HomeMy WebLinkAbout065-440-0026�-
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Contr: a e
_Par dis' Mqdular.Ci
Permit 2L981-3 ij� /�e fx�jffi n
Issu6d
65
!-',Contr.:--Ed'-Bur I ---Ma I ia'
P P4
Permit #3951-83B.,'(cov op
"k,
02-3192
��LAZE,JAMES & LISA
62
'83 SPAR WAY,1 MAGALIA
CONT: CHICO MHS
X MH PERM,FND EX SITE
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Fit
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05-28-10;21:4,1 5382140
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1 1 47 WAGSTAriii R D.
FBUTTE 'C A 1 9 5 9 6 9
COUNTY P ArR A 1) 1 S F,
PI-IONE (.5.3-0)-877-4-5-64,
PAX (5_30)877-2435
IFEIV
SE ES
FACS IMILE TRANSMITTAL SHFF.T
11). 1� FROM.
_QQ,6ai� -bbrvnrwA Del Johnson A it- Conditioning & ficaLing, Inc,
COMPANY: DA -m:
19 Ao CZY Z)',// /nD,
'MI'Al.V40. OV
L4 IQ
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PHONE NUM 11 I.;.It:
................................................................
YOUR ltl:.FVIWNCl� NI)MI11-11:
Ul((;VN FOR 1MVIEW PLH�Sl.; CONIMEN-t- PLFASP. RF.Pl.V RECYCLE
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-----------
# 1/ 4
05-26-10;21:44 ; 5OJ82140 # 2/ 4
*1� I
ulte ountp Department of Development Services
Building Division
I County Center Drive
Oroville, CA 95985
S30.538.7601 Phone www.buffecountu natiddr. !mn rmst loilifin r...
I REFUND REQUEST APPLICATION
Butte County Coda 3411q)
filed by the person originpily
any refund and shag charge
application. file sol -up. andIfile
which was erroneously pall
withdrawn or cancelled before
pursuant to the permit. (4)
from the data of fee payma
Refund Polity. The Building Official shall not authorize the refunding of any fee paid except upon written application
paying (170 fee. The Building Official Shall deduct all Development Services Department costs prior to authorizing,
one hour at thir building division standard hourly rate to procesir the refund application and recover coslis telated to
archMno fees. Refundsmaybeptocessollastollowc The 9%ilding Officiai may authorize 1110 refunding of: (I)onyteepald
or collected (Rotund processing fee not required). (2) permit fees and I he plan -checking fee when the ikppj)cal)on lof a Permit- is -
any pion checking Ii done. (3) the permit fees paid prior to the expiration of the permit pmvIdIng no work har been done
lihe permit less paid prior to the expiration of the permit application, N the permit requested is not issued. but not after inn days
1. (5) The Building Official @hall not authorize the refunding of any "ling fees. nor any plan checking fees, ror work plan checked:
http://municiDaJcodes..Ioxisnexis.
INSTRUCTIONS: Submit
generated for any fees
receipt) and return to
c
this application to Development Sai7tc-e-ci�i"d"e,t-,e,r"m,i,n,,a,t,!-o"n --- O`i_r'e',t,_u'nd',Bbte fees. A claim will be
I
to be refunded and sent to the address- below for -signature (by the person whose name Is on IN-,
bevatopment Services for payment processing.
CLAIMANT'S NAME-
A0 d -
ADDRESS (Include
City/St/Zip)
PHONE(S):
(c,- 30) _Lls�.
E-MAIL
ASSESSOR'S PARCEL NO-'
S - c-1 -.0 -0 0 AE: -
[Please use one claim fo'rm per permit.]
BLDG PERMITINO.: 6 1140
Receipt No. I
Receipt No. 2
Receipt No. 3
RECEIPT NO.:
— — --
--- — — — —
RECEIPT DATE:
$ 60.
RECEIPT AMOUNT*
REASONTOR REFUNP REQUEST:
5 io -
37_wl�_5 Pu'( -h' i -i 461- S4A4"ZLQ n34AXW"-S 6.0-kht- so-tvic r-yakI, 0XVL_-1:-
CtCA IjAx4aa -Por G1 ccc1)M,( WArv,, + Whp,)n i4- vVcxs 4-o b.& 0. .45rxcra
P . aAxv�rf- , :r7dl tocy 'Z-0 1 ;-1 C,0, V/ 42.m 1 dx=a, Khe. OPPI-4 4:�W- ay" I I rt'.4
AkAxk; +_4 Vt*14 q�ftn — - ------- ----- —
Note: This refund form is lor fees paid and rocciplea at the time of applicavord Tor a building permit. I his may involve lem
1192uanco
Development Servicee hal collected for other departments such as Fire, Agriculture, Land Development and Erwironmental Health or collection
of County Wide Impact Fe a. in the event other department fees war@ paid along with building permit faas, Development Services will check with
thooedepartmordstod rmine If any of the fees paid to them are refundable. This does not include fees paid directly to other departments, nor'
parks -and recreation or % hoot fees. If.you paid other fee& and were Issued receipts other than from Development Services. ill"as check with
them for refund Informati I
on.
IBuilding- Plans fol cancelled permits will- be disposed -of within 10 working. days -upon submission of a
Reauest for Refund. If vou want the Dians. vou mav oick them uo Drior to that time. I
Siginaturp is teqfj/ted df the individual who ofiginally paid fees or authorized representative of the business that paid fees.
K/Forms/Refund Application 0 12608
.............
Date
180 day calculator from date of receipt is: IMWIJIW�W=
05-116-10;21:44 53811140 3/ A
a ur,- A V I
BUTTE COUNTY Applied 3/11/2010
DEPARTMENT OF DEVELOPMENT SERVICES. Date:
OFFICE #: (530) 538-7601 Permit No.: B1 0-0335
24-HOUR INSPECTION SC14EDULING
IVR-#-. (530) 538-4385 TYPO: ETRAKIT-
ONLINE PERMIT PAYMENTS i RENEWALS: HVAC C/O
www.buttecounty.netldds. Sub -Type: RESIDENTIAL
I
Site Address: 6283'SPAR WAY -
I MAGALIA, CA 95954
Subdivision:
I
Site Lot:
I
Site Tract:
I
Description of Work:
Ireplacement of electric furnace
APPLICATIP'N DECLARATION.
OWNER DECLARATION: I hereby affirm under
penalty of perjur� that I am exempt from the
Contractor's License Law for the following reason
(Section 7031.5, 134siness and Professions Codw
Any city. or oou9ty that requires -a permit to -
construct, alter, lmorove, demolish. or repair any
structure, prior to its issuance. also requires the
applicant for the pq I rmIf to file a signed statement
that he or she is licensed pursuant to the
provisions of thh Contractors License Law -
(Chapter 9 (comr 'encing with Section 7000) of
Division 3 of the Business and Professions Code)
or. that he or s 9 s exam I oreftom and -Pis
basis for the atte d exemption. Any violation ol
Section 7031.5 t y any applicant for.a.permit-.
subjects the applica it to a civil penalty of not more
that five hu idred dollars ($500).):
1, asownerotihe property, ormyemployees
with wages as their sale compensation, will do
(,__)-aII,ofor( )portions oftha.work, and-tha--
structure is not i tended or offered for sale
(Section 7044, But iness and Professions Code;
The Contractors' State License Law does not
apply to an owni x of property who, through
employeeb'or persprtal effort, build3 ou improves.
the property, provided that the Improvements are
not intended or off6ed for sale. If, however, the
'building or Improvel!nent Is sold within one year of
compilation wner- u der will have the
burden of proving 0 ial It -was -not buill.or-Improved—
for the purpose of sale.)
Account
1001-0-280-1011473
0010-440001-4210504-10114731
0010-440001-4210600-101001
0010-440001-4:10500-101001
0010-440001-4 10502-101001
Site APN: 065-440-002
Site Block:
Valuation: $1,725.00
Permit Status: ISSUED
Contractor: . Paul Johnson
Address: 1147 Wagstaff Road
Paradise CA 95969
Phone: (530) 877-4584
Owner:
DANIELSj ANITA
Address:
6283 SPAR WY
$O.go
MAGALIA CA 95954
Phone:
(530) 873-8727
---------------
Applicant:
..........
PaulJohnson
Address:
1147 Wagstaff Road
DBA PERMIT ISSUANCE RES 09
Paradise CA 95969
Phone:
(530) 577-4564
uescription
Amount
Poid Dptc
DD CA SB 1473 90 PERCENT FOR D
$O.go
03/11/2010
DO CA SO 1473 10 PERCENT FOR D
$0.10
03/11/20,10
DOMET ETRAKIT FURNANCE/HEATER
$63.00
03/11/2010
DBA PERMIT ISSUANCE RES 09
$30.00
03/11/2010
D8A TRAVEL & DOCUMENTATION RES
$30.00
03/1112010
TOTAL FEES- -- $124.00-
http://dspennits.b'uttecounty.net/Per-mit-- 1.3utte;aspx-?j)er-ini-tNo-�BI-0-0335-- 5/26/201.0
1 - N
05-26-10;21:44 5382140
TOTAL FFES PAID $124.00
TOTAL FEE$ DUE- $0,00-
# 4/ 4
r abc Z- VA Z.
*010-0335*,
hftp://dspermit,q.buttecourity.net/P�:nnit.-Ti-atte.aspx?oej.l.nitNij=)1-1-0-03-,I-i-- 5/26/201-0,
NOTES
ITHt ftcb FORM 4�3A FOR THIS MH CANNOT BE.
1.lkECOR6ED LJNTEL ONE OF THE FOLLOWIN6 HAS
�.�_EEN TURIStED IN TO THE BUILDING DIVISION:
(1) LICENSE PLATE(S) OR DECAL (THE
INSPECTOR MUST RETREIVE).
(2) STATEMtNT OF FACTS (ONLY ON
NEW MH'S).
INSPECTOR TO VERIF��,S�RIAL & LABEL #'S.
r
SPECM CONDITIONS
CHECKED
I BY I
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
JOB FINALED (Date)
Signature
RESIDENTIAL
PERMIT NO.
065-440-002 02-3192
GLAZE;JAMES & LISA
6283 SPAk-,WAY, MAGALIA
i CONT: C91CO MHS
EX MH PERM FND EX SITE
ITHt ftcb FORM 4�3A FOR THIS MH CANNOT BE.
1.lkECOR6ED LJNTEL ONE OF THE FOLLOWIN6 HAS
�.�_EEN TURIStED IN TO THE BUILDING DIVISION:
(1) LICENSE PLATE(S) OR DECAL (THE
INSPECTOR MUST RETREIVE).
(2) STATEMtNT OF FACTS (ONLY ON
NEW MH'S).
INSPECTOR TO VERIF��,S�RIAL & LABEL #'S.
r
SPECM CONDITIONS
CHECKED
I BY I
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
JOB FINALED (Date)
Signature
4 = OK
0 = Not OK
- = Not Applicable
NotReady.
MISCELLANEOUS
MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except Vs
1. Zoning Requ irements-Setbacks- Easements .�
1 .
Zoning Requirements -Setbacks- Easements
2.
Soils; Special MH Support Sketch
4. Wood Awn.; Posts-Beams-Rftrs-Cohnectors
Shthg-Frg-Bracing
3.
Sewer; Location -Test- Fal I -C/0 -Concrete
4.
Water; Location -Test- Easement Needed (Sketch)
7. Electric
5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
Electricity; MH Test
6.
Gas; Location -Test -Wrap;-/ /" L 'ft.
P Nat. or L "ft./ P LPG
Water; MH Test
7.
Well Clearance & Disconnect
Water and Sewer Connected
8.
Utility Clearance A
Gas and Electricity Tagged
9.
Exits
Date
10.
Date
POOLS (Plans) OK except #'s
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
5. Elec.; Pool Lighting; 15 Volts-GFI
2.
Footings; Size -Spacing -Marriage Line
3.
Gas; MH Test- Demand -Valve -Con nector
8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.,.
Boxes -Enclosures- Panel boards- Ins. to Main Conduit
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
5. Drain; MH Test -Fall -Flex Connector
6.
Water; MH Test -Regulator -Connector
12. Enclosure; Fencing -Alarms
7.
Water and Sewer Connected -C/O to Grade -HD Approval
Date
8.
Gas and Electricity Tagged
Card B-1 Date Card B-1
9.
Tie Downs -Type -Installation Cert.
10.
Exits; Insp.-Sketch
11. Cert. of Occupancy
Date
Card B-1 Date Card B-1
Date
MISCELLANEOUS
Card B-1 Date Card B-1
Date
PERMANENT END SYSTEM (ONLY) ,
1. Zoning Requ irements-Setbacks- Easements .�
1 .
Zoning Req uirements-Setbacks- Easements
2.
Footings; Size -Spacing -Marriage Line
4. Wood Awn.; Posts-Beams-Rftrs-Cohnectors
Shthg-Frg-Bracing
3.
Blocking
4.
Gas; MH Test- Demand -Valve
7. Electric
5.
Electricity; MH Test
6:
Water; MH Test
10. Roof; Shthg-Roofing
7.
Water and Sewer Connected
8.
Gas and Electricity Tagged
9.
Exits
Date
10.
License Decals
POOLS (Plans) OK except #'s
11.
Verify with Office.
2. Soils; Compaction -Structure Stability
Date
Card B-1 Date Card B-1
Date
5. Elec.; Pool Lighting; 15 Volts-GFI
Card B-1 Date Card B-1
6. Elec.; Enclosures; Conduit Entries -Terminals- Listed
7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
MISCELLANEOUS
Date
DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
1. Zoning Requ irements-Setbacks- Easements .�
2. Footings; Soils-Size-D6pth-Spacing-Connectors-SteeI
3. Decks, Girders and/or Joists- Decking-Bracing-Stai rs- Rails
4. Wood Awn.; Posts-Beams-Rftrs-Cohnectors
Shthg-Frg-Bracing
5. Alum. Awn.; Colu mns-Connections-Spl ice- Decal- Enclosures
.6. Carports; Windows -Doors
7. Electric
8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9. Siding; Nai I i ng -Veneer -Stucco- Mesh
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors- Landings
12. Braced Wall Panels
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
POOLS (Plans) OK except #'s
1 . Setbacks- Easements
2. Soils; Compaction -Structure Stability
3. Pool Structure; Steel -Connections -Thickness
. Dead Men -Lining
4. Elec.; Receptacles and.Lighting, Distance-GFI
5. Elec.; Pool Lighting; 15 Volts-GFI
6. Elec.; Enclosures; Conduit Entries -Terminals- Listed
7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.,.
