HomeMy WebLinkAbout073-320-021I I I 11
073-320-021 PERMIT#98-1030
BAKER, Lawrence
80 Restive Dr., Oroville n 9
Cont: ntegrity Homes Inc. C1 /
Mobileho e Utilities ' / Qf9
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SUPPORT STRUCTURE O /l/U
073-32-0- 1 98-1224 MHI
BAKER, L wrence
80 Restive Drive, Oroville
(MHI/98-1030) Integrity Homes
073-320-021 03-3151
BAKER, LAWRENCE
80 RESTIVE DRIVE, OROVIL INALE
CONT: BRODERICK, BRUCE U U3
EX MH ON PERM FND
073-320-021 PERMIT#97-120AG
BAKER, Lawrence C.
80 Restive Dr., Oroville
Ag Ex Permit-Tools,Tractor,Horses
7
k?
K3
RECORDING REQUESTED BY:
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE CA 95965
C09:11Y of Document Recorded
30 -Oct -2003 2003-0076315
Has not been compared with
original
BUTTE COUNTY RECORDER
SPACE ABOVE THIS LINE FOR RECORDER USE ONLY
NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH,
INSTALLATION ON A FOUNDATION SYSTEM
Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code
Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit
described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document
shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to
its contents to all persons thereafter dealing with the real property.
LAWRENCE C. BAKER AND METTIE M. COOPER
REAL PROPERTY OWNERILESSOR
80 RESTIVE DRIVE
MAIL[NG ADDRESS
OROVILLE BUTTE CA 95966
CITY COUNTY STATE ZIP
SAME
INSTTATLLAATTION MAILING ADDRESS, IF DIFFERENT
CITY COUNTY STATE ZIP
SAME
UNIT OWNER (if also property owner, write "SAME")
SAME
MAILING ADDRESS
SAME
CITY COUNTY STATE ZIP
UNIT DESCRIPTION
BUTTE COUNTY BUILDING DIVISION
LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY
7 COUNTY CENTER DRIVE
MAILING ADDRESS
OROVILLE BUTTE CA
95965
CITY COUNTY STATE
ZIP
03-3151 530
538-7541
BUIIAIN PERMIT NO.. r TELEPHONENUMBE
P iz
SIGNATURE OF LOCAL AGENCY OFFICIAL
DATE
NONE
DEALER NAME (if not a dealer sale, write "NONE")
NONE
DEALER LICENSE NO.
SAHARA 1978 UNKNOWN
MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEINUMBER
SN B/A 812481 55'X24' 092179/8
SERIAL NUMBERS) LENGTH X WIDTH INSIGNIAILABEL NUMBER(S)
REAL PROPERTYLEGAL DESCRUMON ASSESSORS PARCEL NUMBER AP # 073-320-021
SEE ATTACHED
HCD FORM 433(A) REV. 8/91
WIIITE - County Reenrder CANARY . Hr'.r) PnJV _ e.",1;—, not not ronn
!�J
LOi10105 08:46 FAX 550 553 1589 BIDWELL TITLE OROVILLE 004
ORDER NO. BU -162264-5
1D8eCRXpTIoN
THE LAND RZFERREO TO IN THIS REPORT IS SITUATED IN TRE STATE OF
CALIFORNIA, COUNTY OF BUTTE, AND IS DESCMED AS FOL14WS:
ram
LOT 1, AS SHOWN ON THAT CERTAIN NAS ENTITLED* "ROBINSON MILL
"RANCHES SUBDIVISION",'WHICH MAP WAS RECORDED IN THE OFFICE OF THE
RECORDER OF TOR COU"Y OF BUTTE, STATE OF CALIFORNIA, ON APRIL. 22,
1983, IN NOOX 91 OF NAPS, AT FAGE(Sj 21 THRU 23,
p-�i b =I l
A RIGHT OF VAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER RESTIVE
DRIVE+ PROVENZA DRMI APRIL COURT An ANOEIA COURT, AS sHowN ON
THAT CERTAIN EMAP ENTITLED, 11103INSON MILL UNCH93 S[7BMISION",
WHICH MAP WAS RECORDED IN TIM OFFICE OF TIM RECORDER OF THE COUNTY
OF BUTTE, STATE OF CALIFORNTA# ON APRIL 22, 19831 IN BOOK 91 GF
MAPS, AT PAGE(S) 21 THRO 35.
EXCEPTING TiIERSnWX ALL THAT PORTION LXYNG WITHZR THE HOUNDS OF
FAACEL 1, DESCRIBED HEREIN.
BUILDING PERMIT NUMBER: 03-3151
Address or location of unit: 80 RESTIVE DRIVE, OROVILLE CA 95966
Legal Description of Real Property: AP # 073-320-021
SEE ATTACHED
(x) Mobilehome/Manufactured Home
() Commercial Coach
Has been affixed to the real property above by installation on a foundation system
pursuant to Health and Safety Code Section 18551.
Owner's name: LAWRENCE C. BAKER AND METT1E M. COOPER
Owner's address: 80 RESTIVE DRIVE, OROVILLE CA 95966
INSIGNIA OR HUD NUMBER: 09217 9/8
SERIAL NUMBER OR V.I.N.: SN B / A 812481
MANUFACTURER'S NAME: SAHARA YEAR: 1978
It It
OFFICIAL APPROVING INSTALLATION:
DATE: `'6 - �P 7-6
PHONE: (530) 538-7541
H.C.D. 513C
STATE OF CALIFORNIA
BUSINESS, TRANSPORTATION AND HOUSING AGENCY
DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPU ENT
DIVISION OF CODES AND STANDARDS
REGISTRATION AND TITLING PROGRAM
STATIMENT OF FACTS
This unit is a: M Mobilehome 0 Commercial Coach 0 Floating Home 0 Truck Camper
Decal (License) No.(s)
Trade Name
Serial No.(s)
I/We, the undersigned, hereby state:
u
5 AI- 215P/eceLa
-
I/We further agree to indemnify and save harmless the Director of Housing and Community Development, State
of California, and subsequent purchasers of said unit, for any. loss they. may suffer resulting from registration of
the above-described unit in California, or from issuance of a California certificate of title covering the same.
Me certify under penalty of perjury that the foregoing is true and correct.
['
Executed on /D h-3 at 1-d (ii//L ��--
(City)
Printed name(s
�r.xlwce (
Address 11 V5 71 e w�c�
City State La-
kOLMU)
4TI 6 -al,
10/10%03 08:48 FAX 530 533 1588 BIDWELL TITLE OROi'ILLE Q002
_____----_ ------------ 6RAYVAVIS,GOVc,00r
---- --- - CY - �~ J51NG q�O•
�—------------ apoKfAJ10NAkDldO�
'^ NiTY pEVELOPMENT
IA. ®uslt+ss,Twas� 3
STATE of c0.t IFORH �� QUSlt4G F►NO COMMU
DEPARTMENT OF H G O
da*ds ti
p;vib�oOS89.1nd
oo f G
S ?y Usti
Title Sea8rrzd ,00�
pate printed ; SFO
Use, Code*drice Code: AED
L,AZ3?64 Orifi 1979
Decal #: SAH -A Rating Year: LFT
Manufacturer: Tax TY9e:
SAHARA
Trndename: Last I1.T Amount:
Model:Date: ooro011978 pate II;T Fee Paid: NONE
1'aanu%daed ILT Exemption:
RegistrationE 11/201197$
• First Sold On: Width
-930Label l Insignia Length 12'
Serial Number $S 12'
092179
SN6812481 092178
5NA812481
Record Conditions'
Voluatari Conversion to i.,FT
Registered Ov�neT' LAWRENCE C BAKER
80 RESTIVE DR
OROVILLE, CA 95966 1611999
Last Tittle Date: 03/16/1999 Transferred on 05/2811998
Last Reg Card: price $30,971,00 Tri's
SalelTransfer Ilio:
Situs Address: ao ESTI t DR
ORO)MLE, CA 95966
Situs County: BUTTE
Pending C owner: INTEGRITY HOMES
1740 ft, ATHER RIVER BLVD
Repo
Sold On: - 06/0111998
Legal O er: FiNANC1AL SERVICING C
GREEN'r�
p0 BOX 430
PANCHO COR 0o/051194 CA 90 00102
ie ted Ont
CA
{.,iett Yar'f
Inactiv DeGa11DNtV:
DMV SP3429, DECAL AAT'2' G
. Title Searches: BIDWBI.LL TITLE
1835 RO'3TNSON ST
pOBOX811 g59G5
URO�4, CA
.211763-]C
Title File Nu:.
*** END OV TITLE SLARCH **
10/24/2003 15:11 5308776164
y
October 23, 2003
ENVIRMENTALHOUSIMG,
OROVILLE
18351Sobinson St.
PO Box 911
Orovi,le, CA 95965
(530) 533-2414
FAX (330) 533-1589
• County of Butte
Dept. of Development Services
Building Division
7 County Center Drive
Omville. Ca. 95965
Our Escrow No: 211763
Property: 80 Restive, Oroville, Co. 95966
PARADISE
7126A Skyway
PO Box 490
Paradise, CA 95967
(530) 877-6262
FAX (530) 872-5129
PAGE 02
GRIDLEY
560 Xentuc*
PO Box 949
Gridley, CA. 9$948
(530) 8464005
FAX (530) 846.0594
The above mentioned property is being gold: A permanent foundation eystcm permit has
been applied for in order to obtain a 433A on the peoperty. The current lienholder, their
successors or assure, referenced on the NCD title seared (copy hereto attached) will be paid
in fid] at the close of escrow.
Pending the receipt of the 433A, the estimated close of escrow is scheduled to be closing
within 14 days from this date.
Picric feel free to call me should you have any questions.
Sincerely,
Janie Clark,
Bscraw Officer
1635 Robinson SL PO Hoz 811 Otovltle, CA 95965
Y
Phone: • (530)132M414 • Pax: (530)533-158P
room RQQT r.r.o net TV..4 oc:eT Cni9t,,nt
LO/10/03 08:46 FAX 530 533 1589 BIDWELL TITLE OROVILLE
Mid V- 10 the R a
A!!d Valley T1N1
97 -0382951'
& Ea
F Ftrnow r�lfi�fltjl
Rec Fee
8.00
Order No.
i
DOC
15.95
Esetow No. 1022134-3 MAM
Recorded I
IRF
2.00
"Loan No.
Official R000rde I
Check
25. 35
WHEN RECORDED MAUL TO:
County of I
Butte I
LAWRENCE C. BAKER
Candace J. Drubbe I
METTLE M. COOPER
R■cerdrr 1
297 SIMMONS ROA ID
9soo■+� 13 -Out -97 1
rtvre
HD 2
CROVILLE. CA 95968
4PALL' 1100VE 9MID UNE FOR RECOROCRO USE
MAIL TAX STATEMENTS TO: 00g1tY►ENTARY 9FER TAX 01593
SAME AS ABOVE v �1Nh6 on me emelOsnrEoe a raiw a PQM ap,,� eQ OR
o CeIIER+UO olr 4N oeraloveuorl OP dPire bee lePi er errr�rrbrenrme
10 dee of td%
ORO -C t�rua
son" of 0"WN a AWr owmrnhhe ax F6m Nem,
APA ora -30.01 QRANT DEED
FOR A VALUABLE (XMB=RATtOt . ego of vtich k N" ack"M*W#
HENRY T. RUNGE, JR., TRUSTEE OF THE HENRY 4. RUNGE, JR. AND CVNTtftA A. RUNGS LMNQ
TRUST -
hereby OPAWT(SI to
Tenants C£ C. BAKER. an unmarriedTenantm MOM AND METTLE K COOPER, an LIMMAirried w6m8no as Joint
the reel prop" m a* YnIr*wRw&W Wp of ft
County of sum
deserted as
SEE ATTACHED L90AL DESCRIM%
Dated
STATE OF CALVOMA
O%Wry OF Wtbe
on 9#0ber 9, 1997
6
M
t
pw%*r q Brown tome Ler p -q0 M nue on tore beet of eati�aatory
W dumv) to to the p WXOI Won WMN aiero ■aea" to are
VAM irouMM4 end edarowreaoea b nue 00 hM&%& W m■o4d
use "me M hbfiwf t* WraMIUM akeedmm". &V go by
h!sftwfflMr elprWuretN an !tw heitRsr M tM Herec W or Ore V"
upon b"w a ttu � eN� fid k�8urner8
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Sgnatur
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Mite of Cnllhprnle,
it»tt T. Ri�+A,L'. JR. -- CrnrrxsA A. RUN=
ZIMMY T MFVIUI W,1EZ.-jFfa--Z
�. 1Jrj
wJ-
� 003
In
10/10/03 08:46 FAX 530 593 1589 BIDWELL TITLE OROVILLB
ORDER NO. EU -1622G4-0
AESCRXMON
THS IA[dD REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF
CALIFORNIA, COUNTY OF SVTTE, AND IS DESCRIBED AS FOLLOWS:
LOQ' 1, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROBINSON MILL
'RANCHES SUBDIVISION", -WHICH NAP WAS RECORDED IN THE OFFICE OZ: THE
RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 22,
1985, xN 1BOOX 93 OF MAPS, AT PAGE(g) 21 TMW 25.
A RICHT OF VAY FOR ROAD AND PUELIC UTILITY PtP!tPOSEB OVER REBTYVE
DRIVE, PROVENZA DRZVE, APAIL COURT An ANGEL& COURT, AS SHOW ON
THAT CERTAIN MAP ENTITLED, 1'3tOBZNSOtt MILL RANCHES SUEDrVIgjoN",
WHICH MAP WAS RECORDED IN THE OFFICE OF TIM RECORDER OF THE COUNTY
OF BUTTE, STATE OF CALIFORNIA, ON APRIL 22, 1993, IN BOOK 91 OF
MAPS, AT PAGE($) 21 THRO 25.
EXCEPTING TYEREFROX ALL THAT PORTION LYING W$THXN THE boti'NCS OF
PARCEL 3, DESCRIBED HEREIN.
0
Z004
NOTES
RESIDENTIAL
? ' 073-320-021 03-3151 I
PERMIT N0. BAKER, LAWRENCE
80 RESTIVE DRIVE, OROVILLE F
CONT: BRODERICK, BRUCE
fi EX MH ON PERM FND
I;
4,
THE HCD FORM 433A FOR THIS MH CANNOT BE
RECORDED UNTIL ONE OF THE FOLLOWING HAS
BEEN TURNED IN TO THE BUILDING DIVISION:
(1) LICENSE PLATE(S) OR DECAL (THE
INSPECTOR MUST RETREIVE).
(2 STATEMENT OF FACTS (ONLY ON NEW
MH' S).
INSPECTOR TO VERIFY SERIAL & LABEL #'S.
SPECIAL CONDITIONS
CHECKED
BY
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
JOB FINALED (Dat `�
• .r
' Signature ~' y
J=OK
0 = Not OK
. = Not Readyable
Card B-1 Date Card B-1
MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
_ 1.
1.
Zoning Requirements-Setbacks-Easements
Footings; Size -Spacing -Marriage Line
2.
Soils; Special MH Support Sketch
4.
3. Sewer; Location-Test-Fall-C/O-Concrete
5. Drain; MH Test -Fall -Flex Connector
4.
Water; Location-Test-Easement Needed (Sketch)
7.
5.
Electricity; Location-Clearances-Grnd-/ /Amp-Concrete
Gas and Electricity Tagged
6.
Gas; Location-Test-Wrap;-/ /" L 'ft.
/ P Nat. or/ /" L "ft./ P LPG
Exits; Insp.-Sketch
7.
Well Clearance & Disconnect
Gas; MH Test -Demand -Valve
8.
Utility Clearance
5.
Electricity; MH Test
10.
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
Date
DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
Card B-1 Date
Card B-1
Date
Card B-1 Date
Card B-1
Date
PERMANENT END SYSTEM (ONLY)
Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails
1.
Zoning Requirements -Setbacks -Easements
5.
2.
Footings; Size -Spacing -Marriage Line
6.
Carports; Windows -Doors
3.
Blocking
Electric
4.
Gas; MH Test -Demand -Valve
9.
5.
Electricity; MH Test
10.
Roof; Shthg-Roofing
6.
Water; MH Test*
Ext.; Steps -Doors -Landings
7.
Water and Sewer Connected
8.
Gas and Electricity Tagged
Card B-1 Date Card B-1
9.
Exits
Card B-1 Date Card B-1
Date
10.
License Decals
1.
Setbacks -Easements
11•..
Verify #'s with Office
Soils; Compaction -Structure Stability
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
Date
Elec.; Receptacles and Lighting, Distance-GFI
Card B-1 Date
Card B-1
Date
Card B-1 Date
Card B-1
a
1
MISCELLANEOUS
Date
,Sri F3� 12
DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
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-Beams-Rftrs-Connectors
Shthg-Frg-Bracing
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
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 Lghtg.
Boxes- Enclosures-Panel boards- Ins. to Main Conduit
9. Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11.
Light Niche
12.
Enclosure; Fencing -Alarms
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
J=OK
0 = Not OK
- = Not Applicable
. = Not Ready
RESIDENTIAL (Single & Duplex)
Date
UNDERFLOOR (Plans) OK except #'s
1. Zoning -Setbacks -Easements -Flood -Slope
2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth
Date
5. Stemwalls, Main; Steel-Blockouts-Wrapped
Date
6. Stemwalls, Garage; Ste31-Blockouts-Wrapped
Date
6a. Hold Downs and Special Anchors
7. Slab, Steel -Wrapped
8. Piers -Fireplace Ftg.-Steel
9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test
11. Water Pipe; Test -Anchors -Regulator -Service Test
12. Electric Underground
13. Plenums & Ducts; Clearance -Material -Support -Ins.
14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
15. Access & Ventilation
16. Insulation
74. Elec. Outlets & Receptacles at Kit. Counter
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
PLUMBING (Permit) OK except #'s
17. Water Htr.; Vent -Access -Combustion Air Baffle
18. Water Pipe; Test & Anchor -Nail Protection
19. D.W.V.; Test Fittings & Anchor -Nail Protection
20. Shower Pan; Test, First Floor -Tub Access
21. Test Tub & Shower, Second Floor -Tub Access
22. Gas Pipe; Sixe & Anchors
_
23. Fire Sprinkler; Test
84. Stucco Brown -Finish
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
ELECTRICAL (Permit) OK except #'s
24. Fixture & Transformer Clearance -Ins. Protection
25. Elec. Receptacles Spacing -Lights & Switches at Doors
26. Size Boxes & No. of Cor.ductors Stapled
27. Romex Installed Close to Edge of Studs & C.J.
28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
29. 2 Appliance Circuits in Kitchen & Conductor Size GFI
30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or At
31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al
Insulated Neutral 0 Yes O No
32. Service -Riser Conductors & Ground Main Disconnect
Date
33. Equip. Clearances Panels-Motors-Mech. Equip.
Date
34. Clothes Closet Light-Shcwer Light -Spa Light
Date
35. Smoke Detector
Comments at Final:
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MECHANICAL (Permit) OK except #'s
36. A.C. Ducts Insulation & Support
37. Vent Fan, Exhaust above insulation
38. Condensate Drain & Overflow, Size & Grade
39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet
40. 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 (Permit) OK except #'s
41. Sills Proper Materials & Anchors
42. Walls Studs -Nailing Spacing & Braces -Plates -Sound
43. Bearing Walls over Girders & Floor Nailing
44. Draft Stop in Walls (rat proof)
45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
46. Headers & Beams -Size & Bearing
Date FRAMING (Continued)
47. Hangers -Post Caps -Anchors -Connectors
48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng.
