HomeMy WebLinkAbout065-120-007,7
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�EITH RAMSEYER ENVIRON `
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r/s . Trails End Rd, a AL
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St.�..ffPr Rd., Maydlia � CE
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Permit#k 2779-74P,E �,� bATE
4relocate ex '
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065-120-007,.. ` r:` PERMIT#95-3125
GARTNER, Joseph & Linda
6424, Crossroad`s, Magalia`�% t' -
MHI •Ex-�Site3 .v/ 1 l 3�'��
Cont:'5kycrest Bldg
065-120-007 03-22 e�
GARTNER, JOSEPH
6424 CROSSROADS, MAGALIA INAL
Cont: BRODERICK, BRUCE
EX MH PERM FND EX SITE `
065-120-007 =
03-2279
GARTNER, JOSEPH 0
6424 CROSSROADS, MAGALI IN . LE
Cont: BRODERICK, BRUCE f�0
OPEN DECK - I
DATE
BUTTE COUNTY INTER-DEPARTMENTA-L CORRESPONDENCE
DELIVER TO LAST PERSON NAMED
NAME I DEPT. 1 DATE I NAME
DEPT.
RECORDING REQUESTED BY:
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE CA 95965
CONY of Document Recorded
14 -Oct -2003 2003-0071831
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 -ode
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.
JOSEPH GARTNER JR. AND LINDA E. GARTNER
REAL PROPERTY OWNEIULESSOR
6424 CROSSROADS
MAILING ADDRESS
MAGALIA BUTTE CA 95954
CrrY COUNTY STATE ZIP
SAME
INSTALLATION MAILING ADDRESS, IF DIFFERENT
SAME
CITY COUNTY STATE ZIP
SAME
UNrr OWNER (if also property owner, write "SAME")
SAME
M41LING ADDRESS
SAME
CITY COUNTY STATE ZIP
UNIT DESCRIPTION
BUTTE COUNTY BUILDING DIVISION
LOCAL AGENCY ISSUING PER WT and CERTIFICATE OF OCCUPANCY
7 COUNTY CENTER DRIVE
MAILING ADDRESS
OROVILLE BUTTE CA
95965
CITY COUNTY STATE
ZIP
03-2278 530
538-7541
TELEPHONE NUMBER
EB&PQNOS
/G
10-13-03
SiONATURE OF LOCAL AGENCY OFFICIAL
DATE
NONE
DEALER NAME (if not a dealer sale, write "NONE")
NONE
DEALER LICENSE NO.
SKYLINE HM INC 1996
MANUFACTURERS NAME DATE OF MANUFACTURE MODEL NAME/NuM BER
7C7OO575IA/B 66'8"X26' ULI42O647/8
SERIAL NUMBER(S) LENGTH X WIDTH .,,
REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER AP # 065-120-007
SEE ATTACHED
HCD FORM 433(A) REV. 8/91
WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept.
Preliminary Report
Description
Order No. BU -202196-2 VG
The land referred to herein is situated in the State of California, County of Butte, and is described as
follows:
PARCEL I:
A PORTION OF THE WEST ONE HALF OF THE NORTHWEST QUARTER OF SECTION 13,
TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 13 AND RUNNING THENCE
ALONG THE WEST LINE OF SAID SECTION SOUTH 0 DEG. 42' 02" EAST, 815.04 FEET;
THENCE EAST 686.27 FEET; THENCE NORTH 0 DEG. 22'05" EAST, 218..14 FEET TO THE TRUE
POINT OF BEGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED, CONTINUING
NORTH 0 DEG. 22' 05" EAST, 218.17 FEET; THENCE SOUTH 87 DEG. 37' 23" WEST, 200.00
FEET; THENCE SOUTH 0 DEG. 19' 54" WEST, 218.17 FEET; THENCE NORTH 87 DEG. 37' 23
EAST, 199.77 FEET TO THE POINT OF BEGINNING.
EXCEPTING THEREFROM ALL MINERAL AND/OR OIL, GAS AND OTHER HYDROCARBONS
LYING WITHIN THE LIMITS OF SAID LAND BELOW A DEPTH OF 200 FEET FROM THE
SURFACE.
APN 065-120-007-000
PARCEL II:
AN EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITIES PURPOSES 60.00 FEET IN
WIDTH LYING 30.00 FEET ON EITHER SIDE OF A LINE BEGINNING AT THE NORTHEAST
CORNER OF PARCEL I HEREIN DESCRIBED AND RUNNING THENCE SOUTH 87 DEG. 37'23"
WEST, 694.65 FEET TO THE END OF SAID LINE.
EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I,
DESCRIBED HEREIN.
PARCEL III:
A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITIES PURPOSES
OVER A STRIP OF LAND 60.00 FEET IN WIDTH LYING 30.00 FEET ON EITHER SIDE OF A
LINE BEGINNING AT THE NORTHEAST CORNER OF PARCEL I HEREIN DESCRIBED AND
RUNNING THENCE SOUTH 0 DEG. 22' 05" WEST, 1199.73 FEET TO THE CENTERLINE OF
STEIFFER ROAD.
EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I,
DESCRIBED HEREIN.
XT
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FONS SYSTEM f
CERTIFICATE! Q `OC: �« UPANC, yqS
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.14
BUILDING PERMIT NUMBER: 03-2278
Address or location of unit: 6424 CROSSROADS, MAGALIA CA 95954
Legal Description of Real Property: AP # 065-120-007
SEE ATTACHED
(x) Mobilehome/Manufactured Home
() Commercial Coach
Has been affixed to the real property above by installation on a foundation system
pursuant to Health and Safety Code Section 18551.
Owner's name: JOSEPH GARTNER JR. AND LINDA E. GARTNER
Owner's address: 6424 CROSSROADS, MAGALIA CA 95954
INSIGNIA OR HUD NUMBER: ULI420647/8
SERIAL NUMBER OR V.I.N.: 7C700575IA/B
MANUFACTURER'S NAME: SKYLINE HM INC YEAR: 1996
OFFICIAL APPROVING INSTALLATION: (�
DATE:10-13-03
PHONE: (530) 538-7541
H.C.D. 513C
DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT )SING
of Codes and Standards O
�.
u.
r
� Z
Title Search �G0
Date Printed: 07/24/2003 DEQ
Decal #:
LAV7784
Manufacturer:
90002 SKYLINE HM INC
Tradename:
FAIRVIEW
Model:
FRV5502CTM
Manufactured Date: 01/12/1996
Registration Exp:
First Sold On:
02/05/1996
Serial Number
7C700575IB
7C700575IA
Registered Owner:
HUD Label / Insignia
ULI420647
ULI420648
Use Code: SFD
Original Price Code: ASC
Rating Year:
Tax Type: LPT
Last ILT Amount:
Date ILT Fee Paid:
ILT Exemption: NONE
Length
Width
66'8"
13'
668"
13'
JOSEPH GARTNER JR
LINDA GARTNER (Joint Tenants with Right of Survivorship)
6424 CROSSROADS
MAGALIA, CA 95954
Last Title Date: 02/10/2003
Last Reg Card: 02/10/2003
Sale/Transfer Info: Price $66,342.00 Transferred on 02/05/1996
Situs Address:
6424 CROSSROADS
MAGALIA, CA 95954
Situs County: BUTTE
Legal Owner:
WELLS FARGO HOME MORTGAGE, INC
2865 SUNRISE BLVD, SUITE 101
RANCHO CORDOVA, CA 95742
Lien Perfected On: 01/28/2003 08:26:05
* * * END OF TITLE SEARCH
em
J /Ayl
A
JJJ
DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT LASING
Division of Codes and StandardsEl O
3 H , ® " W
y � Z
Title Search �G 0
Date Printed: 07/24/2003 DEv
Decal #: LAV7784
Use Code:
SFD
Manufacturer: .90002 SKYLINE HM INC
Original Price Code:
ASC
Tradename: FAIRVIEW
Rating Year:
Model: FRV5502CTM
Tax Type:
LPT
Manufactured Date: 01/12/1996
Last ILT Amount:
Registration Exp:
Date ILT Fee Paid:
First Sold On: 02/05/1996
ELT Exemption:
NONE
Serial Number HUD Label / Insignia
Length Width
7C700575IB ULI420647
668"
13'
7C7005751A ULI420648
668"
'13'
Registered Owner:
JOSEPH GARTNER JR
LINDA GARTNER (Joint Tenants with Right of Survivorship),
6424 CROSSROADS
MAGALIA, CA 95954
Last Title Date: 02/10/2003
Last Reg Card:' 02/10/2003
Sale/Transfer Info: Price $66,342.00 Transferred on 02/05/1996
Situs Address:
6424 CROSSROADS
MAGALIA, CA 95954
Situs County: BUTTE
Legal Owner:
WELLS FARGO HOME MORTGAGE, INC
2865 SUNRISE BLVD, SUITE 101
RANCHO CORDOVA, CA 95742
Lien Perfected On: 01/28/2003 08:26:05
*** END OF TITLE SEARCH ***
0
RECORDING REQUESTED BY
MID VALLEY TITLE CO. OfficialFEE
Records I REC
AND WHEN RECORDED MAIL TO: County Of
__ I
JOSEPH GARTNER, JR. CANDF&J. GRAN j
LINDA GARTNER Recorder I
6424 CROSSROADS RMMARY DID(SON 1
MAGALIA, CA. 95954 Assistant . I Barbara
1 02—Dec-2�2 I Page 1 of 2
A.P.N.:065-120-007 Order o.:.
