HomeMy WebLinkAbout069-130-019�
Roaney.A. Williams 69-13-/9
519'Silverleaf Dr., lot 173, KR#6,
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uppuuz �tuyCTUR�
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>. Permit #1210-36M 41 pl�l
Issued
contr: Duralum Awnings, Sacramento
Permit #4113,=76 B (F6've red decks
T069-130-019 03-3263
519 SILVER LEAF DR, OROV
Cont: BRUCE BRODERICK
EX MH PERM FND
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iC011C71��~M�
COPY of Document Recorded
14-Hov-2003 2003-0080835
RECORDING REQUESTED BY: Has not been compared with
original
BUTTE COUNTY RECORDER
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE CA 95965
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.
DOLORES M. LEMA
REAL, PROPERTY OWNER/LESSOR
519 SILVER LEAF DRIVE
MAILING ADDRESS
OROVILLE BUTTE CA 95965
CITY COUNTY STATE ZIP
SAME
INSTALLATION MAILING ADDRESS, IF DIFFERENT
SAME
CITY COUNTY STATE ZIP
SAME
UNIT OWNER (if also Property owner, write "SAME")
SAME
MAILING ADDRESS
SAME
CITY COUNTY STATE ZIP
UNIT DESCRIPTION
BUTTE COUNTY BUILDING DIVISION
LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY
7 COUNTY CENTER DRIVE
MAILING ADDRESS
OROVILLE BUTTE CA 95965
CITY COUNTY STATE ZIP
03J263, 530 538-7541
B NO. TELEPJJNE NUMB R
IL
SIGYATWZOF LOCAL AG C FFICIAL DATE
NONE
DEALER NAME (if not a dealer sale, write "NONE")
NONE
DEALER LICENSE NO.
LANCER
1976
ROYAL LANCER
MANUFACTURER'S NAME
DATE OF MANUFACTURE
MODEL NAMEINUMBER
AM 25068
60'X 24'
247234/5
SERIAL NUMBER(S)
LENGTH X WIDTH
INSIGNIA/LABEL NUMBER(S)
PEAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER AP # 069-130-019
SEE ATTACHED
HCD FORM 433(A) REV. 8/91
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Order No. 1-176680
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HE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS:
"-
;
ALL THAT CERTAIN REAL PROPERTY SITUATE !N THE COMITY OF
AS THAT FOLLOWS:
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Mr !a
BUTTE, STATE OF CALIFORNIA, DESCRIBED
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LOT 173. AS SHOWN ON THAT CERTAIN
t,',Ap ENTITLED, "KELLY RIDGE ESTATES UNIT ONE",
'RECORDED IN THE OFFICE OF THE
a i
RECORDER WHICH MA WAS
'OCTOBER 30, 3970, IN BOOK 38 OF 1PS, AT PAGES 5 COUNTY HRU 10,F BUTTE, STATE OF CALIFORNIA, ON
3 'µ
CERTIFICATE OF CORRECTION RECORDED
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MARCH 17, 1971, IN BOOK 1663, PAGE 624, OFFICIAL RECORDS.
AP NO.
. ,
069-130-019
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FOUNDATION SYSTEM
t
CERTIFICATE OF OCCUPANCY
BUILDING PERMIT NUMBER: 03-3263
Address or location of unit: 519 SILVER LEAF DRIVE, OROVILLE CA 95965
Legal Description of Real Property: AP # 069-130-019
SEE ATTACHED
(x) Mobilehome/Manufactured Home
() Commercial Coach
Has been affixed to the real property above by installation on a foundation system
pursuant to Health and Safety Code Section 18551.
Owner's name: DOLORES M. LEMA
Owner's address: 519 SILVER LEAF DRIVE, OROVILLE CA 95965
INSIGNIA OR HUD NUMBER: 247234/5
SERIAL NUMBER OR V.I.N.: A/B 25068
MANUFACTURER'S NAME: LANCER YEAR: 1976
OFFICIAL APPROVING INSTALLATION
DATE: ,)
PHONE: (530) 538-7541
H.C.D. 513C
STATE OF CALIFORNIA - DEPARTMENT OF HOUSING -AND COMMUNITY DEVELOPMENT
REGISTRATION CARD MOBILEHOME DECAL No. LAY4739
MANUFACTURER NAME/ID
TRADE NAME
MODEL
DOM
DDT
DFS
SPC
EXPIRATION
LANCER/
ROYAL LANCER
00/00/76
07/25/76
U SERIAL NUMBER
LABEL/INSIGNIA NUMBER
WEIGHT
LENGTH
WIDTH
ISSUED
EXEMPT
USE
TYPE
1 A25068
247234
000000
000720
000144
09/11/97
JSCC
04
SFD
I
LPT
2 625068
247235 `
000000
000720
000144
TOTAL
3
4
FEES '
5
PAID:
6
$48.00
A LEMA DOLORES M
D 519 SILVERLEAF DR
D OROVILLE CA 95966
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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.
7 TUP PIIOOONT TTTI C CTATIIC nc TUf' siiewT •&At# n� .......-...... ..--.. _.. -..- _ ..
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Ordt. 1 X �r�!IC C
Recorded `1
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Check 77.75
Official Records I
AND R'III:N RKORDEI) MAIL. 1'1►
County of
bolores M. Lerna
Butte I
Candace J. Grubbs I
:.225 Vienna Ur. #987
Recorder I
Sunnyvale, Ca. 94089
8:00am 3 -Feb -97 I
BWTC MD 2
Grant Deed
All 069-130-019
t7'1`r7•aIr\Y1.F!•'IVtt�1. .w•. - "�iit�L�'l}�%, �<I-�,fYM1CT..'+-`�!�r��'vo5
The undersigned gram or(s) declare(s):
Documentary transfer tax is $ 68.75 -
(X ) computed un full value of property conveyed, or
( ) computed on full value less liens and encumbrances reniainiii, -+t time of sale.
and
(X ) Unincorporated area ( ) Un.i ncorporat.o-ri
FOR A VALUABLE CONSIDERATION, receipt of which is l{erehy acl`nuwlt:dgcd,
GEORGIA M. WILLIAMS, a widow
hereby GRANT(S) to
DOLORES M. LEMA, an urmtarried woman
the following described real properly in the Unincorpc:rar-ed
County of Butte
State of Cali.i'trni:::
SEE ATTACHED SCHEDULE C FOR LEGAL DESCRIETLON
Dated: January 10, 1997
....................
Georgia M.Wlliams
Slate (it Cnlilhnlin
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the undersianml.. aMtary 11111lic in and Ra' ani i St.lc rer ouall. nppe?trrd
px hmvcd u, nu on tilt hasis or mliklautir) evidcncc 1 o11
he the rersmiK whose Il:!—M X/1144 5111+sC6Net) Ur the within illmolmoll alta
nekw1wledged It' Inc 11101 KUS11011h& executed the �atne in KAIMA+ICrt :moth -•Hill
caracity(tr4 and 11ml by N Alcr%IlUtt sistnanlrelNctm lite inVllnuelq 1
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IK elle erltlly 1t111111 hellall' 11l' u htlh 1110 rcr�tm(� Scle/l Ct et]I1t41 IiiC III}4tt 111t 111
wuNISS Inv hand and official sca� „y
U' -MARY CAE38AL
comm, 01079176
' NOTARY MJRLIC - CALIFORN
a SO ANO COUNTY 0
Comm. Exp, DOC. a, /4
flltia nrca lift nilkial nt+lari:d zeal)
REGISTRATION CARD MOBILEHOME DECAL No. LAY4739
MANUFACTURER NAME/ID
TRADE NAME
MODEL
DOM
DOT
DFS
SPC
EXPIRATION
LANCER/
ROYAL LANCER
S
00/00/76
S
07/25/76
I
E
U SERIAL NUMBER
LABEL/INSIGNIA NUMBER
WEIGHT
LENGTH
WIDTH
ISSUED
SCC
EXEMPT
USE
TYPE
I A25068
247234
000000
000720
000344
09/11197
04..
_ _=
SFD
LPT
I
2 825068
247235
000000
000720
000144
",'_ ",
''
" TOTAL '
3
A
L
4
Q
—
W
FEES
5
R
=-
PAID:
6
-
- '
,
.4 $48:00
A
LEMA DOLORES M
D
519 SILVERLEAF DR
D
OROVILLE CA 95966
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IMPORTANT 01-251-0051
THE OWNER INFORMATION SHOWN ABOVE MAY NOT REFLECT ALL LIENS RECORDED WITH THE
DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AGAINST THE DESCRIBED UNIT.
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ATTACH CHECK
NAME:
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DATE: % A;1-3163
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NOTES
RESIDENTIAL
069-130-019 03-3263
LEMA, DELORES
PERMIT NO. j 519 SILVER LEAF DR, OROVILLE
I Cont: BRUCE BRODERICK
EX MH PERM FND
� f
THE HCD FORM 433A FOR THIS MH CANNOT BE
RECORDED UNTIL ONE OF THE FOLLOWING HAS
BEEN TURNED IN TO THE BUILDING DIVISION-
I (1) LICENSE PLATE(S) OR DECAL (THE
t INSPECTOR MUST RETREIVE).
z (2) STATEMENT OF FACTS (ONLY ON NEW
t, MH'S).
. INSPECTOR TO VERIFY SERIAL & LABEL #'S.
i
J
1
i'
i
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
JOB FINALED (Date)
Signature
CHECKED
BY
J=OK'
U = Not OK
NotNoApplic
Readyable
DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except ft
1.
Zoning Requirements -Setbacks -Easements
2.
Soils; Special MH Support Sketch
3.
Sewer; Location -Test -Fall -C/O -Concrete
4.
Water; Location -Test -Easement Needed (Sketch)
5.
Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
6.
Gas; Location -Test -Wrap;-/ /" L'ft.
/ P Nat. or / /" L "ft./ P LPG
7.
Well Clearance & Disconnect
9.
8.
Utility Clearance
10.
Roof; Shthg-Roofing
11.
Ext.; Steps -Doors -Landings
Date
Braced Wall Panels
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
Date
1.
Zoning Requirements -Setbacks -Easements
Date
2.
Footings: Size -Spacing -Marriage Line
1.
3.
Gas; MH Test -Demand -Valve -Connector
2.
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
3.
5.
Drain; MH Test -Fall -Flex Connector
4.
6.
Water; MH Test -Regulator -Connector
5.
7.
Water and Sewer Connected -C/O to Grade -HD Approval
6.
8.
Gas and Electricity Tagged
7.
9.
Tie Downs -Type -Installation Cert.
8.
10.
Exits; Insp.-Sketch
9.
11.
Cert. of Occupancy
10.
Plumb.; Cir. Test -Water Supply Test
11.
