—
- 16'-3"
14' - I
12'-0"
12'-11"
TJI0/15 DF.
-fJ--
221-1.
_7T3
18'-2"
16'-3"
12'-1"
7
/all
[/25 DF
1 -
20- 1,
9A
15'-3"(6)
TJI0135 DF
-11"
2
18'-2"(6)
17%2"(6)
TJ111/55 DF
DF
22'-10"
24'-0"(5)
-1 7-7
-2,6,
TJP/25 DF
'f_JP/35
"/55 DF
-fJ—[-/25DF
!Z4 (6)
19'71..(6)
15-21"(6)
20'-7"(5)
DF
_fJI-/55
28'
;Y215' -9"(s)
21'-5"(6)
_17'2"M
15-3-161
DF
DF
_YJ
28'-11-(s)
27---2"(5)(s)_
21--5"(5)
IT -2-16)
TJV '/25 DF
28 -10-(6)
22'.11"(6)
19'. 1 "(6)
25'-2"(5)
21--915116)
TJ10/35 DF
31'4"(6)
"i `±
25' 9"16)
25' 9"(6)
21'-5"(6)
TJIID/55 DF
2-
3=5
�32
_ "MW
2�
21'-9"(5)(61
t -91 1 - lu -au uvu Ludu ueuection cnarts will usually provide better floor performance than the L/366 Live Load Deflehon charts, the resulting performance
still may, not be adequate for, your -project. See I page 3 for A . WORD ABOUT FLOOR PERFORMANCE, or contact your Trus J'
assistance. oi.st MacMillan representative for
GENERAL NOTES:
1. Span charts assume composite action with single layer of the appropriate span -fated, glue -nailed wood sheathing for deflection only.
Spans shall be reduced 5" where sheathing panels are nailed only.
2. Spans shown are clear distances be'tw'ee'n supports and reflect the most restrictive of simple or multiplli
indlude'allowable increases for repetitive member use. e span appcatibn8, based on uniformly loaded joists and
3. For I' ading conditions not shown, refer to allowable uniform load tables onPage 14.
,
WEB STIFFENER REQUIREMENTS
.End Bearings: -Web stiffeners are not required at.end bearings of TJI" floor joists listed in this guide except in hangers 'whcOthe- follow
4. All Joists: Web stiffeners are required in hangers when the sides of the hanger do not laterally support the TJI® joist top flange' ing conditions exist.
5. TJP1/5 1 5 DF Joists Only: Webstiffeners are -required in h . angers when I . he T,110/55 DF joist span is greater than the spans shown in the following chart:
40 PSF LIVE LOAD, 12 ::1: DEAD ULOAD 40 PSF LIVE LOAD, D.* 24 P
!,-12-,, _.1L2
F
LL� :!
I— 24'.O.C1�1
Not Required. I Not Required, 28'-8" 22'-11 Not Required I - 28-0"1 _&7—
23'-3-
6. Intermediate Bearings: At intermediate supports where the joists are continuous span; web stiffeners are required only if the intermediate bearing width is'less ,
than 51/4" and the span on either side of the i6term6diate bearing is
greater than the span's shown in the following chart:
'i t0t-'L1Vt LUAL),.10 PSF DEAD, LOA
40 PSF LIVE, LO 22 PSI; DEAD _LOAD�'�..-,�
_�'SERIES..i,!2 I I l�i W
h I 'I
f'1�24"_o.c.�.', I-..12'o.c. -.16"..o.c o.c.. - 24"
.TJ119/Pro�.. WEB STIFFENERS NOT REQUIRED WEB STIFFENERS
TJR/15 DF WEB STIFFENER NOT REQUIRED NOT TT661RED
WEB STIFFENERS NOT REQUIRED
'TJI1i`/25 DF 1 Not Required 24%3" 20'-2" _161- 26'-1" 19* -6" 16'-3" 12'-11"
TJIm/35 DF Not Required 27'-8" 23'-1" 18'-5" 29'-9" 22'-4" 18'-7" 14.'-10"
TJP/55 DF Not Required I Not Required Not Required _25%8" Not Required 1 31'-4" 26'-1" 20'-10"
12 PSF Dead Load at TJI,/55 DF joists. -24 PSF Dead Load at TJPY55 DF joists
7. Long term deflection under dead load which includes the effect of creep, common to all wood members, has not been considered for any of the ab . ove applica-
tions. shaded spans reflect initial dead load deflection exceeding 0.33'% which may be unacceptable. For additional information contact your Trus Joist
MacMillan representative.
Page 5
-"JOIST."-,
;-0.0 SPACING
CING
-DEPTH,',,
.-„SERIES',` o.c.
6.19" 6
19.2" I.C.
24" o.c.
TJI0/Pr;7f-.
16--2-
12'_1011
11'-6"
15 DF,
17'-0"
14'-8"
-TJP/25 DF
17'-9"
2
15'-3".
12'-11"
�TJIIVP ro'-
16'-3"
4-101,
1'
12'-0"
20%3"
18'-2"
:15'-2"12'-1"
TJIb/25 DF
_YJ11/35
21'-1"
19'-3"
18'-2"(6)
115-3"(6)
DF
22'-10"
-1 7-7
-2,6,
"/55 DF
-fJ—[-/25DF
5-11.
23'-7"
2-2-
20'-7"(5)
_fJ_1-/35
—191111(6)
15-3-161
14"
DF
_YJ
25'-1 1"
23'-7-(6)
21--5"(5)
IT -2-16)
ID/55 DF
29'-5-
26'-9"
25'-2"(5)
21--915116)
TJI-/25 DF
26'-7"(6)
22'-11"(6)
'16"
Jli/_35DF
28'-8"
97)
1,'-5-(6)
IT -2"M
TJI19/55 DF
27' -2 -(*116).
21-415)16)
t -91 1 - lu -au uvu Ludu ueuection cnarts will usually provide better floor performance than the L/366 Live Load Deflehon charts, the resulting performance
still may, not be adequate for, your -project. See I page 3 for A . WORD ABOUT FLOOR PERFORMANCE, or contact your Trus J'
assistance. oi.st MacMillan representative for
GENERAL NOTES:
1. Span charts assume composite action with single layer of the appropriate span -fated, glue -nailed wood sheathing for deflection only.
