HomeMy WebLinkAbout072-290-148072-290-148 99-2632
JERNIGAN, ALLAN
1151 HURLS ON WEDES FLAT RD.
OROVILLE j///a��-Q0
CONTR: THEVEOS CONSTRUCTION
NEW SINGLE FAMILY DWELLING
NOTES
F44�
F
PERMIT NO. _
Lelf
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..a
Tr
RESIDENTIAL
072-290-148 99-2632
JERNIGAN, ALLAN
1151 HUPJ ETON SWEDES FLAT RD.
OROVILLE
CONTR: THEVEOS CONSTRUCTION
NEW SINGLE FAMILY DWELLING
SPECIAL CONDITIONS
CHECKED
BY
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
OFFICE COPY
Address
S
GAS
Meter By Da,)//ti /,.16 f
ELECTRIC
Meter By Date
--"; --- .-
GAS
Meter By Date
ELECTRIC
G -c
Meter By Da
JOB FINALED lDate)''-
Signature .., --
,/ = OK "
0 = Not OK
= Not Applicable
= Not Ready
MO'BIL`E HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
Footings; Size -Spacing -Marriage Line
1.
Zoning Requirements -Setbacks -Easements
4.
2.
Soils; Special MH Support Sketch
Drain; MH Test -Fall -Flex Connector
3.
Sewer; Location -Test -Fall -C/O -Concrete
7.
4.
Water; Location -Test -Easement Needed (Sketch)
Gas and Electricity Tagged
5.
Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
10.
6.
Gas; Location -Test -Wrap;-/ /" L'ft.
/ P Nat. or / /"L"ft./ PLPG
Cert. of Occupancy
7.
Well Clearance & Disconnect
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
8.
Utility Clearance
Siding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
11.
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date MOBILE HOME INSTALLATION (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Size -Spacing -Marriage Line
3.
Gas; MH Test -Demand -Valve -Connector
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
5.
Drain; MH Test -Fall -Flex Connector
6.
Water; MH Test -Regulator -Connector
7.
Water and Sewer Connected -C/O to Grade -HD Approval
8.
Gas and Electricity Tagged
9.
Tie Downs -Type -Installation Cert.
10.
Exits; Insp.-Sketch
11.
Cert. of Occupancy
12.
Permanent Foundation Only; License Decal
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
i
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3.
Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4.
Wood Awn.; Posts- Bea ms- Rftrs.-Connectors
Shthg.-Frg-Bracing
F
5.
Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6.
Carports; Windows -Doors
7.
Electric
8.
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9.
Siding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
11.
Ext.; Steps -Doors -Landings
12.
Braced Wall Panels
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (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 Lghtg.
Boxes-Enclosures-Panelboards-Ins. to Main in Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11.
Light Niche
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
u
V= OK
0 = Not OK
= = No ReadyApplicable RESIDENTIAL (Single & Duplex) r
Date Un erfloor (Plans) OK except #'s Date FRAMING (Continued)
oning-Setbacks- Ease ments-Flood-Slope Hangers -Post Caps- Anchors -Connectors
Main; Soils-Elec. Grnd.-/ /" Ftg. Depth li Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng.
e; Soils -Steel -EI / /" Ft;. epth 4e Fire ce Ties or Type A Flue -Fireplace Throat Clearance
Porches & Decks; Soils -Steel-/ /" Ftg. Depth 4 ccess; Size & Romex Protection -Draft Stop -Ins. Baffles
5. Stemwalls, Main; Steel-Blockouts-Wrapped . §sLwn. Windows or Exiting Doors -Sill Ht. & Dimensions --
6. Stemwalls, Garage; Steel-Blockouts-Wrapped Garage Fire Protection Framing
6a. Hold Downs and Special Anchors 52. erty Line Firewall & Openings
7. Slab, Steel -Wrapped
8. Piers -Fireplace Ftg.-Steel
9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test
11. Water Pipe; Test -Anchors -Regulator -Service Test
12. Electric Underground
-28. 2 Ap ' ce Circuits in Kitchen & Conductor Size GFI
2 u_VsedVire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI
30 Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al
In ted Neutral O Yes ❑ No
S ce-Riser Conductors & Ground Main Disconnect
Equip. Clearances Panels-Motors-Mech. Equip.
,33. Clothes set Light -Shower Light -Spa Light
S e Detector
Date
13.
Plenums & Ducts; Clearance -Material -Support -Ins.
Card B-1 Date Card B-1
14.
Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
15.
Access & Ventilation
3 ent an, Exhaust above insulation
16.
Insulation
Date
Card B-1 Date Card B-1
Date
Dat
a9 &
Card B-1 Date Card B-1
Date
Sits Pr per Materials & Anchors
Card B-1 Date Card B-1
Date
90.
PL MBING (Permit) OK except #'s
aft Stop in Walls (rat proof)
Wa r.; Vent -Access -Combustion Air Baffle
4 5 to ; Furred Ceilings -Stairs -Chasers -Tubs
92.
WaterPipe; Test & Anchor -Nail Protection
19
[D�pl�1f'fei§J�Fittings & Anchor -Nail Protection
tL_ er Pan; Test, First Floor -Tub Access
Q _ Test Tub & Shower, Second Floor -Tub Access
22. Gas Pipe; Sixe & Anchors
Date
Card B-1 Date Card B-1
Date
Date
Card B-1 Date Card B-1
Date
Date
ELECT CAL (Permit) OK except #'s
Card B-1 Date Card B-1
23.
ure & Transformer Clearance -Ins. Protection
Card B-1 Date Card B-1
2 .
c. Rec�ptacles Spacing -Lights & Switches at Doors
i'5
_S_1oxes & No. of Conductors Stapled
26.'2
-omex!Dstalled Close to Edge of Studs & C.J.
27.
ip. Ground made up w/Mach Fasteners -Bond Gas & Water
-28. 2 Ap ' ce Circuits in Kitchen & Conductor Size GFI
2 u_VsedVire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI
30 Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al
In ted Neutral O Yes ❑ No
S ce-Riser Conductors & Ground Main Disconnect
Equip. Clearances Panels-Motors-Mech. Equip.
,33. Clothes set Light -Shower Light -Spa Light
S e Detector
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
gfieflANICAL (Permit) OK except #'s
A. is Insulation & Support
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
3 ent an, Exhaust above insulation
86.