Space Above This Line for >WWs NSB 0W2196VG
GRANT DEED
THE UNDERSIGNED GRA value ) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY �Q
computed on foil value of pro erty conveyed, or
COM on full value less value of liens or encumbrances remaining at time of sale,
unincorporated area; [ ] Town of _, and
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,
JOSEPH GARTNER JR. AND LINDA GARTNER, HUSBAND AND WIFE
hereby GRANT(s) to JOSEPH GARTNER JR. and LINDA E. GARTNER, Husband and Wife as JOINT TENANTS.
the following described property in the UNINCORPORATED AREA, County of Butte State of California;
See Legal description attached hereto and made a part hereof.
"THIS CONVEYANCE CONFIRMS A CHANGE OF NAME, AND THE GRANTOR AND GRANTEE ARE THE
SAME PARTY, R & T 11911 ".
Document Date: November 18 2002
0W' " PNR
1R 1
STATE OF CALIFORNIA AS
COUNTY OF BUTTE )
On 11-18-02 before me, VICKI GROSSE A NOTARY PUBLIC
personallyappeared JOSEPH GARTNER JR. AND LINDA GARTNER--
Personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument
and acknowledged antity me that he/she/they executed the same in his/her/their authorized
the person(s) or the ecapacitAies) and that by his/her/their signature(s) on the instrument
u n be of which persons) acted, executed the instrument.
WITNESS my hand o tial
Signature
This area AMOfficigfttotarial seal.
VICKI GRLGSE
Contmiasiart 4 1327111
y Notary Publle - CaUlomis
stilt Courcy
Comm. Ew&ft Oct 27, 2005
Mail Tax Statements to: SAME AS ABOVE or Address Noted Below
Preliminary Report
Description
Order No. BU -202196-2 VG
The land referred to herein is situated in the State of California, County of Butte, and is described as
follows:
PARCEL I:
A PORTION OF THE WEST ONE HALF OF THE NORTHWEST QUARTER OF SECTION 13,
TOWNSHIP 23 NORTH, RANGE. 3 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 13 AND RUNNING THENCE
ALONG THE WEST LINE OF SAID SECTION SOUTH 0 DEG. 42' 02" EAST, 815.04 FEET;
THENCE EAST 686.27 FEET; THENCE NORTH 0 DEG. 22' 05" EAST, 218.14 FEET TO THE TRUE
POINT OF BEGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED, CONTINUING
NORTH 0 DEG. 22' 05" EAST, 218.17 FEET; THENCE SOUTH 87 DEG. 37' 23" WEST, 200.00
FEET; THENCE SOUTH 0 DEG. 19' 54" WEST, 218.17 FEET; THENCE NORTH 87 DEG. 37' 23"
EAST, 199.77 FEET TO THE POINT OF BEGINNING.
EXCEPTING THEREFROM ALL MINERAL AND/OR OIL, GAS AND OTHER HYDROCARBONS
LYING WITHIN THE LUVRTS OF SAID LAND BELOW A DEPTH OF 200 FEET FROM THE
SURFACE.
APN 065-120-007-000
PARCEL II:
AN EASEMENT FOR ROAD PURPOSES AND PUBLIC UT LI TIES PURPOSES 60.00 FEET IN
WIDTH LYING 30.00 FEET ON EITHER SIDE OF A LINE BEGINNING AT THE NORTHEAST
CORNER OF PARCEL I HEREIN DESCRIBED AND RUNNING THENCE SOUTH 87 DEG. 37'23"
WEST, 694.65 FEET TO THE END OF SAID LINE.
EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I,
DESCRIBED HEREIN.
PARCEL III:
A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITIES PURPOSES
OVER A STRIP OF LAND 60.00 FEET IN WIDTH LYING 30.00 FEET ON EITHER SIDE OF A
LINE BEGINNING AT THE NORTHEAST CORNER OF PARCEL I HEREIN DESCRIBED AND
RUNNING THENCE SOUTH 0 DEG. 22' 05" WEST, 1199.73 FEET TO THE CENTERLINE OF
STEIFFER ROAD.
EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I,
DESCRIBED HEREIN.
-
NOTES RESIDENTIAL
065=120-007 03-2278
PERMIT NO. 1, GARTNER, JOSEPH
6424 CROSSROADS, MAGALIA
Cont: BRODERICK, BRUCE
EX MH PERM FND EX SITE
j.
l
THE HCI) FORM 433A FOR THIS MH CANNOT BE
f RECORDED UNTIL ONE OF THE FOLLOWING HAS
BEEN TURNED IN TO THE BUILDING DIVISION:
(1) LICENSE PLATE(S) OR DECAL (THE
INSPECTOR MUST RETREIVE).
(' (2) STATEMENT OF FACTS (ONLY ON NEW
MH' S).
INSPECTOR TO VERIFY SERIAL & LABEL #'S.
ti
i
11 SPECIAL CONDITIONS 11
CHECKED
BY
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
OCD -�° *'gym;4
JOB FINALED (Date)
Signature
k
0 = Not OK
. = No Not
eadyae1e
DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
Date
2.
Soils; Special MH Support Sketch
4.
3.
Sewer; Location -Test -Fall -C/0 -Concrete
5.
4.
Water; Location -Test -Easement Needed (Sketch)
Footings; Size -Spacing -Marriage Line
5.
Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
3.
6.
Gas; Location -Test -Wrap;-/ /" L'ft.
/ P Nat. or/ /" L "ft./ /'LPG
8.
7.
Well Clearance & Disconnect
9.
8.
Utility Clearance
Electricity; MH Test
Roof; Shthg-Roofing
6.
Water; MH Test
Date
7.
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
Date
1.
Zoning Requirements -Setbacks -Easements
Date
2.
Footings; Size -Spacing -Marriage Line
License Decals
3.
Gas; MH Test -Demand -Valve -Connector
11.
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
3.
5.
Drain; MH Test -Fall -Flex Connector
4.
6.
Water; MH Test -Regulator -Connector
Card B-1 Date
7.
Water and Sewer Connected,C/0 to Grade -HD Approval
6.
8.
Gas and Electricity Tagged
7.
9.
Tie Downs -Type -Installation Cert..
8.
10.
Exits; Insp.-Sketch
9.
11.
Cert. of Occupancy
Date
DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
Card B-1 Date
Card B-1
Date
Card B-1 Date
Card B-1
Date
PERMANENT END SYSTEM (ONLY)
4.
1.
Zoning Requirements -Setbacks -Easements
5.
Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
2.
Footings; Size -Spacing -Marriage Line
Carports; Windows -Doors
3.
Blocking
8.
4.
Gas; MH Test -Demand -Valve
9.
Siding; Nailing -Veneer -Stucco -Mesh
5.
Electricity; MH Test
Roof; Shthg-Roofing
6.
Water; MH Test
12.
7.
Water and Sewer Connected
8.
Gas and Electricity Tagged
Card B-1 Date Card B --
Date
9.
Exits
Date
POOLS (Plans) OK except #'s
10.
License Decals
Setbacks -Easements
11.
Verify #'s -with Office
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4.
Date
Card B-1 Date
Card B-1
Date
6.
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-Stee
3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails
4.
Wood Awn.; Posts-Beams-Rftrs-Connectors
Shthg-Frg-Bracing
5.
Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6.
Carports; Windows -Doors
7.
Electric
8.
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9.
Siding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
11.
Ext.; Steps -Doors -Landings
12.
Braced Wall Panels
Date
Card B-1 Date Card B --
Date
Card B-1 Date Card B --
Date
POOLS (Plans) OK except #'s
1.
Setbacks -Easements
2.
Soils; Compaction -Structure Stability
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4.
Elec.; Receptacles and Lighting, Distance-GFI
5.
Elec.; Pool Lighting; 15 Volts-GFI
6.
Elec.; Enclosures; Conduit Entries -Terminals -Listed
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures -Panel boards -Ins. to Main Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11.
Light Niche
12.
Enclosure; Fencing -Alarms
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
J=OK
0 = Not OK
- = Not Applicable
. = Not Ready
RESIDENTIAL (Single & Duplex)
Date
UNDERFLOOR (Plans) OK except #'s
1. Zoning -Setbacks -Easements -Flood -Slope
Hangers -Post Caps -Anchors -Connectors
2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth
48.
3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
5. Stemwalls, Main; Steel-Blockouts-Wrapped
50.
6. Stemwalls, Garage; Steel-Blockouts-Wrapped
6a. Hold Downs and Special Anchors
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
7. Slab, Steel -Wrapped
52.
8. Piers -Fireplace Ftg.-Steel
9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
Property Line Firewall & Openings
10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test
54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
11. Water Pipe; Test -Anchors -Regulator -Service Test
55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
12. Electric Underground
56.
13. Plenums & Ducts; Clearance -Material -Support -Ins.
14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
Siding -Nailing Veneer
15. Access & Ventilation
58.
16. Insulation
59.