Spans shall be reduced 5" where sheathing panels are nailed only.
2. Spans shown are clear distances be'tw'ee'n supports and reflect the most restrictive of simple or multiplli
indlude'allowable increases for repetitive member use. e span appcatibn8, based on uniformly loaded joists and
3. For I' ading conditions not shown, refer to allowable uniform load tables onPage 14.
,
WEB STIFFENER REQUIREMENTS
.End Bearings: -Web stiffeners are not required at.end bearings of TJI" floor joists listed in this guide except in hangers 'whcOthe- follow
4. All Joists: Web stiffeners are required in hangers when the sides of the hanger do not laterally support the TJI® joist top flange' ing conditions exist.
5. TJP1/5 1 5 DF Joists Only: Webstiffeners are -required in h . angers when I . he T,110/55 DF joist span is greater than the spans shown in the following chart:
40 PSF LIVE LOAD, 12 ::1: DEAD ULOAD 40 PSF LIVE LOAD, D.* 24 P
!,-12-,, _.1L2
F
LL� :!
I— 24'.O.C1�1
Not Required. I Not Required, 28'-8" 22'-11 Not Required I - 28-0"1 _&7—
23'-3-
6. Intermediate Bearings: At intermediate supports where the joists are continuous span; web stiffeners are required only if the intermediate bearing width is'less ,
than 51/4" and the span on either side of the i6term6diate bearing is
greater than the span's shown in the following chart:
'i t0t-'L1Vt LUAL),.10 PSF DEAD, LOA
40 PSF LIVE, LO 22 PSI; DEAD _LOAD�'�..-,�
_�'SERIES..i,!2 I I l�i W
h I 'I
f'1�24"_o.c.�.', I-..12'o.c. -.16"..o.c o.c.. - 24"
.TJ119/Pro�.. WEB STIFFENERS NOT REQUIRED WEB STIFFENERS
TJR/15 DF WEB STIFFENER NOT REQUIRED NOT TT661RED
WEB STIFFENERS NOT REQUIRED
'TJI1i`/25 DF 1 Not Required 24%3" 20'-2" _161- 26'-1" 19* -6" 16'-3" 12'-11"
TJIm/35 DF Not Required 27'-8" 23'-1" 18'-5" 29'-9" 22'-4" 18'-7" 14.'-10"
TJP/55 DF Not Required I Not Required Not Required _25%8" Not Required 1 31'-4" 26'-1" 20'-10"
12 PSF Dead Load at TJI,/55 DF joists. -24 PSF Dead Load at TJPY55 DF joists
7. Long term deflection under dead load which includes the effect of creep, common to all wood members, has not been considered for any of the ab . ove applica-
tions. shaded spans reflect initial dead load deflection exceeding 0.33'% which may be unacceptable. For additional information contact your Trus Joist
MacMillan representative.
Page 5
• `ESTRADA ENGINEERING
728A PLUMAS ST.
YUBA CITY, CA 95991
PH. (916) 6741681
FAX (916) 671-5257
RESTRAINED RETAINING WALL DESIGN
garage retaining wall
LA.n Date: 01/19/97
► �L:D
)'"0
Page:
WALL DATA
-T- FOOTING
DATA
SOIL DATA
Retained Soil Ht.
4.50 ft
F oting Thickness
=
10.00 in
Allow. Soil Bearing =
1000 psf
Ht. Above Top Support =
0.50 ft
ToWidth
Heel Width
=
1:OTft
--Active Fluid Press =
30 pcf
=
1.00 ft)
Design Fluid Press =
30.00 pcf
Dist: Ftg. To Top Support =
4.50 ft
Total Footing Width
=
.00 ft
Backfill Slope =
0.00 :1
Total Wall Height =
5.00 ft
Passive Lateral
=
150.0 psf
Fixity @ Base of Wall =
0%
Key Depth
=
0.00 in
Soil Density =
120.0 pcf
VERTICAL LOADS
Key Width
=
0.00 in
Soil Ht Over Toe =
18.00 in
Axial DL on Stem =
240.0 plf
Key Dist. to Toe
=
0.00 ft
Axial LL on Stem =
345.0 plf
SUMMARY
:..EccenViciry =
3.00 in
Pressure @ Toe
=
875.7 psf
Ecc. of Resultant =
0.12 in
Surcharge over Toe _ _
0_0 psf
Pressure @ Heel
=
823.3 psf
Kern Distance =
4.00 in
SSurcha�ge over Heel = .
_
367.0 psf
Allowable Press.
1000.0 psf
Footing One Way Shear:
•/" LATERAL LOADS
Sliding F.O.S.
1.62 :1
@ Toe -
8.18 psi
Lateral Load Acting on
@ Heel =
0.00 psi
Stem above soil =
0.0 psf
Restraint Force Req'd
Allowable Shear =
76.0 psi
Add'I Lateral Load =
0.0 plf
at Top of Wall
=
336.4 #
Footing Overturning
- ....Top Ftg to load start =
0.00 ft
Additional Restraint
Stability Ratio =
5.6911
....Top Ftg to load start =
0.00 ft
Req'd at Bottom
-
0.0 #
SLIDING. CHECK @ BASE
FOOTING DESIGN
Soil Press. Mult.
Toe
Heel
f'c =
2000 psi
Ftg/Soil Friction =
0.250
by ACI 9-1
= 1279
1203 psf
Fy =
40000 psi
Soil to Neglect =
0.00 in
Mu - Upward
= 633
67 ft-#
Min. Asteel % -
0.0014%
Factor of Safety =
1.62 :1
Mu - Downward
= 213
80 ft-#
Lateral Pressure =
513.2 #
Mu - Design
= 420
-13 ft-#
Rebar Choices
- Passive Pressure =
408.3 #
One -Way Shear:
Toe
Heel
- Friction Pressure =
424.7 #
Actual
= 8.2
0.0 psi
#4 @ 28.57
28.57 in
Addn'l Force Req'd =
0.0 #
Allow'.85
= 76.0
76.0 psi
#5 @ 44.29
44.29 in
Cover over Rebar
= 5.00
5.00 in
#6 @ 48.00
48.00 in
Ru. = Mu/bd'
= 19
1 psi
#7 @ 48.00
48:00 in
_.