&-15o`ndens5e Drain & Overflow, Size & Grade
'. F ce-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
F AMING (Permit) OK except #'s
Sits Pr per Materials & Anchors
Glass Protection
41 ails tuds-Nailing Spacing & Braces -Plates -Sound
90.
4 ari Walls over Girders & Floor Nailing
aft Stop in Walls (rat proof)
Gas Test -Meters Tagged, Gas -Electric
4 5 to ; Furred Ceilings -Stairs -Chasers -Tubs
92.
H ers & Beams -Size & Bearing
v
/53. E . oors-One 3' -Check Garage 3rd Story, 2 Exits
s; Width -Headroom -Rise -Run -Landing -Fire Protection
/55. Plywo n Roof Overhang -Attic Vents -Rafter Outriggers
56 iding-Nailing Veneer
57. Stucc esh-Drip Screed -Fd. Vents-Underflr. Access
lazi Area -Glass Protection -Skylights -Plastic
hear Walls; Nailing -Bolts
60. B erior/Exterior Wall Panels
Insulati alls-Ceilings i
nfiltration-Wal Is- Windows
C,
Date Card B-1 V tbate Card B-1
Date Card B-1 Date Card B-1
Date FINAL (Plans) OK except #'s
63. Ext. Steps -Door & Sidelight Protection -Landings
64. Smoke Detector
65. Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor -Ducts -Mach. Protection
66. Bedroom Exiting
67. G.F.I. & Bath Fixtures & Tub Access -Spa
68. Elec. Trim & Subpanel, Breaker Sizes & Labels
69. Stairs & Rails
70. Fireplace or Stove, Clearance -Hearth
71. Elec. Outlets at Wood Panel, Int. & Ext.
72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance
73. Elec. Outlets & Receptacles at Kit. Counter
74. Garage Fire Door; Swing -Landing -Closure
75. A.C. Duct in Garage -Damper
76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
77. Plb., Elec. & Mech. Equip. Listed for Location
78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection
79. Insulation -Foam -Looked in Attic
80. Guard Rails & Deck Construction -Post Caps
81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor Q Yes
82. Following Instld./Drive'] Yes ] NoMalks J Yes :1 No/Planters J Yes '] No
83.
Stucco Brown -Finish
84.
A.C. Unit Disconnect, Electrical -Plumbing
85.
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
86.
Water Well, Disconnect, Electrical, Plumbing
87.
Exterior Elec. Trim, G.F.I. Receptacle -Underground
88.
Ventilation Throughout House
89.
Glass Protection
90.
Corrections from Previous Inspections
91.
Gas Test -Meters Tagged, Gas -Electric
92.
Water & Sewer -Connected -C/O to Grade -HD Approval
93.
Energy Compliance Certificate -Other Certificates
94.
Address Posted
Date
Card B-1 Date Card B-1
Date
Card B-1 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 Maid -Street - Chico, CA - 030).891-2751
7 County Center Drive • Ciroville, CA • (530) -538-7541
CORRECTION NOTICE'
ER
PERMIT NO.
A routine inspection c ind' 'ates that the following violations of butte county Ordinances exist at the
a �
above addressdn S, uld be corrected. Please notice this office When correction of work is '. .lj
completed. If you ve any questions pertaining to this matter� o.r need additional explanation,
please contact � �Soflice immediately.
Date �--Q<22 Inspect' TTX
REV 10/92
3
COUNTYiOF BUTTE x
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street • Chico, CA • (.30) 894`2751
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
aL Av r -2 o Z 2—
OWNER PERMIT NO..
i
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation, t
please contact this office immediately.
HEV 10/92
LOERKE INSULATION CO., INC.
INSULATION CERTIFICATE
1151 Hurelton Swedes Flat Rd. Oroville
Number and StreetCity
County Subdivision Lot Number
DESCRIPTION OF INSTALLATION
1. ROOF
Material
Thickness (inches)
Brand Name
Thermal Resistance (R-
2. CEILING
Batt or Blanket Type Fiberglass Batts- Brand Name Johns Manville
Thickness (inches) 13" Thermal Resistance (R -Value) R38
Loose Fill Type- Fiberglass - - - Brand Name ---Johns Manville
Contractor/s min. installed weight/ft sq. Ib. Minimum Thickness inches.
Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value)
3. EXTERIOR WALL
Material Fiberglass Batts Brand Name Johns Manville
Thickness (inches) 6.5" Thermal Resistance (R -Value) R19
4. RAISED FLOOR
Material Fiberglass Batts Brand Name Johns Manville
Thickness (inches) 6.61 Thermal Resistance (R -Value) R19
5. SLAB FLOOR / PERIMETER
Material
Thickness
Perimeter Insulation Depth (inches)
6. FOUNDATION WALL
Material
Thickness (inches)
Brand Name
Thermal Resistance (R -Value)
Brand Name
Thermal Resistance (R -Value)
DECLARATION
I hereby certify that the above insulation was installed in the building at the above location in conformance .
with the current Energy Efficient Standards for residential buildings (Title 24,Part 6, California Code of
Regulations) as indicated on the Uertificate of compliance, where applicable.
C.L.#499150
Item #s lgbdtGre, Date
Item #s Signature, Date
Item #s Signature, Date
LOERKE INSULATION CO., INC.
Installing Subcontractor (Co. Name) Or
General Contractor (Co. Name) Or Owner
Installing Subcontractor
(Co.ctor (Co. )ae) Or
General Contractor o. Mame Or Owner
Installing Subcontractor _ (Co. ) ame) Or
General Contractor Co. Name Or Owner
09/20/00 WED 11:23 FAX. 303 981. 1529--z-- WILL 1ND WOODBR.N Z,002
l
Willa" mette industries, Inco
Engineered Wood Products
Technical :upport(800) 942-9927
JOB NAME:'' —W. ,-1lt -._ - +_..
�-.� Calc(v5.0.84•i�1E) �
LOCATION: -.01 �t t,t,rc 01Gp► 0912012000
JOB NO: MISC. 12 DESIGNER; RG- SHEET:
MAW Gt.B Roof Beam —
7rib: 13.5 ft. MEMBER SLOPE; 0112 Input reflects horizontal clear spans.