Boxes -Enclosures- Panel boards- Ins. to Main Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
11. Light Niche
12. Enclosure; Fencing -Alarms
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
4 = OK
0 = Not OK J, �
- = Not Applicable RESIDENTIAL
i ='Not Ready
Date
UNDERFLOOR (Plans) OK except #Is
24. Fixture & Transformer Clearance -Ins. Protection
Zoning -Setbacks- Easements- Flood -Slope
25. Elec. Receptacles Spacing -Lights & Switches at Doors
'2: Ftg., Main; Soils-Elec. Grnd.-/ T /" Ftg. Depth
26. Size Boxes & No. of Conductors Stapled
3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
27. Romex Installed Close to Edge of Studs & CJ
4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth
28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
5. Sternwalls, Main; Steel-Blockouts-Wrapped
29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 1
6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped
30. Subfeed Wire Size/ /ga. Cu orAI-A.C. Wire Size/ '/gaCuorAl
6a. Hold Downs and Special Anchors
31. Range Circle/ /ga Cu or Al -Oven Circ. / /ga Cu or Al
Insulated Neutral El Yes C) No
7. Slab, Steel -Wrapped
32. Service -Riser Conductors & Ground Main Disconnect
8. Piers -Fireplace Ftg.-Steel
33. Equip. Clearances Panels- Motors-Mech. Equip.
9. - D.W.V.; Fall-Fifting-Test-2 Way C/0 -Sewer Test
34. Clothes Closet Light -Shower Light -Spa Light
10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test
35. Smoke Detector
11. Water Pipe; Test -Anchors -Regulator -Service Test
12. Electric Underground
Card B-1 Date Card B-1
13. Plenums & Ducts; Clearance- Material -Su pport- Ins.
Card B-1 Date Card B-1
14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
MECHANICAL (Permit) OK except #s
15. Access & Ventilation
36. A.C. Ducts Insulation & Support
16. Insulation
37. Vent Fan, Exhaust above insulation
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
PLUMBING (Permit) OK except #'s
Card B-1 Date Card B-1
17. Water Htr.; Vent -Access -Combustion Air Baffle
Card B-1 Date Card B-1
18. - Water Pipe; Test & Anchor -Nail Protection
FRAMING (Pe.rmit) OK except #'s
19. D.W.V.; Test Fiftings & Anchor -Nail Protection
41. Sills Proper Materials & Anchors
20. Shower Pan; Test, First Floor -Tub Access
42. Walls Studs -Nailing Spacing & Braces- Plates -Sound
21. Test Tub & Shower, Second Floor -Tub Access
43. Bearing Walls over Girders & Floor Nailing
22. Gas Pipe; Sixe & Anchors
44. Draft Stop in Walls (rat proof) -
23. Fire Sprinkler; Test
45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
ELECTRICAL (Permit) OK except #s
24. Fixture & Transformer Clearance -Ins. Protection
25. Elec. Receptacles Spacing -Lights & Switches at Doors
26. Size Boxes & No. of Conductors Stapled
27. Romex Installed Close to Edge of Studs & CJ
28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 1
30. Subfeed Wire Size/ /ga. Cu orAI-A.C. Wire Size/ '/gaCuorAl
31. Range Circle/ /ga Cu or Al -Oven Circ. / /ga Cu or Al
Insulated Neutral El Yes C) No
32. Service -Riser Conductors & Ground Main Disconnect
33. Equip. Clearances Panels- Motors-Mech. Equip.
34. Clothes Closet Light -Shower Light -Spa Light
35. Smoke Detector
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MECHANICAL (Permit) OK except #s
36. A.C. Ducts Insulation & Support
37. Vent Fan, Exhaust above insulation
38. Condensate Drain & Overflow, Size & Grade
39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet
40. Attic Access & Platform if Furnace in Attic
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FRAMING (Pe.rmit) OK except #'s
41. Sills Proper Materials & Anchors
42. Walls Studs -Nailing Spacing & Braces- Plates -Sound
43. Bearing Walls over Girders & Floor Nailing
44. Draft Stop in Walls (rat proof) -
45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
46. Headers & Beams -Size & Bearing
Ungle & Duplex)
Date FRAMING (Continued)
47. Hangers -Post Caps-Anchom-Connectom
48. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rtng.
49.. Fireplace Ties or T�pe 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 X -Check Garage 3rd Story, 2 Exits
55. Stairs; Width- Headroom- Rise- R un -Landing- Fire Protection
56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
57. Siding -Nailing Veneer
58. Stucco Mesh -Drip Screed -Fd. Vents-UnderfIr. 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 his
64. Ext. Steps -Door & Sidelight Prolection-Landings
65. Smoke Detector q � �
66. Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor- Ducts-tyl ech. Protection
67. Bedroom Exiting
68. G.Fl. & Bath Fixtures & Tub Accass-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-RR.V.
in Garage; Above Floor-Mech. Protection
78. Plb.; Elec. & Mech. Equip. Listed for Location
79. Elec. Receptacles in Garage (FF.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 0 Yes
83. Following Inst1d./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No
,84. Stucco Brown -Finish
85. A.C. Unit Disconnect, Electrical -Plumbing
86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
87. Water Well, Disconnect, Electrical, Plumbing
88. Exterior Elec. Trim, G.F.I. Receptacle- Underground
89. Ventilation Throughout House
90. Glass Protection
91. Corrections from Previous Inspections
92. Gas Test -Meters Tagged, Gas -Electric
93. Water & Sewer Connected -C/O to Grade -HD Approval
94. Energy Compliance Certificate -Other Certificates
95. Address Posted
96. Fire Sprinkler
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Comments at Final:
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive * Oroville, California 95965 * Telephone (530) 538-7541 02_ff Rl�� 0.
(Rev.12/96) APPLICATION AND PERMIT I
ASSESSORPARCELN MIBER
065-4u4O-OO2 I
ZONING I
BUILDINGPERMIT
OWNER GIAZE.- JAMES k I ISA
TELEP 11 HONE
SO. FT. OCC. BUILDING VALUATION
R 77,760.00
OWNERS MAJUNG AffDRESS
6281 SPAR WAY, MAGALIA, CA 95954
.1440
CONTRACTORS NAME
CHTCD MHS 1995-1774
TELEPHONE
CONTRACTORS MAIUNG ADDRESS
P-0- BOX 4191, CHICO, CA 95927
CONSTRUCTION LENDER
Fireplace
LENDERS MAJUNG ADDRESS
Total Valuation 1$ 77,760.00
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee
$ 20.00
Permit Fee 540.50/2
s270.25
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee
$23.00
BUILDING ADDRESS
6983 SPAR WAY, MAGALT-.4
Energy Plan Checking Fee
$
$
PERMIT FEE
$313.25
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
Each Trap
1 7.00
USEOFSTRUCTURE
SF 0 Duplex 0 Mobilehome.0 Other
SPECIFY
Solar or heat pump water heater
23.00
Water piping
15-0015.00
Each gas water heater or vent
15.00
TYPE OF WORK
New 0 Addition 0 Remodel 0 Ufilifies 0 Installation 0 Other 0
Describe Work: EX MH 'PERM FND FX SITE
Gas piping system 1 - 5 outlets
15.0015.00
Building sewer
15.00
Mobile Home I S I G I WF__
920.00
PERMIT FEE
$ 50. 00
ELECTRICAL PERMIT
Filing Fee 20-00
500V OR LE::
Main Service .A OR
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in force and effect.
License Class �21_
tj 7 Lic. No. 7
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
0 1, asowner of theproperty, ormy employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
0 1. as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
0 1 am exempt under Sec. Business and Professions Code for this
reason
Main Service 200A TO 1000A
46.00
NEW CONST. DWELLING UP.
OR ADDNS. S.
. C. agO
so.
3.50FT.
NEW CONST. MULTI -OUTLET
NON-RESID. BRANCH cjgculn
@7.50
OWE.RAPPALRATUS
( P31N
Ex. Occup. ( OUTLET OR FDn`URES
20 @ 1.00
SAL @ .50
Ex. Occup. E TS (PL.16.1 E
( OaEDAP M OR...
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
Pre -Inspection
PERMIT FEE
$
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
0 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
0 1 have and will maintain workers' compensation Insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
MECHANICAL PERMIT
Filing Fee 20.00
Heating
Cooling
Hood
6.50
Ventilation
PERMIT FEt
$
Policy Number
ie above sections need not be completed if the permit is for work of a valuation
f on e hundred dollars ($100) or less.)
W/1'certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
orp ' compensation provisions of section 3700 of the Labor Code, I shall
O,rthwit comp y with those provisions.
X Date lljt�-02_-
Sign 07wngr-9�Montractor 0 Adent
An HA ermit is required for excavations over 60" deep and demolition orconstruction
of ruct es over 3 stories in height..
Mobile Home Installation Fee
$
Energy Inspection Fee $
OCC
CONST. TYPE
TOTAL FEE $ 363.25
�.A
PO HD
T
ISSUE
This permit is hereby issued under the
of the Butte County Code and/or
indicated above for which fees have
By
ERMIT EXPIRES ON\\,P.-I
applicable provisions
Resolutions to do work
been paid.
D t
t (Dat,)
ReceiptNo. 364400 $ 63.25
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD -APPLICANT
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140
'' - At
PERMIT APPLICATION DATA SHEET
'ASSESSOR PARCEL NU,
/7 Af Vml /V YU 1/')/
Proposed Building Use: Counter Technician: Date:
Items required in order to ap�ly for a pdmit. X11 boxes NWST be check PR marked NA in order to apply.
0 5.
EJ �.
0 7
Plot plans, 3 or 4 sets, signedty the preparer of the plans.
,Complete plans, 3 or 4 sets, signed by the preparer of the plans.
lEngineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
Engineered truss details and layouts in duplicate. No faxes!
Energy compliance design and supporting documentation in duplicate.
Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or
foundation plans, all in duplicate.
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.
indexed and returned to the plan review line-up when required items are received.
Date Received
0 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................
0 9. Plot plan and business license approval from the Ciiy of Biggs ................................ " -
0 10. Letter of intent for non-residential buildings .......................................................
0 11. Detached Accessory Building Form filled out by the owner .....................................
0 12. Hazardous Material Form ...............................................................................
.0 13. Other ....
The.permit will be
Remaining items needed to issue the permit. (May require additional plan review upon receipt of the followinj items.)
0 14. Fees as shown on the attached Schedule of Fees Due Sheet .......................................
0 15. Statement of Intent for Non -heated and A/C Buildings .............................................
0 16. Sanitation and plot plan approval from the Environmental Health Department in
0 17. City of Chico Plumbing permit .......................................................
..................
0 18.. California Department of Forestry plan approval 0 paid. Sent. by: . ......................
0 19. Planning approval for (A) Use: _(B)Parking: . (C) Parcel Check:
0 20. Contact Land Development about 0 Improvements, 0 Arainage ...............................
# 2 1. Encroachment Permit flop dri fro 0 )ept onstruction approval prior to occupancy).
t23- " 2 _P Liu, W4
re-Inspectior f required ................
C
Contractor's li ;e information. (Num6er, Name Style, Classification) ......................
0 24. Worker's Compensation Carrier and Policy Number ..............................................
0 25. Owner -Builder Verification (0 Given to owner, 0 Mailed to owner) .....................
0 26. Letter of Signature authorization ....................................................................
0 27. Recorded copy of Agricultural Acknowledgment Statement ....................................
0 28. Manufactured home utility clearance ......... ..... . I ....................... .......
0 2 9. Di6t i viola�titA*d/, r expired permits...' .............................. ......
I
0 30 rant Deel Title/Statement of Ft Zetler from Legal Ownerf heck to H.C.D. $
0 31. Other: I
When issued Telephone L+ and hold for pickup.
I have been
�"011-med of the above items and require*nts for obtaining a building permit.
�11
Applicant:
// ) 0/ C
Date: Jr - / -r,
Lo
1. Index permi/appl�tion for the above items numbered: Plan Check Letter
2. Additional Aems required
Contractor, designer, owner, was advised cf the above data by 0 phone, 0 mail, 0 counter, by _Date:
Contractor, designer, owner, was advised of the abo e day by 0 phone', 0 mail, 0 counter, by _Date*
Plans reviewed by: _ az- Date: // 7,11 Q?— Plans approved by: _Date:
Structural reviewed by: Date: -j— Structural approved by: Date:
Note transfer by: Date:
Yellow Ruildinp Diviqinn
OWNER -
LOCATION:
PIRE-INSPECTION REPORT
L, RX M=—= r 1—
'Sri
RIP M65 N A I
O� O� M 0 F MR, 14 1 L
ON �5�=
DATE: 2,
A.P.# ZJ L-� b-*** 6 2-
I --
CONTRACTOR.� ZOMNG:
PRE-INSPET1014 FOR. UW .�Ic 4 aAa
Ij qll)7
DATE TO INSPECTOR: PERIKIT HISTORY:( )NONE (AIAS FOLLOWS: -------
'S REPORT
BUILD&G INSPECTOR
Building Description:
Coonuncrcial/Usap:
ResidcndaY# of Units:
Currently Occupied
Abandoned/Vacant
Electric:
Yes No- Electric currently On Off
Condition of Electric
.Ga3:
Natural Propane- None Currendy On Off
Obvious Problerns:
Sanitation:
Plumbing Workin
Well Working Potable Water
Obvious SewageProbleras
Comments:
ACTION RECOMMENDED: ISSUE: HOLDFOR
Inspector. Date M�
Sketch buildings on reverse and indicate location on pi-ope.ri
4 e 6
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive 9 Oroville, California 95965 - Telephone (530) 538-7541 P
I Rev. 12/96) APPLICATION AND PERMIT �P
ASSESSORPARCEL; fASIR
ZONING' 7111 KI r_1 0 1!t
BUILDINGPERMIT
ELEPHONE
B 7
S LD LUATaE1&#-
--6;NER'S &WWKLWQNSS_
CONSTRUCTION LENDER
LENDERS VALINQ ADDRESS
ARCHrrECT OR ENGINEER
ARCHITECT OR ENGINEER7S MAILING ADDRESS
BUILDING ADDRESS _/_ -7 U
LOTNO. I SUBDIMIONSNAME
LISEOFSTRUCTURE
SF 0 Duplex 0 Mobilehome 0 Other
TYPE OF WORK
New 0 Addition 0 Remodel 0 tArItie 0 bstakti
Describe Wor
*PERArT FEE PAlb
SRA
SHERIFF
OTM
0 .
