HomeMy WebLinkAbout064-250-020`64-25-20
\' Delmar Pendleton T/•' 4 IIT
4 310 Ponderosa Wa
�• y, lot 178, PP#� 5, .Maga.
contr: Feather River Con'st.,'Magalia
Permit #483-77B,P;3E,(new prna-te garage)
�7% 64-25-20
co- r. eat a River Const., Magalia
P rmit0148�'4-77P,E(dil. ,MISIJ
EC.
GAS / �D
SUH0 CTURE REQ.
COMPACTION TEST REQ. /7/0
p 64-25-20
ermit #4429-77P(gas pi.p.ing)MH
, 5A1 o/V 64-2 5-2 0
Co ams MH `Service, N. High-
lands
Permit ##4994-77MHI
IssuedGj��>
_ 64-25-20
Permit #16 3-79B(new -2- decks/MH)
FEXMH
020 03-2744
TON, DELMAR
DER.CSA WAY, MAG LE
RUCE BRODERICK
ERM FND
0
j
J �
f ] .V
RECORDING REQUESTED BY:
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE CA 95965 '
2003=0064426
1978
Recorded
I REC FEE 10.00
Official Records
I CONFORM 1.00
County Of
I
BUTTE
I
CANDACE J. GRUBBS
I
Recorder
I
ROSEMARY DICKSON
I
Assistant
I Jason
03:26PM 16 -Sep -2003
I Page 1 of 2
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.
DELMAR WAYNE PENDELTON
AND GLORIA CATHERINE PENDELTON
REAL PROPERTY OWNERILESSOR ,
6289 PONDEROSA WAY
MAILINGADDRESS
MAGALIA BUTTE CA 95954
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
BUTTE COUNTY BUILDING DIVISION
LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY
7 COUNTY CENTER DRIVE
MAILING ADDRESS
OROVILLE BUTTE CA 95965
CITY COUNTY STATE ZIP
03-2622 530 538-7541
ILDIYG PERMIT M. TELEPHONE NUMBER
wim 9z�&d 9-15-03
SIGNATURE OF LOCAL AGENCY OFFICIAL DATE
NONE
DEALER NAME (if not a dealer sale, write "NONE")
NONE
MAILING ADDRESS DEALER LICENSE NO.
SAME
CITY COUNTY STATE ZIP
UNIT DESCRIPTION
FARWEST
1978
MANUFACTURER'S NAME
DATE OF MANUFACTURE MODEL NAMEINUMBER
A/B 2020
24'x 60' CAL 070431-32
SERIAL NUMBER(S)
LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S)
REAL PROPERTY LEGAL DESCRIPTION
SEE ATTACHED
ASSESSOR'S PARCEL NUMBER AP # 064-250-020
HCD FORM 433(A) REV. 8/91
WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept.
h03 10:07 FAX 005
ORDER NO.: 00211495-003 - JPC
SCHEDULE C
THE LAND RJEFERRED TO HEREIN IS DESCRIBED AS FOLLOWS:
ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE
OF CALIFORNIA, DESCRIBED AS FOLLOWS.
PARCEL I:
LOT 178 AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT 15",
RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE
OF CALIFORNIA ON SULY 15, 1971, IN BOOK 38 OF MAPS, AT PAGES 42,43 AND 44,
EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER
HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING
OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF
THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO THE
SURFACE OF SAID LAND:
AP NO. 064-250-020
PARCEL IT.:
ANON -EXCLUSIVE EASEMENT OVER LOTS A, B AND C (THE COMMON AREAS) OF.
SAID PARADISE PINES UNIT 15 RECORDED IN THE OFFICE OF THE RECORDER OF
THE COUNTY OF BUTTE, STATE OF CALIFORNIA ON JULY 15, 1971, IN BOOK 38 OF
MAPS, AT PAGES 42,43 AND 44, AND THE LOTS DESIGNATED FOR COMMON AND
RECREATION AREAS AS DESCRIBED IN THE DECLARATIONS OF ANNEXATION FOR
UNITS IV, VI, VIII, X, XI, XII, Mill MV AND ACV.
EXEC.
CO�tR�
PREIM
RECORDING REQUESTED BY:
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE CA 95965
00931Y of Document Recorded
16 -Sep -2003 2003-0064426
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.
DELMAR WAYNE PENDELTON
AND GLORIA CATHERINE PENDELTON
REAL PROPERTY OWNER/LESSOR
6289 PONDEROSA WAY
MAILING ADDRESS
MAGALIA BUTTE CA 95954
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
MANUFACTURER'S NAME
MAILING ADDRESS
A/B 2020
OROVILLE. BUTTE CA
95965
CITY COUNTY STATE
ZIP
03-2622 530
538-7541
G PERMIT 1Q0. TELEPHONE NUMBER
9-15-03
SIG -NATURE OF LOCAL AGENCY OFFICIAL
DATE
NONE
DEALER NAME (if not a dealer sale, write "NONE")
NONE
DEALER LICENSE NO.
FARWEST
1978
MANUFACTURER'S NAME
DATE OF MANUFACTURE MODEL NAME NUMBER
A/B 2020
24'x 60' CAL 070431-32
SERIAL. NUMBER(S)
LENGTH X WIDTH . INSIGNIA/LABEL NUMBER(S)
MAL PROPERTY LEGAL DESCRIPTION
SEE ATTACHED
ASSESSOR'S PARCEL NUMBER AP # 064-250-020
HCD FORM 433(A) REV. 8/91
WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept.
3 10: 07 FAX
Z005
f
O1tDER NO.: 00211495-003 - JPC
SCHEDULE C
THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS:
ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE
OF CALIFORNIA, DESCRIBED AS FOLLOWS:
PARCEL 1:
LOT 178 AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT 15",
RECORDED IN THE OFFICE OF THE RECORDER OF THE COUZ4TY OF BUTTE, STATE
OF CALIFORNXA ON JULY 15, 1971, IN BOOK 38 OF MAPS, AT PAGES 42,43 AND 44.
EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER
HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING
OPERATIONS SHALL; BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF
THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO THE
SURFACE OF SAID LAND,'
AP NO. 064-250-020
PARCEL IT..:
A NON-EXCLUSIVE EASEMENT OVER LOTS A, B AND C (THE COMMON AREAS) OF
SAID PARADISE PINES UNIT 15 RECORDED IN TIME OFFICE OF THE RECORDER OF
THE COUNTY OF BUTTE, STATE OF CALIFORNIA ON JULY 15, 1971, IN BOOL{ 38 OF
MAPS, AT PAGES 42,43 AND 44, AND THE LOTS DESIGNATED FOR COMMON AND
RECREATION AREAS AS (DESCRIBED IN THE ]DECLARATIONS OF ANNEXATION FOR
UNITS IV, VY, VIII, X, XI, XII, XIII, XIV AND DCV.
EXEC.
CQM -.
Mum
FOUNDATION SYSTEM
CERTIFICATE OF OCCUPANCY
BUILDING PERMIT NUMBER: 03-2744
Address or location of unit: 6289 PONDEROSA WAY, MAGALIA CA 95954
Legal Description of Real Property: AP # 064-250-020
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: DELMAR WAYNE PENDELTON AND GLORIA CATHERINE PENDELTON
Owner's address: 6289 PONDEROSA WAY, MAGALIA CA 95954
INSIGNIA OR HUD NUMBER: UNKNOWN
SERIAL NUMBER OR V.I.N.:A/B2020
MANUFACTURER'S NAME: FARWEST YEAR: 1978
OFFICIAL APPROVING INSTALLATION:L=41
54,C/z&
DATE: 9-15-03
PHONE: (530) 538-7541
H.C.D. 513C
09/04/03 10:06 FAX
Z 002
STATE OF CALIFORNIA - RUSINE3S, TRANSPORTATION AND HOUSING AGENCY
GRAY DAVIS, Governor
DEPARTMENT OF HOUSING AND COMMUNIV DEVELOPMENT
Division of Codes and Standards
��usLu>;
Title Search
Date Pointed : 09/04/2003
Decal #: SM1709
Use Code:
LWK
Manufacturer:
Original Price Code:
AEZ
Tradename: FRWST
Rating Year:
1977
Model:
Tau Type:
TLT
Manufactured Date: 00/0011978
Last ILT Amount:
521.00
Registration Exp: ognwo03
Date ILT Fee Paid:
08/20/2002
First Sold On: 09/30/1977
ILT Exemption:
NONE
Serial Number
A2020
B2020
Record Conditions:
Registered Owner:
HUD Label / Insignia
Unknown
Unknown
PPF Exampt
Length Width
Unknown Unknown
Unknown Unknown
DELMAR, WAYNE PF-NDLETON
GLORIA CATHERINE PE1,'DLETON (Tenants in Common Or)
PO BX 240
MAGALIA, CA 95954-0240
Last Tltle Date: NO TITLE TSSUED
Last Reg Card: 08/2212002
Sale/transfer Info: Unknown
Situs Address:
5289 PONDEROSA WY
MAGALTA, CA 95954.9454
Situs County; BUTTE
Inactive DecaUDMV:
DMV S1.)9717, DMV SD9718
Title Searches:
BIDWELLL TITLE
500 WALL ST
P O BOX 5173
CHICO, CA 95927
Title FUc No: 211495-JPC
Renewal Fees:
X3.00 ,
***)END OF TITLE SEARCH *** .
J.
STATE OF CALIFORNIA w►4!
BUSINESS, TRANSPORTATION AND HOUSING AGENCY
DEPARTMENT OF MOUSING AND COMMUNYTY DEVELOPMENT
DIVISION OF CODES AND STANDARDS
REGISTRATION AND TITLING PROGRAM
STATEMENT OF FACTS
This unit is a: NiMobiilehome 0 Commercial Coach 0 Floating Nome F-1 Truck Camper
�L
Decal (License) No.(s) Trade Serial No.s Name ( ) 0,7n L/3 /
o7G�f3,
I/We, the 'undersigned, hereby state:
I/We further agree to indemnify and save harmless the Director of Housing and Community Development, State
of California, and subsequent purchasers of said unit, for any. loss they. may suffer resulting from registration of
the above-described unit in California, or from issuance of a California certificate of title covering the same.
I/We certify under penalty of perjury that the foregoing is true and correct.,
1,
q
Executed on l 03 at
ature(s)
`W5¢.�a--
Address �" 0z
4 �%v�s�.