49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance
50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
52. Garage Fire Protection Framing -RC Channel
53. Property Line Firewall & Openings
54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
57. Siding -Nailing Veneer
58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
59. Glazing Area -Glass Protection -Skylights -Plastic
60. Shear Walls; Nailing -Bolts
61. Brace Interior/Exterior Wall Panels
62. Insulation -Walls -Ceilings
63. Infiltration -Walls -Windows
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
64. Ext. Steps -Door & Sidelight Protection -Landings
65. Smoke Detector
66. Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
67. Bedroom Exiting
68. G.F.I. & Bath Fixtures & Tub Access -Spa
69. Elec. Trim & Subpanel, Breaker Sizes & Labels
70. Stairs & Rails
71. Fireplace or Stove, Clearance -Hearth
72. Elec. Outlets at Wood Panel, Int. & Ext.
73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance
74. Elec. Outlets & Receptacles at Kit. Counter
75. Garage Fire Door; Swing -Landing -Closure
76. A.C. Duct in Garage -Damper
77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
78. Plb.; Elec. & Mech. Equip. Listed for Location
79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection
80. Insulation -Foam -Looked in Attic
81. Guard Rails & Deck Construction -Post Caps
82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor ❑ Yes
_
83. Following Instld./Drive 0 Yes 0 No/Walks O Yes 0 No/Planters 0 Yes 0 No
84. Stucco Brown -Finish
85. A.C. Unit Disconnect, Electrical -Plumbing
86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
87. Water Well, Disconnect, Electrical, Plumbing'
88. Exterior Elec. Trim, G.F.I. Receptacle -Underground
89. Ventilation Throughout House
90. Glass Protection
91. Corrections from Previous Inspections
92. Gas Test -Meters Tagged, Gas -Electric
93. Water & Sewer Connected -C/O to Grade -HD Approval
94. Energy Compliance Certificate -Other Certificates
95. Address Posted
96. Fire Sprinkler
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 - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
t 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 V PERMIT NO.
(Rev. 12/96) APPLICATION ANDPERMIT 03-3151
ASSESSOR PARCEL NUMBER '
073-320-021
ZONING
BUILDING PERMIT
OWNER
B
TELEPHONE
873-50
SO, FT. OCC. BUILDING VALUATION
. OWNERS MAILING ADDRESS '
80 RESIVE DR. OROVILLE 95966
CONTRACTOR'S NAME ITELEPHONE
BRUCE BRODERICK
873-5059
1-120 R 71,280.00
CONTRACTORS MAILING ADDRESS
PO BOX 785 MAGALIA CA. 95954
CONSTRUCTION LENDER
LENDER'S MAILING ADDRESS
Fireplace
Total Valuation $ 71,28 .00
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee $
20.00
Permit Fee 513.50/2 $
256.75
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $
23.00
BUILDING ADDRESS
80 RESTIVE DR. OROVILLE CA. 95966
Energy Plan Checking Fee $
$
PERMIT FEE $
299.75
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Fling Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome A Other
SPECIFY
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15.00 15.00
Each gas water heater or vent
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Util [3M ENDFX SITE Installation ❑• Other I
�'
Describe Work: �'X FR
Gas piping system 1 - 5 outlets
15.00
Buildingsewer
15.00
Mobile Home I S I G I W
920.00
PERMIT FEE $
50,00
ELECTRICAL PERMIT
Fling Fee 20.00
RLESS
Main Service 2001 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 . full force and effect. ^�/-
License Class Lic. No. 1360 �3,�
OWNER -BUILDER DECLARATION
1 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 2001 TO
46.00
CCU000A
NEW CONST. DWEWNCi OCCUP.
OR ADONS. ( a ACC. S.
SO
3.50 FT
NoµHOESID. MULTI.OUTLET
97,50
PSO APPARATus
b SINGLE OUTLET CIR.
Ex. Occup. OUTLET OR FORURES
20 @ I'50
BAL p .so
OR
Ex. Occup. oF"LL,TLEETS AaID.) EAn
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wirina
23.00
PRE INSPECTION
_SSUE
PERMIT FEE $
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.
❑ 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
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
' of one hundred dollars ($100) or less.)
I certify that in the performance of the work for which this permit is issued, I shall
/\ not employ any person in any manner so as to become subject to workers'
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
rthw' hcomply wit ose pr ' isions.
X s �_ a �� w �3 _
Signature of Applicant - ❑Owner ❑Contractor 14eAgent
An OSHA permit is required for excavations over 5'0" deep and demolition or construction
of structures over 3 stories in height.
MECHANICAL PERMIT Filing Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEE $
Mobile Home Installation Fee Is
Energy Inspection Fee Is
occ
coNsr. rvPE
CONST.
TOTAL FEE $ 349.75
p. FEES IMP FLOOD
--- --
CDF
--
PARCEL
__
—
Pp
_
HD
SSUE
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicate above for which fees have been paid.
B Date
PERMIT EXPIRES ON IV �oLl
L Da
rReceiptNo. 390862/$349.75
ITE-D.D.S.-B. D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
.r-�`�f t ��-s,"s��"'+. _.r-v-..r.�...f,,,g5,y;.-p��r.",i,Y+tnW"'"ya'�,i+'r+'.-w �........�.r--..-,�.,,R-..r;:F.'ysP'*'-�ii7�s"yc'Sk'`t�rsi+':�:+4"KS C.r-'i^r�. .•J'Sri.: �5--. rrY^ ._ . •r
... ♦. . . '.:,... . 1.r..'r,. it . ♦ . i 1. ••....
COUNT; OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET
' kOWNER: 61° ASSESSOR PARCEL NUMBER
Proposed Building Use: '� �� �''Y �- Counter Technician: 4�1 Date: / G I �%✓
Items required in order to apply for a permik All boxes MUST be checked OR marked NA in order t' apply.
'6 1. Site plans, 3 or 4 sets, signed by the preparer of the plans,
'❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans.
❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
❑ 4. Engineered truss details and layouts in duplicate. No faxes!
�5 Energy compliance design and supporting documentation in duplicate.
-6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, Tie down or fnd plans, all in duplicate.
❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and talcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be
stamped and wet -signed by the engineer.
,f
Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and
returned to the plan review line-up when required items are received.
Date Received By
❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................
❑ 9. Site plan and business license approval from the City of Biggs ....................................
❑ 10. Letter of intent for non-residential buildings.........................................................
❑ 11. Detached Accessory Building Form filled out by the owner .....................................
❑ 12. Hazardous Material Form...............................................................................
❑ 13. Fire Sprinklers.......:...........................................................................I........
❑ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by
❑ 15. Other
'Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.)
❑ 16. Fees as shown on the attached Schedule of Fees Due Sheet .......................................
❑ 17. Statement of Intent for Non -heated and A/C Buildings .............................................
❑ 18. Sanitation and site plan approval from the Environmental Health Department in
❑ 19. City of Chico Plumbing permit........................................................................
❑ 20. California Department of Forestry plan approval ❑ paid. Sent by:
❑ 21. Planning approval for (A) Use: (B)Parking: (C) Parcel Check:
❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage ...............................
❑ 23. NPDES Form......:......................................................................................
Encroachment Permit for driveway fr_o,rj the Public Works Dept ................................. '•
Pre=Inspection for . 0_X MTS required ................ `
26. Contractor's license information. (Number, Name Style, Classification) ......................
❑ 27. Worker's Compensation Carrier and Policy Number .............................................
❑ 28. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) .....................
❑ 29. Letter of Signature authorization....................................................................
❑ 30. Recorded copy of Agricultural Acknowledgment Statement ....................................
❑ 31'. Manufactured home utility clearance...............................................................
❑ Existing violations and/or expired permits ............................................... a
!7 33. Grant Deed,�M.H. Title/Statement of Facts, etter from Legal Owner C heck to H.C.D. $ C/ a
❑ 34. Other:
When issued Telephone U .. and hold for pickup.
I have been infor ed of the above items and requirements for obtaining a building permit.
rw &g?� r'
' I
Applicant: 2z Date: /0/0/03
1. Index permit application for the above items numbered:
2. Additional items required t Plan Check Letter
Contractor designer, owner, -was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date:
Contractor, designer, owner was advised of the above d to by ❑ phone, O mail, ❑ count r b Date:
Plans reviewed by: 1 Y l: C�i Date: D Plans approved by: ' Date:_ • _-037
Structural reviewed by: Date: Structural approved by: Date:
Note transfer by: Date:
Yellow: Building Division
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroviile, California 95965 - Telephone (530) 538-7541
(Rev.12/96) APPLICATION AND PERMIT
ASSESSD �+ zar�tsG BUILDING PERMiT
d�
DWNER/ ef'._ sMT3 5SGS� t��v occ./ BUILDING '2k) VALUATION
M COMRAC a', ADD
COhSTRUCTION LEIMER
'
Fireplace
tENDEas MntuNG ADDRESS
Total_ Valuai
ARCNRECT OR ENGINEER Np13iSE NO. Filing Fee
ARCHREDT OR QIGiNEEi'S MAMING ADDRESS Permit Fee
al sunt REQ r� / Pian Checkii
riSnADD fr,o�-�irh• �� /'//71��i//P CGS G%��f0� En�sY Pian
LOT NO, I SUaDW5t='S NAME (..�..
USEOFSTRUCTURE
SF O Duplex ❑ MoblehomeW Other
speCfflr
TYPE OF WORK
New O Addition ❑ fR�emmo/�del O Utilities O ins;Ia`Mon iher
❑ O�
Describe Work: [- L/�•/�i �y�• GSC - 4ff J-Y—S ,E
N -
S
Is 20.0
ing Fee is
PERMIT FEE S
HERMIT Fling Fee 20.0
Each Trap 7.00
Solar or heat pump water heater 29.00
Water piping15.00
Each gas water heater or vent 15.00
Gas piping systern 1 - 5 outlets I 15.00h 5
Suildino sewer 15.00
Mobile Home I S G W @20.00
PERMIT FEE S (0—
ELECTRICAL
—
ELECTRICAL PERMIT I Filing Feel 20.0
Main Service =g; 23.00
Main ..Sendce ( 200A TO 1000A 46.00
/1
DIAIF71JN0 LDS. SO
&ACC. sins. 3.50Fr.
T. MUL31-OWLEr
`�' SO
PERMIT FEE PAID
`
$
�a APPARATUS
n0ccup.
OUWOR 001
tau @ 1.sa
M,�En 5.00
pnuttEts
SRAA
Tem or Service 23.00
Mobile Home Facilities 20.00
N w.' in I 23.00
SHERIFF
ME ICAL PERMIT Filing Fee 20.0z.
OTHER
Heating
Cooling
Hood 6.50
$
Venblation
PERMIT FEt $
iobUe Name Installation Fee $
nergy Inspecfion Fee $
o� . TYPE TOTAL FEE $ 73
(indicated
HAL
D. FEES DAP
rWO0
C°F
VARCB.
PD _
N°
6S
AMOUNT RECEIVED
$This
permit is hereby issued under the applicable provision:
the Butte County Code and/or Resolutions to do wor
above for which fees have been paid.
RECEIVED.
DATE RECEIVED .
/\ a
By date
RECORDING REQUESTED BY
AND WHEN RECORDED MAIL TO
SIERRA NEVADA RECONVEYANCE, INC.
P.O. BOX 3255
YUBA CITY, CA 95992
Space above this line for recorder's use
Title Order No. 5 7 9 2 2 7 Trustee Sale No. SN 0 3 5 7 Reference No.
APN 073-320-021
NOTICE OF TRUSTEE'S SALE
YOU ARE IN DEFAULT UNDER A DEED OF TRUST DATED 03/31/97 . UNLESS YOU
TAKE ACTION TO PROTECT YOUR PROPERTY, IT MAY BE SOLD AT A PUBLIC SALE.
IF YOU NEED AN EXPLANATION OF THE NATURE OF THE PROCEEDINGS AGAINST
YOU, YOU SHOULD CONTACT A LAWYER.
On 01/03/01 at 11:00 A.M., SIERRA NEVADA RECONVEYANCE, INC.
as the duly appointed Trustee under and pursuant to Deed of Trust, recorded on 05/06/97 as
Document No. 97-16387 Book Page of Official Records in the
Office of the Recorder of BUTTE County, California, executed by: HENRY T.
RUNGE JR., TRUSTEE OF THE HENRY T. RUNGE JR. AND CYNTHIA A. RUNGE
LIVING TRUST
, as Trustor
ROBINSON MILL RANCHES, A LIMITED PARTNERSHIP
as Beneficiary
WILL SELL AT PUBLIC AUCTION. TO THE HIGHEST BIDDER FOR CASH (payable at time of
sale in lawful money of the United States, by cash, a cashier's check drawn by a state or national bank, a
check drawn by a state or federal credit union, or a check drawn by a state or federal savings and loan
association, savings association, or savings bank specified in section 5102 of the Financial Code and
authorized to do business in this state). At: AT THE STEPS OF THE COUNTY COURTHOUSE,
1 COURT STREET, OROVILLE, CA
Page 1 of 2 (CANOSAIA)
Title Order No.: 579227
Trustee Sale No.: SN 0357
Reference No.: '
APN: 073-320-021
all right,. title and interest conveyed to and now held by it under said Deed of Trust in the property
situated in said County, California describing the land therein:
The property heretofore described is being sold "as is". The street address and other common
designation, if any, of the real property described above is purported to be: 80 RESTIVE DRIVE,
OROVILLE, CA 95966
The undersigned Trustee disclaims any liability for any incorrectness of the street address and other
common designation, if any, shown herein. Said sale will be made, but without covenant or warranty,
expressed or implied, regarding title, possession, or encumbrances, to pay the remaining principal sum
of the note(s) secured by said Deed of Trust, with interest thereon, as provided in said note(s), advances,
if any, under the terms of the Deed of Trust, estimated fees, charges and expenses of the Trustee and of
the trusts created by said Deed of Trust, to -wit: $24,551.93 Estimated
Accrued Interest and additional advances, If any, will Increase this figure prior to sale.
The beneficiary under said Deed of Trust heretofore executed and delivered to the undersigned a written
Declaration of Default and Demand for Sale, and a written Notice of Default and Election to Sell. The
undersigned caused said Notice of Default and Election to Sell to be recorded in the county where the
real property is located and more than three months have elapsed since such recordation.
DATE: 12/06/00
SIERRA NEVADA RECONVEYANCE,` INC.
as Trustee
P.O. BOX 3255
YUBA CITY, CA 95992'
Telephone Number: (530) 673-6943
STEPHANIE WOLFE, TRUSTEE SALE OFFICER
Page 2 of 2 (CANOSAI B)
RECORDING REQUESTED BY
AND WHEN RECORDED MAIL TO
SIERRA NEVADA RECONVEYANCE, INC.
P.O. BOX 3255
YUBA CITY, CA 95992
(530)-673-6943
The following copy of 'NOTICE', the original of which was filed
for record on 08/30/00 In the office of the County Recorder
of said County, Is sent to you Inasmuch as an examination of the
title page to said property shows you may have an Interest In the
Trustee's Sales Proceedings
Space above this line for recorder's use
Title Order No. 579227 Trustee Sale No. SN 0 3 5 7 Reference No.
APN 073-320-021
IMPORTANT NOTICE
NOTICE OF DEFAULT AND ELECTION TO SELL UNDER DEED OF TRUST
IF YOUR PROPERTY IS IN FORECLOSURE BECAUSE YOU ARE BEHIND
IN YOUR PAYMENTS, IT MAY BE SOLD WITHOUT ANY COURT ACTION,
and you may have the legal right to bring your account in good standing by paying all
of your past due payments plus permitted costs and expenses within the time
permitted by law for reinstatement of your account, which is normally five business
days prior to the date set for the sale of your property. No sale date may be set until
three months from the date this notice of default may be recorded (which date of
recordation appears on this notice). This amount is $2,135.66
as of 08/18/oo and will increase until your account becomes current.
While your property is in foreclosure, you still must pay other obligations (such as
insurance and taxes) required by your note and deed of trust or mortgage. If you fail to
make future payments on the loan, pay taxes on the property, provide insurance on the
property, or pay other obligations as required in the note and deed of trust or
mortgage, the beneficiary or mortgagee may insist that you do so in order to reinstate
your account in good standing. In addition, the beneficiary or mortgagee may require
as a condition to reinstatement that you provide reliable written evidence that you paid
all senior liens, property taxes, and hazard insurance premiums.
Upon your written request, the beneficiary or mortgagee will give you a written
itemization of the entire amount you must pay. You may not have to pay the entire
unpaid portion of your account, even though full payment was demanded, but you must
pay all amounts in default at the time payment is made. However, you and your
beneficiary or mortgagee may mutually agree in writing prior to the time the notice of
sale is posted (which may not be earlier than the end of the three-month period stated
above) to, among other things, (1) provide additional time in which to cure the default
by transfer of the property or otherwise; or (2) establish a schedule of payments in
order to cure your default; or both (1) and (2). Following the expiration of the time
period referred to in the first paragraph of this notice, unless the obligation being
foreclosed upon or a separate written agreement between you and your creditor
permits a longer period, you have only the legal right to stop the sale of your property
by paying the entire amount demanded by your creditor. To find out the amount you
must pay, or to arrange for payment to stop the foreclosure, or if your property is in
foreclosure for any other reason, contact: ROBINSON MILL RANCHES, SHEILA
DENIZ,-C/O SIERRA NEVADA RECONVEYANCE, INC., P.O. BOX 3255, YUBA CITY,
CA 95992 (530)673-6943
Page 1 of 2 (CANOTDIA)
Trustee Sale No. SN 0 3 5 7
If you have any questions, you should contact a lawyer or the governmental agency
which may have insured your loan. Notwithstanding the fact that your property is in
foreclosure, you may offer your property for sale, provided the sale is concluded prior
to the conclusion of the foreclosure.
REMEMBER, YOU MAY LOSE LEGAL RIGHTS IF YOU DO NOT TAKE PROMPT ACTION.
NOTICE IS HEREBY GIVEN THAT: SIERRA NEVADA RECONVEYANCE, INC.
is the duly appointed Trustee under a Deed of Trust dated 03/31/97, executed by
HENRY T. RUNGE JR., TRUSTEE OF THE HENRY T. RUNGE JR. AND CYNTHIA A.
RUNGE LIVING TRUST
as Trustor, to secure obligations in favor. of ..ROBINSON MILL RANCHES, A LIMITED
PARTNERSHIP
as Beneficiary recorded on 05/06/97 as instrument no. 97-16387 in
book page of Official Records in the Office of the Recorder
Of BUTTE County, California, as more fully described on said Deed of Trust.
Including 1 note(s) for the sum of $22,000.00 ; that the beneficial interest
under said Deed of Trust and the obligations secured thereby are presently held by the
current beneficiary; that a breach of, and default in, the obligations for which said Deed
of Trust is security has occurred in that the payment has not been made of: THE
INSTALLMENT OF PRINCIPAL AND INTEREST WHICH BECAME DUE 01/06/00 AND ALL
SUBSEQUENT INSTALLMENTS, TOGETHER WITH ALL LATE CHARGES. PROOF OF
PAYMENT OF. ALL DUE PROPERTY TAXES AND INSURANCE IS A CONDITION OF
REINSTATEMENT.