W1= 351 %! p -if LL = 16 psf DL = 10 psf Duration = 125
Member Weight = 26.2 plf
LOADS
SHEAR
MOMENT
Wi(36') I
--
-----
1Z HYt
s930# -
06
LA,
8930#
maximum Reactions Support 1 Su ort 2. > .
Critical Live Load: (DOL) 3969 (125) 3969 (125) .
Dead Load: 2961 2961 +
°Ie
Allow. Maximum
DOL • Centro!
Shear: (lbs) 29% 8270 " 21525 125% = All Loads
Positive Moment: (ft4bs) 76% 63672 8 200 125% - All Loads .
Deflection LL Ratio' 3 T'L Ratio
Span: 1.243 1/354 2-:t74' 11203 , EI =7119 x.105
a USE G.126 x 21 INCH` Wlitamette•6,LR(24FLr4 OF)'`*''
Min end hearing = 3.03 inch. Suppoat bearing, length requirements must be checked separately. Continuous lateral
support required at top and bottom edge.
d wood products manus
„arafully exarnlned and
0 ��r �P�• C-10��5
I=T` L,s -
..
or use. normal ternperath�^es, untreated applications and must be Ina:alled In accordance with local 604ing code
nc. reaornmertlations. This calculation refiwb the spednc dealgn infom7ation and product determinatim for
by Wlilametta,indus"s; Inc. The loads, sparks and spacings have been provided by others and all, InfamaiRm noted
I for the accuracy and auiiabliMty of all design parameters and product selections. , c
APAMWW%7
Certs
ficate --af Confo a ce
certificate 0 5 40 5 4
THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of
Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards
and associated specifications indicated below: ,
ANSI Standard A190.1-1992, For Wood Products - Structural Glued
Laminated Timber
NER486 Glued Laminated Tlfitw' Combinatkms And 'GAP.
�- Computer Program For Determining° Design Stresses
AITC 117-93 -.Manufacturing - Standard Specifications For Structural
Glued Laminated Timber Of Sa ood Species
IT IS HEREBY CERTIFIED that the APA SOftdwnarked structural glued laminated timber members
were produced In a manufacturing facility subject to regular audits in bcoordance with the Engineered
Wood Systems (EWS) Quality Assurance Program. Routine audits include Inspection of the
manufacturing process and evaluation `of the in -plant OA program with adequate sampling to verity
conformance to industry standards for lumber grade and glueline bond quality.
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EN-3INEEREQWO.OD SYSTEMS
Certificate of Conformance
Certificate 054063
THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of
Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards
and associated specifications indicated below:
ANSI Standard A190.1-1992, For Wood Products — Structural Glued
Laminated Timber
NER-486 Glued Laminated Timber Combinations And 'GAP"
Computer Program For Determining Design Stresses
.4
AITC 117-93 — Manufacturing — Standard Specifications For Structural
Glued Laminated Timber Of Softwood Species
r
`J
IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members
were produced in a manufacturing facility subject to regular audits in accordance with the Engineered
Wood Systems (EWS) Quality Assurance Program: Routine audits include inspection of the
manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify
conformance to industry standards for lumber grade and glueline bond quality.
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SEAL Z
ity sCO2 No
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by 4L _,7J W& '
Thomas G. Williamson
Executive Vice President
ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION
7011 South 19th Street • P.O. Box 11700 • Tacoma, WA 984114700
Telephone: (253) 565-6600 • Fax Number: (253) 565-7265
ENGINEERED, -WOOD SYSTEMS
I'Vffi
Certificate of Conformance
Certificate • 054063
THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of
Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards
and associated specifications indicated below:
ANSI Standard A190.1-1992, Fcr Wood Products — Structural Glued
Laminated Timber
NER-486 Glued Laminated Timber Combinations And "GAP"
Computer Program For Determining Design Stresses
AITC 117-93 - Manufacturing — Standard Specifications For Structural
Glued Laminated Timber Of Softwood Species,
IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members
were produced in a manufacturing facility subject to regular audits in accordance with the Engineered
Wood Systems (EWS) Quality Assurance Program.' Routine audits include inspection of the
manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify
conformance to industry standards for lumber grade and glueline bond quality.
s'�i�� /L
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00
C Rt : by e4it
z SI- 3 Thomas G. Williamson
i +
Executive Vice President
III
ENGINEERED WOOD SYSTEMS Is a related corporation of APA — THE ENGINEERED WOOD ASSOCWTION
7011 South 19th Street - P.O. Box 11700 - Tacoma, WA 98411.-0700
Telephone: (253) 565.8800 - Fax Number. (253) 5657265
APAagive
Certificate of-Conformafice
Certificate 054,054
THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of
Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards
and associated specifications indicated below: '' ,
ANSI Standard A1.90.1-1992 For Wood Products — Structural Glued
Laminated Timber
NER-486 Glued Laminated Timbef Combinations And "GAP*
Computer Program For Determining: Design Stresses
AITC 117-93 —.Manufacturing —Standard Specifications For Structural
Glued Laminated Timber Of Softwood Species
IT IS HEREBY CERTIFIED that the APA EM trademarked structural glued laminated timber members
were produced in a manufacturing facility subject to regular audits In accordance with the Engineered
Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the
manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify
conformance to industry standards for lumber grade and glueline bond quality.
by.
Thomas i3. WIlliamson
Executive Vice President
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by.
Thomas i3. WIlliamson
Executive Vice President
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COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541., PERMIT NO.
(Rev.12/96) APPLICATION AND PERMIT -�
ASSESSOR PARCEL NUMBER 072-290-1407
L7
ZONING
BUILDING PERMIT
OWNER JERNIGAN, ALLAN
TELEPHONE
SO, FT, OCC. BUILDING
VALUATION
3326 r 179$604.00
OWNER'S MAILING ADDRESS
768 U 13;824.00
CONTRACTOR'S NAME
THEVEOS CONSTRUCTION
TELEPHONE
533-0716
2321 3AS S1178,914,00
2 343 C 30,459.00
CONTRACTORS MAILING ADDRESS
7090 ORO COUNTRY CLUB ROAD, ORO 95966
CONSTRUCTION LENDER
LENDER'S MAILING ADDRESS
Fireplace IM 3-500.00
Total Valuation $
ARCHITECT OR ENGINEER
LICENSE NO.