As Req'd _
= 0.08
. OA8 in2
#8 @ 48.00
- 48.00 in
#9 @ 48.00
48.00 in
STEM DESIGN DATA
STEM SECTION
DESIGNS
Stem Material Masonry
NOTE if Maximum
Moment Occurs at 1.92 ft above Top of Footing
Em = f'm
750
Toa
.8 Ht
.6 Ht .4 Ht 2 Ht
Bottom
n : Modular Ratio =
25.78
OK
OK
OK OK OK
OK
- Allowable Fa =
149.4
Dist. above Ftg
4.50
3.60
2.70 1.80 0.90
0.00 ft
Nominal Wall Thick. =
8.00 in
Bar Size _4J00--A
o0
4.00 4.00_W M�4.Q0!
_4.00
.1500 psi
RebaL..�pacinp _..._._,,.24;
0_ - __.. ?4 0,,,. -
.24.0.-•.--,--_24:0 24.0
�
24.0 in
Fs = 24000 psi
iRebar Location
Cgpter
Center
Center Center Center
.
Center
Load Duration Factor _
• 1.00.
Rebar 'd' Dist.
•3.75
3.75
3.75. 3:75 -3.75..
3:75 in
No Inspection Required
Tension Face
Front
Front
Front - Front Front
Front
Grout All Cells
Moments: Actual
0
116
282 329 238
0 ft-#
Use Lightweight Block
Allowable
450
450
450 450 450
450 ft-#
j
Shears: Actual
0.0
2.7
1.3 0.2 2.0
3.8 #
l
Allowable
27.4
27.4
27.4. 27.4. 27.4
27.4 #
iS
f l
(��j,d •
Wall Weight
Masonry Stem Data.....
78.00
78.00
78.00 78.00 78.00
78.00 psf
am•"!
Interaction Value
0.046
0.308
0.681 0.793 0.595
0.072
Actual fa
6.8
7.6
8.4 9.2 9.9
10.7 psi
Actual fb
6.8
63.6
154.8 181.0 130.9
0.0 psi
V4.413 (c) 1983-95 ENERCALC
Estrada. Engineering, KW060429
I
EQUIPMET INCLUDING
ALL STRUCTURES AND . R OF ANL EASEMENTS -
OVERHANGS
SHALL BE C FROG TyF SIDE AND
A SET BACK OF _ 30 FT.' C4.
3� F f. FROPIt THE RC R PROPEr�TY _.t�- "
a
FT. FROH1'CHE
ROAD
CEeITERL tl� SHALL BE
EAR OF STRUCTURES AND E'QlilFiENT EXCEPT
GL
fid FOR A 2 F1'. Ep►VE OVERHANG.,.
hi./ . ' �,. iiiiL i -, EP,
i'�i. %Y i tii�E5
Ci,if'. DE
f
t
Tim
anac
or
6: Ari
/,2
-:oo
mar 7b ..
March 31, 1997
ADDITIONAL STRUCTURAL CALCULATIONS FOR
UPPER STORY LINE 3
OWNER: STEWART
PROJECT LOCATION: BUTTE COUNTY
CONTRACTOR: Same as owner.
STRUCTURAL CALCULATIONS BY.
a �0 7 A
.0040661
Exp. 3-31-97
CIVIL
ROBERT W. ESTRADA
R.C.E. #C040661
JOB #E96-177 NO.. OF PAGES 1
Alf
lIJ
- ------- -----
4+s
u .4 3 � 21_= a 18� �'c� �aT = I ���'c�',c 9 = ! 64��
bq--
io7
IZONt -Z-X(,,
cAe— PAST To
cAp Le,-T,45c,,, 1'7 1,5:�( F2---43 .1
m L .5T; o (c L 0
. DeT;bk
All
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utte ount
tallo 0 F
�;ar(,leA L FA(r(= ,^rig
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
Michael Stewart 7 COUNTY
CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397
P.O. Box 417
TELEPHONE: 1916) 538-7541
Bangor, CA
FAX: (916) 530-2140
Re: Single Family Residence
Date: 3/31/97
A.P. No. 028-044-025
Permit #97-0467
With reference to the above subject, attached is:
[x] Plan Check List
[ ] Red Marked Calculations
[ ] Red Marked Plans
[ ] Other:
Action Required:
[x] Comply with plan check list
[x] Resubmit Plans with revisions as requested
[x] Resubmit calculations with revisions as necessary
[ ] Return originally submitted material
Should you have any questions, don't hesitate to contact
me at (916) 538-7541 Monday
through Thursday between 1:00 PM and 4:00 PM.
Sincerel��
Plan Check in
cc: Robert W. Estrada
728A Plumas Street
Yuba City, CA 95991
SUPPLEMENTAL PLAN CHECK LIST
Permit Applicant: Michael Stewart Date: 3/31/97
Permit #97-0467
Plans for the above referenced project were reviewed by this office. Please provide additional
information and/or make revisions to plans, specifications, or calculations as follows:
�An alternate braced wall panel is shown on the second floor of the plans. It is our
understanding that an alternate brace wall panel, with its foundation requirements, can
not be called .out as indicated on the plans. Please revised the plans to account for this.
Include actual wall connections you intend to use at sill.
2. Please provide specifications for the parallams shown on the plans.
There is a note on Sheet S3-1 of the plans which indicates that default headers shall be
either 6x8s or 4x12s. These members have significantly different properties. Please
provide calculations showing that the lesser of the two will handle all situations
intended.
RESIDENTIAL PLAN CHECKING GUIDE
SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY
OWNER: _ t_4 i c, a L[ S%CuaQA BUILDINGP ER: ! 7'O qo -7
PLAN CHECKER: 1- I, / W A.P. NUMBER: O Z8� 4 4 -02S
QZMAL
Zoning requirements: (side yards and number of permitted living units).
Valuation.
Plans signed by designer.
Proper description of work on application.
Existing violations on property.
Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.).
Recorded notice of violation:
PLOT PLAN:
"yY Complete parcel size and dimensions.
,2' Setbacks, side yards, easements, etc.
Other buildings or structures.
Grading, fills and/or drainage. ,
�! Flood hazard.
Special conditions on creation mip (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.).
,Y F.A.U. & F.A.S. road setback.
Building or utilities across lot lines (Record form). ;
FLOOR PLAN:
,l! Complete to scale plan with dimensions.