(City)
Printed name(s)
r2 MR5 . pe4
State
City ` `L
(State) /
09/04;03 10:06 FAX
96-14008 f
96"-0146081' Roo Fee
I Cash
RECORDING REQUESTED BY: Recorded I
Official Records t
DELMAR W. PENDLETON and County
GLORIA C. PENDLETON Candace s, Grubbs I
6289 PONDEROSA WAY a2Recorder 1
:p6pro 18 -Apr -96 1 PUBL
MAGALIA, CA 05954 I
I
WHEN RECORDED. MAIL TO:
SAME AS ABOVE I
MAIL TAX STATEMENTS'[O: j
SAME AS ABOVE I ABOVE FOR RECORDER'S USE
APN: 064-250-020-000 GRANT DEED
_J I
We, DELMAR W. PENDLETON and GLORIA C. PENDLETON,
do hereby grant to the Ttustec(s) of THE DELMAR W. AND GLORIA C.
• PENDLETON FAMILY TRUST, whose Trustees) are, at tht time of*recording,
DELMAR W. PENDLETON and GLORIA C. PENDLETON, whose
successors and appointees are also named in that instrument known as the EXTRACT OF
TRUST AGREEMENT of said trust agreement, further identified as EXHIBIT "B",
attached hereto and made a part hereof, all that real property situated in the County or
BUTTE, State of CALIFORNIA, described as follows:
Lo! ! 78 ns .chnwn on Char certain map enfilled, "PARADISE PINES UNIT 13", recorded
in the office of the Recorder of the Counry of Butre, xvre of Caiiju: rda, Wr !S. !971.
in Book 98 of Maps, of pages 41, 43, and 44,
Dated Y-17-96
DELMAR W. PENDLETON
Dated/7 �q6 _ s� •
GLORIA C. PENDLETON
DOCUMENTARV TRANSFER TAX: -0-
EXEMPTION (RRTCODE); _11911
EXPt.ANA GOING TKTP4kfVWALBLE
IJVN ST
YKi SRF Uf Dfck.nRnr�rr oo cr r DC'TERAGLV7�IO TAX
12.
1_.
xx
0 003
09/04/03 10:07 FAX
q6-! 4648
STATC OF CALIFORNIA )
COUNTY I' )
tHOTAR HAMS AMU TlrLvl
Personally appeared _DEI,MAR W, PENDLETION and .GLORIA C.
PENDLETONer•tp r A THE DELMAR W. AND GLORIA C.
PENDLETON FAMILY TRUST,
personally known to me (or proved 10 Inc on the basis of satisteciory eridenec) to be the persm(s) whose nam c(s) i.,Vm
subscribed to the w(thirt Irimmenl and acknowledged to tae that heishc1they executed the same in bis%er/tlloir
authorized eapaeity(ies), and Ulm byhisTherAheir signatura(s) on the InsWmcns the pawn(s). or the cnlip• upon behalf
of whivh the persort(s) octad, executed the instrument
WITNESS my hand slp tcial seal:
�ignnture 1rar.ata sr.Ar.1
(} Ounnar A, M®IsOn �
cS T muABtwKtWUNt�On�UQ
Comm FRo x'3.119 ,yy.
2009
09,04/03 10:07 FAX 1 005
.e
ORDER NO.: 00211495-003 - JPC
SCHEDULE C
THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS:
ALL THAT CERTAIN REAL PROPERTY SITUATE I.N THE COUNTY OF BUTTE, STATE
OF CALIFORNIA, DESCRIBED AS FOLLOWS:
PARCEL 1:
LOT 178 AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT 15",
RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE
OF CALIFORNIA ON JULY 15, 1971, IN BOOK 38 OF MAPS, AT PAGES 42,43 AND 44,
EXCEPTING THE'REI+ItOM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER
HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING
OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF
TIRE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO THE
SURFACE OF SAID LAND.-
AP
AND.
AP NO. 064-250-020
PARCEL IT.:
A NON-EXCLUSIVE EASEMENT OVER LOTS A, B AND C (THE COMMON AIMAS) OF
SAID PARADISE PINES UNIT 15 RECORDED IN THE OFFICE OF THE RECORDER OF
THE COUNTY OF BUTTE, STATE OF CALIFORNIA ON JULY 15, 1971, IN BOOK 38 OF
MAPS, AT PAGES 42,43 AND 44, AND THE LOTS DESIGNATED FOR COMMON AND
RECREATION AREAS AS DESCRIBED IN THE DECLARATIONS OF ANNEXATION FOR
UNITS Iv, VI, VIII, X, XI, XII, XIII, XIV AND ICY.
pimum
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ENVIRONMENTAL HOUSING SO��NS , ,
BRUCE BRODERICK - 4097 .
EILEEN L BRODERICK °
PO BOX 786 (530) 873-5091 Gf s �yll-35/1210 as'n
MAGALIA, CA95954 Date /' 4sl y a, raz3cit ,I -
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.
NAIVM:
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DATE: 5 0
st. +
NOTES
I
PERMIT NO.
RESIDENTIAL
064-250-020
PENDLETON, DELMAR 03-2744
6289 PONDEROSA
WAY, CONT: BRUCE BRODE MAGgLIq
EX MH PERM FND RICK T
II SPECIAL CONDITIONS II
SRA
_ FLOOD CERTIFICATE REQ.
_ FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
_ VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
JOB FINALED (Date)
SignatureZ50- ;�
CHECKED
BY
= OK
= Not OK
= NotReadyable MOBILE HOMES
Date MOBILE HOME UTILITIES (Plans) OK except ff's
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
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
7.
Well Clearance & Disconnect
2.
8.
Utility Clearance
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-Erclosures
6.
Date
7.
Card B-1 Date Card B-1
Date
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
Roof; Shthg-Roofing
1.
Zoning Requirements -Setbacks -Easements
12.
2.
Footings; Size -Spacing -Marriage Line
7.
3.
Gas; MH Test -Demand -Valve -Connector
8.
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
9.
5.
Drain; MH Test -Fall -Flex Connector
10.
6.
Water; MH Test -Regulator -Connector
11.
7.
Water and Sewer Connected -C/O to Grade -HD Approval
12.
8.
Gas and Electricity Tagged
9.
Tie Downs -Type -Installation Cert.
10.
Exits; Insp.-Sketch
11.
Cert. of Occupancy
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
PERMANENT END SYSTEM (ONLY)
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Size -Spacing -Marriage Line
3. Blocking
4.
Gas; MH Test -Demand -Valve
5.
Electricity; MH Test
6.
Water; MH Test
7.
Water and Sewer Connected
8.
Gas and Electricity Tagged
9.
Exits
10.
License Decals
11.
Verify #'s with Office
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
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-Erclosures
6.
Carports; Windows -Doors
7.
Electric
8.
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9.
Siding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
11.
Ext.; Steps -Doors -Landings
12.
Braced Wall Panels
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
POOLS (Plans) OK except #'s
1.
Setbacks -Easements
2.
Soils; Compaction -Structure Stability
3. Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4.
Elec.; Receptacles and Lighting, Distance-GFI
5.
Elec.; Pool Lighting; 15 Volts-GFI
6.
Elec.; Enclosures; Conduit Entries -Terminals -Listed
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes-Enclosures-Panelboards- Ins. to Main Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11.
Light Niche
12.
Enclosure; Fencing -Alarms
Date
Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
J=OK
0 = Not OK
- = Not Applicable
. = Not Ready
RESIDENTIAL (Single & Duplex)
Date
UNDERFLOOR (Plans) OK except #'s
1. Zoning -Setbacks -Easements -Flood -Slope
2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth
5. Stemwalls, Main; Steel-Blockouts-Wrapped
6. Stemwalls, Garage; Steel-Blockouts-Wrapped
6a. Hold Downs and Special Anchors
7. Slab, Steel -Wrapped
8. Piers -Fireplace Ftg.-Steel
9. D.W.V.; Fall -Fitting -Test -2 Way C/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
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
72. Elec. Outlets at Wood Panel, Int. & Ext.
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Data
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 0 Yes 0 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
87. Water Well, Disconnect, Electrical, Plumbing
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
Da -e
Card B-1 Date Card B-1
Da -e
Card B-1 Date Card B-1
Date
FRAMING (Permit) OK except #'s
Date
41. Sills Proper Materials & Anchors
Comments at Final:
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 ❑ Yes
_
83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No
84. Stucco Brown -Finish
85. A.C. Unit Disconnect, Electrical -Plumbing
86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
87. Water Well, Disconnect, Electrical, Plumbing
88. Exterior Elec. Trim, G.F.I. Receptacle -Underground
89. Ventilation Throughout House
90. Glass Protection
91. Corrections from Previous Inspections
92. Gas Test -Meters Tagged, Gas -Electric
93. Water & Sewer Connected -C/O to Grade -HD Approval
94. Energy Compliance Certificate -Other Certificates
95. Address Posted
96. Fire Sprinkler
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Comments at Final:
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING DIVISION
NOTICE
Post this job card in a safe, conspicuous place. Do
not remove until all required inspections are made and
building is approved for occupancy. Plans must be
available on the job site.
A.P. No. _ 064-250-020
PENDLETON, DELMAR 03-2744
Owner _ 6289 PONDEROSA WAY,
Contracto CONT: BRUCE BRODERICK GALIA
Permit Nc EX MH PERM FND
PERMITTEE W5 GALL
FOR INSPECTIONS
Underfloor Plumbin
Underfloor Electrical
Underfloor Mechanic
Underfloor Framing
Slab
Stucco Lath .
Scratch and Brown
Sewer Service
Water Service
Pool Final
ALL THE ABOVE-IS-SIG-N'ED`”
AND THE BUILDING OR MOBILE HOME
IS APPROVED FOR OCCUPANCY
A:dresses`>;s::::>`::::;:::::::>
i�r Insp„
Orovilfe - 7 County Center Drive 538-7541
Chico • 411 Main Street 538-7636
891-2.751 891-2834
Revised 7/94
% Ii,'. w'
SERVICES D'IffG 0IV/ISION
Telephone (530) 538-754
Rnrlrr�t�� _.. .�15.
UILDB_ _
ING P ERMIT
BUILDING VALUATI01
x'7760
�KMFW,JMWYH%0,•^ne -•
otal Valuiatton—==" S= j.00
hn "'=jFee
a'rmt Fee ;g4 i. S(}j2
$
$ 270.25
ani: ha"ickin Fee
23.00
iergy.Plan Checking. Fee
$
$
PERMIT FEE
$ •3 J
+ PLUMBING PERMIT
Fling Fee
_ P
2
7.00
er'or"ieat `'`'um water heater
23.00
ter?Plping • .
15.00
:F' asRweter.'heiiter'or vent
�:^.:
15.00
stem.,t.-.5 outlets
15.001
dm�'sewer ?- a8
�ile'Ho"mEi S �G_ r.W
";PERMIT FEE
CTRICAL"PERMIT
IT'$8lVICe" '°'•7.E00v OR LESS
Fling Fee 20.
�..:. 200A.OR.LESS..
�•ServlCe.,..
23.00
,;,.; 200A .TO 1o00A
:0 T.' ;
46.00 .
