HomeMy WebLinkAbout069-140-046A. P.
FRED WILSON' 61?-
.526 Silverleaf Dr., Lot 76, Orovillle
Permit 2670-73P
.,
. ,-
utilities for mob e-'fiome)y ..
A.P.
FRED WILSON
526--Silverleaf Dr.'; " Oirovll
CONTR: Acro -Lome, Oroville--
Permit 3506-73B (relocate ex.awning &
erect awning,deck & screened encl.
A .
FRED WILSON 3 � (,:, 7
526 Silverleaf fD Lot 76, K.R.
CONTR: Acro-Lume, Oro.
Permit
.418-74B (awning additiorr�I
.-P.
F ILSON
526 Silver of
-CONTR: - ume, Oro., o.
it 2282-74B (kreest ca -or -
zo
contr: Acro=Lume, Orovill"
Permit #4608-77B(new awni g�MH)y/��
069-140-046 02-294
THOMPSON, LONNIE
SSILVERLEAF DR., OROVI ,
CONT: CHICO MHS
EX MH PERM FND EX SITE
0
1
C.fli cr) I .- d"
NOTES RESIDENTIAL
069-140-046 02-2949
PERMIT NO. — THOMPSON, LONNIE -
5 63ILVERLEAF DR., OROVILLE
I CONT: CHICO MHS 4
EX MH PERM FND EX SITE I
THE HCD FORM 433A FOR THIS MH CANNOT BE
:RECORDED UNTIL ONE OF THE FOLLOWING HAS
BEEN TURNED IN TO THE BUILDING DIVISION:
I (1) LICENSE PLATE(S) OR DECAL (THE
INSPECTOR MUST RETREIVE).
(2) STATEMENT OF FACTS (ONLY ON
a . NEW MH'S).
a1�ISPECTOR TO VERIFY SERIAL & LABEL #'S.
II SPECIAL CONDITIONS
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
CHECKED
BY
JOB FINALED (Date)
Signature
J=OK'
0 = Not OK
NotReady °1e
MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
Footings; Soils -Size -Depth -Spacing -Connectors -Steel
1. Zoning Requirements -Setbacks -Easements
Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails
2. Soils; Special MH Support Sketch
5.
3. Sewer; Location -Test -Fall -C/0 -Concrete
6.
4. Water; Location -Test -Easement Needed (Sketch)
7.
5. • Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
8.
6. Gas; Location -Test -Wrap;-/ /" L 'ft.
/ P Nat. or / /" L "ft./ P LPG
9.
7. Well Clearance & Disconnect
10.
8. Utility Clearance
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
MOBILE HOME INSTALLATION (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
Date
2. Footings; Size -Spacing -Marriage Line
Date
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/0 to Grade -HD Approval
8. Gas and Electricity Tagged
9. Tie Downs -Type -Installation Cert.
10. Exits; Insp.-Sketch
11. Cert. of Occupancy
Date
Card -B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
PERMANENT END SYSTEM (ONLY)
1. Zoning Requirements -Setbacks -Easements
2. Footings; Size -Spacing -Marriage Line
3. Blocking
4. Gas; MH Test -Demand -Valve
5. Electricity; MH Test
6. Water; MH Test
7. Water and Sewer Connected
8. Gas and Electricity Tagged
9. Exits
10. License Decals
11. Verify #'s with Office
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
23 z/ be,_ K X,!5-
f
2
7
MISCELLANEOUS
Date 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- Panelboards-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
5.
Stemwalls, Main; Steel-Blockouts-Wrapped
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/0 -Sewer Test
10.
UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test
58.
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
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
Card B-1 Date Card B-1
Date
PLUMBING (Permit) OK except #'s
65.
17.
Water Htr.; Vent -Access -Combustion Air Baffle
66.
18.
Water Pipe; Test & Anchor -Nail Protection
67.
19.
D.W.V.; Test Fittings & Anchor -Nail Protection
68.
20.
Shower Pan; Test, First Floor -Tub Access
69.
21.
Test Tub & Shower, Second Floor -Tub Access
70.
22. Gas Pipe; Sixe & Anchors
23.
Fire Sprinkler; Test
72. Elec. Outlets at Wood Panel, Int. & Ext.
73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance
Date
74.
Card B-1 Date Card B-1
Date
75. Garage Fire Door; Swing -Landing -Closure
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 Conductors Stapled
Elec. Receptacles in Garage (F.F.I.)-Romex Protection
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 Al
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
33.
Equip. Clearances Panels-Motors-Mech. Equip.
t
34.
Clothes Closet Light -Shower Light -Spa Light
35.
Smoke Detector
88.
Exterior Elec. Trim, G.F.I. Receptacle -Underground
Date
89.
Card B-1 Date Card B-1
Date
90.
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
95.
39.
Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet
96.
40.
Attic Access & Platform if Furnace in Attic
Date
Card B-1 Date Card B-1
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Card B-1 Date Card B-1
Date
FRAMING (Permit) OK except #'s
Comments at Final:
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 O Yes
83.
Following Instld./Drive 0 Yes O NoMalks O Yes 0 No/Planters 0 Yes 0 No
84.
Stucco Brown -Finish
85.
A.C. Unit Disconnect, Electrical -Plumbing
t
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
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive - Oroville, CA • (530) 538-7541
CORRECTION NOTICE
OWNER PERMIT N0.
A routine inspect on indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact tYis office immediately. `
Date �� - �/� 2--- Inspector_"'
REV 10/92 ✓
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (53g) 538-75-41��
(Rev. APPLICATION ANDPERMIT�,N��J i 0 7z
ASSESSOR PARCEL NUMBER
069-140-046
ZONING
BUILDING PERMIT
OWNER
TELEPHONE
SO, Fr, OCC. BUILDING VAALUATION
L1
/ 7100.00
.OWNERS DD SSS
MAILING A
CONTRA NACMI
171 r_
7 TELEPHONE
CONTdAO MUMIRESS
411GE), GA 95927
CONSTR i10 CEN
LENDER'S MAILING ADCRESS
Fireplace
Total Valuation $
ARCHITECT OR ENGINEER
LICENSE N0.
Filing Fee $
20.00
Permit Fee 540.50/2 $
270.25
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $
23.00
BUILDING AD DRESS _
Energy Plan Checking Fee $
PERMIT FEE $
313.25
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Fling Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ 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 ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: EX IH PERK) FM EX SITE
Gas piping stem 1 - 5 outlets
15.00 15.07
Building sewer
15.00
Mobile Home ISI GI W
@20.00
PERMIT FEE $
50.00
ELECTRICAL PERMIT
Fling Fee 20.00
OOOV OR LIE
Main Service 20.AO.LEN
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 iW ful f / nd effect. t�Q
Class ` Lic. No.
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
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'
compensa-ion, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Policy Nunber
(ThpAbove sections need not be completed if the permit is for work of a valuation
,Olone 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'
compensaton laws of California, and agree that if I should become subject to the
compensation provisions of section 3700 of the Labor Code, I shall
fo hwith amply with those provisio S.
Date �� - Z ®�
ILa - ❑ Owner Contractor ❑ Agent
t is required for excavations over 60" deep and demolition or construction
Msructurtover:3stories in height.
Main Service zoOA TO IOooA 46.00
NEW CONST. DWELLING OCCUP. SO
OR ADDNS. a ACC. BLDS. 3.50FT.
NEW CONST. MULTI -OUTLET
NON•RESID. @7.50
POWER APPARATUS
SINGLE
20 @ 1.00
OUTLET OR FIXTURES
Ex. Occup.BAL o .so
PPUVS.
Ex. Occup.ouTLErsFUCED ARESID. OER A 1 5.00
Temporary Service
23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PRE—INSPECTION
PERMIT FEE $
MECHANICAL PERMIT Filing Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEt $
Mobile Home Installation Fee is
Energy Inspection Fee Is
Occ
CONST. TYPE
TOTAL FEE $ 363.25
HAZ.
__
D. FEES IMP
____ --
FLOOD
----
CDF
--
PARCEL
----
PD
—
HD
--
ISSUE
X
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
B �—
y [ /
PERMIT EXPIRES ON �1717o
ate
Receipt o.
WHITE-D.D.S.-B. D. CANA -A E R PINK -INSPECTOR GOLDENROD -APPLICANT
_ n� !. , 7aJ ��� wyp►o�'�t,�}yP+r+,�`*-�rar,�w4�wwntn..--'..v-n..�:_.y�ytp4,�i+.,�w�+,+�3 �R�'�:'' F:M�L �w s., ,,
COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERV,10E BUILDIVDIVISION
7 County Center Drive,, Orovil le, CA 95965 Phone (530)538-7541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET
OWNER: �l ASSESSOR PARCEL NUMBER q
Proposed Building Use: / Counter Technician Y �. Date:
Items required in order to apply for a permit. All boxes MUST be checked�2R marked NA in order to apply.
r
Plot phis, 3 or 4 sets, signedty the preparer of the'plans. ,r
2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. f
ngineered-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 instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or
foundation plans, all in duplicate.
❑ T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate.
(D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer.
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
Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................
❑ 9. Plot 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. Other.
:.Remaining items needed to issue the permit. (May require additional plan review -upon receipt of the followinj items.)
❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet
❑ '15. Statement of Intent for Non -heated and A/C Buildings .............................................
❑ 16. Sanitation and plot plan approval from the Environmental Health Department in
❑ 17. City of Chico Plumbing permit.........................................................................
❑ 18. Califomia Department of Forestry plan approval ❑ paid. Sent. by: ......................
❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: _ . _ ._. _ • _ _ . _
❑ 20, Contact Land Development about ❑ Improvements, ❑ Drainage ...............................
❑ 2,f. Encroachment Permi for a om the Public Works Dept. (construction approval prior to occupancy).
9'Pre-In_pection for required ................
23. Contra:tor's license in ormation. (Number, Name Style, Classification) ......................
❑ 24. Worke-'s Compensation Carrier and Policy Number ..............:..............................
❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) .....................
❑ 26. Letter of Signature authorization....................................................................
❑ 27. Recorded copy of Agricultural Acknowledgment Statement ....................................
❑ 28. Manufactured home utility clearance..............................................................
❑ 29.bistiggviolati s nd/or expired permits......... .......:..................................❑ 30.ant Deed. Title/Statement of Facts, Letter from Legal Owner, eck to H.C.D. $ l/
❑ 31. Other.
When issued Telephone and hold for pickup.
I have been i of—M-610-of the above items and requirements for obtaining a building permit.