That by reason thereof, the present beneficiary under such Deed of Trust has executed
and delivered to said Trustee a written Declaration and Demand for Sale, and has
deposited with said duly appointed Trustee such Deed of Trust and all documents
evidencing the obligations secured thereby, and has declared and does hereby declare
all sums secured thereby immediately due and payable, and has elected and does
hereby elect to cause the trust property to be sold to satisfy the obligations secured
thereby.
DATE: 08/18/00
SIERRA NEVADA RECONVEYANCE, INC.
Page 2 of 2 (CANOTDIB)
SIERRA NEVADA RECONVEYANCE, INC.
P.O. BOX 3255
YUBA CITY, CA 95992
30-DAY1MAILI�GTS# SN 0357
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE, CA 95965
������������N���
1�� ���=~~---PB�/�w�ow
���� ��D
� � � D $ ��w . ~^~~ S E P � 6 O O
`�� �� �� �� +A'/ /Jl,a]'�]N/]|��]i.�JU,j"..]w�
TO SEAL - REMOVE LINER FROM OTHERSIDE AND FOLD OVER
RECORDING REQUESTED BY
AND WHEN RECORDED MAIL TO
SIERRA NEVADA RECONVEYANCE, INC.
P.O. BOX 3255
YUBA CITY, CA 95992
(530)673-6943
The following copy of 'NOTICE', the original of which was filed
for record on 08/30/00 In the office of the County Recorder
of said County, Is sent to you Inasmuch as an examination of the
title page to said property shows you may have an Interest In the
Trustee's Sales Proceedings
Space above this line for recorder's use
Title Order No. 579227 Trustee Sale No. SN 0 3 5 7 Reference No.
APN 073-320-021
- IMPORTANT NOTICE
NOTICE OF DEFAULT AND. ELECTION TO SELL UNDER DEED OF TRUST
IF YOUR PROPERTY IS IN FORECLOSURE BECAUSE YOU ARE BEHIND
IN YOUR PAYMENTS, IT MAY BE SOLD WITHOUT ANY COURT ACTION,
and you may have the legal right to bring your. account in good standing by paying all
of your past due payments plus permitted costs and expenses within the time
permitted by law for reinstatement of your account, which is normally five business
days prior to the date set for the sale of your property. No sale date may be until
three months from. the date this notice of default may be recorded (which date of
recordation appears on this notice). This amount is • - $2,135.66
as of 08/18/00 and will increase until your account becomes current.
While your property is in foreclosure, you still must pay other obligations (such as
insurance and taxes) required by your note and deed of trust or mortgage. If you fail to
make future payments on the loan, pay taxes on the property, provide insurance on the
property, or pay other obligations 'as required in the note and deed of trust or
mortgage, the beneficiary or mortgagee may insist that you do so in order to reinstate
your account in good standing. In addition, the beneficiary or mortgagee may require
as a condition to reinstatement that you provide reliable written evidence that you paid
all senior liens, property taxes, and hazard insurance premiums.
Upon your written request, the beneficiary or mortgagee will give you a written
itemization of the entire amount you must pay. You may not have to pay the entire
unpaid portion of your account, even though full payment was demanded, but you must
pay all amounts in default at the time payment is made. However, you and your
beneficiary or mortgagee may mutually agree in writing prior to the time the notice of
sale is posted (which may not be earlier than the end of the three-month period stated
above) to, among other things, (1) provide additional time in which to cure the default
by transfer of the property or otherwise; or (2) establish a schedule of payments in
order to cure your default; or both (1) and (2). Following the expiration of the time
period referred to in the first paragraph of this notice, unless the obligation being
foreclosed upon or a separate written agreement between you and your creditor
permits a longer period, you have only the legal right to stop the sale of your property
by paying the entire amount demanded by your creditor. To find out the amount you
must pay, or to arrange for payment to stop the foreclosure, or if your property is in
foreclosure for any other reason, contact: ROBINSON MILL RANCHES, SHEILA
DENIZ, C/O -SIERRA NEVADA RECONVEYANCE, INC., P.O. BOX 3255, YUBA CITY,
CA 95992 (530)673-6943
" Page 1 of 2 (CANOTDIA)
Trustee Sale No. SN 0 3 5 7
If you have any questions, you should contact a lawyer or the governmental agency
which may have insured your loan. Notwithstanding the fact that your property is in
foreclosure, you may offer your property for sale, provided the sale is concluded prior
to the conclusion of the foreclosure.
REMEMBER, ,YOU MAY LOSE LEGAL RIGHTS IF YOU DO NOT TAKE PROMPT ACTION.
NOTICE IS 'HEREBY GIVEN THAT: SIERRA NEVADA RECONVEYANCE, INC.
is the duly appointed Trustee under a Deed of Trust dated 03/31/97 executed by
HENRY T. RUNGE JR., TRUSTEE OF THE HENRY T. RUNGE JR. AND CYNTHIA A.
RUNGE LIVING TRUST
as Trustor, to secure obligations in favor of ROBINSON MILL RANCHES, A LIMITED
PARTNERSHIP
as Beneficiary recorded on 05/06/97 as instrument no. 97-16387 In
book page of Official Records in the Office of the Recorder
Of BUTTE County, California, as more fully described on said Deed of Trust.
Including 1 note(s) for the sum of $22,000.00 ; that the beneficial interest
under said Deed of Trust and the obligations secured thereby are presently held by the
current beneficiary; that a breach of, and default in, the obligations for which said Deed
of Trust is security has occurred in that the payment has not been made of: THE
INSTALLMENT OF PRINCIPAL AND INTEREST WHICH BECAME DUE 01/06/00 AND ALL
SUBSEQUENT INSTALLMENTS, TOGETHER WITH ALL LATE CHARGES. PROOF OF
PAYMENT OF ALL DUE PROPERTY TAXES AND INSURANCE IS A CONDITION OF
REINSTATEMENT.
That by reason thereof, the present beneficiary under such Deed of Trust has executed
and delivered to said Trustee a written Declaration -and Demand for Sale, and has
deposited with said duly appointed Trustee such Deed of Trust and all documents
evidencing the obligations secured thereby, and has declared and does hereby declare
all sums secured thereby immediately due and payable, and has elected and does
hereby elect to cause the trust property to be sold to satisfy the obligations secured
thereby.
DATE: 08/18/00
SIERRA NEVADA RECONVEYANCE, INC.
Page 2 of 2 (CANOTDIB)
RECORDING REQUESTED BY
AND WHEN RECORDED MAIL TO
SIERRA NEVADA RECONVEYANCE, INC.
P.O. BOX 3255
YUBA CITY, CA 95992
(530)673-6943
Space above this line for recorder's use
Title Order No. t Trustee Sale No. SN 0 3 5 7 Reference No.
SUBSTITUTION OF TRUSTEE
WHEREAS, HENRY T. RUNGE JR.,°TRUSTEE OF THE HENRY T. RUNGE JR. AND
CYNTHIA A. RUNGE LIVING TRUST
was the original Trustor,
MID VALLEY TITLE AND ESCROW COMPANY
i
! was the original Trustee, and
ROBINSON MILL RANCHES, A LIMITED PARTNERSHIP
was the original Beneficiary
under that certain Deed of trust dated 0 3 / 31 / 9 7 , recorded on 0 5 / 0 6 / 9 7 as Document No.
97-106387 Book Page of Official Records in the office of
the Recorder of BUTTE County, California, and
WHEREAS, ROBINSON MILL RANCHES, A LIMITED PARTNERSHIP
the undersigned, is the present Beneficiary under said Deed of Trust, and,
WHEREAS, the undersigned desires to substitute a new Trustee under said Deed of Trust in the place of
and stead of said original Trustee thereunder.
Now, THEREFORE, the undersigned Beneficiary hereby substitutes
SIERRA NEVADA RECONVEYANCE, INC., a Nevada Corporation,
P.O. BOX 3255
YUBA CITY, CA 95992
as Trustee of Said Deed of Trust.
i
Page 1 of 2 -
(CASBST2A)
Title Order No.
Trustee Sale No. SN 0 3 5 7
Reference No.
Whenever the context hereof so requires, the masculine gender includes the feminine and/or neuter, and
the singular number indicates the plural.
DATE: 08/18/00
ROBINSON MILL RANCHES
SHEILA DENIZ
SHEILA DENIZ
I
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
STATE OF G A L1 r-0 r,A) i,;+
COUNTY OF .&t:3 -j4DPr
On l� before me, n�/e- A-00 ke.Tt , a Notary Public In and for said county, personally appeared
6/4 C-1 '+ e: -A/'( Z. personally
known to me (or proved to me on the basis of satisfactory evidence) to be the persono whose name is/are subscribed to the
within Instrument and acknowledged to me that Wshett" executed the same In Wher/thek authorized capacity(les), and that by
ble/her/tWr slgnatureo on the Instrument the person(g, or the entity upon behalf of which the person) acted, executed the
Instrument.
WITNESS my hand and official seal.
otary Public in and for saki' ounty and State
CROCKETT0 COMM. # 1230424�
Q,OC6�NNI;
NOTARY PUBLIC -CALIFORNIA
NEVADA COUNTY n
COMM. EXP. JULY 29, 2003
Page 2 of 2 (CASBST2B)
CERTIFIED
SIERRA NEVADA RECONVI �
^
F.O. BOX 3255 174�
P873939
YUBA CITY, �= A 95992 4 34 0 s 02 .� 8 0 SGP 26 00
0 0 7 7 MA LEG FROM, YUBA i.ITY.. CA 9 5 9 9 1
_
7 0.9 9 3.40.0. 0.0.18. 163.7 70.5.8.
RETURN RECEIPT REQUESTED
30 -DAY TSS# SN 0357
BUTTE COUNTY BUILDING DIVISI N
7 COUNTY CENTER DRIVE
OROV I LLE , CA 95965
I�it,,lhfill 1 11l,�lf
-� - -� .-z _ _ � - - __--. �� �-• _ter-- � �� _ _ . �. ��
TO SEAL - REMOVE LINER FROM OTHERSIDE AND FOLD OVER
'PERMIT�IBin
LAST NAME : A
CONTRACTOR BRODERICK, BRUCE
STREET NO STREET NAME
073-320-021
FIRST NAME WHO Mi,
CITY/CTYjM
_CITY
USE TYPE IMAM IREMARKS MH ON
B E P_M E E M -
VALUATION FLOOD —. 101.
-
-FEES-PAID -� -RECEIPT _ : • ;A PP LIED
FEES 2 RECEIPT 2_-_ JISSUED_
FEES 3 RECEIPT 3
FEES 4 RECEIPT 4 IFINALED —
PLAN CHECK ACTIVITY
Plan Chk-1: Chkd By -1: ® Return -1: Str Chk-1:
Plan Chk-2: Chkd By -2:= Return -2: Str Chk-2:
Plan Chk-3: �— Chkd By -3: _ Approved: Str Appr:
COmments: 255 char. max
25 char. max
Building Permit Number:
Owner Name:��
Residential Construction Requirements
.f
IMPORTANT
This set of plans and specifications MUST be kept on the job site at all times and it is
unlawful to make any changes or alterations on same without written permission from the
Building Division, County. of Butte.
All materials and workmanship shall be in accordance with recognized good practices
and of a quality prescribed for the specific use in the 2001 California Building Code
(2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California
Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.)
COMPLY WITH ITEMS CHECKED BELOW
Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical,
-`Fire H.V.A.C. equipment and services shall be a minimum of one foot above the elevation
shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate
will also be required
Note: We will normally accept the following as compliance with the flood elevation
requirements:
1. Building is anchored to concrete stemwall system with conventional anchor bolts.
2. Building plate on top of stemwall to be one foot or more above the 100 -year flood
elevation. (Plate height less than 24" above grade, or engineered design required).
3. 'Electrical, heating, ventilation, plumbing and air conditioning equipment and
facilities located above the plate.
4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total
net area of -not less than 1 square inch for every square foot of enclosed area.
5. The bottom of the openings shall be no higher than 1 foot above grade.
6. The openings may be screened or covered with other devices that will permit
automatic entry and exit of floodwater.
Page 2of 2
Building Permit Number: Q 3- 3191
Owner Name: 66LK6r
4
f_ Parcel lies within the State Responsibility Area (SRA). Comply with attached
requirements.
0
Fire sprinklers are required in this structure.
'The following parcel map requirements shall be met:
All structures and equipment including ove angs shall be clear of all easements.
A setback of30 feet from the side and feet from the rear property lines and
0
feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of
structures and equipment except for a 2 foot overhang.
Expansive soil may be encountered on this site. This condition may require the
foundation to be designed by a California registered engineer or licensed architect.
I E
1. Owner's Name- G, l,,D
2. Assessor's Parcel Number: 0
3. Installer's Name:
4. Is the site currently under permit? Yes[ J Nop-J Permit No.
5. Is the site an existing site? Yes[ ] No[ k] (If yes, furnish two plot plans).
6.. What is the electrical. rating of the mobilehome? / dy Amperes.
..7. What is the mobilehome site circuit breaker rating? ac.)a Amperes.
8. What is the electrical rating of the mobilehome site? 0-6 6 Amperes.
9. Is the main service remote from the mobilehome site? Yes[ ] NoK ] If it is, what is
the rating? Amperes.
10. Is there any other electric load to be served by the mobilehome site electric service
(i.e. well, garage etc.)? Yes[A] No[ ] If yes, please identify the load and size:
a) The mobile home site:
Load- b_-) -C 11 Amperes- 0�0
b) The main service:
Load- Amperes-
1L.- Type of gas service_at mobilehome site: Natural[ ] Propane[] ] None[ ]
12. Size of gas . pipe at the mobilehome site from the meter or
tank: 75/4 inches.
13. What is the gas pipe length from -the meter or tank to the mobilehome?25-(ft.).
14. What is the mobilehome gas demand? B.T.U.*
*(This information is not required if the -pipe length is less than 6 feet on natural gas or
less than 50 feet on propane).
THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO
PROCESS THIS PERMIT APPLICATION
May 1995
i3iifiiE COI 0I
I
A P P R Q V
8.5
I C
Al. AtI.J. — �
Mobilehome. Manufacturer: Manufacture Year:
If other than single wide; 'furnish Setup Model Number:
Width:� (ft.) Lengt�h:__5_S(ft.) Tagalong or Expando Size (ft.)
On -all mobilehomes - ffia. ' nufactured after October 7, 1973, furnish manufacturer's
installation manual and structural setup sheets.,
FOOTINGS: Wood pressure . tr6atedorfoundaliongrade[r,] Other:
SUPPORTS: Concr*&e"blo'c'k4xj Other:
Provide Tie Down Specifications for all Mobilehomes:
7
Pier Footings Sizes and Location
SINGLE WIDE
Line I
Lhu 2\
MULTI -WIDE
Ine I
Line 2
.................................................................................................
-Main Bea=
Line 1.. .. .... ....................
......
...................................
Line 3
Li 2
..................... .......................................................................... L
Main Bea=
................................................................................................ Line 2
Line I
...........................................
Tap, or Triple
Line I Piers:
Size minimum: x
acus maximum:
-Froffi-efidisl-ma�. mumt—
Size minimum:
L, LLU I I NIJ
Lin6':2.',,,Pieii.-
Siz . qhunimum:
x [30
Spacing . maximum: 5-1
From ends -maximum
2
Line 3 Roof Loads:
Size minimum
Location (from flwf*-.
rear
�ine
5
e4
,
Line I Openings
Size minimum: I - I x C:
Each side. of openings -
with width over: F__T —I
Line 4 Piers:
Size minimum: x
Spacing maximum:
From ends-maximum:l_
Line 5 Roof Loads:
Size minimum:
L, LLU I I NIJ
Location'(from front):
I Dull
9reHQVE
OVER
L, LLU I I NIJ
9reHQVE
OVER
Vector Dynamics
Foundation System
INSTALLATION INSTRUCTIONS
9
for the State of California
- DOUBLE
a
9/2/03
Vector Dynamics
Foundation System
INSTALLATION INSTRUCTIONS
9
for the State of California
- DOUBLE
Version 9/2/2003
9/2/03
.
11
INDEX
- HIGH PIER
12
PAGE
RELEASE
SECTION !
NUMBER
DATE
INTRODUCTION
2
9/2/03
GENERAL INSTALLATION
3
9/2/03
PARTS LIST
4&5
9/2/03
LONGITUDINAL DEVICES
6
9/2/03
PIER HEIGHTS
7
9/2/03
SET-UP INSTRUCTIONS
8
9/2/03
FOOTER SIZES
WIND ZONE I - SINGLE
9
9/2/03
- DOUBLE
10
9/2/03
- TRIPLE
11
9/2/03
- HIGH PIER
12
9/2/03
WIND ZONE II - SINGLE
13
9/2/03
- DOUBLE
14
9/2/03
- TRIPLE
15
9/2/03
V -DRIVE & PIER SYSTEMS
16
9/2/03
SOIL CLASSIFICATION
17
9/2/03
CONCRETE INSTALLATION
18 & 19
9/2/03
COMPONENT PARTS AVAILABLE UPON REQUEST
Approval
MANUFACTURED HOME/MOBILE BOMB
FOUNDATION SYSTEM
BBALTH AND SAFETY CODE. SECTION 18531
APPROVED
SUBJECT TO CORRECTIONS NOTED
kPPROVAL DOES NOT AUTHORIZE OR APPROVE ANY
MISSIONS OR DEVIATION FROM REQUIREMENTS OP
APPLICABLE STATE LAWS AND REGULATIONS
State of Wifomis
ondn and Community Development
2f ODES AND STANDARDS
DATE 1
(ate)
SPA
BUTTE COUN P -f
BUILDING DEPARTME
4 P P R 0 V F t
co
M
O
N
O
O
Co
Tie Down Engineering, Inc.
VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS
Introduction
These instructions describe the proper use of.the lateral and longitudinal foundation system. You may also refer
to the home manufacturer's installation manuals that include the Vector Dynamics system as an alternate foun-
dation system.
General
The Vector Dynamics Foundation System provides the support to resist lateral, longitudinal and over -turning
movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in a
specified wind zone when the system is used as described in these instructions. Please verify state or local wind
load requirements prior to installation of the home.
The Vector Dynamics'Foundation System resists lateral & longitudinal wind & seismc loads by anchoring the
two longitudinal main rails. The system is approved to be used on single or multi section homes:
Nominally 12 feet to 16' feet wide- (single section) with main rail spacing of 95 inches or greater
on center; multi section main rail spacing of 75 inches or greater on center.
Nominal 8 foot or less top plate height at sidewalls with main rail depth of 12" or less.
Maximum roof slope of 20 degrees (4.4" in 12" slope).
Maximum eave width (roof overhang of sidewall) of 12" for Zone I, 8" fo Zone II
Maximum pier height under main rails -see page 7.
The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system con-
sidering that each Vector Dynamics pad has two (2) or (3) square feets bearing area.
To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections, other
widths, or on homes requiring pier heights which are not included in these instructions, contact Tie Down
Engineering, Inc. at 1-800-241-1806.
The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes within 1500
feet of the coastline.
Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer.
These locations may include shear walls, marriage line ridge beam support posts, end -frame ties and rim plates.
1::U;� /a=
Page 2 California 9/2/03'
GENERAL INSTALLATION INSTRUCTIONS
SITE PREPARATION
It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or
s flowing beneath the home.