DNS:?'!`„`.,tet HT° t e DWELLJNG OCCUP.
�> , •:6 ACC. BIDs.
ONS,.s.,.,e..:,.r
SO.
3.52 FT.
..,...:MgLTf-OUTLET
@7.50
..POWER APP ABATIS
• 8 SINGLE oUTLE7 CIR.
'
OUTI.ETOR.FDRURES FI 20@ I.00
-L&TH ESID. E0. 5.00
rar ..Service
23.00
'Home•AFecilities•-• - 2b.00
k t' 23.00
PERMIT FEE S
CHANICAL 'PERMIT Fling Fee 20.01
li
6.50
mk
PERMIT FEB $
Iome1ristellation Fee $
nspection-'Fee $
rP TOTAL FEE $ 3 6 3.2 5
'HAZ.,, D. IEEES LIhJP FL.OaD CrF
PM -CEL AP HD ISSUE
0i'6'ieby
Issued under the applicable provisions
t 6County Code and/or -'Resolutions to do work
Ibove for which fees have been paid.
Date
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754
Ap?+f--
(Rev.12/96) APPLICATION AND PERMIT
ASSESSOR PARCEL NUMBER
064-250-020
ZONING
BUILDING PERMIT
OWNER
DELMAR & GLORIA PENDLETON
TELEPHONE
273-
SO. FT. OCC. BUILDING VALUATION
144-0 R 77760
D6 8rLIPONDEROSA WAY MAGAILIA
CONTRACTOR'S NAME
BRUCE BRODERICK
F�EE�
T j� /E 5 0 5 9
PO BMN 786, MAGALIA CA 95954
CONSTRUCTION LENDER
Fireplace
LENDER'S MAILING ADDRESS
Total Valuation $77760.00
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee
$ 20.00
Permit Fee 540.50/2
$ 270 .2 5
ARCHITECT OR ENGINEERS "UNG ADDRESS
Plan CheckingFee
$
BUILDINGADDRESS
6289 PONDEROSA WAY MAGALIA 9595
Ener Pian Checking Fee
Energy g
$
$
PERMIT FEE
$ 13.25
LAT NO.
SUBDNSbN'S NAME
PARCEL MAP
PLUMBING PERMIT
Fling Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap
1 7.00
Solar or heat pump water heater23.00
Water piping
15.00 15.0
Each as water heater or vent
15.00
1
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: PFRM FNT) FX MTI
Gas piping system 1 - 5 outlets
15.00 15.00
Building sewer
15.00
Mobile Home J S I G I WF-*
@20.00
PERMIT FEE
S 50 00
ELECTRICAL PERMIT
Fling Fee 20.00
Main Service zoOA OR LER 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. // 2
License Class Lie. No. t- 3tP ✓
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ 1, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ 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 To
46.00so
OCU000A
NEW CONST. DWEIIJNIG OCCUP.
DWE200ALLING
OR ADONS. ( a Ace. BLAS.
SO
3.5¢FT.
NEW
NON-RESID. MULTI.OU CIRCULTS T
@7.50
POWER APPARATUS
a SINGLE ourLtT aR.
Ex. Occup. OUTLET OR FIXTURES
.00
SAL � .50 @ .50
Ex. Occu . OuTL.RaDOR..A
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PRE INS P
PERMIT FEE
$
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
I certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
orthwi comply wit ose provi ions.
X to414-3
Signature of Applicant - ❑ Owner ❑ Contractor Agent
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
MECHANICAL PERMIT
Fling Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEt $
Mobile Home Installation Fee $
Energy Inspection Fee $
occ
CONST. TYPE
TOTAL FEE $ 363.25
HAZ.
_
D FEES IMP
_ _
FLOOD
_
CDF]
_
PARCEL
_
PD
_
HD
_
ISSUE
/
This permit is hereby issued under
of the Butte County Code and/or
indicated above for which fees have
By
PERMIT EXPIRES ON
the applicable provisions
Resolutions to do work
been paid.
qD a G6 iJ�
IfDate
Receipt No. $363.25
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
l:
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7
(Rev. 12/9q) APPLICATION SAND PERMIT
ASSESSOR PY c -" J� ZONING BUILDING PERMIT
ow rr TELEPHONE S BUILD L ATI
8 73 Soy
CONTORS NAME /� (/l, NE
)ir cc 3 v1%(vim//k 1TV%moi-�%i�
CONSTRUCTION LENDER
MENDER'S MAILING ADDRESS
ARCNRECT OR ENGINEER
ARCHTECT OR ENGMIEERIS MAKING ADDRESS
Fireplace
Total Valuation $
LICENSE No. Filing Fee $ 20.00
Permit Fee�5*62t/ Z $
Plan Chec Ing Fee $
Energy Plan Checking Fee $
$
PERMIT FEE S 15
LOT Na SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00
USEOFSTRUCTURE Each Trap 7.00
Solar or heat pump water heater 23.00
SF ❑ Duplex ❑ Mobilehome ❑ Other Water piping 15.00 ^
SPECIFY Each gas water heater or vent 15.00
TYPE OF WORK Gas piping system 1 - 5 outlets 15.00
r
New ❑ Addition ❑ nRemodel ❑ lUlift/s 0 lnstWhdion ❑ Other ❑ Building sewer 15.00
Describe Work: P�r/1 1 f /V /� - (�X / t / Mobile Home S G W @20.00
PERMIT FEE $
PERMIT FEE PAID $
SRA. $
SHERIFF $
OTHER $
AMOUNT RECEIVED $��Z �
DATE RECEIVED.
Ex OCCU OUTLET OR FIXTURES 3 x:50
Ex. Occup. oun �' .)E, 5.00
Temporary Service 23.00
Mobile Home Fa "ties 20.00
Wiring 23.00
R -
s
Fling Fee 1 20.00
6.50
PERMIT FEI: S
Mobile Home Installation Fee $
Energy Inspection Fee $ /'
acc CONST'TYPE TOTAL FEE $
HAZ D. FEES IMP FLOODCOF I PARCEL I PD NO ISSUE
—
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
Indicated above for which fees have been paid.
By Date
J 1✓ - '
ELECTRICAL PERMIT
Fling Fee 20.00
Main Service
=Oil LE`.ss
23.00
Main Service
200A TO 1000A
46.00
NEW CONST.
DWELLING oCCUP.,3.5¢So.
OR ADDNS.
d ACC. DLDS.
FT.
ra-W GU ro_ T'
u,: i
@7.50
Ex OCCU OUTLET OR FIXTURES 3 x:50
Ex. Occup. oun �' .)E, 5.00
Temporary Service 23.00
Mobile Home Fa "ties 20.00
Wiring 23.00
R -
s
Fling Fee 1 20.00
6.50
PERMIT FEI: S
Mobile Home Installation Fee $
Energy Inspection Fee $ /'
acc CONST'TYPE TOTAL FEE $
HAZ D. FEES IMP FLOODCOF I PARCEL I PD NO ISSUE
—
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
Indicated above for which fees have been paid.
By Date
P7Y•.y'i ^.�Z:. . `.,pv `�-L_i`+^.�vc+:"Wi...,..w.sN+-•.... � _ " "_`f+.n. , �. , .. � � ., . . _.. .—...
,.COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BU LDING DIVISION
7 County Ce ter Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET
OWNER: ASSESSOR PARCEL NUMBER
Proposed Building Use: Counter Technician: Date:
Items equired in order to apply for a permit. All boxes MUST be checked O marked NA in order to apply.
Plot 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!
Energy compliance design and supporting documentation in duplicate.
anufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or
o=i=on-U ans, 1 in duplicate.
❑ T. Meta ui mgs: (Al Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate.
(D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer.
Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be
indexed and returned to the plan review line-up when required items are received.
` Date Received By
❑ 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.)
❑ 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 ❑
f Imements, ❑ Drainage ...............................
2 Encroachment PermvepIW t � ublic Works Dept. (construction a rov 1 prior to ).
faPre Inspection requird��
3
4?2Contractor'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. anufactured me utility clearance .................................................... .....
❑ 29* in violati or expired permits .............
r—
❑ 30. rant Deed, H. Title/Statement of Facts, a er from Legal Owner, eck to H.C.D. $
❑ 31. Other:
When issued Telephone and hold for pickup.
I have been info feed of the abo items and requirements for obtaining a building permit.
Applicant: �� Date:
/��'SAS 03
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 b ❑ phone, ❑ mail, ❑ c , y Date:
Plans reviewed by: '� Date: - /�' Plans approved by: G�� Date:
Structural reviewed by: Date: Structural approved by: Date:
Note transfer by: Date:
Yellow: Building Division
n
p
..PT '
INSPEC IO
N
:...... ..:..:....::.....:REPORT:.:::;:.::
OWNER: DATE:_.
LOCATION: `�U _P,
CONTRACTOR: G:
PRE-INSPETION FOR
DA- TO,INSPECTOR PERMiT H ORY:( )NONE �(a-AS FOLLOWS: ij
�1 04A P ry G\ n
d . 0U BUQ.DIIVG IIVSPECTOR'Siii!!! REMP�ORT
Buil ing�Descnp`ti�on: j
CCommercial/Usage: VVV
Residential/# of Units:
Currently Occupied
AbandonedNacant
Electric:
Yes No Electric currently On Off
Condition of Electric
Gas:
Natural Propane None Currently On Off
Obvious Problems:
Sanitation:
Plumbing Working
Well Working Potable Water
Obvious SewageProblems
Comments:
ACTION RECOMMENDED: ISSUE: HOLD FOR
Inspecto Dat
Sketch buildings on reverse and indicate location on property.
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION.
$
��R6ro. @7.50
APPARATUS
7 County Center Drive - Oroville, California 95965
- Telephone (530) 538-7
�t
APPLICATION AND PERMIT - U�/
(Rev. 12/96)
.
ASSESSORPC Ulm
Rq U MS
ZONING
ZONING
BUILDING PERMIT
TELEPHONE
ow 7,5 ,LOST
S BUILD
ATI
. ow NO ADDREss 61
V L
HONE
Co Rs NAME
SHERIFF
$
COTops rm aDD
CONSTRUCTION LENDER
MECHANICAL PERM/ Filing Fee 20.00
Fireplace
$
LENDETrs MAILING ADDRESS
$
Total Valuation.
ARCHITECT OR ENGINEER LICENSE NO.