AMOVNT RECEMb
.--7 -
$ 5%0
KIMS4r U NVA%M
* TO to " zwo COARKIttk-
Total Valuation Is
1-ning I-ee
$ 1
0 '
23.00
-
0*
20.00
Permit Fee
.3
�ck ffFe
$
-
-
A-'
,
Plan Checking Fee
' n e
$
$
@7.5;
-,Energy Plan Checking Fee
S
f
LE
S
Ex. Occup.
ou r 00 �
TLET R FIXTURES
PERMIT FEE
S
iRjr6,G,F1
5.00
PLUMBING PERMIT
_7 2-3.00
Filing Fee
20.0()
Each Trap
A ', _L -%
7.00
ic
Solar or heat pump water heater
23.00
Water piping
15.00
Each gas water heater or vent
15.00
Gas piping system I - s outlets
15.00
-
Building sewer
15.00
Mobile Home G W �
@20.001
I - PERMIT FEE 1 $
I ELECTRICAL PERMIT 1 1 Filina Fee! 20.
Main Service
'0R,ss'
23.00
Main Service
200A TO i , 000A
46.00
NEW CONST.
OR ADDNS.
DWELLING Occup.
& ACC. BLOS.
3. 5 . s,',
N CONS
@7.5;
1 POWER APPARAT
'�Nl'l kClFL
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Ex. Occup.
ou r 00 �
TLET R FIXTURES
X
Ex. Occup.
iRjr6,G,F1
5.00
Temporary Service
_7 2-3.00
Nbile Home Facilities
1 20.00
A ', _L -%
1 23.00
I PEFMIT FEE I S I
I MECHANICAL PERMIT I Filing Feel 20.00 1
I Hood 1 1 6.50 1
PERMIT FEE S
Mobile Home installation Fee $
Energy Inspection Fee $
Occ
_7 IT.
4C0T"YP.E
TOTAL FEE $
-Z- D. FEES I IMP I FLOOD I COF I PARCEL I PO I NO tSSLE
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. CANARTASSESSOR PINK-INSPEFTOR 'GOLDENROD.AppLICANT I
Date
-VECTOR. DYNAMICS
FOUNDATION -SYSTEM
WIND ZONE I & 2
INSTALLATION INSTRUCTIONS
For the State of California
Release Date 8/13/2001
SIN LE V -DRIVE
PAGE
12
MM2MOM MUNIJAI It) 3YFrEM
SECTION
NUMBER
INTRODUCTION'
`2
PIER HEIGHTS,
3
'GENERAL INSTALLATION
4
SET-UP INSTRUCTIONS
5 5a''
METAL PIER & V -DRIVE;
6
PARTS LIST i I ,
7, 7A, 7B &, 7C
CONCRETE INSTALLATION
-8&9
SCHEMATICS
TRIPLE SECTION
W IND ZONE I tINGLE SECTIOI� 10
SIN LE V -DRIVE
--METAL PIER
12
MM2MOM MUNIJAI It) 3YFrEM
DOUBLE SECTION'
'.13,
HEALTIMWEAppl-OMN 18551
-TRIPLE SECTION
14
APPROVED
WIND ZONE 11 -'SINGLE SECTION
15
SU13JECT TO CORRE ONS NOTED
DOUBLE SECTION
16
TRIPLE SECTION
7'
APPROVAL DOES NOT AUTHORIZE OR APPROVE My'
OMISSIONS OR DEVIATION FROM REQUIREMENTS OF
APPLICABLE STATE LAWS AND PLEGULATIONS
SOIL CLASSIFICATION
.18
State of California -
Department of Housing and Community Developrnent
COMPONENT. PARTS AVAILABLE UPON REQUEST
DrVi PMS�AND STANDARDS
<
(sign,01ure)
9CI IF
SPA NO.
U6 Am Appm*al &A -p -MG
Foundation System
02- — 31 IF
SME
Comm
BUILDING DEPAR I M
A P PIR n v0n,
0,51301,14&
Tie Down Engineering, Inc.
VECTOR DYNAMICS INSTALLATION INSTRUCTIONS
Intoduction
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 & 11 &
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 & 11), are available through local distributors of Vector Dynamics or directlyfrom
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 & 11 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 mufti section hornes:.
Main rail minimum spacing of 86 inches or greater..
Nominal 8 foot or less top plate height it 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 ifiches (�ee page 3).
WIND ZONE I
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 eavemidth of 12 inches on each longitudinal side of home.
WIND ZONE 11
-.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 fL, 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 11 & Ill. 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 e . xposure "D" homes. Exposure "D" homes are homes located within 1500
feetof the coastline.
Additional v6rtical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations include shear walls, mar -
ria e 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
verl:61 ties.,.
'Page,2. California -8/2001,
I
Figure I
Maximum Pier Height (LVind Zones I & IL"I
The Vector Dynamics Foundation System may be used on homes w6h 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 11, and where the pier heights exceed 24 inches on a single section home in Wind Zone 1. 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)
5 in.
iax.
k
Unequal Pier Heights (Wind Zones I & 11 only)
Vector Dynamics 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-cannbt 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 se6tion home in Wind Zone 1. 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 the most recent
regulations in your state.
Pagg 3 California "��02001
56 i
Ma
Figure I
Maximum Pier Height (LVind Zones I & IL"I
The Vector Dynamics Foundation System may be used on homes w6h 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 11, and where the pier heights exceed 24 inches on a single section home in Wind Zone 1. 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)
5 in.
iax.
k
Unequal Pier Heights (Wind Zones I & 11 only)
Vector Dynamics 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-cannbt 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 se6tion home in Wind Zone 1. 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 the most recent
regulations in your state.
Pagg 3 California "��02001
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 & 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 D 1784 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 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 with welds.
Page 4 California 8/2001
Set -Up Instructions for the
Vector Dynamics Foundation System
#59007(Kit #59007 is interchangeable with Kit #59018)
Short
1. SETVECTOR FOUNDATION PADS Long
7777 Clear all loose vegetation from the immediate Short U -bolt U-boft
U -bolt
area where your Vector foundation pads will
rest. Press or hammer pads into the ground.
Tip: Place a 318" nut on each U -bolt to keep it V"
in place while you position the Vector pads.
7--
�tl �Y
7.
2. SET BLOCKS (OR PIERS) ON
VECTOR FOUNDATION PADS
Center the foundation blocks over
the Vector pads. Place the pre-cut
4x4, 2x4's (side by side), Schedule
40 PVC (w/PVC 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 I-
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
tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 206 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 Instr*uctions for
Vector System #59018
(Kit #59018 is interchangeable with Kit #59007)
A
0
Long U-3
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
California 81001
I Vector Dynamics
Metal Pier Installation
For metal piers, place the piers in the center of the Vector pads. Set the single 44 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
for rocky soil
Installation:
conditions
V -Drive anchors are used only with
Zone 1, single section homes.
Soil Class 1,2,& 3.
V -Drive anchors are used only in Wind Zone 1, 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 discarded. In place of the short 2xil's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the
Vector pier set to 5 inches from the side wall of the home.
Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through
the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive hqgd. Attach a strap
with hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten inchJ50h5Qhe 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 Dyna Ics
MAW -
Foundation Systems
Component Parts List,
------------- -------------------------------------------------------
------------------- 7 -------- -----------
-i Mi
...... ....... "I v Vector System 2000
Kit # 59018
Single piece pads with straps
and slotted bolts
Part Ys included: 59310, 59288,59135,10925, 59279,83044z, 59232 & 59732
------------------------------------------ ----------------------------------------------------------------------
Vector System
Kit # 59007
7-.
Part Ys included: 59275,59282,59276, 830442 & 10999
------------------- -------------------------------------------------------- ........................ M .......... 7
<vP
gc� Concrete Vector System
Kit # 59008
(for single stack blocks)
Part Ys included: 59277, 59282, 10530, 83044z, 59279 & 59232
----------------- ------- --------- --------- ----------------------------------
Concrete Vector Syitem,
Kit # 59006
(for double stack blocks)
Part Ys included: 59273, 592K, 10530, 83044z, 59232 & 59279
Page 7 California 8/2001
-Vector Dynamics'
Foundation Systems Component Parts List
Vector 2000 3 Sq. Ft. Pad
Part # 59271
i.required with 59026 Longitudinal System
2 required with 59024 Lateral System
----------------------------------------------------------------------------------------------------------------
Vector Lateral Hardware Kit'
Kit # 59024
(for use with 59271)
Part Ys included' 59281, 59288,10925, 59232 & 83044z
...............................................................................................
40
V -Drive Anchor Kit
Kit # 59287 (for use with Kit#59007 only)
Part �'s included: 59269, 59113, 59282 00999
............................. -------
7'
Adjustable Steel A. Schedule 40 PVC pipp: 3-1/2" or'4" -nominal
Compression Strut schedule 40 pqlyvinyl chloride pipe or conduit made
P/N 59043
from type 1, grade 1, with cell classification 12454,
as defined in ASTM D1784. Compound dimensions
and tolerances in accordance to the requirements of
Or ASTM D1785D. Color can be gray or white. Outside
these products available diameter is 4 inches.
at your local hardware store
,i e B. Ground Contact Rated Wood: No. 2 yellow pine or
�_q Xf e equivalent, pressure treated to AWPACI-1990 mini -
S mum, stamped "Ground Contact Rated" on wood or on
0JAe
label attached to the wood when purchased'.
?,es -
Page 7A California 8/2001
Vector Dynamicsindh4dual Component Parts DetaH
Vector Dynamics Single Block Pad
Part#59275 1 Sq.Ft.,12gauge,usedin 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 Stock Concrete Pad
Part # 59277 12 gauge
17-1/4" x 11" x 5-5/16"
Vector Dynamics Double Stock 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"x 19.418" x 3"
Vector Dynamics Tension Link
Slotted Bolt
0
Part # 59282 Part # 59135
6.25" x 2.52" Y
3" x 5/8"
Vector 2000 Te�sion Link
Long U -Bolt w/Nuts & Washers
Part # 59288 Part # 83044Z
2.125" x 2.375" x 2.06" 3/8" x 4" (16 Threads Per Inch)
Short U -Bolt w/Nuts & Washers -
Concrete Wedge Anchor
Part # 10530 Part # 10999
3/8".X 3-1/2" .3/8" x 3" (16 Threads Per Inch)
Page 713 ' ' ,
California
1
Protecto-Strap Carriage Bolt w/Nut & Washer
Part #59276 Part # 10925
6.3" x 3.3" x 7/8" 1/2" X 2-1/2"
Protecto-Strap
Strap Protectors Part # 59279
Part # 59232
6.3" x 3.9" x 7/8"
PVC Adaptor -
Part # 59281 Carriage Bolt w/Nut & Washer
7.25" x 4/56" x 1.42" Part # 10624
3/8"-16 x 4.5"
Tie Down Marked &
Certified G60 Galvanized Strapping
Model Part # Length
MS35 59150 35'
MS37 59155 37'
Tie Down Marked & MS42 59160 42'
Certified GI 20 MS60 59165 60'
Strap w/Swivel Connector MS600 59170 600'
Part # Length
59732 12'
59734 14'
59736 16' Frame Tie w/Hook
8 ft. P/N 59195
10 ft. P/N 59210
Earth Anchors
12 ft. P/N 59211
Longer Lengths Available
30" x 3/4" with 2-4" helix
Black Paint: Part #59095
Galvanized: Part #59079
Earth Anchor Stabilizer
V -Drive Head 12" wide
Black Paint: Part #59292
Part #59269
Galvanized: Part #59294
Drive Rods
Part #59113
rage i u
UdIffurrila
O/Zuu I
6
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 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 (galv. 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
MIMI
Ift-ft
0000
Vector pad
for
concrete
Concrete
footer
Wood Cap
and wedge
Outside
Tension
Bracket
Wfekde
B
Page 8 Californi 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 9/1.6" 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
Vector pad
e"
010
0 for
concrete
Inside
Tie Bracket
'00�
Compression
boards
O�WT-1 `_1
U -bolt Page 9
Concrete
footer
California tt4/2001
WIND -ZONE I
Vector D namics Systems Required
for gingle Section Homes'
AMaterials Req'bired)
me
V10 erns.
le �( 5�
f eca,�on
spac
OM
mple O's cielne" Lo'O
Ot be
on M 'JI
MOW at%
d
ads a(A ��k
0,30da"10 46 -
tip.
-2
(C) 2
CD
X
NOTE: Vector Systems should be spaced as evenly as
is practicable along the length of the home. Pier spacing
must be consistent with home manufacturers' installation'
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
0 WIND ZONE I Anchors Required*: 30" with 4" helix anchor (59095),12" stabilizer plates (55292),
(not to scale) .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
3
Each Vector Foundation System requires
V One \bctor Kit, 2 slotted bolts
V 2 ea. 1-1/4 in. ties, length will vary with pier height
(4725 lb. min. break),
Y 1 ea. 4 x 4 pressure treated wood
. compression member.
V or 2 ea. 2 x 4 pressure treated wood
. compression member
V or I ea. 3-1/2" or 4 nominal SCH 40 PVC
00.
Anchor and stabilizer plate' combination pipe compression member
N) \_ I � I _ Z Y or TDE adjustable steel strut',
0 2 sq. ft. 'ad
0 P
0
2L
a)
le.
A.111
011ma"a'a-M.-a �10.