FOOTINGS AND FROST LINES
The Vector Dynamics Foundation System was designed to be placed directly on top of the ground (or poured
concrete) after clearing all loose vegetation. In areas with frost heave, use Vector for Poured Concrete (see
pages 20 & 21) to comply with local requirements for footer depth.
FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS
Vector Pads are used in place of conventional foundation pads. One Vector pad provides two or three square
feet of bearing support. Vector Systems should be spaced as symmetrically as possible along the length of the
home. For pier locations in between the Vector Systems, use the normal foundation pads.
LUMBER/MOISTURE -TERMITE SHIELD
To. cut PVC or lumber (2 - 2x4's,1 - 44 or 1 adjustable steel commpression member per Vector system) for the
center compression section,when using concrete blocks for piers, measure center to center frame (I-beam) dis-
tance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16".
ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED.
Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the
same, the pre-cut boards will also be the same length in each Vector set-up.
STRAP INSTALLATION
All frame ties and diagonal straps must go from the anchor to
the top of the I -Beam. See illustration below.
1. Attach frame hook to top inboard
location of "I" beam. (Frame hook must be
attached to frame at points closest to floor support.)
2. Keeping in line with the hook, wrap galvanized
strap completely around "I" beam.
3. Pull strap past anchor head approximately ten inches
before cutting to allow enough strap to give a minimum
of five turns around the slotted anchor bolt.
4. Thread loose end through slotted bolt so that the strap is
flush with the other side of the bolt.
5. Tighten slotted tensioning bolt a minimum of five full turns.
Page 3 California9/2/03
1Ject�r Dynamics
Fc�7tlr�r��..�tir•�r� Sytitr—�rt�ti
t'.pp�r�E.,.,���-gar
Vector System
Lateral Stabilization Block Pads
#59018 - 2 sq. ft. single/double block pads with
hardware; swivel straps and slotted bolts
Vector System
Lateral Stabilization for Concrete
# 59036 - Single (only) block pads with
hardware, swivel straps and slotted bolts.
# 59049 - Double block pads with hardware,
swivel straps and slotted bolts.
Vector System Lateral Stabilization
For Difficult/Rocky Soils
# 59287 - V Drive System
Must be used with:
# 59018 - Vector for single/double block pads
3 Sq. Ft. Pad Vector System
# 59271 - Vector 3 sq. ft. pad (2 required)
# 59024 -Vector Lateral Hardware Kit,
includes PVC adapter.
Strap/Swivel Strap Connectors & slotted bolts
not included.
Page 4 California4 <E3M
9/2/03
P
4
Vector Dynamics
Foundation Systems
Longitudinal Component Parts List
Longitudinal Stabilization
Hardware Kit
# 10733 - (for use: with 59018 Vector
System, single stack block sets only.
Longitudinal struts not included)
Longitudinal Stabilization
Hardware Kit for Concrete
# 59023 - Includes 2 beam clamps,
tension brackets, nuts and bolts.
(for use with #59036 & 59049,
longitudinal struts not included)
3 Sq. Ft. Pad Vector Longitudinal
System
# 59026 - Includes 2 beam clamps,
2 tension brackets, nuts & bolts.
(for use with #59271, longitudinal
struts not included)
Struts for Longitudinal Systems
Part'No. Length Pier Height
# 59016 30" up to 2 Blocks
# 59012 39" up to 3 Blocks
# 59013 44" up to'4 Blocks
# 59014 53" up to 5 Blocks
# 59015 65" up to 6 Blocks
PVC Adapter Bracket
# 59281 - For use with Schd 40 PVC
Center Compression Strut
®� # 48612 - Single Section, 62"- 108"
# 48613 - Double Section, 34% 60"
(includes short u -bolts, nuts, washers
and 6 self taping screws)
t - Page,5 California 9/2/03
Longitudinal Stabilizer Devices
The use of LSD systems on a single or multi section home replaces longitudinal anchors,
stabilizer plates and .straps. The Longitudinal Stabilization Device (LSD) is used with the Vector
Dynamics System to resist loads in the longitudinal direction (short dimension) of home. The
number of LSD required is shown on pages 10-11
LSD
C
1. Longitudinal Foundation Pad
2. Beam Clamp (2 per system)
3. Longitudinal Strut (2 per system)
4. Tie Bracket (2 per system)
Combine Vector Dynamics
& LSD
Note: Two struts =1 L.S.D. system.
Can be used on one pad or slipt on
opposite ends of the home.
Examples of Possible Placement:
(Contact TIE DOWN for placment in other Wind Zones)
Wind Zone
I
Single Section
I
I
1
I I
1 I
I I
I I
I 1
I I
I I
I I
I I
1
I
I
Wind Zone
I
Double Section
18 Ft. Max. 32 Ft. Max.
Forgreater widths use
triple section design.
Page 6
Wind Zone
I
Triple Section
48 Ft. Max.
Wind Zone
I
Tag Section
California
9/2/03
7M 17
48 Ft. Max.
Wind Zone
I
Tag Section
California
9/2/03
50 in
max.
Maximum Pier Heiaht
Vector Dynamics Foundation Systems may be used on single section homes in Wind Zone I which require pier
heights (from surface of Vector pads to top of concrete or metal pier) not to exceed 50 inches under one or
both main rail(s). Note that a ground anchor must be used at each Vector system location where the pier height
exceeds 24 inches for single section homes. On multi -section homes in Wind Zone I, an anchor must be used
at each Vector System location with pier heights above 46" with the following exception: double section homes
that are 24' wide, in Wind Zone I, have a maximum pier height without anchors of 38". See page 12 for
double section home high pier set instructions.
50 in
max.
Unequal Pier Heights,
Homes with unequal pier heights are limited to 50" maximum pier height. Th
and the shorter pier cannot exceed 26".
The
Page 7. Cali
daximum
difference be een the taller pier
OPP!"x
fornia 9/2/03
Set -Up Instructions for
Vector System #59018
Long U -Bolts
p
33.
C ,� ipy�cl��F.���
f
1. Set Vector Pads
Clear all vegatation where pads will rest. Place
a long U -bolt in pad as shown. Press or ham-
mer pad into the ground.
2. Set Block or piers on pads.
Center foundation blocks or piers on pads. Place
pre-cut center compression member between
blocks, resting on pads, centers between U -bolts
as shown.
3. Outside Tension Bracket
Attach outside tension bracket as shown to out-
side of pads.
Page 8
4. Inside brackets & straps
Attach the inside tie brackets to the U -bolts over .
the compresion member. Attach a strap w/hook
or swivel strap w/nut & bolt. Place other end of
the strap over opposite I-beam & down to out-
side tension bracket. Cut strap 12 - 15 inches
past bracket. Attach strap & slotted bolt in
bracket. Tighten strap until tight with 4-5 wraps
around bolt. Repeat with opposite strap.
Califor 9/2/03
WIND ZONE 1, SEISMIC ZONE 4 _ -: = _
I `♦ I `
Vector Dynamics Systems Required for
Single Section Homes - ' ' " - _ - `
(Materials Required)
single
section home
of a 7 2 it S
SoLrnp
h
itMal'-
co
tyP.
. I 2
C-)
w
0
IV
Note: L.S.D.= Longitudinal
Stabilization Device
See Page 6.
wo-MR.-n-
— --I... I.,--
o.c.1yP
34
NOTE: Vector Systems should be spaced as
symmetrically as possible along the length
of the home. Pier spacing must be
Soil Classifications: 2, 3, 4A, & 4B consistent with home manufacturers'
Soil Bearing Capacity: 1,000 PSF minimum instructions and/or state requirements.
Anchors Required: 30" with 24" helix anchor (59095),
12" stahili7ar nlataQ 1507071 1-1 /d" f--- •7e..
Home Length Vector Systems
Required
I Anchors Required
Per Side or 24" Pier
24+" Piers
L.S.D.
0 to 72' 3
2
3
2
73' to 90' 4
3
4
2
Each Vector System requires one of the following:
1-4x4 or 2-2x4's pressure treated wood compression member,
Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list)
03
cc
CID1
0
0
A
WIND ZONE I, SEISMIC ZONE 4
Vector Systems
Required
\
1
Vector Dynamics Systems Required for
2
I
\\ I
Double Section Homes - "
` hp,me
0
\
(Materials Required) _ _ - - - _ _ -
' " tpC�
0
\\\\\\
, " , "
sec
'"
`\♦
��,
72,
-
dpu\e
0jb�e
"- a
Ab
-
:�
1
a.w
s
v ..
NOTE: Vector Systems should be spaced as
symmetrically as possible along the length of the
home. Pier spacing must be consistent with home
manufacturers' instructions and/or state requirements.
No anchors required. For
pier heights up to 46" for WIND ZONE
28'-36' wide,
38" for 24' wide.
See Pg 12 for high pier
instructions.
2 sq. ft. pad
Soil Classifications: 2, 3, 4A, & Ott
Soil Bearing Capacity: 1,000 PSF minimum
A h rs Re uired": None ("Marriage wall anchors may be required by home manufacturer)
nc o q
Home Length
Vector Systems
Required
Anchors Required
Per Side
L.S.D.
0 to 40'
2
0
2
41' to 66'
3
0
3
67' to 84'
4
0
4
85' to 90'
S
0
4
Each Vector System requires one of the following:
14x4 or 2-2x4's pressure treated wood compression member,
Schedule 40 PVC Pipe or 1 adjustable steel compression'(see parts list)
Note: L.S.D.=
Longitudinal
Stabilization
Device
See Page 6.
x
ca NOTE:
CD When a pier height at Vector locations exceeds 46", an
anchor must be used on the outside wall/beam at that
approximate location.
NOTE: Vector Systems should be spaced as
symmetrically as possible along the length of the
home. Pier spacing must be consistent with home
n
manufacturers' instructions and/or state requirements.
0
Tag or'---,*
full triple
sq. R. pau z sq. n. pau
A
v
Soil Classifications: 2, 3, 4A, & 4B
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required': None ('Marriage wall anchors may .
be required by home manufacturer.)
Home Length
Vector Systems
Required
Anchors Required
Per Side
LSD
Main TAG
0to48'
2+2 on Tag
0
2
1
49' to 71'
3+ 2 on Tag
0
2
1
72'to84'
4+2 on Tag
0
2
2
85' to 90'
5 + 2'on Tag
0
2
2
Each Vector System requires one of the following:
1-4x4 or 2=2ic4's pressure treated wood compression member,
Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list)
sv
0
W
-�---- - - - - --
li IND ZONE I, SEISMIC ZONE 4 (High Pier Sets) _---
Vector Dynamics Systems Required for
Double Section Homes
(High Pier Sets with Diagonal Ties) home , - �'J
d%or%
se 1 .
double
1e
- a7 �.
_-- _ .-_ _ i
1
1 `
I �
I
NOTE: Vector Systems should be spaced as
symmetrically as possible along the length of the
home. Pier spacing must be consistent with home
manufacturers' instructions and/or state requirements.
WIND ZONE I
Max. Height UnitWldth
See Page 7
cfl
N
A-71-B—eam
(a Spacing
A �2 sq. R pad
as'
Min.
0 to 48'
2
2
2
49' to 71'
3
3
3
72' to 84'
1 4
4
1
85' to 90'
5
5
tJ
Soil Classifications: 2, 3, 4A, & 4B
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required': 30" with 2-4" helix anchor (59095), 12" stabilizer plates
(59292) 1-1/4" frame tie with connector
Each Vector System requires one of the following:
1-4x4 or 2-2x4's pressure treated wood compression member,
Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list)
WIND ZONE II, SEISMIC ZONE 4 (Hurricane)
Vector Dynamics Systems Required for
Single Section Homes
(High Pier Sets with Diagonal Ties)
ect�Of% h s,SeM%% guidelines•
I
.jeckO
{ a 79 fa sPa ,r9 lot allation �`a�u ' ' = '�.,"
EXampsho s gest
be
t° hom
1110stratl d 93c:%o9 �'
Pads an
5
, � � �r u - ' yaw �:.r . mom. tyP•
n
0
3
W
WIND ZONE II
(not to scale)
Soil Classifications:
Soil Bearing Capacity:
Anchors Required*:
2,3, 4A & 48
1,000 PSF minimum
30° with 4' helix anchor (59095),
1-1/4° vertical ties w/4725 lbs. min.
breaking strength.
Home Length
Vector Systems
Required
Anchors Equired
per side
LSD
0 to 48'
3
5
2
49' to 60'
5
6
2
61" to 72'
6
7
2
73' to 84'
7
8
2
85' to 90'
8
9
2
NOTE: Vector Systems should be spaced as
symmetrically as possible along the length of the
home. Pier spacing must be consistent with home
manufacturers' instructions and/or state requirements.
Maximum allowable working drag load for the Vector
System with steel compression strut is 4,000 lbs. per
the K2 Engineering test report.
Each Vector System requires one of the following:
�2 sq. ft. pad 1-4x4 or 2-2x4's pressure treated wood compression member,
Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list)
—0
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tp
CD
j
.p
WIND ZONE II, SEISMIC ZONE 4
Vector Dynamics Systems Required for home
, - - - ' " " Se�t�on t systems.
OU -3% gv�d
Double Section Homes - - d0&\eg fog Ve;at
�t lon n`a��
'"-ai2 1spa°tna' a --_- I ',,I \\
----"-'"" Exa�`p1s oWsgustbetohom
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Sind
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IAN
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♦ I
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NOTE: Vector Systems should be spaced as
symmetrically as possible along the length of the
home. Pier spacing must be consistent with home
manufacturers' instructions and/or state requirements.
Maximum allowable working drag load for the Vector
System with steel compression strut is 4,000 lbs. per
the K2 Engineering test report.
Soil Classifications:
Soil Bearing Capacity:
Anchors Required':
2,3, 4A & 46
1,000 PSF minimum
30' with 4' helix anchor (59095),
1-1/4'vertical ties w/4725 lbs. min. breaking strength.
Home Length
Anchors Equired
per side
Vector Systems
Required
LSD
0 to 48'
4
4
3
49' to 60'
5
5
3
61" to 72'
6
6
3
73' to 84
7
7
4
85' to 90'
8
8 EJ
4
Each Vector System requires one of the following:
14x4 or 2-2x4's pressure treated wood compression member,
Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list)
WIND ZONE 11, SEISMIC ZONE 4
Vector Dynamics Systems Required. for ; _ _ " _ _ - ' ' -
Triple Section Homes , _ _ _ " \t� se�t�e <O � ys ems
(Materials Required) , _ _ ' _ , _ - ' ' " 16 it ma°\n9 tO`
1
_ 1 ,
neva\ Sp _
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ra.trw K' hQ,m1G5� .,: x•s�� ,:.; _ ji.
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06)
cc
CD
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cn
NOTE:.-<. _
When a pier height at Vector locations exceeds 46", an
anchor must be used on the outside walllbeam at that
approximate location.
NOTE: Vector Systems should be spaced as
symmetrically as possible along the length of.the
home. Pier spacing must be consistent with home
manufacturers' instructions and/or state requirements.
Tag or ---,v
Soil Classifications: 2, 3, 4A, & 4B hill triple
ple
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required`: 3/4" x 30" with 4" helix anchor (59095) 1-1/4" vertical ties
w//4725 lbs. min. breaking strength.
Home Length
Vector Systems
Required
Anchors Required
Per Side
LSD
Main TAG
0to48'
3+2onTag
4
2
1
49'to71'
4+2onTag
6
3
2
72'to84'
4+3onTag
7
3
2
85'to90'
S+3onTag
8
3
2
�' ach Vector System requires one of the following:
C) 1-4x4 or 2-2x4's pressure treated wood compression member,
Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list)
A
v
�2 sq. ft. pad
2 sq. ft. pad
Vector Dynamics
Metal Pier & V -Drive Installation
METAL PIER FOUNDATIONS
For metal piers, place the piers in the center of the Vector pads. Set the single 4x4 or two 2x4's through the piers, centered in the U -
bolts. Outside Tension brackets attach the same, Inside tie brackets mount 'upside down' as shown in drawing. Metal piers using the
Vector System can only be used on level ground sets.
Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home
Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements.
To cut lumber (2 - 2x4s-or 1 - 44 per, or 1 adjustable steel commpression member, part #59043 Vector system) for the center com-
pression section, when using METAL PIER STANDS, measure center to center frame distance and add 16'. Optional Moisture Termite
Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED.
Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut
boards will also be the same length in each Vector set-up.
V
for rocky sc
re used only in
Yon homes._
V -Drive anchors are used only in Zone I, single section homes in areas where rocky soil conditions do not allow helix style anchors to
be installed.
Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the
outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board
should extend from the base of the Vector pier set to 5 inches from the side wall of the home.
Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive
anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete
stop on the V -Drive head. Attach a strap with hook or buckle to the frame and attach to the V -Drive head with a slotted bolut the
strap end about 12 to 15 inches past the anchor head to allow at least four or five wraps around the slotted bolt. Con t, a tighte 'ng
strap until all slack is out and strap is tight.C p
Page 16 California N --J`" 9/2/03
an
VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS
Vector Dynamic Foundation Systems may be used only on homes set on soils classified as Class 2, 3, 4A and 4B as
described in the table below:
SOIL CLASSIFICATIONS
Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1)
D2586) Torque Value (2)
1 Sound hard rock...... NA NA
Very dense and/or 40 -up More than 550 lbs - in.
cemented sands, coarse
2 ! gravel and cobbles,
preloaded silts, clays,
and corals
Medium -dense coarse 24-39 350-549 lbs - in.
3 sands, sandy gravels, very
stiff silts and clays
4A Loose to medium dense 14-23 275-349 lbs - in.
sands, firm to stiff clays
4B and silts, alluvian fill 175-275 lbs - in
Peat, organic silts, 0-44 175 lbs - in.
5 inundated silts, loose fine and lower
sand, alluvium, loess,
varied clays, fill, fly ash.
(1) The purpose of the soil test probe is to gauge the strength of the soil below the surface
and near the anchor's helical plate. The strength of the soil is estimated in terms of its resistance to penetration
(flow) under load by means of the torque probe and is measured in Ib -in. The test probe has a helix on it. The
overall length of the helical Section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.;
the pitch is 1.75 in. The shaft must be of suitable length for anchor depth.
(2) A measure synonymous with moment of a force when distributed around the shaft of the
test probe.
Vector Foundation Pads Equivalent to Footer Pads*
Footer Size: Footer Size:
16x16 = 256 sq. in. 20x20 = 400 sq. in. or 16x18 = 288 sq. in. or 17x25=425 sq, in.
EQUALS EQUALS
2 -Vector Pads # 59275 <. 1 -Vector Pad # 59271
288 sq. in. or 432 sq. in.
1 Vector Pad # 59130
Vector Pad(s) exceed the surface area required when used as the equivalent liste bove.
'Foundations in soil with a bearing capacity of less than 1,000 PSF must be designed by a Registered Professional En in ar with site
conditons
Page 17 California 9/2/0
Vector Dynamics System
for Concrete Applications
Instructions
These Instructions are an addendum to the standard Vector Dynamics instructions. Read
and follow all applicable instructions and guidelines in the Vector Instructions and home
installation manual. The Vector system for concrete pads applies to concrete footers,
runners and slabs. Minimum size of concrete per Vector pier is 24"x24" x 4" or 18" round
(min) x 10" deep. The bottom of footers must be below the frost line or a minimum of 4"
below finished grade whichever is greater. Concrete must be sufficiently cured and set
to accommodate an anchor bolt to its' full load resistance.