Filing Fee $
20.00
$
n
Permit Fee !� $
4/�'70. 7—
ARCHITECT OR ENGINE$i5 MAILING ADDRESS
PERMIT FEI= $
Plan Checking Fee $
Za
euaowo Ess
Energy Plan Checking Fee $
Energy Inspection Fee $
•/�
o ;c
CONST. TYPE TOTAL FEE $
PERMIT FEE S
C/
$
LOT NO. SUBDIVISIONS NAME PARCEL MAP
PLUMBING PERMIT
Fling Fee 20.00
D. FEES IMP
Each Trap
7.00
USEOFSTRUCTURE
Solar or heat pump water heater
23.00
SF ❑ Duplex ❑ Mobilehome ❑ Other
Water piping
15.00 ^
SPECIFY
Each gas water heater or vent
15.00
TYPE OF WORK
Gas piping system 1 - 5 outlets
15.00 r
New ❑ Addition ❑ ❑ utilities ❑ Insttaalllation ❑�O/ther ❑
Building sewer
15.00
nRemodel
r_jL4`/V d t /`tel
Mobile Home S G W
@20.00
Describe Work: ,/ , J -X
—7
PERMIT FEE $
s—
ELECTRICAL. PERMIT
Fling Fee 20.00
Main Service OA t
23.00
y/
Main Service Now TO io-A
46.00
✓% /
NEW CONST. DWEi11N0 OCCUP.
ADONSa
OR . a ACC. BIDE.
SO.
3.50FT.
/✓�/
MULTI -OUTLET
FEE PAID
$
��R6ro. @7.50
APPARATUS
.PERMIT
GTPOWER
. swGLE oUTLEr CIR
OUTLET OR FORURES 20 @ i.00
EX OCCU SAL @ .50
Ex. Occup. urlt� 6Nin,OR 5.00
SRA,
$
Temporary Service 23.00
Mobile Home Fac" es 20.00
KIM Wiring 23.00
SHERIFF
$
PERM/ FEE $
MECHANICAL PERM/ Filing Fee 20.00
OTHER
$
Heating
Cooling
Hood . 6.50
$
Venttlation
PERMIT FEI= $
Mobile Home Installation Fee $
$
Energy Inspection Fee $
•/�
o ;c
CONST. TYPE TOTAL FEE $
AMOUNT RECEIVED
C/
$
HAZ
D. FEES IMP
FLOOD
CDF
PARCEL
PD
HO
ISSUE
This permit is hereby issued under the applicable provisions
DATE RECEIVED. 6�
/
� 1�--�
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
�.
By Date
64-25-20
Delmar Pendleton T,• / �,/Pflljt,7?aga.
310 Ponderosa Way, lot 178
contr: Feather River Const., Magalia
Permit #483-77B,P,E,(new prna.te garage)
64-25-20
c r"�"Feat. le River Const., Magalia
P emit -
484 77P,E(�1. ,MI�
EECXd3' .a -cc• [
GAS ,. �D
SUHa STRUCTURE REQ.
COMPACTION TEST REQ. I/
fl/a�7> 64-25-20
ermit #4429-77P(gas pi.ping)MH
64-25-20
Co ams MH `service, N. High-
lands
Permit #k4994-77MHI
Issued 42 j,
64-25-20
Permit #16 3-79B(new -2- decks/MH)
Building Permit Number: D 3-,-2- 7�A
Owner Name: Perdte__ -�
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 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 CHECKER 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: 03 -a WV
Owner Name: pemdlt,��
Parcel lies within the State Responsibility Area (SRA). Comply with attached
requirements.
MFire sprinklers are required in this structure.
MThe following Parcel map requirements shall be met:
All structures an e i1i
�d*u I pment including ov
rhangs shall be clear of all easements.
ec'from the side L50LOle'etfrom the rear property lines and 20
A setback ol eet
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.
�kExpansive soil may be encountered on this site. This condition may require 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
MOBILEHOME INSTALLATION SHEET
1. Owner's name:
2. Installer's name:
3. Is the site currently under permit?-. Yes �� No
(If yes, furnish permit number T ) OR
Is the site an existing site? Yes V / 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 --G� No
(If no, clarify
5. What is the mobilehome electrical rat' g? ----------------------- Ampsr�
6. What is the .mobilehome site service ting? ---f ^ f -"� APs
7. What is the mobilehome site circuit. bre r rating? �1�'-0-�' /e7C)Amps
8. Is there any other electric load to be served by
siteservice?---------------------------------- ------
(If yes, identify the load and size: (Load)
9.. What is the mobilehome site gas pipe size? ----------------------
10.
11.
12.
Yes / / No / /
(Amps.)..
3/,f ii
What is the type of gas.service? Natural./ / LPG
What is the gas pipe length from meter or tank to the mobilehome? o (ft.)
,,
.What is the mobilehome gas demand? --------------------------- -- - %=(BTU)
(This information not required if pipe length less than 6 ft. on natural gas..
or less than 50 f1t. on LPG.)
BUTT= COUN
0 Cr N- c
�s
MOBILEHOPbRT DATA jpj{ 2 .6
Mobilehome .Mfr.�%G'< Setup Model No. Year
Width (ft.) Length ��, (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)..
— Sin le:
_ Footings- (check.one)
/ / 1. Wood either
pressure treated or
:enter
Center Support
fdn.'grade.
support
Footing Sizes
.ocat'ions
(in.)
,( 2. Concrete pad.
x
3.�6ther,: s 991fy
•
ln.}�in.
A
Supports (check one)
4
1. Concrete block
/ / 2'. Concrete .piers
in
(in.)(in.)
Ll 3. Steel. piers
4. ..ther, spec y
ypical Support
noting Size
�Jn.
)) in.
.(in.) (in.)
0 ®
" - �
Max. Pier
Spacing.
I Wt�. 1n.
f . in. )
in. in.
nt)_
Z- Overhang
3
-If center
piers are other than rawn above,
draw in locations, spacing, and dimensions.
_ _ _ _ ..
v
BUTTE COUNTY .
su II d RT T
4�
VECTOR DYNAMICS
FOUNDATION. SYSTEM
WIND ZONE 1 & 2
INSTALLATION INSTRUCTIONS
For the State of California
INDEX
SECTION
INTRODUCTION
PIER HEIGHTS
GENERAL INSTALLATION
SETUP INSTRUCTIONS
METAL PIER & V -DRIVE
PARTS LIST
CONCRETE INSTALLATION
SCHEMATICS
PAGE
NUMBER
2
4
5 &5a
6
7,7A,7B&7C
8&9
WIND ZONE I - SINGLE SECTION
WIND ZONE 11
- SINGLE V DRIVE
- METAL PIER
- DOUBLE SECTION
- TRIPLE SECTION
- SINGLE SECTION
- DOUBLE SECTION
- TRIPLE SECTION
SOIL CLASSIFICATION
10
11
12
13
14
15
16
17
18
COMPONENT PARTS AVAILABLE UPON REQUEST
Foundation System
m
B E COUN �-
gUILDING DEPARTMI-:
P P R 0 V F
Release Date 8/13/2001
Engineer Approval
TUC
N Cj N
E=xP 3/1 1 2011
l£ riF CA��Fc�
18551
APPROVED
SUBJECT TO CORRECTIONS NOTED
APPROVAL DOES NOTAUTHORIg ORAPPROVE ANY
OMISSIONS OR DEVIATION FROM REQUIREM&M OF
APPLICABLE STATE LAWS AND REGULATIONS
State of California
Department of Housing and Community Development
DC AND ARDS
/
(sign u.)
SPA NO.
For Further Information
TIE DOWN ENGINEERING
5901 Wheaton Drive
Atlanta, GA 30336
404-344-0000
FAX 404-349-0401
www.bedown.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 11' & 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, end Zone I & II), are available through local distributors of Vector Dynamics or directly from
Tie Down Engineering.
Gerwal
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 vier & anchoring mQuirements. 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 1
• 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 11
• Maximum single section home width is 15 ft. including eaves, maximum eave width is 6" per side.
• Maximum single section home width of 16 ft. including eaves must use two additional vertical best
anchorststabilizer plates (one per side) as fisted 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 -
nage 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.
�O
Page 2 California 8/2001
56 i
ma
Figure 1
Maximum Pier Height (Wind Zones 1 & 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 i.
ma:
Unequal Pier Heights ( Wind Zones I & 11 only) ryu�
5 in.
lax
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. ' -
Page 3 Califomia X1'2001
GENERAL INSTALLATION INSTRUCTIONS
SITE PREPARATION
It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or
flowing beneath the home. See manufacturer's home installation manual and state requirements for grading
and other site preparation.
FOOTINGS AND FROST LINES
The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose
vegetation. In areas where frost line/poured footers are required, the Vector system for concrete is used. See
pages 8 & 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.
Trp: Precut your lumber and mark as to brand or model of homes you will be installing. If frame widths
are the same, the pre-cut boards will also be the same length in each Vector set-up.
STRAP TENSION
All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight-
ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined
as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight-
ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven-
tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation
system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con-
nectors with welds.
tc
Page 4 Califomia 8/2001
Set -Up Instructions for the
Vector Dynamics Foundation System
#5900% (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
4. INSIDE BRACKETS AND
STRAPS
Attach the Inside Tie Brackets to the
U -bolts over the pre-cut boards or
PVC. Attach a strap with hook to
each inside tie bracket. Tighten
bracket. When using looped strap and
a crimp seal, in place of the hook,
place a 3" long section of strap,
folded in half .and inserted between
the strap and inside be 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.
S. 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. o
Page 5 Califomia 8/2001
Set -Up Instructions for
Vector System #59018
(Kit #59018 is interchangeable with Kit #59007)
Long U -Bolts
1. Set Vector Pads
Clear all vegetation where pads will rest. Place
a long U -bolt in pad as shown. Press or ham-
mer pad into the ground.
2. Set Block or piers on pads.
Center foundation blocks or piers on pads.
Place pre-cut center compression member
between blocks, resting on pads, centers
between U -bolts as shown.
3. Outside Tension Bracket
Attach outside tension bracket as shown to out-
side of pads.
4. Inside brackets & straps
Attach the inside tie brackets to the U -bolts over
the compression member. Attach a strap
w/hook or swivel strap w/nut/washer & bolt
(washers are required). Place other end of the
strap over opposite I-beam & down to outside
tension bracket. Cut strap 12 - 15 inches past
bracket. Attach strap & slotted bolt in bracket.
Tighten strap until tight with 4-5 wraps around
bolt. Repeat with opposite strap.
Page 5a
California N12001
Vector Dynamics
Metal Pier 11
For metal piers, place the piers in the center of the Vector pads. Set the single 4x4 or two 2x4's through the piers, centered in the U -bolts, so that the
board(s) overhangs the Vector pads on each side by about 2'. Outside Tension brackets attach the same. Inside be brackets mount 'upside down' as
shown in drawing. Metal piers using the Vector system can only be used on level ground installations.
Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing
must be consistent with home manufacturers' installation instructions and/or state requirements.
When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 44 per Vector system) for the center compression section, by measuring center to
center frame distance and adding 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE
TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber
when using metal pier stands.
V -Drive System Installation:
for rocky soil conditions
V Drive anchors are used only with
Zone 1, single section homes.