Applicant: —� Date: /0
1. Index perrTI appl'cation for the above items numbered: Plan Check Letter
2. Additional items/required
Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ • mail, ❑ counter, by Date:
,Contractor, designer, owner, was advised of the aboa ata by ❑ phone, ❑ mail, ❑ counter, by Date:
Plans reviewed by: Date: 11 1 Plans approved by: Date: 1 1 1
Structural reviewed by: Date: ,Structural approved by: Date:
Note transfer by: Date:
Yellow: Buildine Division
PRE -INSPECTION REPORT
OWNER DATE: A0 ��f
6a
LOCATION:-S",Ijdj4�AP.
CONTRACTOR: ZONING:
PRE-INSPETION FOR:7q
DATE TO INSPECTOR:Ao/�tOPERMIT HISTORY:( ) NONE ( ) AS FOLLOWS:
i
BUILDIMG JNSPSCTOR'S REPORT
Building Description:
Cogmsercial/Usaga:
Residential/# of Units:
Currently Occupied
AbandonedNacant
Electric:
Yes a No Electric cuiresitly On Off
Condition of Electric
Gas:
Nai" Propane None Currently On Off
Obvious Problems:
Sanitation:,
Plumbing Working
Well Working Potable Water
Obvious SewapProblems _
Comments:
ACTION RECOMMENDED: ISSUE: HOLD FOR
Inspector. 4—
DateZ.
Sketch buildings on reverse and indicate location on propert
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
I Rev.
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541
12 /96)
APPLICATION AND PERMIT PERMIT N
A:SESSOR PARC 1NUMBEg41K,_ ZONING BUILDING PERMIT
CONSTRUCTION LENDER
LENDER S MAILING ADDRESS
.ARCHITECT OR ENGINEER
ARCNRECT OR ENGINEERS A
BUILDING ADDRESS
ADDRESS
LOTNO. I SUBDNIsIONS NAME
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other
SPECIFY
TV DC AC WnnV
*PEPAIT FEE PAlb
SRA
SHERIFF
OTHER
AMOUNT RECEIVEb
TO Pir sNTO COMER
Fireplace I
Total Valuatlon $
rum Fee $
Permit Fee $
Plan Checking Fee $
Energy Plan Checking Fee $
$
PERMIT FEE S
PLUMBING PERMIT
Each Trap
Solar or heat pump water heater
Water piping
Each gas water heater or vent
Gas piping system 1 -5 outlets
Building sewer
Mobile Home I S I G W
PERMIT FEE
ELECTRICAL PERMIT
OV
Main Service ( ODA OR LESS `
200OR LESS I
Main Service i 200A70 1000A 1
20.00
•fling Fee 20.00
7.00
23.00
15.001
15.00
15.00 e
15.00
@20.001
Filing Fee
23.00
46.00
3.5CT
@7.50
20.00
Ex. Occup.
Es
OUTLET�--
200 1.00
BAL .SO
EX. Occup.
LMEDR
TLETA
I 5.00
Temporary
Service
1 23.00
Mobile Home Facilities
1 20.00
sk. irin
23.00;
PERMIT FEE _
MECHANICAL PERMIT Fling Fee 20.00
Heating
Coolina
6.50
Ve
PERMIT FEI $
Mobile Home Installation Fee $
Energy Inspection Fee $
OCC �_T• TYPE TOTAL FEE $
HA2. 10. FEES I IMP I FLOOD I CDF I PARCEL •PO I HD ; ISSUE
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
By
ReceiptNo. PERMIT EXPIRES ON
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
Date
FRED WILSON
526 Silverleaf Dr.2 Lot 76., Oroville
Permit 2670-73P,E
-'te �h
(utilities for mob L omme
FRED WILSON
526 Silverleaf Dr.
Orovill
CONTR: Acro -Lome, Oroville
Permit 3506-73B (relocate e'.awning &
erect awning deck & screened en
7-
A
34 6j
FRED WILSON
526 Silverleaf D Lot 76, K.R.
CONTR: Acro-Lume,• Oro.
Permit 418-74B (awning addition
-�4
.P
.1 F ILSON
1526 TR:
1 ot
ICONTR: - ume, Oro., 0.
it 2282-74B (freest ca or
contr: Aqro=Lume, Orovill
'77
Permit #4608-77B(new awni g
L
m
0
VECTOR -DYNAMICS
FOUNDATION SYSTEM
WIND ZONE 1 & 2
INSTALLATION INSTRUCTIONS
For the State of California
INDEX
SECTION
INTRODUCTION
PIER HEIGHTS
GENERAL INSTALLATION
,SETUP INSTRUCTIONS
METAL PIER & V -DRIVE
PARTS LIST
CONCRETE INSTALLATION
SCHEMATICS
PAGE
NUMBER
3
4
5&5a
6
7, 7A,7B&7C
8819
'WIND ZONE I - SINGLE SECTION
WIND ZONE II
- SINGLE V -DRIVE
- METAL PIER
- DOUBLE SECTION
- TRIPLE SECTION
- SINGLE SECTION
- DOUBLE SECTION
- TRIPLE SECTION
SOIL CLASSIFICATION
10
11
12
13
14
15
16
17
in
COMPONENT PARTS AVAILABLE UPON REQUEST
Foundation
/ •
COUNTY
E +s'.
Release Date 8/13/2001
Engineer Approval
Li
(c� t
�. 2607Q � 1 b 2D
OF CFLIF� /
F
APPROVED
SUBJECT TO CORRECTIONS NOTED
APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY
OMISSIONS OR DEVIATION FROM REQUIREMENTS OF
APPLICABLE STATE LAWS AND REGULATIONS
State of California
Department of Housing and Community Development
( tOF COD/ESAND STANDARDS
`'/ D4 �
gnaturyQ
SPA NO. r 7 n
[-For Further Information
TIE DOWN ENGINEERING
5901 Wheaton Drive
Atlanta, GA 30336
404-344-0000
FAX 404-349-0401 r
www.tiedown.com
Tie Down Engineering, Inc:
VECTOR DYNAMICS INSTALLATION INSTRUCTIONS
Introduction
These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional,
installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation
Video.
The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II &
III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec-
tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & II), are available through local distributors of Vector Dynamics or directly from
Tie Down Engineering.
General
The Vector Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal
Manufactured Home Construction and Safety Standards in Wind Zones I & II when the system is used as described in these instructions. See manufac-
tures Home Installation Manual for other pier & anchoring requirements. The following characteristics apply to both single and multi section homes:
• Main rail minimum spacing of 86 inches or greater. '
• Nominal 8 foot or less top plate height at side walls.
• Main rail depth of 12 inches or less.
• Maximum roof slope of 20 degrees (4.4 in. in 12 in.)
• Maximum pier height under main rail of 56 inches (see page 3).
WIND ZONE
• Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home.
• Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home.
• Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home.
WIND ZONE II
• Maximum single section home width is 15 ft. including eaves, maximum eave width is 6" per side.
• Maximum single section -home width of 16 ft. including eaves must use two additional vertical ties/
anchorststabilizer plates (one per side) as listed in the charts on page 15.
• Maximum double section home width including eaves 32 ft., maximum 12" eaves per side
• Maximum triple section home width including eaves 48 ft., maximum 12" eaves per side
The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic
pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector system shall be located and constructed in accordance with
the home installation instructions and/or state standards.
To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections or on homes requiring pier heights greater than
56 inches which are not included in these instructions, contact Tie Down Engineering, Inc. at 800-241-1806.
The Vector Dynamics Foundation Systems may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). See
page 3. Note that a ground anchor is used at each Vector system location in Wind Zones II & III. The use of interlocked double stacks of concrete blocks
may be required by the home manufacturer or the state. Check with the most recent regulations in California.
The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes. Exposure "D" homes are homes located 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 include shear walls, mar-
riage line ridge beam support posts, end frame ties and rim plates. The term end frame ties refers to the longitudinal ties that are attached to a home to
resist wind load on the end walls. If longitudinal ties are required by the home installation instructions or other state standards, these longitudinal ties must
be installed and connected to anchors that are independent of other ties and anchors. See separate instructions for the use of Vector Dynamics with Tie
Down's Longitudinal Stabilization Device. The term rim plates refers to the factory brackets fastened onto the perimeter joist or specified as a location for
vertical ties.
Page 2 California 8/2001
56 i
ma
Maximum Pier Height Wind Zones I & II only Figure 7
The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches
under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location.
in Wind Zone II, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers
must be constructed in accordance with the manufacturer's installation instructions and/or state requirements.
The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check
with the most recent regulations in your state.
56 ii
ma)
r►yu►c c
Unequal Pier Heights ( Wind Zones I & II only)
5 in.
iax.
Vector Dyna.-nics may be used on homes with unequal pier heights of 56" or less under one or both main rails.
The difference between the taller pier and the shorter pier, cannot exceed 26". Note that a ground anchor must be
used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location
exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber
compression members are permitted on unequal pier heights using the Vector system. Piers must be constructed
in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked
double stacks of concrete blocks may be required by the home manufacturer or state. Check with t st recent
q, o
regulations in your state. NEI:AN,
Page 3 California 8/2001
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
flowing beneath the home. See manufacturer's home installation manual and state requirements for grading
and other site preparation.
FOOTINGS AND FROST LINES
The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose
vegetation. In areas where frost line/poured footers are required, the Vector system for concrete is used. See
pages 8 S 9.
FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS
Vector Pads must be used in place of conventional foundation pads for each Vector foundation system. Each
(set of) Vector Pad(s) provides two or three square feet of pier bearing support. Vector Systems should be
spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end
of the home. For pier locations in between the Vector Systems, use the foundation pads normally recommended
by the home manufacturer and/or state requirements. Pier heights in excess of 24 inches or when unequal must
follow instructions printed on page 3 of these instructions. Nominal 3-1/2 inch or 4 inch Schedule 40 PVC pipe
or TDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level
ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva-
nized steel compression strut, #59043, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt
and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and
the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the
vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust-
ment bolt is installed through the two square steel compression struts to lock them in place. Foundation pad size
and pier spacing must be consistent with home manufacturers' instructions and/or state requirements.
LUMBER/MOISTURE - TERMITE SHIELD
To cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, when using con-
crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL
PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC
pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber
as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281
must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter
bracket is used on top of the pipe and under the Inside Tie Bracket. In certain regions the optional Moisture
Termite Shield may be required between the lumber and ground.
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 TENSION
All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight-
ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined
as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight-
ening
ightening of the straps is not required, straps should be checked after any strong wind conditions, just as conven-
tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation
system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con-
nectors wit. -i welds.
c
0
Page 4 California 8/2001
Set -Up Instructions for the
Vector Dynamics Foundation System
#59007 (Kit #59007 is interchangeable with Kit #59018)
_ 1. SET VECTOR FOUNDATION PADSLon9 short
Clear all loose vegetation from the immediate Uhboii u -bolt u -bolt
area where your Vector foundation pads will / \
rest. Press or hammer pads into the ground.