Light Niche
Date
Enclosure; Fencing -Alarms
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
PERM NT END SYSTEM (ONLY)
Date
" Requirements -Setbacks -Easements
F otings; Size -Spacing -Marriage Line
Blocking
4.
Gas; MH Test -Demand -Valve
5.
Electricity; MH Test
6.
Water; MH Test
7. Water and Sewer Connected
8.
Gas and Electricity Tagged
-q--Exits
19YLicense
Decals
Date _f,�-e/
11.
Verify #'s with_Q4ce
Card B-1 Date Card B-1
Date -
Card B-1-7. Date Card B-1
MISCELLANEOUS
Date
DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements.
2.
Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3.
Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails
4.
Wood Awn.; Posts-Beams-Rftrs-Connectors
Shthg-Frg-Bracing
5.
Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6.
Carports; Windows -Doors
7.
Electric
8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9.
Siding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
11.
Ext.; Steps -Doors -Landings
12.
Braced Wall Panels
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
POOLS (Plans) OK except #'s
1.
Setbacks -Easements
2.
Soils; Compaction -Structure Stability
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4.
Elec.; Receptacles and Lighting, Distance-GFI
5.
Elec.; Pool Lighting; 15 Volts-GFI
6.
Elec.; Enclosures; Conduit Entries -Terminals -Listed
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes-Enclosures-Panelboards-Ins. to Main Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11.
Light Niche
12.
Enclosure; Fencing -Alarms
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
J=OK
0 = Not OK
- = Not Applicable
. = Not Ready
N
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
81. Guard Rails & Deck Construction -Post Caps
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
91. Corrections from Previous Inspections
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
Date
26. Size Boxes & No. of Conductors Stapled
Date -
27. Romex Installed Close to Edge of Studs & C.J.
Date
28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
Comments at Final:
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)
47. Hangers -Post Caps -Anchors -Connectors
48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng.
49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance
50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
52. Garage Fire Protection Framing -RC Channel
53. Property Line Firewall & Openings
54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
57. Siding -Nailing Veneer
58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
59. Glazing Area -Glass Protection -Skylights -Plastic
60. Shear Walls; Nailing -Bolts
61. Brace Interior/Exterior Wall Panels
62. Insulation -Walls -Ceilings
63. Infiltration -Walls -Windows
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
64. Ext. Steps -Door & Sidelight Protection -Landings
65. Smoke Detector
66. Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
67. Bedroom Exiting
68. G.F.I. & Bath Fixtures & Tub Access -Spa
69. Elec. Trim & Subpanel, Breaker Sizes & Labels
70. Stairs & Rails
71. Fireplace or Stove, Clearance -Hearth
72. Elec. Outlets at Wood Panel, Int. & Ext.
73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance
74. Elec. Outlets & Receptacles at Kit. Counter
75. Garage Fire Door; Swing -Landing -Closure
76. A.C. Duct in Garage -Damper
77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
78. Plb.; Elec. & Mech. Equip. Listed for Location
79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection
80. Insulation -Foam -Looked in Attic
81. Guard Rails & Deck Construction -Post Caps
82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor O Yes -
_
83. Following Instld./Drive O Yes 0 No/Walks O Yes 0 No/Planters 0 Yes O 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
CORRECTION NOTICE
ER
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.
Date zlaz'zo Inspector
REV 10/92
z
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street - Chico, CA - (530) 891-2751
7 County Center Drive - Oroville, CA - (530) 538-7541
CORRECTION NOTICE
OWNER
PERMIT 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.
Date //—/0 UJ Inspector
REV 10/92
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION V
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO.
(Rev. 12/96) APPLICATION AND PERMIT
ASSESSOR PARCEL NUMBER 069-130-019
ZONING
BUILDING PERMIT
OWNER
DOLORES LEMA
TELEPHONE
589-2235
SO. FT. OCC. BUILDING VALUATION
1440 R 77 760.00
. OWNERS MAILING ADDRESS
519 SILVER LEAF DR OROVILLE
CONTRACTOR'S NAME
BRUCE BRODERICK
TELEPHONE
1 873-5059
DD NG ADDRESS
ODBOXu786. MAGALIA 95954
CONSTRUCTION LENDER
Fireplace
LENDER'S MAIUNG ADDRESS
Total Valuation $
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee
$ 20.00
Permit Fee
$270.25
ARCHITECT OR ENGINEERS MAIUNG ADDRESS
Plan Checking Fee
$91-00
BUILDINGADDRESS
519 SILVER LEAF DR OR
Energy Plan Checking Fee
$
$
PERMIT FEE
$
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
Each Trap
7.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome N Other
SPECIFY
Solar or heat pump water heater
23.00
Water piping
15.00 15.00
Each gas water heater or vent
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other EX
Describe Work: EX MH PERM F'NDN
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home I S I G W
@20.00
PERMIT FEE
S35.00
ELECTRICAL PERMIT
Fling Fee 20.00
Main Service PODA OR LESS
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is i full force and effect.b
License Class Lic. No. yj�
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.
❑ 1, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
WORKERS' COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation Insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Main Service 200A To IoaoA
46.00
NEW CONST. DWELLING OCCUP.
OR ADDNS. ( a ACC. BLDS.
SG
3.5¢FT;
NEW
R6,�T. MULTI-OUTLETITS
@7,50
a POWE.RAPTUS
SING
M oA
Ex. Occu OUTLET OR FDnURES.50
s20 p 1.00
Ex. Occup. O.
q.'6J EA
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
RR _
PERMIT FEE
S
MECHANICAL PERMIT
Fling Fee 20.00
Heating
Cooling
Hood
6.50
Ventilation
PERMIT FEE
$
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
I certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation pr isions of section 3700 of the Labor Code, I shall
forthwith comp with thos provisions.
X , e /6f z�63
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
Mobile Home Installation Fee
$
Energy Inspection Fee $
Occ
CONST. TYPE
TOTAL FEE $ 348.25
HAZ.
I D. FEES IMP FLOOD
CDF PARCEL PD HD
ISSUE
This permit is hereby issued under
of the Butte County Code and/or
incate above for which fe s have
Bdi
PERMIT EXPIRES
the applicable provisions
Resolutions to do work
been paid.
at l� 716
ate
iI Receipt No.
WHITE-D.D.S.-B.D. CANARY -AS ESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
i
r
r
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive, Orovilie, CA 95965 Phone (530)53 87541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET
OWNER: / v ' `Cz,, SSESSOR PARCEL NUMBER a U
Proposed Building Use: ! m 4Counter Technician: Date: ' �69- 6
nems required in order to apply for a permit. All VbQ_xes MUST be checked OR marked,NA in order o pply.
i v 1. Site plans, 3 or 4 sets, signed by the preparer of the plans.
❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans.
❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
❑ 4. Engineered truss details and layouts in duplicate. No faxes!
❑ 5. Energy compliance design and supporting documentation in duplicate. s
Manufactured homes: (A) Data sheets and installation inst, (8) Marriage line info, (C) Floor Plan, (D) Tie down or fn plans, all in duplicate.
❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcsin triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be
stamped and wet -signed by the engineer.
Items required for initial plan review. If checked.items` have not been received, plan review cannot proceed. The permit will be indexed and
returned to the plan review line-up when required Items are received.
Date Received By
❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................
❑ 9. Site plan and business license approval from the City of Biggs .................... • ...............
❑ 10. Letter of intent for non-residential buildings.........................................................
❑ 11. Detached Accessory Building Form filled out by the owner .....................................
❑ 12. Hazardous Material Form...............................................................................
❑ 13. Fire Sprinklers............................................................................................
❑ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by
❑ 15. Other
Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.)
❑ 16. Fees as shown on the attached Schedule of Fees Due Sheet .......................................
❑ 17. Statement of Intent for Non -heated and AIC Buildings .............................................
❑ 18. Sanitation and site plan approval from the Environmental Health Department in
❑ 19. City of Chico Plumbing permit........................................................................
❑ 20. California Department of Forestry plan approval ❑ paid. Sent by: ......................
❑ 21. Planning approval for (A) Use: (B)Parking: (C) Parcel Check:
❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage ...............................
❑ 23. NPDES Form....................>........................................................................
002'6.
.Encroachment Permit for driveway m the Public Works Dept ...............................
Pre=Inspection for n S,_required................
Contractor's license Information. (Number, Name Style, Classification) ......................
❑ 27. Worker's Compensation Carrier and Policy Number .............................................
❑ 28. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) .....................
❑ 29. Letter of Signature authorization....................................................................
❑ 30. Recorded copy of Agricultural Acknowledgment Statement ....................................
❑ 31. Manufactured home utility clearance ........................................................... .
❑ 32. Existing violations and/or expired permits ................... ...................
❑ 33. Jf� Grant Deed,' .H. Title/Statement of FactsiaUtter from Legal Owner, a k.to H.C.D. $
❑ 34.,Other:
When issued Telephone and hold for pickup.
r
I have been infgrfned of the above items a=requirements for obtaining a building permit. Z
Applicant: Date: �l� ���3
1. Index permit application for the above items numbered: Plan Check Letter
2. Additional items required
Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date:
Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date:
Plans reviewed by: Date: -7, 0 ?? Plans approved by: Date:
Structural reviewed by: Date: Structural approved by: Date:
Note transfer by: Date:
Yellow: Building Division
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75_4,1
P rwiT N
• ev.A
12/96) �PP'l.1GAT6�3NAND PER�IAIT �--
ASSESS�P r�Nuags20! D/% �Of1NGRWF
BUILDING 3�t�iMIT
Dw / � 3OCC. U -DING VALUATION
6
OWNERS AD6
Jr
C CTOR's NAME °
co rolls ADM
,p,
CONsrnuc LMER
IEbwom DD
MAJUNG ARESS FireplaceYotal Valuation
Filing $
ARCWECT OR ENGINEER u�FtrsE Na FFee $ 20.0
Permit ,Sa $
ARCMiECr OR QHS M &M ADDRESS
ELECTRICAL PERMIT Feng Fee 20.0
Main Service CoA 23.00
Main ..Service ( 200A To IOWA ) 48.00
' ^ �1 ADONS. 8 8105_ :1.JSGFT.
PERMIT FEE PAID $ t1\ NOMRFSID. T.°S�`T`O1"� 07450
a unFr
ASS
00
Ek. Occup. oun roR 6p x':0050
SRA Ex. Occup.DuntzSAPP_) E~ 5.00
Temporary Service IN,, 23.00
M6brle Home Facilities 20.00
f&c:- i i 2
SHERIFF $_
PER IT -FEE' $
MECHMI PERMIT Fling Fee 20,0:
OTHER . Heatin
Coolki
Hood
6.50
Ventilation
PERMIT FEE S
WbIle Home installation Fee $
Energy inspection Fee $
N °`x TOTAL FEE $
y J rrAz.a IfF1.000 COF v —EL v0 . Ho ss
AMOUNT RECEIVED $ ^' -
' 1 This permit Is hereby issued under the applicable provision!
ell-) of the Butte County Code and/or Resolutions to do.- wor
DATE RECEIVED. indicated above for which fees have been paid.