Soil Class 1,2,& 3.
V -Drive 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. wth 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, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten inch@Obq the anchor
head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. O
� I r, .
Page 6 California 8/2001
Vector Dynamics
or.
Foundation Systems
Component Parts List ..
Vector System 2000
Kit # 59018
n o ® Single piece pads with straps
and slotted bolts
Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732
s s
2
2 Ij
IFS
Part #'s included: 59275, 59282, 59276, 83044z & 10999
Vector System
Kit # 59007
e e 0000��
Concrete Vector System
_ Kit # 59008
(for single stack blocks)
0o c mo 0
Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232
Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279
Page 7
Concrete Vector System
Kit # 59006
(for double stack blocks)
e
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
® Vector Lateral Hardware Kit
® ® ® Kit # 59024
Q o � (for use with 59271)
0
Part #'s included: 59281, 59288,10925, 59232 & 83044z
Part #'s included: 59269, 59113, 59282 & 10999
Adjustable Steel
Compression Strut
P/N 59043""''
�iL c
r
Or
these products available
at your local hardware store
aea��l
e
Qy,alP��
� � ea•
Zeo Z QVCQ�pO
4" Shed
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.
• e
Page 7A California 8/2001
Vector Dynamics Individual Component Parts Detail
alo
�3
0 0
0
5
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. R. Pad
Part # 59271 - 12 gauge
22.5" x 19.418" x 3"
Vector Dynamics Tension Link0 Slotted Bolt
Part # 59282 ' ,�ll� Part # 59135
6.25" x 2.52" x 3" 3" x 5/8"
Vector 2000 Tension Link ® ®_
Part # 59288 Long U -Bolt w/Nuts &Washers
Part # 83044Z
2.125" x 2.375" x 2.06" 3/8" x 4" (16 Threads Per Inch)
Concrete Wedge Anchor ® ® Short U -Bolt w/Nuts & Washers
Part # 10530 Part # 10999
3/8" X 3-1/2" Li 3/8" x 3" (16 Threads Per Inch)
Page 713
Califom
t
1
Protecto-Strap Carriage Bolt w/Nut & Washer
® Part #59276 p Part # 10925
6.3" x 3.3" x 7/8" ® 112"X 2-1/2"
as Protectoarap
Strap Protectors Part # 59279
Part # 59232
6.3 x3.9"x7./8"
PVC Adaptor
Part # 59281 ® Carriage Bolt w/Nut & Washer
7.25" x 4/56" x 1.42" Part # 10624
3/8"-16x4'.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'
Part # Length
59732 12'
p 59734 14' .
cp 59736 16' Frame Tie w/Hook
8 ft. P/N 59195
10 ft. P/N 59210
Earth Anchors 12 ft. P/N 59211
Longer Lengths Available
30" x 3/4" with 2-4" helix
Black Paint: Part #59095
Galvanized: Part #59079
Earth Anchor Stabilizer
V-0rive Head 12" wide
Part #59269 - Black Paint: Part #59292
Galvanized: Part #59294
0A..
.. Drive Rods
6 ® Part #59113
o _
Page 7G
uaurornia
012001
Vector Dynamics System
for. -Concrete Applications
Instructions for Vector Kit #59008 (for single stack blocks)
or Vector Kit #5906 (for single or double stack blocks)
Page 1 of 2
These instructions are an addendum to the standard Vector Dynamics instructions. Read
and follow all applicable instructions and guidelines in the Vector instructions and home
installation manual. The Vector system for concrete pads applies to concrete footers,
runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 411(for part
#59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers
must be below the frost line or a minimum of 4" below finished grade whichever is
greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to
accommodate an anchor bolt to its' full load resistance.
1. Determine location of pier sets where the Vector systems will be located.
2. Place one Vector concrete pad (galv. metal) on the concrete where the pier will be
located, centered under the I-beam of the home. Place the upturned edge towards the
center of the home and directed to the opposite Vector pier. Do the same for the opposite
Vector pier.
3. Measure the distance between the two Vector system pads at the base where the Vector
pad meets the concrete. Cut two ground treated 2x4's this length and place between the
piers as shown.
4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown.
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
Vector p2
for
concrete
Concrete
footer Page 8
Wood Cap
and wedge
Outside
Tension
Bracket
Wed e
B co
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 2of2
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 be 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. Tum slotted bolt until straps are tight using
at least five turns on the slotted bolts.
Illustration Twoze -' \
Vector pad
Ad 0f -h' for
' W concrete
Inside /
Tie Bracket r
�i Concrete
Compression footer
boards...�.,.�._..:........,.._......:......:�.._....,,_.�..�.: _ u,.....�;a._._.,.�.:.... ,....,., :..... :._ �...:,�._.:<,:.
U -bolt Page 9 California 2001
WIND ZONE I
(not to scale)
co o
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
WIND •ZONE I
1
` ,
Vector Dynamics Systems Required
_ -
for Single Section Homes -
9
(Materials Required)
e
- n h0m 5,-e a%
' `e Seot%'ctor sy manual
(a 9-tome°{�Stallatlo"
I
of a l2 Sp
- - \e gel", to h
EXampsho�s must beLo
-
1
- - - - r\' \lusttati spacing
' an
' \ \ • ads
00
t::.
ACU
1
I
WIND ZONE I
(not to scale)
co o
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
Y One Vector Kit, 2 slotted bolts
Y 2 ea. 1-1/4 In. ties, length will vary with pier height
(4725 Ib. min. break),
V 1 ea. 4 x 4 pressure treated wood
compression member
* 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
V or 1 ME adjustable steel strut
WIND ZONE I'
Vector Dynamics Systems Required I
Single Section Homes - -
Difficult Soil Conditions -
\\
Y%00'
ms. delrnes-
t stn9 s ctko ,,o yslensal 9��
le veca n ma
e of a 1o? tat sPacome \nstal _ i I
- - eySMP ho` is gebe 10 h 1
- scion cln9 Mus
. ' I
q\Ustr and SPa
I \ I
I t`
\ \ \ V o,3nd3Uon Pads
I ♦ \
I 1 ♦ \ -
M
V -Drive anchors
are used only In
WIND ZONE I
(not to scale)
sq. ft. pad/
Home Length
NOTE: Veda Systems should be spaced as evenly as
1
Is practicable along the length of the home. Piet spacing
must be ooflsistefttttlllit home maMactuters' iafalation
tttstnxtlofts sociis state tegt�emerrs.
0 to 72'
Maximum allowable working drag load
3
for the Vector System with the steel
4
compression strut Is 3,150 pounds per
Soil Classifications:
2, 3, the K2 Engineering test report.
Soil Bearing Capacity:
1,000 PSF minimum
Anchors Required':
"V" Drive Anchor, Part Number 59269
1-1/4" frame ties w/4725 lbs. min. breaking strength.
When using "V" Dr7ve Anchors
Home Length
Vector Systems
Required
Anchors Required
Per Side'
Ep a Vector Kh vector it, 2'V'ron Drive Anchors, 4 slotted bolts
• 2 ea. 1-1/4 In. tie, length will vary with pier height
(4725 Ib. min. break),
• j 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 (center compression member only)
0 to 72'
3
3
73' to 90'
4
4
• or 1 TDE adjustable steel strut
• "V" Drive Anchor, Part Number 59269 •2 ea. 20a treated wood for
'V" Drive =connection.
Note: PVC pipe cannot be substituted for wood on the
'V Drive Anchor connections.
TIE
DOWN
T
a�
c�
CD
N
W". w., s..
Soil Classifications:
Soil Bearing Capacity:
Anchors Required:
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 '
Metal Pier Sets
3
2
73' to 90'
ZONE I
3
Vector Dynamics Systems Required
for Single Section Homes Up to 72
(Materials Required] _ - - h gyge a1
ct�on g%34111nes-
fO�S aiia 1On �"anU •
" =r "
72eg;n9
EXamp,h 01 San a1 S o home t -
_ bet
s to
Wost( atria spactn9
-
. . ads
, ndat�on P
Fou
,
W". w., s..
Soil Classifications:
Soil Bearing Capacity:
Anchors Required:
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 evenly as is practicable
along the length of the home.
WIND ZONE I
Vector Dynamics Systems Required -' - - " b`e se veC oho m " a` gu�de��nes•'
for Double Section Homes - - `e Of a �aaPaho;ne nsca�tst�on_
(Materials Required] SO shows muscae
-
- - " Sttat\o� acing - _ - ' ♦.
�Nu Sand SP-
IE daC%on ds
, - I ♦ ♦.
IFOWN
1
T-
to 1
(D
1
Maximum allowable working drag load
for the Vector System with the steel' " _ _ NOTE Vector Sjlstems should be spaced as evenly as
compression strut Is 3,150 pounds per
the K2 Engineering test report. Is practicable alongthe len of the horns. Pier
''-'
mbe consistent wIM hM rnanufacu 9W ?111111107
Insttucttons andlor stats requirements.
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
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. ties, length will very 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
Ir
ID
O
3
tv
WIND ZONE 1
Vector Dynamics Systems Re(
for Multi Section Homes
(Materials Required)
Soil Classiflcatlons: 2, 3,4A, & 4B
Soil Bearing Capacity: 1,000 PSF minimum
WIND ZONE 1
NOTE: Shear wall, ridge beam support posts &
marriage wall straps & anchors may be required by
the home manufacturer.
Vector systems should be spaced as evenly as Is
practicable along the length of the home. A two foot
variance + or - Is allowable at each system.Pier
spacing must be consistent with the home installation
manual.
00 "2 sq. ft.
N
O
O
Cha Y�t1�,
Yf-t V
\
3$ ini
41.
@jam eg
'iceK311711
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 (4726 lb. min. break)
1 ea. 4 x 4 wood compression member
or 2 ea. 2 x 4 wood compression member
or 3-1/2" or 4" nominal SCH40 Pipe
compression member or 1 TDE adjustable
steel strut
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
0
up to 76'
WIND ZONE 1
NOTE: Shear wall, ridge beam support posts &
marriage wall straps & anchors may be required by
the home manufacturer.
Vector systems should be spaced as evenly as Is
practicable along the length of the home. A two foot
variance + or - Is allowable at each system.Pier
spacing must be consistent with the home installation
manual.
00 "2 sq. ft.
N
O
O
Cha Y�t1�,
Yf-t V
\
3$ ini
41.