/y Required windows for light and ventilation (Section 1203). ,
�! Required windows for second exit (Section 310.4).
Skylights (Section 2409 & 2603.7).
J- Glazing in Hazardous Locations (Section 2406).
A— Required room sizes, ceiling heights (Section 310.6).
G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). ,
�S. Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment.
Location of water heaters, heating and cooling equipment, other electrical or gas equipment.
QGarage firewall, door size and closer (Section 302.4).
Minimum of one 3'0" exterior door (Section 1004.6). yjo 4- d Duj%ie Z 1068 cwrs
Fireplace and wood stove location, alcoves and clearance.
Smoke detectors (Section 310.9.1).
1� Plumbing fixtures, water closet clearances and shower size.
STRUCTURAL DETAII.S:
1. Conventional Construction usually Shaped Buildin Section 2326.5.4).
2. Standard bracing or engineer on 1.3).
.r Clerestory requiring aRloon framing and/or engineering.
A' Three story building requiring engineered calculations and plans.
5. Foundation plan complete enough to construct building.
6. Floor construction details complete enough to construct building.
Elevations and wall construction details complete enough to construct building.
8. Roof construction details complete enough to construct building.
Rafter ties or bearing ridge beam.
Fireplace construction details and calc. if necessary.
® Garage door and/or porch header sizes.
Stud heights.
Adobe soils - special foundation design.
Retaining walls requiring design.
,4-5' Special Inspection requirements.
16. Header size.
Sheetrock nailing inspection required?
July 1996
3.2
2
3•
s ITEMS TO LOOK OUT FOR*
Stairway details: landings, rise and run, head clearance, handrails (Section 1006).
Guardrail details (Section 509).
Brick or stone veneer (Section 1403).
Exterior plaster - weep screeds (Section 2506). ,
Proper roof pitch for roof covering (Section 1501).
,C Roof covering type - (fire hazard).
Foam insulation - protection.
36' halls and stairways.
? Living area over garage - complete I -hour separation required on garage side including supporting walls and posts.
Two exits on three - story dwellings (Section 1003).
.14'.*" Underfloor access and ventilation (Section 2317.7).
Attic access and ventilation (Section 1505).
Combustion air for fuel burning appliances - L.P.G. requirements. L
Noise requirements on duplexes.
Energy design.
1 .
,1Ef Flashing at all exterior op
C.D.F. responsible area requirements.
yn�1-ire '�` o'�
UvFa.� I SSS -
rte' � u
�Ve��' Wa11A
(see, alaIve. rw44)
July 1996
3.3
LAND DEVELOPMENT
BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No.
Tr�l�t5r)- �V2 CD. iN�
OWNERS n A.P.
NAME � 4-P i il� �' P 11 i o NUMBER:
PRINT LAST NAME FIRST
COUNTY ZONINGa
DESIGNATION: / \� FLOOD ZONE: `r C`r FLOOD MAP:
APPROVED:CONDITIONALLY APPROVED: / RESOLVE PROBLEMS PRIOR TO APPROVAL:
PARCEL CREATION BY DEEDS OR MAP 0 q �c
rt'*rrrC.E INC---A6-
DEED INFORMATION:
DATE OF CREATION:
LEGAL ACCESS PROVIDED: YES NO
COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION:
COMMENTS/CONDITION
LAN0 N
MAP INFORMATION:
AA 0 L- Y w I T I -F Co
Tvn % VL=s 1- L,^Has t30-1
DEED REFERENCE: 01 1 OZ (�3LM)
LEGAL ACCESS REQUIRED:
YES NO
3 01= 2,LM
YES NO
0t2 'T -j2_1 Vis
I. TI r LL= Co . L c rrerz-) OF 7 -VV- 2/2S/)l
DATE OF RECORDING LOT BOOK PAGE
COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT
PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW:
A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements.
CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED.
1. Maintain a 50 ft. building setback from centerline of road.
2. Maintain a ft.building setback from right-of-way/centerline of
— 3. Comply with Zoning code for building setback from road.
4. Maintain a 100 ft. leachfield setback from all existing wells.
5. Maintain a ft. leachfield setback from
— 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department.
,7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. Environmental Health
— 8. Connect to a public water supply. DEC 0 4 1996
9. Connect to a public sewer system. 7 County Center Orive
Oroville, Ca
_ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National
Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile
homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department
specifications, serves the parcel.
— 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $
12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below)
13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-701 C.
_ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of d
as statec
in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be e59dfa to the Pffww'09ry.
_ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic
safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3
requirements of the Uniform Building Code.
16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors.
X 17. Pay school impact mitigation fees.
X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte
County Code.
_ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California
Clean Air Act of 1988 as amended.
20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find
pending examination of the site by a professional archaeologist. This person would then be able to assess the site
significance and suggest appropriate mitigation measures.
21
22
23
24
25
26.
'Ala A31IM01301 aHyl
311!18 A0 UNI100
9661 Z 0 330
C13AI333H
LD 7196
c:\wP51 \FORMS. K\BLDGPERM.CLR
LAND DEVELOPMENT
BUILDING / -ENVIRONIVIENTAUNEALTH PERMIT CLEARANCE Building Permit No.
—Ta iv tFs(' l�`� �. �N�
OWNERS ff A.P.
NAME: Si --e Lk r t o NUMBER:
LA
PNT LAST NAME F=T
COUNTY ZONING
DESIGNATION: / \� FLOOD ZONE: FLOOD MAP:
APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL:
PARCEL CREATION BY DEEDS OR MAP �' q
orts�'aE PNS
DEED INFORMATION: 1`30-1
DATE OF CREATION: J% DEED REFERENCE: �O O 1 1 OZ N. LM )
LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO
COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO
COMMENTS/CONDITIONS: 0,,* - w I T 1-{ Co N3 o* 3 o l= 13 L M Y o f2 'T5 1 v tz. S T
L A N s Co C I. I=, TI r L_ t= Co . L E rr'c rt-)
MAP INFORMATION:
DATE OF RECORDING LOT.
BOO
PAGE
COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT
PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW:
A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements.
CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED.
1. Maintain a 50 ft. building setback from centerline of road.
_ 2. Maintain a ft.building setback from right-of-way/centerline of
3. Comply with Zoning code for building setback from road.
4. Maintain a 100 ft. leachfield setback from all existing wells.
5. Maintain a ft. leachfield. setback from
_ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department.