0-01—p"100- M
V -Drive anchors
are used only in
WIND ZONE I
I.N
(not to sc=,#
sq. ft. pad /
NOTE: Vector Systems should be spaced as evenly as
Is practicable along the length of the home. Pier spacing
mist be consistent with home tnanulaottireiV kistallation
andfor 90 mWilerraft
Maximum allowable working drag load
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
1-1/4" frame ties w/4725 lbs. min. breaking strength.
When using "V" Drive Anchors
Home Length
Vector Systems
-
Anchors Required
Each Vector Founcration systern requires
One Vector Kit, 2 'V" Drive Anchors, 4 slotted bolts
WIND ZONE I
Per Side
2 ea. 1-1/4 In. tie, length will vary with pier height
(4725 lb. min. break).
1 ea. 4 x 4 pressure treated wood compression member
0 to 72'
3
3
Vector Dynamics Systems Required
or 2 ea. 2 x 4 pressure treated wood
compression member
Single Section Homes
73'to 90'
4
4
or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression
Difficult Soil Conditions
1
member (center compression member only)
0,600tems.
e
d&r%es
SIS
sectko otor 3000%
g lot \/e �W%on fn
%nska
Spec%,, e
Mpieo ger%eO toy%o
sy�3 be
S'00%NS must
a nd S
ads
ouindat'
-U
malL. tip
(D
0
2L
a)
le.
A.111
011ma"a'a-M.-a �10.
0-01—p"100- M
V -Drive anchors
are used only in
WIND ZONE I
I.N
(not to sc=,#
sq. ft. pad /
NOTE: Vector Systems should be spaced as evenly as
Is practicable along the length of the home. Pier spacing
mist be consistent with home tnanulaottireiV kistallation
andfor 90 mWilerraft
Maximum allowable working drag load
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
1-1/4" frame ties w/4725 lbs. min. breaking strength.
When using "V" Drive Anchors
Home Length
Vector Systems
-
Anchors Required
Each Vector Founcration systern requires
One Vector Kit, 2 'V" Drive Anchors, 4 slotted bolts
Required
Per Side
2 ea. 1-1/4 In. tie, length will vary with pier height
(4725 lb. 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
I
1
member (center compression member only)
- or I TDIE adjustable steel strut
"V" Drive Anchor, Part Number 59269 2 ea. W pressure treated wood for
"V" Drive Anchor connection.
Note: PVC pipe cannot be substituted for wood on the
"V" Drive Anchor connections.
TIE
OWN
Metal Pier Sets
ZONE I
Vector Dynamics Systems Required
for Single Section Homes Up to 72
(Materials Required) YOMe de�'Anes,
ed%on s1stem cj%3%
(lie 5 ject0f m0%3
. 9 11of akkav%on
spact,19 e -lost
pie 0 , geneta Y%om
slno%NG t be to
%%kostT
a,,d
on pads
IF oLjr%daV%
CD
'34 ft. may, -
0
R
61
00
C)
R., Sa
Soil Classifications: 2, 3, 4A, & Q
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 lb. 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 ana staDijizer piate comoination
NOTE: Vector Systems should be
spaced as evenly as is practicable
along the length of the home.
WIND ZONE I bome c �e
Vector Dynamics� Systems Required �Ctjon , S,steT. J%i%de,_
Iola s \JectO MOO
for Double Section Homes 2 it dOl ding lot aw.0"
e
9\ec eT3% Spa 00,
(Materials Requiredl - - - get\ t be to
e)(a S'no' M%3S
%JStV3V%oo ac:%og
ds and SP
0
"tig
(D
C.A)
Maximum allowable working drag load
for the Vector System with the steel
compression strut Is 3,150 pounds per NOTE: Vector Systems should be spaced as evenly as
the K2 Engineering test report. is pricticable along the length of the home. Pier spacing
must be consisted with tow manufachffers' Installadon
irtstruotions sWor state requiremerb.
Soil Classifications: 2, 3, 4A, & 413
Soil Bearing Capacity: 1,000 PSF minimum
%AIIKlr) WIMP i Anchors Required: - None (marriage wall anchors may be required by home manufacturer)
(not to scale)
3
Home Length
Vector Systems
Required
0 to 48'
2
48'to 71'
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 lb. min. break),
I ea. 4 x 4 pressure treated wood
compression member
or 2 ea. 2 x All 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
C)
C=) 2 sq. ft. pad
CID
--L
-9h,
C)
2L
OD
C�
WIND ZONE 1
Vector Dynamics Systems Rei
for Multi Section Homes
(Materials Required)
Soil Classifications: 2, 3, 4A, & 4B
Soil Bearing Capacity: 1,000 PSF minimum
WIND ZONE 1
NOTE: Shear wall, ridge beam support posts &
marriage wall straps & anchors may be required by
the home manufacturer.
Vector systems should be spaced as evenly as Is
practicable along the length of the home. A two foot
variance + or - Is allowable at each system.Pler
spacing must be consistent with the home Installation
manual.
\ 2 sq. ft. pa/
Maximum allowable working drag load
for the Vector System with the steel
compression strut Is 3,150 pounds per
the K2 Engineering test report.
Materials: Each Vector foundation system requires
One Vector Kit
2 ea. 1-1/4 in. ties (4725 lb. 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 I TDE adjustable
steel strut
Anchors Requirf
Home Length
Vector Systems Required
Per Side
Homes up to 48'
2 Vector Foundation Systems
0
Homes over 48'
3 Vector Foundation Systems
0
up to 52'
Homes over 52'
4 Vector Foundation Sys
0
up to 76'
1
WIND ZONE 1
NOTE: Shear wall, ridge beam support posts &
marriage wall straps & anchors may be required by
the home manufacturer.
Vector systems should be spaced as evenly as Is
practicable along the length of the home. A two foot
variance + or - Is allowable at each system.Pler
spacing must be consistent with the home Installation
manual.
\ 2 sq. ft. pa/
Maximum allowable working drag load
for the Vector System with the steel
compression strut Is 3,150 pounds per
the K2 Engineering test report.
Materials: Each Vector foundation system requires
One Vector Kit
2 ea. 1-1/4 in. ties (4725 lb. 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 I TDE adjustable
steel strut
(D
0
WIND ZONE 11 (Hurricane)
Vector D:Lynamics Systems Required
for Single Section Homes
MS
(Materials Requiredi sedlon bogir,'k- ,i%deVjnes A
j\e lot \jeckO! maf%u
,Zr- ome 10
01 3
Y%O,Ns get\, to
S. ,t be
10
\k\\3sttal SP
0 Paos
IF O'Jt\dak%o
tc
WIND ZONE 11
(not to scale)
00
2 sq. ft. pad
Home Length
Vector Systems
Required
-I'- -
*NOTE: For single section homes 2
Eaves 6"
or less
Eaves over 6"
less than or
equal to 12"
eaves that exceed 6 Inches,
4
4
with
49' to 60"
5
In Zone 2, two additional frame
6
6 1' to 72'
tie anchors with stabilizer plates
6
7
(one anchor and one plate per
7
7
side) must be Installed In additon
85' to 90'
8
to the number of anchors listed
9—
In the chart below.
Maximum allowable working drag load
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
Per S Ida *
Eaves 6"
or less
Eaves over 6"
less than or
equal to 12"
0 to 48'
4
4
5
49' to 60"
5
5
6
6 1' 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. p , 'pacing
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 lb. min. break).
I ea. 4 x 4 pressure treated wood
compression member
or 2 ea. 2 x 4 pressure treated wood
compression member
or I ea. 3-1/2" or 4" nominal
SCH 40 PVC pipe compression
membe
or I TDE adjustable steel Strut
0,
WIND ZONE Il
Vector Dynamics Systems Required YOme
for Double Section Homes e -,dekine
edlon SIS nua� civ,
ble \Jectol me
(Materials Required) It dotj . IC3 Jot taw0on
\ Spec,% P
eta Vom ons
�Oqke �,,, ge" to
\Io be_
Pad
NOTE:
Vector Systems should be spaced as evenly as Is prai
the length of the home. Pier spacing must be consistc
manufacturers' Instructions and/or state requirementi
0 WIND ZONE 11
a (not to scale)
3
0)
\ 2 sq. ft. pad /
Soil Classifications: 2, 3, 4A, & 4B
Soil Bearing Ca,acity: 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'
(D
Maximum allowable working drag load
-.A,
for the Vector System with the steel
a)
compression strut Is 3,150 pounds per
6
the K2 Engineering test report.
NOTE:
Vector Systems should be spaced as evenly as Is prai
the length of the home. Pier spacing must be consistc
manufacturers' Instructions and/or state requirementi
0 WIND ZONE 11
a (not to scale)
3
0)
\ 2 sq. ft. pad /
Soil Classifications: 2, 3, 4A, & 4B
Soil Bearing Ca,acity: 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
1 8
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 lb. min. break).
I ea. 4 x 4 pressure treated wood
compression member
or 2 ea. 2 x 4 pressure treated wood
compression member
or I ea. 3-1/2" or 4" nominal
SCH 40 PVC pipe
compression member
or 1 TDE adjustable steel Strut
-U
a)
cc
CD
--k
-4
00
WIND ZONE 2 F-�
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.
2 sq. ft. pad
Soil Classifications: 2, 3, 4A, & 4B
Soil Bearina Caoacitv: 1.000 PSF minimum
J
*Anchors Required
Home Length
Vector Systems Required
Per Side
Homes up to 48'
4 Vector Foundation Systems
4
Homesover 49'
5 Vector Foundation Systems
WIND ZONE 2
wow%i�cef�s- oide
. I
Vector Dynamics Systems Required
\1 eck " 00""319
xx
0
(%stsi\8
6 Vector Foundation Systems
6
3 Section Homes
must
Homes over 73'
(Materials Required)
ds
up to 84'
Homes over 85'
8 Vector Foundation Systems
8
up to 90'
-
tv,
Maximum allowable working drag load
for the Vector System with the steel
compression strut ls� 3,150 pounds per
the K2 Engineering test report.
WIND ZONE 2 F-�
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.
2 sq. ft. pad
Soil Classifications: 2, 3, 4A, & 4B
Soil Bearina Caoacitv: 1.000 PSF minimum
J
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 lb. min. break)
I 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 I TDE adjustable
steel strut
*Anchors Required
Home Length
Vector Systems Required
Per Side
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 lb. min. break)
I 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 I TDE adjustable
steel strut
DESIGN INSTRUCTIONS
VECTOR DYNAMICS INSTA�LATION
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, Clast
5 conditions (above 50 in. lbs.), contact Tie Dowr.f Engineering.
SOIL CLASSIFICATIONS
Soil Class
Types of Soils
Blow Count (ASTM
Soil Test Probe (1)
131586)
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,'cl.ays,
and corals.
Medium -dense coarse
24-39
350-549 in. lbs.
3
sands, sandy gravels, very,
stiffsilts and clays
4A
Loose to medium dense
14-23
275-349 in. lbs
sands, firm to stiff clays
413
and silts, alluvian fill
175-275 in. lbs
Peat, organic silts,
0-14
175 in. lbs
5
inundated, silts, loose fine
andlower
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.
Page 18 California. 001
RECORDING REQUESTED BY:
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE CA 95965
00PY. of Document Recorded
27-Mov-2002 2002-0065006
Has not been compared with
original
BUTTE COUNTY RECORDER
SPACE ABOVE THIS LINE FOR RECORDER USE ONLY
NOTICE OF MANUFACTURED HOME (MOBELEHOME) OR COMMERCIAL COACH,
INSTALLATION ON A FOUNDATION SYSTEM
Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section
18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described
hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be
indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents
to all persons thereafter dealing with the real property.
JANIES R. GLAZE AND LISA A. GLAZE BUTTE COUNTY BUELDING DIVISION
REAL PROPERTY GWNER/LESSOR LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY
6283 SPAR WAY
MAIIJNG ADDRESS
MAGALIA BUTTE CA 95954
CITY COUNTY STATE ZIP
SAME
INSTAIIATION MAIIJNG ADDRESS, IF DIFFERENT
CITY COUNTY STATE ZIP
SAME
UNIT OWNER (ifalso pmperty owner, write"SAME")
SAME
MAIUNG ADDRESS
CITY COUNTY STATE ZIP
UNIT DESCRIPTI
7 COUNTY CENTER DRIVE
MAILJNGADDRESS
OROVELLE, BUTTE, CA 95965
CITY COUNTY STATE 2IP
02-3192 (530)538-7541
GPERM]T
SIGNATUgEOFTDCAL, OFkCLkL
NONE
DEALER NAME (ifnot a dealer sale� write"NONE")
NONE
DEALER LICENSE NO.
GOLDEN WEST 1983 CANTERBURY
MANUFACTURER'S NAMM DATE OF MANUFACTURE MODEL NAME/NUMBER
GW6CALCT5298A/B 60 X 24 CAL266994/5
SERIAL NUMgER(S) LENGTH X WIDTH INSIGNIVIABEL NUNIBER(S)
REAL PROPERTY LEGAL DESCRIPTION ASSESSOWS PARCEL NUMBER A.P. # 065-440-002
SEE ATTACHED
HCD FORM 433(A) REV. 8/91
WHITE -County Recorder CANARY-HCD PINK -Applicant GOLDENROD -Building Dept
FOUNDATION SYSTEM-
OCCUP WY
CERTIFICATE AN
BUILDING PERAUT NUM[BER: 02-3192
Address or location of unit: 6283 SPAR WAY, MAGALIA, CA. 95954
Legal Description of Real Property: A.P.# 065-440-002
SEE ATTACHED
(x) Mobilehome/Manufactured Home
() Commercial Coach
Has been afffixed to the real property above by installation on a foundation system
pursuant to Health and Safety Code Section 18551.