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
PLUMBING (Permit) OK except #'s
Brace Interior/Exterior Wall Panels
17. Water Htr.; Vent -Access -Combustion Air Baffle
62.
18. Water Pipe; Test & Anchor -Nail Protection
19. D.W.V.; Test Fittings & Anchor -Nail Protection
Infiltration -Walls -Windows
20. Shower Pan; Test, First Floor -Tub Access
21. Test Tub & Shower, Second Floor -Tub Access
Date
22. Gas Pipe; Sixe & Anchors
Card B-1 Date Card B-1
23. Fire Sprinkler; Test
FINAL (Plans) OK except #'s
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
ELECTRICAL (Permit) OK except #'s
Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
24. Fixture & Transformer Clearance -Ins. Protection
67.
25. Elec. Receptacles Spacing -Lights & Switches at Doors
26. Size Boxes & No. of Conductors Stapled
G.F.I. & Bath Fixtures & Tub Access -Spa
27. Romex Installed Close to Edge of Studs & C.J.
69.
28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
29. 2 Appliance Circuits in Kitchen & Conductor Size GFI
Stairs & Rails
30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al
71.
31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al
Insulated Neutral ❑ Yes ❑ No
32. Service -Riser Conductors & Ground Main Disconnect
Elec. Outlets at Wood Panel, Int. & Ext.
33. Equip. Clearances Panels-Motors-Mech. Equip.
73.
34. Clothes Closet Light -Shower Light -Spa Light
35. Smoke Detector
75.
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MECHANICAL (Permit) OK except #'s
Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
36. A.C. Ducts Insulation & Support
78.
37. Vent Fan, Exhaust above insulation
38. Condensate Drain & Overflow, Size & Grade
Elec. Receptacles in Garage (F.F.I.)-Romex Protection
39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet
80.
40. Attic Access & Platform if Furnace in Attic
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FRAMING (Permit) OK except #'s
41. Sills Proper Materials & Anchors
_
42. Walls Studs -Nailing Spacing & Braces -Plates -Sound
43. Bearing Walls over Girders & Floor Nailing
Stucco Brown -Finish
44. Draft Stop in Walls (rat proof)
85. A.C. Unit Disconnect, Electrical -Plumbing
45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
86.
46. Headers & Beams -Size & Bearing
Date
FRAMING (Continued)
47.
Hangers -Post Caps -Anchors -Connectors
48.
Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shtinc.-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 ❑ Yes O No/Walks ❑ Yes O No/Planters O Yes O No
84.
Stucco Brown -Finish
85. A.C. Unit Disconnect, Electrical -Plumbing
86.
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
87.
Water Well, Disconnect, Electrical, Plumbing
88.
Exterior Elec. Trim, G.F.I. Receptacle -Underground
89.
Ventilation Throughout House
90.
Glass Protection
91. Corrections from Previous Inspections
92.
Gas Test -Meters Tagged, Gas -Electric
93.
Water & Sewer Connected -C/O to Grade -HD Approval
94. Energy Compliance Certificate -Other Certificates
95.
Address Posted
96.
Fire Sprinkler
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Comments at Final:
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO.
Rev. 11915) APPLICATION AND PERMIT 03
ASSESSOR PARCEL NUMBER
065-120-007
ZONING
TM -1
BUILDING PERMIT
OWNER
GARTNER JOSEPH & LINDA
TELEPHONE
873-2737
SO, FT, OCC. BUILDING VALUATION
. OWNER'S MAILING ADDRESS
6424 CROSSROADS MAGALIA CA. 95954
1716 R 92,664,0Q
CONTRACTOR'S NAME
BRUCE BRODERICK
TELEPHONE
873-5059
CONTRACTORS MAIUNG ADDRESS
PO BOX 786 MAGALIA CA. 95954
CONSTRUCTION LENDER
LENDER'S MAIUNG ADDRESS
Fireplace
Total Valuation $ 92.64.00
ARCHITECT OR ENGINEER
LICENSE NO.
—Filing Fee $
20.00
Permit Fee $
304.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $
23, 00
BUILDING ADDRESS
6424 CROSSROADS MAGALIA
Energy Plan Checking Fee $
$
PERMIT FEE $
347.00
LOT NO.
SUBDNISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Fling Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome 11 Other
SPECIFY
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15.00 15. . 00
Each as water heater or vent
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 7
Describe Work: REIRO M/H
Gas piping system 1 - 5 outlets
15.00 15 oo
Building sewer
15.00 1 5_0A
Mobile Home I S I G I W
920.00
PERMIT FEE S
65.00
SNOW 1.00AD:2500-3000 ft EWOD:X,04000 SRA
ELECTRICAL PERMIT
Fling Fee 20.00
800VOR LE
Main Service 20.A OR LESS
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is ' U11 force and effect.^�
License Class LIC. NO. L/
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
WORKERS' COMPENSATION DECLARATION
1 h reby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 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 permitis issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Main Service 200A TO 1000A 46.00
NEW CONST. DWELLINGOCCUP. s0
OR ADDNS. ( 3.50
NEW CONST. MLI °o�S.
NON-RESID. BRANCH CIRCUITS 97.50
_1L
8 PSINGLE OVRET CIR.OWER APPARATUS
EX. OCCU OUTLET OR FIXTURES 20 O 1'00
BAL p .50
Ex. Occup. DUTt�tis Pain) A 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PERMIT FEE S
MECHANICAL PERMIT Fling Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEE $
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
I certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that f I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
fo with comply wit those p ovisions.
Da7/3)/
Dnature of Applicant - ❑ Owner on ac Agent
An OSHA permit is required for excavat' ns over 60" deep and demolition or construction2Z_5
of structures over 3 stories in h i t.
Mobile Home Installation Fee $
Energy Inspection Fee $
Occ CONST. TYPE
TOTAL FEE $ 412 000
PAZ.
D �
IMP
FLOOD
CDF
PgRpEI
/
PD HD
This permit is hereby issued under the applicable
of th u e Cou Cod and/or Resolutions
ind' Pled v f which es have been
By ysD
PERMIT EXPIRES ON /
Dae
provisions
to ao work
paid.
e
Z B
Receipt No.
WHITE-D.D.S.-B.D. CAN SESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140
PERMIT APPLICATION'DATA SHEET
OWNER: �^1 (1/L%� ��..Q/� ASSESSOR PARCEL NUMBER
Proposed Building Use () Counter Technician: Date: 3 C/
Items required in order to app y for a permit. All boxes MUST be checked OR marked NA in order to apply.
Site plans, 3 or 4 sets, signed by the preparer of the plans.
6'2: Complete plans, 3 or 4 sets, signed by the preparer of the plans.
r, ❑ 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.
6: Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate.
❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be
stamped and wet -signed by the engineer.
Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and
returned to the plan review line-up when required items are received.
Date Received By
❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................
�.L
❑ 9. Site plan and business license approval from the City of Biggs ....................................
❑ 10. Letter of intent for non-residential buildings.........................................................
❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ..
❑ 12. Hazardous Material Form...............................................................................
❑ 13. Fire Sprinklers............................................................................................
❑ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by
❑ 15. Other
Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.)
❑ 16. Fees as shown on the attached Schedule of Fees Due Sheet .......................................
Ej 17. Statement of Intent for Non -heated and AIC Buildings .............................................
❑ 18. Sanitation and site plan approval from the Environmental Health Department in
E ❑ 19. City of Chico Plumbing permit........................................................................ '
❑ 20. California Department of Forestry plan approval ❑ paid. Sent by: ......................
,❑ 21. Planning approval for (A) Use: C3—_(B)Parking: (C) Parcel Check: E L _
❑ 22. Contact Land Development about,0, Improvements, ❑ Drainage ............................... y
❑ 23. NPDES Form............................."...............................................................
❑ 24. Encroachment Permit for driveway from the Public Works Dept ................................. +
0 25. Pre -Inspection for required................
❑ 26. Contractor's license information. (Number; Name Style, Classification).....:..............
❑ 27. Worker's Compensation Carrier and Policy Number.........: ........:.......................... t "� t
❑ 28. Owner -Builder Verification (17 Given to owner, ❑ Mailed to owner) .................... k S t
O 29. Letter of Signature authorization ............................... ..
................................. f,
❑ 30. Recorded copy of Agricultural Acknowledgment Statement :.................................. '
0ti31. Manufactured home utility clearance. .......... ........................................
OB650t
isting violations and/or expired permits............ : ..............,......... /.
❑_V_
Grant eed 1'M. Title/Statement of F- er from Legal Ownerl��Check to H.C.D. $ r
her:AAt +0
When issuedTelephone " _ and hold for pickup.
I have been irjformed of the above it ins and requirements for obtaining a building permit.
PAdd�ixtional
nt: ���i/ Date - 3fi dpermit application for the above items numbered: Plan Check Letter
items required
Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date:
Contractor, designer, owe s dvised of the abQQ��e data by ❑ phone, El mail, 01coun r, Date:
Plans reviewed by: Date: iS ' (( o? Plans approved by: Date:
Structural reviewed by: Date: Structural approved by: Date:
Note transfer by: Date:
Yellow: Building Division
37Y3
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUIL-16ING DIVISION
7 County Center Drive • Oroville. California 95965 - Telephone (53 ) 538-7541 PER!An
APPLICATION AND PERMIT -3 "aa� .