-,,7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290.
_ 8. Connect to a public water supply.
_ 9. Connect to a public sewer system.
_ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the Nationai
Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile
homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department
specifications, serves the parcel.
_ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $
_ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below
13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish &Game at 916-355-7010.
_ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $
as statec
in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be manta to d* Pbmiiiin9
Dhftim-
_ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic
safety. Mobile homes shall be constructed on a permanent, foundation system which complies with the Seismic Zone .3
requirements of the Uniform Building Code.
16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors.
X 17. Pay school impact mitigation fees.
X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte
County Code.
_ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California
Clean Air Act of 1988 as amended.
_ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find
pending examination of the site by a professional archaeologist. This person would then be able to assess the site
significance and suggest appropriate mitigation measures.
21
22
23
24.
25.
26.
'Ala
31ll18 30 N100
9661 Z 0 30
C13AI333H
LO 7196
c.\wPS I \FORMS.K\BLOGPERM.CLR
d6
97-0089841 Rec Fee 12. 00
And when recorded mail to: 1 COP 2.00
Building Division Recorded I Cash 14.00
#7 Countv Center Drive
Official Records I
Oroville, Ca. 95965
County of I
Butte I
Candace J. Grubbs I
Recorder I
10:43am 12—Mar-97 I PUBL XX 3
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the.'Butte County Code requires 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: ,3 ' /.a " y% PROPERTY OWNERS:
State of California
Countv o0o7e,
personally appeared '<Z //- P U ER w J9,q T
known to me (or proved to me on the basis of satisfactory evidence) to be the person(l) whose name(F) Woe subscribed to the
within instrument and acknowledged to me that he/3#e/est executed the same in his/ihtr/their authorized capacity(io), and
that by his/WrALmir signature(IF) on the instrument, the personW or the entity upon behalf of which the person(lo. acted,
executed the instrument.
WITNESS my hand and official seal.
LI
mM ton 07 64 _@*CWMe4*00et22.1999
OOINA410eGFt1
-® otory b — o a Cal...6" # 107m"
Coun t�iolayRblC—t�aOtomla
Sig Cal: Co . Fxplres 2211k t6
A. P.# ,2 00 - yy - e 2 ,s"
NOTE TO RECORDER: DO NOT RECORD THIS SIDE A.A.- l fo
Instructions for recording Agricultural Statement of Acknowledgement:
1. Insert the legal description of the property in the space provided on the other side of this
form. The legal description is the narrative description of the property - which will be on
your deed. If you don't have access to the deed. the Recorders Office can provide this
information. ( The description may be handwritten or typed in the space provided or attached
on a separate sheet if more space is required).
2. Property owners must sign in the presence of a Notary Public and have the form notarized.
3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25
County Center Drive, Oroville (the Administration Center building). The Recorder will
record both the original and copy. They will keep the original and return the copy to you.
Just bring the copy back to the Building Division at 7 County Center Drive.
RECORDER'S FEES: $6.00 - 1st. Page
$3.00 - Each Additional Page
RECORDER'S OFFICE HOURS: 9:00a m. - 3:00p.m. (Monday - Thursday).
OVER
ORDER NO. BU -157316 MV
DESCRIPTION
THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF
CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS:
PARCEL I:
ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE,
STATE OF CALIFORNIA, BEING A PORTION OF THE EAST ONE-HALF OF THE
SOUTHEAST ONE-QUARTER OF SECTION 20, AND A PORTION OF THE WEST ONE-
HALF OF THE SOUTHWEST ONE-QUARTER OF SECTION 21, T18N, R5E, M.D.M.,
DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE SECTION LINE COMMON TO SAID SECTIONS 20
AND 21 FROM WHICH THE SOUTHERLY SECTION CORNER OF SAID SECTIONS 20
AND 21 BEARS SOUTH 2002137" WEST 1029.30 FEET; THENCE FROM SAID
POINT OF BEGINNING NORTH 88057151" WEST 606.10 FEET; THENCE NORTH
12047'25" WEST 30.00 FEET TO A POINT ON THE CENTERLINE OF THAT
CERTAIN ROAD KNOWN AS TANGOR WAY, THENCE ALONG SAID CENTERLINE
NORTH 77012'35" EAST 168.92 FEET; THENCE ALONG A CURVE TO THE LEFT
WITH A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 23°3510511,
AN ARC DISTANCE OF 61.74 FEET; THENCE NORTH 53°37130" EAST 126.17
FEET; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 120.00
FEET, THROUGH A CENTRAL ANGLE OF 48°1110411, AN ARC DISTANCE OF
100.92 FEET; THENCE NORTH 5026126" EAST 323.78 FEET; THENCE ALONG
A CURVE TO THE LEFT WITH A RADIUS OF 200.00 FEET, THROUGH A CENTRAL
ANGLE OF 31"54'16", AN ARC DISTANCE OF 111.37 FEET; THENCE ALONG A
CURVE TO THE RIGHT WITH A RADIUS OF 100.00 FEET, THROUGH A CENTRAL
ANGLE OF 70°02'02", AN ARC DISTANCE OF 122.23 FEET; THENCE NORTH
43°34'12" EAST 48.13 FEET TO A POINT ON THE CENTERLINE OF THAT
CERTAIN ROAD KNOWN AS MANDARIN DRIVE; THENCE SOUTHEASTERLY ALONG
SAID MANDARIN DRIVE CENTERLINE ON A NON TANGENT CURVE TO THE LEFT
HAVING A RADIUS OF 450.00 FEET, THROUGH A CENTRAL ANGLE OF
9°24'18", THE CHORD OF WHICH BEARS SOUTH 51°07'57" EAST 73.78 FEET;
THENCE ON THE ARC OF SAID CURVE A DISTANCE OF 73.87 FEET; THENCE
SOUTH 55°50'06" EAST 297.24 FEET; THENCE ALONG A CURVE TO THE LEFT
WITH A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF 2°0210611,
AN ARC DISTANCE OF 17.76 FEET; THENCE SOUTH 57°52112" EAST 286.88
FEET; THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 800.00
FEET, THROUGH A CENTRAL ANGLE OF 14°26'03", AN ARC DISTANCE OF
201.54 FEET TO A POINT ON THE NORTHWESTERLY RIGHT OF' WAY LINE OF
THAT CERTAIN COUNTY ROAD KNOWN AS ORANGE AVENUE; THENCE
SOUTHWESTERLY, ALONG SAID NORTHWESTERLY RIGHT OF WAY LINE, SOUTH
57°39'08" WEST 633.57 FEET TO SAID POINT OF BEGINNING.
