HomeMy WebLinkAbout064-190-02164-19-21
Preston Diggs
105 LaFayette Cir., lot 50, PP#14,
r Magalia
contr:_ Tri V Const., Magalia
Permit #y72-79P,E(ut l.,MH)
ELEC.
GAS
SUPPORT STRUCTUIE REQ.
(DMPACTION TEST REQ. -Ptc
I 64-19-21
�Contr: Lowell C. Bockert, Chico
f Permit #2957-79MHI
Issued
064-190-021 03-2150
RAPLEY,BEN
!:1,14629 LAFAYETTE'CIRCLE, I�
Cont: RED BLUFF, MH' g _ a _
EX MH PERM FND EX SITE
I(0Dt
ro:
I
R'CORDING REQUESTED BY:
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE CA 95965
COPY of Document Recorded
14 -Aug -2003 2003-0054702
Has not been compared with
original
BUTTE COUNTY RECORDER
SPACE ABOVE THIS LINE FOR RECORDER USE ONLY
NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH,
INSTALLATION ON A FOUNDATION SYSTEM
Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code
Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit
described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document
shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to
its contents to all persons thereafter dealing with the real property.
BEN D. RAPLEY
REAL PROPERTY OWNERILESSOR
P.O. BOX 8115
MAILING ADDRESS
RED BLUFF TEHAMA
CA
96080
CITY COUNTY
STATE
ZIP
14629 LAFAYETTE CIRCLE
C/IT�Y, COUNTY STATE
INSTALLATION MAILING ADDRESS, LF DIFFERENT
Q 1,50 (530)
538-7541
MAGALIA BUTTE
CA
95954
CITY COUNTY
STATE
ZIP
BEN D. RAPLEY
DEALER NAME (if not a dealer sale, write 'NONE")
UNIT OWNER (if also property owner, write "SAME")
DEALER LICENSE NO.
P.O. BOX 8115,
MAILING ADDRESS
RED BLUFF TEHAMA
CA
96080
CITY COUNTY
STATE
ZII'
UNIT DESCRIPTION
BUTTE COUNTY BUILDING DIVISION
LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY
7 COUNTY CENTER DRIVE
MAILING ADDRESS
OROVILLE BUTTE CA
95965
C/IT�Y, COUNTY STATE
ZIP
Q 1,50 (530)
538-7541
TELEPHONE�
/AL)�AJGENCY
� —L
S��BU1I.I>)WGN(�����
ATURE OF LOCAL AGENCY OFFICIAL
OFFICIAL
DATEOFLO.IC
DATE
NONE
DEALER NAME (if not a dealer sale, write 'NONE")
NONE
DEALER LICENSE NO.
UNKNOWN 1979 KINGSTON
MANUFACTURERS NAME DATE OF MANUFACTURE MODEL NAMFINUMBER
GW12CAL.KG30297 A/3 60'X24' ' CAL132644/5
SERIAL. NUMBER(S) LENGTH X WIDTH INSIGNWLABEL NUMBER(S)
REAL PROPERTY LEGAL DESCRIPTION
SEE ATTACHED
ASSESSORS PARCEL NUMBER AP # 064-190-021
HCD FORM 433(A) REV. 8/91
WHITE- County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept.
_ Q6/25/03 12:51 FAX 530 877 3443
� w
� r
t
Q 003
EXHIBIT "ONE"
LOT 50, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT 14, " WHICH WAS FILED IN THE
OFFICE OF THE RECORDER OF THE COUNTY OP BUTTE. STATE OF CALIFORNIA, JULY 15, 1971 IN BOOK 38 OF
MAPS, AT PAGES 37, 36, 39 40, AND 41, INCLUSIVE.
EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WrTH
THE PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE IJONE FROM ORIFICES OUTSIDE THE
SURFACE AREA OF THE LAND HEREIN DESCRIBED, AND THAT NO DAMAGES SHALL BE DONE TO THE SURFACE
OF SAID LAND.
Exlu"b1 Ono Maw. 15100
r �
Description: Butte,CA Document-Year.I7oaID 2002.29090 Page: 2 of 2
'order: Steve comment:
BUILDING PERMIT NUMBER: 03-2150
Address or location of unit: 14629 LAFAYETTE CIRCLE, MAGALIA CA 95954
Legal Description of Real Property: AP # 064-190-021
SEE ATTACHED
(x) Mobilehome/Manufactured Home
O Commercial Coach
Has been affixed to the real property above .by installation on a foundation system
pursuant to Health and Safety Code Section 18551.
Owner's name: BEN D. RAPLEY
Owner's address: P.O. BOX 8115, RED BLUFF CA 96080
INSIGNIA OR HUD NUMBER: CAL 132644/5
SERIAL NUMBER OR V.I.N.: GWI2CALKG30297-A/B
MANUFACTURER'S NAME: UNKNOWN YEAR: 1979
OFFICIAL, APPROVING INSTALLATION: /�09 zow
DATE:X1,3
PHONE: (530) 538-7541 .
H.C.D. 5130
E
a �
BUILDING PERMIT NUMBER: 03-2150
Address or location of unit: 14629 LAFAYETTE CIRCLE, MAGALIA CA 95954
Legal Description of Real Property: AP # 064-190-021
SEE ATTACHED
(x) Mobilehome/Manufactured Home
O Commercial Coach
Has been affixed to the real property above .by installation on a foundation system
pursuant to Health and Safety Code Section 18551.
Owner's name: BEN D. RAPLEY
Owner's address: P.O. BOX 8115, RED BLUFF CA 96080
INSIGNIA OR HUD NUMBER: CAL 132644/5
SERIAL NUMBER OR V.I.N.: GWI2CALKG30297-A/B
MANUFACTURER'S NAME: UNKNOWN YEAR: 1979
OFFICIAL, APPROVING INSTALLATION: /�09 zow
DATE:X1,3
PHONE: (530) 538-7541 .
H.C.D. 5130
E
�„iF,�si'x&'�N.� ty.hr�4���,�Si+,.'�'� 1.'tv'�.�i'=�,g"�•.T�':�IYC,,sti,m'.�,�.,,ti �•)!
STATE OF CALIFORNIA - DEPARTMENT OF HOUSING"AND COMMJNITY DEVELOPMENT
CERTIFICATE OF TITLE
® Manufactured Home Decal No: LBE9067
Manufacturer ID/Name
Trade Name
KINGSTON
Model
DOM
00/00/1979
DFS.
00/00/1979
RY
Exp. Date
Serial Number
. Label/Insignia Number
Weight
Length
Width
SPC
SCC
Exempt
Use
Type
GW12CALKG30297A
CAL132644
60'
12'
04
SFD
LPT
GW12CALKG30297B
CAL132645
60'
12'
Issued
Total Fees Paid
Jun 09, 2003
$198.00
Addressee
BEN D RAPLEY
PO BOX 8115
RED BLUFF, CA 96080
-Registers
BEN D RA
PO BOX 8
RED BLUO
Situs Add
146291kA
4 a rnK40
AV
�! .�-�d.'SS -L' Y S ' .n> !:w" + '06✓ TTEEi
PLEY A u
5At r�
CA 6080;'AF
ess
AYETTE CIR�1:�,'�-,
CA 95954
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IMPORTANT
THE OWNER INFORMATION SHOWN ABOVE MAY NOT REFLECT ALL LIENS RECORDED WITH THE
DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AGAINST THE DESCRIBED UNIT.
THE CURRENT TITLE STATUS OF THE UNIT MAY BE CONFIRMED THROUGH THE DEPARTMENT.
DTN: 2990542 06092003 - 466
08/11/2003 18:04 FAX 5305296890 STRICTLY MANUFACTURED HO Q002
STATE OF CALLFORNIA
BUSIMS. TRANSPORTATION AND HOUSING AGENCY
DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT
I 64mowito? i
DIVISION OF CODES AND STANDARDS
MMSTRA11ON AND TITLING PROGRAM
STATEMENT OF FACTS
This unit is a: V Mobilehorom ❑ Commercial Coach ❑ Floating Home ❑ Truck Camper
Decal (License) No.(S)Trade Name Serial No.(s)
LBS .q0� 7 1,�Ss� n Grw l2 C/�'L 1-k:6 30- �7
Me, the undersigned, bereby state:
`Q op -eq l 1's /j'L
Me fiuther *we to indemnify and save harmless the Director of Housing and Corarrlwty Development, State of
California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the
above-descalbed unit in California, or from issuance of a California. certificate of title covering the same.
I/We certify raider penalty of perjury that the foregoing is oue and correct.
Fareaued on ^ l I - 6 3 ,._._ at
(ate) (City) (State)
�� s) Printed name(s)
mdres, _�6: r7 d
sky State
HCD'476.6 (REV 12/00)
06/25/03_ 12:51 FAX 530 877 3443
002
1���Il���Ilil�il�l�ll'1'llll�fll
�
r RECORDING REQUESTED BY:
2ta�fiiw—��;�grdgQ!
Ben 0. Rapley
>Zecc:rdec! ! T(EC FEf 10.08
Official Reconis ! TAX 19.59
Gaunt p �Of I
imir1a
When Recorded Mail Document
US I
and Tax Statement To:
J"etDt
Mr. Ben Q. Replay
Ri IM14mly D1 OKS0 4 I
P.O. Box 8115
Assistant 1 Cheryl
i0a`.i4iffit i-Jun80S t %are i of F
Red Bluff, CA 86080APN.-
064-190-021-000
GRANT DEED
SPACE ABOVE TPUS UrdF FOR RECORDER1 USE
The undersigned grantorls).declare(s
Documentary transfer tax Is 0 - , • 0
( x I computed on full value of property conveyed, or
[ I computed on full value less value of Gens or encumbrances remaining at time of sale,
( x ] Unincorporated Area
FOR A VALUABLE CONSIDERATION, receipt of which Is hereby acknowledged, Bank Of America National Trust
and Savings Association
hereby ORANTIS) to Sen D. Rapley, a married man as his.sole and separate property
the following described real property in the unincorporated area of the
County of Butte, State of Californfa:
AS PER LEGAL DESCRITION ATTACHED HERETO -AS EXHIBIT ONE
DATED: November 1, 2001
STATE OF JTah1*7i'
COUNTY OF - __z
Ol 1-2 t 2 before me,
L/ personally appeared
personally known to me (or proved to me on the basis
of satisfactory evidence) to be the persons) whose
name(s) islare subscribed to the within instrument and
acknowledged to -'-me' that helshe/they executed the
same In his/herlthelr authorized capacity(ies), and that
by his/heritheir signature(s) on the instrument the
.person(sh or the entity • upon behalf of which the
person(s) acted, executed the instrument.