1. Determine location of pier sets where the Vector systems will be located.
2. Place one Vector concrete pad (galy. metal) on the concrete where the pier will be
located, centered under the I-beam of the home. Place the upturned edge towards the
center of the home and directed to the opposite Vector pier. Do the same for the opposite
Vector pier.
3.. Measure the distance between the. two Vector system pads at the base where the Vector
pad meets the concrete. Cut two ground treated 2x4's or Schedule 40 PVC pipe, or 1
adjustable steel commpression member, part #59043 this length and place between the
piers as shown.
4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown.
5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The
upturned edge end of the Vector pads should be up against the inside of the pier blocks.
6. Build vector piers but do not wedge at this time.
7. Using a concrete drill bit, drill two holes on each side into the concrete using the holes in
the Vector pad as a guide. Drill the 3/8" diameter holes 3 inches deep.
8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up
the holes in the bracket, Vector pad and concrete pad.
Illustration One
of a Single Section
Set -Up
Vector pe
for
concrete
Wood Cap
and wedge
Outside
Tension
Bracket
Wedge
Bolt
footer
Page 18 California 9/ ML
Mector Dynamics System
for Concrete Applications.
Instructions
9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors. The nut should be
screwed on enough to, have 1 or 2 threads showing on the top of the bolt. Place the wedge
end of the bolt into one of the holes, going through the outside tension bracket, metal
Vector pad and into the concrete.
10. Using a hammer, tap the wedge bolt into the hole. Maximum. height for expansion bolt
above concrete is 2".
11. Repeat for the other hole in the outside tension bracket and the two holes on the other
Vector system pier set.
12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the
Vector plate and concrete blocks. Place. washers and nuts on each U -bolt. Do not
.tighten yet.
13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go
over the opposite pier and down to the outside tension bracket, plus 12 inches for
wrapping the slotted bolt. Repeat for the opposite side.
14. Tighten inside a -bolts at this time.
15. Use the outside tension brackets to remove any space between the outside tension
brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets
with a hammer. , Wedge the pier set at this time.
16. Using 'a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside
tension bracket and Vector pad to the concrete.
17. Using a slotted bolt in the .outside tension brackets, insert strap through slotted bolt with
end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using
at least five turns on the slotted bolts.
Illustration Tv
Inside
Tie Bracket
Compressii
boards of
PVC Pipe
rage iy uanrurnia
ad
e
c v
u/2/l)3
0
r
- �. PRE -INSPECTION RE : -
PORE' .
OWNER:
LOCATION:C�
CONTRACTOR:
PRE-INSPETION
Ald ,
DATE TO INSPECTOR PERMT HISTORY:( ) NONE NAS
Building Description:
Commerci"sage:_
Residential/# of Units:
Electric:
Currently Occupied L---
AbandonedNacant
No
Condition of Electric
WELDING INSPECTOR'S REPORT
4::�P4 L -q 21-7P
Electric currently On off
M"
DATE: /6- l O, C 3-
A -P.
# 0 73—:326 '602-/
ZONING:
Gas: /
Natural Propane None . Currently On / Off
Obvious Problems:
Sanitation:
Plumbing Working
Well Working_ _ Potable Water J
Obvious SewageProblems
Comments:
ACTION RECO
MMENDED: ISSUE: HOLD FOR
0.
o.,In-11—o3
Sketch buildings on reverse and indicate location on property.
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILD#NG DIVISION
'7 County Center Drive • Oroville, California 95965 - Telephone (530) 538-7541 �ERMIT N
(Rev. 12/96) APPLICATION AND PERMIT
ASSESSD zoNUNc BUILDING PERMIT
owrsex/ n� 7ELEP'DNE SQ. FT. OCC. BUILDING VALUATION!
'U
ow NSRNIINti s
CONNRACTORSMADD110P
CO TRUr.=N LENDER
LENDER'S MMUNG ADDRM Fireplace
Tota!_ Valuation $
ARCWfECTORENGINER UCEf� _ FIm Fee $ Ij 20.0
ARCMTECr OR ENGINESi9 MAILING ADDRESS
Permit Fee .'5)-3,56Z
' , 5G a_ $ 5 • ' /
Pian CheckingFee s
BLT,RNGADD � GJ�TG6 Energy Plan Checking Fee $
PERMIT FEE S
L.oT. SURD Ls OMNAME °�E` "'� PLUMBING PERMIT Filing Fee 20.0
6JSEOFSTRUCTiDRE Each Trap 7.00
Solar or heat pump water heater 23.00
SF ❑ Duplex ❑ Mob1ehome V O%er Fewr Water piping15.00 —
S Each aas water heater or vent 15.00
TYPE OF WORK Gas piping system 1 : 5 outlets 15.00
New ❑ Addi6On ❑ Remodel 0 LAMes ❑ InslaMon ❑ Ogwle Building sewer 15.00
Describe Work: �L�/Li • Gi` • S� Mobile Home S' G W @20.00
PERMIT FEE $ O - --
ELECTRICAL PERMIT Firing Fee 20.0
Vain Service �O�R � 23.00
Msin .Service ( 20" TO IOWA ) 46.00
I Ex. OccuD_ ( OuRtrOR FARURm4_1 I :r I 'Z I
Temporary Service 1 23.00
Mobile Home Facilities 1 20.00
W. wvina 1 23.00
PERMf FEE 1.$
MEtHANICAL PERMIT I Filing Fee 20.0.
Mobile Home Installation fee Is
Energy Inspection Fee $
OCC carsT. TYPE TOTAL PEE $
RAZ I D. FEES I NMP I R=D I COF I PARCEL P0.1 HD I ESS
This permit is hereby issued under the applicable provision!
of the Butte County Code and/or Resolutions to do wor
indicated above for which fees have been paid.
By Date
PERMIT FEE PAID
SRA
$
SHERIFF
$
OTHER
$
i
ANIOUNT'RECEIVED
$
�9 V/25
DAVE RECEIVED.
PERMIT FEE $ O - --
ELECTRICAL PERMIT Firing Fee 20.0
Vain Service �O�R � 23.00
Msin .Service ( 20" TO IOWA ) 46.00
I Ex. OccuD_ ( OuRtrOR FARURm4_1 I :r I 'Z I
Temporary Service 1 23.00
Mobile Home Facilities 1 20.00
W. wvina 1 23.00
PERMf FEE 1.$
MEtHANICAL PERMIT I Filing Fee 20.0.
Mobile Home Installation fee Is
Energy Inspection Fee $
OCC carsT. TYPE TOTAL PEE $
RAZ I D. FEES I NMP I R=D I COF I PARCEL P0.1 HD I ESS
This permit is hereby issued under the applicable provision!
of the Butte County Code and/or Resolutions to do wor
indicated above for which fees have been paid.
By Date
\--------------------
073-320-621
--._ 073-320-021 PERMIT#97-12OAG`
E BAKER Lawrence C.
80 Restive D'
r.073-320-021. , Oroville
PERMIT#98-1030- -Ag Ex Permit-Tools;Tractor,Horses
- - BAKER, Lawrence
80 Restive Dr., Oroville �IC�
Cont: ntegrity- Homes Inc.
Mobileho e Utilities W/,/9/q8
ELECTRIC j0 -
GAS 1/
"COMPACTION TEST REQ N tAI
SUPPORT STRUCTURE IVU 71a�q�
073 -32/0 -Ir 98-1224 MHI
BAKER,nce
80 Resive,,Oroville
y (MHI/98-1030) Integrity Homes
RESIDENTIAL
073-320-021 PERMIT#98-1030
BAKER, Lawrence
PERMIT NO. - 80 Restive Dr., Oroville
Cont:. Integrity Homes Inc.
PERMIT EXPIRI Mobilehome Utilities _'V
OWNER
CONTR.
ASSESSOR PARCEL
LOCATION
4
0
CHECKED
i SRA BY
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
Temp. Powei
Called P A
OFFICE COPY
Q
ddress
Temp. Elec.
GAS
Called j Meter gy
ELECTR Data
Meter By
Temp. Gas Date=�
Called PG&E
JOB FINALED (Date)
Signature
V=OK -
O = Not OK
•=NottRepaldyble MOBILE HOMES
10. Roof; Shthg-Rooting
Date MOBI ME UTILITIES(Plans) OK except #'s
11. Ext.; Steps -Doors -Landings
ni equirements - Setbacks - Easements
12. Braced Wall Panels
oils; Special MH Support Sketch
ewer, Location-Test-Fall-Ci"oncrete
Card B-1 Date Card B-1
4. Water, Location -Test -Easement Needed (Sketch)
Card B-1 Date Card B-1
5. Electricity; Location-Clearances-GrA Amp -Concrete
POOLS (Plans) OK except #'s
6. Gas; Locatio stAAf ; / Putt. r _
L"ft./ LPG
jvb
PO'Well Clear nce 8 Oisconnprt
i Clearance
2. Soils; Compaction -Structure Stability
DateCerd B-1 Data Card B-1
Date I —f Card B-1 Date Card B-1
Date MOBILE.WOME INSTALLATION (Plans) OK except #'s
Setbacks Easements
/,2/Fo9yalj-s; Sim -Spacing -Marriage Line
�jerectri ; MH Test-Crossovers-Bieakers-Clearances
A. -Fall -Flex Connector
e.Z and Sewer Connected -C/O to Grade -HD Approval
4a"`GL>afQd Electricity Tagged
ie ns -Type -Installation Cert.
LK, -'Cert of Occupancy
12. Permanent Foundation Only: License Decal
Date CaKz
Date Card B-1
Dater! of" Card—V
B-1 Z Date Card B-1
6th- tAl �k
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS, GARAGES (Plana) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Footings; Soils-Size-DepthSpocing-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-ConnectionsSplice Decal -Enclosures
6. Carports; Windows -Doors
7. Electric
S. Frmg.; Sils-AnchorsStuds-Rttrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Rooting
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
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/6 -Circulating Equip. -Heater
8. Elec.; Grounding; Equip. w/3 Circulating Equip. -Pool Lghtgq.
Boxes-Enclosures-Panelboards-Ins. to Main in Conduit
9. Health Department Approval
10. Plumb.; Cir. TesWVater Supply Test
11. Light Niche
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
✓ = OK
O = Not OK
- = Not Applicable
* = Not Ready
Date UNDERFLOOR (Plans) OK except #'s
1. Zoning-Setbacks-Easments-Flood-Slope
2. Ftg.; Main; Soils-Elec. Gmd. / i Ftg. Depth
3. Ftg. Garage; Soils-Steel-Elec. Gmd/ P' Ftg. Depth
4. Ftg. Porches & Decks; Soils -Steel-/ P' Ftg. Depth
5. Stemwalls, Main; Steel-Blockoutsa/Vrapped
6. Stemwalls, Garage; Steel-Blockouts- Wrapped
6a. Hold Downs and Special Anchors
7. Slab, Steel -Wrapped
8. Piers -Fireplace Ftg.-Steel
9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test
11. Water Pipe; Test -Anchors -Regulator -Service Test
12. Electric Underground
13. Pienums & Ducts; Clearance -Material -Support -Ins.
14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
15. Access & Ventilation
16. Insulation
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date PLUMBING (Permit) OK except #'s
17. Water Htr.; Vent -Access -Combustion Air Baffle
18. Water Pipe; Test & Anchor -Nail Protection
19. D.W.V.; Test Fittings & Anchor -Nail Protection
20. Shower Pan; Test, First Floor -Tub Access
21. Test Tub & Shower, Second Floor -Tub Access
22. Gas Pipe; Sixe & Anchors
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
24. Elec. Receptacles Spacing -Lights & Switches at Doors
25. Size BAes & No. of Conductors Stapled
26. Romex I stalled Close to Edge of Studs & C.J.
27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water
28. 2 Appliance Circuts in Kitchen & Conductor Size GFI
29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga Cu or AI
30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI
Insulated Neutral 0 Yes 0 No
31. Service -Riser Conductors & Ground -Main Disconect
32. Equip. Clearances Panels -Motors -Meeh. Epuip.
33. Clothes 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
35. A.C. Ducts Insulation & Support
36. Vent Fan, Exhaust above insulation
37. Condensate Drain & Overflow, Size & Grade
38. Fumance-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
41. Walls Studs -Nailing Spacing & Braces -Plates -Sound
42. Bearing Walls over Girders & Floor Nailing
43. Draft Stop in Walls (rat proof)
44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
45. Headers & Beams -Size & Bearing
RESIDENTIAL (Single & Duplex)
Date
FRAMING (Continued)
46.
Hangers -Post Caps -Anchors -Connectors
47.
Cling. Joist-Rftr Ties-Purlin-roff Brac.-Truss-Shting: Rfng.
48.
Fireplace Ties or Type A Flue -Fireplace Throat clearance
49.
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
50.
Bdrrn. Windows or Exiting Doors -Sill Hgt. & Dimensions
51.
Garage Fire Protection Framing
52.
Property Line Firewall & Openings
53.
Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits
54.
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
55.
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
56.
Siding -Nailing Veneer
57.
Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
58.
Glazing Area -Glass Protection -Skylights -Plastic
59.
Shear Walls; Nailing -Bolts
60. Brace Interior / Exterior Wall Panels
61.
Insulation -Walls -Ceilings
62.
Infiltration -Walls -Windows
Date
Card B-1 Date 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-Conector-
In Garage; Above Floor -Ducts -Meeh. 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 & Recepticales 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 -Meeh. Protection
77.
Plb., Elec. & Mech. Equip. Listed for Location
78.
Elec. Receptacles in Garage (G.FI.)-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 0 Yes
82.
Following Instld./Drive 0 Yes 0 NoNValks 0 Yes 0 No/Planters 0 Yes 0 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 Throught 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
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:
Notes on Installation
Sall Boll Description
Class
1• Sound hard rock,
2• : Very Dense andfor cemented sands,
coarse graveVoobbles, preloaded silts,
clays and comL
RI»:
Test
Value
550 in. lbs
and up
3. Medium dense coarse sands, sandy gravels, 350 to 550
very stifi'silts and clays,
In. lbs.'
- : Frame. Tie with=Buckie
I -Install strap by pushing the end
between the Inside of the frame "I"
beam and the floor:
2. Position the buckle at upper end
Of the "I" beam frame. Wrap the end
Of the strap, around the "I beam.
Thread the end of the strap thru the
slot'in the buckle as shown. Push
the end of strap in-between "I"
beam and floor.
3. Pull the strap, mil? certain the
buckle stays In position. Thread
loose end of strap thru slotted
tensioning bolt attached to ten-
sioning head of anchor. Tighten
slotted tensioning
bolt a minimum of 3
full turns until all slack
in strap is removed.
(Anchor must be properly
1nstallcd into ground
btfore proceeding with
this gyp•)
Recommended Atichorr,
Model # Stk #
Description
Mme...
".59110 `
Cross drive rock anchor
Mr225/8 59090 1
30" i 518"Trod; 2-4" helix
MIM/4 59095
30" x:314" rod, 2-4" helix
(and those listed below)
M M5/8 59080
IvII2i A 59085
4. Loose to medium dense sands, firm to
stiff clays and silts, alluvial fill. 200 to 350 NUH518 59080
* Below these Naha,~ a p►gfeiuiortcii ineert In. lbs MUH3/4 59085
cn8 h"U be tortsullcd
5• Concrete Slab
48" x S/8" rod, 1-6" helix
48" x 3/4" rod, 1-6" helix
48" x 518" rod, 1-6" helix �I
48" x 3/4" rod, 1-6" helix
Tensioning devices for use in concrete pad, runner, etc. dmil be tested (same as anchors) and specifications ru to
PSI and cure
time of concrete reinforcement, &Ize and thickness of Conan% size and depth of bolt hole, type and kind of shield If permissible.
Minimum distance at which tensioning device can be installed from edge of end of slab, pad, runner, etc, shall be specified .
InstallerlContra.ctor Certification
I certify that I have installed the TIE DOWN BNGTNBERING anchori
Z System as peITS
that no modifications have been made to the anchoring system or building structuncr DOP/N-s installation instructions and
Company Name: t ZO�GjD.S �!�?�
Contractors Ucensc ft
Date- 7� �
Signature:
Page 4 of 9
(Rev. 12/96)
COUNTY OF BUTTE- DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION
7 -County Cehteir Drive - Oroville, California 95965-- Telephone (916) 538-7541
APPLICATION AND PERMIT
PERMIT NO.
ESSORPARCELNUMBER
,..
ZONING-
BUILDING PERMIT
OWNER A :.
K. k,._.
TELEPHONE�
SQ, FT, OCC. BUILDING VALUATION
ADORES9 - _ ..-.. �.. _l I...,.. ._ ii,>_,. ``lSmoi'(l: G.._......_....
CONTRACTOR'S NAME -- TELEPHONE '
S33 (n4 3
courpAcToR441ouuNa ADD SS 4
I-IL46 tl : c
-
CONSTRUCTION LENDER.
—/ .
(ENDERS MAIUNG ADDRESS
Fireplace
_
-Total Valuation S
ARCHrrECT OR ENGINEEA -
LICENSE NO.
Filing Feb $
ACLU
Permit Fee S
ARCHITECT OR ENGINEERS WJUN3 ADDRESS -
Plan Checking Fee $
(rf
BUaDINGADORESS� ROLq.L ✓ _ �.
r
dS
Energy Plan Checking Fee b
`�\
J � ✓�
PERMIT FEE $
LOT NO.
SUBONtSIDNs NAME
PARCEL MAP
PLUMBING PERMIT
Fling Fee 2.0.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome )o Other
SPECIFY
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15.00
Each gas water heater or vent
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel O UtilitiesInstallation O Other ❑
Describe Work: mCb N0akg (x:Vj I'4 -1t
Gas i in stem 1 - 5 pullets
15.00
Buildin sewer
15.00
Mobile Home
V1►
020.00
PERMIT FEE S
5W 60 1
_
ELECTRICAL PERMIT
Filing Fee 20.00
Main ervice xoA oa LLESS
ESS
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9i
commencn with Section of 3 othe Business and Professions Code,
9(commencing ti7000 )f Diof Bif
and my license is ' full force and effect pp
Ucense Class. Lic. No. �n qs-a
OWNER BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ 1, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ 1, 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
I hereby affirm under penalty of perjuryone of the following declarations:
❑ I, have and will maintain a certificate of consent to self -insure for workers-
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier_(A_IA. i tAKQ
Policy Number 15C -Sb - (} — /S /7
(The above sections need not be completed it 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 _ Daoindicated
Signature of Applicant - O Owner ❑ Contractor 0 Agent
An OSHA permit is required for excavations over 60' deep and demolition or construction
of structures over 3 stories in height.
Main Service To I000A 46.00
NEW CONST. OWELtYXi
EL OCCURSO
s
OR ADONS. ( a ACC. UDS. 3.5¢FT:
MULTFOUi1.ET
NON-RES10. @7.50
POWER APPAMTUS
6 SWGLE OunET pA '
Ex. Occup. ounETORFunmEs SAL@ .500,
Ex. Occu . oM. M APPo,oE 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Wisc. Wiring 23.00
PERMIT FEE _ 61.0
MECHANICAL PERMIT Fling Fee 20.00
Heating
Cooling
Hood 8.50
Ventilation
PERMIT FEE S
Mobile Home Installation Fee $
Energy Inspection Fee $
occ
CONST. TYPE
TOTAL FEES G
HAL I D. FEES
IMP I
FLOOD
COF
I PARCEL
PO
HD
ISSUE
This permit is hereby issued under the applicable
of the Butte County Code and/or Resolutions
above for which fees have been
By Date
PERMIT EXPIRES ON
provisions
to do work
paid. I
1
ro -
ReceiptNo. /
WHITE-D.D.S.-B.D. CANARY -ASS SOR PINK -INSPECTOR GOLDENROD -APPLICANT
i!- C06NTY OF BUTTE -DEPARTMENT OF 6EVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 / PERMIT NO.