Tip: Place a 3/8" nut on each U -bolt to keep it
u in place while you position the Vector pads.
wl�
\
2. SET BLOCKS (OR PIERS) ON \\
VECTOR FOUNDATION PADS
Center the foundation blocks over
the Vector ;cads. Place the pre-cut
4x4, 2x4's (side by side), Schedule
40 PVC (wFVC adapter plate, part
#59281) or 1 adjustable TDE steel
compression member, (part
#59043) tightly between the blocks,
with ends resting on the Vector
pads,. and centered on each
U -bolt.
3. OUTSIDE TENSION BRACKETS
Attach an Outside Tension Bracket
to the U -bolts on the outside of the
foundation blocks and Vector pads.
Place one of the short 6"- 2x4's
between the bracket and Vector
pad. Adjust the short 2x4 so that it
pushes against the foundation
blocks, removing any space
between the piers and center
compression section. Tighten the
3/8" bolts.
2 square foot
pad placement
or (1) 3 square
foot pad
4. INSIDE BRACKETS AND
STRAPS
Attach the Inside Tie Brackets to the
U -bolts over the pre-cut boards or
PVC. Attach a strap with hook to
each inside tie bracket. Tighten
bracket. When using looped strap and
a crimp seal, in place of the hook,
place a 3" long section of strap,
folded in half and inserted between
the strap and inside tie bracket. Place
other end of strap over the opposite (-
beam and continue down to outside
of the ' foundation blocks. Attach the
strap to the Outside Tension brackets
using the slotted bolt and nut
provided. Wind strap a minimum of
five times around the bolt. Continue
tightening the slotted bolt until all
slack has been removed and the
strap is tight.
5. SET ANCHORS
'Refer to section home drawings for anchor installation information. Stabilizer plates are required for
diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is
:fight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 3
only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement. �.
Page 5 California 8/2001
Set -Up Instructions for
Vector System #59018
(Kit #59018 is interchangeable with Kit #59007)
Long U-8
1. Set Vector Pads
Clear all vegetation 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.
4. Inside brackets & straps
Attach the inside tie brackets to the U -bolts over
the compression member. Attach a strap
w/hook or swivel strap w/nut/washer & bolt
(washers are required). Place other end of the
strap over opposite I-beam & down to outside
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.
Page 5a
eo
California 8/2001
Vector Dynamics*
Metal Pig
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, so that the
board(s) overhangs the Vector pads on each side by about 2'. 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 installations.
Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing
must be consistent with home manufacturers' installation instructions and/or state requirements.
When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 44 per Vector system) for the center compression section, by measuring center to
center frame distance and adding 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE
TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber
when using metal pier stands.
V -Drive System Installation:
for rocky soil conditions
V Drive anchors are used only with
Zone 1, single section homes.
Soil Class 1,2,& 3.
V -Drive anchor, are used only in Wind Zone I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style
anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended.
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 diEcarded. 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 oo 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 he ttach a strap
with hook, bucHe or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten inch e O e anchor
head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight.
Page 6 California 8/2001
Vector Dynamics
Foundation Systems
Component Parts List
b
�:ect.,or
f i �: •�
Vector System 2000
Kit # 59018
Single piece pads with straps
and slotted bolts
Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732
----------------------------------------------------------------------------------------------------------------
Vector System
_ s _ Kit # 59007
Part #'s included: 59275, 59282, 59276, 83044z & 10999
o-o"e. .ft o
m
0
Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232
Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279
Page 7
Concrete Vector System
Kit # 59008
(for single stack blocks)
Concrete Vector System
Kit # 59006
(for double stack blocks)
c
e
California 8/2001
Vector Dynamics
Foundation Systems Component Parts List
o
Part #'s included: 59281, 59288,10925, 59232 & 83044z
Vector 2000 3 Sq. Ft. Pad
Part # 59271
1 required with 59026 Longitudinal System
2 required with 59024 Lateral System
Vector Lateral Hardware Kit
Kit # 59024
(for use with 59271)
—•--•—•---------------------------------------------------------
V-Drive
•—•—•—•—•—•—•—V Drive Anchor Kit
Kit # 59287 (for use with Kit#59007 only)
0
Part #'s included: 59269, 59113, 59282 & 10999
Adjustable Steel
Compression Strut"r
P/N 59043`x=
Or
these products available
at your local hardware store
tess��e ��ea�edl
y a lP
, ela
Rpt
I Zea•ZX AOQ�CQ�Qe
A° Screa��e .
A. Schedule 40 PVC pipe: 3-1/2" or 4" nominal
schedule 40 polyvinyl chloride pipe or conduit made
from type 1, grade 1, with cell classification 12454
as defined in ASTM D1784. Compound dimensions
and tolerances in accordance to the requirements of
ASTM D1785D. Color can be gray or white. Outside
diameter is 4 inches.
B. Ground Contact Rated Wood: No. 2 yellow pine or
equivalent, pressure treated to AWPACI-1990 mini-
mum, stamped "Ground Contact Rated" on wood or on
label attached to the wood when purchased.
0
Page 7A California 8/2001
h
Vector Dynamics Individual Component Parts Detail
e
e
Vector Dynamics Single Block Pad
Part # 59275 -1 Sq. Ft. 12 gauge, used in pairs
16-3/16" X 9"x 2-9/16"
Vector Dynamics 2000 Single Block Pad
Part # 59310 2 Sq. Ft. 12 gauge
18.719" x 15.625" x 3"
Vector Dynamics Single Stack Concrete Pad
Part # 59277 12 gauge
17-1/4" x 11" x 5-5/16"
Vector Dynamics Double Stack Concrete Pad
Part # 59273 12 gauge
18.75" x 18.625"x 5.188"
Vector 2000 3 Sq. Ft. Pad
Part # 59271 -12 gauge
22.5"x19.418"x3"
Dynamics Tension Link '`t
Vector D
Y Slotted Bolt
Part # 59282 `•s�i'�
Part # 59135
6.25"x2.52"x3" - 3"x5/8"
Vector 2000 Tension Link ® e Long U -Bolt w/Nuts &Washers
Part # 59288Part # 83044Z
2.125" x 2.375" x 2.06" 3/8" x 4" (16 Threads Per Inch)
Concrete Wedge Anchor ® ® Short U -Bolt w/Nuts & Washers
Part # 10530 Part # 10999
3/8" X 0 30 3/8" x 3" (16 Threads Per Inch)
Page 713
California
Protecto-Strap Carriage Bolt w/Nut & Washer
a Part #59276 p Part # 10925
a
6.3" x 3.3" x 7/8" e 1/2" X 2-1/2"
Strap Protectors
Part # 59232
PVC Adaptor
Part # 59281
7.25" x 4/56" x 1.42"
Tie Down Marked &
Certified G120
Strap w/Swivel Connector
Part # Length
59732 12'
59734 14'
o 59736 16'
0
Earth Anchors
' o
30" x 3/4" with 2-4" helix
Black Paint: Part #59095
Galvanized: Part #59079
V Drive Head
Part#59269
Drive Rods
e ® Part #59113
e
as ProtectaStrap
o Part # 59279
6.3" x 3.9" x 7/8"
® Carriage Bolt w/Nut & Washer
Part # 10624
3/8"-16 x 4.5"
Tie Down Marked &
Certified G60 Galvanized Strapping
Model
Part #
Length
MS35
59150
35'
MS37
59155
37'.
MS42
59160
42'
MS60
59165
60'
MS600
59170
600'
Frame Tie w/Hook
8 ft. P/N 59195
10 ft. P/N 59210
12 ft. P/N 59211
Longer Lengths Available
0 ..
r ,
Earth Anchor Stabilizer
12" wide
�. Black Paint: Part #59292
Galvanized: Part #59294
x'
Page 7C
California
TIE
DC WN
EfJGINEE=FNG
Vector Dynamics System
for Concrete Applications
Instructions for Vector Kit #59008 (for single stack blocks)
or Vector Kit #5906 (for single or double stack blocks)
Page 1 of 2
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" x 24" x 4"(for part
#59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers
must be below the frost line or a minimum of 4" below finished grade whichever is
greater. Concrete must be a minimum of 2500 PSI and 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 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 3/8" diameter holes on each side into the concrete
using the holes in the Vector pad as a guide. Drill the 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
Vector pad
for
'
concrete
Concrete
footer
Page 8
Wood Cap
and wedge
Outside
Tension
Bracket
Wed
Bolt �'
California 8/2001
Vector Dynamics System
for Concrete Applications
Instructions for Vector Kit #59008 (for single stack blocks)
or Vector Kit #59006 (for single or double stack blocks)
Page 2 of 2
9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors provided. 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 u -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.
16. Wedge the pier set at this time.
17. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside
tension bracket and Vector pad to the concrete.
18. 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 Two
Inside
Tie Bracket
Cornpression
boards
U -bolt Page 9
Vector pad
for
concrete
Concrete
f er
California /2001
WIND ZONE I
I \
Vector Dynamics Systems Required
y
for Single Section Homes
(Materials Hequired) -_ """ a
'♦ - ' - hof" s
e \
I
1e SeCtio 0 syste eat
" - - - l; a 2 fa sP %ginme°nsta\\a�%oc'LOfn
I
_ - - ExamPshoW s mist be tO �°
k1 strait Pa°�n9
ds - _ -
I
n WIND ZONE I
o (not to scale)
3
N�
400
N� \
0 2 sq. ft. pad
J '
...-.-. ----..-.-.-... ........-...- ....-..-...... ..... ...................
instructions and/or state requirements.
Maximum allowable working drag load for the
Vector System with the steel compression strut is
Soil Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report.
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required': 30" with 4" helix anchor (59095,12" stabilizer plates (55292),
1-1/4" frame ties w/4725 lbs. min. breaking strength.
Home Length
Vector Systems
Required
Anchors Required
Per Side "
0 to 72'
3
2
73 to 90
4
3
• Anchor and stabilizer plate combination
Each Vector Foundation System requires
>6 One Vector Kit, 2 slotted bolts
V 2 ea. 1-1/4 in. ties, length will vary with pier height
(4725 Ib. min. break),
V 1 ea. 4 x 4 pressure treated wood
compression member
V or 2 ea. 2 x 4 pressure treated wood
compression member
Y or 1 ea. 3-1/2" or 4 nominal SCH 40 PVC
pipe compression member
V or 1 TDE adjustable steel strut
c
O
N
O
O
V -Drive anchors
are used only in
WIND ZONE I
(not to scale)
sq. ft. pad/
NOTE: Vector Systems should be spaced as evenly as
Anchors Required
Is practicable along the length of the home. Pier spacing
must be consistent with home manufacturers' instaladon
WIND ZONE I
Instructions and/or state requirements.