Witness my he
Signature C
Bank of America National Trust & Savings
Association –d-----_
by: v
^fC%'e
ftblft
State oiwarhia os
CINDY L 1N01
MAIL TAX STATEMENTS AS DIRECTED ABQVE
FD -213 (Rev 71981 GRANT DEED
Description: Butte,.CA j)a=ym *+t-rear_McZD 2002.29090 Page: t of 2
czdez: Steve c mume t:
06/25/03 12:51 FAX 530 877 3443 1003
r
EXHIBIT "ONE"
LOT $0, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT 14, " WHICH WAS FILED IN THE
OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE. STATE OF CALIFORNIA, JULY 15, 1971 IN BOOK 39 OF
MAPS, AT PAGES 37. 38, 39 40, AND 41, INCLUSIVE.
EXCEPTING THEREFROM ALLMINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH
THE PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE
SURFACE AREA OF THE LAND HEREIN DESCRIBED, AND THAT NO DAMAGES SHALL BE DONE TO THE SURFACE
OF SAID LAND.
BxlubiZ on- (amr. ems)
Description: Butte,cA Document-Year.DocM 2002.29090 Pag6: 2 of 2
Order: Steve cGamant :
June 6, 2003
Ilelo��Ilool9�nl��I�IIn�Ie�a[!
BEN D RAPLEY
PO BOX 8115
i RED BLUFF, CA 96080
STATE OF CALIFORNIA
DEPARTMENT OF HOUSING AND COMMUNITY
DEVELOPMENT
REGISTRATION AND TITLING PROGRAM
ABD 1573
PREVIOUS DECAL NUMBER
GW 12CALKG30297A
SERIAL NUMBER
KINGSTON
TRADE NAME
LBE9067
CURRENT DECAL NUMBER
Your transaction for this unit is being processed at this time. The decal enclosed must be affixed to the,
unit according to the instructions which appear on the reverse side of the decal.
The Certificate of Title and/or Registration Card will be mailed to you under a separate cover.
9
!' cg
NOTES RESIDENTIAL
064-190-021 03-2150
_ RAPLEY, BEN
PERMIT NO.
14629 LAFAYETTE CIRCLE, MAGALIA '
Cont: RED BLUFF MH
EX MH PERM FND EX SITE
THE HCD FORM 433A FOR THIS MH CANNOT BE
RECORDED UNTIL ONE OF THE FOLLOWING HAS
BEE14 TURNED IN TO THE BUILDING DIVISION:
(1) LICENSE PLATE(S) OR DECAL (THE
INSPECTOR MUST RETREIVE).
(2 STATEMENT OF FACTS (ONLY ON NEW
_ . v t' MH' S).
INSPECTOR TO VERIFY SERIAL & LABEL #'S.
e
i
f;
{1
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
z
f
Y JOB FINALED (Date) I 03
Signature
a�:
CHECKED
BY
J=OK
0 = Not OK
. = otReadyable
M'OB&PILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
Footings; Soils -Size -Depth -Spacing -Connectors -Steel
1. Zoning Requirements -Setbacks -Easements
Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails
2. Soils; Special MH Support Sketch
Wood Awn.; Posts-Beams-Rftrs-Connectors
Shthg-Frg-Bracing
3. Sewer; Location -Test -Fall -C/O -Concrete
Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
4. Water; Location -Test -Easement Needed (Sketch)
Carports; Windows -Doors
5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
Electric
6. Gas; Location -Test -Wrap;-/ /" L 'ft.
/ P Nat. or/ /" L "ft./ P LPG
7. Well Clearance & Disconnect
Date
8. Utility Clearance
Card B-1 Date Card B-1
j Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
2.
1. Zoning Requirements -Setbacks -Easements
{
+
2. Footings; Size -Spacing -Marriage Line
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
3. Gas; MH Test -Demand -Valve -Connector
4.
4. Electricity; MH Test -Crossovers -Breakers -Clearances
t
5. Drain; MH Test -Fall -Flex Connector
Elec.; Pool Lighting; 15 Volts-GFI
6. Water; MH Test -Regulator -Connector
6.
7. Water and Sewer Connected -C/O to Grade -HD Approval
I
B. Gas and Electricity Tagged
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
9. Tie Downs -Type -Installation Cert.
8.
10. Exits; Insp.-Sketch
11. Cert. of Occupancy
Health Department Approval
Date Card_ B-1 Date Card B-1
Date Card B-1 Date Card B-1
D to PE NENT END SYSTEM (ONLY)
4 ning Requirements -Setbacks -Easements
(J ootings; Size -Spacing -Marriage Line
3. BI king
_4. as; MH Test -Demand -Valve
lectricity; MH Test
Water; MH Test
7. ter and Sewer Connected
r 8 as and Electricitv Tao4ed
License Decals
Verifv #'s.with Office
Date Card B-1 t � Date Card B-1
Date `� , @ e Card B-1 O Date Card B-1
CSL ►3Z� yet �S
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3.
Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails
4.
Wood Awn.; Posts-Beams-Rftrs-Connectors
Shthg-Frg-Bracing
5.
Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6.
Carports; Windows -Doors
7.
Electric
8.
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9.
Siding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
{
11.
Ext.; Steps -Doors -Landings
12.
Braced Wall Panels
Date
Card B-1 Date Card B-1
j Date
Card B-1 Date Card B-1
i Date
POOLS (Plans) OK except #'s
t
1.
Setbacks -Easements
t
2.
Soils; Compaction -Structure Stability
{
+
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
i
4.
Elec.' Receptacles and Lighting, Distance-GFI
t
5.
Elec.; Pool Lighting; 15 Volts-GFI
`
6.
Elec.; Enclosures; Conduit Entries -Terminals -Listed
I
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes -Enclosures- Panel boards -Ins: to Main Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11.
Light Niche
12.
Enclosure; Fencing -Alarms
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
J=OK
0 = Not OK
= Not Applicable
. = Not Ready
RESIDENTIAL (Single & Duplex)
Date UNDERFLOOR (Plans) OK except #'s
1. Zoning -Setbacks -Easements -Flood -Slope
2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
4. Ftg., Porches & Decks; Soils -Steel-/ ' /" Ftg. Depth
5. Stemwalls, Main; Steel-Blockouts-Wrapped
6. Stemwalls, Garage; Steel-Blockouts-Wrapped
6a. Hold Downs and Special Anchors
7. Slab, Steel -Wrapped
8. Piers -Fireplace Ftg.-Steel
9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test
11. Water Pipe; Test -Anchors -Regulator -Service Test
12. Electric Underground
13. Plenums & Ducts; Clearance -Material -Support -Ins.
14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
15. Access & Ventilation
16. Insulation
Date Card B-1 Date Card B-1
Date Card B-1' Date Card B-1
Date PLUMBING (Permit) OK except #'s
17. Water Htr.; Vent -Access -Combustion Air Baffle
18. Water Pipe; Test & Anchor -Nail Protection
19. D.W.V.; Test Fittings & Anchor -Nail Protection
20. Shower Pan; Test, First Floor -Tub Access
21. Test Tub & Shower, Second Floor -Tub Access
22. Gas Pipe; Sixe & Anchors
23. Fire Sprinkler; Test
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 & C.J.
.-28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
- 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI
30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size_ / /ga Cu or Al
31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or All
Insulated Neutral O Yes O 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 (Permit) OK except #'s
41. Sills Proper Materials & Anchors
42. Walls Studs -Nailing Spacing & Braces -Plates -Sound
43. Bearing Walls over Girders & Floor Nailing
44. Draft Stop in Walls (rat proof)
45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
46. Headers & Beams -Size & Bearing
Date
FRAMING (Continued)
84.
47. Hangers -Post Caps -Anchors -Connectors
85.
48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng.
86.
49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance
87.
50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
88. Exterior Elec. Trim, G.F.I. Receptacle -Underground
51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
Ventilation Throughout House
52. Garage Fire Protection Framing -RC Channel
Glass Protection
53. Property Line Firewall & Openings
Corrections from Previous Inspections
54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
Gas Test -Meters Tagged, Gas -Electric
55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
Water & Sewer Connected -C/O to Grade -HD Approval
56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
Energy Compliance Certificate -Other Certificates
57. Siding -Nailing Veneer
96.
58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
Date
59. Glazing Area -Glass Protection -Skylights -Plastic
Date
60. Shear Walls; Nailing -Bolts
Date
61. Brace Interior/Exterior Wall Panels
Comments at Final:
62. Insulation -Walls -Ceilings
63. Infiltration -Walls -Windows
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
64. Ext. Steps -Door & Sidelight Protection -Landings
65. Smoke Detector
66. Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
67. Bedroom Exiting
68. G.F.I. & Bath Fixtures & Tub Access -Spa
69. Elec. Trim & Subpanel, Breaker Sizes & Labels
70. Stairs & Rails
71. Fireplace or Stove, Clearance -Hearth
72. Elec. Outlets at Wood Panel, Int. & Ext.
73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance
74. Elec. Outlets & Receptacles at Kit. Counter
75. Garage Fire Door; Swing -Landing -Closure
76. A.C. Duct in Garage -Damper
77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
78. Plb.; Elec. & Mech. Equip. Listed for Location
79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection
80. Insulation -Foam -Looked in Attic -
81. Guard Rails & Deck Construction -Post Caps
82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor El Yes
83.
Following Instld./Drive O Yes O No/Walks O Yes D No/Planters O Yes Cl 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 �.
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street • Chico,.CA •'(530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
s
CORRECTION NOTICE
��ap-ZIS0
OWNER V PERMIT NO
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. I( you have any questions pertaining to this matter, or need additional explanation,
�feasec,' ntacl this office immediately.
1 �li ���_i ✓S_ �I�✓1 .4��J�
}iy if
Pr� ✓ d w o v-
eL4 I i*:r
rvl S S r^ r /� 1
Date
'r REV 10/92
G
Inspector _
COUNTY OF BUTTE •
BUILDING DIVISION '
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
CCA PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact. this office immediately.
f
7�'.N t ;,
a/V
r
Date Inspector
REV 10/92
C
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO.