RESERVING THEREFROM THAT PORTION OF THE HEREINABOVE DESCRIBED NON-
EXCLUSIVE EASEMENTS FOR ROAD AND UTILITY PURPOSES ALONG SAID
MANDARIN DRIVE AND TANGOR WAY LYING WITHIN THE HEREINABOVE
DESCRIBED PARCEL OF LAND.
CONTINUED
ORDER NO. BU -157316 MV
DESCRIPTION - CONTINUED
PARCEL II:
A NON-EXCLUSIVE EASEMENT FOR ROAD AND UTILITY PURPOSES BEING A
STRIP OF LAND HAVING PARALLEL SIDES AND A UNIFORM WIDTH OF 60.00
FEET, THE CENTERLINE OF WHICH IS MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE EAST ONE-QUARTER CORNER OF SAID SECTION 20,
THENCE NORTH 47°23141" WEST 1054.80 FEET TO A POINT IN THE
CENTERLINE OF SAID STRIP OF LAND; KNOWN AS MANDARIN DRIVE, AND THE
SOUTHERLY RIGHT OF WAY LINE OF THAT CERTAIN COUNTY ROAD KNOWN AS
AVACADO AVENUE AND THE TRUE POINT OF BEGINNING OF SAID STRIP OF
LAND; THENCE FROM SAID TRUE POINT OF BEGINNING ALONG SAID MANDARIN
DRIVE CENTERLINE SOUTH 2020157" WEST 276.05 FEET; THENCE ALONG A
CURVE TO THE LEFT WITH A RADIUS OF 500.00 FEET, THROUGH A CENTRAL
ANGLE OF 27019'44", AN ARC DISTANCE OF 238.49 FEET; THENCE SOUTH
24°58'47" EAST 956.04 FEET; THENCE ALONG A CURVE TO THE LEFT WITH
A RADIUS OF 450.00 FEET, THROUGH.A CENTRAL ANGLE OF 21°27'01", AN
ARC DISTANCE OF 168.47 FEET TO THE POINT OF INTERSECTION OF SAID
MANDARIN DRIVE AND TANGOR WAY, SAID POINT BEING DESIGNATED AS POINT
"A" FOR FUTURE REFERENCES; THENCE CONTINUING ALONG SAID MANDARIN
DRIVE CENTERLINE AND ALSO CONTINUING ALONG SAID CURVE TO THE LEFT
WITH A RADIUS OF 450.00 FEET, THROUGH A CENTRAL ANGLE OF 9°24'1811,
AN ARC DISTANCE OF 73.87 FEET; THENCE SOUTH 55°50106" EAST 297.24
FEET; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 500.00
FEET, THROUGH A CENTRAL ANGLE OF 2°0210611, AN ARC DISTANCE OF 17.76
FEET; THENCE SOUTH 57°52112" EAST 286.88 FEET; THENCE ALONG A CURVE
TO THE RIGHT WITH A RADIUS OF 800.00 FEET, THROUGH A CENTRAL ANGLE
OF 14°26'03", AN ARC DISTANCE OF 201.54 FEET TO A POINT ON THE
NORTHWESTERLY RIGHT OF WAY LINE OF THAT CERTAIN COUNTY ROAD KNOWN
AS ORANGE AVENUE AND THERE TERMINATING.
PARCEL III•
A NON-EXCLUSIVE EASEMENT FOR ROAD AND UTILITY PURPOSES BEING A
STRIP OF LAND HAVING PARALLEL SIDES AND A UNIFORM WIDTH OF 60.00
FEET, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS:
BEGINNING AT THE HEREINABOVE MENTIONED POINT "A", THENCE
SOUTHWESTERLY ALONG SAID TANGOR WAY CENTERLINE SOUTH 43°34'12" WEST
48.13 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF
100.00 FEET, THROUGH A CENTRAL ANGLE OF 70'02'02", AN ARC DISTANCE
OF 122.23 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS
OF 200.00 FEET, THROUGH A CENTRAL ANGLE. OF 31°5411611, AN ARC
DISTANCE OF 111.37 FEET; THENCE SOUTH 5"26126" WEST 323.78 FEET;
THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 120.00 FEET,
THROUGH A CENTRAL ANGLE OF 48011'04", AN ARC DISTANCE OF 100.92
FEET; THENCE SOUTH 53°37130" WEST 126.17 FEET; THENCE ALONG A CURVE
TO THE RIGHT WITH A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE
OF 23°35'05", AN ARC DISTANCE OF 61.74 FEET; THENCE SOUTH 77012135"
WEST 168.92 FEET AND THERE TERMINATING.
LOERKE INSULATION CO.,'INC. - - �._ -- INSULATION CERTIFICATE
CMWg, 00.
C�ty—
Numberand Streef--------.....�.---._......--------------------- -- —
DESCRIPTION OF INSTALLATION
1. ROOF
Material
Thickness (inches
Brand Name
Thermal Resistance (R -Value)
2, CEILING
Batt or Blanket Type_EilaMLas.*J atts Brand Name Schuller Int.
Thickness (inches)
'' Thermal Resistance (R -Value)
--Loose Fill Type- `Fiberglass - - --- - Brand Name - Schuller Int. - -
Contractor/s min. installed weight/ft sq._ —fib, Minimum Thickness— inches.
Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value)
3. EXTERIOR WALL
Material Fiberglas-Oatts
Thickness (inches�� rl 5
4. RAISED FLOOR
Material Fiberglass Batts
Thickness (inches)
5. SLAB FLOOR / PERIMETER
Material
Brand Name Scfl�ILe�lrlt. rr�� f /�
Thermal Resistance (R -Value)_ 0t �.� 1 P-1 `'I
Brand Name Schuller Int
Thermal Resistance (R -Value)
Brand Name
Thickness Thermal Resistance (R -Value
Perimeter Insulation Depth (inches)
6. FOUNDATION WALL
Material Brand Name
Thickness (inches
DECLARATION
Thermal Resistance (R -Val
I hereby certify that the above insulation was installed in the building at the above location in conformance
with the current Energy Efficienc Standards for residential buildings (Title 24,Part 6, California Code of
Regulations) as indicated on the certificate of compliance, where applicable.