Flin Fee $
20.00
Permit Fee $
1,364.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $
BUILDINGADDRESS 1151 HURLETON SWEDES FLAT ROAD
Energy Plan Checking Fee $
2-1.00
$
OROVILLE, CA 95966
PERMIT FEE $
2-993.60
LAT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Fling Fee 20.00
USEOFSTRUCTURE
SF q Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap 161
7.00 119
Solar or heat pump water heater
23.00
Water piping
15.00
Each as water heater or vent
15.00
TYPE OF WORK
New M Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: NEW SINGLE FAMILY DWELLING
3 BEDROOM
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00 15 oc
Mobile Home S I G 1w
920.00
PERMIT FEE $
-192.00
ELECTRICAL PERMIT
Fling Fee 20.00
a00VOR LE
Main Service 20 DA OR LESS
23.00 23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
(commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is infu 1 force and effect.
License Class Lic. No. q C� �-[
OWNER -BUILDER DECLARATION
hereby affirm under penalty of perjury that I am 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
Main Service sooA TO ,000A
46.00
NEw CONST. OW- %NG OCCLIP.
OR ADDNS. a ACC. S.
SO
3.50E-T:-43.29
NEWC9
ND.RESIDT MULTI -OUTLET
@7,50
FOWER APPARATUS
111N..
SINGLE OUTLET CIR.
Ex. Occup. OUTLET OR FD(TURES
20 @ I'50
BAL @ ,50
FIXED AWI
Ex. Occup. o.IRRM.) En
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wirina
23.00
PERMIT FEE $
186.29
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
Kperformance of the work for which this permit is issued.
I 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 Fling Fee 20.00
Heating 2 1 2000 40.0
Cooling 2 25.00 50.0
Hood
6.50 6.5
Ventilation 4.50 22.5
PERMIT FEt $ 139.00
Policy Number I Z-] S�Z '7
(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' compensatioq provisions of section 3700 of the Labor Code, I shall
fo c pl ose provisions.
X Date 'or/ 9
Sign tura of Applicant - ❑ Owner PL 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 1 $ 46.00
OCC
CONST. TYPE 2 856.89
TOTAL F E $
HA2 IMP
FLAG
CDF
PARCF,L!
PD
H
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 0
a!e
Receipt No.
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -I SPEC R GOLDENROD -APPLICANT
' 1
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
' 7 County Center Drive • Oroville, California 95965 - Telephone (530) 538-7541 PERMIT No
(Rev.IM6), ' - APPLICATION AND PERMIT
A&SUSCRPAM&NUTASM
nora►a
BUILDING PERMIT
OWN"
TZLIP"0144
FT. OCC. BUILDING VALUATION
OWMMI PALM ADOMI7
C0WRAOTOR'3 HAYS
TeutP►aNs
[SQ.
(`
•3 8
8
COM ACTORI YALM ADOREss
z 3 3 e S
CON@TNXnM uvOER
11MO s YAMM AODREss
Fireplace M .3 moo
Total Valuation = 30 O 0
ARcwnEcroRENmNEER
UcoI N0'
Filina Fee S 20.00
ARCWMCT OR EMMON'S YAA M ADDMI
2
Permit Fee = 1 s Q0
3
[Energy
Plan Checkin Fee $
aUID�gA00REss
Plan Checking Fee t 00
PERMIT FEE
IorNo.
susawanNAYe
rARcn YAP
PLUMBING PERMIT Filing Fee 20.00
USEOFSTRUCTURE
SF O Duplex 0 Mobllehome O Other
Each Tr 7.00 �(�? 00
Solar or heat pump water heater 23.00
Water piping 15.00 15-o-)
Each as water heater or vent 15.00
TYPE OF WORK
New O Addition O Remodel E3 LIUU9 O Installation O
Describe Work:
Other O
Gas piping system 1 - 5 outlets 15.00
Building sewer 15.00
Mobile Home I S G W 020.00
PERMIT FEE S 00
ELECTRICAL PERMIT[Filing Fee 20.00
Main Service = ooRR u:`�ss 23.00 Z.3 -<Z
~
Main Service SMA TO IOWA 46.00
MEW COMT. DWE LM occuv
OR ADONS. 3.se 1 Y3
i ACC. e108.
NOrFRE s I 00. YULT40UntT 07.50
POWFA APP=`c
9l1OlE
R CIR.
EX. Occup. ov�T oR FOmJREs 200 I.
SAL a .w50
Ex. Occup. F00:oAMM oR
ovntTs Esro. EA 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PERMIT FEE = 1$ -241
MECHANICAL PERMIT Fling Fee 20.00
Heating 2 2000 00
Coolingaj
Hood e.50
�N—so
Ventilation !s(}
PERMIT FEt f
Mobile Home Installation Fee $
Energy Inspection Fee $ -10
occ
CONST. r`K TOTAL FEE_
-
0. FEFS WP
I n000
I COF
PARCEL
PD
6SUE
ReceiptNo.
WHITE -0.0.5.-8.0..
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
I PERMIT EXPIRES ON
SOR PINK -INSPECTOR OOIDENROD•APPLICANT
Onto
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
OWNER 'fD
PROPOSED BUILDING USE
T,
SCHEDULE OF FEES DUE
BUILDING PERMIT FEES
-- Balance Due ................ $
-- Additional Fees Due ........... $
-- Additional Fees Due ........... $
-- Revised Plan Checking Fee ....... $
SCHOOL DISTRICT FEES 0" 141"
(paid at District Office)
G,�SHERIFF FEES (paid at Bu- ding Division) o e
Residential ........ 1 x $360.00 = $
Units
Commercial (sq.ft.)... x $0.03 = $
3q.rt.
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
$510.00 (paid at Building Division)
4/4tSA FIRE INSPECTIONAND PLAN CHECK
.00 (paid at Building Division)
8. WATER TENDER FEES (Battalion # )
$200.00 (paid at Building Division)
9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division)
10. OTHER
A.P. #0 7 2- tt-io
DATE
RECEIPT # DATE REC
�g5b�3 i 1 1-116b
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 chan uring the plan checking process.