0 to 72'
Maximum allowable working drag load
3
for the Vector System with the steel
Vector Dynarr-iics SysLer i is Required-
Soil Classifications:
2, 3, the K2 Engineering test report.
Soil Bearing Capacity:
1,000 PSF minimum
Anchors Required':
"V" Drive Anchor, Part Number 59269
Single Section Homes
_-
-
V
When using "" Dri" Anchors
v`
1
Di Icult Soil Conditions
- - - - _
Sectio nor
°y5 esal g�tdelir`e5'
a9�n9 for s aUatto� man
arnPie Ws 98" tbeP omen
t to h
1
a
'
ads
, � ♦\ `� _ —' i��y
��
,yah. "—_
�;
34
c
O
N
O
O
V -Drive anchors
are used only in
WIND ZONE I
(not to scale)
sq. ft. pad/
Home Length
NOTE: Vector Systems should be spaced as evenly as
Anchors Required
Is practicable along the length of the home. Pier spacing
must be consistent with home manufacturers' instaladon
Per Side"
Instructions and/or state requirements.
0 to 72'
Maximum allowable working drag load
3
for the Vector System with the steel
compression strut Is 3,150 pounds per
Soil Classifications:
2, 3, the K2 Engineering test report.
Soil Bearing Capacity:
1,000 PSF minimum
Anchors Required':
"V" Drive Anchor, Part Number 59269
4
1-1/4" frame ties w/4725 lbs. min. breaking strength.
V
When using "" Dri" Anchors
Home Length
Vector Systems
Anchors Required
requires
Foundation" eAncors, 4 slotted bolls
Eoeector 5ystern
V
Required
Per Side"
.
• 2 ea. 1-1/4 in. tie, length will vary with pier height
(4725 Ib. min. break),
• 1 ea. 4 x 4 pressure treated wood compression member
0 to 72'
3
3
• or 2 ea. 2 x 4 pressure treated wood.
compression member
73' to 90'
4
4
• or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression
member (center compression member only)
• or 1 TDE adjustable steel strut
• "V" Drive Anchor, Part Number 59269 •2 ea. 2x4 pressure treated wood for
"V" Drive Anchor connection.
Note: PVC pipe cannot be substituted for wood on the
"V" Drive Anchor connections.
riE
DOWN
oa"mamc
N
(Q
CD
N
n
w
0
AV
00
N
0
Metal Pier Sets
1
ZONE I
Vector Dynamics Systems Required
for Single Section Homes Up to 72 ft." _
(Materials Required) _ - _ , - _ " _ home ms. de;;yes'-
- Sect�0 <oc syste��ak go
of a 72 (a SPaoome°Os a11at;oo ma
s � 1
(�XamPshOWs 9e\,st be to h
I
11Wsttat, d sPa���9
�adation pads an
Fo
I � _
34 K,tn
� I
Vecm, Pier S.
..,1..- I---
Soil Classifications: 2, 3, 4A, & 4B
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required: 3/4" x 30" -with 4" helix anchor (59095)
12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties
Materials: Each Vector Foundation System requires
one Vector Kit, 2 slotted bolts
2 ea. 1-1/4 x 12 ft. ties (4725 Ib. min. break)
1 ea. 4 x 4 wood compression member
or 2 ea. 2 x 4 wood compression member
Home Length
Vector Systems
Required
Anchors Required
Per Side '
0 to 72'
3
2
73' to 90'
4
3
Ancnor anu SCaui zut pidtt7 tunlull wuvll
NOTE: Vector Systems should be
spaced as evenly as is practicable
along the length of the home.
TIE
DOWN
CNGIN(CRING
WIND ZONE I - - - _
ome \nes.
Vector Dynamics Systems Required '' " b`e se % ti c�sIste � 9Utde�_ _ fme
or Double Section Homes ' ' `- ' ' f a �2 it SP aleing 10, ta\ta�to�,
(Materials Required -''' Xamp\e o s gen �be <o:°
t%is rat% d sPac`n9 �'u
at%on Pads a� "
00111
N
t4di p.p• �, � �' � �
W
Maximum allowable working drag load _ t
for the Vector System with the steel ' - a NOTE: Vector Systems should be aced as even) as
compression strut Is 3,150 pounds per Y spaced Y
the K2 Engineering test report. a' is practicable along the length of the home. Pier spacing
must be consistent with hone manufactlrers' installation
instructions andfor state requirements.
v WIND ZONE I
(not to scale)
O
W,
00 r•j;--
N
C) �2 sq. ft.
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
0to48'
2
48' to 71'
3
72' to 89'
4
Each Vector Foundation System requires
• one Vector Kit, 2 slotted bolts
• 2 ea. 1-1/4 In. ties, length will vary with pier height
(4725 Ib. min. break),
• 1 ea. 4 x 4 pressure treated wood
compression member
• or 2 ea. 2 x 4 pressure treated wood
compression member
• or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC
pipe compression member
• or 1 TDE adjustable steel strut
WIND ZONE 1
Maximum allowable working drag load
NOTE: Shear wall, ridge beam support posts & for the Vector System with the Steel
marriage wall straps & anchors may be required by compression strut Is 3,150 pounds per
the home manufacturer. the K2 Engineering test report.
C7 Vector systems should be spaced as evenly as is
p) practicable along the length of the home. A two foot
variance + or - is allowable at each system.Pler
O spacing must be consistent with the home Installation - Materials: Each Vector foundation system requires
3 manual. 2 ea. e 1/4rin.tties (4725 ib. min. break)
1 ea: 4 x 4 wood compression member
or 2 ea. 2 x 4 wood compression member
or 3-1/2" or 4" nominal SCH40 Pipe
compression member or 1 TDE adjustable
steel strut
�2 sq. ft. pa
N
O
O
WIND ZONE 1'-"-
Vector Dynamics Systems Required
_ - - ' - � ' VoD ro"s s�ems•t utdetMas•
" " t �Qy vgCtOr manus 9
\ � ♦
1 \ _
`
for Multi Section Homes
- " a69�t peun9g�natattatlon ' "
m
I
( Materials Required) "
19 9 be to
_ 9s 0pe`%\O-
ash° n must
sPacln9
\
t
-
\ ` �
I ' � \
1\Wstretta
ds an
\ t ♦
oundation go
I
�y
c \
1
Soil Classifications: 2, 3, 4A, & 4B.
Soil Bearing Capacity: 1,000 PSF minimum
\ I
Anchors Required
Home Length
Vector Systems Required
Per Side
\ i,
. e� ,— r� ea'
2 Vector Foundation Systems
0
WIND ZONE 1
Maximum allowable working drag load
NOTE: Shear wall, ridge beam support posts & for the Vector System with the Steel
marriage wall straps & anchors may be required by compression strut Is 3,150 pounds per
the home manufacturer. the K2 Engineering test report.
C7 Vector systems should be spaced as evenly as is
p) practicable along the length of the home. A two foot
variance + or - is allowable at each system.Pler
O spacing must be consistent with the home Installation - Materials: Each Vector foundation system requires
3 manual. 2 ea. e 1/4rin.tties (4725 ib. min. break)
1 ea: 4 x 4 wood compression member
or 2 ea. 2 x 4 wood compression member
or 3-1/2" or 4" nominal SCH40 Pipe
compression member or 1 TDE adjustable
steel strut
�2 sq. ft. pa
N
O
O
WIND ZONE II (Hurricane)
1.
Vector Dynamics Systems Required - 1
for Single Section. Homes_ - - - - - home s. deiin
es• '
(Materials Requirad}; , _ "" ti S-,ngJe `1 \Je kation ma ai-
12 f acing tnata
" - 1e of a enef b o h°me
EXampshows Wiest e _ 1 1
iNestfaU d spacing
n pads
n
a WIND ZONE II
51 (not to scale)
3
N
00
N
O
�2 sq. ft. pad
Home length
Vector Systems
Required
*NOTE: For single section homes
Eaves 6"
or less
3
with eaves that exceed 6 Inches
in Zone 2, two additional frame
4
4
tie anchors with stabilizer plates
49' to 60"
5
(one anchor and one plate per
6
61' to 72'
side) must be Installed in addlton
6
7
to the number of anchors listed
7
7
In the chart below.
85' to 90'
8
Maximum allowable working drag load
9
for the Vector System with the steel •
compression strut Is 3,150 pounds per
Soil Classifications:
2, 3, 4A, & 4B
the K2 Engineering test report.
Soil Bearing Capacity:
1,000 PSF minimum
Anchors Required':
30" with 4" helix anchor (59095),
1-1/4" vertical ties w/4725 lbs. min. breaking strength.
Home length
Vector Systems
Required
Anchors Required
"
Eaves 6"
or less
Eaves over 6"
less than or
equal to 12"
0to48'
4
4
5
49' to 60"
5
5
6
61' to 72'
6
6
7
73" to 84'
7
7
8
85' to 90'
8
8
9
Vector Systems should be spaced as evenly as Is
practicable along the length of the home. Pier spacing
must be consistent with home manufacturers'
Instructions and/or state requirements.
Each Vector Foundation System requires
• One Vector Kit, 2 slotted bolts
• 2 ea. 1-1/4 in. ties, length will vary with pier
height (4725 Ib. min. break).
• 1 ea. 4 x 4 pressure treated wood
compression member
• or 2 ea. 2 x 4 pressure treated wood
compression member
• or 1 ea. 3-1/2" or 4" nominal
SCH 40 PVC pipe compression
membe 1 1
• or 1 TDE adjustable steel Strut
WIND ZONE II --'-"
Vector Dynamics Systems Required _" "" h 5 1 �;�
n ome a er =�.
for Double Section Homes i " , " . " " " 72 �t do ab, 9 f ^s` ec%O manna, 9.-d " " " =
_
(Materials Required) 1e of air �ophofne t"
EXamP Shoals 9 �St be
dation padsa
Foun 1
� `. I`\ '' Rk'4 fid". ` 1 �`♦
1 -VIM
♦ F
4, k
v
O
7
A
00
N
O
O
Maximum allowable working drag load
for the Vector System with the steel
compression strut Is 3,150 pounds per
the K2 Engineering test report,
NOTE:
Vector Systems should be spaced as evenly as is prat
the length of the home. Pier spacing must be conslete
manufacturers' Instructions and/or state requirement)
Soil Classifications: 2, 3, 4A, & 4B
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required': 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 "
0 to 48'
4
4
49' to 60"
5
5
61' to 72'
6
6
73" to 84'
7
7
85' to 90'
8
8
0
Each Vector Foundation System requires
• One Vector Kit, 2 slotted bolts
• 2 ea. 1-1/4 in. ties, length will vary with pier
height (4725 ib. min. break).