(,F16. 12/96) APPLICATION AND PERMIT b3 -pig
ASSESSOR PARCEL NUMBER 064-190-021
ZONING
BUILDING PERMIT
OWNER
RAPSLEY BEN D.
TELEPHONE
5-27-4980
SO. FT. OCC. BUILDING VALUATION
. OWNERS MAILING ADDRESS
PO BOX 8115 RED BLUFF CA. 96080
1440 P,
77.760-00
CONTRACTOR'S NAME
RED BLUFF ISI
TELEPHONE
52 7-4980
CONTRACTORS MAILING ADDRESS
22770 ANTELOPE BLVD. RED BLUFF
CONSTRUCTION LENDER
LENDER'S MAIUNG ADDRESS
Fireplace
Total Valuation $ 7
.760.00
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee
$ 20.00
Permit Fee
$ 270.25
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checkin Fee
$ 23.00
BUILDING ADDRESS
14629 LAFA L �
Energy Plan Checking Fee
$
$
PERMIT FEE
S
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome X Other
SPECIFY_
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15.00 15.00
Each as water heater or vent
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other It
Describe Work: R= retro till
Gas piping syEtem 1 - 5 outlets
15.00
Buildina sewer
15.00 15.0
Mobile Home I S I G I W
@20.00
PERMIT FEE
S 50,00
ELECTRICAL PERMIT
Fling Fee 20.00
800VOR LE
Main Service 2o0A OR LESS
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
IS in full force and effect. �'� S D q
License Class — W Lic. NO.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
Main Service 200A TO 1000A
46.00NEW
CONST. DWELLING OCCUR
OR ADDNS. ( & ACC. BLDS.
so
3.5¢FT.
NON.REOSID. MULTI.OUTLET
@7.50
POWER APPARATUS
a SINGLE CIS.
R FD(TU
Ex. OCCU OUTLET OR FDRUREs
20 @'•00
SAL @ .50
Ex. Occup. ouTLEEDTSA AEES,6.) LNS EA
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PRE INSPECTION
PERMIT FEE
$
WORKERS' COMPENSATION DECLARATION
Ieby affirm under penalty of perjury one of the following declarations:
❑ I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
r I have and will maintain workers' compensation Insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier '5404e,
Policy Number _ !�J - 1
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
❑ 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply those provisions.
X
gnature of Applicant - Ow o tractor "f"j Agent
An OSHA permit is require for excavations r 5'0" deep and demolition or construction
of structures over 3 stories in heig t.
MECHANICAL PERMIT
Fling Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEt $
Mobile Home Installation Fee $
Energy Inspection Fee $
DCC
CONST. TYPE
TOTAL FEE $ 3#3.25
HAZ.
D. FEES IMP
FLOOD
X
COF
PARCEL
PD
HD
ISSUE
/
This permit is hereby issued under
of the a Coun Code and/or
indi ed for which fees have
�,(,�
By ^'-ate%
PERMIT EXPIRES ON 7 �,v
the applicable provisions
Resolutions to do work
been paid.
2�
�t'-
Date
Receipt No. 3 3
WHITE-D.D.S.-B.D. CANARY -A E OR PINK -INSPECTOR GOLDENROD -APPLICANT
. w
_ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUIL ING DIVISION
• 7 County Center Drive Oroville, California 95965 • Telephone (530 538-7541 3 „�'ERMIT NO.
12/96) APPLICATION AND PERMIT 1013 n
ASSESSOR PARCEL - r^� _ ZONINGR —)
1 BUILDING PERMIT
iNltAl 01` TEUSHOON`E / SO. FT. OCC. BUILDING VALUATION
Z7 -R9
AIL ADD
76 V
CONTRA R'S NAME TELEPHONE
4)
CONTRACTORS MAKING ADDRESS '
. ie. 13
CONSTRUCTION UENDEh
LENDER'S MAILING ADDRESS Fireplace
Total Valuation $
ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00
ARCHITECT OR ENGINEERMAILING ADDRESS Permit Fee $
S 917s-
Plan
SPlan Checking Fee 23, (�
BUaD'yG4DESS , Energy Plan Checking Fee $
PERMIT FEE $
IDT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00
Each Trap 7.00
USEOFSTRUCTURE
Solar or heat pump water heater 23.00
SF ❑ Duplex ❑ Mobilehome k,
Other Water piping 15.00 f,
SPECIFY Each gas water heater or vent 15.00
TYPE OF WORK Gas piping system 1 - 5 outlets 15.00
New ❑ Addition ❑ Rem el ❑ Utilities ❑ Installation ❑ Other Building sewer / 15.00'
Describe Work: 7 b I Mobile Home I S I G I W @20.00
PERMIT FEE S O. Q
ELECTRICAL PERMIT Fling Fee 20.00
Main Service Pon RR L.ss 23.00
Main Sery 200A TO 1000A 46.00
NEW CONST.OCCUP. SO
OR ADDNS. ( a Acc. 3.5QFr.
Q
NE
W CONS MULTI -OUTLET /^7.50
��� ✓ - NON•RESID.BRANCH CIRCUITS
POWER APRATUS
8 SINGLE OUTPALET CIR.
OUTLET OR FDRURES M
EX. OCCU SAL
FDD APPLNS. OR 20
Ex. Occup. OUTLET' RESID. EA
Temporary Service Mobile Home Facilities
0C 'sc. Wiripq 23.00
PERMIT FEE S
MECHANICAL PERMIT Fling Fee 20.00
Heatin
^y Coolin
�, .>b 3 v Hood 6.50
Teu �1 57�
Ventilation
PERMIT FEi $
Mobile Home Installation Fee Is
, n�
+6•46 Energy Inspection Fee $
occ CONST. TYPE TOTAL FEE $ (p .�
HAZ D. FEES IMP COF PARCEL I PD HD S
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
X Date indicated above for which fees have been paid.
Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent
An OSHA permit is required for excavations over 5'0° deep and demolition or construction
of structures over 3 stories in height. By Date
Receipt No. PERMIT EXPIRES ON
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Date
I �► � �'���` �-���W�y�l.�r'�F v....�,��.^d�kk-,+t«i"���'�1'��'`-r ��`rrY�.r�'_�1��e't,�,�
r 6
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
' 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET
OWNER: ASSESSOR PARCEL NUMBER 6&11-190 - v a -
Proposed Building Use: Counter Technician: 1 _ Date: / 3
Items required in order to apply for a permit. All boxes MUST be checked 1OR marked NA in order to apply.
L. Plot plan�or 4 sets, signedty the preparer of the plans.
2. Complete p1lais, 3 or 4 sets, signed by the preparer of the plans. Hwy
, ;
❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and; signed calculations.
❑ 4. Engineered truss details and layouts in duplicate. No faxes!
❑. 5. Energy compliance design and supporting documentation in duplicate.
,Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (IR)TaedoownjoL_
foundation plans, all in duplicate.
❑ T Metal buildings: (A) Metal Buildinr�.Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate.
(D) Floor plans in triplicate. Allo these must be stamped and wet -signed by the engineer.
Items required for it plan review. If checked items have not been received, plan review cannot proceed. The.permit will be
indexed and returned to the plan review line-up when required items are received.
Date Received By
❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................
❑ 9. Plot plan and business license approval from the City of Biggs ....................................
❑ 10. Letter of intent for non-residential buildings.........................................................
❑ 11. Detached Accessory Building Form filled out by the owner .................. ,..................
❑ 12. Hazardous Material Form............................................................................... _
❑ 13. Other ....
Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.)
09LJ 14. Fees as shown on the attached Schedule of Fees Due Sheet .......................................
15. Statement of Intent for Non -heated and A/C Buildings .............................................
16. Sanitation and plot plan approval from the Environmental Health Department in
❑ 17. City of Chico Plumbing permit........................................................................
❑ 18. California Department of forestry plan approval ❑ paid. Sent by: ......................
❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check:
❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ...............................
21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).
Pre -Inspection for /� 1, /-,_Cy^� required ................
23. Contractor's license information. (Number, Name Style, Classification) ......................
❑ 24. Worker's Compensation Carrier and Policy Number ..............:..............................
❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) .....................
' ❑ 26. Letter of Signature authorization....................................................................
❑ 27. Recorded copy of Agricultural Acknowledgment Statement ....................................
❑ 28. Manufactured home utility clearance...............................................................
❑ 29. Existing violations nd/or expired permits .................................................: �p►C,
30. rant Deed H. Title/Statement of Facts, ❑ Letter from Legal Owneheck to C.D.H.$ v� • r�� ��/3,
vvv dda"' ❑ 31. Other:
When issued Telephone 5 and hold for pickup.
I have been informed of the abgye items and requirements for obtaining a building permit.
Applicant: Date: -1 11-7/03
1. Index permit application for the above items numbered:
2. Additional items required
Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date:
Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter Date:
Plans reviewed by: Date: Plans approved by: Date:7,'
Structural reviewed by: Date: Structural approved by: Date:
Note transfer by: Date:
Yellow: Building Division
Plan Check Letter
PRE4NSPECTI .REPORT::
LOCATION:
CONTRACTOR:
PRE-INSPETION
DATE TO INSPECTOR: ---V - PERMIT HLSTORY:( ) NONE
BUILDING INSPECTOR'S REPORT
Building Description:
Electric:
Gas:
Commercial/Usage:
Residential/# of Units:
Currently Occupied
Abandoned/Vacant
Yes No Electric currently On Off
Condition of Electric
Natural Propane None,
Obvious Problems:
Sanitation:
DATE:
A -P. #
ZONING:
Currently On Off_
Plumbing Working
Well Working Potable Water
Obvious SewageProblems
Comments:
ACTION RECOMMENDED: ISSUE: HOLD FOR
Inspector: Date
Sketch buildings on reverse and indicate location on property.
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ERMIT NO.