Owner's name: JAMES R. AND LISA A. GLAZE
Owner's address: 6283 SPAR WAY, MAGALIA, CA. 95954
INSIGNIA OR HUD NUMBER: CAL266994/5
SERIAL NUMBER OR V.I.N.: GW6CALCT5298A/B
MANUFACTURER'S NAME: GOLDEN WEST YEAR: 1983
OFFICIAL APPROVING E";STALLATIO
AW&
DATE:
PHONE: (530) 538-7541
H.C.D. 513C
LEGAL DESCRIPTION
A.P. #065-440-002
All that certain real property situate in the County of Butte, State of Califamia, described as follows:
Lot 19 1, as shown on that certain Map entii1ed,"PARADISE PINES UNIT 3", which Map was
filed inthe Office of the Recorder of the County of Butte, State of California, June 17, 1970
in Book 35 of Maps, at pages 78, 79, 80, 8 1, and 82.
EXCEPTING TBEREFROM all of the valuable minerals beneath the surface of said land with
the right to mine and extract said minerals, it being agreed and understood that in all mining
operations the surface of said land will be protected against damage and that all mining salill
be carried on from tunnels, shafts or dirfts, having their orifices outside of the surface area of
the above described realty, all as excepted and reserved in that certain Deed from the Magalia
Mining Company, a corporation, to E.D. Stor'st, et ux, recorded September 4, 1947 in Book
423 of Butte County Official Records, at page 385.
AP No. 065-440-002
STATE OF CALIFORNIA - BUSINESS, TRAI'VORTATION AND HOUSING AGENCY
GRAY DAVIS, Governor
DEPARTMENT OF HOUSING �...D COMMUNITY DEVELOPMENT
&)SING
Division of Codes and Standards
�p
0
all z
Title Search
D
Date Printed: 11/15/2002
Decal #: LAE2751 Use Code:
SFD
Manufacturer: 9248 GOLDEN WEST HOMES Original Price Code:
AKF
Tradename: CANTERBURY Rating Year:
Model: CT523A 8 Tax Type:
LPT
Manufactured Date: 09/14/1983 Last ILT Amount:
Registration Exp� Date ILT Fee Paid:
First Sold On: 10/05/1983 ILT Exemption:
-NONE
Serial Number HUD Label Insignia Length Width
GW6CALCT5298A CAL266994 601
121-
GW6CALCT5298B CAL266995 601
121
Record Conditions: PPF Exempt
Registered Owner:
JAMES R GLAZE
LISA A GLAZE (Joint Tenants with Right of Survivorship)
14830 WOOD DR MAGALIA
MAGALIA, CA 95954
Last Title Date: 02/16/1999
Last Reg Card: 02/16/1999
Sale/Transfer Info: Price $23,945.00 Transferred on 02/27/1996
Situs Address:
6283 SPAR WY
MAGALIA, CA 95954
Situs County: BUTTE
Legal Owner:
WESTERN UNITED LIFE ASSURANCE CO
METROPOLITAN FINANCIAL CENTER
601 W I ST AVE DEPT 113300
SPOKANE, WA 99201
Lien Perfected On: 12/17/1993 12:.00:00
Title Searches:
BIDWELL TITLE
500 WALL ST
P 0 BOX 5173
CHICO, CA 95927
Title File No: 206033 -TMG
END OF TITLE SEARCH
k
A�
11/1 ' 4/02 THU 15:18 FAX. 5308940713 BIDWELL TITLE 2003
REFORMINIG RZOUnTIP BY
0101ELL TITLE A ESCRDW Co. 96!--007066 R,c ro,
Onw I I DOC
;I Ch&Ck 20. 00
3-171067 -KL3 Recorded
AND Wk4l!N FtECORM To ulficial Recordim
county Of
Jakes R. Glaze Butte
14$30 11004 Drive Canduco J. Grubbe I
Magalia, CA 95954 Recorder BWTC '7
800am 27-F*b-961. I Vs -
SPACE ABOVE THS LINE FOR AECOWWS URC
Grant De4d
FUWMED BY BUMU TffW & =MW CQW"y
Documi;mImyVmsWtaxis$ 11,00
) compuledoo ftll value ofpmpaty conveyed. of
-10 computed on PA value ofliam L-AmecoambrancummainimSmdame ofeale.
)Ouninc�retedma: unincorporated area And
sok A VALUABLE CONSIDERA11ON, recelpt.of which Is hmeby admowiedpd, ntmx D. GLAZE, a single man
hereby ORANT(S) to 4ARM p. GLAZE and LISA A. GLAZE, busband and Vito, as Joint Tenants
County of
the following descibed mal pvpmy In the uninearporatad am Butte
State of Califorrial
SEE THS ATTACHED SCHEDULE C FVR IMAL 1112CRIPTION
D ted, October 25, 1995
Vote= D. Glaze
Stale or emirtm , a A o -d
County of
Oil, 0 ---�—bsrom rm, the admignied. a Notary Nblic in and forsaW State rAmonally appeared
(rhit &me foroftial t?L0111 Wal)
=vgy knwm to m (m proved to rm on Un bm6 gf mliaktory
to be dm Mj:�s) w how m*s) Ww sutmm"W to dw wift
on dis hownsot do pm.=�($) or ft 'LIP011 bdW of Which the
pmw( ) atw Wilted the h3humt.
*U=
Wm%3 aj�rmd And offxw Sol
,,_ 0AU"'
S*Z AS AWVE
MAIL TAX STATEMEIM TO
GTE -DEO -05 (26W WS)
I
11,'14/02 THIT 15:19 FAX 5308940713 BIDWELL TITLE 2004
Ordar'No. 3-171867
SCHEDME C
The land referred to herein in described an follcvs;
All that certain real property situate in the County Of Butte, Stgte of
California, described as follows:
Lot 191, as shown on that certain map entitled, "PARAIDISE PXNES UNIT 3"
wh1ch Map was filed in the office of the Recorder of the County at autte",
State Of C411fornla, Juns 17, 1970 In Back 35 of Maps, at pages 78, 79,
80, 81 and 62.
EXCEPTZNG THEMMM all of the Valuabie,minerele ban'eath the surface of
eald land with the right to mine and extract said minerals, it being
figreed and understood that In all mining operations the sutftce of said
land will be protected against damage and that all mining shall be
Carried = from tunnels, shafts or drifts, having their -orifices outaide
of the eurince area of the above deacw1bed realty, &11.&0 excepted and,
reserved in that certain Dead from the MagalLa Mining Company, a
corporation, to H. 10. Storts, at ux, recoMed September 4, 1947 in Back
423 of Butte COUnty Official Remrde, at page 395.
AP No. 065-440-002
END OF DOCUMENT
MA VV9 00� 4 1 t =9*"P!'Yf
.11/14/02 THU 15:19 FAX 5308940713 BIDWELL TITLE
96-0706?
BIDVELL TITLE G SOCROV Co.
9.6-007067: R'wc Fee rj. 00
oyder 0 3-171967 -MLB 1 Check 113. ou
Recorded 11
AND WHO RECORDED MAIL IV Offlciftl Records I
County ot I
ROBERT V. CAMPBELL
P.O. Box 1639 Candace J. Urubbil I
Vista, CA 92085 RecordQr I
6:00am 27-Peb-96 I' RWTC
8PACt Aom rem UN9 ron RaconoEFre um
AP# 054-440-002 Short
Form Dwd of Thlet WW A&Wgrimient-of Rerft
T" FOAM PUMMIC By 111103WILL TnU A SCROW COMPAW
25th day of October , 1996 between
JAMES A. GUag and LISA A. GLUM. husband and wife
wrwe aldress Is 14830 wood Drive Maqalia hmincalled Thwor,
CA 95954
BIDWELL TMLE & ESCROW CO)DANY, a cotporstlea, a Ttustm, aW ROBERT V. UMPOELL and DARILYS
D. CMPBSU. busband and Wif a. am Joint Tenants
Witn==11111 IhMTnl=r W12VOCABLYGRANTS.TRANSFERS AND ASSIGNS toTRUSTU INTRUSTWng POWEROFSALE,
that Fropem in unincorporated area C=%tY of Butte
State of Cal6mla. described as.
WN M hTTiC9135D SUMS C FOR LEUL DESCRIPTION
*r Qwaate: " propeny,acartY W d9mr.grany diall be divested o(his title or Any Interest
themin inawm&awcrway,whvlwvolunmr9yorinvohmwly,wiftutmwdm first had wul obtained.
beneficiary " havzft tight,atilsoplionjodaWare XMI Ififttedness Grobliptiou secured beraby.Irrespeetiveordw maturity datespeeiried
in any rat evidencIns the um, Immediately 46 ow pry".
TOOMHER WMi the rau.1issues W Profits 1ha=(,SUB=, HOWEVU,to die *t.PWMffa;d audwily Siven to u4 conferred upun
BerwrxWy by patapVb (10) of tM provislon IrMpotallad hwk by raferanoe to collect ard apply attelt rentshaw arw prolits.
For 11110 PurPm Gf SMIRL11AF I - Pliftmum Of each ar"MU4 orrfWw 10corpotated by rdmum or mWood herein. 2. Psyment of the
Indebtcdam ovidorwill by oft Malaoq note of even 4BW herewith, and Any calmlan or renewal dereof, In ft Principal sun, of
S executed by Trustor In rivorof Bewficlaq orondcr. 3.Paymentof such fodkr um as the then mmrd owner
To Proleet 11169 Security of M Deed d7rrus4 TrodorAgrew BY the exwWm ard delivery of this Deed offro Rnd the note securrd
hcmby.tht provisioto Mto (14), Inclusive, of ft fidtiovedood offivot mcorded In San BarnmCuunty 4W &-wrpa County Octtkr to.
l96I.AfWifl(dlWWWJAtkJ DdOba2l,1961,113 ftb0QkAnd*tlMPW0fOjrjCjQR0Cord3 ind*oMoeorthetoUnlym(.�omicrordw county
where s@W propity Is laaairdiratad below opposite the Raw of suohmurity, YU:
COUNTY BWK PACE COUNTY BOOK PACE COUNTY BOOK PACE COUNW BOOK PAGE
A)affwft 4M e64 722 SW Placer 095 301 Berm 29 335
Alpine 1 250 39 PMTAS 15i 5 §IkWyou 408 181
Arhadof 104 348 Lawn 171 471 FlIVeralds 3M $23 WMO 1105 182
Bung 1146 11 Loa Argelso TM 810 Soeramento 4331 62 llkmanta 1961 680
Calavern 146 152 Madam 810 170 Son Saft 271 363 ftnislaus 1715 456
Column 2" 017 Morin 1aW = Ann A-m-rdino Sso? 61 sulter 572 29?
conles Costa 3078 47 Marlpoan 77 214 San Feanolm A332 906 Teharna 401 289
Dai'Noda 78 414 Mand,cltw 579 = Sari JD" 2470 311 Trintly 93 366
El Oorodo 568 4W Merced 1547 SM San LUIS g am 1151 12 Tulare 2294 275
Fresno 4620 572 Madoc 184 851 San Maim 4079 420 TWumne 135 47
Glann 422 1184 Mono 62 429 Santa Bertwa 1878 860 VerAum 2062 3N
Humboldt 867 627 Monlemy 2194 SM Sonia CW% SUS 341 Yolo 03 245
IMP&WI 1091 501 NV& wo es Santa Crux 1431 494 Yuba 334 488
Inyo 147 SM Nevada VA 320 Shlabi 684 52B
Kom 3427 60 Orange 5509 611 Son Diego Sodas 2 Book 196 1, Pa2a 1 a3esl
nir-00T-03 (10=1 194) Poo$ 0f 2
11005
VIM- L99TLI-C 'ON JOPAO
MIS IV VsTll
MY
wanu jo wnmdls
Sig lu vJ14 ol papaw aq jvpip=q;oj" jo 2*4*14 Auvjg p" 1pt,
jo Im "Imi-w Jovw.L P74luepun 2tLL
puv ulwq pmwodj=l put pr*p A" UCMCq Z JO I OWJCI *MAW ar DO ft ju
UnWpM
900Z aull Illiam(irg ClLOtRQOCQ YVA nz:QT n*iT.T. znitpT/TT
(1113t JUVVIDU 1111-Rjjtl JDJ MID FjQ)
im, Rui! S
Iuwum" an pz=r2 Pmm Ww-w;l
c 00"
ell
up yq- jo jnaq undr. firM ap jo (%)w&W n maunasut An w
AN= um
(s)w474%Jlw4WmA4 Aq jLp pm*(r4)Apm)m pawpnu
Vrwww� *row A84M
U, am n tm=y3 Axwm w atu m PApglwwx PumaLmnsc.;
BOU oft
Tm lm:)LM
UjtplM apCo MY_jqjU &M#! (S)AM OM(M (F)U=gd 'AD Dq 03 (7:XRV!A.,
k-n�Rjijl- JD qtVq Xp W AU (n PQA= JO) OW Q UNAq KlIn-WA!
7.-&7t/ -J r 7,277
pwrAdo Allnuogimi apnS pla joj ptm ul allqnd Amo u,p:Auapvn 041 ajojaq
JO Alun".)
.,Ss l.q
VIM- L99TLI-C 'ON JOPAO
MIS IV VsTll
MY
wanu jo wnmdls
Sig lu vJ14 ol papaw aq jvpip=q;oj" jo 2*4*14 Auvjg p" 1pt,
jo Im "Imi-w Jovw.L P74luepun 2tLL
puv ulwq pmwodj=l put pr*p A" UCMCq Z JO I OWJCI *MAW ar DO ft ju
UnWpM
900Z aull Illiam(irg ClLOtRQOCQ YVA nz:QT n*iT.T. znitpT/TT
11/14/02 THU 15:21 FAX 5308940713
BIDWELL TITLE
WORMNO REOUEgr SY
Recorded I REC FEE is. e
Western United Life Assurance CMany
Officiia Records I
County of
'WHEN Rr:;CCRCEVNWLTO
CRUM it BUBB
Recorder
mmr,Westerm UAited Life Assurance
*ALUM
I Maureen
I Page I of 3
ANN= 601 West lst Avenue
eay.mm Spokane, VA 99201
XPCDM
REP FILE #130929
11/14/02 THU 15:21 FAX. 5308940713
BIDWELL TITLE
When Recorded Return To:
Westem- United Life Assurance Company'
Attn.: Susan Lund
801 West 1 st Avenue
Spokane, WA 99201'
A6courit Reforenci: #130929
ASSIGNMENT OF DEED OF TRUST
For Value Received, the undemign6d as Beneficiary, hereby grants, conveys, assigns and
transfers to Western United Life Assurance Company, a corporation whose address is 929
W. Sprague, Spokane, Washington, 9920 1, all beneficial interest under that certain Dead of
Trust, dated October 25, 1995, executed by James A. Glaze andtise A. Glaze, husband and
wife, Trustor, to Bidwell ride & Escrow Company, a corporation, Trustee, and recorded an
February 27, 1996, under Auditor's Rie No. 96-007067, Records of Butte County,
California, describing land therein as:
All that certain real property'situate in the County oi Butte, State of Colifornia,described
as follows:
Lot 191, as shown on that certain Map entitled, "PARADISE PINES UNIT 3", which Map was
filed in the offic6 of the Recorder of the Cqunty of Butta, State of California, June 17, 1970
In Book 35 of Maps, at pages 78, 79, 80, 81 and 82.