• 1 ea. 4 x 4 pressure treated wood
compression member
• or 2 ea. 2 x 4 pressure treated wood
compression member
• or 1 ea. 3-1/2" or 4" nominal,
SCH 40 PVC pipe
compression member
• or 1 TDE adjustable steel Strut
,
I
0
N
O
3
W
C0
N
0
0
— I \
WIND ZONE 2
Vector Dynamics Systems Required
F ` � ��pWs 90 slrbe
3 Section Homes ' ^ Stt mtl
\ ' (111us1�e�1d sPscln9
(Materials -Required)
� — I \ ` � � •� t ';ung '4 � -� \ � I _
A ;
Maximum allowable working drag load
for the Vector System with the steel
compression strut is 3,150 pounds per
the K2 Engineering test report,
WIND ZONE 2
NOTE: Longitudinal stabilization Is required.
Vector systems should be spaced as evenly as is
practicable along the length of the home. Pier spacing
must be consistent with the home installation manual.
sq. ft. pad
Soil Classifications: 2, 3, 4A, & 4B
Soil Bearing Capacity: 1,000 PSF minimum
Home Length
Vector Systems Required
p r Sides Required
Homes up to 48'
4 Vector Foundation Systems
4
Homesover 49'
5 Vector Foundation Systems
5
up to 60'
Homes over 61'
6 Vector Foundation Systems
6
up to 72'
Homes over 73'
7 Vector Foundation Systems
7
up to 84'
Homes over 85'
8 Vector Foundation Systems
8
up to 90'
Materials:
'Anchors Required: 3/4" x 30" anchor (59095),
with vertical straps
Each Vector foundation system requires
One Vector Kit
2 ea. 1-1/4 in, ties (4725 Ib. min. break)
1 ea. 4 x 4 wood compression member
or 2 ea. 2 x 4 wood compression member
or 3-1/2" or 4" nominal SCH40 Pipe
compression member or 1 TDE adjustable
steel strut
VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS
This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified
as Class 4A 413, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class
5 conditions (above 50 in. lbs.), contact Tie Down Engineering.
SOIL CLASSIFICATIONS
Soil Class
Types of Soils
Blow Count (ASTM
Soil Test Probe (1)
D1586)
Torque Value (2)
1
Sound hard rock......
NA
NA
Very dense and/or
40 -up
More than 550 in. lbs.
cemented sands, coarse
2
gravel and cobbles,
preloaded silts, clays,
and corals
Medium -dense coarse
24-39
350-549 in. lbs.
3
sands, sandy gravels, very
stiff silts and clays
4A
Loose to medium dense
14-23
275-349 in. lbs
sands, firm to stiff clays
4B
and silts, alluvian fill
175-275 in. lbs
Peat, organic silts,
0-14
175 in. lbs
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 gage 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
inch lbs. 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.
Information about geographical areas of termite infestations which might require the optional termite
and moisture shield when a wood compression member is used may be obtained from the local
building official or may be found in the 1995 edition of the One and Two Family Dwelling Code.
c
Page 18 California 8/2001
RECORDING REQUESTED BY:
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE CA 95965
COPY of Document Recorded
07 -Nov -2002 2002-0060200
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 properly and shall be deemed to give constructive notice as to its contents
to all persons thereafter dealing with the real property.
LONNIE D. THOMPSON AND MARY A. THOMPSON BUTTE COUNTY BUILDING DIVISION
REAL PROPERTY OSE—a—M—SOR
526 SILVERLEAF DR.
MAII.WG ADDRESS
OROVILLE BUTTE CA 95965
CITY
C
SAME 't ,OUNTY STATE ZIP
INSTALLATION MAILING ADDRESS, IF DIFFERENT
CITY COUNTY STATE
SAMEZIP
UNIT OWNER (if also property owner, write ^SAME^)
SAME
MAB NG ADDRESS .
CIT1 COUNTY STATE
ZIP
UNIT DESCRIPTION
S2321XXU/XX
1966
DATE OF MAA
60X24
REAL PROPERTY LEGAL DESCRR I70N ASSESSOR'S PARCEL NUMBER
SEE�ATTACHED
LOCAL AGENCY ISSUING PERMTr and CERTIFICATE OF OCCUP
7 COUNTY CENTER DRIVE ANCY
MAHMG ADDRESS
OROVILLE, BUTTE, CA 95965
C]TY COUNTY STATE
ZIP
t-2094e9L:: t/t::::8-7541
OFFICIAL DAA
DEALER NAME (if not a dealer sale, write ^NONE-)
NONE
DEALER LICENSE NO.
A.P. # 069-140-046
HCD FORM 433(A) REv. 8/91
WHITE - County Recorder CANARY - HCD PINK - APPlicant GOLDENROD - Building Dept,
PAR -LANE
A153477/8
LEGAL DESCRIPTION
A.P.# 069-146-046
All that certain real property situate in the County of Butte, State of California, described as follows:
LOT 76, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "KELLY RIDGE ESTATES
UNIT ONE WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF
THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 30, 1970, IN
BOOK 38 OF MAPS, AT PAGE(S) 5 THRU 10.
CERTIFICATE OF CORRECTION RECORDED MARCH 17, 1971, IN BOOK 1663 P
624, OFFICIAL RECORDS. , , AGE
f
BUILDING PERMIT NUMBER:02-2949
Address or location of unit: 526 SILVERLEAF DR., OROVILLE, CA. 95965
Legal Description of Real Property: A.P.# 069-140-046
SEE ATTACHED
W Mob ilehome/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.
A
Owner's name: LONNIE D. AND MARY A. THOMPSON
,t
Owner's address: 526 SILVERLEAF DR., OROVILLE, CA. 95965
INSIGNIA OR HUD NUMBER: A153477/8
SERIAL'NUMBER OR V.I.N.: S2
321XXU/XX
MANUFACTURER'S NAME: UNKNOWN
OFFICIAL APPROVING INSTALLATION:
DATE:
PHONE:
H.C.D. 513C
11-6-02
(530) 538-7541
A
t
10/24/02 16:20 FAX 530 877 3443
—�f— — 002
9
Recall 91 Me Re00a®1 of I
IM ViW 70a All Ecrow Cogp&'7y
ONer No. W -16171k-9 Nd
Na 181704AbLoln W. 97'0-36094'- Reo Fee a, 00
VMEW PaDOACED MNL TO: 1 DOC .35.20
Recorded I IAF 2.00
LONNIE 0. THOMPSON 0lfic%%4 Records I Check
MARY A. THOMPSON County of 1
Est LODOenw BCel+de
ANE a J. ruDDs 1
Butte I
OROVILLE, CA 05M Re .Catdeer 1
12437Da 26-BeP-97 1 PURL xx 2
WUL TAX STATEMOM T0: , OOCUMEN rARY TRANWER 7AX 83EA
6 ompmamMoeauemmareWawww -MGM oR
SAAR AS ABOVE QmqxdW a% wn u mom of ycw W 1n v aoeio7%w
�rtiYo rt e,. a rw- .
Tf+w imAnraM�d arm"_=.g.daMa
SOW" Of OKaUWJ Of Apra 00MM"v to - FM" Ursa
GRANT DEE0
o1d`t�o-o�e
FOR A VALUARE CONSW AATKW. nougg of whIM U erelq a***dped.
LV, i1E0FERN find FAY REDFEAN, husband and wile
how QPAM ft1 In
LONNE D, THOMPSON anal NAVY A- THOMPSON, huatrand and wife, as Joint Tenants
a. MW omml ► In tie My of Unw rorporoted Am
ftm d BUTTE Sims of Ca@om1p,
asao+oee r
SE9 ATTACHED LEGAL DESCFUPTWH
Daled bWft-b r 11 1CW y Y
$TOE OF WFORMA 1
CJor �
uMV�
10
caJ
B111TE I `Y'{' t� s• �
a SEPTMER 25. 1997 FAYTWEM
ON= Mo. AN(;ELA D`P•Ih1ic
p.�.yr V�vad L - V - SWEER nd FA" REEUN
WAWA* MOM to M (a crowd a $a an ON bull d W WWWY
rA*04 b W Re WwW Vwv roMol Ww woe to dr
w*kwkwmtsneawwwdond loneova hL%hbv r exemw
dr mm in rWievdai &A= -.d 006W"- end vwt by NOMAD. UAIMOM
eMwt*.w 4movIllanhYrUa dVrpme.NlofUoW4 Issaewrless llerf�ll
wM Odra d M M T4 PrmadU warn -saAW 94 fthU-L
"p" MW ,ad M WItzL �w.r„a.�arFr.,dtam
1
Description: Sutte,'CA Document-Year.Doc/D 9997.36094 Page: 1 of 2 - ---_
Order wen Comment.
10/2842002 11:30 FAX 5303434410 Fidelity National Title 11002/003
4
QCT -25-2602 15:30 HCD/HDQTRS/SPCTO 916 323 9246 P.62/22
TRaNSaoRTAT10N AND HG Gn1CV
STAT1; OF CAIIFCRNIA'BUSINESS, —E„��,..�-,,�; r� —. —.. ,—.-- _= �, 'ten •°�'
�.�-- ONSiNA51NG 9�
DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT u r
olvWon of Cades aed Standards r�
.owe ► 3Q u
4 gG�
o
Title Search p
Date Printed : 10/25/2002
Decal #: LAY2195 Use Code:.
SFD
Manu�actuner Original Price Code:
ACN
Tradetlaltte: FARXLANE Rating Yew:
1966
Model,Tax '"►pe;
LPT
Manufactured Date: Last ILT Amount:
Registration Exp: Date ILT Fee Paid:
FirstSold On: 00/00/1966 ILT Exemption:
NONE •
Serial Number MD Label / Insignia Length
Width
S7.321xxU A153477 6a,
12'
S2521XX A153419 601.