(Rev. 12/96) APPLICATION AND PERMIT � 3 ^'15n
ASSESSOR PARCEL NUMBER _ ZONING/ ^� BUILDINGPERMIT
DWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION
ate , �rtt � 7-44? -7 -2 7 -
NAME NAME
LENDER'S MAILING ADDRESS�l
Total Valuation $ V
ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00
Permit Fee $270 S
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $ A113,!97
SUR.DIy'FG�Dfs� • . , Energy Plan Checking Fee $
/$
PERMIT FEE $
LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00
Each Trap 7.00
USEOFSTRUCTURE Solar or heat pump water heater 23.00
SF ❑ Duplex ❑ MobilehomeOther Water piping 15.00 f,
SPECIFY Each gas water heater or vent 15.00
TYPE OF WORK Gas piping system 1 - 5 outlets 15.00
New ❑ Addition ❑ Rem el ❑ Utirhies ❑ Instagation ❑ Other Building sewer / 15.00' !-
w Mobile Home S G W @20.00
Describe Work: '�'�l a
PERMIT FEE t 5 gag, OO
ELECTRICAL PERMIT Fling Fee 20.00
0V 001R,
LESS
Main Service 0 000 a oRR LEss 23.00
Main Sery 200A TO 1000A 46.00
1
NEW CONST. OCCUP. 3.5QF°:
OR CNS. ( 8 ACC.
• - ✓ _
NEW CONS MULTI-OUTLETCIU@7.50
RMID.BRANCH
POWER APPARATUS
& SINGLE OUTLET CR.
S� OUTLET OR FDClURES 20
EX. Occup. BAL- @ .w
Ex. Occup. IOvr(ReSI oORA
5.00
S��; �� � •
Temporary Service 23.00
Mobile Home Facilities 20.00
0 � — O c. Wirin 23.00
PERMIT FEE $
MECHANICAL PERMIT Fling Fee 20.00
2 �Mumma= Heatin
Cooling • 3�j 3'
Hood
6.50
,l�Vs.IFiI�� Ventilation
PERMIT FEi: $
Mobile Home Installation Fee $
�� •1��� Energy Inspection Fee $
� k oDo CONST. TYPE TOTAL FEE S (o •c�t
l� ` •' �_� F1AZ D. FE6 IMp CDF PARCEL PD MD UE
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
X Date indicated above for which fees have been paid.
Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent
An OSHA permit is required for excavations over 5'0' deep and demolition or construction Date
- -- of structures over 3 stories in height. By
L 1Receipt No. PERMIT EXPIRES ON
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Dete__JA
41,7,
Sovet It
fit- ru- r -v
a 1) n
-a e"
On
wa—M-wo
XYi.- k�.e r6419-21 �
r" '.
Pr,eSton Diggs
105 LaFayette Cir , lot 50, PP#14,
3 d
� Magalia
i ' ` - contr. Tri V Const . , Mag, lia
Permit Y472-79P;E(uti1.
t FIs F EC . _
EL
1115 GEIS -
t. SUPPORT STRUCTUIEREQ.
,[ ff
'2` £ 5'. ! t.� I s r' s&-�'g2 F1t.r,h A e+F-?"`' r :t..;. "' ls•t' '
m MPACTION TEST REQ
r 4 4 # f [ s! : Ss,s 4 _ i :-`o'"` y" � Cf 1 � .r•d' i„ d" � �'i' h c � Z"C {. � � �� a .a'� � a
•- , ��
� v
V
4-19-2�1
J
z
F Contr : Lowell C. BOC}CeY:t
Chico
r. s: Y.
Permit '#2957-79MHI
Issued 5
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CbUNTY OF BUTTE — 'DEPARTMENT OF PUBLIC WORKS
7 Bounty Center Drive — Oroville, California 95965
Telephone: 5`34-4541
APPLICATION AND PERMIT
authorize representatives of the County of Butte to enter upon the
above-mentioned property for inspection purposes.
X Ili -ed (f t 0 pate
Signature of Permitee or Agent
Receipt No.
White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
rj��
ECTO OF PUBLIC WORKS
B D/Ir Dat4"-- a
_�q
uilding permifexpires Date U t5__ c3 �,�d
BUILDING
Owner Pr o ✓tJ
SO. FT. OCC. BUILDING VALU ION
4 If
Mailing Address /t71 eI
Teleplione No.
Contractor G✓ ` L ( �' 1 0 GLl-
Mailing Address j 6 �C p C� ��v C����;
Fireplace
Total Valuation
21
I epho � ?.
Permit Fee
Building Address
Plan Checking Fee&/or Penalty
Permit Fee
L
PLUMBING No. @ FEE
PERMIT FILING FEE $3.00
Each Trap 1.50
Repair drainage or vent piping 1.50
-f
A. P. No. .. — L
Zoning & Planning
Water piping 1.50
Each gas water heater or vent 1.50
ire Dept.
Fire Zone
Use Permit
Gas piping system 1 - 5 outlets 1.50
EOA
Parking
Plans
Parcel
Declaration
Parcel Map
60' R/W
Improveme
Each additional outlet .30
Building sewer 5.00
Bldg. P Recd
Parcel roval
Plan pproval
Lawn sprinkler system 2.00
NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ®
Permit Fee $zv_h�-;n,
$
JD r ,, =
ELECTRICAL No. @ FEE
PERMIT FILING FEE $3.00
600V OR LESS
Main service 100 AMP OR Less 5.00
Single Family ❑ Duplex ❑ Mobil Home Others ❑
Main service EA. ADD'L 100 AMP 2.50
Main service OVER e00PORv LESS 25,00
V AM
Main service EA. ADD•L 100 AMP 1.00
NEW OR ADDNST % ACCLBLDGS.LING CCUP, 4\ 2¢sgft
I
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
of:
�V Cl/ L-ZL G 1.3U c, k, J2 J
NEW CONSTR. [MULTI -OUTLET
NON-RESID % BRANCH CIRCUITS 2.50ea
NEW CONSTR. (POWER APPARATUS .&,
NON-RESID, SINGLE OUTLET CIR.
EX. OCCUD(OUTLETS OR FIXTIIRES BAL@1
FIXED ALNS.style
EX. Occup. ( OUTLETS P(RESID )REA) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
Misc. Wiring 6.25
License No. b z Classification C"G
❑ I am exempt from the Contractors License Laws of the State of California.
Permit Fee $
$
MECHANICAL No. @ FEE
WORKMEN'S COMPENSATION INSURANCE
1 am aware of the provisions of Section3700 of the California Labor
Code which requires every employer to be insured against liability
for Workmen's Compensation.
❑I have placed on file with the County of Butte a certificate of
Workmen's Compensation Insurance.
I certify that in the performance of the work for which this
permit is issued I shall not employ any person in any manner
so as to become subject to the Workmen's Compensation Laws of
California.
PERMIT FILING FEE $3.00
Heating
Cooling
Ventilation
Hood 2.00
Permit Fee $
$
I certify that I have read this application and state that the above
information is correct. I agree to comply to all County Ordinances
and State Laws relatina to buildina construction, and herebv
Land Development Fee
$
TOTAL PERMIT FEE
$ 30 d�
authorize representatives of the County of Butte to enter upon the
above-mentioned property for inspection purposes.
X Ili -ed (f t 0 pate
Signature of Permitee or Agent
Receipt No.
White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
rj��
ECTO OF PUBLIC WORKS
B D/Ir Dat4"-- a
_�q
uilding permifexpires Date U t5__ c3 �,�d
.. COUNTY OF BUTTE —""DEPARTMENT OF PUBLIC WORKS
�s
7 County Center Drive — Oroville, California 95965
Telephone: 534-4541
APPLICATION AND PERMIT
Owner
Mai I i ng Address
BUILDING
SQ. FT. I OCC. I BUILDING VALUATION
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:
:5:RL1 _J Qr .►. nom,
License No._3yemol Classification3�n 1
NEW CONSTR. (MULTI -OUTLET
.M.I-RFSIn_ BRANCH CIRCUITS
Ex. OCCUR OUTLETS OR FIXT11RES 'E�
BAL@1
FIXED APPLNS. OR
Ex. OCCU
p• OUTLETS (RESID.) EA) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
Misc. Wirina 6.25
I am exempt from the Contractors License Laws of the State of California. Permit Fee $
MECHANICAL No @
WORKMEN'S COMPENSATION INSURANCE PERMIT FILING FEE $3.00
1 am aware of the provisions of Section3700 of the California Labor Heating
Code which requires every employer to be insured against liability
for Workmen's Compensation.
have placed on file with the County of Butte a certificate of
Workmen's Compensation Insurance.
le
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.
I cer Ify th t I ave read this application and state that the above
info ation i orrect. I agree to comply to all County Ordinances
and State L Les
ilding construction, and hereby
aut orize rep s ounty of Butte to enter upon the
abo a -m ntio p ction purposes.
X DateZ7
tof Per a or AgV4117
Receipt No.
White-D.P.W. - Yellow -A se or - Pink- n ector - Goldenrod -Applicant
Cooling
Ventilation
Hood 1 1 2.00
Permit Fee $ $
Land Development Fee
TOTAL PERMIT FEE $ —D
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.
DIRECT OF PUBLIC WORKS
By Date
B ' ding permit expires Date /6"�O
Telephone No.
Contractor 7
:7
G
Mailing Address—
' }
Fireplace
Total Valuation
r
Telephone No.
Permit Fee
Building Address
�-
DS Z, �-�
,
B / GLS
PI an Checking Fee &/or Penalty
Permit Fee
PLUMBING No.1
@
FEE
PERMIT FILING FEE
$3.00
C�C�
Each Trap
1.50
4c"Q
Repair drainage or vent piping
1.50
A. P. o. �-
—
.�)
�Zdning & &22'29
Water piping
1.50
Each gas water heater or vent 1.50
F &4s S
on FireDept. Fire Zone
Use Vermit
Gas piping system 1 - 5 outlets
1.50
EQA
Parking
Plans
Parcel
Declaration
Parce M`a 60' R/W
Improvements
Each additional outlet
.30
wilding sewer 5.00
Q,
P4
Bldg. P4s c'd
"Re
Parcel royal
Plans Approval
Lawn sprinkler system
2.00
NEW ❑
ADDITION ❑ UTILITIES OTHER ❑
Permit Fee $
ELECTRICAL No.