(Rev.12/96) APPLICATION AND PERMIT
ASSESSOR PARCEL NUMBER _ _
073-32-0-021
ZONING
BUILDING PE
MIT
OWNER t
LAWRENCE BAKER
TELEPHONE
SO. FT. OCC. BUIL
ING VALUATION
OWNERS MAILING ADDRESS
CONTRACTOR'S NAME
INTEGRITY HOMES33-4403
TELEPHONE '
CONTRACTOR'S MAILING ADDRESS -
1740 FEATHER RIVER RINT), OROVITLE, 95969
CONSTRUCTION LENDER
LENDER'S MAILING ADDRESS
Fireplace
Total Valuation $
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee
$ 20.00
Permit Fee
$
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan.Checkin Fee
88
$ '
BUILDING ADDRESS
80 RESTIVE DRIVE, DROVILIF
Energy Plan Checking Fee
$
$
PERMIT FEE
$ 00
LOT NO.
SUBDIVISION'S NAME
PARCEL,MAP
PLUMBING PERMIT
Filing Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome [X Other
SPECIFY
Each Trap
7.00
Solar or heat pum water heater
23.00
Water piping
15.00
Each gas water heater or vent
15.00
` TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑
Describe Work: MHI/98-1030
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home I S I G I W
920.00
PERMIT FEE
S
ELECTRICAL PERMIT
Filing Fee 20.00
Main Service z onoaLEss
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 i in full force and effect. p
License Class U Lic. No. U% q,5 n
OWNER -BUILDER DECLARATION
I 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 200A To 1000A
46.00
NEW CONST. DWELLING OCCUP.
OR ADDNS. ( 8 ACC. B.S.
SO
3.5¢FT:
NEW
NON-RESrID? B ANCI OUTCEUr
@7.50
PowER APPAR%
OUTLET CIR.
&SINGL:.
EX. Occup. OUTLET OR FIXTURES
BAPL@''50
L Q .SO
Ex. Occup. ourLEt-Drs RESD.OEA
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wirin6
23.00
PERMIT FEE
$
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 C r
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 s �� _ Datg �__�_
Signature 6f Applic nt - ❑ Owner ❑ Contractor Agent
An OSHA permit is required for excavations over 5'0" deep and demolition or construction
of structures over 3 stories in height.
MECHANICAL PERMIT
Filing Fee 20.00
Heating
Coolin
Hood 6.50
Ventilation
PERMIT FEE $
Mobile Home Installation Fee $ 100.00
Energy Inspection Fee $
occ
CONST. TYPE
TO AL FEE $ 143.00
HAZ.
+
F E IM
FLOG
COF
PARC PD
_
HD
a
ISSU
This permit is hereby issued under
of the Butte Coun Code and/or
indi to b e fo hich fees have
By
PERMIT EXPIRES ON
I
the applicable provisions
Resolutions to do work
been paid.
�
Date
7-/-0747
Dale
Receipt No. 31328
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
CbUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO.
(Rev. 12/96) APPLICATION AND PERMIT
AssessoaPARca NUMB ' ZONING BUILDING PERMIT
SQ. FT. I OCC.
BUILDING VALUATION
�l IrlL�e
CONTRACTOR'S NAME
TELEPHONE
INTEGRITY HOMES INC.
533-4403
-CONT1740TOR'S MAILING FEATHERssRIVER BLVD., OROVILLE 95965
CONSTRUCTION LENDER
LENDER'S MAILING ADDRESS
Fireplace
Total Valuation is
ARCHITECT OR ENGINEER
UCENSE NO.
Filing Fee
20.00
Permit Fee
$
ARCHITECT OR ENGINEERS WJUNG ADDRESS
Plan Checking Fee
$
BUILDINGADDRESS
Energy Plan Checking Fee
$
$
_
PERMIT FEE
.S
LOT NO.
NE PARCEL MAP
SUBDIVISION'S AM
PLUMBING PERMIT
Filing Fee - 20.00
Each Trap
7.00
USEOFSTRUCTURE
Solar or heat pump water heater
23.00
SF .❑ Duplex.❑, Mobilehome$] Other
Water piping
15.00
SPECIFY
Each aas water heater or vent
15.00
TYPE OF WORK
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑
Describe Work: M/ h i fpkcA �60
Mobile Home S G W
@20.00
IxIr ,
« K 1�Gi `�8
PERMIT FEE
S
ELECTRICAL PERMIT
Fling Fee 20.00
Main Service600H °R LEss
aowoaLEss
23.00
'MairilServiod 7poa►ToJwOW
46.00
LICENSED CONTRACTORS DECLARATION'
NEW CONST. DwaucOCCUP.
so.
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
OR ADONS. ( j AOC_ sLDs.
3.50FT.
9 (commencing with Section 7000 'of Division 3 of the Business and Professions Code,
( 9 )
NEW CONST. y�7iO��T
NON-RESID. ,
@7.50
and my license Is in full force and effect
POWER APPARATUS
License Gass C 4 7 Lic. No. 707958
i S9IGLE OUTLET CIR.
—
OWNER -BUILDER DECLARATION
Ex. Occup,OUnUORFIXURES
sa e':5o
1 hereby affirm under penalty of perjury that I am exempt from the Contractors License
Ex. Occup. ov IM D °Ew
5.00
Law for the following reason:
(ReSIED
Temporary Service
23.00
er
❑ 1, as ownof the property, or my employees with wages as their sole compensation,
will do the work, and the stiucture is not intended or offered for sale.
Mobile Home FacIities
20.00
❑ - I, as *owner'of:the property, am exclusively contracting with licensed contractors
. Misc. Wiring
23.00
to constructlthe project,-,
❑ 1 am exempt under Sec. ,Business and Professions Code for this
reason
PERMIT FEE
_
WORKERS' COMPENSATION DECLARATION
MECHANICAL PERMIT
Fling Fee 20.00
1 hereby affirm under penalty of perjury one of the following declarations:
Heating
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
Cooling
compensation, as provided for by section 3700 .of the Labor Code, for the
performance of the work for which this permit is issued.
Hood
6.50
EX 1 have and will maintain workers' compensation insurance, as required by Section
Ventilation
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 UNICARE
PERMIT FEE
$
Policy Number —7-15117—Mobile
Home Installation Fee
$ %DCI , 0
(The above sections need not be completed if the permit is for work of a valuation
Eneigy Inspection Fee
$
of one hundred dollars ($100) or less.)
❑ 1 certify that in the performance of the work for which this permit is issued, I shall
°CG CONST TYPETOTAL FEE $ , 00
not employ any person in any manner so as to become subject to workers'
/I'
compensation laws of California, and agree that f I should become subject to the
HAZ. D. FEES LMP FLOOD
CDF PARS PD HD ISSUE
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
This permit is hereby issued under
the applicable provisions
of the Butte County Code and/or
Resolutions to do work
X Date
indicated above for which fees have been paid.
Signature of Applicant - ❑ Owner ❑ Contractor �& Agent ,.
An OSHA permit is required for excavations over 5'0" deep and demolition or construction
of structures over 3 stories in height
By
Date
ReceiptNo.c_J/J r%iS I PERMIT EXPIRES ON
WHITE-D.D.S.. B.D. CANAR -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
�,rv,r,-•-�:-.r.7,.,.�.,.,....-.,fir-....�...-�sf•---.�,._,� -,
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CEN'T'ER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541
SCHEDULE OF FEES DUE
OWNER1vyAd (?AA , �,C1 r A. P. # 6P3
PROPOSED BUILDING USE eXA1 DATE
,
REC # DATE REC
1. BUILDING PERMIT FEES
-- Balance Due ................ $ .
-- Additional Fees Due ............ $
-- Additional Fees Due . . .......... $
Revised Plan Checking Fee ....... $
�2. SCHOOL DISTRICT FEES
'(paid at District Office)
3. SHERIFF FEES (paid at Building Division) (,�� g77O- s� P r U
esidential ........ —� x $360.00 = $ O[ �J
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)
7. SRA FIRE INSPECTION AND PLAN CHECK
$89.00 (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
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 ��c�����p Q, DATE
Original -Owner Copy -Building Div. (Rev. 12/96)
COUNTY OF BUTTE DEPARTMENTDF'DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541
PER k
MAPPLICATIONDATA SHEET
OWNER: '% h C4Q Cr ASSESSOR PARCELTZ: : O ` J Z _0CV
Proposed Building Use: Building Inspector: Date: eo
At time of permit application, I was advised the following data must be submitted prior to permit processing andfor issuance:
Date Received By
111. All iiems have been submitted .-------=-----------------------------------------------------------------------------
❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------
❑ 3 . Complete plans, 3/4 sets, signed by the preparer of plans. -------------------------------------------- --------
❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. --------
❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------
❑ 6. Energy Design Compliance and supporting documentation. ----------------------------------------------------
❑ 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 .------------------
1 pact fees as shown on the attached schedule. ` --"'O
❑ 12. California Department of Forestry plan approval/foes.-------------=--
❑ 13 . Flood 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:
❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel.
❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---.
020. Pre -inspection for
required Request to Building Inspector on
❑21. Contractor's license information. (Number, Name Style, Classification).
022. Workers' Compensation carrier and policy number. -----------------------
023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -
024. Letter of signature authorization. --------------------------------------------
❑25. Recorded copy of Agricultural Acknowledgment Statement. ----------------------------------
't of intent on building use. -------------------------------------------------------------------
''
CManufactured Home utility clearance. ------------------------------------------------------------
8. Existing violations and/or expired permits. ------------------------------------------------------
❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $
E130. Other: ` -
%TWhen you issue the p t, ceJ� follows ❑ Mail to owner ail to co�actor.
elephone ;W3 and hold for pickup ynl Ile office. ❑ Deliver with inspector.
(Date)
Applicant: CQ 0,nAAAL SLI. _- _Q Date: (S — a — r)
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: ❑ Plan Check List
2. Additional items required:
Contractor, designer, owner, was advised of the above required data by ❑ 'prm&,10 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 Division counter, by Dato:
Plans reviewed by: Date: Plans approved by: Date: oZ
Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date:
Yellow Copy - Department of Development Services, Building Division
11
COUNTY OF B4JTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION,
7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541�D PERMIT NO.
APPLICATION AND PERMIT d
ASSESSOR PARCEL NUMBER
ZONING
BUILDING PERMIT
OWNER
TELEPHONE
SO. FT. OCC. BUILDING VALUATION
OWNERS MAILING ADDRESS
80 RESTIVE DRIVE OR.01111_12 95Q66
CONTRACTOR'S NAME
INTMIRTTY HOMES INC
TELEPHONE
CONTRACTORS MAILING ADDRESS
1740 FEATHER R11IRR Ell OR01,1111E 95Q65
Fireplace
'11)
CONSTRUCTIONLENDER
UNI(NOWN
Total Valuation Is
LENDER'S MAIUNG ADDRESS
Filing Fee
$
Permit Fee
$
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee
$
Energy Plan Checking Fee
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty
$
BUILDING ADDRESS
OROVILLE
PERMITFEE $
PLUMBINGPERMIT Filing Fee 20.00
Each Trap 7.00
LOT NO. SUBDIVISION'S NAME
PARCEL MAP
Solar or heat pump water heater
23.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome4 Other
SPECIFY
Water piping
15.00
Each gas water heater or vent
15.00
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
TYPE OF WORK
New ❑ Addition ❑ ' Remodel ❑ UtilitiesA Installation ❑ Other ❑
Describe Work:
Mobile Home ISI GI W
@20.00150.00
PERMITFEE
$ 80,00
Contractor
ELECTRICAL PERMIT
Filina Fee 1 20.00
600V OR LESS
Main Service ( 200AORLESS)
23.00 23.00
Main Service( 200A TO 1000A )
46.00
LICENSEDCONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 commencin with Section 7000 of Division 3 of the Business and Professions Code,
( g )
and my license is in full force and effect. r�-1 c/7is x(F�
License Class 6L i� Lic. No. 1
� 0
OWNER -BUILDER DECLARATION
1 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
NEW CONST. DWELLING OCCUR
OR AODNS. ( & ACC. S. )
so.
3.5¢ FT.
NEW CONST. MULTI -OUTLET
NON-RESID. ( BRANCH CIRCUITS )
@7.50
POWER APPARATUS
8 SINGLE OUTLET CIR. )
Ex. Occup. (OUTLET OR FIXTURES)
20 Q 1.00
BAL .30
Ex. Occup. ouTLEE°TSPPL o.°ERa
( )
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00 20.00
Misc. Wiring
23.00
PERMITFEE
S 63.00
Contractor
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.
�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' compgnsation insurance carrier and policy number are:
Carrier a iA i mr-e
MECHANICAL PERMIT
Filing Fee 20.00
Heating
Cooling
Hood
6.50
Ventilation
PERMITFEE
$
Contractor
Policy Number 5qsn-- e),pp— /S /7
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
❑ 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
X -L �J--- Date ��Z� �$__
Signature f Appll ant - ❑ Owner ❑ Contractor KAgent
An OSHA permit is required for excavations over 5'0" deep and demolition or construction
of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $
GCC
CONST. TV PE
TOTAL FEE $ 166.00
HA2.
✓
D. FEES
.�
IMP FL p
_ or
C PARCEL PD
._
HD
ISS
This permit is hereby issued under the
of the Butte County Code and/or
indicated above for which fees have
r
BY
PERMITEXPIRESON
applicable provisions
Resolutions to do work
been paid.
/
Date /v
(Date)
Receipt No. 236997
WHITE-O.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
't+ii�i,�'�� -y,r�- 'i.1"'�ttt°-r+vw `i �, `.tea. ✓t i ��c ri �a _)i '�. �r �t.�. a"1'�z.vd��C s. y,.�;.•�;t"
COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541
PERMIT APPLICATION DATA SHEET
OWNER: LlIveen"r- ASSESSOR PARCELER:
Proposed Building Use: Building Inspector: AMDate:
At time of permit application, I was advrsed the following data must be sub ed prior to permit process' g and/or issuance:
,/ Date Received By
❑ 1. All iiems have been submitted --------------------------------------------------------------------------------------
l40. Plot plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------
❑3. Complete plans, 3/4 sets, signed by the preparer of plans. -----------------------------------------------------
❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. --------
❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------
El 6. Energy Design Compliance and supporting documentation. ----------------------------------------------------
❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---------------------------------------------------------
0 8. Hazardous Material Form. ------------------------------------------------------------------------------------------
❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------
❑ 10. Fees of $-------------------------------------------------------------------------------------
❑ 11. Impact fees as shown on the attached schedule. -------
. California Department of Forestry plan approval/fees.
Flood elevation certificate. -----
V5. Sanitation and plot plan appryov
City of Chico plumbing permit.
Health Department.
❑ 16. Plot plan and business license approval from the City of Biggs.
❑ 17. Planning approval for (A) Use
(B) Parking:
4
❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. -----------------
(� l/9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------
V20. Pre -inspection for required. Request to Building Inspector on
021. Contractor's license information. (Number, Name Style, Classification).
022. Workers' Compensation carrier and policy number. -----------------------
023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -•
2 Letter of signature authorization. ------------------------------
25. Recorded copy of Agricultural Acknowledgment Statement.
❑26. Letter of intent on building use. --------------------------------
❑27. Manufactured Home utility clearance. ------------------------------------------------------------
❑28. Existing violations and/or expired permits. ------------------------------------------------------
❑29. 13433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $
030. Other:
When you issue the pervit,grocessas follows ❑ Mail to owner, ❑ ail to c9otractor.
Telephone S - 710 L and hold for pickup at i� �i office. ❑ Deliver with inspector.
(Date)
r1; :civ
;'• Applicant: aU& Date: inr 0(9'��
Copy of Haz-Mat foim sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By:
Copy 'of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By:
1. Index permit application for the above items numbered: N, ❑ Plan Check List
2. Additional items required:
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 Division counter, by Date:
Contractor, designer, owner, rNadvised of the above `required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Plans reviewed by: Date: Plans approved by: Date:
_ Sets of plans on ho in 11 Plan Cabinet,�,A.P.,folder. Note transfer by: Date:
Yellow Copy - Department of Development Services, Building Division.
M
I
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
Owner Location
Plan Approved for: Sewage Disposal Water Supply:
Clearance for3U#welling. Other
Hold final for:
Final clearance O.K. for:
NOTE:
Environmental Health Specialist
8/96
E.H. USE ON
Plot Plan Attached
Floor Plan Att h
Sent to B.D. /
7P, vs�)
AP#
Public Private Well
--,;-a9C?
Date
This set of: it s and specifipataons.MUST be
kept on the jt b a all times and it is unlawful to
mage any elj gc s or alterations on same with -nut
Men per.. issi )n from, the Department of Public
uTorks, Cour. y o Butte.
ELECTRICAL, MECHANICAL, AND PLUMBING
CONSTRUCTION ( NOT PLAN CHECKED )
SHALL COMrLY WITH CURRENT EDITION
OF NEC, UMC AND UPC.
VOTE: Ail materials & Workmanship Shall Be In
Accordance with Recognized Good Practices and
of a Quality. Prescribed for the Specified use
in the uniform Building, Plumbing & Mechanica�
Codes and the I ational Electrical Code.
P
e
ALL STRUCTURES AND EQUIPMENT INCLUDING
OVERHANGS SHALL BE CLEAR OF ALL EASEMENTS.
A SET BACK OF 3 0_ FT. FROM THE SIDE AND
FT. FROM THE REAR PROPERTY LINES AND
APPROVED �, '� ra FT. FROM THE ROAD CENTERLINE SHALL BE
Butte County ' ` CLEAR OF STRUCTURES AND EQUIPMENT EXCEPT
rnvimmental HwIth r FOR A 2 FT. EAVE OVERHANG.
nap The attached Fire Safe
�t requirements must be co e
-CMN O.. � '�, � as specified and approved
9 by C.D.F.
REVIEWED BY N..
BUTTE CO. FIRE DEPT.
CALIF. DEPT. of FORESTRY
❑ approved as submitted, - g
[fj approved with conditions 7
per Attache r► sh,-,t. J
Signature = s
Dave Q
F
i
y
BUTTE 'UNTY r
no
AP P
tA �g 030
FILE COPY
AP#
CpF FIRE SAFE REQUIREMENTS
PERMIT # NAME
Under authority of PRC 4290, the following checked items are required
by the Butte County Fire Department and are made a part of this permit.
These requirements are minimums and will be superseded by Butte County
local regulations which equal or exceed these standards. Field
inspections will be made by the Butte County Building Department for
compliance.
1272.00 Maintenance of Defensible Space. To ensure continued
maintenance of properties in conformance with these
standards and measures and to assure continued avail-
ability, access and utilization of the defensible space
provided for in these standards, annual maintenance
must be provide for by the land owner.
Driveway Standards
[�] 1273.02 Surface. All driveway surfaces and structures (bridges,
1273.07 culverts and other app-_,rteaant structures which supple-
ment the roadway bed or shoulders) shall provide unob-
structed access to conventional drive vehicles, includ-
ing sedans and fire apparatus weighing up to 40,000
pounds.