EXCEPTING THEREFROM all the valuable minerals beneath the surface of said land with the'
right to mine and extract said minerals, it being agreed and understood that in all mining
operations the surface ol sald land will be protected against damage and that all mining shall
be carried on from tunnels, shafts or drifts, having their orif Ices ' outside of the surface area
of the above described realty, all as excepted and resolved In that certain Dead from the
Magalia.mining Company, a corporation, to E.D. Storts, at ux, recorded September 4,1947,
in Book 423 of Butte County Records, at page 385..
Page I (Asaigmwnt of beed of Trupt)
11/14/02 THU 15:22 FAX 5308940713
BIDWELL TITLE
Together with note or notes therein described or -referred to, the money due and to
become due thereon, with Interest, and all rights accrued or to accrue under said Deed of
Trust. I I I
DATED: this da
I
is M-1q'F'f 11117TIM.
STATE OF
County of :g ca
on JRW 3_0,1192 before me MA4?-iJ MCE40;6 AlMlk(notary narneititle),.
personally appeared Robert W. Campbell and barilyn D. Campbell X personsily known to me
OR 6 proved to be on the basis of satisfactory evidence to be the person(s) whose name(s)
Ip/are subscribed to the within instrument and acknowledged to me that heoft/they
executed the same in i'mft/their authorized capacity(ios), and that by-4risdW/their
signatura(s) an the instrument the person(s), or the entity upon behalf of which the person($)
acted, executed the instrument.
WITNESS my hand and official seal,
L��JYA .
MARY VE—ON06--
Cmm.M79426 Notary Public for he State of Lh-C4 "/,4
CIA" PM CAUNM and IN-1:"MAM011
Residing -
to &P
My commission expires: U, .2 4 —40 2—
Page I (Assignment of Deed of Trust)
IM 010
ii/14/U;.' TAU 115:22 FAX 5308940713 BIDWELL TITLE Q011
File at the Request of Recorded I REC FEE
Official Records I
When Recorded Return to: COO Of
UWAM J. W29S
MetWest Mortgage Services, In. Recorder
RUSSCRY DICKSM I
MetroWitan Financial Center Afisistant I Maureen )
601 W. Is' Ave., Dept 113200 em 26 -Mr --1999 I Page I of 3
Spokane, WA 99201-50,13
Aoct It '1309291
Prepared By:
MaWest Mcirtgage Swvk:es, Inc. X0
C/o Chwyl Arnann
Metropolitan Financial Center
601 IN. J$tAVe., Dept 113200
*kane, WA 99201-5013
I 8W 5410828
ASSIGNMENT OF DEED OF TRUST
For Value Received, Wesbm UnW Life Assurance Company, a corporabon organW and
e)dsting under ft Lzn of the State of Washington, as Beneficiary (Seller), hereby grants, coriveys, assigns
and transfers to Melzopditan Mortpge & Smrities Co., Inc., whose malling address is clo MetWest
Mortgage Services, Inc., Metropoft Financial Center, 601 W. 1 z' Ave,, Dept 113200, Spokane, WA
99201-6013, all beneficial Interest under lhat certain Deed of Trust, dated 110rAW, executed by James R.
Glan and Liss A. Gim, husband ancl 09, Grantor (TrustoriBorrowo, to Bidwell Title & Escrow
Company, Trustee, and re=ded on 0=71%, as InsbDa M 007067, Records of BUTTE County. CA,
describing land therein as:
For Lagal Dincription, w Exhlbft "Au attach4 and by reference, made a part hereof.
Tax [DO: 06544041102
PropHty Address: $283 SPAR WY, MAGALIA, CA
Together With note or notes #wain dezribed or referTed to, the money due and to becor�e due
thmon, with interest aW all d9ft a=ued or to accrue under said Deed of Trust
AMOOT
Wift H
11/14/UZ TRU 15:Z3 FAX 53089407131� BIDWELL TITLE
Oak Se*nber 9, 1M
Western United Lffe A-s-wrance Company
Sr. Wiliam S. Clark, Asst. Vce President
STATE OF WASHINGTON
)SS.
COUNTY OF SPOKANE
I ceffy that I know or hve sdsfadory tMence M W1111arn B. Clark, is the pew who
appeared before rrm, and wid pewn adwwledged that she signed M htrument, on oA stated
that &a is auftrbd to amle the htumeM wd acknwImIged it as ts Asst Vice President of
We0m United Ufa Awjance Cwpwy W be M kee voluntary act of such parlies for the uws
and purposes mendonex! In Oils htmfmnt
Datd-. *twnW 9, 19%
O'Ll
Notary Pullfic for 11116111A of
'001A IrV S
WashNbn,. nx In coynty.
*ownrnisslonexpims: O'l%ft
PU8LIC
0
WASM\
III%%% VN J -
11/14/vi: Anu 1;):Zj FJAA 5JU6MT13 BIDWELL TITLE 2013
P=RBMMISMM
CRMM OF ORIGM DOC~
The JL=d raf=.red tO herein desc=Lb - ed
j CUM tb&"t oortal-r' fo"Ll V'40�� CitUlkta 1n th Cou
k
1-if=43da, desc=;Lbed an gol.,CW39. nty Of Rmfte, State WE
Lot 191, as Srg%a& an that me
vhLch pgap was f 11.1ha in tal, x&p entitled, "pARADZSZ pXNZS tM
Ith' *Uicm, r the ReCC=diiw of the County a XT 3%
State of CallfD=12, June 17. 1970*1-n Book 35 bg Map f Butte,
60, 81 and 82, 78, 79,
RXCM'T=g THEREFRC91
Sbid land vj.Th tjM V:*Lglhlto.*tatmh.,aneV"lanUdab3'Q Minera.1,0 b&rjeath Zh.
agweed 4nd Gxt3rMCt sadd of
UndezWtood that :Ln all Mjn;LTAGr 43pq7,Rr bed..,
'ic" t: a . acm of sat
land WL11 be h q=f
CS=1 =o4-'e0t*d ag"bat damage and that all RdxLnq shaJ3'
Cd on t== tunne1w, ishafta 0, 'r-ifts , having thal-V =rL:E;L=es nut=d%
Of tha Mweeco Cram at the atove d'ves'L
X*201� Ln that mvtaLft M�Qad exM =Ibed realty,
.he. Maj. a3.1 as excmVtftd and
Corpefttion, to E. V. starts et UX, LEk Kinjag company, ,
423 or iautte Coanty off1clal, re==U--d SP-PteombOr 4, 1947'dn 9003C
Records, at page 385.
AP No- 065-440-002
f
11/14/02 TKT 15:20 FAX. 5308940713 BIDWELL TITLE 007
96-01067
Order No. 3-171867
SCHEDULE C
The land referred to herein is dssc'r'ibsd.as fol;ows!
All that certain real property situate in the County of Butte, state of
California, described an -follows:
Lot 191, an ahmm an that certain map entitled, *PARADISE PINES VNIT 3",
which Map was tiled in the office of the Recorder of the County of Butte,
State of California, June 17, 1970 in Book 35 of Maps, at pages 78, 79,
80, 81 and 82.
EXCEPTING THEREF1i0M all of the valuable minerals bensath the surface of
said land with the right to mIns wW extraot g&Ad aLneralg, It bsIng
agreed and understood that in all mining operations tha surface of said
land will be protected againat damage and that all mining shall km
carried an from tunnels, shafts or drifts, having their orifices outside
of the surface area of the above described realty, all as excepted and
reserved in that cAkrtain Dead from the K&gajL4 MinIng Company, a
corporation, to E. D. Starts, at ux, recorded September 4, 1947 in Book
423 of Butte County Official Records, at page 3135.
AP No. 065-440-002
Pd -
EXE
COUNTY OF BUTTE
DE�ARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE
OROVILLE, CALIF. - 534-4541
CERTIFICATE OF OCCUPANCY
This mobilehome has been installed in accordance with the ements
of the California Administrative Code, Title 25, Chapter 5, = permit
number -79'�r5C K'Z for the following location:
Owner rO
Owner's Address
Mobilehome Mfg. - Model Year
Insignia No. 244-2:711 -2 Serial No.'�
4t is hereby certified for occupancy at the above described location and
may be occupied.
Director of Public Works
Date
By
THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED
White - Owner, Yellow - Installer, Pink - D.P.W.
r
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
695 Oleander Avenue, Chico — Phone 343-4211, Ext. 70
7 County Center Drive, Oroville — Phone 5347,��_541. 1-1 11,
Skyw.j and'�Iliott Road, Paradise ---Phone &7-7�-z.
CS7;z-a9�."
CORRECT109"Im N40'11.CE.
BUILDING OR PROPERTY AD -DRESS
A routine inspection indicates that the following violations of County Ordinande
exist at the above iddress and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining,to this
matter, or need additional explanation, please contact this office immediately.
re --em I, J-5 6SQ U t '40d
2898-83MHI ex site
PERMIT NO.
PERMIT EXPIRES—
OWNER THILLIS FAGAN
CONTR.— Paradise M6dular
ASSESSOR PARCEL _65-44-2
LOCATION 6288 Spar Way,lot 191, Unit 3,Mag
Temp OFFICE COPY
Address
Tem. G
y Date
M
ej
LECTRIC
Meter By Date
Tem
CallecIPG&E
JOB FINALED (Date)
Signature
I
OK
0 = Not OK
— = Not Applicable MOBILEHOMES
* = Not Ready
MISCELLANEOVS
Date MOBILEHOME UTILITIES (Plans) OK except #'s
1. Zoning equ i rements—Setbacks— Easements
2. Soj4; SpecialMH Support—Sketch 1
Date
DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s
1. Zoning Requ irements—Setbac ks— Easements
2. Footings; Size—Depth—Spacing—Connectors
3. e , oca n—Test—Fall-C/0—Concrete
3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails
a t a r,,,* 9.c a —Easernent Needed (Sketch)
4. Wood Awn.; Posts—Beams—Rftrs.—Connec.—Shihg.—Rig.—Bracing
7!6�;"Locat /,—.—Clearances—Grnd.—/ Amp—Concrete
5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures
6. (fas; Locatiort--X—St—Wrap:/ /"L"ft./ Nat. or/ /"L"ft./ LPG
6. Carports; Windows—Doors.
7. Utility Cleararke
Card -BI Date Card -Bl Date
Card -B I Date Card -Bl Date
Date MOBIV,�!OME INSTALLATION (Plans) OK except #'s
7. Elec.
Card -BI
Card -131
Date
Date Card -Bl Date
Date Card -Bl Date
POOLS (Plans) OK except #'s
Requirements—Setbacks—Ease'ments
1. Setbac ks— Easements
A'Footings; Size—Spacing—Marriage Line
2. Soils; Compact i on—Structure Stability
mand—Valve—Connector
3. Pool Structure: Steel—Connections—Thickness—Dead Men—Lining
4 1��Uicity; MH Test—Cros sovers— Brea kers—C I eara nces
4. Elec.; Receptacles and Lighting; Distances—GFI
MH Test—Fall—Flex Connector
5. Elec.; Pool Lighting; 15 volts—GFI
*_4f1 -1-r; MH Test�Regulator—Connector
6. Elec.; Enclosures; Conduit Entries—Terminals—Listed
A'Water and Sew%Xnnected—C/0 to Grade—HD Approval
7. Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater
,Dnd Electricity Tagged
8. G!?
8. Elec.; Grounding; Equip. w/5'—Circulaiing Equip.—Pool Lghig.
Boxes—Enc losures— Pane [boards— Ins. to Main in Conduit
rZpK-,_1nsp.—Sketch
10"bert. of Occupancy
9. Health Department Approval
10. Plumb; Cir. Test—Water Supply Test
Card B-Vlt�_ rv=�te :242-9-6-C, d -B] Date
CardBI
Date Card -BI Date
Card B-1 Date Date
Card -BI
Date Card -131 Date
I
V = OK
0 = Not OK
- = Not Applicable RESIDENRAL (qingle-and Duplex)
= Not Ready I
Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued)
1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings
2. Fig., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One X -Check Garage -3rd story, 2 exits
3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; W idth-Headroom-R i se -Run- Land i ng -F ire Protection
4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
5. Sternwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer
6. Stemwalls, Garage; Stee I -B lockouts -Wrapped -S lab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underfir. Access
7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protect ion -Sky I igl- Is -P last ic
8. D.W.V.: Fall -Fittings -Test -2 way C/0 -Sewer Test 55. Shear Walls; Nailing -Bolts
9. Gas Pipe; Size -Anchors
10. Water Pipe; Test-Anchors-Regu lator-Sery ice Test
(NOTE: An entry must be made each time you visit job site)
11.
Electric; Underground
12.
13.
Plenums & Ducts; Clearance -Material -Support -Ins.
Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
Card -BI
Date Card -BI Date
Card -BI
Date Card -BI Date
Card -B11
Date Card -BI Date
Card -Bl
Date Card -BI Date
Date
FINAL (Plans) OK except #'s
56. Ext. Steps -Door & Sidelight Protect ion- Land i ngs
Card -61
Date
Date Card -BI Date
PLUMBING (Permit) OK except #'s
57.
58.
Smoke Detector
Furnace; Vents -Clearance -Comb. Air--Connector-
In Garage; Above Floor-Ducts-Mech. Protection
14. Water Ht.; Vent- Access -Combustion Air
15. Water Pipe; Test & Anchors -Nail Protection
16.