@
FEE
PERMIT FILING FEE
$3.00
l3Z�
Main service 600V OR LESS
100 AMP OR LESS
5.00
J'�
.00
Single Family ❑
Duplex ❑ Mobil Home Others ❑
Main service EA. ADD'L 100 AMP
2.50
Main service OVER
100 AMPP OR LESS O
25.00
Main service EA. ADD'L 100 AMP*00
122s,ft
OR ADDNS.NEW CONST. ACCLBLOGS.CCUP. S\
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:
:5:RL1 _J Qr .►. nom,
License No._3yemol Classification3�n 1
NEW CONSTR. (MULTI -OUTLET
.M.I-RFSIn_ BRANCH CIRCUITS
Ex. OCCUR OUTLETS OR FIXT11RES 'E�
BAL@1
FIXED APPLNS. OR
Ex. OCCU
p• OUTLETS (RESID.) EA) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
Misc. Wirina 6.25
I am exempt from the Contractors License Laws of the State of California. Permit Fee $
MECHANICAL No @
WORKMEN'S COMPENSATION INSURANCE PERMIT FILING FEE $3.00
1 am aware of the provisions of Section3700 of the California Labor Heating
Code which requires every employer to be insured against liability
for Workmen's Compensation.
have placed on file with the County of Butte a certificate of
Workmen's Compensation Insurance.
le
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.
I cer Ify th t I ave read this application and state that the above
info ation i orrect. I agree to comply to all County Ordinances
and State L Les
ilding construction, and hereby
aut orize rep s ounty of Butte to enter upon the
abo a -m ntio p ction purposes.
X DateZ7
tof Per a or AgV4117
Receipt No.
White-D.P.W. - Yellow -A se or - Pink- n ector - Goldenrod -Applicant
Cooling
Ventilation
Hood 1 1 2.00
Permit Fee $ $
Land Development Fee
TOTAL PERMIT FEE $ —D
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.
DIRECT OF PUBLIC WORKS
By Date
B ' ding permit expires Date /6"�O
MOB ILEJiOME SUPPORT DAT
If other than single wide,
Mobilehome Mfr. 601-Ot—,oP/4/CcNr#O("Ie�Sfurnish Setup Model No. Year
Width(ft.) Box Length 4_(ft.) Tagalong or Expando Size ft. x ft.
(SHOW SUPPORT DETAILS BELOW)
On all mobilehomes manufactured after October 7, 1973; furnish manufacturer's installation
manual and structural setup sheets (if not on file with the County of Butte).
All center supports measured from front of
mobilehome'unless otherwise specified.
S ingle
%I 6a
x
(ft.)(in:) (in.) (in.)
Center support
Center support
. locations*
footing sizes
(in.)
(ft.)(in.)
(in.) (in.)
6�L_x 36
(in.) (in.)
443 /,?1XS
(ft.)(in.) (in.) (in.)
d / ,3Lx
(in.) (in.)
*Tf Fenter piers are other than drawn above,
draw .in. -locations, spacing, and dimensions.
Footings (check one)
211"1. Wood either
pressure treated or
foundation grade.
E] 2. Other (specify)
Supports (check one)
E] 1: Concrete block.
2� Other (specify)
rI t= TTz-Z.
tagalong or Expando,'
show support details.
�9x BO
t Typical Support
(in(in.) ((in.) Footing Size
s -•6r -- Max. Pier Spacing
(ft.)(in.)
,7Err I -- Max. Overhang k
(ft.)(in.)
BUTTE COUNTY
BUILDING DEPARTMENT
APPROVED
1
BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS
7 County Center Drive, Oroville, CA.
PHONE: 534-4541
MOBILEHOME INSTALLATION SHEET
1. Owner's name: Fig S %d 'V
2. Installer's name:
L C_ 13.0 v4i4—
3. Is the site currently under permit? gYes lk d No
(If yes, furnish permit number / 7 Z - / i ) OR
Is the site an existing site? Yes / / No
(If yes, furnish two (2) plot plans.)
4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and
clear of all setbacks and easements? Yes /J(/ No
(If no, clarify )
5. What is the mobilehome electrical rating? 0 ------------- Amps
2v c�
6. What is the mobilehome site service rating? --------------------- ���% Amps
7. What is the mobilehome site circuit breaker rating? -- -- v.---=- U Amps
8. Is there any other electric load to be served by the mobilehome
site
service? ---------------------------------------------------
Yes / /
No / /
(If yes, identify the load and size: (Load)
(Amps)
9.
What
is the mobilehome site gas pipe size? ---- d=L=---------
(in.)
10.
What
is the type of gas service? ------ �JQ=I ------------- Natural / /
LPG
11.
What
is the gas pipe length from meter or tank to the mobilehome?
A10^1&
J
(ft.)
12.
What
is the mobilehome gas demand? ----- jU6=� c----------------
(BTU)
(This information not required if pipe length less than 6 ft.
on natural
gas
or less than 50 ft. on LPG.)
' �� 972-79P,E
� MIT NO.
dG V 1/ PERMIT EXPIRES a
OWNER Preston Diggs
CONTR. Tri V Dev., Inc., Magalia
LOCATION (Ay 64-19-21 )
105 LaFayette Cir., lot 50, PP#14, Magaba
r,
' _ t
,t
f
l
v
i.
t
a
r
Temp. Power Pole
Called PG&E
. Elec. Serv.
Called PG&E -eI7 417
Temp. Gas Serv.
e
Called PG&E
JqB
FlINALED
(Dat
(Signature)
COUNTY OF BUTTE ` DEPARTMENT OF PUBLIC 'WORKS
BUILDING INSPECTIOWRECORD
BUILDING
BUILDING (Cont'd)
PLUMBING
S back
FI wall
411 Piping
Forks I
Par ets
st Floor
Ma Bldg.
Restr om Finish
2 d Floor
F tins
Windo
3r Floor
Ste all
Sidina
To ou
Slab
Roof Sheaking
Water Plbina
Piers
Roofing
Sewer
Garage
Fdn. Vents
Fixtures
Footings
Stemwa I I
Garage Vents
Insulation
Water Htr.
Heaters
Slab
Carport
p
Footings V
Prov. for ph sical
handicaped
Conformance of ex.
structure
Appliances
Gas Piping & Te st
Temp. Gas 14
Slab A
Final
Sanitation
Patio
/FIRE ACE
Final
Footings
Footing
ELEC CAL
MasonryWalls
Throat
Rough
Relnf. Steel
Final
Fixtures
Bond Beam
FIRE SPRINKLEfN
Motors
Fr'amfnq
Test
Water Htr.
Stucco
Final
Subpanels
Mesh
MECHANICAL
Gird. Fault rot.
ScratolK
Heating
Service
8ro n
Co Ing
Tem . Pole
F ish
Dilcts
d
I rior Lath
entilation
oor Closer
Final
�nLal
MOBILEHOME JJTILITIES ---------------
-- EIec. Service l
Elec. Pedestal 3,T % -i\
Water Piping
Sewer a!
Gas Piping
MOSILEHOME IN TAL ATI N --- - -- - - - - - - - - Support Z S �..�1
Elec. Continuity
Water Piping -51- t S," 794',
Drainage ,5A g- >9
Gas Piping
DATE REMARKS OR CORRECTIONS OQ
5%C
• w d1
/C �� An e(NOntry An entry must be made on this form each time you visit the job site.)
COUNTY OF BUTTE
QEPARTMENT OF PUBLIC'WORKS 7 COUNTY CENTER DRIVE
OROVILLE, CALIF. - 534-4541
CERTIFICATE OF OCCUPANCY
This mobilehome has been installed in accordance with the requirements
of the California_ Administrative Code, Title 25, Chapter 5, under permit
number for the following location:
Owner '
Owner's Address
Mobilehome Mfg. ' Model Year 7
Insignia No. Serial No. ' 3
It 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.
MOBILEHOME ;INS.TALLATION INSPECTION CHECKLIST
1. Is the mobilehome located with required separation from lot lines and buildings and generally
conform to plot plan?. Yes o_
2. Does the mobilehome have required clearances above ground? (Sec.5085) Yes No
3. Are footings and supports properly sized, spaced, and braced as per approved plans? (Note
possible variation at spring shackles.) (Sec. 5082 & 5083) Yes_ No
4. Is the mobilehome level? (Sec. 5088) Yes6—No
5. If more than a single unit, are crossover connections properly installed? (Sec. 5088)
Yes No'
.6. Water
A. Is flexible connector of adequate size and properly installed (1/2" ID mtn.)?.(Sec. 5566)
Yes
4zlo_
B. Test - Does water piping withstand working pressure or 50 lbs.. air test? Yes
C. Backflow - If coach is not State alifornia approved, does station have backflow device
and pressure -relief valve? Yes
7: Wastes and Drains '.
A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes No
B. Does it have minimum k" per foot slope and is it properly supported? Yes No
C. Are any leaks detected in drainage system after running. 3- allons of water through each
--fixture including washing machine standpipe? Yes No
D. If coaQh is not State of California approved, does station have required trap and vent?
Yes
8. Gas Piping and Gas Vents
A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minim=
mobilehome connector not more than 6 ft. long? Note: All piping is to be at least as
large as the mob' a gas line inlet without reductions other than the mobilehome
connector. Yes
B. Test OK as per following procedure? Yes.o
1. Open all appliance connector valves.
2. Shut off appliance burner and pilot valves.
3 -"Air test with manometer to 10"-14" water column, or test with slope gauge (minimum
6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for 10 min. without
drop
4. Connect gas meter to mobilehome with connector, turn on gas,, test connections with
soapy water.
C. Are all appliance vents properly installed? YesZNo.
9. Electrical T
A. Is service large enough to provide adequate,amperage to mobilehome (must equal rating of
mobilehome with a minimum o.f,100 amp).and other facilities on lot, i.e., water pumps,
garage, cabana, etc.? Yest,,-�No_ -
B. Is there proper clearances around panels? Yes J/ No
C. Is power supply cord or feeder assembly properly fused? Yesv No
D. Is continuity test satisfactory as per the following procedure? Yes_ No
1. De -energize electrical wiring system of the mobilehome at the pedestal.
2. Make sure that the power supply cord or feeder assembly conductors, including neutral
conductor, have been disconnected.
3. Switch all breakers and switches in the mobilehome to the "on" position.
4. Connect one lead of a test instrument to the mobilehome grounding conductor and
apply the other lead to each mobilehome supply conductor, including neutral.
5. All non-current, carrying metal parts of the mobilehome (aluminum siding, gas line,
water line), including fixtures and appliances, shall be tested for continuity from
such equipment and the grounding conductor.
6. Upon completion of the above procedure, the -power supply cord or feeder assembly
conductors shall be connected to the site service equipment. A further continuity
test shall then be made between the g'ounding electrode and the chassis of the
mobilehome. Upon satisfactory completion of the electrical tests, the lot or site
service equipment may be approved for.;energizing.