A;SE3;CA PARCEL NUMBE
:ON,"D . _
BUILDING PERMIT
ow��
L ��o� ��r fn P�
TELEPHONEgR2a73
SO. Fr. OCC. BWILDING
VALU_ZT ON
sfoA
- -
OWNERS MAILINO ADORESS
/V/��✓y/+� �fy/ or-
- --":g
CONT 'TORS NAuE - TELEPHONE
273
_
Cot -i/C�RS MAIU ADORE:S /
COI , TAUCT9ON LEN ER
`
Fireplace
LE1.0E14 s w uNC ADDRESS
Total Valuation I a a
ARC -n ECT CR ENGINEER LICENSE NO
Filing Fee
i
2
Permit Fee
S
_ 0 C
AACHIT ECT OR ENGINEERS µAq/NG ADDRESS
Plan Checkin Fee
e�lgn ADgss' �D�6t�s/^�/ `�
/ % l "K /�
Energy Plan Checking Fee b
$
PERMIT FEE $
Cl . Q ir
_
LOT NO SUBDIVISIONS NAME PARCEL MAP
PLUMBING PERMIT
Filing Fee, 2�
I
Each Trap
7.00;
AC_
Solar or heat pump water heater
2.2.001
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome Other
Water piping
t E,.00')
Each gas water heater or vent
15.001
SPECIFY
TYPE OF WORK
Gas piping system t - 5 outlets
15.00 3
Building sewer I
15.00,E —
New ❑ Addition ❑ Remodel 0 Utilities ❑ Installation ❑ Other.
L/ ��- �1. / L(� m (
Mobile Home I S I G! W I
@2).00;
Describe Work:
PERMIT FEE
ELECTRICAL PERMIT I
Fling Fee: 2
Main Service 200A OR LESS
A' �t - W' (� -y S�
SYv L D� � .� C.i� -rel S
Main rVICe 200A TO 1000A I
66.00 :
F"IL a.D� x y o o
NEW CONST. DW:_ .I1G OCCUP.
OR ADDNS. a Acc tabs
NEW CONST.
SO
3 5C� '
MULTI -OUTLET
NDNREsiO.@7.50;
SWER
AP I'S I
a S LE OVRET CIA.
i _
O A FIXTURES
EX. Occup.SAL
` so
)
L11
FIXED APP .OR I
Ex. OCCU OUTLETS R EA
I 5.00:
�`
*PEP AIT FEE PAZO v r C)
Temporary Service I
23.00;
Mobile Home Facilities I
i 20.00;
Sm
Misc. Wiring i
23.00:
SHERIFF
I
I I
O
PERMIT FEE $
Filing Fee I
MECHANICAL PERMIT
Heati
i
Cooling(
—
Hood
6.50
b I �
Ventilation
_
AA0VW RECEZ1/
PERMIT FEE $
Mobile Home Installation Fee $
Energy Inspection Fee S
w 50 Q i \
�J
OCC CONGT. TYPE TO L F
AEE $ 1�
t
" TO N PVT ZNTO COQ
FIAZ. D. FEES ( FLOOD CDF EL
i
Pt aint Nn.
This permit is hereby issued under the appl-cable pro-
of the Butte County Code and/or Resolutions to dT:
indicated above for which fees have been paid.
By Date .
PERMIT EXPIRES ON
CJ
Building Permit Number: OJ—c'262-78a
Owner Name: 96Z r�h�
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 CHECKED BELOW
Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical,
H.V.A.C. equipment and services shall be a minimum of one foot above the elevation
shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate
will also be required.
Note: We will normally accept the following as compliance with the flood elevation
requirements:
1. Building is anchored to concrete stemwall system with conventional anchor bolts.
2. Building plate on top of stemwall to be one foot or more above the 100 -year flood
elevation. (Plate height less than 24" above grade, or engineered design required).
3. Electrical, heating, ventilation, plumbing and air conditioning equipment and
facilities located above the plate.
4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total
net area of not less than 1 square inch for every square foot of enclosed area.
5. The bottom of the openings shall be no higher than 1 foot above grade.
6. The openings may be screened or covered with other devices that will permit
automatic entry and exit of floodwater.
Page 2of 2
Building Permit Number: o 3 - 2 2 7
Owner Name: Car 4h ty-
mi 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 and equipment including overhangs shall be clear of all easements.
A setback of '�O feet from the side and �O feet from the rear property lines and 20
feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of
structures and equipment except for a 2 foot overhang.
Expansive soil may be encountered on this site. This condition may require the
foundation to be designed by a California registered engineer or licensed architect.
6'X 16•
6424_ GRO55ROAD5
I
I
i
Ic YV�h'�eU
~I
I
.-------------I
PLOT PLAN 1'=2o'
PERMANENT FOUNDAT/ON FOR
EX/5T/NO MOBILE
FIRM MON=N�BWNNONA/J AM Y&
W&�
sons
OWNER: JOSEFHANO LINDA
6ARTNER
6424 CRO -55 ROA.05 MAOAL/A
CONTACT.• BRUCEBRODER/GK
- I
AF# 065. f-7"07
NOTE:
See the attached
���tllreC�9et1$S
Pages
SUM: Color I
v
;�vnL CCleh �i9t
C72�—
E:eST=LO 60 80 2nd
LOW- Amperes -
11. Type of gas service at mobilehome site: Natural[ ] PropaneV] None[ ]
12. Size of gas pipe at the mobileh6me site from the meter or
tank: 3 f q inches.
13. What is the gas pipe length from the meter or tank to the mobilehome?�(ft.).
14. What is the mobilehome gas demand? -B.T.U.*
*(This information is not required if the pipe length is less than 6 feet on natural gas or
less than 50 feet on propane).
THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO
PROCESS THIS PERMIT APPLICATION -
000
BUTTE NOUN l it
gUILDING DEPAIRrMC" + ppb
4 P P R 0 V F
'Main Beam
................................................................... . ................... ..... . Line 2
Line I
.......... ......................................
Tag or Triple
................................ ...............
Line I Piers:
Size minimum: ria ixr3'Dl.
Spacing maximum:
From -ends-maximum:l
Line. 2"Piers:
Size minimum. x [30 ].
Spacing maximum: 5 0
From ends -maximum] oil
Line.3 Roof Loads:
Size minimum
Location (from front):'
Line 5 Roof Loads:
'.Size minimum:'
Location (from front):
May 1995
5
4
e,'
Line 1 Ope4__ r4 tired,
Size minimum: ]x[30].
Each side of openings
with width over:
Line 4 Piers:
Size minimum: [. ]XI I
Spacing maximum:
From ends -maximum:
BUTTE COON I
qUILDING DEPARTKA[."
4- P P R 0 VF 8.3
Mobilehome Manufacturer:-- ...SK 111-1^1 5 Manufacture Year: /99•�
If other than single i vAde,"fuhish Setup Model Number:
Width:_A.(o -,67(#.)_Tagal.png -or Expendo (ft, ) x
_(ft.).Length:_k& .Size
On '-all eiisi.'"manufactured "after' October '7,"'*- 1973, furnish minufa6itirer's
Tiff ME
FOOTINGS:-Wo76d pfdgsiifetreatiid or foundation gradeM 'Other:
SUPPORTS: Concrete block[)(] Other:
'Main Beam
................................................................... . ................... ..... . Line 2
Line I
.......... ......................................
Tag or Triple
................................ ...............
Line I Piers:
Size minimum: ria ixr3'Dl.
Spacing maximum:
From -ends-maximum:l
Line. 2"Piers:
Size minimum. x [30 ].
Spacing maximum: 5 0
From ends -maximum] oil
Line.3 Roof Loads:
Size minimum
Location (from front):'
Line 5 Roof Loads:
'.Size minimum:'
Location (from front):
May 1995
5
4
e,'
Line 1 Ope4__ r4 tired,
Size minimum: ]x[30].
Each side of openings
with width over:
Line 4 Piers:
Size minimum: [. ]XI I
Spacing maximum:
From ends -maximum:
BUTTE COON I
qUILDING DEPARTKA[."
4- P P R 0 VF 8.3
Mobilehome Manufacturer:-- ...SK 111-1^1 5 Manufacture Year: /99•�
If other than single i vAde,"fuhish Setup Model Number:
Width:_A.(o -,67(#.)_Tagal.png -or Expendo (ft, ) x
_(ft.).Length:_k& .Size
On '-all eiisi.'"manufactured "after' October '7,"'*- 1973, furnish minufa6itirer's
installation manual and structural setup sheets
FOOTINGS:-Wo76d pfdgsiifetreatiid or foundation gradeM 'Other:
SUPPORTS: Concrete block[)(] Other:
Provide Tie Down Specifications for.'afl Mobflehomes: (5'1- ysrcm
Pier Footings Sizes and Location.,..:,-:
'SINGLE-WEDR.
Line
Line 2
Lin
.. . ................................
..................... .........................
Main Beams
Line 1
......................................................... .......................................
62
Line 3
Line 2
.................................................. ...................... ... ... ............
'Main Beam
................................................................... . ................... ..... . Line 2
Line I
.......... ......................................
Tag or Triple
................................ ...............