@jam eg
'iceK311711
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 (4726 lb. min. break)
1 ea. 4 x 4 wood compression member
or 2 ea. 2 x 4 wood compression member
or 3-1/2" or 4" nominal SCH40 Pipe
compression member or 1 TDE adjustable
steel strut
WIND ZONE II (Hurricane)
Vector Dnamics Systems Required
gilngle
for Section Homes on hom gms. �ids%knes• -
(Materials Required} - S;n9�e9fof�e kol S manUa190% 9 A - ; -
1e of a 6TWO%
gar Ms�a -
SOMPshows 9nust be I I
tfatlon acing t t
=----, Hius dsP .1 1
'.\\ dation Pads an
\ _ -14
I . \
4- r •
n
WIND ZONE II
(not to scale)
a) 1
CAb�•
247
Qp ,1�
N
0
0 �2 sq. ft. pad
'NOTE: For single section homes -Z
with eaves that exceed 6 Inches
_ in Zone 2, two additional frame
;i av 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
Soil Classifications: 2, 3, 4A, 814B the K2 Engineering test report.
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required': 30" with 4" helix anchor (59095),
1-1/4" vertical ties w/4725 lbs. min. breaking strength.
Home Length
Vector Systems
Required
•
Anchors Required
Per Ida *
Eaves 6"
or less
Eaves over 6"
less than or
e ualto 12"
0 to 48'
4
4
5
49' to 60"
5
5
6
61' to 72'
6
6
7
73" to 84'
7
7
8
85' to 90'
8
8
9
Vector Systems should be spaced as evenly as Is
practicable along the length of the home. Pier spacing
must be consistent with home manufacturers'
Instructions and/or state requirements.
Each Vector. Foundation System requires
• One Vector Kit, 2 slotted bolts
• 2 ea. 1-1/4 In. ties, length will vary with pier
height (4725 Ib. min. break).
• 1 ea. 4 x 4 pressure treated wood
compression member
• or 2 ea. 2 x 4 pressure treated wood
compression member
• or 1 ea. 3-1/2' or 4' nominal
SCH 40 PVC pipe compression
membe ,
• or 1 TDE adjustable steel Strut
0
WIND ZONE II -
Vector Dynamics Systems Required t`o„ ho s ems. �,de,;l,es �� =?,,
for Double Section Homes - ao,,b` 9;o ve;a�to�inanua` QVI - -
(Materials Required) { a 72 f� % Spa me este -
'17
N
CD Maximum allowable working drag load
for the Vector System with the steel
rn compression strut is 3,150 pounds per
the K2 Engineering test report.
NOTE:
Vector Systems should be spaced as evenly as Is pre
the length of the home. Pier spacing must be consist4
manufacturers' Instructions and/or state requirement
€?
�0 ���► '
n WIND ZONE II
(not to scale)
O
3
N
\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 "
0 to 48'
4
4
49' to 60"
5
5
61' to 72'
6
6
73" to 84'
7
7
85' to 90'
8
8
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
. E
WIND ZONE
Vector Dynamics , • '
sow
Section
, Required) •
mes
9r.v
,.+y� JF �f4%--. _ ).a�w1 i�}•Ji `�L-+ �1y� \`Sl iii
•m+�'�t� � 9� 3rry �r'J '�+ is
a i.'i sd
Maximum allowable working drag load
for the Vector System with the steel
compression strut Is 3,150 pounds per
the K2 Engineering test report.
WIND ZONE 2
NOTE: Longitudinal stabilization is required.
Vector systems should be spaced as evenly as Is
practicable along the length of the home. Pier spacing
must be consistent with the home Installation manual.
0
N
O
3
W
sq. ft. pad
Soil Classifications: 2, 3, 4A, $ 4B
AM Rwarinn ranaritvt 1.000 PSF minimum
Materials:
'Anchors Required: 3/4" x 30" anchor (59095),
with vertical straps
Each Vector foundation system requires
One Vector Kit
2 ea. 1-1/4 In. ties (4725 Ib. min. break)
1 ea. 4 x 4 wood compression member
or 2 ea. 2 x 4 wood compression member
or 3-1/2" or 4" nominal SCH40 Pipe
com ression member or 1 TOE adjustable
steePstrut
chors Required
Home Length
Vector Systems Required
p r Side
Homes up to 46'
4 Vector Foundation Systems
4
Homesover 49'
5 Vector Foundation Systems
5
up to 60'
Homes over 61'
6 Vector Foundation Systems
6
up to 72'
Homes over 73'
7 Vector Foundation Systems
7
up to 84'
Homes over 85'
8 Vector Foundation Systems
8
up to 90'
Materials:
'Anchors Required: 3/4" x 30" anchor (59095),
with vertical straps
Each Vector foundation system requires
One Vector Kit
2 ea. 1-1/4 In. ties (4725 Ib. min. break)
1 ea. 4 x 4 wood compression member
or 2 ea. 2 x 4 wood compression member
or 3-1/2" or 4" nominal SCH40 Pipe
com ression member or 1 TOE adjustable
steePstrut
'r
VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS
This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified
as Class 4A 413, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class
5 conditions (above 50 in. lbs.), contact Tie Down Engineering.
SOIL CLASSIFICATIONS
0
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
413
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
�PERMIT NO. 484=77P,E
d PERMIT EXPIRES
OWNER Delmar Pendleton
�CONTR. Feather River onst., Magalia
LOCATION (A.P. 64-25-20
310 Ponderosa Way, lot 178, PP#15, Magalia
•
Temp. Power Pole
Called PG&E
Temp. Elec. Serv. � 7
Called PG&E �✓� 77•
Temp. Gas Serv.
Called PG&E
JOB
FINALED ^ 3
(Date)
(Signature
J
COUNTY OF BUTTE
DEPAVMENT 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 51 under permit
number J4 - 7) for the following location:
Owner
r r
Owner's Address
Mobilehome Mfg.Model Year ?'a
Y �
Insignia No. e-1 O70 `/ 3 Serial No. g7;L-o
It is hereby certified for occupancy at the above described location and
may be occupied.
G�Director of Public Works
Date / ' 3 - -77 By - L` It (,
THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED
COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS
BUILDING INSPECTION'RECOND
BUILDING BUILDING (Cont'd) PLUMBING
Se'16ack I F ewall I Ski Pioina
i-ornts
Pa ets
1%t Floor
Mai Bldg.
Rest om Finish
2n Floor
Fo tins
Windo
3rd Noor
Stem all
Siding
To out
Slab
Roof Shea Ing
Water Plp),Ag
Piers
Roofing
Sewer
Garage
Fdn. Vents
Fixtures
Footings
Stemwa I I
Garage Vents
Insulation
Water Htr.
Heaters
Slab
Carport
Footings
Prov. for phsical
handica ed
Conformance of ex.
structure V
Appliances
Gas Piping & Test
Temp. Gas
Slab
Final
Sanitation
Patio
F EP ACE
Final
Footings
Footing
I E ECTRIC L
Bond Beam/ N I /FIRE SPRINKLEFM I Motors /
Stucco Final Subpanel/
Mesh MECHANICAL Gird. F It Prot.
Scra h HeatI4 Servi
Bro n Cooting TAO. Pole
F fish D isnder round
Int4rior Lath nt11ation Permanent
or Closer final A inaI
MOBILEHOME UTILITIES ------------------ Elec. Servi e y rl ,Z6jj Elec. Pedestal %S7r A•"
Water Piping Sewer Gas Piping
E ME INSTALL TION - -,z.- - - - - - - - - - Support •,0 2. _ Elec. Continuity
Water Piping B % % Drainage Gas Piping
DATE REMARKS OR CORR CTIONS
�4,��
G��- �� � `��-•moi-�
(NOTE: An entry must be made on this form each time you visit the job site.)
I r
MOBILEHOME INSTALLATION INSPECTION CHECK LIST
1. Is the mobilehome located with 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 P ---'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) Yes_J/Nc-
5. If mo a than a single unit, are crossover connections properly installed? (Sec. 5088)
Yes No -
6. Water
A. Is fle -ible connector of adequate size and properly installed (1/2" ID mlin.)? (Sec. 5566)
Yes— No
B. Test - Does water piping withstand working pressure or 50 lbs. air test? Yes e' -"'No—
C. Backflow - If coach is not State of California approved, does station have backflow device
and pressure -relief valve? Yes— No -
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" per foot slope and is it properly supported? Yes— No
C. Are any leaks detected in drainage system after running 3�gallons 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
8. Gas Piping and Gas Vents ;
A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum
mobilehome connector not more than 6 ft. long? Note: All piping is to be at least as
large as the mobi�,ehome gas line inlet without reductions other than the mobilehome
connector. Yes ,/— No
B. Test OK as per following procedure? Yes V No
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? Yes / No
� t ,
9. Electrical
A. Is service large enough to provide adequate amperage -to mobilehome (must equal rating of
mobilehome with a minimum of 100 amp) and other facilities on lot, i.e., water pumps,
garage, cabana, etc.? Yes_ No
B. Is there proper clearances around panels? Yes No_
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 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 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?
11. If everything okay, sign off card and tag services.
MOBILEHOME DATA
Manufacturer and/or Namestyle
Length Width
Vehicle Serial No. . 2 G 2-J
State Identification No. 4L-� O ZOy3/�yj Y
Additional Information or Comments:
COUN-TY Of BUTTE_ — DEPARTMENT OF PUBLIC WORKS
7 County Center Drive — UroviIle, California 95965 99 %
Telephone: X34-4541
APPLICATION AND PERMIT 107
10
BUILDING
Owner SQ. FT. OCC. BUILDING VALUATION
`az
Mailing Address
_�7 1 Telephone No.
Contractor
Mai I i ng Address
elephone No.
Building AdlKess 10
no toe t'QA
78 to *1 /,V-
I
A. P. N . 7 —a2
V% Zoning & Plannir
s &a� 1 FireDept. FireZone Use Permit
EQA Parking I Parcel Parcel Ma 60' R/W Im rovemei
Plans Declaration p p
Bldg. PIS,Rec'd Parcel A oval P I a pprovaI
NEW ❑ ADDITION ❑ UTILITIES ❑ OTOJER ❑
Single Family ❑ Duplex ❑ Mobil Home Iffy 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
st f:
License
Classification
❑ I am exempt from the Contractors License Laws of the State of California.
WORKMEN'S COMPENSATION INSURANCE
I am aware of the provisions of Section3700 of the California Labor
Code which requires every employer to be insured against liability
for Wor en's Compensation.
have placed on file with the County of Butte a certificate of
Workmen's Compensation Insurance.
❑I certify that in the performance of the work for which this
permit is issued I shall not employ any person in any manner
so as to become subject to the Workmen's Compensation Laws of
California.
I certify, thhave read this application and state that the above
information i correct. I agree to comply to all County Ordinances
and State aws ating uilding construction, and hereby
authorize pres to ' ' t County of Butte to enter upon the
above -m tion r f spection purposes.
x Date
Sign lure of Permitee or Agent
Receipt No. ! 0) q) a C�
�-]
1 ite-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant
Fireplace
Total Valuation
Permit Fee _
Plan Checking Fee &/or Penalty
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
BALD
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 A.D.S. `
DWELLING CCUP. &
ACC. BLDGS.