By Date
�
0
���
Plan Checking Fee I
I $
-�
U
Energy Plan Checking Fee is
$
PERMIT FEE
s'
LOT No.
suawstomNAME
°/RCS 1W
PLUMBINGPERMIT
Filing Fee 20.0
Each Trap
7.00
USEOFSTRUC7URE
Solar or heat pump water heater
23.00
SF ❑ Duplex ❑ Mobflehom-i�k Other -
Water piping
15.00
sr�aY
Each gas water heater or vent
15.00
TYPE OF WORK
Gas piping system 1 - 5 outlets
15.00
New ❑ Addition ❑ Remodel ❑ Utilities ❑ instaMon ❑ Other
Building sewer
15.00
Mobile Home S • G W
@20.00
Describe Work:
PERMIT FEE
$
ELECTRICAL PERMIT Feng Fee 20.0
Main Service CoA 23.00
Main ..Service ( 200A To IOWA ) 48.00
' ^ �1 ADONS. 8 8105_ :1.JSGFT.
PERMIT FEE PAID $ t1\ NOMRFSID. T.°S�`T`O1"� 07450
a unFr
ASS
00
Ek. Occup. oun roR 6p x':0050
SRA Ex. Occup.DuntzSAPP_) E~ 5.00
Temporary Service IN,, 23.00
M6brle Home Facilities 20.00
f&c:- i i 2
SHERIFF $_
PER IT -FEE' $
MECHMI PERMIT Fling Fee 20,0:
OTHER . Heatin
Coolki
Hood
6.50
Ventilation
PERMIT FEE S
WbIle Home installation Fee $
Energy inspection Fee $
N °`x TOTAL FEE $
y J rrAz.a IfF1.000 COF v —EL v0 . Ho ss
AMOUNT RECEIVED $ ^' -
' 1 This permit Is hereby issued under the applicable provision!
ell-) of the Butte County Code and/or Resolutions to do.- wor
DATE RECEIVED. indicated above for which fees have been paid.
By Date
�
0
���
d&9-/ 36-0l9
REQUEST FOR INSPECTION_
Location:
Permit No.
• Owner: Contractor:
Call Ll Phone: �1
BLDG.
PLUMB/MECH
ELECTRIC
M.H.I./M.H.U.
PRE-
INSPECTIO
Form
Rough
Rough
Fnd/Ftg
Frame/Underfloor
Stucco Lath
Stucco Brown
Woodstove
Brace Panel
Top Out
Gas Piping/Test
Temp. Gas
Sewer Piping
Water Piping
Temp. Service
Main Service
Underground
Well Circuit
Corrections
Final
Job Status
Permit Renewal
Verify Utilities
Ex Mobile Site
POOL
Insulation
Shower Pan
Nailing
Gunite
Demo
Bonding
Corrections
Corrections
Corrections
Light Niche
Ready for
linspec.on:
Final
Final
Final
Corrections
Final
Date: Comment:
rl
t
PRE-i�TSPEC'iON
.:.. ....
. . ............
f REPORT
.:.::.:....::: .
.
OWNER:
LOCATION:.l 1
CONTRACTOR: : 4k(/C&-
PRE•INSPETION
DATE:_
A.P. # ?r,
ZONING:
DATE TO INSPECTOR 16 PERMIT HISTORY:( ) NONE(,& FOLLOWS:
BUMBING INSPECTOR'S REPORT
Building Description:
Electric:
Gas:
CommerciaWsage:
ResidentiaV# of Units:
Currently Occupied
Abandoned/Vacant
Yes No Electric currently On Off_
Condition of Electric
Natural Propane None Currently On Off
Obvious Problems:
Sanitation:
Plumbing Working
Well Working Potable Water
Obvious SewageProblems_
ACTION RECOMMENDED: ISSUE:I/ HOLD FOR
Inspector:B ' �_ Date
—*- LY7
r
t
Sketch buildings on reverse and indicate location on property.
4
Building Permit Number: 0 3
Owner Name: t&M&
Residential Construction Re uirements
IMPORTANT
This set of plans and specifications MUST be kept on the job site at all times and it is
unlawful to make any changes or alterations on same without written permission from the
Building Division, County of Butte.
All materials and workmanship shall be in accordance with recognized good practices
and of a quality prescribed for the specific use in the 2001 California Building Code
(2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California
Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.)
COMPLY WITH ITEMS CHECKED BELOW
Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical,
H.V.A.C. equipment and services shall be a minimum of one foot above the elevation
shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate
will also be required
Note: We will normally accept the following as compliance with the flood elevation
requirements:
1. Building is anchored to concrete stemwall system with conventional anchor bolts.
2. Building plate on top of stemwall to be one foot or more above the 100 -year flood
elevation. (Plate height less than 24" above grade, or engineered design required).
3. Electrical, heating, ventilation, plumbing and air conditioning equipment and
facilities located above the plate.
4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total
net area of not less than 1 square inch for every square foot of enclosed area.
5. The bottom of the openings shall be no higher than 1 foot above grade.
6. The openings may be screened or covered with other devices that will permit
automatic entry and exit of floodwater.
Page 2of 2
Building Permit Number:
Owner Name:
r Parcel lies within the State Responsibility Area (SRA). Comply with attached
requirements.
Fire sprinklers are required in this structure.
'5 The following parcel map requirements shall be met:
All structures and equipment including overhangs shall be clear of all easement
A setback o0% 4' et from the side andad s'
��"0�i'�t 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 re
quire the
foundation to be designed by a California registered engineer or licensed architect.
BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS
7 County Center Drive, Oroville,.CA.
PHONE: 534-4541
MOBII.EHOME INSTALLATION SHEET
1. Owner' s- name • Rodney A._..Williams
2. Installers name: Carneros Mobile Transport
3. Is the site currently under permit? Yes /x / No
(If yes, furnish permit number 2 S Z D — 7 ) OR
Is the site an existing site? Yes / / No /x /
(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 / x/ No / /. ...
- (If no, clarify )
5. What is the mobilehome electrical rating? ----------------------- 200 Amps
6. What is the mobilehome site:.servicewrating?--------------------- 200 Amps
7.' What is the mobilehome site circuit breaker rating? ------------- 200 Amps
8. Is there any other electric load to be served by the mobilehome
site service? --------------------------------------------------- Yes / / No Ax./*
-(If yes, identify the load and size: (Load) -0- (Amps)
9. What is the mobilehome site gas pipe size? ----------------------
10. What is the type of gas service? ----------------------------- Natural / /_ LPG
11. What, is the gas pipe.::l.ength from. meter, or tank to the mobilehome? -D (ft.).
12. What is the mobilehome gas demand? ------------------------------ -0 (BTU)
(This information not required if pipe length less than:;.:6t.-ft...on natural gas
or less than 50•ft. on -!LPG..)
b:!o 7r7 C®Uri_���y
U,'I, U� �aJ i�li. &
P V
MOBILEHOME SUPPORI DATA
Mobilehome Mfr. Lancer Setup Model No. 464 Year 76
Royal onardh
Width 24 (ft.) Length E0 (ft.) -Expando Size ft.x ft.
(Draw support details below)
On all mob ilehomes manufactured after October 7, 1973, furnish manufacturer's installation
manual and structural setup sheets (if.not on file with the County of Butte).
fl11 i
• E�(� �/ ,,,. Sin le Footings- (check.on,
/x/ -1. Wood "either
i
pressure treated o:
:enter Center Support :. ... fdn. •: grade.: "
support Footing Sizes
,ocations (in.) / 2. -Concrete pad.
P2.43. Other,'specify'
•. — — _ _ _ _ a Supports (check ont
/x/ 1. Concrete block
i24x 30 P / / 2. -concrete piers
3. Steel piers
. ........... ...
4. Other, specify
4,.�
ty
Typical Support
12x 30 Footing Size
in .
24 x 30 in, in.)
.(in.)(in.)
�. Max. Pier.
Spacing
24 x 0 t. in.
t. in. in.)-
A
(in.)(in.) + 1 _ 0 Max.
-z-zs-a 1 Overhang
�L®� U n
'If center piers are other than drawn above, � G DEPART .,.
draw in locations, spacing, and dimensions.
BUTTE COUNTY-
BUILDING
OUNTY-BU6LDING D7PA,RTM.ENT
A 'OVEED
=1
Vector Dynamics
Foundation System
INSTALLATION INSTRUCTIONS
for the State of California
Version 9/212003
INDEX
Approval
PAGE
RELEASE
SECTION
NUMBER
DATE
MANUFACTURED IIOMEJMOMSHOMS
FOUNDATION SYSTEM
WALTS AND SAFETY CODE, SECTION 18531
INTRODUCTION
2
9/2/03
APPROVED
GENERAL INSTALLATION
3
9/2/03ES
SUBJECT TO CORREMONSIMM
PARTS LIST
4 & 5
9/2/03
NOT ANT
MMMONS OAR DEVIATION FROM REQ APPMEMSNfS OF
LONGITUDINAL DEVICES
6
9/2/03
APPUCABLESTATE IAWS AND REGUI.A71ONS
of
PIER HEIGHTS
7
9/2/03
ouzWSao
wd Cemm n4 Development
SET-UP INSTRUCTIONS
8
9/2/03
x DES AND STANDARDS
5
DATs Lfl
cam•)
SPAli D6
FOOTER SIZES
ThbP anAppwvdEVim
WIND ZONE I - SINGLE
9
9/2/03
- DOUBLE
10
9/2/03
- TRIPLE
11
9/2/03
- HIGH PIER
12
9/2/03
WIND ZONE II - SINGLE
13
9/2/03
- DOUBLE
14
9/2/03
Q?Vt0FESS/0/,
M. w%
- TRIPLE
15
9/2/03
No. o 245rn
V -DRIVE & PIER SYSTEMS
16
9/2/03
CIVIL
g7F0F CAt-tFO\Q
SOIL CLASSIFICATION
17
9/2/03
CONCRETE INSTALLATION
18 & 19
9/2/03
COMPONENT PARTS AVAILABLE UPON REQUEST BU17E COUN
P ,ref 0
TIE DOWN ENGINEERING • 5901 Wheaton Drive •Atlanta GA, 30336 %lE
Tie Down Engineering, Inc.
VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS
Introduction
These instructions describe the proper use of.the lateral and longitudinal foundation system. You may also refer
to the home manufacturer's installation manuals that include the Vector Dynamics system as an alternate foun=
dation system.