10. Is job card signed by Health Department for water and sanitation? '
11. If everything okay, sign off card and tag services.
MOBILEHOME DATA
Manufacturer and/or Namestyle 6,24AZI ///�/_2'__
LengthWidth_
Vehicle Serial No.
State Identification No, j`3?� —•�S'
Additional Information or Comments:
RIDG,F B�Al-1 FIELD SUPPORT PIEP,S
M o d e
SOUTH ZONE
20 PSF ROOF
Rotes: - .:. .. .. ... _._._�..__.._. �
FiF-d Slioi)'r 1)e4.a r ac- RYa'>'si - r, Qi�.v� `7r Q?.Ci
Capacity
(Lbs.)
Footing Size
(Sq. In.)
Location
(Frog Front of Unit) �
Q8f o�
ttoo
' '�
E
4 ,
7
Rotes: - .:. .. .. ... _._._�..__.._. �
FiF-d Slioi)'r 1)e4.a r ac- RYa'>'si - r, Qi�.v� `7r Q?.Ci
Building Permit Number: 03 — 7il,S-b
Owner Name:
Residential Construction Requirements
IMPORTANT
This set of plans and specifications MUST be kept on the job site at all times and it is
unlawful to make any changes or alterations on same without written permission from the
Building Division, County of Butte.
All materials and workmanship shall be in accordance with recognized good practices
and of a quality prescribed for the specific use in the 1998 California Building Code
(1997 U.B.C), 1998 California Plumbing Code ( 1997'U.P.C.), 1998 California
Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.)
COiVIPLY WITH ITEMS CHECKED BELOW
❑ Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical,
H.V.A.C. equipment and services shall be a minimum of one foot above the elevation
shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate
will also be required
Note: We will -normally -accept -the following as compliance with the flood elevation
requirements:
1. Building is anchored to concrete stemwall system with conventional anchor bolts.
2. Building plate on top of stemwall to be one foot or more above the 100 -year flood
elevation. (Plate height less than 24" above grade, or engineered design required).
3. Electrical, heating, ventilation, plumbing and air conditioning equipment and
facilities located above the plate.
4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total
net area of not less than 1 square inch for every square foot of enclosed area.
5. The bottom of the openings shall be no higher than I foot above grade.
6. The openings may be screened or covered with other devices that will permit
automatic entry and exit of floodwater.
Page 1 of 2
Building Permit Num er: f/3—ZI,
Owner Name:
❑ Parcel lies within the State Responsibility Area (SRA). Comply with attached
requirements.
❑ Fire sprinklers are required in this structure.
❑ The following parcel map requirements shall be met:
\� All structures and �ecu,,ipment including overhangs shall be clear of all easements.
A setback ofQ� 0'4 et from the side and �2-b feet from the rear property lines and 20
feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of
structures and equipment except for a 2 foot overhang.
Expansive soil may be encountered on this site. This condition may require the
foundation to be designed by a California registered engineer or licensed architect.
Page 2 of 2
BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS
7 County Center Drive, Oroville, CA.
PHONE: 534-4541
MOBILEHOME INSTALLATION SHEET
1. Owner's name: r-1? 4;__5 / o `v
2.
3.
Installer's name:, cci r2L C. l
Is the site currently under permit? Yes /`./ No
(If yes, furnish permit number 172—
Is
7Z—
Is the site an existing site? Yes / / No
(If yes, furnish two (2) plot plans.)
OR
4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and
clear of all setbacks and easements? Yes /J(/ No / /
(If no, clarify )
5. What is the mobilehome electrical rating? ------------------- Amps
2d0
6. What is the mobilehome site service rating? ----------------- --- �v Amps
7. What is the mobilehome site circuit breaker rating? 2v a U Amps
8. Is there any other electric load to be served by the mobilehome
site
service? ----------------------------------------------=----
Yes / /
No 7K
(If yes, identify the load and
size: (Load)
(.Amps)
9.
:What
is the mobilehome site gas pipe
I
size? ----'- -`?-L ---------
(in.)
10.
What
is the type of gas service?
�/-S�m'r! L--- Natural / /
LPG
11.
What
is the gas pipe length from meter
or tank to the mobilehome? fV 0
(ft.)
12.
:What
is the mobilehome gas demand?
----- . ----------------
(BTU)
(This information not required
if pipe length less than 6 ft. on natural
gas
orless than 50 ft. on LPG.)
T�p: C � NNI -f
•
<,
$B°�pU�Iap ¢���vi re.
yRUILDI1 �G F EB A �TME,.
MOB ILEHOME SUPPORT DAT@!
If other than single wide,
Mobilehome Mfr. 60 Dk__')1✓4,VC"1_ #o✓%c:Sfurnish Setup Model No.
Year / 7
Width T (ft.) Box Length (o (ft.) Tagalong or Expando Size ft. x ft.
(SHOW SUPPORT DETAILS BELOW)
On all mobilehomes manufactured after October 7, 1973; furnish manufacturer's installation
manual and structural setup sheets (if not on file with the County of Butte).
All center supports measured from front of
mobilehome unless otherwise specified.
Footings (check one)
Single 211"1. Wood either
so AN A pressure treated o
foundation grade.
X
(ft.)(in:) (in.) (in.) 2. Other (specify)
❑
Center support Center support
locations* footing sizes Supports -(check one)
(in.) ❑ 1; Concrete block.
2 Other ( specify)
(ft.)(in.) (in.) (in.)
<--Tagalong or Expando,'
C 3 show support details.
(ft.)(in.) (in.) (in.)
-- Typical. Support
(in.) (in.) Footing Size
FI/5— 4TJ
(ft.)(in.) (in.) (in.) s. 6� -- Max. Pier Spacing
(ft.)(in.)U-[ TE OU'N�i'
UILDING D PA fiti,4.
/
C `r EM -- Max'. Overhang Y;
(in.) (in.)
(ft.)(in.)
66-0 BUTTE COUNTY
�J
BUILDING DEPARTMENT
APPROVED
*if Tenter piers are other than drawn above,
�.
. TTOR DYNAMICS
r6oU.NDATION.SYSTEI
WIND ZONE 1 & 2
INSTALLATION INSTRUCTIONS
For the State of California
INDEX
SECTION
INTRODUCTION
PIER HEIGHTS
GENERAL INSTALLATION
SET-UP INSTRUCTIONS
METAL PIER & V -DRIVE
PARTS LIST
CONCRETE INSTALLATION
ATICS
Release Date 0312001
Engineer Approval
PAGE
NUMBER ^� r SS, p
r ' /j/.
3
4
5&5a
6
7,.7A, 7B & 7C
8&9
SCHEM
WIND ZONE I - SINGLE SECTION
RIVE
WIND ZONE II
- SINGLE V -D
- METAL PIER
DOUBLE SECTION
- TRIPLE SECTION
- SINGLE SECTION
- DOUBLE SECTION
- TRIPLE SECTION
SOIL CLASSIFICATION
10
11
12
13
14
15
16
17
18
COMPONENT PARTS AVAILABLE UPON REQUEST
Foundation System
C ti
U 16 2
�-T��*taE5fEA >I•o N lssst
APPROVED
SUBJECT TO CORRECTIONS NOTED
APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY
OMISSIONS OR DEVIATION FROM REQUIREMENTS OF
APPLICABLE STATE LAWS AND REGULATIO;:S
State of Califomia
Department of Hoiising sod Community Development
ID S C HES AND STQANDARDS '
Dace /'/� "°
(signs ure) _
SPA N0.% '
9-/D -o3-
For Further Information
TIE DOWN ENGINEERING
5901 Wheaton Drive
Atlanta, GA 30336
404-344-0000
FAX 404-349-0401
www.tiedown.com
Tie Down Engineering, Inc.
VECTOR DYNAMICS INSTALLATION INSTRUCTIONS
Introduction
These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional
installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation
Video.
The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system. is approved in Wind Zone I & II &
III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec-
tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & II), are available through local distributors of Vector Dynamics or directly from
Tie Down Engineering.
General
The Vector Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal
Manufactured Home Construction and Safety Standards in Wind Zones I & II when the system is used as described in these instructions. See manufac-
tures Home Installation Manual for other pier & anchoring requirements. The following characteristics apply to both single and multi section homes:
• Main rail minimum spacing of 86 inches or greater.
• Nominal 8 foot or less top plate height at side walls.
• Main rail depth of 12 inches or less.
• Maximum roof slope of 20 degrees (4.4 in. in 12 in.)
• Maximum pier height under main rail of 56 inches (see page 3).
WIND ZONE 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 eave width of 12 inches on each longitudinal side of home.
WIND ZONE II
• Maximum single section home width is 15 ft including eaves, maximum eave width is 6" per side.
• Maximum single section home width of 16 ft. including eaves must use two additional vertical ties/
anchors/stabilizer plates (one per side) as listed in the charts on page 15.
• Maximum double section home width including eaves 32 ft., maximum 12" eaves per side
• Maximum triple section home width including eaves 48 ft, maximum 12" eaves per side
The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic
pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector system shall be located and constructed in accordance with
the home installation instructions and/or state standards.
To inquire about the use of the Vector Dynamics Foundation Systems with. homes of four or more sections or on homes requiring pier heights greater than
56 inches which are not included in these instructions, contact Tie Down Engineering, Inc. at 800-241-1806.
The Vector Dynamics foundation Systems may be used on homes which require. pier heights not to exceed 56 inches under one or both main rail(s). See
page 3. Note that a ground anchor is used -at each Vector system location in Wind Zones II & III. The use of interlocked double stacks of concrete blocks
may be required by the home manufacturer or the state. Check with the most recent regulations in California.
The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes. Exposure "D" homes are homes located within 1500
feet of the coastline.
Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations include shear walls, mar-
riage line ridge beam support posts, end frame ties and rim plates. The term end frame ties refers to the longitudinal ties that are attached to a home to
resist wind load on the end walls. If longitudinal ties are required by the home installation instructions. or other state standards, these longitudinal ties must
be installed and connected to anchors that are independent of other ties and anchors. See separate instructions for the use of Vector Dynamics with Tie
Down's Longitudinal Stabilization Device. The term rim plates refers to the factory brackets fastened onto the perimeter joist or specified as a location for
vertical ties.
�
Page 2 California 8/2001
56 i
ma:
Figure
Maximum Pier Height Wind Zones I & II only)
The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches
under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location
in Wind Zone II, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers
must be constructed in accordance with the manufacturer's installation instructions and/or state requirements.