12'
Record Conditions: Voluntary Conversion to LPT
Registered Owner:
LONNIE D THOMPSON
MARY A THOMPSON Quiat Tenants with Right of Survivorship)
536 SILVERLEAF DR
OROVILLE, CA 95965
'
List Title Date: 08/07/1998
Last ft Card: 08/07/1998
Saldr ransfer Info: Friao $5,000.00 Transferred on 09/26/1997
Situs Address:
536 SILVERLW
OROVILLF, CA 95966
Situs Count: BUTTE
Legal Owner:
L -V. REDFERN
FAY REDPERN (Joint Tenants with Rigbt of Survivorship)
� #2 LAFORET DR
OROVILLE, CA 95966,
Lien Perfected On; 11/131199711:30,01,
Inactive Decal/DMV:
DMV •EY1092, DMV EY1093, DECAL AAA9840
END OF TrME SEARCH *v�`
Tnrai a pm
ORDER No. SU -161704-7
oasca=pT=opt
THE LAHD REFERRED TO IN THIS REPORT IS SITtlATED IN THE STATE OF
'CALIFORNIA, COUNTY OF BUTTS, AND IS DESCRIBED AS FOLLOWS:
LOT 76, AS SHOWN ON THAT CERTAIN MAP ENTITLED, °KETOLY RIDGE ESTATES
TMIT ONE", WHIAH mAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF
THE COUNTY Of MME, STATE OF CALIFORNIA, ON OCTOBER 30, 1970, IN
BOOS 39 OF MPS, AT PACE(S) 5 THRU 10.
CERTIFICATE OF CORRECTION RECORDED MCH 17, 1471, IN BOOR 1663,
PAGE 624. OFFICIAL RECORD-.
Description: Buihe,CA Document-Year.Doc1D 1997.36094 Page: 2 of 2 —
Order, wen Comment:
': i 2 i 13896 11: 0.046 1b'?U i11.
' a
Y
M
': i 2 i 13896 11: 0.046 1b'?U i11.
' a
"i.ZD
ix
,
I
� � .� , ►�.�� � i �� Iii � j , � ,
�i Il
I� Iii';jlt I.
7S
PERMIT NUMBER _ B 3506-73B
1
t '
P
h
E
1
PERMIT EXPIRES
:OWNER Fred Wilson
CONTR: Acro -Lome, Oroville
LOCATION (A.P. 34-61-46
526 Silverleaf Dr., Oroville
DATE REMARKS OR CORRECTIONS
COUNTY OF BUTTE
Department of Public Works
BUILDING INSPECT10N RECORD
Zoning
Setback
Forms
Foundation
Piers & Girders
Fireplace
Rgh. Plumbing
Bond Beam
Lath & Plaster
Rein. Steel
Gas Piping & Test
Found. Vents
Framing
Plmg. Topout
Rough Elec.
WSr. Htr.
Furnace
Kitchen Vent
Firewall
Garage Vents
Sanitation & Water
ELECTRIC
GAS
BUILDING
Temporary
Final
Temporary
Final
Cert. of Occup.
Final %c,C -- 67
DATE REMARKS OR CORRECTIONS
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WOR
7 County Center Drive - Oroville, California 95965 �D
Tel eplione:. 534-4541 V
APPLICATION AND PERMIT P
.UI. IV. �Gc IcF/ICJ orllallVUJ UI LI IJUU11' VI DUMC lU UMV1 UPU[1 III!
above-mentioned property for insp t' n purposes.
X tel/49L qz�
ignature of Permitee or
Receipt No.
White-D.P.W. — ellow-Assess
— Pink -Inspector — Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
DIRECTOR OF PUBLIC WORKS
By Date j^ 7 7' % �-
Building permit expires Date 7:.Z7„ =_7•,y
BUILDING
Owner Folli -P LSO /
SO. FT. OCC. BUILDING VALUATION
QU % V
Mai l i ng Address / �-
E'i �l /r h� - •�
Telephone No.
Fireplace
Contractor &120-
Total Valuation
Mailing Address 44L v�
Permit Fee
Plan Checking Fee &/or Penalty
SOV/LLC L�9r
Telephone No.
, ,y//
Permit Fee
$
$ p�
Building AddressPLUMBING
U ,E f
No.
@ FEE
PERMIT FILING FEE $2.00
Uj .91 7F-7 ,
Each Trap 1.50
Repair drainage or vent piping
1.50
Water piping 1.50
Each gas water heater or vent 1.50
A. P. No.- 6l - 1A6
Zoning &Planning
Gas piping system 1 - 5 outlets
1.50
Each additional outlet .30
Fes
W.C.San
on
Fire Dept.
Fire Zone
Use Permit
Building sewer 5.00
EOA
Parking
Plans
Parcel
Declaration
Parcel Ma P
60' R/W
Improvements
P
Lawn sprinkler system 2.00
Bldg. Plans Recd
Parcel Approval'
Plans Approval
Permit Fee
$
$
NEW ❑ ADDITION,® UTILITIES ❑ OTHER ❑
ELECTRICAL
No.
@ FEE
PERMIT FILING FEE $3.00
Main service incl. 1 meter
Additional meters, each
1.00
Single Family ❑ Duplex ❑ Mobil Home 15 Others❑
Sub -panel (12 or less) (more than 12)
Range, Cook -top or Oven 1.00
C- OCA )AE ) it Cv.r1/A1
Water Heater or Space Heater
1.00
Light fixtures b20 al aio
�1��
`�
E~J
Li i1��Z �'/ ?Co��J p"'
Receps., switches & fix outlets .
N �C� CONTRACTORel ICETNSE LAW
I am licensed under the provisions of Chapter 9, Div. 3, of the
State of California Business & Professions Code under the name
style of:
A-5zo "1—a IL/ 4S
Hood, Ex. Fan or F.A. Furn. Motor
1.00
Evap. cooler, gar. disp. or D.W. 1.00
Air conditioner or heat pump
Water pump
Mobil Home Facilities 5.00
Temp. Power Pole 5.00
io
License No. Classification C.
Misc. wiring
❑ I am exempt from the Contractors License Laws of the State of California.
Permit Fee
$
$
WORKMEN'S COMPENSATION INSURANCE
1 am aware of the provisions of Section3700 of the California Labor
Code which requires every employer to be insured against liability
for Workmen's Compensation.
FI have placed on file with the County of Butte a certificate of
Workmen's Compensation Insurance.
lecertify that in the performance of the work for which this
permit is issued I shall not employ any person in any manner .
so as to become subject to the Workmen's Compensation Laws of
California.
MECHANICAL
No.1
@ FEEPERMIT
FILING FEE $3.00
Heating
Cooling
Ventilation
Hood 2.00•
Permit Fee $
$
1 certify that I have read this application and state that the above
information is correct. I agree to comply to all County Ordinances
and State Laws relating to building construction, and hereby
TOTAL PERMIT FEE
$ f ad
.UI. IV. �Gc IcF/ICJ orllallVUJ UI LI IJUU11' VI DUMC lU UMV1 UPU[1 III!
above-mentioned property for insp t' n purposes.
X tel/49L qz�
ignature of Permitee or
Receipt No.
White-D.P.W. — ellow-Assess
— Pink -Inspector — Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
DIRECTOR OF PUBLIC WORKS
By Date j^ 7 7' % �-
Building permit expires Date 7:.Z7„ =_7•,y
l� r ill' utility connections shall be
d-+� loitafed within 4 ft. outside the rear }
third section of the• mobile home
on the left (road) side of the mobile LOT
'
1 s. home:
UNIT �
Zap 1:.
i y a. lJ % W^. i'7
lG 7- IJ -C/1
71
xr «-=1✓t/.�d %E fes. / �7Fb�/Ac�� c.�N/V, L /NE _ -
��' .1...
I 7:. FQ� TSE 1 { T/c.'2 �"G� Q 0
J 7 _
1
IN
1
34
Gj C.."• V6 . it
ar rZ} rC� � ' <. .,.�F�•-.:. ��� 4� / jl � ��i-4J Q.ia �b
v JZi 7".�3,G� a 5
4 BUTTE� COU
r'C r f
BUILDING DEPAR.."'.
t
�r 5 fit.. '� -� . .L.. 7-'�/. Ci ?.. .. —., ...- •� � ra -it 1�'
APP a,
:j_'( � of ` plans and
P specifications MUST be ' r
;cept•on the job at all times and it is' unlawful to
make'. eny change's 'or a terations on same.
E' .. without
written permisson from, the: Department of -Public]/ZEd,
7" ? T-&� 1 �:
Works, County of Butte.
9
PERMIT NUMBER _ B 418-74B
Y•
ar P
9
E
PERMIT EXPIRES
:OWNER Fred Wilson
'CONTR: Acro—Lume, Oro.
ILOCATION (A.P. 34-61-46
526 Silverleaf Dr., Lot 76, K.R.
J
a
a
J
f
t °
J t_
J
Forms
Fireplace
Lath & Plaster
Found. Vents
Rough Elec.
Kitchen Vent
Sanitation & Water
BUILDING
Cert. of Occup.
Final
DATE REMARKS OR CORRECTIONS
r _
COUNTY OF BUTTE
Departm6nt of "Public Works
BUILDING INSPECTION RECORD
Zoning
Setback
Foundation
Piers & Girders
Rgh. Plumbing
Bond Beam
Rein. Steel
Gas Piping & Test
Framing C2 —
Pimg. Topout
Wtr. Htr.
Furnace
Firewall
Garage Vents
ELECTRIC
GAS
Temporary
Temporary
Final
Final
Forms
Fireplace
Lath & Plaster
Found. Vents
Rough Elec.
Kitchen Vent
Sanitation & Water
BUILDING
Cert. of Occup.
Final
DATE REMARKS OR CORRECTIONS
r _
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 County Center Drive — Oroville, California 95965
Telephone: 534-4541 k/f—
APPLICATION AND PERMIT
authorize representatives of the County of Butte to enter upon the
abovZJignure
oned prope or ins ction purposes.
X Date
��
o Per �� r Ay�nt�
Receipt No. !!//%% a(f
White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
DIRECTOR OF PUBLIC WORKS
By Date
r
rm-f expires Date
BUILDING
OwnerSO.
�lZ,r I L a alp/
FT. OCC. BUILDING VALUATION
Mailing Address/L ,E L F# 0=7 ,e
%e_L,C>>
� %�
Telephone No.
Fireplace
Contractor N
Total Valuation
Mailing Address 0(�® i9 L ph
Permit Fee
PIanCheckingFee&/or Penalty
Telephone No.
A?6 (f %[ (" _
Permit Fee
$
Building Address� )
e�/G Y61Z /[,*F e
PLUMBING
No.
@ FEE
PERMIT FILING FEE $2.00
Each Trap 1.50
Repair drainage or vent piping
1.50
Water piping 1.50
Each gas water heater or vent 1.50
f o /
A. P. No. j� — (o/ `y
Zoning & Planning
Gas piping system 1 - 5 outlets
1.50
Each additional outlet .30
F&e!(
$,e" &wmrjTto
Fire Dept.
Fire Zone
Use Permit
Building sewer 5.00
EQA
Parking
Plans
Parcel
Declaration
Parcel Ma P
60' R/W
ImprovementsLawn
sprinkler system 2.00
Bldg. Plans RecdZgrcel
r
PI proval
Permit Fee
$
$
NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ❑
ELECTRICAL
No.