General
The Vector Dynamics Foundation System provides the support to resist lateral, longitudinal and over -turning
movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in a
specified wind zone when the system is used as described in these instructions. Please verify state or local wind
load requirements prior to installation of the home.
The Vector Dynamics Foundation System resists lateral & longitudinal wind & seismc loads by anchoring the
two longitudinal main rails. The system is approved to be used on single or multi section homes:
Nominally 12 feet to 16' feet wide- (single section) with main rail spacing of 95 inches or greater
on center; multi section main rail spacing of 75 inches or greater on center.
Nominal 8 foot or less top plate height at sidewalls with main rail depth of 12" or less.
Maximum roof slope of 20 degrees (4.4" in 12" slope).
Maximum eave width (roof overhang of sidewall) of 12" for Zone I, 8" fo Zone II
Maximum pier height under main rails -see page 7.
The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system con-
sidering that each Vector Dynamics pad has two (2) or (3) square feets bearing area.
To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections, other
widths, or on homes requiring pier heights which are not included in these instructions, contact Tie Down
Engineering, Inc. at 1-800-241-1806.
The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes within 1500
feet of the coastline.
Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer.
These locations may include shear walls, marriage line ridge beam support posts, end frame ties and rim plates.
Page 2 California 9/2/03'
GENERAL INSTALLATION INSTRUCTIONS
SITE PREPARATION
It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or
flowing beneath the home.
FOOTINGS AND FROST LINES
The Vector Dynamics Foundation System was designed to be placed directly on top of the ground (or poured
concrete) after clearing all loose vegetation. In areas with frost heave, use Vector for Poured Concrete (see
pages 20 & 21) to comply with local requirements for footer depth.
FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS
Vector Pads are used in place of conventional foundation pads. One Vector pad provides two or three square
feet of bearing support: Vector Systems should be spaced as symmetrically as possible along the length of the
home. For pier locations in between the Vector Systems, use the normal foundation pads.
LUMBER/MOISTURE -TERMITE SHIELD
To. cut PVC or lumber (2 - 2x4's,1 - 44 or 1 adjustable steel commpression member per Vector system) for the
center compression section,when using concrete blocks for piers, measure center to center frame (I-beam) dis-
tance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16".
ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED.
Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the
same, the pre-cut boards will also be the same length in each Vector set-up.
STRAP INSTALLATION
All frame ties and diagonal straps must go from the anchor to
the top of the I -Beam. See illustration below.
1. Attach frame hook to top inboard
location of "I" beam. (Frame hook must be
attached to frame at points closest to floor support.)
2. Keeping in line with the hook, wrap galvanized
strap completely around "I" beam.
3. Pull strap past anchor head approximately ten inches
before cutting to allow enough strap to give a minimum
of five turns around the slotted anchor bolt.
4. Thread loose end through slotted bolt so that the strap is
flush with the other side of the bolt.
5. Tighten slotted tensioning bolt a minimum of five full turns.
Page 3 California9/2/03
Vector Dynamics
Foundation Systems
Lateral Component Parts List
Vector System
Lateral Stabilization Block Pads
#59018 - 2 sq. ft. single/double block pads with
hardware, swivel straps and slotted bolts
Vector System
Lateral Stabilization for Concrete
# 59036 - Single (only) block pads with
hardware, swivel straps and slotted bolts.
# 59049 - Double block pads with hardware,
swivel straps and slotted bolts.
Vector System Lateral Stabilization
For Difficult/Rocky Soils
# 59287 -V-Drive System
Must be used with:
# 59018 - Vector for single/double block pads
3 Sq. Ft. Pad Vector System
# 59271 - Vector 3 sq. ff. pad (2 required)
# 59024 -Vector Lateral Hardware Kit,
includes PVC adapter.
Strap/Swivel Strap Connectors & slotted bolts
not included.
Page 4 California 9/2/03
Vector Dynamics
Foundation Systems
Longitudinal Component Parts List
3
Longitudinal Stabilization
Hardware Kit
# 10733 - (for use: with 59018 Vector
System, single stack block sets only.
Longitudinal struts not included)
Longitudinal Stabilization
Hardware Kit for Concrete
# 59023 - Includes 2 beam clamps,
tension brackets, nuts and bolts.
(for use with #59036 & 59049,
longitudinal struts not included)
3 Sq. Ft. Pad Vector Longitudinal
System
# 59026 - Includes 2 beam clamps,
2 tension brackets, nuts & bolts.
(for use with #59271, longitudinal
struts not included)
Struts for Longitudinal Systems
Parf No.
Length
Pier Height
# 59016
30"
up to 2 Blocks
# 59012
39"
up to 3 Blocks
# 59013
44"
up to 4 Blocks
# 59014
53"
up to 5 Blocks
# 59015
65"
up to 6 Blocks
PVC Adapter Bracket
# 59281 - For use with Schd 40 PVC
Center Compression Strut
# 48612 - Single Section, 62"- 108"
# 48613 - Double Section, 34"- 60"
(includes short u -bolts, nuts, washers
and 6 self taping screws)
Page 5 California 9/2/03
Longitudinal Stabilizer Devices
The use of LSD systems on a single or multi section home replaces longitudinal anchors,
stabilizer plates and .straps. The Longitudinal Stabilization Device (LSD) is used with the Vector
Dynamics System to resist loads in the longitudinal direction (short dimension) of home. The
number of LSD required is shown on pages 10-13.
C
LSD
1. Longitudinal Foundation Pad
2. Beam Clamp (2 per system)
3. Longitudinal Strut (2 per system)
4. Tie Bracket (2 per system)
Combine Vector Dynamics
& LSD ,
Note: Two struts =1 L.S.D. system.
Can be used on one pad or siipt on
opposite ends of the home.
Examples of Possible Placement:
(Contact TIE DOWN for placment in other Wind Zones)
Wind Zone
5ingle Section
I
1
I
I I
I I
I I
I 1
I I
I I
I I
I I
I I
I
I
I
Wind Zone
Double Section
18 Ft. Max. 32 Ft. Max.
Forgreater widths use
triple section design.
Page 6
Wind Zone
I
Triple Section
Wind Zone
I
Tag 5ection
48 Ft. Max.
California
<X= -I -I --
9/2/03
50 In
Max
Maximum Pier Height
Vector Dynamics Foundation Systems may be used on single section homes in Wind Zone I which require pier
heights (from surface of Vector pads to top of concrete or metal pier) not to exceed 50 inches under one or
both main rail(s). Note that a ground anchor must be used.at each Vector system location where the pier height
exceeds 24 inches for single section homes. On multi -section homes in Wind Zone I, an anchor must be used
at each Vector System location with pier heights above 46" with the following exception: double section homes
that are 24' wide, in Wind Zone I, have a maximum pier height without anchors of 38". See page 12 for
double section home high pier set instructions.
50 in
max.
Unequal Pier Heights
Maximum
Homes with unequal pier heights are limited to 50" maximum pier height. The difference be een the taller pier
and the shorter pier cannot exceed 26".
D9,
Page 7 California 9/2/03
Set -Up Instructions for
Vector System #59018
Long U -Bolts
1. Set Vector Pads
Clear all vegatation where pads will rest. Place
a long U -bolt in pad as shown. Press or ham-
mer pad into the ground.
2. Set Block or piers on pads.
Center foundation blocks or piers on pads. Place
pre-cut center compression member between
blocks, resting on pads, centers between U -bolts
as shown.
3. Outside Tension Bracket
Attach outside tension bracket as shown to out-
side of pads.
Page 8
4. Inside brackets & straps
Attach the inside tie brackets to the U -bolts over
the compresion member. Attach a strap w/hook
or swivel strap w/nut & bolt. Place other end of
the strap over opposite I-beam & down to out-
side tension bracket. Cut strap 12 - 15 inches
past bracket. Attach strap & slotted bolt in
bracket. Tighten strap until tight with 4-5 wraps
around bolt. Repeat with opposite strap.
c
Califor 9/2/03
WIND ZONE 1
Home Length
Vector Systems
Required
Anchors Required
Per Side or 24" Pier
E
24+" Piers
L.S.D.
0 to 72' -
3
2
3
2
73' to 90'
4
3
4
2
WIND ZONE f, SEISMIC ZONE 4""
-
Vector Dynamics Systems Required for
Single Section Homes
1 I\ \
(Materials Required)
- - - . " - -
' " "
I I ♦ \
e coonh°me
ttsing
les
-
- ♦ ,
':�
_"- --"
a72
-
g
E± ♦ ,
epiof
- :"_-`-
5
-
"
-..
'. \ \
" —
"
—
}.
Y
L Cue.
- 3I1 ♦
I .. r - � ,, , ..—u.
..
wee an •
— � � �
`a
f
Yit LL
W_
••77 9
;. 1
�,
y
max
Z
y ,
i1.y.
�R
—F� YES yah
3A
Note: L.S.D.= Longitudinal N
Stabilization Device
NOTE: Vector Systems should be spaced as '
See Page 6.
symmetrically as possible along the length
of the home. Pier spacing must be
o
Soil Classifications:
2, 3, 4A, & 46
consistent with home manufacturers,
Soil Bearing Capacity:
1,000 PSF minimum
Instructions and/or state requirements.
Anchors Required:
30" with 2-4" helix anchor (59095),
12" stabilizer plates (59292) 1-1/4" frame ties
WIND ZONE 1
Home Length
Vector Systems
Required
Anchors Required
Per Side or 24" Pier
E
24+" Piers
L.S.D.
0 to 72' -
3
2
3
2
73' to 90'
4
3
4
2
x
Each Vector System requires one of the following:
co " 1-4x4 or 2-2x4's pressure treated wood compression member,
p q p. Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list)
�2 s ft. ad�.
NOTE: Vector Systems should be spaced as
symmetrically as possible along the length of the
home. Pier spacing must be consistent with home
manufacturers' instructions and/or state requirements.
n
w
0
No anchors required. For
pier heights up to 46" for WIND ZONE I
28'-36' wide,
38" for 24' wide.
See Pg 12 for high pier
instructions.
2 sq. ft. pad
c n -
Soil Classifications: 2, 3, 4A, iso Q$
Soil Bearing Capacity: 1,000 PSF minimum
A h Re uired"v None ("Marriage wall anchors may be required by home manufacturer)
nc ors q
Home Length
Vector Systems
Required
Anchors Required
Per Side
L.S.D.
0to40'
2
WIND ZONE I, SEISMIC ZONE 4
2
41' to 66'
- I
0
I
Vector Dynamics Systems Required for
"
0
I
♦,
I
Double Section Homes -
- - -
\J \
(Materials Required), _ - ' .