The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check
with the most recent regulations in your state.
56 ii
ma)
r►yu►c c
Unequal Pier Heights ( Wind Zones .I & II only)
3 in.
iax.
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 cannot exceed 26". Note that a ground anchor must be
used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location
exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber
compression members are permitted on unequal pier heights using the Vector system. Piers must be constructed
in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked
double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent
regulations in your state.
4N. -
Il -
Page 3 California
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 - 44 per Vector system) for the center compression section, when using con-
crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL
PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC
pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber
as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281
must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter
bracket is used on top of the pipe and under the Inside Tie Bracket. In certain regions the optional Moisture
Termite Shield may be required between the lumber and ground.
ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED.
Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame width$
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.
c �
Page 4 California 8/2001
Set -Up Instructions for the
Vector Dynamics Foundation System
#59007 (Kit #59007 is interchangeable with Kit #59018)
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
rS AND
Brackets to the
re -cut boards or
__.-an with hook to
each inside tie bracket. Tighten
.bracket. When using looped strap and
a crimp seal, in place of the hook,
place a 3" long section of strap,
folded in half and inserted between
the strap and inside tie bracket. Place
other end of strap over the opposite (-
beam and continue down to outside
of the foundation blocks. Attach the
strap to the Outside Tension brackets
using the slotted bolt and nut
provided. Wind strap a minimum of
five times around the bolt. Continue
tightening the slotted bolt until all
slack has been removed and the
strap is tight.
5. SET ANCHORS
Refer to section home drawings for anchor installation information. Stabilizer plates are required for
diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is
tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 3
only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement.
Page 5 California 8/2001
Set -Up Instructions for
Vector System #59018
(Kit #59018 is interchangeable with Kit #59007)
Long U -B
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
c�
California 842001
Vector Dynamics
Metal Pier Installation
�' namlcsr�
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 I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style
anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended.
Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension
brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the
Vector pier set to 5 inches from the side wall of the home.
Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through
the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive 4hd 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 incthe anchor
head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. C.
Page 6 California 8/2001
Vector Dynamics
Foundation Systems
Component Parts List
Vector System 2000
Kit # 59018
Single piece pads with straps
and slotted bolts
. . . . . . VOA
Pan #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732
Vector System
Kit # 59007
Part #s included: 59275, 59282, 59276, 83044z & 10999
--------------------------------------------------------------------------------------------------------------
Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232
Pan Ys included: 59273, 59282, 10530, 83044z, 59232 & 59279
Page 7
Concrete Vector System
Kit # 59008
(for single stack blocks)
Concrete Vector System
Kit # 59006
(for double stack blocks)
lk�o
California 8/2001
Vector Dynamics
Foundation Systems Component Parts List
Vector 2000 3 Sq. Ft. Pad
Part # 59271
1 required with 59026 Longitudinal System
2 required with 59024 Lateral System
Part #'s included: 59281, 59288,10925, 59232 & 83044z
Part #'s included: 59269, 59113, 59282 & 10999
Adjustable Steel
Compression Strut
P/N 59043
Or
these products available
at your local hardware store
SSU`e`�ea�edl
y Q 1p�e
ea, a
n o<
�( 20,.2x QOQvcQ\pe
Q° St\\P-6011
Vector Lateral Hardware Kit
Kit # 59024
(for use with 59271)
V Drive Anchor Kit
Kit # 59287 (for use with Kit#59007 only)
A. Schedule 40 PVC pipe: 3-1/2" or 4" nominal
schedule 40 polyvinyl chloride pipe or conduit made
from type 1, grade 1, with cell classification 12454
as defined in ASTM D1784. Compound dimensions
and tolerances in accordance to the requirements of
ASTM D1785D. Color can be gray or white. Outside
diameter is 4 inches.
B. Ground Contact Rated Wood: No. 2 yellow pine or
equivalent, pressure treated to AWPACI-1990 mini-
mum, stamped "Ground Contact Rated" on wood or on
label attached to the wood when purchased.
Page 7A California 8/2001
Vector Dynamics Individual Component Parts Detail
Vector Dynamics Single Block Pad
Part # 59275 1 Sq. Ft. 12 gauge, used in pairs
16-3/16" X 9" x 2-9/16"
Vector Dynamics 2000 Single Block Pad
Part # 59310 2 Sq. Ft. 12 gauge
18.719" x 15.625" x 3"
Vector Dynamics Single Stack Concrete Pad
Part # 59277 12 gauge
17-1/4" x 11" x 5-5/16"
Vector Dynamics Double Stack Concrete, Pad
Part # 59273 12 gauge
18.75" x 18.625" x 5.188"
Vector 2000 3 Sq. Ft. Pad
Part # 59271 - 12 gauge
22.5" x 19.418" x 3"
® Vector Dynamics Tension Link
o Part # 59282
6.25" x 2.52" x 3"
0 �
Vector 2000 Tension Link
Part # 59288
2.125" x 2.375" x 2.06"
O
Concrete Wedge Anchor
Part # 10530
3/8" X 3-1/2"
>�� 0 Slotted Bolt
>> Part # 59135
3" x 5/8"
Long U -Bolt w/Nuts & Washers
Part # 83044Z
3/8" x 4" (16 Threads Per Inch)
® ® Short U -Bolt w/Nuts & Washers
Part # 10999
3/8" x 3" (16 Threads Per Inch)
Page 713
: L TIE
DOWN
FNGIN_CRINGM
[ • 11
zl::ee
Vector Dynamics Single Block Pad
Part # 59275 1 Sq. Ft. 12 gauge, used in pairs
16-3/16" X 9" x 2-9/16"
Vector Dynamics 2000 Single Block Pad
Part # 59310 2 Sq. Ft. 12 gauge
18.719" x 15.625" x 3"
Vector Dynamics Single Stack Concrete Pad
Part # 59277 12 gauge
17-1/4" x 11" x 5-5/16"
Vector Dynamics Double Stack Concrete, Pad
Part # 59273 12 gauge
18.75" x 18.625" x 5.188"
Vector 2000 3 Sq. Ft. Pad
Part # 59271 - 12 gauge
22.5" x 19.418" x 3"
® Vector Dynamics Tension Link
o Part # 59282
6.25" x 2.52" x 3"
0 �
Vector 2000 Tension Link
Part # 59288
2.125" x 2.375" x 2.06"
O
Concrete Wedge Anchor
Part # 10530
3/8" X 3-1/2"
>�� 0 Slotted Bolt
>> Part # 59135
3" x 5/8"
Long U -Bolt w/Nuts & Washers
Part # 83044Z
3/8" x 4" (16 Threads Per Inch)
® ® Short U -Bolt w/Nuts & Washers
Part # 10999
3/8" x 3" (16 Threads Per Inch)
Page 713
: L TIE
DOWN
FNGIN_CRINGM
[ • 11
® o Protecto-Strap Carriage Bolt w/Nut & Washer
a Part #59276 O Part # 10925
6.3" x 3.3" x 7/8" ® 1/2" X 2-1/2"
® �®
Strap Protectors a Protecto-Strap
Part # 59232 Part # 59279
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 G120 MS60 59165 60'
Strap w/Swivel Connector MS600 59170 600'
t Part # Length
59732 12'
p 59734 14'
os 59736 16' Frame Tie w/Hook
00 8 ft. P/N 591.95
10 ft. P/N 59210
Earth Anchors 12 ft. P/N 59211
° Longer Lengths Available
0
30" x 3/4" with 2-4" helix
Black Paint: Part #59095
Galvanized: Part #59079
Earth Anchor Stabilizer
V Drive Head s 12" wide
Part #59269:. ; Black Paint: Part #59292
` u' Galvanized: Part #59294
.5 � •t�Ej .
o Drive Rods ¢�
e ® Part #59113
0
rage t u
L,awornia
L•TFArIM
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 (gals. 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.
S. 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
1fi r.
de'o`'
.. W
Vector pad
for
concrete „.
Concrete
footer Page 8
Wood Cap
and wedge
Outside
Tension
Bracket
Wed e
B �o
California /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
Inside
Tie Bracket
Compression
boards
U -bolt Page 9
Vector pad
for
concrete
Concrete
footer
ltkttl
California 6/2001
WIND ZONE I -
Vector Dynamics Systems Required - -
J ♦
for Single Section Homes
(Materials Required) - - -; : - '
_me _
WIND ZONE I
(not to scale)
co
o �2 sq. ft. pad
instructions and/or state requirements.
Maximum allowable working drag load for the
Vector System with the steel compression strut is
Soil Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report.
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required": 30" with 4" helix anchor (59095),12" stabilizer plates (55292),
1-1/4" frame ties w/4725 lbs. min. breaking strength.
Home Length
Vector Systems
Required
Anchors Required
Per Side "
0 to 72'
3
2
73 to 90
4
3
* Anchor and stabilizer plate combination
Each Vector Foundation System requires
V One Mkctor 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
Y or 2 ea. 2 x 4 pressure treated wood
compression member
V or 1 ea. 3-1/2" or 4 nominal SCH 40 PVC
pipe compression member
¥ or 1 TOE adjustable steel strut
NOTE: Vector Systems should be spaced as evenly as
Anchors Required
is practicable a" the length of the home. Pier spacing
WIND ZONE I
must be consistent with home manufacturesIrMitation
Per Side'
1
0 to 72'
Vector Dynamics Systems Required
3
I
compression strut Is 3,150 pounds per
Single Section Homes
2, 3, the K2 Engineering test report.
Soil Bearing Capacity:
1,000 PSF minimum
Anchors Required':
Difficult Soil Conditions --'""""--" "
4
1-1/4" frame ties w/4725 lbs. min. breaking strength.
When using "V" Drive Anchors
'
`.\
_
member (center compression member only)
\
se6o o s,s a�ual guidelines
,gie
,n
fs 9eneW Sp
EXamp` t be p home
♦ 1
ho u
===--- r\Jllustratnd pacin9n' _',,,.--'"-
<y
`.♦;
ads
♦ I anon P
_
Found
1 icy. '-++;
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1
♦ .
I
� lu� � �sf �
2
Cp ♦ ,i � � —
CD
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CD
V -Drive anchors
are used only in
WIND ZONE I
(not to scale)
sq. ft. pad/
Home Length
NOTE: Vector Systems should be spaced as evenly as
Anchors Required
is practicable a" the length of the home. Pier spacing
must be consistent with home manufacturesIrMitation
Per Side'
wMictions andlor state M#einents.