Line I Piers:
Size minimum: ria ixr3'Dl.
Spacing maximum:
From -ends-maximum:l
Line. 2"Piers:
Size minimum. x [30 ].
Spacing maximum: 5 0
From ends -maximum] oil
Line.3 Roof Loads:
Size minimum
Location (from front):'
Line 5 Roof Loads:
'.Size minimum:'
Location (from front):
May 1995
5
4
e,'
Line 1 Ope4__ r4 tired,
Size minimum: ]x[30].
Each side of openings
with width over:
Line 4 Piers:
Size minimum: [. ]XI I
Spacing maximum:
From ends -maximum:
BUTTE COON I
qUILDING DEPARTKA[."
4- P P R 0 VF 8.3
i
Ito' -O 2[��0 24'-0" 28=0 32:d
�3� 2 Val
0
i
N
CENTERLINE SUPPORT REQUIREMENTS
THIS SHEET TO BE INSERTED WITH SUPPLEMENT
TO FIELD INSTALLATION MANUAL FOR 4odkROOF
SNOW LOAD
I I I
I / I
I I
REVIEWED BY ENGINEERING DEPT.
ISSUED BY FOLLOW UP SERVICES DEPT.
OCT 17 1994
UNDERWRITERS "-
LABORATORIES, INC.
I I
C)CL I
L)
U.1
P!� �5�go.4 22tczrk " -
�I
N'
FILE MH 9321
VOL 1
SEC. 4
ILL. 51 PG. O -A03
0
SERIES DESCRIPTION NO. %ingLSAmffk&h me.
QO.{kROOF SSOZ
LIVE LOAD Co�ILo' 2FK ZB GTg
DWO. BY �,� Ip.�3.a� CHECKED SHT. OF
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.
3
4
5&5a
6
7,7A,7B&7C
8&9
WIND ZONE I - SINGLE SECTION
WIND ZONE II
- SINGLE V DRIVE
- METAL PIER
- DOUBLE SECTION
- TRIPLE SECTION
- SINGLE SECTION
- DOUBLE SECTION
- TRIPLE SECTION
SOIL CLASSIFICATION
10
11
12
13
14
15
16
17
W
COMPONENT PARTS AVAILABLE UPON REQUEST
Foundation System
I
M C-
g j L - �►
kRiJ
P V
Release Date 8/13/2001
Engineer Approval
TUCK
�.� N
�=xP311 016 20
elf 0F_La�1EcF /
•�tiAlC"/�K:�VN1855I
APPROVED'
SUBJECT TO CORRECTIONS NOTED
APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY
OMISSIONS OR DEVIATION FROM REQUIREMENTS OF
APPLICABLE STATE LAWS AND REGULAT o,; S
State of California
Department of Housing and Community Development
DMS C AND STANDARDS
Bye -/o -O /
(sign u.)
SPA NO. - 9 7
For Further Information
TIE DOWN ENGINEERING
5901 Wheaton Drive
Atlanta, GA 30336
404-344-0000
FAX 404-349-0401
www.tiedown.com
IN
Tie Down Engineering, Inc.
VECTOR DYNAMICS INSTALLATION INSTRUCTIONS
Introdluction
These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional
installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation
Video.
The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II &
III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec-
tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & II), are available through local distributors of Vector Dynamics or directly from
Tie Down Engineering.
General
The Vector Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal
Manufactured Home Construction and Safety Standards in Wind Zones I & II when the system is used as described in these instructions. See manufac-
tures Home Installation Manual for other pier & anchoring nuirements. 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 fL including eaves must use two additional vertical ties/
anchors/stabilizer plates (one per side) as listed in the charts on page 15.
• Maximum double section home width including eaves 32 ft., maximum 12" eaves per side
• Maximum triple section home width including eaves 48 ft, maximum 12" eaves per side
The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic
pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector system shall be located and constructed in accordance with
the home installation instructions and/or state standards.
To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections or on homes requiring pier heights greater than
56 inches which are not included in these instructions, contact Tie Down Engineering; Inc. at 800-241-1806.
The Vector Dynamics Foundation Systems may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). See
page 3. Note that a ground anchor is used at each Vector system location in Wind Zones II & III. The use of interlocked double stacks of concrete blocks
may be required by the home manufacturer or the state. Check with the most recent regulations in California.
The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes. Exposure "D" homes are homes located within 1500
feet of the coastline.
Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations include shear walls; mar-
riage line ridge beam support posts, end frame ties and rim plates. The term end frame ties refers to the longitudinal ties that are attached to a home to
resist wind load on the end walls. If longitudinal ties are required by the home installation instructions or other state standards, these longitudinal ties must
be installed and connected to anchors that are independent of other ties and anchors. See separate instructions for the use of Vector Dynamics with Tie
Down's Longitudinal Stabilization Device. The term rim plates refers to the factory brackets fastened onto the. perimeter joist or specified as a location for
vertical ties.
�
Page 2 Califomia 8/2001
56 i
ma
Figure 1
Maximum Pier Height (Wind Zones I & II only)
The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches
under one or both main _rail(s). Note that a ground anchor must be used at each side of a Vector system location
in Wind Zone II, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers
must be constructed in accordance with the manufacturer's installation instructions and/or state requirements..
The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check
with the most recent regulations in your state.
56 ii
mai
Unequal Pier Heights ( Wind Zones I & II only r►yu►v c
o in.
iax.
Vector Dynamics may be used on homes with unequal pier heights of 56" or less under one or both main rails.
The difference between the taller pier and the shorter pier cannot exceed 26". Note that a ground anchor must be
used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location
exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber
compression members are permitted on unequal pier heights using the Vector system. Piers must be constructed
in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked
double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent
regulations in your state. c
Page 3 California � 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 - 4x4 per Vector system) for the center compression section, when using con-
crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL
PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC
pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber
as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281
must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter
bracket is used on top of the pipe and under the Inside Tie Bracket. In certain regions the optional Moisture
Termite Shield may be required between the lumber and ground.
ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED.
Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths
are the same, the pre-cut boards will also be the same length in each Vector set-up.
STRAP TENSION
All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight-
ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined
as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight-
ening of the straps is not required, straps should be.checked after any strong wind conditions, just as conven-
tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation
system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con-
nectors with welds.
c
Page 4 California 8/2001
Set -Up Instructions for the
Vector Dynamics Foundation System
#59007 (Kit #59007 is interchangeable with Kit #59018)
2. SET BLOCKS (OR PIERS) ON
VECTOR FOUNDATION PADS
Center the foundation blocks over
the Vector pads. Place the pre-cut
4x4, 2x4's (side by side), Schedule
40 PVC (w/PVC adapter plate, part
#59281) or 1 adjustable TDE steel
compression member, (part
#59043) tightly between the blocks,
with ends resting on the Vector
pads, and centered on each
U -bolt.
3. OUTSIDE TENSION BRACKETS
Attach an Outside Tension Bracket
to the U -bolts on the outside of the
foundation blocks and Vector pads.
Place one of the short 6"- 2x4's
between the bracket and Vector
pad. Adjust the short 2x4 so that it
pushes against the foundation
blocks, removing any space
between the piers and center
compression section. Tighten the
3/8" bolts.
2 square foot
pad placement
or (1) 3 square
foot pad
rS AND
Brackets to the
re -cut boards or
,,..�....... �.:ap 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.
5. SET ANCHORS
Refer to section home drawings for anchor installation information. Stabilizer plates are required for
diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is
tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 3
only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement.
Page 5 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 '8/2001
Vector Dynamics
Metal Pier 11
For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers; centered in the U -bolts, so that the
board(s) overhangs the Vector pads on each side by about 2'. Outside Tension brackets attach the same. Inside 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. With the V -Drive anchor, the short 2x4 boards used with the outside tension
brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the
Vector pier set to 5 inches from the side wall of the home.
Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through
the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive hd,.Attach a strap
with hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten incthe anchor
head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight.
Page 6 California 8/2001
Vector Dynamics
_
ector_
Foundation Systems r
Component Parts List
Vector System 2000
Kit # 59018
Single piece pads with straps
and slotted bolts
Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732
---------------------------------------------------------------------------------------------------------------
Part #'s included: 59275, 59282, 59276, 830442 & 10999
Vector System
Kit # 59007
ee oI'D mal o/�
Concrete Vector System
Kit # 59008
(for single stack blocks)
Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232
0�
Concrete Vector System
bi Kit # 59006
(for double stack blocks)
Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279
Page 7
4°
California 8/2001
Ved for Dynamics
Foundation Systems Component Parts List
Vector 2000 3 Sq. Ft. Pad
Part # 59271
1 required with 59026 Longitudinal System
2 required with 59024 Lateral System
Part #'s included: 59281, 59288,10925, 59232 & 83044z
Vector Lateral Hardware Kit
Kit # 59024
(for use with 59271)
O O
V -Drive Anchor Kit
Kit # 59287 (for use with Kit#59007 o-ily)
® e
®o o ®o c
Part #'s included: 59269, 59113, 59282 & 10999
Adjustable Steel
Compression Strut
ter.-.