- ' _ -1e
h om
-
I
- '
�♦ ,
- , _
- -
Section
"
��
♦
\
`♦ K`_ _
Ex
�`i,1
\\tet
i
r,
,
♦ �. .•
'e
'i
,�:r.:
roti ;° —
\ I
...
_
y.
NOTE: Vector Systems should be spaced as
symmetrically as possible along the length of the
home. Pier spacing must be consistent with home
manufacturers' instructions and/or state requirements.
n
w
0
No anchors required. For
pier heights up to 46" for WIND ZONE I
28'-36' wide,
38" for 24' wide.
See Pg 12 for high pier
instructions.
2 sq. ft. pad
c n -
Soil Classifications: 2, 3, 4A, iso Q$
Soil Bearing Capacity: 1,000 PSF minimum
A h Re uired"v None ("Marriage wall anchors may be required by home manufacturer)
nc ors q
Home Length
Vector Systems
Required
Anchors Required
Per Side
L.S.D.
0to40'
2
0
2
41' to 66'
3
0
3
67' to 84'
4
0
4
85' to 90'
S
0
4
Each Vector System requires one of the following:
1-4x4 or 2-2x4's pressure treated wood compression member,
Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list)
Note: L.S.D.=
Longitudinal
Stabilization
Device
See Page 6.
WIND ZONE I, SEISMIC ZONE 4 ,- "-- - - "t;onh°mse S'
Vector Dynamics Systems Required for _ _ - -' " _ - - - mu\t1 sea Vector 51s
m _ -
4rriple Section Homey - - - _ _ - ' " J \e o� a � eral SPac�n9 , - _ - � ' ♦ ,
s gen `
(Materials Required) - ' ' -s ' - - EXa nsv%OW
111usccet�O
— _ v
1 - - ♦ 1
-
NOTE:
rn When a pier height at Vector locations exceeds 46", an
anchor must be used on the outside wall/beam at that
approximate location.
NOTE: Vector Systems should be spaced as
symmetrically as possible along the length of the
home. Pier spacing must be consistent with home
C-)
manufacturers' Instructions and/or state requirements.
sv
0
Tag or__ ---
full triple
2 sq. tt. pad 2 sq. tt. pad
Soil Classifications: 2, 3, 4A, & 4B
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required*: None (*Marriage wall anchors may
be required by home manufacturer.)
Home Length
Vector Systems
Required
Anchors Required
Per Side
LSD
Main TAG
0to48'
2+2 on Tag
0
2
1
49' to 71'
3+ 2 on Tag
0
2
1
72' to 84'
4+ 2 on Tag
0
2
2
85' to 90'
5+ 2 on Tag
0
2
2
Each Vector System requires one of the following:
1-44 or 2-2x4's pressure treated wood compression member,
Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list)
WIND ZONE 1, SEISMIC ZONE 4 (High Pier Sets) -- "' -�
Vector Dynamics Systems Required for
Double Section Homes
(High Pier Sets with Diagonal Ties)_ - - ct`p� home _ ',,�
1 sed%0"
a72 "
p� y,
I �
ICD
NOTE: Vector Systems should be spaced as
symmetrically as possible along the length of the
home. Pier spacing must be consistent with home
manufacturers' instructions and/or state requirements.
W
WIND ZONE I
Max. Height Unit Width
See Page 7
co
N
I•Beam
W Spacing
A �2 sq. ft. pad
4s'
Min.
0 to 48'
2
2
2
49' to 71'
3
3
3
72' to 84'
4
4
4
85' to 90'
5
5
4
Soil Classifications: 2, 3, 4A, & 4B
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required': 30" with 2-4" helix anchor (59095), 12" stabilizer plates
(59292) 1-1/4" frame tie with connector
Each Vector System requires one of the following:
1-4x4 or 2-2x4's pressure treated wood compression member,
Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list)
I-
WIND ZONE II, SEISMIC ZONE 4 (Hurricane)
I �
1 \
Vector Dynamics. Systems Required for
1 ,
Single Section Homes
(High Pier Sets with Diagonal Ties)
1 I
flan hors ems el\nes•..-
1e sec on\tecsY. anual g%3%
1e of a 7� �a sP g� me�nstallat�on m"l^ - I
ey amp ho`Ns 9eust be to o
J1Justcat�d sPa°in9
Vo pdat\on Paas a
VrqJ
1 �
te
w
CD
N
C)
CA)
v
WIND ZONE II
(not to scale)
Soil Classifications:
Soil Bearing Capacity:
Anchors Required`:
2,3,4A & 4B
1,000 PSF minimum
30' with 4° helix anchor (59095),
1-1/4° vertical ties w/4725 lbs. min
breaking strength.
Home Length
Vector Systems Anchors Equired
Required per side
LSD
0 to 48'
3 5
2
49' to 60'
5 6
2
61" to 72'
6 7
2
73' to 84'
7 8
2
85' to 90'
8 9
2
2 mO �P ,
NOTE: Vector Systems should be spaced as
symmetrically as possible along the length of the
home. Pier spacing must be consistent with home
manufacturers' instructions and/or state requirements.
Maximum allowable working drag load for the Vector
System with steel compression strut is 4,000 lbs. per
the K2 Engineering test report.
Each Vector System requires one of the following:
�2 sq. ft. pad 1-44 or 2-2x4's pressure treated wood compression member,
Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list)
WIND ZONE II, SEISMIC ZONE 4
Vector Dynamics Systems Required for _ - - ' " Seot�of sys a Ua; g;,�ae\'ne�
Double Section Homes _ - - C3& o' \jec .r man
1 NOTE: Vector Systems should be spaced as
A symmetrically as possible along the length i
home. Pier spacing must be consistent with
manufacturers' instructions and/or state req
Maximum allowable working drag load for tt
System with steel compression strut is 4,001
the K2 Engineering test report.
W
ge be
to
Inome 'In
dat,%on pads
FIRM
WIND ZONE II
(not to scale)
aon nednng Udpdcny. 1,uuu rar nnnununi
Anchors Required': 30" with 4' helix anchor (59095),
1-1/4' vertical ties w/4725 lbs. min. breaking strength.
Home Length
Anchors Equired
per side
Vector Systems LSD
Required
0 to 48'
4
4 3
49' to 60'
5
5 3
61" to 72'
6
6 3
73' to 84'
7
7 4
85' to 90'
8
8 4
�f�A�i Each Vector System requires one of the following:
1-4x4 or 2-2x4's pressure treated wood compression member,
�2 sq. ft. pad Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list)
�i
cfl
N) ach Vector System requires one of the following:
1-44 or 2-2x4's pressure treated wood compression member,
Schedule 40 PVC Pipe & 1 adjustable steel compression (see parts list)
NOTE:
When a pier height at Vector locations exceeds 46", an
anchor must be used on the outside wall/beam at that
approximate location.
NOTE: Vector Systems should be spaced as
symmetrically as possible along the length of the
home. Pier spacing must be consistent with home
manufacturers' instructions and/or state requirements. Tae or ---,-
Soil Classifications: 2, 3, 4A, & 4B full triple
pie
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required*: 3/4" x 30" with 4" helix ancho (59095) 1-1/4" vertical ties
w//4725 lbs. min. breaking strength.
Home Length
Vector Systems
Required
Anchors Required
Per Side
- - - - - - -
- - - 4�
WIND ZONE JI, SEISMIC
ZONE
49'to, 71',-
Vector Dynamics Systems Required
forn
me
2
Triple Section NoInes,
4 + 3 on Tag
bo
oems
multi sect% tot Sqst
3
2
(Materials Required)
5 + 3 on Tag
ro k t ot
3
1 2
0 r\evz\ s
A
q
li, ZOA
02,
�i
cfl
N) ach Vector System requires one of the following:
1-44 or 2-2x4's pressure treated wood compression member,
Schedule 40 PVC Pipe & 1 adjustable steel compression (see parts list)
NOTE:
When a pier height at Vector locations exceeds 46", an
anchor must be used on the outside wall/beam at that
approximate location.
NOTE: Vector Systems should be spaced as
symmetrically as possible along the length of the
home. Pier spacing must be consistent with home
manufacturers' instructions and/or state requirements. Tae or ---,-
Soil Classifications: 2, 3, 4A, & 4B full triple
pie
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required*: 3/4" x 30" with 4" helix ancho (59095) 1-1/4" vertical ties
w//4725 lbs. min. breaking strength.
Home Length
Vector Systems
Required
Anchors Required
Per Side
LSD
Main TAG
0 to 48'
3 + 2 on Tag
4
49'to, 71',-
4 + 2 on Tag
5
3
2
72' to 8 4'
4 + 3 on Tag
7
3
2
85' to 90'
5 + 3 on Tag
1 8
3
1 2
2 sq. ft. pad
2 sq. ft. pad
Vector Dynamics
Metal Pier & V -Drive Installation
METAL PIER FOUNDATIONS
For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U -
bolts. Outside Tension brackets attach the same, Inside tie brackets mount 'upside down' as shown in drawing. Metal piers using the
Vector System can only be used on level ground sets.
Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home
Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements.
To cut lumber (2 - 2x4s or 1 - 4x4 per, or 1 adjustable steel commp(ession member, part #59043 Vector system) for the center com-
pression section, when using METAL PIER STANDS, measure center to center frame distance and add 16'. Optional Moisture Termite
Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED.
Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut
boards will also be the same length in each Vector set-up.
VI
for rocky sc
re used only in
!ion homes.
V -Drive anchors are used only in Zone I, single section homes in areas where rocky soil conditions do not allow helix style anchors to
be installed.
Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the
outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board
should extend from the base of the Vector pier set to 5 inches from the side wall of the home.
Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive
anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete
stop on the V -Drive head. Attach a strap with hook or buckle to the frame and attach to the V -Drive head with a slotted bol ut the.
strap end about 12 to 15 inches past the anchor head to allow at least four or five wraps around the slotted bolt. ont' a tighte 'ng
��
strap until all slack is out and strap is tight. . _ N C_ D_
Page 16 California 9/2/03
VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS
Vector Dynamic Foundation Systems may be used only on homes set on soils classified as Class 2, 3, 4A and 4B as
described in the table below:
SOIL CLASSIFICATIONS
Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1)
D2586) Torque Value (2)
1 Sound hard rock...... NA NA
Very dense and/or 40 -up More than 550 lbs - in.
cemented sands, coarse
2 gravel and cobbles,
preloaded silts, clays,
and corals
Medium -dense coarse 24-39 350-549 lbs - in.
3 sands, sandy gravels, very
stiff silts and clays
4A Loose to medium dense 14-23 275-349 lbs - in.
sands, firm to stiff clays
4B and silts, alluvian fill 175-275 lbs - in
Peat, organic silts, 0-44 175 lbs - in.
5 inundated silts, loose fine and lower
sand, alluvium, loess,
varied clays, fill, fly ash.