A LICANT DATE 7 ��
Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have een imposed on your
project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may
protest. The requirements for a protest are specified in Government Code Section 66020(a).
Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97)
{ "M..,+`. „f-'R,-ry.+`^.'. 4r•,rT++"4'yp`T .�}.'r � ".'T i1' i"".`w�p4' �1�����1 ►`.', rar,: f.:iT �a.•�'cfcti,t _�. Y n{, ... :�.*sK.� _
yg N K
*° 'Cbb-UNTYOF B.gTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
# OUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
PE"IT APPLICATION DATA SHEET
OWNER: . �{ ,. �1,i qg t.� ASSESSOR PARCEL NUMBER: O_ — _ C
Proposed Building Use: , g x Building Inspector: Date: I / 6 i
-"f At time of permit application, I was advised the following'data moat be submitted prior to permit processing and/or issuance:
Date Received By
❑ 1. All items have been submitted ---------------------------------------------------------------------------------------
, Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------
omplete plans, 3/4 sets, signed by the preparer of plans, -----------------------------------------------------
4. Engineered plans, 3/4 sets, with wet signature on plans. All engmeermmust be shown
El5 . Engineered truss details and layout in duplicate (requir(9pafq 1 iew r No faxes. ------------------
CnWgy Design Compliance and supporting documentation. -----=-=--------------------------------------------
Statement
-------------------------------------------Statement of Intent for Non -Heated and A/C Buildings.---------------------------------------------------------
118.
------------------------------------- ----------------
❑8. Hazardous Material Forme------m------------------------------------------------------------------------------------
anufactured Home dat an c�' installation instructions including Tie Down Specifications. ; 7i�---- --- —,
0 eesof$ '------Q-Q`-53-----------------------------------------('--"---�---- w
Impact fees as shown on the attached schedule. ---------------------------------- -------------- -
r2. California Department of Forestry plan approval/fees. ��-2711TH=�
013Flood elevation certificate. ----------------------------------------------------------------------------------------
OSanitation and plot plan approval 0,-v> Health Department.-------------------------------------------
1115.
------------------------------------------❑15. City of Chico plumbing permit. ----------------------------------------------------=------------------------------
❑ 16. Plot plan and business license approval from the City of Biggs.----------------------------------------------
1117.
---------------------------------------------
❑17. Planning approval for (A) Use: (B) Parking: --------------------------
1118.
-------------------------
❑18. ntact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. flk 7—Z~
O9. Encroachment Permit for driveway (construction approval prior to occupancy), -----------------------------
020. Pre -inspection for required. Request to Building Inspector on (Date)
❑21. Contractor's license information. (Number, Name Style, Classification).
El 22. Workers' Compensation carrier and policy number, -----------------------
❑23. Owner -Builder Verification (Given to ownerb, Mailed to owner ❑). -
tter of signature authorization. ---------------"--
--------------------------
ecorded copy of Agricultural Acknowledgment Statement. -------------
26, Letter of intent on building use, -----------------------------------------------
❑27. Manufactured Home utility clearance.
028. Existing violations and/or expired permits. ---------------------
X0433 A, ❑Grant Deed, ❑ M.H. Title, 11Check to H.C.D $
Other: J!�060 . 4QFfL_ %&_WVjdr LLL
M256-19LO
a
be ou issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor.
d'felephone.533 O] I6 and hold for pickup at 'ith inspector.
Applicant: Date:
Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air ' ollution Date: By:
Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By:
1. Index permit application for the above items numbered: " �+❑;PlanCheck List
2. Additional items requir /
Contractor, designer, owner, was advised of the ove required dkgby ❑ phdrie,'b 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, ❑ Building Div' ion counter, by Date:
Plans reviewed by: Date: Plans approved by: Date: A, * /
Sets of plans on hold in )kPlan Cabinet, ❑ A.P. folder. Note transfer by: 1 Date:
Yellow Copy - Department of Development Services, Building Division. ; ` '
i
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
55 Z63z,
E.H. USE ONLY
Not Plan Attached
Floc► Plan AnschedY
Sent to S.0./-2-- / Ayly
Owner Location AP#
Plan Approved for: Sewage Disposir-��,, Water Su ly: Public Private Wel
Clearance for dwelling. Other --), 21 01.4)) A
Hold final for:
Final clearance O.K. for:
NOTE:
OL
Environments Health Specialist Date
8/96
BUTTE COUNTY SCHOOLS IMPACT FEEI CERTIFICATION FORM
(One form per Building)
School District l/ i Building Department No.
f
A.P. Number �� —���G% Jurisdiction: City County
Property Owner
Property Location/Address-LTd'Lr � a-e-tr
Subdivision
Lot No.
:...........................................................................:...................................... 9
Residential Development L/ I Sq Foota e 3 3 ;-G
No of Living Mobile Home Addition/ `Supplemental to (Group R)
Units Installation Conversion Permit #
'(No foundation inspection);
...................................................................................................................