P/N 59043 -=
Or
these products available
at your local hardware store
le
es, X4�v�
ea. a
a o<
I 2 ea'2 X QO QVG Q�pe
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.requiremerts of
ASTM D17851). Color can' be gray or white. Outside
diameter is 4 inches.
B. Ground Contact Rated Wood: No. 2 yellow pine or
equivalent, pressure treated to AWPACI-1990 mini-
mum, stamped "Ground Contact Rated" on wood or on.
label attached to the wood when purchased.
Page 7A Califomia 8/2001
Vector Dynaml CS Individual Component Parts Detail
Vector Dynamics Single Block Pad .
Part # 59275 1 Sq. Ft. 12 gauge, used in pairs
16-3/16" X 9" x 2-9/16"
Vector Dynamics 2000 Single Block Pad
Part # 59310 2 Sq. Ft. 12 gauge
18.719" x 15.625" x 3"
Vector Dynamics Single Stack Concrete Pad
Part # 59277 12 gauge
17-1/4" x 11" x 5-5/16"
Vector Dynamics Double Stack Concrete Pad
Part # 59273 12 gauge
18.75"x 18.625"x 5.188"
Vector 2000 3 Sq. Ft. Pad
Part # 59271 -12 gauge
22.5" x 19.418" x 3"
® Vector Dynamics Tension Link
0 0 Part # 59282
6.25" x 2.52" x 3"
Vector 2000 Tension Link
p Part # 59288.
2.125" x 2.375" x 2.06"
cY`
• �,�;:.Slotted Bolt
,�'1 Part # 59135
3" x 5/8"
Long. U -Bolt w/Nuts & Washers
Part # 83044Z
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" 3/8" x 3" (16 Threads Per Inch)
Page
o
-
Vector Dynamics Single Block Pad .
Part # 59275 1 Sq. Ft. 12 gauge, used in pairs
16-3/16" X 9" x 2-9/16"
Vector Dynamics 2000 Single Block Pad
Part # 59310 2 Sq. Ft. 12 gauge
18.719" x 15.625" x 3"
Vector Dynamics Single Stack Concrete Pad
Part # 59277 12 gauge
17-1/4" x 11" x 5-5/16"
Vector Dynamics Double Stack Concrete Pad
Part # 59273 12 gauge
18.75"x 18.625"x 5.188"
Vector 2000 3 Sq. Ft. Pad
Part # 59271 -12 gauge
22.5" x 19.418" x 3"
® Vector Dynamics Tension Link
0 0 Part # 59282
6.25" x 2.52" x 3"
Vector 2000 Tension Link
p Part # 59288.
2.125" x 2.375" x 2.06"
cY`
• �,�;:.Slotted Bolt
,�'1 Part # 59135
3" x 5/8"
Long. U -Bolt w/Nuts & Washers
Part # 83044Z
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" 3/8" x 3" (16 Threads Per Inch)
Page
Protecto-Strap Carriage Bolt w/Nut & Washer
Part#59276 p Part # 10925
6.3" x 3.3" x 7/8" ® 1/2" X 2-1/2"
Strap Protectors a
ae Protecto-Strap
Part # 59232 Part # 59279
6.30x3.9"x7/8"
• z
a °
PVC Adaptor
Part # 59281 ® Carriage Bolt w/Nut & Washer
7.25" x 4/56" x 1.42" Part # 10624
3/8"16 x 4.5"
Tie Down Marked &
Certified G60 Galvanized Strapping
Model Part # Length
MS35 59150 35'
MS37 59155 37'
Tie Down Marked & MS42 59160' 42'
:.
Cert-died G120 MS60 59165 60'
;:�.• .
Strap w/Swivel Connector MS600 59170 600'
RL Part # Length
59732 12'
59734 14'
c>, 59136 16' Frame Tie w/Hook
8 ft. P/N 59195 .
loft. P/N 59210
Earth Anchors 12 ft. P/N 59211
° Longer Lengths Available
30" x 3/4" with 2-4" helix
Black Paint: Part #59095
Galvanized: Part #59079
Earth Anchor Stabilizer
V Drive Head ` ^ ' 12" wide
Part #59269 Black Paint: Part #59292
Galvanized: Part #59294
o " P Drive Rods
e ® Part #59113
e
t
raye I%, �.aurornia
012001
Vector Dynamics System
for ' Concrete Applications ,
Instructions for Vector Kit #59008 (for single stack blocks)
or Vector Kit #59006 (for single or double stack blocks)
Page 1 of 2
These instructions are an addendum to the standard Vector Dynamics instructions.. Read
and follow all applicable instructions and guidelines in the Vector instructions and home
installation manual. The Vector system for concrete pads applies to concrete footers,
runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part
#59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers
must be below the frost line or a minimum of 4" below finished grade whichever is
greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to
accommodate an anchor bolt to its' full load resistance.
1. Determine location of pier sets where the Vector systems will be located.
2. Place one Vector concrete pad (gals. metal) on the concrete where the pier will be
located, centered under the I-beam of the home. Place the upturned edge towards the
center of the home and directed to the opposite Vector pier. Do the same for the opposite
Vector pier.
3. Measure the distance between the two Vector system pads at the base where the Vector
pad meets the concrete. Cut two ground treated 2x4's this length and place between the
piers as shown.
4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown.
5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The
upturned edge end of the Vector pads should be up against the inside of the pier blocks.
6. Build vector piers but do not wedge at this time.
7. Using a concrete drill bit, drill two 3/8" diameter holes on each side into the concrete
using the holes in the Vector pad as a guide. Drill the holes 3 inches deep.
8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up
the holes in the bracket, Vector pad and concrete pad.
Illustration One
A61
Vector pad�q,, r,y
for
:w'c.(a:'^:o:.•itt't:.�'IS'J.2:Xva\X?L:.ri.3Y.ti''..:.::_'::...7w.♦:.L..::::.:.e. �.,.r:.:.:::..C:.:.:.'vwY..:a. wiib:.Caur.'V[\- :.s.i
concrete
Concrete
footer Page 8
Wood Cap
and wedge
Outside
Tension
Bracket
Wed e
B �o
California /2001
Vector Dynamics System.
for Concrete Applications.
Instructions for Vector Kit #59008 (for single stack blocks)
or Vector Kit #59006 (for single or double stack blocks)
Page 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 tie bracket, with sufficient length to go
over the opposite pier and down to the outside tension bracket, plus 12 inches. for
.wrapping the slotted bolt. Repeat for the opposite side..
14. Tighten inside u -bolts at this time.
15. Use the outside tension brackets to remove any space between the outside tension
brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets
with a hammer.
16. Wedge the pier set at this time.
17. Using a 9/1.6" socket wrench, tighten all of the wedge/anchor bolts, securing the outside
tension bracket and Vector pad to the concrete.
18. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with
end of strap aligned with outside edge of bolt. Tum slotted bolt until straps are tight using
at least five turns on the slotted bolts.
Illustration Two
Inside
Tie Bracket
Compression
boards
U -bolt page 9
Vector pad
for
concrete
Concrete
footer
California 2001
0
v
0
3
N
WIND ZONE. I
(not to scale) .
00
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
_c - - - -- =�\
0 to 72'
WIND ZONE I
"- I
73 to 90
Vector
Dynamics Systems Required
for
Single Section Homes
(Materials Required) _
ome
teVI sy toua1
o<
'
g1e°�e n
n9 Staatto
homa
n\gesXampsoN ube
astfpacing
and
'
pads
\
'+
V
WQ
LV
WIND ZONE. I
(not to scale) .
00
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 tkctor Kit, 2 slotted bolts
V 2 ea. 1-1/4 In. ties, length will vary with pier height.
(4725 Ib. min. break),
V 1 ea. 4.x 4 pressure treated wood
compression member
V or 2 ea. 2 x 4 pressure treated wood
compression member
¥ or les. 3-1/2" or 4 nominal SCH 40 PVC
pipe compression member
V or 1 TDE adjustable steel strut
WIND ZONE I
Vector Dynamics Systems Required\
J
Single Section Homes - - 1,
Difficult Soil Conditions
,g SgotieG o sysm a19�1de11nes-
" { a Z fa sPa meof S a11at1pn _ ' I
I
1 1n ' I
EXamPsh \oNs 9�Us� be to ho '
Illgratna sPacln9
1 lion
pads
a
da I
� ♦\ I Fpun �
1\ � tltltl
1 I ♦ \ " " � � btu . �{ ..,�: •
1 c+•.n 'I('- P'
CD
♦ v�
N
O
iqffip
R'IiPFesP.e133�'� \.•:
17
n�
O
Fw-
V -Drive anchors
are used only in
WIND ZONE I
(not to scale)
sq. ft. pad /.
Home Length
9
NOTE: Vector Systems should be spaced as evenly as
Anchors Required
Is practicable along the length of the home. Pier spacing
must be consistent tlrRh home manutachrers' itstalation .
Per Side "
Instructions and/orstate reo n eats.
0 to 72'
Maximum allowable working drag load
3
for the Vector System with the steel
compression strut Is 3,150 pounds per
Soil Classifications:
2, 3, the K2 Engineering test report.
Soil Bearing Capacity:
1,000 PSF minimum
Anchors Required':
"V"' Drive Anchor, Part Number 59269 '
4
1-1/4" frame ties w/4725 lbs. min. breaking strength.