@ FEE
PERMIT FILING FEE $3.00
%ne r .5-t t RevA-fiT�44 OS -0 6 - 7 3 $ )C'o C
Main service incl. 1 meter
i7L & -T PA. p,
Additional meters, each
1.00
Single Family ❑ Duplex ❑ Mobil Home/n Others
Sub -panel (12 or less) (more than 12)
Range, Cook -top or Oven 1.00
ASe/ ECT A/ iuN//V /¢Q D1 j i B �(/
Water Heater or Space Heater
1.00
Light fixtures pale to
`
/3 f 1Q DA 70— ��
Receps., switches & fix outlets2 25 ho
CONTRACTORS LICENSE LAW
I am licensed under the provisions of Chapter 9, Div. 3, of the
State of California Business & Professions Code under the name
style of:
A-!26 — K A•/.e
Hood, Ex. Fan or F.A. Furn. Motor
1.00
Evap. cooler, gar. disp. or D.W. 1.00
Air conditioner or heat pump
Water pump
Mobil Home Facilities 5.00
�/ fcj=kAF7-
Temp. Power Pole 5.00
License No.7 V�:Vz Classification e__ 41
Misc. wiring
❑ I am exempt from the Contractors License Laws of the State of California.
Permit Fee
$
$
WORKMEN'S COMPENSATION INSURANCE
1 am aware of the provisions of Section3700 of the California Labor
Code which requires every employer to be insured against liability
for Workmen's Compensation.
I have placed on file with the County of Butte a certificate of
Workmen's Compensation Insurance.
I certify that in the performance of the work for which this
permit is issued I shall not employ any person in any manner
so as to become subject to the Workmen's Compensation Laws of
California.
MECHANICAL
No.
@ FEE
PERMIT FILING FEE $3.00
Heating
Cooling
Ventilation
Hood 2.00
Permit Fee $
$
I certify that I have read this application and state that the above
information is correct. I agree to comply to all County Ordinances
and State Laws relating to building construction, and hereby
TOTAL PERMIT FEE
$ �!
authorize representatives of the County of Butte to enter upon the
abovZJignure
oned prope or ins ction purposes.
X Date
��
o Per �� r Ay�nt�
Receipt No. !!//%% a(f
White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
DIRECTOR OF PUBLIC WORKS
By Date
r
rm-f expires Date
HERMIT NO. 2282-74B
P
i.
y E
a
i M
MH UTIL. 2282774B
PERMIT NO.
PERMIT EXPIRES E / �— 750
:OWNER -Fred Wilson
*, CONTR. Acro—Lune, Oroville
LOCATION (A.P. 34-61-46
Temp. Power Pole
Called PG&E _
Temp. Elec. Serv.,
Called PG&E .
Temp. Gas Serv. _
Called PG&E _
JOB
FINALED
(Date)
(Signature)
:r
HERMIT NO. 2282-74B
P
i.
y E
a
i M
MH UTIL. 2282774B
PERMIT NO.
PERMIT EXPIRES E / �— 750
:OWNER -Fred Wilson
*, CONTR. Acro—Lune, Oroville
LOCATION (A.P. 34-61-46
Temp. Power Pole
Called PG&E _
Temp. Elec. Serv.,
Called PG&E .
Temp. Gas Serv. _
Called PG&E _
JOB
FINALED
(Date)
(Signature)
• , J , y . '-
1
COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS
BUILDING INSPECTION,RECORD
BUILDING BUILDING (Cont'd)
PLUMBING
Setback
Firewall
Soil Piping
Forms
Parapets
1st Floor
Main Bldg.
Restroom Finish
2nd Floor
Footings
Windows
3rd Floor
Stemwal I
Siding
. To out
Slab
Roof Sheathing
Water Piping
Piers
Roofing
Sewer
Garage
Fdn. Vents
Fixtures
Footings
Garage Vents
Water Htr.
Stemwall
Slab
Prov. for physically
handicapped
Heaters
Appliances
Carport
Footings
Conformance of ex.
structure
Gas Piping& Test
Temp. Gas
Slab
Final
Sanitation
Patio
FIREPLACE
Final
Footings
Footing
ELECTRICAL
Masonry Walls
Throat
Rou h
Reinf. Steel
Final
Fixtures
Bond Beam
FIRE SPRINKLERS
Motors
Framing
Test
Water Htr.
Stucco
Final
Subpanels
Mesh
MECHANICAL
Grd. Fault Prot.
Scratch
Heating
Service
Brown
Cooling
Temp. Pole
Finish
Ducts
Underground
Interior Lath
Ventilation
Permanent
Door Closer
Final
Final
DATE
REMARKS OR CORRECTIONS
1
,�
ig&
�77
• OROVILLE, CALIFORNIA
GENERAL CLAIM
Acro-Lume
' CLAIMANT:
AUDIT CHECK LIST
AUTHORIZATION
LEGALITY
DESCRIPTIONS
AMOUNTS
NAME & ADDRESS
EMPLOYEE
SIGNATURES '
.VENDOR CODE
DISTRIBUTION
-
ADDRESS: 903 Oro Dam Blvd.
Oroville, CA.- 95965 IMPOjT-;(NT':
CITY 8 STATE: :
SEE INSTRUCTIONS
DATE OF CLAIM: July 30, 1974 ON REVERSE SIDE
SUBMIT CLAIM TO DEPARTMENTRECEIVING GOODS 'OR SERVICES
Certified a and
Computations.
F. H. Seely, Jr., Auditor- Controller
By.................................. Date:......,,;,_„
DATE
' DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY)
AMOUNT
Decided not to build due to setback problems. (Permit 2282-74B;
Receipt #122014 - O�,mer: Fred Wilson, CONTR:.Acro-Lume,Oroville)
Building permit fee ----- $12.00
Refund due --------------------- $8.00
I
8
00
TOTAL
8
00
I, the undersigned, declare under penalty of. perjury that the' services or articles claimed have en performed rd ive A an i
claim is true and correct as stated. i
29th July �4'" Oroville ]]
Dated this de of 1 ....... et..................................Calif. ', .......1.:.......... .......... ..............�
Signature of imant
I, the undersigned, hereby certify that, to the.best of. my know.edge, the services. or articles specified above have been perform ed'br de-
livered and that there is a Budget AppropriationQ or Specific Board ApprovalO (Check one). for the same. -
Dated this 30th ......... day of ....Ju:ly............. 19 74 at Oroville Calif. ...... .
..........
Department Head or Authorized Deputy
Dept. - Exp.
Code Code PAYABLE FROM FUND.
DO NOT WRITE BELOW THIS LINE _ AUDITOR'S USE ONLY
VENDOR DEPT.
CODE I 8 SUB. _L
O.J.
SUB.
OBJ.
CLAIM
NO.
INVOICE
ND.
INVOICE
DATE
DISC.
GROSS
AMOUNT
ENCUMB.
SUB-DIST:
I
i
I
1
COUNTY OF BUTTE A
U E - DEPARTMENT OF PUBLIC W KS
7 County Center Dri'vve- — YOrovilTe, California 95965 /► -/i
Telephone: 534-4541
• APPLICATION AND PERMIT
/Jignature oyrermitee dr Agent B Date— v — 2
Receipt No. // �J y
White-D.P.W. — Yellow -Assessor — Pink -I Spector — Goldenrod -Applicant Building permit expires Date
ERJILDIUG
OwnerI ",b 4N
/L S
SQ. FT. OCC. BUILDING VALUATION
Mailing Address
V 1(-L
Telephone No.
3 - a 1 '2-
Fireplace
Contractor ��
Total Valuation
t
Mailing Address q0 3 ®p d ) L +/ o
Permit Fee 12,6 U
Plan Checking Fee &/or Penalty
Telephone No.
Permit Fee
Building Address �L ver eF bZ-
PLUMBING No. @ FEE
PERMIT FILING FEE $2.00
Q& o
Each Trap 1.50
A/
Repair drainage or vent piping 1.50
Water piping 1.50
Each gas water heater or vent 1.50
A. P. No —� —
Zoning & Planning
Gas piping system 1 - 5 outlets 1.50
Each additional outlet .30
/
VAC.
Fire Dept.
Fire Zone
Use Permit
Building sewer 5.00
EQA
Parking
Plans
Parcel
Declaration
Parcel Ma P
60' R/W
ImprovementsLawn
sprinkler system 2.00
Bldg. Plans RecdJk_
//
arcel Approval
Plo proval
Permit Fee $
$
NEW ❑ ADDITION UTILITIES ❑ OTHER ❑
ELECTRICAL No. @ FEE
PERMIT FILING FEE $3.00
Main service incl. 1 meter
Additional meters, each 1.00
Sub -panel (12 or less) (more than 12)
Single Family ❑ Duplex ❑ Mobil Home Others ❑
Range, Cook -top or Oven 1.00
_
&_1 / /e �hA10 ��PO.e%
Water Heater or Space Heater 1.00
Light fixturesbal_ ?q
Receps., switches & fix outlets 2023
Ole. — f
1CONTRACTORS LICENSE LAW
I am licen/sed under the provisions of Chapter 9, Div. 3, of the
State of California Business & Professions Code under the name
style of:
Cl�C9'— �(%�C'
Hood, Ex. Fan or F.A. Furn. Motor 1.00
Evap. cooler, gar, lisp. or D.W. 1.00
Air conditioner or heat pump
Water pump
Mobil Home Facilities 5.00
Temp. Power Pole 5.00
cr/
License No. 7 D `� Classification r- _(1
Misc. wiring
❑ I am exempt from the Contractors License Laws of the State of California.
Permit Fee $
$
WORKMEN'S COMPENSATION INSURANCE
1 am aware of the provisions of Section3700 of the California Labor
Code which requires every employer to be insured against liability
for Workmen's Compensation.
rWI have placed on file with the County of Butte a certificate of
Workmen's Compensation Insurance.
FT I certify that in the performance of the work for which this
permit is issued I shall not employ any person in any manner
so as to become subject to the Workmen's Compensation Laws of
California.
MECHANICAL No. @ FEEPERMIT
FILING FEE J$3.00
Heating
Cooling
Ventilation
Hood 2.00
Permit Fee $
$
1 certify that I have read this application and state that the above
information is correct. I agree to comply to all County Ordinances
and State Laws relating to building construction, and hereby
authorize representatives of the County of Butte to enter upon the
above-mentioned property for inspection purposes.