Commercial/Industrial
New' Addition
Building Department
Sq. Footage
(Including Exterior
Roofed Areas)
/-z-,f1717F
Date
• trroor roans reviewea oy Dcnool Uistnct rersonnel)
District Identification No.US�
rjg, (�t�, LLI.� School District certifies that
pplicant)
(Street Address) (Phone Number)
(City) /(State) (Zip Code)
has complied with the requirements of Resolution No. /—%(� —0 by payment of $
representing -30o2 4o square feet. AB 2926 $
FULL MITIGATION $
School District Representative lei, Date
Paid by Check # Remarks:
`tel Q —4e�� sZ� 1
L
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 660201a), 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 undertheCalifornia 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) I feeform.xls (10/98)dmm
a
GDA ENGINEERING ),..AND SURVEYING Title: THEVEOUS CONSTRUCTION Job # 99079
,220 GRAND AVENUE Dsgnr: KCL Date: 11:52AM, 27 DEC 99
�OROVILLE, CA 95965
Description: JERNIGAN HOME
APN 72-29-148
530-533-2068 gda@quiknet.com Scope: STRUCTUAL CALCULATIONS
(FAX) 530-533-3551
User: KW )601736. Ver 5.1.2, 13 -Jun -1999, Whn Restrained Retaining Wall Design Page 1
(c) 19a3.99 ENERCALC _
Description
Criteria
Retained Height = 9.00 ft
Wall height above soil = 2.00 ft
Total Wall Height = 11.00 ft
Top Support Height = 9.00 ft
Slope Behind Wall 0.00:1
Height of Soil over Toe = 0.00 in
Soil Density = 120.00 pcf
Soil Data
fc = 2,500 psi
Allow Soil Bearing
= 3,500.0 psf
Equivalent Fluid Pressure Method
Heel Active Pressure
= 35.0
Toe Active Pressure
= 35.0
Passive Pressure
120.0
Water height over heel
= 0.0 ft
FootingIlSoil Friction
= 0.300
Soil height to ignore
= 0.00 in
for passive pressure
= 0.00 in
Footing Strengths &Dimensions
fc = 2,500 psi
Fy = 40,000 psi
Min. As %
= 0.0014
Toe Width
= 0.34 ft
Heel Width
= 1.00
Total Footing Width
= 1.34
Footing Thickness
= 12.00 in
Key Width
= 0.00 in
Key. Depth
= 0.00 in
Key Distance from Toe
= 0.00 ft
Cover @ Top = 2 00
in @ Btm.= 2.00 in
Wind on Stem =
0.0 psf
ACI Factored @ Toe =
2,677 psf
Toe
Surcharge Loads
g---------------------
-
Uniform Lateral Load Applied to Stem
Adjacent Footing Load
7.9. psi OK
Surcharge Over Heel =
0.0 psf
Lateral Load = 0.0 #/ft
Adjacent Footing Load =
0.0 lbs
>>>NOT Used To Resist Sliding & Overturn
,..Height to Top = 0.00 ft
Footing Width =
0.00 ft
Surcharge Over Toe =
0.0 psf
...Height to Bottom = 0.00 ft
Eccentricity =
0.00 in
NOT Used for Sliding & Overturning
fb/FB + fa/Fa
Wall to Ftg CL Dist =
0.00 ft
Axial Load Applied to Stem
=
Moment..... Allowable
Footing Type
Line Load
Shear Force @ this height
99
Base Above/Below Soil =
0.0 ft
Axial Dead Load -
665.0 lbs
-at Back of Wall
'Axial Live Load' =
1,056.0 lbs
Axial Load Eccentricity =
0.0 in
Design Summa
Mason Stem Construction
Total Bearing Load =
3,201 lbs
Thickness = 8.00 in fm =
1,500 psi Short Term Factor
= 1.330
...resultant ecc. =
0.68 in
Wall Weight = 84.0 pcf Fs =
24,000 psi Equiv. Solid Thick.
= 7.600 in
Soil Pressure @ Toe
1,786 psf OK
Stem is FREE to rotate at top of footing
Block Type = Normal Weight
n Ratio (Es/Em) = 25.778
No Special Inspection
Soil Pressure @ Heel =
3,003 psf OK
_
3 500 f
Solid Grouted
Mmax Between
Allowable I F.
Soil Pressure Less Than Allowable
Results
ACI Factored @ Toe =
2,677 psf
Toe
ACI Factored @ Heel =
4,501 psf
Design height
Footing Shear @ Toe =
7.9. psi OK
Rebar Size
Footing Shear @ Heel =
7.5 psi OK
Rebar Spacing
Allowable =
85.0 psi
Rebar Placed at
Reaction at Top =
472.5 lbs
Rebar Depth 'd' ,
Reaction at Bottom =
1,277.5 lbs
Design Data
-85.00 psi
fb/FB + fa/Fa
Sliding Calcs Slab Resists All Sliding I
1,277.5 lbs
Moment.... Actual
Lateral Sliding Force
=
Moment..... Allowable
Shear Force @ this height
Shear..... Actual
Shear..... Allowable
Footing Design
Results
lj u
Toe
eel
Factored Pressure
= 2,677
4,501 psf
Mu': Upward
= 159
244 ft-#
Mu': Downward
= 12
97 ft-#
Mu: Design
= 147
147 ft-#
Actual 1 -Way Shear
= 7.92
7.50 psi
Allow 1 -Way Shear
-= 85.00
-85.00 psi
@ Top Support
Stem OK
9.00 ft
# 4
24.00 in
Edge
= 5.25 in
Rebar Lap Required =
Rebar embedment into footing
0.000
0.0 ft-#
1,032.3 ft-#
0.0 lbs
0.00 psi
25.76 psi
20.00 in
Other Acceptable Sizes & Spacings:
Top & Base
Stem OK
3.80 ft
# 5
8.00 in
Edge
5.25 in
0.934
1,636.8 ft-#
1,751.9 ft-#
25.00 in
@ Base of Wall
Stem OK
0.00 ft
# 4
24.00 in
Edge
5.25 in
0.000
. 0.0 ft-#
1,032.3 ft-#
W.0 lbs
16.25 psi
25.76 psi
6.00 in
Toe: # 4 @ 26.00 in -or- Not req'd, Mu < S ' Fr
Heel: None Spec'd -or- Not req'd, Mu < S ` Fr()FESS/p/j/
Key: No key defined -or- No key defined Q 9
lj u
w n
�cx�
GDA ENGINEERING LAND SURVEYING Title: THEVEOUS CONSTRUCTION Job # 99079
;220 GRAND�AVENUE Dsgnr: KCL Date: 11:52AM, 27 DEC 99
OROVILLE, CA 95965. Description: JERNIGAN HOME
530-533-2068 gda@quiknet.com APN 72-29-148
(FAX) 530-533-3551 Scope: C
ALCULATIONS
•
Rear. 510002
User: KW -0601736, Ver 5.1.2. 13•Jun•1999. Ww42 Restrained Retaining Wall Design Page 2
(c) 198399 ENERCALC c:\enercalc\99079.ecw:Calculation�
Description
Surnmaq of Forces on Footing: Slab RESISTS sliding,
stem is PINNED at footing
Forces acting on footing soil pressure
(taking moments about front of footing to find eccentricity)
Surcharge Over Heel _ lbs
ft
ft-#
Axial Dead Load on Stem = 1,721.Olbs
0.67 ft
1,150.211-#
Soil Over Toe = lbs
ft
ft-#
Surcharge Over Toe = lbs
ft
! ft-#
Stem Weight = 924.Olbs
0.67 It
617.5ft-#
Soil Over Heel = 361.8lbs
1.17 It
423.Oft-#
Footing Weight = 193.8lbs
0.67 ft
129.5ft-#
Total Vertical Force 3,200.6lbs
Moment =
2,320.3ft-
Net Moment User For Soil Pressure Calculations
-181.2 ft-#
A
1 A""•+'
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE, CA 95965
I q,,, - Z X4
1999-0053265
Recorded
Official Records
CountyBUTTE f
CANDACE J. GRUBBS
Recorder
ROSEMARY DICKSON
Assistant
09:08AM 27 -Dec -1999
REC FEE 16.00
CONFORM .0@
COPIES 3.50
Myles
Page 1 of 4
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The
property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this
property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to
herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation,
plowing, spraying; pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established
agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience
or discomfort from normal, necessary farm operations.