(1) The purpose of the soil test probe is to gauge the strength of the soil below the surface
and near the anchor's helical plate. The'strength of the soil is estimated in terms of its resistance to penetration
(flow) under load by means of the torque probe and is measured in Ib -in. The test probe has a helix on it. The
overall length of the helical Section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.;
the pitch is 1.75 in. The shaft must be of suitable length for anchor depth.
(2) A measure synonymous with. moment of a force when distributed around the shaft of the
test probe.
Vector Foundation Pads Equivalent to Footer Pads*
Footer Size:
16x16 = 256 sq. in.
or 16x18 = 288 sq. in.
Footer Size: _
20x20 = 400 sq. in.
or 17x25=425 sq. in.
EQUALS 4 EQUALS
2 -Vector Pads # 59275 1 -Vector Pad # 59271
288 sq. in. or 432 sq. in.
1 Vector Pad # 59130
Vector Pad(s) exceed the surface area required when used as the equivalent /iste bove.
'Foundations in soil with a bearing capacity of less than 1,000 PSF must be designed by a Registered Professional En in ar with site
conditons
Page 17 California 9/2/04L
Vector Dynamics System
for Concrete Applications
Instructions
These instructions are an addendum to the standard Vector Dynamics instructions. Read
and follow all applicable instructions and guidelines in the Vector instructions and home
Installation manual. The Vector system for concrete pads applies to concrete footers,
runners and slabs. Minimum size of concrete per Vector pier is 24"x24" x 4" or 18" round
(min) x 10" deep. The bottom of footers must be below the frost line or a minimum of 4"
below finished grade whichever is greater. Concrete must be sufficiently cured and set,
to accommodate an anchor bolt to its' full load resistance.
1. Determine location of pier sets where the Vector systems will be located.
2. Place one Vector concrete pad (galv. metal) on the concrete where the pier will be
• located, centered under the I-beam of the home. Place the upturned edge towards the
center of the home and directed to the opposite Vector pier. Do the same for the opposite
Vector pier.
3.. Measure the distance between the two Vector system pads at the base where the Vector
pad meets the concrete. Cut two ground treated 2x4's or Schedule 40 PVC pipe, or 1
adjustable steel commpression member, part #59043 this length and place between the
piers as shown.
4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown.
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 holes on each side into the concrete using the holes in
the Vector pad as a guide. Drill the 3/8" diameter holes 3 inches deep.
8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up
,the holes in the bracket, Vector pad and concrete pad.
Illustration One
of a Single Section
Set -Up
Vector pa
for
concrete
footer
Page 18 California
Wood Cap
and wedge
Outside
Tension
Bracket
Wedge
Bolt
a
Vector Dynamics System
for Concrete Applications
Instructions
9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors. The nut should be
screwed on enough to have 1 or 2 threads showing on the top.of the bolt. Place the wedge
end of the bolt into one of the holes, going through the outside tension bracket, metal
Vector pad and into the concrete.
10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt
above concrete is 2".
11. Repeat for the other hole in the outside tension bracket and the two holes on the other
Vector system pier set.
12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the
Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not
tighten yet.
13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to -go
over the opposite pier and down to the outside tension bracket, plus 12 inches for
wrapping the slotted bolt. Repeat for the opposite side.
14. Tighten inside 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. Wedge the pier set at this time.
16. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside
tension bracket and Vector pad to the concrete.
17. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with
end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using
at least five turns on the slotted bolts.
Illustration Tyr
Inside
Tie Bracket
Compressii
boards -oi
PVC Pipe
Nage 19 uanrorma
3d
e
e v
WOW
BUTTE COON
4-AUILDING DEPARTMD.,y-
41
P P R 0 V
700 un &Y7
o .
. ..........
77
BUTTE COON
4-AUILDING DEPARTMD.,y-
41
P P R 0 V
700 un &Y7
IN
BUTTE COON
4-AUILDING DEPARTMD.,y-
41
P P R 0 V
700 un &Y7
PERMIT NO
4113-76B
PERMIT EXPIRES
OWNER Rodney A. Williams
CONTR. Duralum Awnings., Sacramento
LOCATION (A.P. - 34-62-19
519 Silverleaf Dr., lot 173,. KRIM, Oroville
Temp. Power Pole
Called PG&E
Temp. Elec. Serv.
Called PG&E
Temp Gas Serv.
alled PG&E
JOB L
FONA ED
(Date)
(Signatur
COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS _
BUILDING INSPECTION RECORD
BUILDING BUILDING (Cont'd) PLUMBING
Setback 1, Z—
Firewall
Soil Piping
Forms i
Parapets
1st Floor
Main Bldg.
Restroom Finish
2nd Floor
Footings
Windows
3rd Floor
StemwaII
Siding
To out
Slab
Roof Sheathing
Water Piping
Piers
Roofing
Sewer
Garage
Fdn. Vents
Fixtures
Footings '7
StemwaI I
Garage Vents
Insulation
Water Htr.
Heaters
Slab
Carport
Footings
Prov. for physically
handica ed
Conformance of ex.
structure
Appliances
Gas Piping &Test
Temp. Gas
Slab
Final
Sanitation
Patio
FIREPLACE
Final
Footings /— / ' i
Footing
ELECTRICAL
Masonry Walls
Throat
Rou h
Relnf. Steel
Final
Fixtures
RINKLERS
Motors
Framing / — / 7 Test
Water Htr.
Stucco Final
Subpanels
Mesh MECHANICAL
Grd. Fault Prot.
Scratch Heating
Service
Brown Cooling
Temp. Pole
Finish Ducts
Underground
Interior Lath Ventilation
Permanent
Door Closer Final
Final
DATE REMARKS OR CORRECTIONS
(NOTE: An entry must be made on this form each time you visit the job site.)
Owner J n d hie -
Mailing Address
Contractor 'DLL Y-4 L"
Mai I ing Address .GJ c:? p
Building Address
COUNTY OF BUTTE — eEPAVTMENT OF PUBLIC WORKS
7 County Center Drive — Orovi lie, California 95965
Telephone: 534-4541 lLJ
APPLICATI101tAND PERMIT
BUILDING
iI SQ. FT. OCC. BUILDING VALUATION
Telephone No.
Telephone No.
F 41 — 7,-
A. P. No. 3 L%.— % 'i- — / Zoning & Planning
F W. Saa"",eR Fire Dept. Fire Zone Use Permit
EQA Parking I Parcel Parcel Ma 0' R/W Improvements
Plans eclaration p p
Bldg. Plans Recd Parcel Ap.oval Plansoval
NEW ADDITION ❑ UTILITIES ❑ OTHER
017uz.red ZetL-g ALoNtL/6S
Single Family ❑ Duplex ❑ Mobil Home 2 Others ❑
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:
�rJ&AL0M 4t4)A/e1y
License No. L S' V 2 0 Classification
Fireplace
Total Valuation
Permit Fee
Plan Checking Fee &/or Penalty
J Permit Fee
PLUMBING
PERMIT FILING FEE
Each Trap
Repair drainage or vent piping
Water piping
Each gas water heater or vent
Gas piping system 1 - 5 outlets
Each additional outlet
Building sewer
Lawn sprinkler system
Permit Fee
ELECTRICAL
PERMIT FILING FEE
Main service
6011 OR LESS
100 AMP OR LESS
Main service
EA. ADD'L 100 AMP
Main service
OVER 600V
100 AMP OR LESS
Main service
EA. ADD'L 100 AMP
NEW CONST.
OR ADDNS.
DWELLING OCCUP. 6
ACC. BLDGS.
NEW CONSTR.
Nn N.RFSIn.
(MULTI -OUTLET
l BRANCH CIRCUITS
$3.00
1.50
1.50
1.50
1.50
1.50
.30
5.00
2.00
$3.00
5.00
2.50
25.00
1.00
20saft
Ex. Occ Up(OUTLETS OR FIXTURES @'109
EX. OCCU FIXED APPLNS. OR
P• OUTLETS (RESID.) EA) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
Misc. Wiring 6.25
❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee
WORKMEN'S COMPENSATION INSURANCE MECHANICAL
PERMIT FILING FEE
I 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.
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.
I certify that I have read this application and state that the above
information is correct. I agree to comply to all County Ordinances
and State Laws relating to building construction, and hereby
authorize representatives of the County of Butte to enter upon the
above-mentioned property for inspection purposes. �7
XJDate < —
/ Ignoture of Permmitee or Agent
R ipt No. .119-3 F� ` /
:Gdde <g -3(� ���
White-D.P.W. — Ye IJ - 6S}� -Inspector — Y nt
Coo I i
$3.00
fv•
FEE
FEE
FEE
❑E
71
Ventilation
Hood 1 1 2.00
Permit Fee $ $
v �/
TOTAL PERMIT FEE $
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work in icated
p
above for which fees have been aid. //��
DIRECTOR OF P16BLIC WORKS
By V Date % C
B ding permit expires Date '7"Z 77
SYMBOL OF
pp Yy L
. >.:(�criY,'
l
^Y �J If/ tl1i i�yy� ..�K:,i'✓;"_
OUALITY 4301 Power Inn Road / Ph. 452-7021
RENO: 409 Gentry Way
FRESNO: 3220 W. Saginaw
Sacramento, California 99828
Reno, Nevada 89502
Fresno, California
(702)8765550
PH. 224-0587
1120 North 10th Street
1812 E. Whitmore Avenue
1387 Cass Road
San Jose, California 95112
Ceres, California
Santa Rosa, California
(408) 275-9421
(209) 537-1922
(707) 544-9322
JULY 20,1976.
Butte County
Building Inspection Dept..
Butte County
Dear Sirs:
�f4 2TJ-�
This letter is to certify that Junior Bmmmms has our
authority to obtain permits under the name of Duralum, Inc.
License # 215020. For the following jobs.....
Tranjil.
Di
i am
Sargant
Thank You
Duralum, Inc.
Roger W. Cox
Secretary
RWC:mq
z 4 Z z.3 - 14 3-0 6
yq'72-3J — D S7n
Gl"PI'5 "76,
c
N� 9a >
1PERMIT
N0: 2520-76 P,E
PERMIT EXPIRES
F
OWNER Rodney A. Williams
CONTR. owner
LOCATION (A.P. 34-62-19 )
" 519 Silverleaf Dr., Lot 173, KR#1, Oroville
ti
.1
Temp. Power Pole
Called P &E
'17Me lEle . Serv. �' /7�+
Calle PG&E
Temp. as Serv.
C lied PG&E
INALED�'�/ %c `I7- 74,
(Date)
(Signature)
COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS
..BUILDI'UG INSPECTION RECORD
BUILDING
BUILDING (Cont'd)
PLUMBING
Setback
Firewall
Soil Piping
Forms
Parapets
1st Floor
Main Bldg.