0 to 72'
Maximum allowable working drag load
3
for the Vector System with the steel
compression strut Is 3,150 pounds per
Soil Classifications:
2, 3, the K2 Engineering test report.
Soil Bearing Capacity:
1,000 PSF minimum
Anchors Required':
"V" Drive Anchor, Part Number 59269
4
1-1/4" frame ties w/4725 lbs. min. breaking strength.
When using "V" Drive Anchors
Home Length
Vector Systems
Anchors Required
stem requires
Each a Vector K, Foundation YAnchors, 4 slotted bolts
Required
Per Side'
• 2 ea. 1-1/4 in. tie, length will vary with pier height
(4725 Ib. min. break),
• 1 ea. 4 x 4 pressure treated wood compression member
0 to 72'
3
3
• or 2 ea. 2 x 4 pressure treated wood
compression member
73' to 90'
4
• or 1 ea. 3-1/2" or 4• nominal SCH 40 PVC pipe compression
14
member (center compression member only)
• or 1 TDE adjustable steel strut
* "V" Drive Anchor, Part Number 59269 •2 ea. 2x4 pressure treated wood for
'V" Drive Anchor connection.
Note: PVC pipe cannot be substituted for wood on the
'V' Drive Anchor connections.
TIE
DOWN
fflfll/IfRlllf.
v
0
Metal Pier Sets
ZONE I --"'
Vector Dynamics Systems Required
for Single Section Homes Up to 72 ft.
I �
(Materials Required) - �, to U; _ -
home ms. de\Ines' i
__- `e9 %je tot 0manaa�9
e o� a �� to spa oine�nsta�lat�On
1
tta�tonSO acing cn _ 1
and sP
0 pads
I Foy _ 1
\ i
two.
00
N
O
O
2
W". a„ S.
Soil Classifications:
Soil Bearing Capacity:
Anchors Required:
Materials:
2, 3, 4A, & 4B
1,000 PSF minimum
3/4" x 30" with 4" helix anchor (59095)
12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties
Each Vector Foundation System requires
one Vector Kit, 2 slotted bolts
2 ea. 1-1/4 x 12 ft. ties (4725 Ib. min. break)
1 ea. 4 x 4 wood compression member
or 2 ea. 2 x 4 wood compression member
Home Length
Vector Systems
Required
Anchors Required
Per Side `
0 to 72'
3
2
73' to 90'
4
3
` Anchor and stabilizer plate combination
NOTE: Vector Systems should be
spaced as even)yy as is practicable
along the lengtf� of the home.
1� TIE
DOWN
cucrnccarnc
WIND ZONE I - OMe Ines.
Vector Dynamics Systems Required ""�byese l "s1s �uat9etae1,,_
for Double Section Homes _ _ - - ' " 0f a 12 (aa \3r me°nstatkatton, _
(Materials Requiredl EXamps\,o1VSgen tbeto
nd
1\Wstcatspacing
a I ♦
ads
on p _
\ undaCt I \ \ \
I \
` I
I `f
\
W w qq
Maximum allowable working drag load
for the Vector System with the steel
compression strut is 3,150 pounds per
the K2 Engineering test report.
0
0
%2 sq. ft. pad?
NOTE: Vector Systems should be spaced as evenly as
4 - is practicable along the length of the hone. Pier spacing
must be consistent with home n nufachrerV Installation
Instnntioris and/or state requirements.
Soil Classifications: 2, 3, 4A, & 413
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required: None (marriage wall anchors may be required by home manufacturer)
Home Length
Vector Systems
Required
0 to 48'
2
48' to 71'
3
72' to 89'
4
Each Vector Foundation System requires
• One Vector Kit, 2 slotted bolts
• 2 ea. 1-1/4 in. lies, length will vary with pier height
(4725 Ib. min. break),
• 1 ea. 4 x 4 pressure treated wood
compression member
• or 2 ea. 2 x 4 pressure treated wood
compression member
• or 1 ea. 3-1/2" or 4' nominal SCH 40 PVC
pipe compression member
• or 1 TDE adjustable steel strut
n
W
O
7
u
WIND ZONE 1
Vector Dynamics Systems Rel
for Multi Section Homes
(Materials Required)
Soil Classifications: 2, 3, 4A, & 4B
Snil Rearing CaDaCity: 1,000 PSF minimum
V
Anchors Required
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 Systems
1
0
L
up to 76'
WIND ZONE 1
6 Q
11
Imp—
rel �� ��•
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.
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 Ib. min. break)
1 ea. 4 x 4 wood compression member
or 2 ea. 2 x 4 wood compression member
or 3-1/2" or 4" nominal SCH40.Pipe
com ression member or 1 TDE adjustable
steePstrut
A
DD
V
CD
n
N
O
A
WIND ZONE II
(not to scale)
C.
O
00
N
0
o �2 sq. ft. pad
`NOTE: For single section homes
with eaves that exceed 6 inches
In Zone 2, two additional frame.
tie anchors with stabilizer plates
(one anchor and one plate per
side) must be Installed in additon
to the number of anchors listed
In the chart below.
Maximum allowable working drag load
for the Vector System with the steel
compression strut Is 3,150 pounds per
st report.
Soil Classifications: 2, 3, 4A, & 4B the K2 Engineering to
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
er Side `
Eaves 6"
or less
Eaves over 6"
less than or
equal to 12"
0to48'
4
4
5
49' to 60"
WIND ZONE II (Hurricane)
5
6
61' to 72'
6
Vector D namics Systems Required
7
73" to 84'
7
7
for Ingle Section Homes _ _ - - _; - -; - - " - " - o� homem� �tde\;nes.edl
85' to 90'
--
8
(Materials RequirQd}:_.,--'-- ectO! a\9
A^_,---"
72�ts� a9!e
- tn9 to
°fs 9eneta Spa home
-
SY, Show oskb
_
11\�Sttat\ a SPactn9
053
dation p
WIND ZONE II
(not to scale)
C.
O
00
N
0
o �2 sq. ft. pad
`NOTE: For single section homes
with eaves that exceed 6 inches
In Zone 2, two additional frame.
tie anchors with stabilizer plates
(one anchor and one plate per
side) must be Installed in additon
to the number of anchors listed
In the chart below.
Maximum allowable working drag load
for the Vector System with the steel
compression strut Is 3,150 pounds per
st report.
Soil Classifications: 2, 3, 4A, & 4B the K2 Engineering to
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
er Side `
Eaves 6"
or less
Eaves over 6"
less than or
equal to 12"
0to48'
4
4
5
49' to 60"
5
5
6
61' to 72'
6
6
7
73" to 84'
7
7
B.
85' to 90'
8
8
9
2ft.Max HP
Vector Systems should be spaced as evenly as Is
practicable along the length of the home. Pier spacing
must be consistent with home manufacturers'
Instructions and/or state requirements.
Each Vector Foundation System requires
• One Vector Kit, 2 slotted bolts
• 2 ea. 1-1/4 in. ties, length will vary with pier
height (4725 Ib. min. break).
• 1 ea. 4 x 4 pressure treated wood
compression member
• or 2 ea. 2 x 4 pressure treated wood
compression member
• or 1 ea. 3-1/2" or 4" nominal
SCH 40 PVC pipe compression
membe r
• or 1 TDE adjustable steel Strut
WIND ZONE II
Vector Dynamics Systems Required " hs%es. ���
n p('ne to ; e g�•i
for Double Section Homes _ _ - -' - " ubie Sed \Je . n rnaouax d "-
(Materials Required) _ Of a 72e�a\sPa o e VISW\atto - - -
h - i
tv
CD Maximum allowable working drag load
for the Vector System with the steel
compression strut Is 3,150 pounds per
the K2 Engineering test report.
n
sv
O
3
W
�Xa(0 shows must be to ,
'
ourtidaon
,F `
' -
\ I
IN
I
` _ `` � �,.� �:. � �� ` k �"; 2 t�. max• , ` �
NOTE:
Vector Systems should be spaced as evenly as Is pra
the length of the home. Pier spacing must be constsh
manufacturers' Instructions and/or state requirement:
WIND ZONE II
(not to scale) •
\2 sq. ft. pad
Soil Classifications: 2, 3, 4A, & 4B
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required': 30" with 4" helix anchor (59095),
1-1/4" vertical ties w/4725 lbs. min. breaking strength.
Home Length
Vector Systems
Required
Anchors Required
Per Side'
0to48'
4
4
49' to 60"
5
5
61' to 72'
6
6
73" to 84'
7
7
85' to 90'
8
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 Ib. min. break).
• 1 ea. 4 x 4 pressure treated wood
compression member
• or 2 ea. 2 x 4 pressure treated wood
compression member
• or 1 ea. 3-1/2" or 4" nominal
SCH 40 PVC pipe
compression member
• or 1 TDE adjustable steel Strut
I,
VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS
This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified
as Class 4A 4B, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class
5 conditions (above 50 in. lbs.), contact Tie Down Engineering.
SOIL CLASSIFICATIONS
Soil Class
Types of Soils
Blow Count (ASTM
Soil Test Probe (1)
D1586)
Torque Value (2)
1
Sound hard rock......
NA
NA
Very dense and/or
40 -up
More than 550 in. lbs.
cemented sands, coarse
2
gravel and cobbles,
preloaded silts, clays,
and corals
Medium -dense coarse
24-39
350-549 in. lbs.
3
sands, sandy gravels, very
stiff silts and clays
4A
Loose to medium dense
14-23
275-349 in. lbs
sands, firm to stiff clays
4B
and silts, alluvian fill
175-275 in. lbs
Peat, organic silts,
0-14
175 in. lbs
5
inundated silts, loose fine
and lower
sand, alluvium, loess,
varied clays, fill, fly ash.
(1) The purpose of the soil test probe is to gage the strength of the soil below the surface
and near the anchor's helical plate. The strength of the soil is estimated in terms of its'
resistance to penetration (flow) under load by means of the torque probe and is measured in
inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.;
the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft
must be of suitable length for anchor'depth.
(2) A measure synonymous with moment of a force when distributed around the shaft of the test
probe.
Information about geographical areas of termite infestations which might require the optional termite
and moisture shield when a wood compression member is used may be obtained from the local
building official or may be found in the 1995 edition of the One and Two Family Dwelling Code.
Page 18
California N001