All that real property situate in the County of Butte, State of California, described as follows:
Date PROPERTY OWNERS:
State of California
County of 80
On (aFa_vnbW 2(- Igq`f before me,
personally appeared _f4uu n 'ana Ueoorq i7 'Jernlqao personally
known to me (or proved to me on the basis of satisfactory evidence) o be the person(s) whose name(s) is/are subscribed to the within
instrument and acknowledged to me that belshe/they executed the same in his/her/their authorized capacity(ies), and that by
his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the
instrument.
WITNESS my hand and official -seal. _
Signature d,,2i� Seal:
_AP.# 79-�g-�yg3
72 - 3 3 - y, N, 1,57 l q,j AQ/ 2/ .
JOANNE I HIPCHEN
0 cc"M.0 iisesas
NOTARY PU8CM$, LIFORNIA
e COUNTY n
{J�JNE,?7, 2002 i
ORDER NO. BU -173375-3
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•
THE SOUTH HALF OF THE NORTHEAST QUARTER; THE SOUTHEAST QUARTER AND
THE EAST HALF OF THE SOUTHWEST QUARTER OF SECTION 22; THE SOUTH
HALF, AND THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION
23; THE EAST HALF OF THE SOUTHEAST QUARTER; THE EAST HALF OF THE
NORTHEAST QUARTER, AND THE EAST HALF OF THE WEST HALF OF THE
NORTHEAST QUARTER OF SECTION 27; THE WEST HALF OF THE WEST HALF OF
SECTION 35; AND THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF
SECTION 34, ALL IN TOWNSHIP 19 NORTH, RANGE 5 EAST, M.D.B. & M.
EXCEPTING FROM THE EAST HALF OF THE SOUTHEAST QUARTER OF SAID
SECTION 27, ALL IRON, COAL, LIGNITE, ASPHALTUM, PETROLEUM OILS,
GYPSUM, GOLD, SILVER, ETC., IN AND UNDER AND WHICH MAY BE PRODUCED
FROM SAID PROPERTY AND RIGHT TO MINE AND REMOVE SAME, AS EXCEPTED
IN DEED FROM CENTRAL PACIFIC RAILROAD COMPANY TO MARY E. MC MILLAN,
RECORDED MAY 25, 1907, IN BOOK 98 OF DEEDS, PAGE 435, BUTTE COUNTY
RECORDS.
ALSO EXCEPTING FROM THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER
OF SAID SECTION 23, THAT PARCEL OF LAND DESCRIBED IN DEED FROM
JAMES ANDREW TO S. H. HURLES, ET AL, IN TRUST FOR CEMETERY
PURPOSES, RECORDED MARCH 25, 1882, IN BOOK 21 OF DEEDS, PAGE 318,
BUTTE COUNTY RECORDS.
ALSO EXCEPTING THEREFROM ALL THAT PORTION OF THE NORTHEAST QUARTER
OF THE SOUTHEAST QUARTER OF SAID SECTION 23, LYING NORTHERLY OF THE
OROVILLE-FORBESTOWN. ROAD, CONTAINING 1 ACRE, MORE OR LESS, AS
DESCRIBED IN DEED FROM MERTEZ E. RAMSY AND JOSEPH JONES TO ALONZO
E. JONES, RECORDED FEBRUARY 5, 1958, IN BOOK 924, PAGE 135,
OFFICIAL RECORDS.
ALSO EXCEPTING THEREFROM THAT CERTAIN PARCEL OF LAND DESCRIBED'IN
DEED EXECUTED BY FRANK J. SALAS, JR., ET AL, TO THE STATE OF
CALIFORNIA, RECORDED JULY 26, 1967, IN BOOK 1480, PAGE 214,
OFFICIAL RECORDS, AND BY DEED EXECUTED BY CAROL LYNNE SALAS,
RECORDED JULY 26, 1967, IN BOOK 1480, PAGE 210, OFFICIAL RECORDS.
ALSO EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PARCEL OF LAND:
BEGINNING AT THE SOUTHWEST CORNER OF PARCEL 4, AS SHOWN ON THAT
CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE
COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 68 OF MAPS, AT
PAGE(S) 5;�THENCE SOUTH 84 DEG. 56' 53" EAST, 912.37 FEET TO THE
CONTINUED
r_
ORDER NO. BU -173375-3
DESCRIPTION - CONTINUED
PARCEL I - CONTINUED
WESTERLY LINE OF HURLETON SWEDES FLAT ROAD; THENCE NORTHERLY ALONG
SAID WESTERLY LINE, NORTH 02 DEG. 27' 10" EAST, 95.60 FEET TO THE
SOUTHEAST CORNER OF SAID PARCEL 4; THENCE WESTERLY ALONG THE SOUTH
LINE OF SAID PARCEL 4, SOUTH 89 DEG. 02' 53" WEST, 913.04 FEET TO
THE POINT OF BEGINNING.