X Date
TOTAL PERMIT FEE
$ dG
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
DIRECTOR O"'PUBLIC WORKS
/7�- -.0- /1
/Jignature oyrermitee dr Agent B Date— v — 2
Receipt No. // �J y
White-D.P.W. — Yellow -Assessor — Pink -I Spector — Goldenrod -Applicant Building permit expires Date
•�`PERMIT NO. 460,8-77B
PERMIT EXPIRES
%OWNER Fred Wilson
CONTR. Acro-LUme, Oroville
34-61-46
LOCATION (A.P. )
t
526 Silverleaf Dr., Oroville lot #76
1
Temp. Power Pole
Called PG&E
Temp. Elec. Serv.
Called PG&E
Temp. Gas Serv.
Called PG&E
JOB
FINALED o L �'
(Date c
y�
(Signature)
COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS
BUILDING INSPECTION RECORD
BUILDING BUILDING (Cont'd) PLUMBING
Setback /O -y- 414-1--
Firewall
Soil Piping
Forms
Parapets
1st Floor
Main Bldg. /
Restroom Finish
2nd Floor
Footings
Windows
3rd Floor
Stemwall
Siding
To out
Slab
Roof Sheathing
Water Piping
Piers
Roofing /0- -% �
Sewer
Garage y
Fdn. Vents
Fixtures
Footings A
Stemwa I I
Garage Vents
Insulation
Water Htr.
Heaters
Slab
Carport
Footings
Slab
Prov. for physically
handica ed
Conformance of ex.
structure
Final 2 '
Appliances
Gas Pi Ing & Te t
Temp. Gas
Sanitation
Patio
FIREPLACE
Final
Footings V _ Q
Footin
ELECTRIC L
Masonry Walls I
Throat
Rou h
Reinf. Steel
Final
Fixtures
Bond Beam
FIRE SPRINIkLERS
Motors
Framing
Test A
Water Htr.
Stucco
Final
Subpanels
Mesh
MEWiANICAL
Grd. Fault Prot.
Scratch
Heating
Service
Brown
Cooling
Temp. Poye
Finish
Ducts
Under r and
Interior Lath
Ventilation
Permanent
Door Closer
Final V
Final
MOBILEHOME UTI ITIES
Elec_ Service
Elec. Pedestal
Water ng L
Sewer
Gas Piping
OBILEH )ME INSTALLATION - - - - - - - - - - - - - -
Support
Elec. Continuity
Water Piping
Drainage
Gas Piping
in 9
DATE REMARKS OR CORRECTIONS
(NOTE: An entry must be made on this form each time you visit the job site.)
COUN,-Y OF BUTTE — DEPARTMENT OF PUBLIC WORKS
7 County Center -Drive — �Oroville, California 95965
Teltphdne:"534-4541
APPLICATION AND PERMIT
a
autnonze representailves
above-mentioned o;avertw
R
uounty or tsutte to enter upon the
Date
Receipt No. ,/v /
White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have be aid.
DIRECTOR F UBLIC WORKS
By Date
wilding permit expires Date
BUILDING
Owner
SO. FT. OCC. BUILDING VALUATION
O
Mailing Address
Tel
ephone No.
Fireplace
Contractor ,pp—
Total Valuation
Mai I i ng Address
�9 A400 "_/
Permit Fee
Plan Checki ng Fee &/or Penal ty
•
%C
Telephone No.
Permit Fee $ 9
0
Building Address %C ,
PLUMBING No. @ FEE
PERMIT FILING FEE $3.00
�a U 1 L 1
Each Trap 1.50
Repair drainage or vent piping 1.50
Water piping 1.50
Each gas water heater or vent 1.50
A. P. No �)
/
Zoning 8 Planning
Gas piping system 1 - 5 outlets 1.5U
Each additional,outlet .30
Feesl
W.i
ire Dept.
Fire Zone
Use Permit
Building sewer 5.00
EOA
I Parking
Plans
Parcel
Declaration
Parcel Ma P
60' R/W
Im provements
Lawn sprinkler system 2.00
Bldg. Plans Rec,'d Parcel royal
Plans val
Permit Fee $
$
NEW ADDITION ❑ UTILITIES ❑ OTHER ❑
ELECTRICAL No. @ FEE
PERMIT FILING FEE $3.00
Main service 600V OR LESS _
100 AMP OR LESS 5.00
Main service EA. ADD'L 100 AMP 2.50
Single Family ❑ Duplex ❑ Mobil Home Others ❑
OVER 600V
Main service 00 AMP OR LESS 25.00
Main service EA. ADD'L 100 AMP 1.00
.��
,,yyam� l
oL A.J61
NEW CONST. DWELLING OCCUP. &
OR ADDNS. ACC. BLDGS. ) 21tsgft
NEW CONST R. MULTI -OUTLET
NON-RESID. ( BRANCH CIRCUITS) 2.50ea
NEW CONSTR./POWER APPARATUS &)
NON-RESID. (SINGLE OUTLET CIR.
CONTRACTORS LICENSE LAW
I am licensed under the provisions of Chapter 9, Div. 3, of the
State of Cali nia Business & Professions Code under the name
st le of:
y
Az_0C
Ex. OCCup(OUTLETS OR FIXTURES) BAL�1¢
Ex. OCCU FIXED APPLNS. OR
P• ( OUTLETS (RESID.) EA) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
License No. Classification r /
Misc. Wiring 6.25
❑ I am exempt from the Contractors License Laws of the State of California.
Permit Fee $
$
WORKMEN'S COMPENSATION INSURANCE
1 am aware of the provisions of Section3700 of the California Labor
Code which requires every employer to be insured against liability
for Work en's Compensation.
have placed on file with the County of Butte a certificate of
Workmen's Compensation Insurance.
I certify that in the performance of the work for which this
permit is issued I shall not employ any person in any manner
so as to become subject to the Workmen's Compensation Laws of
California.
MECHANICAL No. @ FEE
PERMIT FILING FEE $3.00
Heating
Cooling
Ventilation
Hood 2.00
Permit Fee $
$
I certify that I have read this application and state that the above
information is correct. I agree to comply to all County Ordinances
and State Laws relating to building construction, and hereby
TOTAL PERMIT FEE
$ 0
autnonze representailves
above-mentioned o;avertw
R
uounty or tsutte to enter upon the
Date
Receipt No. ,/v /
White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have be aid.
DIRECTOR F UBLIC WORKS
By Date
wilding permit expires Date
ns
PERMIT NUMBER - B 2670-73P.,E
P
E
PERMIT EXPIRES 7y�7 -7 (f-,
OWNER Fred Wilson
CONTR: owner
LOCATION (A.P. 34-61-46
526 Silverleaf Dr.
Lot 76., 0rbville.
COUNTY OF BUTTE
Department of Public Works
BUILDING INSPECTION RECORD
Zoning
Setback
Forms
Foundation
Piers & Girders
Fireplace
Rgh. Plumbing
Bond Beam
Lath & Plaster
Rein. Steel
Gas Piping & Test
Found. Vents
Framing
Plmg. Topout
Rough Elec.
Wtr. lits
Furnace
Kitchen Vent
Firewall
Garage Vents
Sanitation & Water
ELECTRIC
GAS
BUILDING
Temporary -�— ^ %L�
Temporary 9 —/1-
— 7-3 Cert. of Occu
Final -"
Final C/i
a�
.@ ?` Final
DATE
REMARKS -OR CORRECTIONS
l�f -
7 3
AC Fav
COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WOR0"Im 7 County Center Drive — Oroville, California 95965
Telephone: 534-450
APPLICATION AND PERMIT
70 -
authorize representatives of the county of Butte to enter upon the
above-mentioned propert for inspection purposes.
Ai
neDate
Signal re er a or Agent /'
Receipt N /07,_
v
White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
DIREC OR OF PUBLIC WORKS
ByDate Z
-B+aile{ieg permit expires Dat..
BUILDING
Owner %��o
SQ, FT. OCC. BUILDING VALUATION
Mailing Address
TAI ephon3fone
Fireplace
Contractor ii w
Total Valuation
Mailing Address
Permit Fee
Plan Checking Fee&/or Penalty
Telephone No.
Permit Fee
$
$
Building AddressQ / ` /// �'
PLUMBING
No.
@
FEE
PERMIT FILING FEE $2.00
Each Trap 1.50
L'
Repair drainage or vent piping
1.50
Water piping 1.50
Each gas water heater or vent 1.50
-� ^ / _
A. P. No. (�
Zo in• nin
Gas piping system 1 - 5 outlets
1.50
Each additional outlet .30
Fees
W. C..
Sa o
Fi1( 1re Dept.
Fire Zone
Use Permit Building
sewer 5.00
EQA
Parking
Plans
Parcel
Declaration
Parcel Ma P
60' R/W
Improvements
provements
Lawn sprinkler system 2.00
Plans—R-e—ed I
Parcel royal
Plan oval
Permit Fee
$
NEW ❑ ADDITION ❑ UTILITIES
OTHER ❑
ELECTRICAL
No.
@
FEE
PERMIT FILING FEE $3.00
Main service incl. 1 meter
G
Additional meters, each
1.00
Single Family ❑ Duplex- ❑ Mobil Home Others ❑
Sub -panel (12 or less) (more than 12)
Range, Cook -top or Oven 1.00
G
Water Heater or Space Heater
1.00
Light fixtures bol 610
L
Receps., switches & fix outlets -'.UM
CONTRACTORS LICENSE LAW
I am licensed under the provisions of Chapter 9, Div. 3, of the
State of California Business & Professions Code under the' name
style of:
Hood, Ex. Fan or F.A. Furn. Motor
1.00
Evap. cooler, gar. disp. or D.W. 1.00
Air conditioner or heat pump
Water pump
Mobil Home Facilities 5.00
�U
Temp. Power Pole 5.00
License No. Classification
Misc. wiring
I am exempt from the Contractors License Laws of the State of California.
Permit Fee
$
vas
WORKMEN'S COMPENSATION INSURANCE
1 am aware of the provisions of Section3700 of the California Labor
Code which requires every employer to be insured against liability
for Workmen's Compensation.
❑I have placed on file with the County of Butte a certificate of
W .kmen's Compensation Insurance.
I certify that in the performance of the work for which this
permit is issued I shall not employ any person in any manner
so as to become subject to the Workmen's Compensation Laws of
California.
MECHANICAL
No -J
@
FEEPERMIT
FILING FEE $3.00
Heating
Cooling
Ventilation
Hood ' 2.00
Permit Fee $
$
1 certify that I have read this application and state that the above
information is correct. I agree to comply to all County Ordinances
and State Laws relating to building construction, and hereby
TOTAL PERMIT FEE
$
authorize representatives of the county of Butte to enter upon the
above-mentioned propert for inspection purposes.
Ai
neDate
Signal re er a or Agent /'
Receipt N /07,_
v
White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
DIREC OR OF PUBLIC WORKS
ByDate Z
-B+aile{ieg permit expires Dat..