NEW CONSTR.
NON.RESID.
(MULTI -OUTLET
1 BRANCH CIRCUITS
NEW CONSTR.
NON-RESID-
(POWER APPARATUS .&
SINGLE OUTLET CIR.
$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
22sq ft
2.50ea
FEE
FEE
Ex. OCCUp(OUTLETS OR FIXTURES
BALD
EX. OCCU FIXED APPLNS. OR
p•�OUTLETS (RESID.) EA)
2.00
'Temporary service
10.00
Mobile Home Facilities
15.00 /
Misc. Wirina
6.25 i
Permit Fee $
MECHANICAL No.1 @ I FEE
PERMIT FILING FEE $3.00
Heating
Cooling
Ventilation
Hood 1 1 2.00
Permit Fee _ _ $ $
TOTAL PERMIT FEE $ 13 a
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 PU LIC WORKS
r
By nate T—Z 7 - �
Bui ing permit expires Date �— Zf' ��
MOB ILEH0M9 SJA!10RT DATA Y'
.� �3 i fi{ 1')- 6',
Mobilehome .Mfr.%G✓'t Setup Model No. Year
Width �(ft.) Length �G1 (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).
— Sin le
_ mj Footings- (check, one)
1. Wood either
pressure treated or
Center
Center Support
fdn.'grade.
Support
Locations
Footing Sizes
(in.)
j 2. Concrete pada
P x
/ / 3.�4ther.,: s991fy
Supports (check one)
3 G� � `•
�, `� �� �
� 1. Concrete block
2. Concrete.piers
f 7'E7 in
(in.) (in.)
IL 3. Steel.piers
' -
Ll 4. thee, spec y
-- -
— — — — —
/v.ls-17�i
yp ical Support
_x
Footing Size
ln.
{ in. in.
(in.)(in.)
�' 3 ®
Max. Pier
Spacing .
f in.
in. VIE.)
Overhang
in.)
*If center
piers are other than rawn above,
draw in locations, spacing, _and 'dimensions.
BUTTE COUNTY
BUILDING DEPARTMENT
APPROVED
BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS
7 Countv Center Drive. Oroville. CA.
PHONE: 534-4541.
MOBILEHOME INSTALLATION SHEET
5.. What is the mobilehome electrical rat' g? -----------------------. a� Amps
g?---��c_s �
6. What is the .mobilehome site service tin � s
7. What is the mobilehome site circuit. bre r rating? i ✓Z�y2 7 /Z70Amps
8. Is there any other electric load to be served by
siteservice?----------------------------------------------------
(If
--------------------------------- _-------- --
(If yes, identify the load and size:
(Load)
9.. What is the mobilehome site gas. pipe size? ----------------------
Yes / / No / /
(Amps).
10. What is the type of gas.service?------------------------------ Natural. / / LPG
11.. What is the gas pipe length from meter or tank to. the mobilehome? o (ft.).
------------------------------ ,,..��,,
12. What is the mobilehome gas demand? _�5=(BTU)�
(This information.not required if pipe length less than 6 ft. on natural gas..
or less -than 50 f1lt , on LPG.)
9-Y✓� �� '���-c-e.. � GSD �r1
'rte` y
1.
Owners name:
2.
Installer's name:e/
3.
Is the site currently under permit? Yes No
% 7 %t
(If yes, furnish permit number 7
)
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 No
(If no, clarify
5.. What is the mobilehome electrical rat' g? -----------------------. a� Amps
g?---��c_s �
6. What is the .mobilehome site service tin � s
7. What is the mobilehome site circuit. bre r rating? i ✓Z�y2 7 /Z70Amps
8. Is there any other electric load to be served by
siteservice?----------------------------------------------------
(If
--------------------------------- _-------- --
(If yes, identify the load and size:
(Load)
9.. What is the mobilehome site gas. pipe size? ----------------------
Yes / / No / /
(Amps).
10. What is the type of gas.service?------------------------------ Natural. / / LPG
11.. What is the gas pipe length from meter or tank to. the mobilehome? o (ft.).
------------------------------ ,,..��,,
12. What is the mobilehome gas demand? _�5=(BTU)�
(This information.not required if pipe length less than 6 ft. on natural gas..
or less -than 50 f1lt , on LPG.)
9-Y✓� �� '���-c-e.. � GSD �r1
'rte` y
COUNTY OF BfJfTE — D•EP-;41T�ENT OF PUBLIC WORKS
t 7 County Center Drive — Oroville, California 95965
k
-- TO eph'one:• 534-4541
APPLICATION AND PERMIT
authorize representatives of the county of Butte to enter upon the
above-mentioned property for inspection purposes.
Date v 1
gnature of Perm//itee or Agent
eceipt No.
15- b 6 o(01
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 OA PUBLIC WORKS
BY Date `—.� —J Z
Wilding permit expires Date G 'O ' 7
BUILDING
Owner EL �/�% ETT
SQ. FT. OCC. BUILDING VALUATION
Mailing Address
Telephone No.
Fireplace
Contractor l clI-, tG Cans
Total Valuation
Mailing Address #0Q )c/p?�
Permit Fee
Plan Checking Fee&/or Penalty
L
T lh
�e one Ny
% 3(0
Permit Fee $
Building Add ess•
PLUMBING No. @ FEE
PERMIT FILING FEE $3.00
10 tvo oil .i`!A% W
Each Trap 1.50
X 0.7 X78 W /S ,
Repair drainage or vent piping 1.50
Water piping a -5T �O
,q L /13 Zoning Verificafi n
Each gas water heater or vent 1.50
/
A. P. No. (py p� "va
/` 7Z g I
Gas
Gas piping system 1 - 5 outlets 1.50
Each additional outlet 30
Fees I
Ve6-
S i
FireDept. FireZone
Use Permit
Building sewer .5,68- 0 �
EQA
Parking
Plans
Parcel
Declaration
P cel Ma P
60' R/W
Improvements
p ovements
Lawn sprinkler system 2.00
BI (_Pk%Ts Aec'd I
rcel Approval
Plan pproval
Permit Fee $
$ -
NEW ❑ ADDITION ❑ UTILITIES
OTHER ❑
ELECTRICAL No. @ FEE
PERMIT FILING FEE J$3.00
Main service ;°o$ OR LAMP ORSLESS 5.00
Main service EA. ADD•L too AMP 2.50 0%
Single Family ❑ Duplex ❑ Mobil Home Others ❑
0 OEAMP OR LESS 25.00
Main service 1
Main service EA. ADD•L too AMP 1.00
Soo^^
SQ. FT, MINIMUM
NEW CONST. DWELLING OCCUP. &
OR ADDNS. ACC. BLDGS. 20 sq ft
NEW CONSTR. (MULTI -OUTLET
NON-RESID, BRANCH CIRCUITS) 12.50ea
FORJ -.-
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 B siness &Professions Code under the name
st le of:
Y
Ex. Occup (OUTLETS OR FIXTURES) 50 @ 251V
SALe1
Ex. Occup• FIXED APPLNS. OR
OUTLETS (RESID.) EA) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
License N<? 1.3 O/ % Classification
Misc. Wiring 6.25
❑ I am exempt from the Contractors License Laws of the State of California.
Permit Fee $ S
$
WORKMEN'S COMPENSATION INSURANCE
I 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
r Workmen's Compensation Insurance.
lecertify that in the performance of the work for which this
permit is issued I shall not employ any person in any manner
so as to become subject to the Workmen's Compensation Laws of
California.
MECHANICAL No. @ FEE
PERMIT FILING FEE $3.00
Heating
Cooling
Ventilation
Hood 2.00
Permit Fee $
$
I certify that I have read this application and state that the above
information is correct. I agree to comply to all County Ordinances
and State Laws relating to building construction, and hereby
b
TOTAL PERMIT FEE
$
73
authorize representatives of the county of Butte to enter upon the
above-mentioned property for inspection purposes.
Date v 1
gnature of Perm//itee or Agent
eceipt No.
15- b 6 o(01
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 OA PUBLIC WORKS
BY Date `—.� —J Z
Wilding permit expires Date G 'O ' 7
COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS
7 County Center Drive - UroviIle, California 95965
Tel epgone: 534-4541
APPLICATION AND PERMIT
a9»
authorize representatives of the County of Butte to enter upon the
above-mentioned property for inspection purposes.
4u,a Alpa:4,, 9a1%;4wv_ Date 4117
Signature of Permitee or Agent
Receipt No. Z9 �61
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.
DIVC OR OF PUBLIC WORKS
By- Da7-2,-(o
nW-permit expires Date +
BUILDING
Owner L `,Y` (?7/y ��T�N,
SQ. FT. OCC. BUILDING VALUATION
,�-
Mailing Address c) Lle (AJ 0 to or,-!
TO
Telephone No.
Fireplace
Contractor r'4 e
Total Valuation
Mailing Address
Permit Fee
Plan Checking Fee &/or Penalty
Telephone No.
Permit Fee $
Building Address 1 to e: A- S 74 v`^�
PLUMBING No. @ FEE
PERMIT FILING FEE $3.00
n✓
^\ f' C —
P
Each Trap 1.50
` s
Repair drainage or vent piping 1.50
Water piping 1.50
Each gas water heater or vent 1.50
A. P. No. Lf
Z
Zoning & Planning
Gas piping system 1 - 5 outlets .i..Fi13- 0,-
Each additional outlet .30
Fffs-tW._CJ
8epiiai n
I Fire Dept.
FireZone
Use Permit
Building sewer 5.00
EQA
Parking
Plans
Parcel
Declaration
parcel Ma P
60' R/W
ImprovementsLawn
sprinkler system 2.00
BI ec d I
Parcel Approval I
Plans Approval
Permit Fee $
NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER
ELECTRICAL No.1 @ I FEE
PERMIT FILING FEE $3.00
n
Main service 100 AMP OROR LESS5.00
Main service EA. ADD'L 100 AMP 2.50
Single Family ❑ Duplex ❑ Mobil Home Others ❑
Main service OVER 600V 25.00
100 AMP OR LESS
Main service EA. ADO'L 100 AMP 1.00
NEW OR ADDNST /DWELLING ACCBOGS.CCUP. &) 22sgft
NEW CONSTR. MULTI.OUTLET
NON.RESID. BRANCH CIRCUITS) 2.50ea
7 7
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:
Ex. Occup(OUTLETS OR FIXTURES) 6AL�
FIXED APPLNS. OR
Ex. OCCup.(OUTLETS (RESID.) EA) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
License No. Classification
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.
nI 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.
4u,a Alpa:4,, 9a1%;4wv_ Date 4117
Signature of Permitee or Agent
Receipt No. Z9 �61
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.