[�] 1273.03 Grade. Not to exceed 16 percent unless paved.
1273.04 Driveway Radius
1. No roadway shall have a horizontal inside radius of
curvature of less than 50 feet and additional sur-
face width of 4 feet shall be added to curves of 50-
100 feet radius; 2 feet to those from 100-200 feet.
[j] 2. The length of vertical curves in roadways exclusive
of gutters, ditches and drainage structures designed
to hold or divert water shall be not less than 100
�-
feet.
[�} 1273.05 Turnarounds. If required, will have a minimum turning
radius of 40 feet from the center of the road.
1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30
feet long with a minimum 25 foot taper on each end.
[�] 1270.10 Width. All driveways shall provide a minimum 10 foot
traffic lane and unobstructed vertical clearance of 15
feet along its entire length. BUTTE COUNTY
p�
Page 1 of ' BUIi�I DEPA i�� ENT
A�R��ED
AP # PERMIT # NAME
[/(] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but
,I less than 800 feet in length, shall provide a turnout
near the midpoint.of the driveway. Where a driveway
exceeds 800 feet, turnouts shall be provided no more
than 400 feet apart.
[�(] 1273.10 Turnaround. A turnaround shall be provided at all
• building sites on driveways over 300 feet in length and
shall be within 50 feet of the building.
1273.11 Gates
[�] 1. Gate entrances shall be at least two feet wider than
the roadway it serves.
2. The gates must be located at least 30 feet from the
roadway and shall open to allow a vehicle to stop
without obstructing traffic on that roadway.
( ] 3. Where a one-way road with a single traffic lane
provides entrance, a 50 foot turning radius shall be
used.
Fuel Modification
1276.01 Setback for Structure Defensible Space.
1. All parcels 1 acre and larger shall provide a mini-
mum 30 foot setback for buildings and accessory
buildings from ull property lines and/or the center
of the road.
[ ] 2. For parcels less than 1 acre, local jurisdiction
shall provide for the.same practical effect. See
Other Requirements below.
[%l 1276.02 Disposal of Vegetation and Fuels. Disposal, including
// chipping, burying, burning or removal to a landfill site
"- approved by the local jurisdiction, of flammable
vegetation and fuels caused by site development and
construction, road and driveway construction and fuel
modification shall be completed prior to completion of
road construction )r fi_ial inspection of a building
permit.
t
BUITE COUNTY
Page 2 of 3
Ar% 91% V% ^
rrnM ED
3 - S 2- z/
AP #
9l�—t 6 3 a ��� �•e�e�,�c�
PERMIT # NAME
other Requirements
[ ] If Building Setback is 15 to 30 Feet:
- Class A or B roof
Enclosed eaves
[ ] If Building Setback is Less Than 15 Feet
Choose any 3 of the following:
- Metal or no doors on side toward property line with insuffi-
cient setback
- Class A or B roof with enclosed eaves
- Interior automatic sprinkler system per NFPA 13D '
Glass area not to exceed 1_0% of wall area toward property
line with insufficient setback
Siding from the following list:
Stucco - 3 coat
Hardi-Board or Plank
Masonry
Masonry veneer
Metal
Other Butte County Fire Department approved materials
Date Signature
Page 3 of 3 SUITE COUNT
R 'E'
it 1
N1
-BAKE R� LA vogue
e&R� wE-
6r40041e, CA 069L04P
N
FA
IQ*t8 SFI Ki%e ►
l3ao SauwaE �s�rT
3 umoom a worm
Appp,oVED
BuiteCounty
Environmental Health
its
-1. - Owner's Name:,
2. -Assessor's Parcel Number: Z l
3. Installer's Name:r��-2 c%� Y'�jCYI�S Yl C
- 4. -Is the site currently under permit?- Yes[ .J Nop J Permit No.
5. Is the site an existing site? Yes[ ] No[k] (If yes, furnish two plot plans).
6.. What. is the electrical, rating of the mobilehome? /60 Amperes.
...7. What is the mobilehome site circuit breaker rating? "Amperes.
8. What is the electrical rating of the mobilehome site? ,106 Amperes.
9. Is the main service remote from the mobilehome site? Yes[ ] Nop' ] If it is, what is
the rating? - Amperes.
10.'Is there any other electric load to be served by the mobilehome site electric service
(i.e. well, garage etc.)? Yes[A] No[ ] If yes, please identify the load and size:
a) The mobile home site:
Load- U-3-el.1 Amperes- aO
b) The main service:
Load- Amperes -
I -L, Type of gas service at mobilehome site: Natural[ ] Propane[] None[ ]
12. ' Size of gas . pipe at the mobilehome site from the meter or
tank:%4 inches.
13. What is the gas pipe length from the meter or tank to the mobilehome?eJ`-(ft.).
14. What is the mobilehome gas demand? B.T.U.*
*(This information is not required if the pipe length is less than 6 feet on natural gas or
less than 50 feet on propane).
THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO
PROCESS THIS PERMIT APPLICATION
Y
May 1995 8.5
Al. 1l.t.-
MobilehomeManufacturer: EA 122 -A Manufacture Year:
If other than single wide, furnish Setup Model Number:
Width:�(4 (ft.) Length:_ 5S (ft.) Tagalong or Expando Size (ft.) x (ft )
On . all mobilehomes manufactured after October 7, 1973, furnish manufacturer's
installation manual and structural setup sheets.
FOOTINGS: Wood pr'ess'ure treated or foundation grade[x ] Other:
SUPPORTS: Concrete block[x] Other:
Provide Tie Down Specifications for all Mobilehomes:
Line 1
Line 2
Line 2 -
Line 1 -
Pier Footings Sizes and Location
SINGLE WIDE MULTI -WIDE
. ................. ........
-Main Beams
•
Main Beams
.................................................
Tag or Triple
.................................................
Line 1 Piers:
Size minimum:
_ _ x
.. Spacing- maximum:
`
From ends -maximum.
+ `
Line'2 Piers:
Size minimum:
[ A ZI x
Spacing maximum:
�
From ends -maximum
2 p `
Line 3 Roof Loads:
Size minimum
Location (from ftio:
rear
Line 5 Roof -Loads:
Size minimum:
Location"(from front):
aine 1
Line 2
. inc 2
Line 3
Line 2
..................•.......
Line 1
—Line S
>Line 4
Line 1 Openings
S ize minimum: [. lx[*
]
Each side of openings
with width over: F `
Line 4 Piers:
Size minimum: ( ] x [ ]
Spacing maximum: `
From ends -maximum: [_
OVER
-ENCIM ERING
g
En it 0 W
e-e.r_�d� ' Town s stem
Manufactured home ti y
e down calculations and schedules
for single/double/triple wides
Design Loads
Wind 15 PSF
Soil Bearing 1000 PSF
Te Down Straps 3150 # Working Load
Seismic Zone 4
Tie down straps meet federal specificafions QQ-S-781 H for Type 1,
Class B, Grade I strapping and be at least 1-1/4" x.035, zinc plated.
Earth Augers 2962 # (lbsted to 4750 # minimum)
Cross Drives 1727 # (Calculated)
Concrete Slab Anchors 1390 #(Calculated)
Note: Maximum Soil presure is 1 000 P,S.F. without a soils report
General Notes
I. The charts shown herein are for the required Dumber of tie downs
on the sides of the Manufactured Rome.
2. Tie downs are required at each chassis beam, each end•of each
transportable section of the Manufactured Home and xan be any
of the types shown herein.
3. Combinations of the different types of tie downs can be used,
4. In the event an earth anger cannot be installed due to an obstruc-
tion, use of cross drive mc'hors is permitted, provided 2 cross drive
anchors are installed for each earth: auger that cannot be installed.
5. For all tie down installations, the Manufactured
members ane abown as "I" Rome chassis
beams for illustration purposes only.
Chassis beams can also be "C" shaped or Rr;C shaped.
6. End tie downs can be located within 18" of either side of chassis
beam axis as shown.
One end to down required 18"
at each 61• beam end"--- Chassis Beam
i8
7. The sizes, types; lengths, etc. of materials shown heroin are
tninimuctt Larger, longer, heavier Materials by
Tile Down Engineering may
locations shobe used at the sam4 spacing and
wn.
8. Alternate devices may be substituted with engineers approvals.
Page I of 8
Engineer Approval
197
State Approval
APPROYt.p
SUBJECT TO CORRECTIONS .NOTED
4PWo`ot Qw „at ovlMfile or ePPreYe oay . om&Aoa
dn'toro" iwro regvitom" of opP4aibty &I.,, kw,, °
"8NVI;C%
s,°ta d Coward%
OaP°r�eN of Novtfolp cold C0a4v"14, D�dopmem '
OIYSStON CODES AND STANOgW
Y
Dot�.f�
SPA
rj,;s Plan Approval
TMs tic dowel
section 1336
77E L
404-344-0000
Fax 404-349-0401
ING318.`:P06--JAN.02::.l97';:-17. p
' -�\�'.':•_�-i i t�S�i:.•l:c :ijJ i..f00�-`:'-�.l_•.; r:.
TES
............ .
`-SERVICES; I.NC
January 2, 1996
LISTING NUMBER: TIE -942609
Mr. Merrill Sutton
Tie Down Engineering
5901 Wheaton Drive
Atlanta, GA 30336
Dear Mr, Sutton:
Having completed the in-house audit of quality control, quality assurance, procurement,
procedures, etc.., Tri-State Testing Services in compliance with the rules and regulations
Department of Housing of California lists the foil owin products:
p ement, welding
9 p cts: of the
MODEL NUMBER PART NUMBER
MI2H5/8
M12H3/4
M1225/8
M122314
MIT2
MIJ2
MICS2
69260
MRA
59292
MGRB
BCS
MBU
SISB
MS33 .I
59080
59085
59090
59095
59115
59120
59125
69250-
59110
925059110
69292
59145
59175
59140
59135
59149
E CRIPTION
5/8" X 58" DOUBLE HEAD ANCHOR W/6" AUGER
3/4":X 48":DOUBLEHEAD ANCHOR W/6" AUGER
6/8-',4K 3C DOUBLE`HEAD ANCHOR W/2-4" AUGERS
3/4" X 30 DOUBLE HEAD ANCHOR W/2-4" AUGERS
3/4" X 8" DOUBLE HEAD THREADED ROD PATIO ANCHOR
5/8" X 12" DOUBLE HEAD J -ROD SLAB ANCHOR
PATIO ANCHOR W/q(PANSION BOLT
3/4"-X 36" DOUBLE HEAD ANCHOR W/6" & 4 -.AUGER
CROSS DRIVE ROCK ANCHOR 3/4" X 30" ROD
LATERAL STABILIZER PLATE
GALVANIZED ROOF BRACKET
CRIMPING SEAL FOR 1-1/4" 'STRAP
GALVANIZED STRAP BUCKLE
SLOTTED BOLT AND NUT
1-1/4" X 33' GALVANIZED STRAP
6756 eUCKI.Fs COVC A4EMr'1g1S, TN 38133
90 1 -38S- I 199
r=Ax 90 1-386-66 14
'`Tie Down Erigirieering
Page 2
January 2, 1996
MS3� .
MS37
M S42
MS60
MS600
MBU6 3
MBU7
MBU8
MBU10
MBU12
MBU15
MLFT
TIE DOWN .ENGINEERING
r ��^�
LISTING NUMBER: TIE -942609
59150
1-1/4" X 35' GALVANIZED STRAP
59155
1-1/4" X 37' GALVANIZED STRAP
59160
1-1/4" X 42' GALVANIZED STRAP
59165
1-1/4" X 60'G . ALVANIZED STRAP
59170
1-1/4" X 600 GALVANIZED STRAP
59137
1-1/4" X 6' FRAME TIE W/BUCKLE
59141
1-1/4" X 7' FRAME TIE W/BUCKLE
59142
1-1/4" X 8' FRAME nE W/BUCKLE
59138
1-1/4" X 10' FRAME TIE W/BUCKLE
59144
1-1/4" X 12' FRAME TIE VV/BUCKLE
59143
1-1/4" X 15' FRAME TIE'W/BUCKLE
59188 End Frame Tie (Approved 5-25-95)
If you have any questions or if we may be of further help, please call us.
Sincerely,
TRI-STATE TESTING SERVICES, INC.
tau
William E. Jackson
Manager
r
TRI-SQA72 TESTING SERVICES, INC.
59145
Roof Brackat
m�
0
MIT2 Concrete
Slab Anchor
(D►y)
�O
MU2
Concrate Slab
.Anchor (Wet)
TIE` DQVi/N ENGINEERING
a a
Tie. Down Anchoring System
,
D 0 MLFT
End Frame Tie
MDU/59140
r 59292 Strap bucbe
MRA Lateral Stabilizer Elate
Rock Anchor,
M122 (518•' & 3/4")
30" Long Anchor
MBS 13155/59135
buckle w/Strap alottcd 1301t & Nut M12H (5/8" & 314'D
48" Long Anchor
Max Length of 36' 54' 72'
Manf. Home.
Minumum No. of 2 3 4
Side iie Downs
One 4e down Is recuired at parh nnrl
Max Length of 34' 42' 6o' 69'
Mani. Home 68'
Nunumuin'No.,oi 4 5 fi
SldeT(e Qouvns : 7
One tie down Is-reqUired at each end of i beam t.',.
Side T1e.Downs (Sea Note Below)
W
Max Length of 32' 42' b2' 62'Y_ 73'
Manf. Home
Minumum No. of 13 1 4 15 1-6 7
Side Tie Downs
One tie down Is rpmwired at each end of "I" beam.
Side Tie Downs (See Note below)
SINGLE WIDE
1 I Even 5oaaed I I
2' I..ength Varies 2'
Side Tk Downs (Sea Note Below)
3II
uj � II
1 I ` Evenly 5vaeedT T +
2' L4noth YAHC5 2' I Evenly Spaced i `I
Length YaNcs _2'
Side tie downs must be within W' of the end of the chassis beam. End tie downs can be located
within 18" of the center line of each chassl5 beam. One tie down is "ulred for each end of "(" beam.
Page 2 of 8
A
I
Cross drive anchors are used where hard or rocky soil
occurs. If the ground surface is other than rock or mini-
mum 2" asphalt, encase the cross drive anchor with
concrete as shown in fig. I
• Drill 518" diameter bole 5-It2" deep In anter of
anchor location. Insert pilot stud into hole.
Drill two 3/4" diameter holes into the rock at 450
angles, using the anchor head as, a locating guide.
ug 'to "sndcoae, oQd' 6ouotuweb
flange and into 45°dote. Drive rod intoroock. Rod must
be driven into rock at least 809'0 of les length to achieve
minimum allowable pullout resistance,
.i:�l+ I :-W1. I i\
Earth Anchor
1. Partially install anchor allowing 14" to
16" remaining above ground level using
constant downward pressure to minimize
soil disturbance.
1 2. Utilizing oversize hammer, vertically install stabilizer
plate, nesting anchor rod in between formed channels
on outside of stabilizer plate (between anchor and frame).
3. Fully install anchor until tension head rests against
stabilizer plate.
fig. I
Crass Drive Anchor
Concrete 12" square x 12" deep
Concrete Anchors
MIJ2
Concrete must -be a 2500 PSI minimum slab with:
4" minimum thickness and 6/6 x 10/10
M(C52
•After
installed; wire mesh
reviewin& restrictions
fsted;to the 1 dell's 5/8 in x 3
In.
Concrete slab must allow 4750 lbs of vertical ten-
cal.
Sion on anchor without lifting.
hole in the slab wherethe an -
head is to be looted. -
This assuhles that the
concrete weighs 150 Ibs per cu, ft.
I
• Place steel expansion sleeve over
• Minimum distance from the anchor shaft to one edge
0 bolt and Place into the drilled hole.
Of the slab is 12 in.'and 5 ft from any other edge.
• Place the washer onto the expan-
sioa bolt.
MU2 is designed to be installed into a concrete slab
at the time it is being poured. • Slab must beS in.
minimum thickness
and gh n nhnut l ma tpuapm eXp an -
sion of steel expansion sleeve has
at location under any anchor to O
allow 5 in. embedment oF'J" rod anchor.
been achieved.
AM is designed to be insetted through a 3/4" hole M(TZ
drilled or formed.into an existing concrete
Remove nut and washer and
p' Ia� anchor head over exposed
bolt.
slab. -
O
• Place washer and nut onto bolt
to attach anchor head, tighten nut.
Page 3 of 8
Notes on Installation
Sall 6011 Description
Class
1• Sound hand rock,
2• : Very Dense and/or cirnented sands,
coarse gravel/bobbles, preloaded silts,
clays and coral.
Test
Value
MA. .
550 in', lbs
and up
II 3 Medium dense coarse sands, sandy gravels, -350 to 550
very stiff silts and clays. In. lbs:
Recommended Anchorr,
Model # Stk #
Description
MRA 59110
Cross drive cock anchor
bra me Tie with=Buckle.:__
30" z 5B"i od, 24" helix
MI223/4 59095
I.Install strap by pusfim the end
between the inside of the Frame "I"
(and those listed below)
beam and the floor..
48"x 5/8" rod, 1-6" heli;
2. Position the buckle at upper end
of the "I" beam frame. Wrap the end
of the strap: "I"
around the be
11rread the end of the strap thru the
slotin the buckle as shown. Push
the end of strap in-between -I-
beam and floor.
_
3. Pull the strap, tnakin� certain the
buckle stays rt' positron. Thread
loose end of strap thru slotted
tensioning bolt attached to ten-
sioning tread of anchor. Tighten
slotted tensioning
bolt a minimum of 3
full turns until all slack
in strap is removed.
(Anchor must be properly
installed into ground
befm proceeding with .
Us step.)
Test
Value
MA. .
550 in', lbs
and up
II 3 Medium dense coarse sands, sandy gravels, -350 to 550
very stiff silts and clays. In. lbs:
Recommended Anchorr,
Model # Stk #
Description
MRA 59110
Cross drive cock anchor
MI22s/s 59090
30" z 5B"i od, 24" helix
MI223/4 59095
30" x.314" rod, 24" helix
(and those listed below)
M MU18 59080
MUH3/4 59085
48"x 5/8" rod, 1-6" heli;
48" x 3/4" rod. 1-6" helix
4. Loose to medium dense satids, firm to 200 to 350
stiff clays and silts, alluvial fiQ: MUM/8 59080 48" x 5/8" rod, 1-6` helix
• Below these va ZVMH3/4 59085 48" x 314" rod, 1-6" hea
lues; a prgfcsriorral e1tghreer should be eorsulud
5. Concrete Slab ;
Tensioning devices for use in concrete
P4 runner, etc. shall cifications
time of concrete relnfoeccment, sim and thickness of concrete, size sad depth of bolt hole, type tested (same as anchors) d ecattd kind of shio PSI and cure
f
Minimum distance at which tensioning device can be installed from edge of end of slab, pad, cuoncr, ctc, shall be spapeifi�edissible.
t
Installer/Contractor Certification
I certify that I have installed the TCB DOWN ENO NEHRINt3 anchoring system as perTIIS DOWN's Installation instructions and
that no modifications have been made to the anchoring system or building structure.
Company Name:
Contractoes L(censc Y
Date:
Signature:
Page 4 of 8
464j4904
,ENG lNEER ING.._
318 P05
0?