D.W.V.: Test-FItngs & Anchors -Nail Protection
59.
Bedroom Exiting
17.
Shower Pan; Test, First Floor -Tub Access
60.
G.F.I. & Bath Fixtures & Tub Access
18.
Test Tub & Shower, 2nd Floor -Tub Access
61.
Elec. Trim & Subpanel; Breaker Sizes--abels
119.
Gas Pipe; Size & Anchors
62.
63.
Stairs & Rails
Fireplace or Stove; Clearances -Hearth
64.
Elec. Outlets at Wood Panel; Int. & Ext.
Card -BI
Date Card -BI Date
65.
Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance
Card -BI
Date Card -BI Date
66.
Elec. Outlets & Receptacles at Kit. Counter
Date
ELECTRICAL (Permit) OK except #'s
67.
Garage Fire Door; Swing -Landing -C loser
68.
A.C. Duct in Garage -Damper
69.
Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.-
In Garage; Above Floor-Mech. Protection
20. Fixture & Transformer Clearance -ins. Protection
21.
Elec. Receptacles Spacing -Lights & Switches at Doors
70.
Plb., Elec. & Mach. Equip. Listed for Location
22.
Size Boxes & No. of Conductors -Stapled
71.
Elec. Receptacles in Garage; (G.F.I.)-Romex Protec.
23.
Romex Installed Close to Edge of Studs & C.J.
72.
Insulation -Foam -Looked in Attic C] Yes
24.
Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water
73.
74.
Guard Rails & Deck Construction -Post Caps
Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance
Looked under Floor ED Yes
25. 2 Appliance Circuits in Kitchen & Conductor Size
26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size ga. Cu or Al
27.
28.
Range Circ. / / ga. Cu or Al -Oven Circ. ga. Cu or Al,
Insulated Neutral _'_�Yes 'Ll No
Service -Riser Conductors & Ground -Main Disconnect
75.
Following instId.: Drive 0 Yes E] No; Walks EJ Yes [] No;
Planters Dyes E]No
76.
Stucco: Brown -Finish
29.
Equip. Clearances; Pane I s-Motors-Mech. Equip.
77.
A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet
30.
Clothes Closet Light -Shower Light
78.
Vents Above Roof; Plbg.-Appliance-F.repl.-Clearance to Opngs.
Card B -I
Card B-1
Dat ' a _______Card -BI Date
Date Card -Bl Date
79.
80.
Water Well; Disconnect, Electrical, Plumbing
Exterior Elec. Trim; G.F.I. Receptacle -Underground
81.
82.
Ventilation throughout House
Glass Protection
Date
MECHANICAL (Permit) OK except rs
31, A.C. Ducts: Insulation & Support
32. Vent Fan; Exhaust above Insulation
33. Condensate Drain & Overilow; Size & Grade
83.
Corrections from Previous Inspections
84.
Gas Test -Meters Tagged; Gas -Electric
85.
86.
Water & Sewer Connected -C/O to Grade -HD Approval
Energy Compliance Certificate -Other Certificates
34.
-35.--Attic
Furnace -Vent; Access -Comb. Air -Return Air Vent -1115V outlet
Ac -cess &-Platform- if. -Furnace in -Attic
Card -BI
Ca d-6-1--
Date Card -BI Date
-6-ar-j-13 I
D'a t e- te
Card -BI
Date Card -BI Date
Card -BI
Date Card -BI Date
Card -BI
Date Card -BI Date
Date
FRAMING(Plans) OK except #'s
36. Sills; Proper Material & Anchors
37. Walls: Studs -Nailing, Spacing & Bracing -Plates -Sound
38. Bearing Walls over Girders & Floor Nailing
39. Draft Stop in Walls (rat proof)
Fire Stops; Furred Ceilings -Stairs -Chases -Tub
Comments at Final:
�40.
41.
42.
43.
44.
45.
46.
47.
Header & Beam -Size & Bearing
Hangers -Post Caps -Anchors -Connectors
CIng. Joist-Rftr. Ties-Purlin-Ro-of Brac. -Truss -_�hthnp.-Rfnp.
Fireplace Ties or Type A Flue -Fireplace Throat
Attic Access: Size &_R omex Pr otection-Draft Stop -ins. Baffles
Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions
Garage Fire Protection Framing
(NOTE: An entry must be made each time you visit job site)
-COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 County Center Drive - OroviVe, Calftrnia 95965 - Telephone 916/534-4541
APPLICATION AND RERMIT
PER IT N
ASSESSO,W PARCEL NUMBER JR�NG
- /V S/ -
BUILDING PERMIT r'J
11 R1f) jq.'�q
TELEPHONE
SQ.FT. OCC. BUILDING VALIJATION
OWNER'S MAILItPt A ES
Al.
TELEPHONE
In/M1 TCr-_S_M_VILING ADORES
__� &191140 10
Fireplace
V UNKNOWN
CONSTRUCTIONt(N
Total Valuation 1$
Filing Fee
$ 10.00
LENDER'SMAILIA,� AD RESS
Permit Fee
$
_7ylo�
ARCHITECT OR ENGIN ER
LICENSE NO.
Plan Checking Fee
$
Penalty
$
ARCHITECT OR ENG(EER*S MAILING ADDRESS
Permit fee
$ t z5_1 61
b
BUILDING ADDRESS
PLUMBING- PERMIT
FilingFee 10.00
Y,
Each Trap
2.00
Solar Water Heater
20-00
C114 ci 1�9.
Water piping
5.00
LOT NO.
/,W
SUBDIVISION NAME
I I
IPARCEL MAP
Each qas water heater or vent
5.00
Gas piping system 1 - 5 outlets
5.00
USE OF STR(fCTURE
SF [:] Duplexo Mobilehome ther
SPECIFY
Building sewer
5.00
Mobile Home S I G I W
10-00ea
I
TYPE OF WORK
New F-1 Addition El Reniodel[:) Utilities[] Installation [P ---Other El
Describe work:
Permit Fee
$
Contractor
ELECTRICAL PERMIT
FilingFee 10.00
Main service 600V OR LESS
100 AMP OR LESS
10.00
Main service EA. ADD -L 100 AMP
2.50
NEW CONST. ( DWELLING OCCUP.&)
OR ADDNS. ACC.BLDGS.
21/20sqft
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
I am licensed under provisions of Chapt. 9, Div. 3 of the Business
and ProfessAv nd my license is in ful,l?force(nd effect.
License No<20 Mn Classification L, -K- 'a I
1, as the owner, or my employees with wages as their sole'comoen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
El I, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
I am exempt under Sec.—, Business and Professions Code
for this reason
NEW CONSTP-i(MULTI-OUTLE
NON RESID, BRANCH CIRCT 2.50 ea I
UITS)
NEW CONSTF;L I POWER APPARATUS.&'
NON RESID. %SINGLE OUTLET CIR
Ex. Occup(OUTLETS OR FIXTURES 20@50C
FIXED APPLNS OR —.13AL@301_
Ex. Occup. OUTLETS (RESI'D. I E A.) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
Misc. Wiring 15.00
1
Permit Fee $
Contractor
MECHANICAL PERMIT
Fi I ing Fee 10.00
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
El T e-p-ermit i's for $100.00 (valuation) or less.
'?have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self-Invure.
F] I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: It after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shal I be deemed revoked.
Heating
Cool ing
Hood
3.00
Venti lation
Permit Fee
$
Contractor
I certify that I have read this application and state that the above informati —
on
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the Countyot
Butte to enter. upon the above-mentioned property for inspection purposes.
I arso agree to save,indemnify and keep harmless the County of Butte against
all lia' Hities JTdgments, costs,,,a,nd expenses which may in any way accrue
a g t
a n js� I Yin conseque ce of the granting of this t
Date
S
Signatur Applicant - OYA e rEl Contractor Fj Agent [I
k -n_C r
n-061`11 ermit is req 0 ired for excavations over 5'0" deep and demolition or construct-
ion of stru ture-s over 3 stories in height.
Mobile Home Installation Fee $
TOTAL PERMIT FEE $
OCCUP. GROUP
I TYPE OF CONST.
F7
I PARCELJ'
P
This permit is hereby issued under
sions of the Butte County Code and/or
work indicated above for which
DIRECTOR OF/, BLIC
'�U
By. _�k.
PERMIT EXPIRES Date
the applicable provi-
resolutions to do
fees have been paid.
WORKS
Date f,) P-97
Receipt No. NO
WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDEN ROD-APPL I CANT
PERMIT NO. 3951-83B
PERMIT EXPIRES
OWNER PHILLIS FAGAN
CONTR. Ed Burl, Magalia
ASSESSOR PARCEL_ 65-44-02
LOCATION 6283 Spar Way, Magalia
A
Ilk
Temp. Power Pole
Called PG&E
Temp. Elec. Service
Called PG&E
Temp. Gas Service
CalledPG&E
JOB FINALED (Date)
Signature
V = OK
= Not OK
= Not Applicable MOBILEHOMES
= Not Ready
MISCELLANEOUS
Date MOBILEHOME-U-TILITIES (Plans) OK except #'s
Date
DE K.S COVERS, CARPORTS, ETC. (Plans) OK except #'s
1. Zoning Requirements—Setbacks—Easements
4**�Z�29ng Requirements—Setbacks—Eas.emen'ts
2. Soils; Special MH Support—Sketch
ootings; Size—Depth—Spacing—Connlectbrs
3. Sewer; Location—Test—Fall-C/0—Concrete
ck��irders and/or Joists—DA;.king—Bracing—StaZra"—"Ra
4. Water; Local i on— Test— Easement Needed (Sketch)
6.,*66d Awn.; Posts—Beams—Rftrs.—Connec.—SCbg��Rfg.—Bracing
5. Electricity; Location—Clearances—Grnd.—/ Amp—Concrete
5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures
6. Gas; Location—Test—Wrap:/ /"L"ft./ /".Nat.or/ /"L"ft./ LPG
6. Carports: Windows—Doors
7. Utility Clearance
7. Elec.
Card -BI
Date Card- BI Date
Card-BIK)'—
Dat Card -BI Date
C - ard-BI
Date Card -BI Date
Card-BJC�
Datelljf& Card -131 Date
Date
MOBILEHOME INSTALLATION (Plans) OK except #'s
Date
LS (Plans) OK'excdpt #'s
1. Zoning Req u i reme nt s—Setbac ks— Easements
1. Setbacks—Easements
2. Footings; Size—Spacing—Marriage Line
2. Soils; Compaction—Structure Stability
3. Gas; MH Test—Demand—Valve—Connector
3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining
4. Electricity; MH Test—Crossovers—Breakers—Clearances
4. Elec.; Receptacles and Lighting; Distances—GFI
5. Drain: MH Test—Fall—Flex Connector
5. Elec.; Pool Lighting; 15 volts—GFI
6. Water; MH Test—Regulator—Connector
7. Water and Sewer Connected—C/0 to Grade—HD Approval
6. Elec.; Enclosures; Conduit Entries—Terminals—Listed
7. Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater
8. Gas and Electricity Tagged
8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg.
Boxes—Enc losures—Pane I boards— Ins. to Main in Conduit
9. Exits; Insp.—Sketch
10. Cert. of Occupancy
9. Health Department Approval
10. Plumb; Cir. Test—Water Supply Test
Card B -I
Date Card -BI Date
Card -BI
Date Card -BI Date
Card B -I
Date Card -BI Date
Card -B I
Date Card -131 Date
%/ = OK
0 = Not OK
- = Not Applicable
* = Not Ready RES1DENTKL,(SJngle and
Duplex)
Date
UNDERFLOOR (Plans) OK except #'s
Date
FRAMING (Continued)
1.
Zoning requ irements-Setbacks- Easements
48.
Property Line Firewall & Openings
2.
Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth
49.
Ext. Doors -One 3' -Check Garage -3rd story, 2 exits
3.
Ftg., Garage; Soils -Steel- / /" Ftg. Depth
50.
Stairs; W idth-Headroom-R i se -Run- Land i ng- Fire Protection
4.
Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth
51.
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
____5.
Stemwalls, Main; Stee I -B lockouts -Wrapped -S lab
52.
Siding -Nailing -Veneer
6. Stemwalls, Garage; Stee I -B lockouts -Wrapped -S lab
53.
Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access
______7.
8.
Piers -Fireplace Ftg.-Steel
D.W.V.: Fall -Fittings -Test -2 way C/0 -Sewer Test
54.
Glazing Area -Glass Protect I on -Sky I ights-P last ic
55.
Shear Walls; Nailing -Bolts
9. Gas Pipe; Size -Anchors
10. Water Pipe; Test-Anchors-Regulator-Sery ice Test
11.
Electric; Underground
12.
Plenums & Ducts; Clearance -Material -Support -ins.
13.
Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
Card -BI
Date Card -BI Date
Card -131
Date Card -BI Date
Card -BI
Date Card -BI Date
Card -BI
Date
Date Card -BI Date
FINAL (Plans) OK except hi's
56. Ext. Steps -Door & Sidelight Protect i on -Land i ngs
Card -BI
Date
Date Card -BI Date
PLUMBING (Permit) OK except #'s
57.
58.
Smoke Detector
Furnace; Vents -Clearance -Comb. Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
14. Water Ht.: Vent- Access -Combustion Air
15.
16.
Water Pipe; Test & Anchors -Nail Protection
D.W.V.: Test-Fttngs & Anchors -Nail Protection
59.
Bedroom Exiting
17.
Shower Pan; Test, First Floor -Tub Access
60.
G.F.I. & Bath Fixtures & Tub Access
18.
Test Tub & Shower, 2nd Floor -Tub Access
61.
Elec. Trim & Subpanel; Breaker Sizes -Labels
Gas Pipe; Size & Anchors
62.
Stairs & Rails
__19.
63.
Fireplace or Stove; Clearances -Hearth
64.
Elec. Outlets at Wood Panel; Int. & Ext.
Card -BI
Date Card -BI Date
65.
Kit. Fixt. & ApplianCe� Grnd.-Air Gap -Cooking Clearance
Card -BI
Date Card -BI Date
66.