Restroom Finish
2nd Floor
Footings
Windows
3rd Floor
- Stemwall
Sidin
To out
Slab
Roof Sheathing
Water Piping 6,— 3 —'
Piers-
Roofing
Sewer
Garage
Fdn_ Vents
Fixtures
Footings
Garage Vents
Water Htr.
StemwaII
Slab
Prov. for physically
handicapped
Heaters
Appliances
Carport
Footings
Conformance of ex.
structure
Gas Piping & Test
Temp. Gas
Slab
Final
Sanitation
Patio
FIREPLACE
Final
Footings
Footing
ELECTRICAL
Masonry Walls
Throat
Rough
Reinf. Steel
Final
Fixtures
Bond Beam
FIRE SPRINKLERS
Motors
Framing
Test
Water Htr.
Stucco
Final
Subpanels
Mesh
MECHANICAL
Grd. Fault Prot.
Scratch
Heatinq
Service
Brown
Cooling
Temp. Pole
Finish
Ducts
Underground
Interior Lath
Ventilation
Permanent
Door Closer
Final
Final
DATE
REMARKS OR CORRECTIONS
(NOTE: An entry must be made on this form each time you visit the job site.)
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE
OROVILLE, 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 3 -2- /D — 76, for the following location:
h—y 5v
r,1
Owner �ic,rl ':7/
!-f
Owner's Address �i 7 Co.tm�L���C'`+!' 67' 5 00e3 -
Mobilehome Mfg. /—M ecrr Model ,/,Year74
Insignia No. % Z 34. Serial No. 5
It is hereby certified for occupancy at the above described location and
may be occupied.
Director of Public Works
Date _ Z % By
THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED
9. Electrical
A. Is service large enough to provide adequate amperage to mobilehome (must equal rating of
mobilehome with a minimum of1.0 amp) and other facilities ,on lot, i.e., water pumps,
garage, cabana, etc.? Yes 90
B. Is there proper clearances around panels? Yes N _
C. Is power supply cord or feeder assembly properly fused? Yes 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 m.obilehonie supply conductor, including neutral.
i. 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.tbe 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 !hall then be made between the grounding 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?
P4
11. If everything okay, sign off card and tag services.
MOBILEHOMEDATA '
Manufacturer and/or Namestyle 1 ax) e i
Length Width
Vehicle Serial No. A.)O'G 8 �3 S 06 d
State identification No. 2,e/ 7--3 24723��
Additional.Informati.on or Comments:
MOBILEHOME INSTALLATION INSPECTION CHECK LIST
L Is the mobilehome located wit required separation from lot lines and buildings and generally
conform to plot plan? Yes No
2. Does the mobilehome have required clearances above ground? (Sec.5085) Yes fl-/No-
3.
l-/No3. Are footings and supports properly sized, spaced, and braced as R,r approved plans? (Note
possible variation at spring shackles.) (Sec. 5082 & 5083) Yes__ No_
4. Is the mobilehome level? (Sec. 5088) Yes
5. If more than a single unit, are crossover connections properly installed? (Sec. 5088)
Yes c/No
6. Water
A. Is flex�* le connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566)
Yes D' No
B: Test - Does water piping withstand working pressure or.50 lbs. air test? Yeses No
C. Backflow - If coach is not State of California approved, does station have backflow device
and pressure -relief valve? Yes No -,D/,/,4
7. Wastes and Drains
A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes 'I"'No
B. Does it have minimum -14 foot slope and is it properly supported? Yes V-' No
C. Are any leaks detected in drainage system after running 3gallons .of water through each
fixture including washing machine standpipe? Yes No
D. If coach is not State of .California approved, does station have required trap and vent?
Yes No Tell � _
8. Gas Piping and GaslyVents
A. Connector - Is mobilehome connec/6ng
as su 'ly with an approved 3/4" minimum
m bilehome connector not more thg? ote: All piping is to be at least as
la a as the mobilehome gas line reductions other than the mobilehome
conne or. Yes No
B. Test OK as r following proceduo 1. Open all a liance connector2. Shut off applian burner ans.
3. Air test with manometer 0"-14" water column, or test with slope gauge (minimum
6oz.-maximum 8 oz.) c ibrate tenth pound increments. Test for 10 min, without
drop.
4. Connect gasme r to mobilehome with connect
soapy water.
turn on gas, test connections with
C. Are all appliance vents properly installed? Yes No.
COUNTY OF BUTTE — DEPARTMENT OF PUBLIC
7 County Center Drile — "Oroville, California 95965
Telephone: 534-4541
APPLICATION AND PERMIT
WORKS
authorize representatives of the County of Butte to enter upon the
above-mentioned pro erty for inspection purposes.
A_,/,
X Dat
ZX/
re of Perm teeor` t� n
Receipt No. � —1 1 O
White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
DIRECTOR OF PUL C WORKS
By Date l --/4 — 7
ilding permit expires Date
BUILDING
Owner Rodney A. Williams
_
SQ. FT. OCC. BUILDING VALUATION
Mailing Address
Telephone No.
Fireplace
Contractor Carneros Mobile Transport
Total Valuation
Mailing Address 1290 El Capitan
Permit Fee
Plan Checking Fee &/or Penalty
Nib Napa, California 94558
Telephone No.
252-2411
Permit Fee $
Building Address 519 Silverleaf Drive
PLUMBING No.1 @ FEE
PERMIT FILING FEE $3.00
roville California 95965
Each Trap 1.50
Lot 173, Unit. 1
Repair drainage or vent piping 1.50
Water piping 1.50
Each gas water heater or vent 1.50
A. P. No. 34-62-19
Zoning & Planning
Gas piping system 1 - 5 outlets 1.50
Each additional outlet .30
s
Saai�a�iea
Fire Dept.
Fire Zone
Use Permit
Building sewer 5.00
EQA
Parking
Plans
Parcel
Declaration
Parcel Ma p
60' R/W
Improvements
p
Lawn sprinkler system 2.00
j
Bldg. afyf ns Recd
Parcel A144val
Pla s Approval
Permit Fee $
$
NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER f4
ELECTRICAL No. @ FEE
PERMIT FILING FEE $3.00
INSTALLATION ror Joee,>" 1T ZSZ d 7
'110101 OR LESS
Main service 1010 AMP OR LESS 5.00
Main service EA. ADD'L 100 AMP 2.50
Single Family ❑ Duplex ❑ Mobil Home ® Others ❑
Main service OVER '110101 25.00
100 AMP OR LESS
Main service EA. ADO'L 100 AMP 1.00
CONST.NEW ( DWELING ACCLBLOGS.CCUP, &
OR ADDNS\ 120 sq ft
/
NEW CONSTR. /MULTI.OUTLET
NON.RESID. % BRANCH CIRCUITS) 12.50ea
NEW CONSTR. POWER APPARATUS &
NON.RESID. (SINGLE OUTLET CIR.
CONTRACTORS LICENSE LAW
I am licensed under the provisions of Chapter 9, Div. 3, of the
State of California Business & Professions Code under the name
style of:
Carneros Mobile Transport
Ex. Occup(OUTLETS OR FIXTURES)50 @25'
109
FIXED APPLNS. OR
Ex. Occup. OUTLETS (RESID.) EA) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
License No. 259158 Classification C-61
Misc. Wiring 6.25
❑ I am exempt from the Contractors License Laws of the State of California.
Permit Fee $
$
WORKMEN'S COMPENSATION INSURANCE
1 am aware of the provisions of Section3700 of the California Labor
Code which requires every employer to be insured against liability
for Workmen's Compensation.
®I have placed on file with the County of Butte a certificate of
Workmen's Compensation Insurance.
❑I certify that in the performance of the work for which this
permit is issued I shall not employ any person in any manner
so as to become subject to the Workmen's Compensation Laws of
California.
MECHANICAL No. @ FEE
PERMIT FILING FEE $3.00
Heating
Cooling
Ventilation
Hood 2.00
Permit Fee $
$
1 certify that I have read this application and state that the above
information is correct. I agree to comply to all County Ordinances
and State Laws relating to building construction, and hereby
Mobile Home Installation
30400
TOTAL PERMIT FEE
$ 30 00
authorize representatives of the County of Butte to enter upon the
above-mentioned pro erty for inspection purposes.
A_,/,
X Dat
ZX/
re of Perm teeor` t� n
Receipt No. � —1 1 O
White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
DIRECTOR OF PUL C WORKS
By Date l --/4 — 7
ilding permit expires Date
IJ
' COUNTY OF BUTTEM1- -DEPARTMENT OF PUBLIC WORKS
7 County Center drive — .Oroville, California 95965
TpN;4one:i534-4541
APPLICATION AND PERMIT
authorize representatives of the County of Butte to enter upon the
above-mentioned property for inspection purposes.
Date,
Si ure of Permitee or Agent
Receipt o. /�-3a /
White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
DIRECTOR OF PUIRAC WORKS
By Date 5
(ding permit expires Date
BUILDING
Owner
SQ. FT. OCC. BUILDING VALUATION
Mailing Address Q
17 1
9�GY
T lephone No.
��-3 roOZ�
Fireplace
Contractorsump
Total Valuation
Mailing Address
Permit Fee
PI an Checking Fee &/or Penalty
Telephone No.
Permit Fee $
Building Address
PLUMBING No.1 @ FEE
PERMIT FILING FEE $3.00 e®
Each Trap 1.50
Repair drainage or vent piping 1.50
Water piping /Q -pd
' ,
Each gas water heater or vent 1.50
A. P.
Zoni
Gas piping system 1 - 5 outlets 1.50
Each additional outlet .30
F
W.
SeVKon
Fire Dept.
Fire Zone
Use Permit
Building sewer —5-@6 f pQ
EQA
Parking Parcel
Plans Declaration
Parcel Ma P
60' R/W
Im rovements
P
Lawn sprinkler system 2.00
Bldg. P ns Recd I
Parcel Approval
Plans Approval
Permit Fee $
NEW ❑ ADDITION ❑ UTILITIES OTHER ❑
ELECTRICAL No. @ FEE
PERMIT FILING FEE $3.00 . pQ
Main service 80001 OR L 0 AMP ORLESS5.00
Main service EA. ADD•L 100 AMP 2.50 , d
Single Family ❑ Duplex ❑ Mobil Home others ❑
Main service OVER 600V 25.00
100 AMP OR LESS
Main service EA. ADD'L 100 AMP 1.00
r---
v h, - _L SP
NEW CONST. I DWELLING OCCUP. &
OR ADDNS. ACG. BLDGS. 20sq ft
NEWCONSTR. // MULTI -OUTLET
NON .R ESID. 1 BRANCH CIRCUITS) 2.50ea
NEW CONSTR. (POWER APPARATUS &
NON -RESID. SINGLE OUTLET CIR.