TIE -DOWN ENGINEERING
Page 5 of 8
INDEPENDENT TESTING RESULTS
MODEL NO. ESC O O TES
ULTIMATE
NGTH TEST
Mum
VERTICAL PULL-OUT INMOIST SILTY CLAY.
TEST PROBE TORQUE VALUE BETWEENff9/15/92
6,133-
200-349 INCH POUNDS.
(AVG.)
VERTICAL PULL-OUT IN SILTY SAN,) AND GRAVEL.
TEST PROBE TORQUE VALUE 550 INCH POUNDS
5,7331
rr
9/15/92
AND MORE"(AVG.)
MRA
VERTICAL PUL/. -OUT IN LABORATORY FDCrUREs
Fop- SMfUL&llON' UNCONFIRMED ROCK WAS
5,567#
3/1j93
NOT
AVAlI_,kBLp_
MICS?
VERTICAL PUL/. -OUT IN 250() PSI CURED
•
CONCRETE, TEST S'fOPPED AT 5,200 POUNDS.
5,2008
3!24!94
VERTICAL PM -OUT IN 2500 PSL
CONCRETE. TEST STOPPED AT 5,200 POUNDS.
5,200r-
t
3/30/94
VERTICAL PULL-OUT IN -2,500. PS1. CURED
"CRL_113�. I .. .
52004-
,
3/30194
MI2H64
(59250)
-VERTI :P
CALP CLAY' TESTPROBE
5=11
TORQUE VALUE-13MVEM 200-340 INCH POUNDS
10t6193
ML
45 DEGREE PULL ON -STAMMER PLATE
(59292)
IN SU -Ty
-CLAY. TEST PROBE TOR UE VALUE BEIVEEN
16,067,-
200-349 INCE POUNDS,
(AVG.)
NOTE*-
-'ALL'ABOVE "TESTS 'WERE 'CONDUCT -BY _ATEC
3'NC'* AND GALMASSOCIATESt:
T & ASSOCIATES. THE P.-RODUCT
TEST
IND
MADEADE AVAILABLE UPON REQUEST. IVIDUAL
INFORMATIONINFORMATIONTO: PLZASE FORWFORWARDYOUR
TEST Pf=ESULTSF
. UEST
WILL BE
FOTHIS.
TIE DOWN ENGINEEIZING
5901 WHEATON DRIVE
ATLANTA, GEORGIA 30336
Page 5 of 8
. =�r.r" ;h; ..- ;r;; ��4043490401- T:IE'�:DOIAG� ENGII`IEQ�ING'
...: •....,.. .�:...-....�.�.�: ;ir::� ::: :•:'•iiia
DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT
DNISION OF CODES AND.STANDARDS
1800 THIRD STREET, Suite 260 P.O, Bax 1407
SACRAMENTO, CA 95812-1407
(916):445-9471.. FAX (916) .327-4712
TDD 800-735-2929
September 29, 1994
William E. Jackson, Manager
Tri-State Testing Services, Inc.
6756 Suckles Cove
Memphis, TX '38133
Dear Mr. Jackson:
OCT 0 5 199
This is to conf'utn that the CaliforniaDe
has approved our partment of Horsing and Community Development
y funis application to become an approved,testing and listing agency for
load bearing Supports and structural components used with manufacture
mobilehomes and commercial coaches. Thid homes,
s approval is for the listing and labelling of
structural Components used in the manufactured housing industry in accordance with the
standard established by your firm.
Please note the Department may require design calculations and test data be submitted to
substantiate a design when the listed system or component does not appear to. conform t
yourAppmved standard. We may also u °
r?Q est this'information. for the purpose of routine
cnouitor%ng' or complaint �Vestigation.:/Re
listed designs may be necessaryv�slons to your approved standard as well as
in the future
and/or regulations. as a result of amendments to currant statutes
ThanL you for choosing j
t to become an approved iistin�
You bave any questions or need to t and testing agency. If in the future
discass.a particular issue, port may Contact either myself
at (916).445-9471 or NWx Rosen
berg at (916) 255-2501. _ I
Sincerely, ---.'- -----•---.... . --- --- - - -- - - I
. I
Chris L. Anderson
Mobilehome .Parks program Manager
cc: Mike Rosenberg
I
Nae 8of8 I
I
I
BUILDING DI%!w SION
"COUNTY OF BUTTE - DEPARTME T OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541
AGRICULTURAL BUILDING EXEMPTION PERMIT
I
ERM, IST NO.
Agricultural building is defined as follows: Agricultural building is a structure designed d constructed to house farm
implements, hay, grain, poultry, livestock, or other horticultural products. This stru re shall not be a place of human
habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a
place used by the public.
ASSESSOR PARCEL NO.
ZONING
OWNER re
PHONE NJ-.
OWNER'S ADDRESS ^�
"` /
�.
1
LOCATION OF BUILDING'
USE OF BUILDING.__[,.l
r. e
SIZE OF STRUCTURE
' X = SQ. FT.
TYPE OF CONSTRUCTION:
WOOD FRAME STEEL—_X— CONCRETE OTHER (Specify)
TYPE OF SIDING _Q 4A
ROOF COVERING
FLOOR TYPE
ESTIMATED COST OF CONSTRUCTION
$ (0000
AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County
Ordinances as follows: SS t � -
'FRONT SIDES 2 /fO"ff REAR
AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields.
AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a
mobilehome, and 23 feet from a commercial building.
AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a
mobilehome, and 40 feet from a commercial building.
AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation
USGS Datum.
I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the
AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and
obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before
occupancy.
Date / 0-2-0-92
Perms ee - S60.��0110 C-.�zvg
Receipt No. oc�
Signature of Owner Ya.&��
The above described AG Building is exempt from a building permit.
FLOOD PA L P.D ROOFING ISS
Manager Building Divisio
By
White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant
Date 9^
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541
PERMIT APPLICATION DATA SHEET
OWNER: ASSESSOR PARCEL NUMBER:
Proposed Building Use: Building Inspector: Date:
At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
111. All items have been submitted.
02. Plot plans, 3/4 sets, signed by the preparer of plans.
❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans.
04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.
C1 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes!
06. Energy Design Compliance and supporting documentation.
07. 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.
❑ 10. Fees of $
❑ 11. Impact fees as shown on the attached schedule.
❑ 12. California Department of Forestry plan approval/fees.
1113. Flood 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:
❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel.
1119. Encroachment Permit for driveway (construction approval prior to occupancy).
❑ 20. Pre -inspection for
required.
❑21. Contractor's license information. (Number, Name Style, Classification).
022. Workers' Compensation carrier and policy number.
023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑).
024. Letter of signature authorization.
025. Recorded copy of Agricultural Acknowledgment Statement.
1126. Letter of intent on building use.
❑27. Manufactured Home utility clearance.
028. Existing violations and/or expired permits.
1129. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $
030. Other:
When you issue the permit, process as follows Mail to owner, []Mail to contractor.
❑Telephone and hold for pickup at office. ❑ Deliver with inspector.
Applicant: 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
i
� .s .r. ,,4�- -' ti � '' .. - � ;�.�, fir, i�: i+"-. .�•7'. -. - .. ..
,,, ' COUNTY O$ BUTTE- DEPARTMENT OF DE ORIENT SERVICES - BUILDING DIVISION
` 7 COUNTY CENTER DRIVE - OROVILLEXALIFORNIA 95965 -TELEPHONE (916) 538-7541,"`
M + J
PE"IT APPLICA TION DA TA SHEET
OWNER: ASSESSOR PARCEL NUMBER:
Proposed Building Use: Building Inspector: Date: _
At time of permit application, I was advised the following data must be submitted prior to per
processing and/or issuance:
Date Received By
❑ 1. All items have been submitted.-------------------------------------------------------------- .--------------------
❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------
❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------- ---------
❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.---------
115.
-------❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------
116. Energy Design Compliance and supporting documentation. ---------------------------------------- -----------
❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---------------- ?_----------------------------------------
❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------
❑9. Manufactured Home data.arid installation instructions including Tie Down Specifications -------------------
El
pifications-------------------
❑ 10. Fees of $-------------------------------------------------------------------------------------
❑ 11. Impact fees as shown on the attached schedule. -------
❑ 12. California Department of Forestry plan approval/fees.
❑ 13. Flood elevation certificate. -------------------------------
❑14. Sanitation and plot plan approval Health Department. -----------------------------
w.
❑ 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: ---------------
El18. Contact Land Development about ❑ Improvements, 11Drainage, ❑ Legal Parcel. -------
❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ----------------------------
020. Pre -inspection for required Request to Building Inspector on
021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------
❑ 22. Workers' Compensation darner and policy number. -724"
-- 24"-------------------------------------- '---= -- -
❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------- -----------------
❑24. Letter of signature authorization. --------------------------------------------------------------------------------
❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------.
❑26. Letter of intent on building use.-----------------------------------------------------------------------------------
❑27. Manufactured Home utility clearance. ------------------------- `-------------------------------------------------
❑28. Existing violations and/or expired permits. -------------------------------------------------- ------------------
=�1
(Date)
❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .---------------
030.
--------------❑30. Other: ___----
When you issue the permit, process as follows Mail to owner, ❑Mail to contractor.
[]Telephone and hold for pickup at office. ❑ Deliver with inspector.
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:
1. Index permit application for the above items numbered: ❑ Plan Check List
2. Additional items required:
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 Divis#on 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 ❑ phorie, ❑ mail, p.Building Division counter, by Date:
Plans reviewed by: Date: _.P.lans.approved by: Date:.g.
Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer"by: +Date
Yellow Copy - Department of Development Services', Building Division.
���c�l-� 9+R�i��.r»�,�"i.sr�.JF•t;,;,;c�''�{�;tr'r!�+"�r`'�"`i�'"R''''>'� ',s �t s.:.�'?re'U�'�:alo�;GFi..,:%J*.r"1�rc:: •�
Y' .�
t BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(One form per Building)
School District . K re) � r� � Building Department No.
0
A.P. Number (� ' (/' Jurisdiction: City ET GG
Property Owner klo ore, Ale
r
Property Location/Address
ki
i
Subdivision Lot No
Residential Development
No' of Living a Mob le Home Addition
Units Installation
Commercial/Industrial
New Addition
Building Department
moor riar s reviewed Dy ocnooi uistnci rersonneU
County
Sq. Footage
t(Group R)
Sq. Footage
(Including Exterior
Roofed Areas)
Date
District Identification No. 3 g
School District certifies that
(Applicant)
(Street Address) (Phoria Number)
(City)
has complied with the requirements of Resolut on No.
representing .y > square feet.
,ccs_
School 6istrict Representative
Paid by Check #
Remarks:
(State) (Zip Code)
9-7—M-0 by payment of $ L
B 2926 $
LL MITIGATION . $
Date
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
youfrom 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.xls (2/97)dmm
AND WHEN RECORDED.NLAILTO:
BUTTE COUP-rY BUILDING DI IS10N
7 COUNTY CENTER DRIVE
0R0%1LLE CA 95%5
COPY of Document Recorded
29 -flay -1998 1998-0022292
Has not been compared with
original
Butte COUNTY RECORDER
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 occasionallygenerate dust, smoke, 4oise, and odor..:: Butte County has -
established ag"n'64ltural purposes and residents within said zones and on ddjacent prpperty should be prepared to accept such
inconvenience or discomfort from normal, Jiecessaryfarm operations.
All that real property situate in the County of Butte, State of California, described as foiloNvs: '
Date: .5- IRI
"SM KNAiCE fl
PROPERTY OWNERS:
State of California )
County of
On r-• X4-7 —7 before me,
e o:sT-,
Pu6wC
r
personally appeared t6l+9 e ���7�7�� M CSPE personally
known to we (or proved to me on the basis of satisfactory evidence) to be the persons) whose name(s) is/are subscribed to the
within instrument and acknowledged to me that be/she/they executed the same in his/her/their authorized capacity(les), and
that by bis/her/their signature(s) on the instrument, the person s) or the e t t u o b dUB&Ithe persons) acted,
executed the Instrument. Sh
WITNESS v hand n otriuiat seal. CYNTHIA A. COSTA
COMM# 1103301
n OOT
NARY OUNTY OF BUTTEw�Signature �Xii .4 ,My Comm. Expires Oct 30, 2000
A.P.a "5) 1 -
yen e���'r�ya 11:,5J 61UWELL 111LE CUSTOMER SERVICE 4 BTEC1 OROVILLE NO.572 P004
r,
ORDER NO. BU -162264-3
DRBCRIPTION
THE LAND REFERRED TO IN THIS REPORT 13 SITUATED IN THE STATE OF
CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS:
PARCEL It
LOT It AS SHOWN ON THAT CERTAIN NAP ENTITLED, "ROBINSON HILL
RANCHES SUBDIVISION", WHICH MAP WAS RECORDED IN'THE OFFICE OF THE
RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 22,
1983, IN BOOK 91 OF MAPS, AT PAGE(S) 21 THRU 25.
�CY,ii•_IIt
A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITYPURPOSES OVER RESTIVE
DRIVE, PROVENZA DRIVE, APRIL COURT AND ANGELA COURT, AS SHOWN ON
THAT CERTAIN HAP ENTITLED, "ROBINSON KILL.RAKCHEs SUBDIVISION",
WHICH KAP WAS RECORDED IN THE OFFICE OP THE RECORDER OF THE COUNTY
OF BUTTE, STATE OF CALIFORNIA, ON APRIL 22, 1983,. IN BOOK 91 OF
MAPS, AT PACE(S) 21 THRU 25.
EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN -THE BOUNDS OF
PARCEL 1, DESCRIBED HEREIN.
f
e ='
LAND DEVELOPMENT
BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Bui/ding Permit No.
OWNERS %1 ✓��ivSan/ l%�/LC- ��-NCIfCS A.P.
NAME: NUMBER: D/�►3- 3—C�./
PRIN LAST NAME FIRST ,
ADDRESS / LOCATION:
COUNTY ZONING r r
DESIGNATION: 15 FLOOD ZONE: FLOOD MAP: -4 O0 o
APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL:
-; 41 f}c
PARCEL CREATION BY DEEDS OR MAP
DEED INFORMATION:
DATE OF CREATION: DEED REFERENCE:
LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO
COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO
COMMENTS/CONDITIONS:-
MAP INFORMATION:
DATE OF RECORDING /% Z LOT BOOK ) f PAGE 2
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 BEPAID 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.
r
5. Maintain a _LGL ft. leachfield setback from _O INI b 01 LK -11 E W E -Sr P90 P. L W E
_ 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 National
Fire Protection Association Standard for the installation of sprinkler systems in one and tWo family dwellings and mobile
homes, NFPA Standard 131), 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 stated
in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning DhWOn.
_ 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
ignificance and suggest appropriate mitigation measures.
r
�, rov Al .� v,cl ( C91"11.16 PC l� 6 Y 14 ��G 1 S 772-_ 2 C/ v/
�iyC/%y ccn iZ6-c) u1 2 6'% p g-1 o n 7a m sv +/v ce7 6F 13 L y 6 AE?fM1T
22. 57;7:_-6;;09/ M Zj r' o 11 L v C tri o �/ o f In/ c U .S'1 7E1
23.
24.
25.
26.
'Ala 1N]IN013A3a aNn
3W8 30 aNf100
1661�i1nr
a3ni333a
LD 5197
c:\wvs 140Iws.IP0L00KFAI.QA
1 J7 -7i I I I md 1 -7 IM 7f.' I I
SIERRA INIEVADA F'EI_-:ONVE 16 11 r5c'
431 !'vice.
P. 0. BOX 3255 0
YUBA C I T Y CA 95992 — �_i
7T9 IMA I' -ED FROM YUBA CITY. CA 95 991
7 0.9 9 3.40.0. 0.0.18. 16 3.7 495.8.
4
RETURN RECEIPT REQUESTED
EC
R
on 15 2000
$,j,rTS G CIO-ONTY
BIjILDIN' . )'VISION
RIOTS TS# SN 0357
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVTLLE ,, CA 95965
Ild �
I I'llf I I
RECORDING REQUESTED BY
AND WHEN RECORDED MAIL TO
SIERRA NEVADA RECONVEYANCE, INC.
P.O. BOX 3255
YUBA CITY, CA 95992
i
Space above this line for recorder's use
Title Order No. 5 7 9 2 2 7 Trustee Sale No. SN 0 3 5 7 Reference No.
APN 073-320-021
NOTICE OF TRUSTEE'S SALE
YOU ARE IN DEFAULT UNDER A DEED OF TRUST DATED 03/31/97 . UNLESS YOU
TAKE ACTION TO PROTECT YOUR PROPERTY, IT MAY BE SOLD AT A PUBLIC SALE.
IF YOU NEED AN EXPLANATION OF THE NATURE OF THE PROCEEDINGS AGAINST
YOU, YOU SHOULD CONTACT A LAWYER.
On 01/03/01 at 11:00 A.M., SIERRA NEVADA RECONVEYANCE, INC.
as the duly appointed Trustee under and pursuant to Deed of Trust, recorded on 05/06/97 as
Document No. 97-16387 Book Page of Official Records in the
Office of the Recorder of BUTTE County, California, executed by: HENRY T.
RUNGE JR., TRUSTEE OF THE HENRY T. RUNGE JR. AND CYNTHIA A. RUNGE
LIVING TRUST
as Trustor
ROBINSON MILL RANCHES, A LIMITED PARTNERSHIP
, as Beneficiary
WILL SELL AT PUBLIC AUCTION TO THE HIGHEST BIDDER FOR CASH (payable at time of
sale in lawful money of the United States, by cash, a cashier's check drawn by a state or national bank, a
check drawn by a state or federal credit union, or a check drawn by a state or federal savings and loan
association, savings association, or savings bank specified in section 5102 of the Financial Code and
authorized to do business in this state). At: AT THE STEPS OF THE COUNTY COURTHOUSE,
1 COURT STREET, OROVILLE, CA
Page 1 of 2 (CANOSAIA)
Title Order No.: 579227
Trustee Sale No.: SN 0357
Reference No.:
APN: 073-320-021-
all
73-320-02=
all right, title and interest conveyed to and now held by it under said Deed of Trust in the property
situated in said County, California describing the land therein:
't
The property heretofore described' is being sold "as is". The street address and other common
designation, if any, of the real property described above is purported to be: 80 RESTIVE DRIVE,
OROVILLE, CA 95966
The undersigned Trustee disclaims any liability for any incorrectness of the street address and other
common designation, if any, shown herein. Said sale will be made, but without covenant or warranty,
expressed or implied, regarding title, possession, or encumbrances, to pay the remaining principal sum
of the note(s) secured by said Deed of Trust, with interest thereon, as provided in said note(s), advances,
if any, under the terms of the Deed of Trust, estimated fees, charges and expenses of the Trustee and of
the trusts created by said Deed of Trust, to -wit: $24,551.93 Estimated
Accrued Interest and additional advances, If any, will Increase this figure prior to sale.
The beneficiary under said Deed of Trust heretofore executed and delivered to the undersigned a written
Declaration of Default and Demand for Sale, and a written Notice of Default and Election to Sell. The
undersigned caused said Notice of Default and Election to Sell to be recorded in the county where the
real property is located and more than three months have elapsed since such recordation.
DATE: 12/06/00
SIERRA NEVADA RECONVEYANCE, INC.
as Trustee
P.O. BOX 3255
YUBA CITY, CA 95992
Telephone Number: (5 3 0) 673-6943
STEPHANIE WOLFE, TRUSTEE SALE OFFICER
Page 2 of 2 (CANOSAI B)
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