When using "V" Drive Anchors
Home Length
9
Vector Systems
Y
Anchors Required
Each vector Foundation System requ/rea
One Vector Kit, 2 'V" Drive Anchors, 4 slotted bolts .
Required
Per Side "
• 2 ea. 1-1/4 In. tie, length will vary with pier height
(4725 Ib. min. break),
• 1 ea. 4 x 4 pressure treated wood compression member
0 to 72'
3
3
• or 2 ea. 2 x 4 pressure treated wood
compression member
73' to 90'
4
4
• or 1 ea. 3.1/2" or 4' nominal SCH 40 PVC pipe compression
member (center compression member only)
• or 1 TDE adjustable steel strut
• "V" Drive Anchor, Part Number 59269 •2 ea. 20 pressure treated wood for
'V" Drive Anchor connection.
Note: PVC pipe cannot be substituted for wood on the
'V" Drive Anchor connections.
ni=
DOWN
Metal Pier Sets
ZONE
Vector Dynamics .Systems Required
for Single Section Homes Up to 72
Materials Re uired - ome neS
q _� tion h stems• uideli
`e I jac,or sYman�al 9
rf a 7 2 �a sP gi me�,staliavlon
pie 01
go' be to ho _
11WgtaV%o spacing m ,
a
Fo0n
dation Pads'
vats. P.. s.r
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
1 sq. n. paa F ' Anchor and stabilizer plate combination
NOTE: Vector Systems should be
spaced as evenly as is practicable
along the length of the home.
TIE
DOWN
r ucrnn ernr.
1 `
WIND ZONE I - - V O,,,e ide;,nes
Vector Dynamics Systems Required _ _ - Me
Sed% Sy mans,, gufor Double Section Homes - - _ of a e�adpac fvome rr taiiation -' -
(Materials Requiredl - - - EXampshoWs gev3sk be to h
iiiads and SPactng m - _ - ' ' - ' - - _ L ` ` ; ♦ ♦ ♦ ` ` \ ; \
♦ F 0100
_ I \
No-
I
-
N
CD
max. O.G.
_ <<
Maximum allowable working drag load
for the Vector System with the steel I _
compression strut is 3,150 pounds per, - - NOTE: Vector Systems should be spaced as evenly as
the K2 Engineering test report. 3 is practicable along the length of the home. Pler spacing
must be consistent with home manufacturers' Installation
Instructions andfor state requirenrerlts.
�2 sq. ft. pad . .
Soil Classifications: 2, 3, 4A, & 4B
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required: None (marriage wall anchors may be required by home manufacturer)
Home Length
Vector Systems
Required
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 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 TSE adjustable steel strut
11
N
O
3
0)
Co
N
O
O
WIND ZONE 1
Vector Dynamics Systems Rel
for Multi Section Homes
(Materials Required)
Soil Classifications: 2, 3, 4A, & 48
Soil Bearing Capacity: 1,000 PSF minimum
WIND ZONE 1
,
4r P
a aG;.
I
ME flui
NOTE: Shear wall, ridge beam support posts &
marriage wall straps & anchors may be required by
the home manufacturer.
Vector systems should be spaced as evenly as Is
practicable along the length of the home. A two foot
variance + or - Is allowable at each system.Pler
spacing must be consistent with the home Installation
manual.
\2 sq. ft. pa/
Maximum allowable working drag load
for the Vector System with the steel
compression strut Is 3,150 pounds per
the K2 Engineering test report.
Materials: Each Vector foundation system requires
One Vector Kit
2 ea. 1-1/4 In. ties (4725 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
om resslon member or 1 TDE adjustable
c
steePstrut
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
,
4r P
a aG;.
I
ME flui
NOTE: Shear wall, ridge beam support posts &
marriage wall straps & anchors may be required by
the home manufacturer.
Vector systems should be spaced as evenly as Is
practicable along the length of the home. A two foot
variance + or - Is allowable at each system.Pler
spacing must be consistent with the home Installation
manual.
\2 sq. ft. pa/
Maximum allowable working drag load
for the Vector System with the steel
compression strut Is 3,150 pounds per
the K2 Engineering test report.
Materials: Each Vector foundation system requires
One Vector Kit
2 ea. 1-1/4 In. ties (4725 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
om resslon member or 1 TDE adjustable
c
steePstrut
v
co
CD
CA
WIND ZONE Il
(not to scale)
t,
0
�2 sq. ft. -pad
Home Length
Vector Systems
Required
i
Eaves 6"
or less
Eaves over 6"
less than or
equal to 12"
0 to 48'
WIND ZONE II (Hurricane]
4
1 ,
Vector Dynamics Systems Required
5
5
for Single Section Homes "'
%,Om ems
6
(Materials Requlr�d} - ""
a je�itO manual 9u
ideiines•
A^
_
°1s
It sl jot
r a h°me insta a
t
pSpa
mP�e 98"
- - Exa snow ust
'
1 1
111uasf atnd spacing
m -
♦ ` '\
93
;
♦
----
Y
` , '
*NOTE: For single section homes
♦�'-
with eaves that exceed 6 Inches
`
In Zone 2, two additional frame
r
" ' a
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, & 4B
the K2 Engineering test report.
Soil Bearing Capacity:
1,000 PSF minimum
Anchors Required':
30" with 4" helix anchor (59095),
1-1/4" vertical ties w/4725 lbs. min.
breaking strength.
WIND ZONE Il
(not to scale)
t,
0
�2 sq. ft. -pad
Home Length
Vector Systems
Required
Anchors Required
Per q Ida '
Eaves 6"
or less
Eaves over 6"
less than or
equal to 12"
0 to 48'
4
4
5
49' to 60"
5
5
6
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 , r
• or 1 TOE adjustable steel Strut.
WIND ZONE II
Vector Dynamics Systems Required - ' �t�on hg stems. 9lldevme&•
for Double Section Homes _ _ _ - - -ft do& 9 E�f qeG mama -
(Materials Re uired) { a 72 at spec e,asta
NOTE:
Vector Systems should be spaced as evenly as Is prat
the length of the home. Pierspacing must be consish
manufacturers' Instructions andlor state requirementf
,:.
S 10
and Spool -
datlon Pads
>..'
n WIND ZONE II
(not to scale)
O
N�
�2 sq. ft.
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.
Homo Length
Vector Systems
Re uired
m
Maximum allowable working drag load
—•
for the Vector System with the steel
49' to 60"
compression strut Is 3,150 pounds per
5
the K2 Engineering test report.
NOTE:
Vector Systems should be spaced as evenly as Is prat
the length of the home. Pierspacing must be consish
manufacturers' Instructions andlor state requirementf
,:.
S 10
and Spool -
datlon Pads
>..'
n WIND ZONE II
(not to scale)
O
N�
�2 sq. ft.
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.
Homo Length
Vector Systems
Re uired
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'
1 8
1 8
Each Vector Foundation System requires
• one Vector Kit, 2 slotted bolts
• 2 ea. 1-1/4 In. ties, length will vary with pier
height (4725 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
Maximum allowable working drag load
for the Vector System with the steel
CD compression strut is 3,150 pounds per
--L
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.
Ci
N
�.0
!v�
2 sq. t. pad
Le
t7o
N
C
Soil Classilications: 2, 3, 4A, &4B
Anil Raarinn Canaclty: 1.000 PSF minimum
chors Required
Home Length
Vector Systems Required
p r Side
Homes up to 48'
ZONE 2
4
Homesover 49'
5 Vector Foundation Systems
VectorWIND
Required
zek%
3 Section Homes
to
6
up to 72'
• •
r ds
Homes over 73'
7 Vector Foundation Systems
7
up to 84'
Homes over 85'
8 Vector Foundation Systems
8
up to 90'
. '
WC
�1� �E�. �-\�. - pit ���•
�:i
�,.
_
_—
a.
kl 7�1"l
an �a
Maximum allowable working drag load
for the Vector System with the steel
CD compression strut is 3,150 pounds per
--L
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.
Ci
N
�.0
!v�
2 sq. t. pad
Le
t7o
N
C
Soil Classilications: 2, 3, 4A, &4B
Anil Raarinn Canaclty: 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
compression member or 1 TDE adjustable
steel strut
chors Required
Home Length
Vector Systems Required
p r Side
Homes up to 48'
4 Vector Foundation Systems
4
Homesover 49'
5 Vector Foundation Systems
5
up to 60'
Homes over 61'
6 Vector Foundation Systems
6
up to 72'
Homes over 73'
7 Vector Foundation Systems
7
up to 84'
Homes over 85'
8 Vector Foundation Systems
8
up to 90'
. '
Materials:
'Anchors Required: 3/4" x 30" anchor (59095),
with vertical straps
Each Vector foundation system requires
One Vector Kit
2 ea. 1-1/4 in. ties (4725 Ib. min. break)
1 ea. 4 x 4 wood compression member
or 2 ea. 2 x 4 wood compression member
or 3-1/2" or 4" nominal SCH40 Pipe
compression member or 1 TDE adjustable
steel strut
VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS
This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified
as Class 4A 413, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class
5 conditions (above 50 in. lbs.), contact Tie Down Engineering.