DIVC OR OF PUBLIC WORKS
By- Da7-2,-(o
nW-permit expires Date +
I
PMRMIT NO. 1613-798
PERMIT EXPIRES
OWNER Delmar Pendleton
CONTR. owner
LOCATION (A.P. 64-25-20
310 Ponderosa Way, Lot 178 PP15,Magalia
Temp. ower Pole
lied PG&E
71
Te p. Elec. Serv—
Called PG&E
Temp. Gas Serv.
Called.PO&E I
JOB
FINALED—
(Date)
UAo'i
(SignaturW
COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS
x
BUILDING INSPECTION RECORD
UILDING BUILDING (Cont'd)
Setbac
Firewall
Forms
Parapets
Main Idg.
Restroom Fii
Footings
Windows
Stemwall C
Sidin
Slab
Roof Sheaths
Piers
Roofing
Garage
Fdn. Vents
Footings
Stemwall
Garage Ven
Insulation
Slab
Carport
Footings
Prov. for y
necde
Conformance a
e
rFinal
Slab
L
Patio
Footings
Footina
cally
FI
PLUMBING
Soil Piping
1st Floor I
2nd Floor
3rd Floor
Topout
Water Piping
Sewer
Fixtures
Water Htr.
Heaters
Appliances
as Piping & Test
emp. Gas
Sanitation
Final
xtures
Mesh MECHANICAL Grf. Fault Prot.
Scratch Heating Service
Brown Cooling Temp. Pole
Finish Ducts Underground
Interior Lath Ventilation Permanent
Door Closer Final Final
MOBILEHOME UTILITIES -------------•---- Elec_ Service Elec. Pedestal
Water Piping Sewer Gas Piping
MOBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity
Water Piping Drainage Gas Piping
DATE REMARKS
I
• `' f � ti �U
ELECTR
(NOTE: An entry must be made on this form each time you visit the job site.)
j..
COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS �— y
7 County Center Drive - Oroville, California 95965
Telephone: 5+4541 //� ✓�
APPLICATION AND PERMIT Al
authorize representatives of the County of Butte to enter upon the
above-mentioned property for inspection purposes.
Signature of Ppermitee 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 fhh fees ha a been paid.
®I PUBLIC WORKS
rd F OFA FFA��'FAWNLD=
Building permit expires Date
BUILDING
OwnerSQ.
G
FT. OCC. BUILDING VALUATION
�. _
Mailing Address 3 i O PON P E/W� s -W*
Telephone No.
Contractor p W /V
Mailing Address
Fireplace
Total Valuation
Telephone No.
Permit Fee
Building Address-. Zp" / 7
Plan Checking Fee &/or Penalty
Permit Fee D
f
PLUMBING No.1 @ FEE
PERMIT FILING FEE $3.00
Each Trao 1.50
Repair drainage or vent piping 1.50
No. — �� 1in 8 Planning
A. P �o
Water piping 1.50
Each gas water heater or vent 1.50
Fk/s
Sa on FireDept.i
Fire Zone Use Permit
Gas piping system 1 - 5 outlets 1.50
EQA
Parking ParcelParcel
Plans Declaration
Ma p
60' R/W
Im rovement
p
ach additional outlet .30
Building sewer 5.00
Bldg. Plans Recd
Porcel ovoI
Plane royal
Lawn sprinkler system 2.00
NEWJg ADDITION ❑ UTILITIES ❑ OTHER ❑
Permit Fee $
$
ELECTRICAL No. @ FEE
PERMIT FILING FEE $3.00
0V OR L 5.00
Main service 100 AMP ORSLESS
Single Family ❑ Duplex ❑ Mobil Home Others ❑
Main service EA. ADD'L 100 AMP 2.50
Main service OVER 25.00
100 AMPP OR LESS O
Main service// EA. ADD'L 100 AMP 1.00
NEW CONST.OR ADDNS. \ ACCDWELBLOGSLING CCUP. Y) 20sgft
CONTRACTORS LICENSE LAW
I am licensed under the provisions of Chapter 9, Div. 3, of the
State of California Business & Professions Code under the name
style of:
NEW RESID,CONST/ BRANCH CIRCU
NON-RESID ` BRANCH CIRCUITTLET S) 12.50ea
NEW CONSTR. POWER APPARATUS8
NON-RESID. SINGLE OUTLET CIR.
Ex. OCCUO(OUTLETS OR FIXTI-RES g L@;
FIXED APPLINIS
Ex. Occup.(OUT ETS((RESID.)REA) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
License No. Classification
Misc. Wiring 6.25
[B -f 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.
oicertify that in the performance of the work for which this
permit is issued 1 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 $
$
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
Land Development Fee
$
TOTAL PERMIT FEE$
d(
authorize representatives of the County of Butte to enter upon the
above-mentioned property for inspection purposes.
Signature of Ppermitee 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 fhh fees ha a been paid.
®I PUBLIC WORKS
rd F OFA FFA��'FAWNLD=
Building permit expires Date
PERMIT NO. 483-77 3,P,E
PERMIT EXPIRES
OWNER Delmar.Pendleton
CONTR. Feather River Const., Magalia
LOCATION (A.P. 64-25-20 )
r 310 Ponderosa Way, lot 178, PP#15, Magalia
Temp. Power Pole
Called PG&E
Temp. EEe. Ser,.
Ca Yed PG&E
Te p. Gas Serv.
Called PG&E
/FONALED
B
%
(Sig- lure)
j
r
}
Temp. Power Pole
Called PG&E
Temp. EEe. Ser,.
Ca Yed PG&E
Te p. Gas Serv.
Called PG&E
/FONALED
B
%
(Sig- lure)
Relnf. Steel
-
ae i
Bond Beam
COUNTY OF BUTTE — DEPARTMENT OF PUBLIC
�Y
WORKS
Framing
Test
Water Htr.
Stucco
BUILDING INSPECTION RECORD
Subpanels
Mesh
BUILDING BUILDING (Cont'd)
PLUMBING
Setback
Firewall
Soil Piping
Forms
Parapets
1st Floor
Main Bldg.
Restroom Finish
2nd Floor
Footings
Windows
3rd Floor
Stemwall
Siding
To out
Slab
Roof Sheathing
Water Piping
Piers
Roofing
Sewer
Garage
Fdn. Vents
Fixtures
Footings
Garage Vents
Water Htr.
Stemwal I
Insulation
Heaters
Slab
Prov. for physically
Appliances
handica ed
Carport
Conformance of ex.
Gas Piping &Test
Footings
structure
Temp. Gas
Slab
Final
Sanitation
Patio
FIREPLACE
Final
Footings
Footing
ELECTRICAL
Relnf. Steel
Final
Fixtures
Bond Beam
FIRE SPRINKLERS
Motors
Framing
Test
Water Htr.
Stucco
Final
Subpanels
Mesh
MECHANICAL
Grd. Fault Prot.
Scratch
Heatina
Service
Brown
Cooling
Temp. Pole
Finish
Ducts
Underground
Interior Lath
Ventilation
Permanent
Door Closer
Final
Final
DATE
REMARKS OR CORRECTIONS
-7 41, � �u.�u .. � � d y e' P Uig
2e Wck/ n��,a�„ .� �;�..r� cbt!A,�moi
O
(NOTE: An entry must be made on this form each time you visit the job site.)
COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS
7 County Center Drive — Oroville, California 95965 %� �
Telephone: 5344541 </ .77
APPLICATION AND PERMIT
authorize representatives of the County of Butte to enter upon the
above-mentioned property for inspection purposes.
X Date —�-7 7
�� Signature of Permitee or Agent
Receipt No. /-5-4,
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 JAUBLIC WORKS
By I Date
Bu ing permit expires Date
BUILDING
Owner M 4 i2 /0EA/0L
SQ. FT. OCC. BUILDING VALUATION
Ow
Mailing Address
Telephone No.
Fireplace
Contractor
Total Valuation a0
Mailing Address (��. 12
Permit Fee C2O'"
Plan Checking Fee &/or Penalty
All
L1
Telephone No.
_
Permit Fee $
0 —
Building Address
PLUMBING No. @ FEE
PERMIT FILING FEE $3.00 '
,iia t W ,
Each Trap j' 1.50 (59
0 T /-78,
Repair drainage or vent piping 1.50
Water piping 1.50
0),C} L,J4
Each gas water heater or vent 1.50
A. P. No.—as'^pZ
Zoning 8 Planning
Gas piping system 1 - 5 outlets 1.50
Each additional outlet .30
Fdessl
W. .
Sa t to
Fire Dept.
Fire Zone
Use Permit
Building sewer 5.00
EQA
Parking Parcel
Plans Declaration
Parcel Ma p
60' R/W
Im rovements
pp
Lawn sprinkler system 2.00
Bldg. ns Recd
✓ Parcel Approvalans
Approvol
Permit Fee $
$
NEW ADDITION ❑ UTILITIES ❑ OTHER ❑
ELECTRICAL No. @ FEE
PERMIT FILING FEE $3.00
Main service 600V OR LESS 5.00
100 AMP OR LESS
Main service EA. ADD'L 100 AMP 2.50
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
2 i y
V 99�NEWCONSTR
NEW CONST.(DWELLING O,C.�/ P &
OR ADDNS. ACC. BLDGS. Td0 2¢syft
(. MULTI -OUTLET
NON -RESID. BRANCH CIRCUITS) 2.50ea
NEW CONSTPOWER APPARATUS &
NON- R. 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
Ex. Occup(OUTLETS OR FIXTURES) 50 BAL2j
FIXED APPLNS. OR
Ex. Occup. (OUTLETS (RESID) EA) 2.00
Temporary service 10.00
Jr
Mobile Home Facilities 15.00
License No. -.:7/ j 0 7 Classification
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.
lecertify that in the performance of the work for which this
permit is issued I shall not employ any person in any manner
so as to become subject to the Workmen's Compensation Laws of
California.
MECHANICAL No.1 @ FEEPERMIT
FILING FEE $3.00
Heating
Cooling
Ventilation
Hood 2.00
Permit Fee $
$
I certify that I have read this application and state that the above
information is correct. I agree to comply to all County Ordinances
and State Laws relating to building construction, and hereby
TOTAL PERMIT FEE
$
authorize representatives of the County of Butte to enter upon the
above-mentioned property for inspection purposes.
X Date —�-7 7
�� Signature of Permitee or Agent
Receipt No. /-5-4,
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 JAUBLIC WORKS
By I Date
Bu ing permit expires Date
TO Building Department
00-,� �n--
FROM: Environmental Health
SUBJECT: Sanitation Clearance
Owner Location AP#
Plan Approved for: Sewage Disposal ul Water Supply V
Hold final for:
Final clearance O.K. for:
Clearance for bedroom md5k.e--home. Other
NOTE * * *
Water Supply
Water Supply
Sanitarian Date
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