CONTRACTORS LICENSE LAW
I am licensed under the provisions of Chapter 9, Div. 3, of the
State of California Business & Professions Code under the name
st le of:
y
"
Ex. Occup(OUTLETS OR FIXTURES)50 @250
101
Ex. Occu FIXED APPLNS. OR
P• OUTLETS (RESID.) EA) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
Licen e No. Classification
Misc. Wiring 6.25
14
I am exempt from the Contractors License Laws of the State of California.
Permit Fee $ S;S
$
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.
[jam certify that in the performance of the work for which this
permit is issued I shall not employ any person in any manner
so as to become subject to the Workmen's Compensation Laws of
California.
MECHANICAL No. @ FEE
PERMIT FILING FEE $3.00
Heating
Cooling
Ventilation
Hood 2.00
Permit Fee $
$
1 certify that I have read this application and state that the above
information is correct. I agree 'to comply to all County Ordinances
and State Laws relating to building construction, and hereby
TOTAL PERMIT FEE
$
authorize representatives of the County of Butte to enter upon the
above-mentioned property for inspection purposes.
Date,
Si ure of Permitee or Agent
Receipt o. /�-3a /
White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
DIRECTOR OF PUIRAC WORKS
By Date 5
(ding permit expires Date
MOBILEHOME SU PPOR'1 DATA
Mobilehome Mfr.
Lancer Setup Model No. 464 Year 76
Royal onarch
Width 24 (ft.) Length 60 "(ft.) Expando Size ft.x ft. `
(Draw 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).
... • ••' -
d / Sin le - -� Footings- (check.one)
fid l /x/ 1. Wood'either
a pressure treated or
enter Center Support fdn. grade.:
Support Footing Sizes-
Locations'- (in.)
/ 2. -Concrete pad.
Pin
4x 30 3. Other, specify
Et.)kin. . in.
Supports (check one)
/x/ 1. Concrete block
V24x 30 2. -concrete piers
_
f� (in) ..
y / / 3. Steel piers
4. Other, specify A
i
Typical Support
.2x30 Footing Size
L. in.
*If center piers are other than drawn above,
draw in locations' spacing, and dimensions..
Max. Pier.
5 - T 6 • Spacing
Max.
Overhang
BUTTE COUNTY-
BUII.DNIS - D PA.RTMENT
APPROVED
Yk`
BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS
' 7 County Center Drive, Oroville, CA.
PHONE: 534-4541
MOBILEHOME INSTALLATION SHEET
1. Owner's name: Rodney A. Williams x
2. Installer's name.• Carneros Mobile Transport
3. Is the site currently under permit? Yes /x / No
( If yes, furnish permit number 2 -5 Z O — 7 OR
Is the site an existing site? Yes / / No /x /
(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 / x/ No /
--(If no, clarify )
5. What is the-mobilehome electrical rating? ----------------------- 200 Amps
6. What is the mobilehome site -service --rating? --------------------- 200 Amps
7.' What is the mobilehome site circuit breaker rating? ------------- 200 Amps
8. Is there any other electric load to be served by the mobilehome
siteservice? --------------------------------------------------- Yes / / No Ax /
-(If yes, identify the load and size: (Load). -0- (Amps)
9. What is the mobilehome site gas pipe size? ---------------------- : 0- (in.).
10. What is the type of gas service? ----------------------------- Natural / / LPG
11. What is the gas pipe length from, meter_ or tank to the mobilehome? -.0-. (ft.)'
12. What is the mobilehome gas demand? ------------------------------ -0- (BTU)
(This information -not required if pipe length less than:>.6.,,,ft..on natural gas
or less than 56 ft:'on'LPG:)
NOTE :—All Materials & Workmanship Shall Be 1n LOT 173
Accordance with Ric UNIT 1 s
nnni�ed C��s�d Prvrflce5 nn�
of a quality nrescr;I,E,d -for the S ec;fi .
Uniform Buildinq, Plum�ain' Pd use in the ��i//G L
the National Electrical Code Mechanical Codes and _ . " G A n/CC/Z' --"
24.'x64.'.
----- - ` -- o e tions shall bQ�
All utility
- - located within 4 ft. outside the rear
third -section d) side mobile f t e m e
��/ �z8�r0--- on the left o
/Z Z500.00,
v NI
s___ rr'14 Cry
�!ll
/V 0 7 N-
UT/L/T% LOCAT/O1.44l5
ftT�E A.��TZ O�Cr.NOTN�
TO SCA LE _
0
BUT1m COUNTY
BUILDING DEPARTMENT
mj+
The Iq k, 3e1964 Aa0 66 V ?f. ?ftm
the side property line and 50 ft. from
the centerline of the road, permitting
S1 maximum of, a 2 ft. eave overhang.
Ir
I.0 1
r T.
—_T
I
it
W,97 -E"2 C'0^1^4
— S..E7___ZFA C114' .
ti
O
1.
20'
`O
I ermit will 6e require? for!1
i ation 'of the m i
-�- rQ 0A e Ar1w
3.. -7
LAI
�r
EE • ice% • -• 6ii •
_,9 r�o�.o..i✓ o aim E� q, ; a9- �� jzv�
- Ze4i 4 - 18 - 7.Y
Or
x
„
t
0
a
c
c
In
E
s
v
LA
� o
0 a�
E-
C
u O
rp
�s
24.'x64.'.
----- - ` -- o e tions shall bQ�
All utility
- - located within 4 ft. outside the rear
third -section d) side mobile f t e m e
��/ �z8�r0--- on the left o
/Z Z500.00,
v NI
s___ rr'14 Cry
�!ll
/V 0 7 N-
UT/L/T% LOCAT/O1.44l5
ftT�E A.��TZ O�Cr.NOTN�
TO SCA LE _
0
BUT1m COUNTY
BUILDING DEPARTMENT
mj+
The Iq k, 3e1964 Aa0 66 V ?f. ?ftm
the side property line and 50 ft. from
the centerline of the road, permitting
S1 maximum of, a 2 ft. eave overhang.
Ir
I.0 1
r T.
—_T
I
it
W,97 -E"2 C'0^1^4
— S..E7___ZFA C114' .
ti
O
1.
20'
`O
I ermit will 6e require? for!1
i ation 'of the m i
-�- rQ 0A e Ar1w
3.. -7
LAI
�r
EE • ice% • -• 6ii •
_,9 r�o�.o..i✓ o aim E� q, ; a9- �� jzv�
- Ze4i 4 - 18 - 7.Y
James Glander
Department of Public Works
7 County Center Drive
Oroville, California 95965
Re: 76551
Dear Jim:
June 7, 1976
Compaction test results are enclosed for mobile home site
preparation at Kelly Ridge Estates for:
Williams KRE Unit 1 Lot 173 sit— Ga — /I
Selph KRE Unit 3 Lot 160 '50-71 f— 27
Representative tests indicate that the 90% relative compaction
requirement has been satisfied.
A location map is attached.
Very truly yours,
COOK ASSOCIATES
I
Alan G. Brown
Civil Engineer
AGB/cap
Enclosures
DR. LLOYD M COOK Eu, O. JOE F COOK M E. DAN J- COOK C. E.
ti 5a
COOK ASSOCIATES
J ENGINEERING CONSULTANTS
.. 2060 PARK AVENUE
OROVILLE, CALIFORNIA 95965
PHONE (916) 533-6457
•�
rM r`r
r
r,n_ i ^ar . v oa r ,w. a.On rr.
James Glander
Department of Public Works
7 County Center Drive
Oroville, California 95965
Re: 76551
Dear Jim:
June 7, 1976
Compaction test results are enclosed for mobile home site
preparation at Kelly Ridge Estates for:
Williams KRE Unit 1 Lot 173 sit— Ga — /I
Selph KRE Unit 3 Lot 160 '50-71 f— 27
Representative tests indicate that the 90% relative compaction
requirement has been satisfied.
A location map is attached.
Very truly yours,
COOK ASSOCIATES
I
Alan G. Brown
Civil Engineer
AGB/cap
Enclosures
DR. LLOYD M COOK Eu, O. JOE F COOK M E. DAN J- COOK C. E.
COUNTY Op BUTTE
DEPT' Of PUBLIC WORKS
fIM 1976
JUN 8 09
"d'18i9i10,11i121112,31415 6
Client Williams
cooASSOCIATES
Project KRE_ Unit 1 #173
ENGINEERING' CONSULTANTS Nuclear In -Place'
2060 PARK AVENUE Job No. 76 . 55-1
OROVILLE CALIFORNIA 95965 Moisture Density Test Brown /Kimbrell
Operator
( 91 6) 533 —645T
TEST NUMBER
1
2
3
4
5
6
7
8
9
10
TEST DATE
6-1-76
6-7
1st Lift
2nd lift
TEST
SW Cor
5E Cor
LOCATION
Final
MODE & DEPTH
611 DT'
8" DT
MOISTURE
COUNT
996
908
MOISTURE
COUNT RATIO
708
.646
MOISTURE
PCF
17.50
15.00
DENSITY COUNT
41.3
237
DENSITY COUNT
7 RATIO
1.535
.877
WET DENSITY
PCF
137.0
135.5
DRY DENSITY
PCF
119.5
121.0
% MOISTURE
15
13
OPTIMIU&4 DRY
135
135
DENSITY PCF
% OPTIMUM
MOISTURE
13
13
% RELATIVE
89
90
90
C011,11PACTION
.DAILY STANDARD COUNT
COMMENT'
DATE t-101STURE DENSITY
-6-1 1405 269
6-7. 1404 270
folk,
• LOT 173
UNIT 1
V / L
(y EC EC,, .T, l`
O TAC= 0 I I o
!UT/ L / 7- .%. L O CA T/ 014.5A - 155-leL�
TOfiZ: _ - Ilia
o, `lo ! I 7
i' 3-:79 SE -,aA C-�'
- lzvG_ 4-/8- 7.7 -
GORDON H. KLIPPEL,=
STRUCTURAL ENGINEER 1525 U STREET - SACRAMENTO, CALIFORNIA 95818
TELEPHONE 916 444-5976
.lune 29, 1976
Duralum, Inc.
4301 Power Inn Road
Sacramento, CA 95826
Subject: Column for 10## LL
Attached Awning for
Mobilehome
Dwg- 7603-G1, SPA 88-55
& Dwg. 20. 1, SPA 88-1,
88-5, 88-6
The capacity of the 39 square X 18 gage thick steel
column 14' long was investigated. It will safely support a
load of 4570 lbs. which is more than required for the awning
columns.
The awnings were designed for wind on a 12' high
enclosed structure. Therefore the average height when using,
14' long columns should still be 12'.
Sincerely yours,
U
GORDON H. KLIPPEL
4
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