C.L.#499150 LOERKE INSULATION CO., INC.
tem i nature, a e ns alling�u6contractor Co -Name) -Or
1 I -@k4 -C(rl General Contractor (Co. Name) Or Owner
—item ignature; bate nsta ing u contractor o. ame r
General Contractor (Co. ame) Or wrier
—item #s Signat— ure, bate Installing Subcontractor (Co. Name Or
General Contractor (Co. Name) Or wner
V=OK
0 = Not OK
Not Applicable
Not RMOBILE HOMES A
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
1. Zoning Requirements - Setbacks - Easements
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support Sketch
2. Footings; Soils-Size-DepthSpacing-Connectors-Steel
3. Sewer, Location -Test -Fall -CIO -Concrete
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Water, Location -Test Easement Needed (Sketch)
4. Wood Awn.; Posts-Beams-Rftrs.-Connectors
Shthg: Rfg: Bracing
5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Gas; Location -Test -Wrap; / /•L'ft.
/ /Nat. or/ /Lt./ /LPG
6. Carports; Windows -Doors
7. Well Clearance & Disconnect
7. Electric
8. Utility Clearance
8. Frmg.; Sits-AnchorsStuds-Rttrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
1. Zoning Requirements- Setbacks Easements
Card B-1 Date Card B-1
2. Footings; SizeSpacing-Marriage Line
Card B-1 Date Card B-1
3. Gas; MH Test -Demand -Valve -Connector _
POOLS (Plans) OK except #'s
4. Electricity; MH Test -Crossovers -Breakers -Clearances
1. Setbacks -Easements
5. Drain; MH Test -Fall -Flex Connector
2. Soils; Compaction -Structure Stability
6. Water; MH Test -Regulator -Connector
3. Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
7. Water and Sewer Connected -C/O to Grade -HD Approval
4. Elec.; Receptacles and Lighting, Distance-GFI
8. Gas and Electricity Tagged
5. Elec.; Pool Lighting; 15 Volts-GFI
9. Tie Downs -Type -Installation Cert.
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
10. Exits; Insp.-Sketch
7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
11. Cert of Occupancy
8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool L ghtg.
Boxes-Enclosures-Panelboards-Ins. to Main in Conduit
9. Health Department Approval
Date
Card B-1 Date Card B-1 ,
Date
Card B-1 Date Card B-1
MISCELLANEOUS
Date
DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Footings; Soils-Size-DepthSpacing-Connectors-Steel
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts-Beams-Rftrs.-Connectors
Shthg: Rfg: Bracing
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Electric
8. Frmg.; Sits-AnchorsStuds-Rttrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
POOLS (Plans) OK except #'s
1. Setbacks -Easements
2. Soils; Compaction -Structure Stability
3. Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4. Elec.; Receptacles and Lighting, Distance-GFI
5. Elec.; Pool Lighting; 15 Volts-GFI
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool L ghtg.
Boxes-Enclosures-Panelboards-Ins. to Main in Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
_ OK _ _
O = Not OK No RESIDENTIAL
= Not Applicable
* = Not Ready a
Date UNDERFLOOR (Plans) OK except #'s d U
1. oning-Setbacks-Easments-Flood-Slope
2 Ftg., Main; Soils-Elec. Gmd.-/ tg. Depth
3. Ftg. Garage; Soils-Steel-Elec. Grnd/ ?'Ftg. Depth
4. Ftg. Porches & Decks; Soils -Steel-/ P Ftg. Depth
5. Stemwalls, Main; Steel-Blockouts- Wrapped
6. Stemwalls, Garage; Steel-Blockouts-Wrapped
k.00llaa. 26 Downs and Special Anchors
Slab, W-WraAKd
8. Pie ireplace Ftg.-Steel
.W.V• Fall -Fitting -Test -2 Way C/O -Sewer Test
1 . .Gas Pipe; Size Anchors - Yard Gas Piping; Size Test
tie'fVater Pipe; Test -Anchors -Regulator -Service Test
Access & Ventilation
(Single & Duplex)
Date IFRAMING (Continued)
ling. Joi t,Rftr. Ties-Purlin-roll Brac.-Truss-Shting.-Ring.
firepja6e Ties or Type A Flue -Fireplace Throat clearance
A4 Access; Size & Romex Protection -Draft Stop -Ins. Baffles
"dr -m. Windows or Exiting Doors -Sill Hgt. & Dimensions
1c r arage Fire Protection Framing
1 V§2�-Property Line Firewall & Openings
t ,59!Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits
V64' Sfairs; Width -Headroom -Rise -Run -landing -Fire Protection
Plywoon Roof Overhang -Attic Vents -Rafter Outriggers
Veneer
Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
✓ _58 -."Glazing Area -Glass Protection -Skylights -Plastic
59. Shear Walls; Nailing -Bolts
. Brace Wall Panels
insulation—walls-Ceilings
62. Infiltration -Walls -Windows
Date
Date
16.
Insulation
FINAL ns except #'s
,63 --Ext
Steps -Door & Sidelight Protection -Landings
Date /4
Card B-1 Date ��„ 97 Card B-1 XA
Date r7�)�
€€ i??
Card B 1 va Date '7- 3t)'% Card E-1
Date
Bath Fixtures & Tub Access -Spa
PLUMBING (Permit) OK except #'s
lec. Trim & Subpanel, Breaker Sizes & Labels
Stairs & Rails
Firedace or Stove, Clearance -Hearth
' 17.
Water H .• ent- ccess-Combustion Air Baffle
Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance
ater Pipe ST6st & Anchor -Nail Protection
Outlets & Recepticales at Kit. Counter
D.W.V.; Test Fittings & Anchor -Nail Protection
20.
Shower Pan; Test, First Floor -Tub Access
7
21
st Tub & Shower, Second Floor -Tub Access
ec. Receptacles in Garage (G.FI.)-Romex Protection
22.
Gas Pipe; Sixe & Anchors
GuaLPails & Deck Construction -Post Caps
Win.
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
ELECTRICAL (Permit) OK except #'s
23.