ALSO EXCEPTING THEREFROM A PORTION OF THE SOUTH HALF OF THE
NORTHEAST QUARTER OF SECTION 22, AND' A PORTION OF THE SOUTH HALF OF
THE NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 19 NORTH, RANGE 5
EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF THE SOUTH HALF OF THE
NORTHEAST QUARTER OF SAID SECTION 22; THENCE SOUTH ALONG THE WEST
LINE OF SAID SOUTH HALF OF THE NORTHEAST QUARTER, A DISTANCE OF 840
FEET; THENCE LEAVING SAID WEST LINE AND RUNNING EAST, PARALLEL WITH
THE EAST AND WEST CENTERLINE OF SAID SECTION 22 AND PARALLEL WITH
THE EAST AND WEST CENTERLINE OF SAID SECTION 23, A DISTANCE OF
4,500 FEET,, MORE OR LESS, TO THE CENTERLINE OF THE HURLETON-SWEDES
FLAT ROAD; THENCE NORTHERLY ALONG SAID CENTERLINE, 200 FEET, MORE
OR LESS, TO A POINT IN THE SOUTHERLY BOUNDARY LINE OF THAT CERTAIN
PARCEL OF LAND DESCRIBED IN DEED TO THE STATE OF CALIFORNIA,
RECORDED JULY 26, 1967, IN -BOOK 1480, PAGE 210, OFFICIAL RECORDS,
SAID POINT BEING SOUTH 32 DEG. 54' 41" EAST, 30.00 FEET FROM THE
'NORTHWESTERLY TERMINUS OF THE LINE DESCRIBED IN SAID DEED IS SOUTH
32 DEG. 54' 41" EAST, 60 FEET; THENCE ALONG SAID STATE OF
CALIFORNIA PARCEL, THE FOLLOWING 5 COURSES AND DISTANCES: 1)
NORTH 32 DEG. 54' 41" WEST, 30.00 FEET; 2) NORTH 20 DEG. 40' 00"
EAST, 170.00 FEET; 3) NORTH 69 DEG. 20' 00" WEST, 450.00 FEET; 4)
NORTH 71 DEG. 06' 55" WEST, 650.31 FEET; AND 5) NORTH 63 DEG. 41'
10" WEST, 257.11 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH
HALF OF THE NORTHWEST QUARTER OF SAID SECTION 23; THENCE WEST ALONG
SAID NORTH LINE AND THE NORTH LINE OF THE SOUTH HALF OF THE
NORTHEAST QUARTER OF SAID SECTION 22, A DISTANCE OF 3,350 FEET,
MORE OR LESS, TO THE POINT OF BEGINNING.
ALSO EXCEPTING THEREFROM A PORTION OF THE SOUTH HALF OF THE
NORTHEAST QUARTER AND A PORTION OF THE NORTH HALF OF THE SOUTHEAST
QUARTER OF SECTION 22, AND A PORTION OF THE SOUTH HALF OF THE
NORTHWEST QUARTER AND A PORTION OF THE NORTH HALF OF THE SOUTHWEST
QUARTER OF SECTION 23, TOWNSHIP 19 NORTH, RANGE 5 EAST, M.D.B. &
M., MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER, OF THE SOUTH HALF OF THE
NORTHEAST QUARTER OF SAID SECTION 22, TOWNSHIP 19 NORTH, RANGE 5
EAST, M.D.B. & M.; THENCE SOUTH ALONG THE NORTH AND SOUTH
CONTINUED
DESCRIPTION - CONTINUED
PARCEL I - CONTINUED
ORDER NO. BU -173375-3
CENTERLINE OF SAID SECTION 22, A DISTANCE OF 840 FEET TO THE TRUE
POINT OF BEGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED; THENCE
FROM SAID TRUE POINT OF BEGINNING, CONTINUING SOUTH ALONG SAID
CENTERLINE, A DISTANCE OF 820 FEET; THENCE LEAVING SAID CENTER LINE
AND RUNNING EAST, PARALLEL WITH THE ,EAST AND WEST CENTERLINE OF
SAID SECTION 22, AND PARALLEL WITH THE EAST AND WEST CENTERLINE OF
SAID SECTION 23, A DISTANCE OF 4,125 FEET, MORE OR LESS, TO THE
CENTERLINE OF THE HURLETON-SWEDES FLAT ROAD; THENCE NORTHERLY ALONG
SAID ROAD CENTERLINE, A DISTANCE OF 950 FEET, MORE OR LESS, TO A
POINT WHICH BEARS EAST, PARALLEL WITH,THE EAST AND WEST CENTERLINE
OF SAID SECTION 22, AND PARALLEL WITH THE EAST AND WEST CENTERLINE
OF SAID SECTION 23, FROM THE TRUE POINT OF BEGINNING; THENCE WEST
ALONG SAID PARALLEL LINES, A DISTANCE OF 4,500 FEET, MORE OR LESS,
TO THE TRUE POINT OF BEGINNING.
ALSO EXCEPTING THEREFROM LOTS 1 TO 44, INCLUSIVE, AS SHOWN ON .THAT
CERTAIN MAP ENTITLED, "SWEDES FLAT SUBDIVISION", WHICH MAP WAS
RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE,
STATE OF CALIFORNIA, ON JANUARY 12, 1982, IN BOOK 85 OF MAPS, AT
PAGE(S) 33, 34; 35, 36, 37, 38, 39, 40, 41, AND 42.
PARCEL II•
r
THE EAST HALF OF THE WEST HALF AND THE WEST HALF OF THE SOUTHEAST
QUARTER OF SECTION 27, TOWNSHIP 19 NORTH, RANGE 5 EAST, M.D.B. & M.
LAND DEVELOPMENT
OROVILLE / HIC
BUILDING ENVIRONMENTAL HEALTH PERMIT CLEARANCE
OWNERS ?� it A.P.
NAME L�/� NUMBE
PRINT LAST NAM9 FIRST
ADDRESS / LOCATION:
COUNTY ZONING
DESIGNATION: FLOOD MAP:
APPROVED: CONDITIONALLY
Building Permit No.
- D- 2 3
72— 33— 4� /. �/5/'. "/9 Z0
FLOOD ZONE:
RESOLVE PROBLEMS PRIOR TO
PARCEL CREATION BY DEEDS OR MAP
DEED INFORMATION: 'P
OkNO
DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS R
COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION:
YES NO
+ i
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FOWPIRMAJI
MAP INFORMATION:
Nc-1443e-)�2 5-,
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(TWis i5
4c% ZG& /.,,t2c,cC
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 DIWSION UNLESS OTHERWISE NOTED.
X. Maintain a 50 ft. building setback from centerline of road.
2. Maintain a ft. building setback from right-of-way/centerline
—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.
rom_6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department.
�/77. 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 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.