Elec. Outlets & Receptacles at Kit. Counter
Date
ELECTRICAL (Permit) OK except #'s
67.
Garage Fire Door; Swing -Land ing-C loser
68,
A.C. Duct in,Garage�Damper
20.
Fixture & Transformer C-learance-Ins. Protection
69.
Wtr. Htr.; Vents -C leara nce- Comb. Air-Connector-P.R.V.-
In Garage; Above Floor-Mech. Protection
21.
Elec. Receptacles Spacing -Lights & Switches at Doors
70.
Plb., Elec. & Mach. Equip. Listed for Location
22.
Size Boxes & No. of Conductors -Stapled
71.
Elec. Receptacles in Garage; (G.F.I.)-Romex Protec.
23. Romex Installed Close to Edge of Studs & C.J.
24.
Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water
72.
73.
Insulation -Foam -Looked in Attic [:) Yes
Guard Rails & Deck Construct ion -Post Caps
25. 2 Appliance Circuits in Kitchen & Conductor Size
26.
Subfeed Wire Size ga. Cu or Al-A.C. Wire Size ga. Cu or At
74.
Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance
Looked under Floor 0 Yes
___28__.__�_ervic_e-Riser
27.
Range Circ. ga. Cu or Al -Oven Circ. ga. Cu or At,
Insulated Neutral r___'Yes D No
Conductors & Ground -Main Disconnect
75.
Following instid.: Drive 0 Yes ) No; Walks 0 Yes 0 No;
Planters Q Yes 0 No
76.
Stucco; Brown -Finish
___29.
Equip. Clearances; Pane I s-Motors-Mec h. Equip.
77.
A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet
30.
Clothes Closet Light -Shower Light
78.
79.
Vents Above Roof; Plbg.-Appliance-Fi,epi.-Clearance to Opng§.
Water Well; Disconnect, Electrical, Plumbing
Card B -I
--Date Card -Bi -_ Date
80.
81.
Exterior Elec. Trim; G.F.I. Recept6cle-Underground
Ventilation throughout House
Card B -I
Date Card -BI Date
82.
83.
Glass Protection
Corrections from Previous Inspections
Date MECHANICAL (Perrr.it) OK except #'s
_31, A.C_. Ducts: Insulation & Support
84.
Gas Test -Meters Tagged; Gas -Electric
85.
Water & Sewer Connected -C/O to Grade -HD Approval
_32,
33.
Vent Fan; Exhaust above Insulation
Condensate Drain & Overilow; Size & Grade
86.
Energy Compliance Certificate -Other Certificates
34.
Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet
35.
Attic Access & -Platform it Furnace in Attic
�arc!-Bl Date Card -BI Date
Date
Card -BI
Date Card -BI Date
Card -BI
Date Card -131 Date
Card -BI
Date Card -BI Date
Date
FRAMING(Plans) OK except #'s
36. Sills; Proper Material & Anchors
-37.. -Walls; Studs-Nai - ling, Spac - ing &-Bracing-Plat-es-Sound
38. Bearing Walls over Girders & Floor Nailing
39. Draft Stop in Walls (rat proof)
40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub
Comments at Final:
41.
42.
43.
44.
45.
46.
47.
Header &,Beam -Size & Bearing
Hangers -Post Caps-Anchors-Connectars
Cing. Joist-Rftr. Ties-Purlin-Ro I of . Brac. -Tru . ss-Shthng - .-R - I ng.
Fireplace Ties or Type A Flue -Fireplace Throat
Attic -Access, Size &-R-omex Protect ion -Draft Stop -Ins. Baffles
Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions
Garage Fire Protection Framing
(NOTE: An entry must be made each time you visit jobs ite)
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
,%m
7 County Center Drive - Oroville, CalLfornia 95965 - Telephone 916/534-4541
APPLICkTIOWAND'PLERMIT
PERMITINO.
AKI—) —
/7 Y
ASSESSOR P�RCEJ_NVELEJR
ZONING
BUILDING PERMIT
AA4,4A)
TELEPHONE
SQ.FT. OCC. BUILDING VAJJtTI/N
OWNERISMAILIJ915 ADDRESS
CONTRACTOR'S NAME
TfLEPHONE
VIP). g 0!�af
CONTRACTOR'S MAILING AQDRESS
X�aS�2 4,6io ,
Fireplace
COr,rSTRUCTION LENDER
_V7AP_Xe__
UNRf4OWN_
I
Total Valuation $ r>
Filing Fee
$ 10.00
—
LENDER'S MAILING ADD
Permit Fee
$
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee
$
Penalty
$ Ina.
ARCHITECT OR ENGINEER'YMAILING ADDRESS
Permit fee
$ 41Jt5P___
BUILDING ADDRESS
PLUMBING PERMIT
Fi ling Fee 10.00
Each Trap
2.00
Solar Water Heater
20.00
Water piping
5.00
LOT
SUBDIVISION NA.PP3 PARCEL MAP
Each qas water heater or vent
5.00
Gas piping system 1 - 5 outlets
5.00
USE OF STRUCTURE
SFEI Duplex[] Mobilehorn Other '
SPECIFY
Building sewer
5.00
Mobile Home ISI GJW-J
10-00e4
I
TYPE OF WORK
New F1 Addition [:1 Remode I [] Utilities [:1 Ins2ta lationEl Other
Describe work: coy-eA-etki
liol'
Permit Fee
$
Contractor
ELECTRICAL PERMIT
Ffl i Ing Fee 10.00
Main service 600V OR LESS
100 AMP OR LESS
10.00
Main service EA. ADD'L 100 AMP
2.50
NEW CONST. DWELLING OCCUP.&)
OR ADDNS. ( ACC. BLDGS.
21/20sqft
CONTRACTORS LICENSE LAW
I declare penalty of perjury (check one):
0--ol am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full force and effect.
License No.3jZL 3 Classification ;T —
F] I, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
El 1, as the owner, am 'exclusively contracting with licensed contract-
ors. (Sec. 7044)
F1 I am exempt under Sec.—, Business and Professions Code
for this reason
NEW _(MULT'*OUTLET
CONSTP
NON-R.SI., BRANCH CIRCITS) 2.50 ea I
NEW CONSTR. I POWER APPARATUS &'I
NON-RESID. I SINGLE OUTLET CIR. I
Ex. Occup(OUTLETS OR FIXTURES 20@50t
ISAL@30t
FIXED APPLNS OR
Ex. Occup. OUTLETS (RrSI*D A.) 2.00
-_ _.) E
Temporary service 10.00
Mobile Home Facilities 15.00
Misc. Wiring 15.00
Permit Fee $
Contractor
MECHANICAL PERMIT
Fi I ing Fee 10.00.
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
F-1 The permit is for $100-00 (valuation) or less.
I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certifi cate
of Consent to Self-Inslure.
F,&.-Irshall not employ any person in any manner so as to become subject
?-' to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the.W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shal I be deemed revoked.
Heating
Cooling
—
Hood
3.00 1
Venti lation
Permit Fee
$
Contractor
kcertify 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 Countyot
Butte to enter upon the above-mentioned property for inspection purposes.
I also agree to save, indemnify and keep harmless the County of Butte against
all liabilities, judgments, costs, and expenses which may in any way accrue
agains County in con �eque e of the nting of this permit.
X //_ ;21 _'? ?
, I — Date
Signature of Applicant - Owner El Contractorg AgentEl
An OSHA permit is required for excavatic deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee $
A
vex-,
TOTAL PERMIT FEE $ 1;_�
OCCUP.GROUP
TIPI OVNST.
I V
I PARCELf
1�1
;/P7
This permit is hereby issued under
sions of the Butte County Code and/or
work indicated above for which
DIRECTOR OF PUBLIC
—
By- 9:�r�
P�ddITIEXPIRES Date
the applicable provi-
resolutions to do
fees have been paid.
WORKS
Date -F -3
zz�_�- ?�J
0
P_J -*:? �2
Receipt No. ri
WHITE-O.P.W.. YELLOW-ASSFSSOR, PINK -INSPECTOR. GOLDENROD-APPL I CANT
COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS
BUILDING INSPECTION RECORD
BUILDiNG BUILDING (Cont'd) PLUMBING
Shback Nrewall Ski Piping
Forks Pa\apets 1\t Floor
Ma\n Bldg. ReAoom Finish 2AFloor
Aotings Windo s 3rd Nioor
LVIV all Sidi ng \ Topout
SlabN Roof She
Nthlno Water PID110a
Piers oofing \ Sewer
Garage Fdn. VentsN Fixtures
Footinas\ Garage Vent� Water Htr..
Stemwall Insulation Heaters
Slab Prov. for physic, ly Appliances
Carport handicap tf
Conformance of e Gas Piping & Test
Footings A structure X\ Temp. as A
Slab Final . V Sanitation
Patio F/R%P LACE Final
Footings Footina KLECTRI!;��!-
Masonry Wallst Throat Rough
Reinf. Ste Final Fixtures
Bond Begh 4FIRE SPRINKLKRS Motors
Framinq Test Water Htr.
Stucco Final Subpaneli
Mesh// MECHANICAL Grd. Fa4it Prot.
Scri6ch Heatla(g Servid
7
F
JH
Bp,6/wn CooVng T94p. Pole
Ainish Dvts ndLeround
I, erlor Lath A VAntilation ermanent
oor Closer Inal ±in a I
BILEHOME UTILITIJS ------------------ Elec. Service Elec. Pedestal
ng 4 // W Sewer Gas Piping
I E ME lh'-- -------------- Support Elec. Continuity
Water Piping Drainage Gas Piping
DATE REMARKS OR CO
7ECTIONS
y
11
(NOTE: An entry must be made on this form each time you visit the job site.)
COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS
7 County Center Drive — Oroville, California 95965
-454,1
Telephone: 534
APPLICATIO?tAND PERMIT
autnorize representatives of the County of Butte to enter upon the
above-mentioned property for inspection purposes.
X W-AlI8 Date
Signature of Permitee or Agent
Receipt No.
White-D.P.W. — Yellow -Assessor — Pink -inspector Goldenrod-Appli cant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
abo or which fees have been paid.
C ROF
Q_2PR OF PUBLIC WORKS
BhJ mc Date- 0 --
Building per "it expires Date to --kf
BUILDING
Owner
SO. F T. OCC. BUILDING VALUATION
Mai I ing Address /0 0
at-. gs
Telephone Nq.
k,�T /
Contractor L17
Mai I ing Address
Fireplace
Total Valuation
Telephone No.
Permit Fee
1111" 6
Building Address
PlanChecking Fee&/orPenalty
Permit Fee $
PLUMBING No. @ FEE
PERMIT FILING FEE $3.00 :5 4:5)C)
Each TraD 1.50
Repair drainage or vent piping 1.50
A*. P. No. .4
11�
VZoting & Planning
Water piping 1.50 0z)
Each gas water heater or vent 1.50
FW. I
�k SE04O)t ion
FireDept.
Fi re Zone
Use Pennit
Gas piping system I - 5 outlets 1.50
EQA
Parking
I Plans
Parce ion
Deciarat
Parcel �,ftp
60' R/W
Improvements
Each additional outlet .30
—
F9WIding sewer 5.00 06
B I d g. P ons Rec d
e0o,
Parcz/Aaroval
T;;"
r Plans Approval
Lawn sprinkler system 2.00
—
NEW ADDITION UTILITIES OTHER
Permit Fee $
ELECTRICAL No. @ FEE
PERMIT FILING FEE $3.00
600V OR LESS 1 40a
Main service 100 AMP OR LESS 5.00 143;
Single Family Duplex Mobi I Home Others
Main service EA. AOD'L 100 AMP 2.50 �9Lc�_e)
OVER 600V
Main service 100 AMP OR LESS 25.00
Main service EA. ADO'L 100 AMP 1.00
NEW CONST f DWELLING OC
OR ADONS. * ( ACC, BLOGS. cup- 20 sq f t
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:
NEW.CONSTR. (MULTI.OUTLET 12.50ea
NON RESID_ BRANCH CIRCUITS)
NEW.CONSTR. (POWER APPARATUS &
NON RESID. SINGLE OUTLET CIR.
Ex. Occuo(OUTLETS OR FIXTIIPE S) 50 @ 250
BAL@?J
FIXED APPI-R—S. OR
Ex. Occup.(OUTLETS (RESID.) EA) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
License No. Classification
Misc. Wiring 6.25
JZ 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.
E] 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 iNo. @ FEE
PERMIT FILING FEE $3.00
Heating
Cooling
Ventilation
Hood I J 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
Land Development Fee
$ S-6 Z!
TOTAL PERMIT FEE
autnorize representatives of the County of Butte to enter upon the
above-mentioned property for inspection purposes.
X W-AlI8 Date
Signature of Permitee or Agent
Receipt No.
White-D.P.W. — Yellow -Assessor — Pink -inspector Goldenrod-Appli cant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
abo or which fees have been paid.
C ROF
Q_2PR OF PUBLIC WORKS
BhJ mc Date- 0 --
Building per "it expires Date to --kf
-T
OCT APPROVED
-2003 Butte c MY
Hea
Enviro 6 Ith
CHICO, CALIFORNIA. 1)3
En* onmen Health
'�Ou
- 1 -1,
nlikonmen Health p
ASigm j v I
OCT 00� ion
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2
0,c 2003
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WO -Y Sig
REPLACtAG NT
ALL STRUCTURES AND EQU IPMEW6 T MLUD4NG
-OVERHANGS SHALL BE CLEAR OF ALL EASEMENTS. -
A SET BACK OF THE SIDE AND
PIL FROM
r
4u A�&Pm FROM THt REAR PROPERTY LINES AND
16 C, C.
f.-FROAA THE POA'D CENTERLWE SHALL BE
CLEM OF STRUCTURES AND EQUIPMENT ExCEpl
cOR A 2 FT- LAVIEZOVER�ANQ.
rouj V*k-
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c_
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CONSTRUCTION ( 'NOT PLAN CHECKED
SHALLCOMPLY WITH CU9RENT EDITON
Jos
OF NEC, UMC -AND UPC.
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RULDING DEPARTME��-
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