Fixture & Transformer Clearance -Ins. Protection
1
lec. Receptacles Spacing -Lights & Switches at Doors
�5
Size Boxes & No. of Conductors Stapled
Romex Installed Close to Edge of Studs & C.J.
Equip. Ground made up w/Mech Fastners-Bond Gas & Water
28.
2 Appliance Circuts in Kitchen & Conductor Size GFI
29.
Suhfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al
30.
Ran `ie Circ. / / ga Cu or Al -Oven Circ. / / ga Cu or Al
Insula,ad Neutral 0 Yes 0 No
31.
Service -Riser Conductors & Ground -Main Disconect
3 -. Equip. Clearances Panels-Motors-Mech. Epuip.
33
lothes Closet Light -Shower Light -Spa Light
34.
Smoke Detector
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MECHANICAL (Permit) OK except #'s
5.
A.C. Ducts Insulation & Support
i
Vent Fan, Exhaust above insulation
37.
Condensate Drain & Overflow, Size & Grade
8.
Furnance-Vent Access -Comb. Air -Return Air Vent 115 outlet
39.
Attic Access & Platform if Furnace in Attic
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FRAMING (Plans) OK except #'s
40.
Sits Proper Materials & Anchors
\,;-'-4-1.
Wall tuds-Nailing Spacing & Braces -Plates -Sound
�
V,-12-.
Bqdring Walls over Girders & Floor Nailing
raft Stop in Walls (rat proof)
Stops, Furred Ceilings -Stair aser ubs
Headers & Beams -Size & Bearing
(Single & Duplex)
Date IFRAMING (Continued)
ling. Joi t,Rftr. Ties-Purlin-roll Brac.-Truss-Shting.-Ring.
firepja6e Ties or Type A Flue -Fireplace Throat clearance
A4 Access; Size & Romex Protection -Draft Stop -Ins. Baffles
"dr -m. Windows or Exiting Doors -Sill Hgt. & Dimensions
1c r arage Fire Protection Framing
1 V§2�-Property Line Firewall & Openings
t ,59!Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits
V64' Sfairs; Width -Headroom -Rise -Run -landing -Fire Protection
Plywoon Roof Overhang -Attic Vents -Rafter Outriggers
Veneer
Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
✓ _58 -."Glazing Area -Glass Protection -Skylights -Plastic
59. Shear Walls; Nailing -Bolts
. Brace Wall Panels
insulation—walls-Ceilings
62. Infiltration -Walls -Windows
Date
Date
Card B-1 Date Card B11
and B Date Card B-1
Date
FINAL ns except #'s
,63 --Ext
Steps -Door & Sidelight Protection -Landings
64.
Smoke Detector
`� Gln
mace; Vents -Clearance -Comb, Air-Conector-
Garage; Above Floor-Ducts-Mech. Protection
6
droom ' ing
67..
Bath Fixtures & Tub Access -Spa
0.
lec. Trim & Subpanel, Breaker Sizes & Labels
Stairs & Rails
Firedace or Stove, Clearance -Hearth
Elec. Outlets at Wood Panel, Int. & Ext.
Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance
,_23,►Ett'c
Outlets & Recepticales at Kit. Counter
Garage Fire Door; Swing -Landing -Closure
C. Duct in Garage -Damper
r. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
In Garage; Above Floor-Mech. Protection
7
, Elec. & Mech. Equip. Listed for Location
7
ec. Receptacles in Garage (G.FI.)-Romex Protection
�nsuLWin-Foam-Looked in Attic
GuaLPails & Deck Construction -Post Caps
Win.
VBents 8 Crawl Hole Door Drainage & Wood -Earth
Clgazance Looked under Floor fl Yes
�tTf. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No
84 nit Disconnect, Electrical -Plumbing
[� Vep;s-Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
at ell, Disconnect, Electrical, Plumbing
V8T Exterior ec. Trim, G.F.I. Receptacle -Underground
ntiloon Throught House
89 ass Protection
9 rrec ' ns from Previ Is Insp tion
91. est -Meters Ta ed, GW -EI is
92. >ter & Sewer Connected -C/O to Grade -HD Approval
T . Energy Compliance Certificate -Other Certificates
Comments at Final:
Date —
and
ate
Card B-1
Date
and B-
Date
Card B-1
Date
Card B-1
Date
Card B-1
Comments at Final:
COUNTY OF BUTTE
BUILDING DIVISION �
DEPARTMENT OF DEVELOPMENT SERVICES
? 411 Main Street, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916).538-7541
= COR ECTION NO-TI,CE
_ 1f /o `
vvvrv�n YtFSMII NU.
f
A routine inspection indicates that the following violations of Butte County Ordinances exist at
':. the above address and should be corrected. Please notify this office when correction of work
^; is complet- . If you have any questions pertaining to this matter, or need additional explanation,
... please c tact this offic immediately.
A.;
Dat —
— I
REV 10/92
3�
i
-
h
f �.
�Y-
it
{{Rti
-
r.
'tn .
Dat —
— I
REV 10/92
.k
• COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916) 538-7541
`. CORRECTION NOTICE
61P cv Zr,77
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 notify this office when correction of work
is complet :if you have any questions pertaining to this -matter, or need additional explanation,
ple se tact this office immediately. J _
REV 10/92
• COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916) 538-7541
CORRECTION NOTICE
OWNER PERMIT NO.
"F
A routine in action indicates that the following violations of Butte County Ordinances exist at
the above ddress and should be corrected. Please notify this office when correction of work F'
is comp ted. If you have any questions pertaining to this matter, or need additional explanation, ; •' P
please contact this office immediately.
:r
Ll'
,j
• �7
Date j rl7 Inspector �s
REV 10/9
Jdd
2 X N Zr
le-
fl
T
t
• �7
Date j rl7 Inspector �s
REV 10/9
COUNTY OF BUTTE
Er•. BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
1469 Humboldt Road, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916)'538-7541
�E747 Elliott Road, Paradise, CA - (916) 872-6307
K", CORRECTOW NOTICE -
d .
i`
a.
O PERMIT NO.
Y� A routine inspection indicates that the following violations of Butte County Ordinances exist at
;w the above address and should be corrected. Please notify this office when correction of work
is completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
r•,°..
Date Inspector tz& - - ( ��!
REV 92