SOIL CLASSIFICATIONS
Soil Class
Types of Soils
Blow Count (ASTM
Soil Test Probe (1)
D1586)
Torque Value (2)
1
Sound hard. rock...:..
NA
NA
Very dense and/or
40 -up
More than 550 in. lbs.
cemented sands, coarse
2
gravel and cobbles,
preloaded silts, clays,
and corals
Medium -dense coarse
24-39
350-549 in. lbs.
3
sands, sandy gravels, very
stiff silts and clays
4A
Loose to medium dense
14-23
275-349 in. lbs
sands, firm to stiff clays
4B
and silts, alluvian fill
175-275 in. lbs
Peat, organic silts,
0-14
175 in. lbs
5
inundated silts, loose fine
and lower
sand, alluvium, loess,
varied clays, fill, fly ash.
(1) The purpose of the soil test probe is to gage the strength of the soil below the surface
and near the anchor's helical plate. The strength of the soil is estimated in terms of its'
resistance to penetration (flow) under load by means of the torque probe and is measured in
inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.;
the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in., The shaft
must be of suitable length for anchor depth.
(2) A measure synonymous with moment of a force when distributed around the shaft of the test
probe.
Information about geographical areas of termite infestations which might require the optional termite
and moisture shield when a wood compression member is used. may be obtained from the local
building official or may be found in the 1995 edition of the One and Two Family Dwelling Code.
Page 18
California N001
b3IJ13 / /b164
ENVIRMENTALHOUSIMG,
UtrAtf1MtN1 Ut NCMLI(NG AMU C UMMUFMY L*VtC(.WMEM . .
OkM- Of Cod s ala SlondOOy
APPLICAnok FOR.
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WHER44PILDFR DECLARATION
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koro Coat: �feaan (Sec. M31-51FoeuaneIg afd
1r eb mI0- 0 or
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a3Mp- mot latch PIN - fo as C't1at11n wA RlOs flea,
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do nle cwt OM the 1911cRAe is not Intended o1 OHerea
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:aclarl b coreplct Rse plated fSec. IDM Aches and IloteMkW&Cooe:
afNIOCIM Ueenw 10w door not appy, to an oweio of woom"y wha
b a nWIN " t Rleteen. I1rld III conkw% 101 such projech v eh o
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'WM' COM►ENSATION DECLARATION
weayaRhn utdw pertdly of OmMlty one Of the folkmo p tleetvoNau: '
t nOFe Ocie VA "Whiah o certilcole of awwnf to mot* ww Fw Wonwm,
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N GI: FNLURE TO SECUK wOMCERS' COMENSAIION C--SWw;w p.....
MIM AND SMALL SUBJECT AN WtOVIR TO CRIMINIAL PQIALTIeS AND
"U UP TO ONE NUMRED 1HOUSA100 DOLLARS (6100rAM, M
1110100 TME COST OF COf WINSA1 M, DAMAM AS reOVWW FOR IN
ION 3706 OF THE LABOR CODE. WMES1. AND ATTOANEv'S I*$.
)MMUCTION MHOING AGENCY.
ta9ay ONFm oder 0910011v of DM*" IhOt there b o Coninucfbn Ierldnp
tcv b the perfo■norwe of the York for t%*Wh **pow 11 b sand
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W ty mot 1 "Ove read "OppRCO"n Orly 0019 fool Into obbve' .
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V Speciw ►upe,e cw.vrs jo, Coac
Docal of ucwao No. �h,
Serial Mummer(!)
MarmAnic/ua Name/ Q
PAGE 02
0 km*fb Intlpeefl>bn
COL NO. --
FEE
DATE
AA No.
n10__
of e7 _- -.
MdW*WMUD Lobel Nunbel)i) ME
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SECTION 2 . OWNER/ APPtICANt 1NFORMAfF0N
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Appeoo» � A ".1
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Wc'wW j - C0"MACTCif, ARC UR ENGINEER INFORMATION
Confvoctw•1 Nwlle�/ �--
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MCMecI/Fnpinoer Nene .
Aowess
SEC►fON e - DESCRIPTION OF WORR/ACRVITV AND VAiMATION
Oekctfbe the DIOpoeed "I'MOOCIMIy In 08W. AM=h oddibtl0 DOwsR meCeyf ry. WhWe ilrUclV d 01ego lIOM
a aadRlons are paPoked. cwltpble pfOgi: tOOgICOIbIIs. dBt(lyll. ono G01h'lolbra tee tptrked ro be-onacn•d..
to the form. he Rle make and model of any Oppepnae 10 be kalMed and w9vide camdete elec tical
COIClAatfOm fa anv e19Cmka allanotnm or addeom.
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Ind[Ote fha tete-Cost Of "tet Waft to be
SECTION S • SIG14AYURE AND CERTIRCATION
1/V/e "Oletri make 410MC0110n to the services Ossignalrd Obove. It ap *ft for mplacemtrnl of O lent hngrio
Of ksbM fa the unit deterbed in Rem naymber I OWve. I/wre cert9y 9+01'thete hale Was no an_ nt0aan,
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Ono refFlMitW^1 tN IM Def10IMI1M11. (Whore Merntiwn w rmncift berm i m bean mode. On M>pectlul mMl
be obtaMed.l
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OIPABHLEMF LIR GAIL
l't /Vt�vtDU CONanONS bee revere Ilde) 0 DISAPPRO�ID
Oeporwan, aeaee�niow.e
MCD 41$. Sk/e I IRev 05/991
PINK .'OWNFJt/APiLICANI . .
3
** Ze • 300d lti101 ** b* 7S
0B/12J20a3 09: a9 5398?752b4
Date S- 11— a 3
ENV I RME NTALHCXJS I MG ,
G(1e s 6 r
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&nLAQ C06' -""t,
PAGE 02
T Cone n: L_
I,2a permission to JC SP A ` LA01-f[�
C!J'`��
to install a mane foundation on a Manufactured borne located at t'o5S!"6a
Assessor's Parcel No.
** 20'30dd Od101 **
08/11/20x3 99;49 5306775164
Date S- 11-03
ENVIRMENTALHOUSIMG.
Le
PAGE 02
T Conce n:
I, a permission t4
—titF�J�n�r .
to install a mane foundation on a Manufactured borne located at
Assessor's Parcel No. L^� �-- -_ ,�% map't h gel
Jun 19 03 07:34a
OWNER
IZE
-INSPEf'"ON REPORT
LOCATION:
CONTRACTOR
p.5
DATE: C] e' o f
A.P. #- D a7
ZONING: --T-110
pRE-INSPETION FOR �� <
61
DATE TO INSPECTOR �10 p g� HISTORY:( ) NONE
WAS FOLLOWS: =
BUII.DMG jNSpZcroR'S REPORT
Building Doelt oW
gesidential # afunits:_�l
Cw mtly Occupied_
Abandoned/Ywmt
Electric:
Yes
Condition of Ela
Gu:
Natural.k
Obvious Problems:
Sanitstlon:
Plumbing
Well War
Obvious!
C
currently On—
Off
Nonc
Cturmtly Oa ✓ Off_,_
Potable Water kf
ACTION RECOMMENDED: MUE: HOLD FOR
Date r �?' (,D 3
Isrtectar:
Sketch buildings ' din s on reverse and indicate location on proper
Rug 08 03 07:05a
6424 GRO55ROAD5
• �-- � --200:..------�. _ i
I of
6'X 16'/
16'X25'\
8'X 16''
PLOT PLAN 1°=10'
PERMANENT FOUNDATION FOR
EX15T1N6 MOB/LE
�
w wMNG M90 FBunnwc .vawvu fpm , �,,8:•_Co.�:
BG Perld(9: lBrQempinp•
O � O1hBf
W
N
,OWNER: J05EFNANDL/NDA
GARTNER
6424 GRO55 ROA05 MAGAL/A
CONTACT-• BRUCE BRODER/GK
i 873-5054 i
fAP# 045-120-007
i
p.3
KEITH RAMSEYER AP 65-12-7
w/s,Trails End Rd, app tl�ml 0
5t"ffer Rd., Magalia
Permit# 2779-74P,E
(relocate ex. service)
1.
065-120-007 PERMIT#95-31 25 4
T,
GARTNER, Joseph & Linda
6424 Crossroads,
Magalia
M11i Ex Site
r.
Ap
Cont: Skycrest BldI.
i.
9
;gq, ;�q
065-120-007 03-2278 "i'MA".
IN
GARTNER, JOSEPH
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0424 CROSSROADS, MAGALIA
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04,Z4 CROSSROADS, A4AGALIA
Cont: BRODERICK, BRUCE
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KEITH RAMSEYER
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Permit# 2779-74P,E
(relocate ex. service)
065-120-007 PERMIT#95-3125
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065-120-007 03-2279
GARTNER, JOSEPH
6424 CROSSROADS, MAGALIA
Cont: BRODERICK, BRUCE
OPEN DECK
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F
. RESI�ENTld4L
065-120-007 ; 03-2279
GARTNER JOSEPH
PERMIT NO.
-6424 -_
6424 CROSSROADS, MAGALIA
Cont: BRODERICK, BRUCE
OPEN DECK' ..
SPECIAL CONDITIONS
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
JOB FINALED (Date)
Signature
CHECKED
B"
J=OK
0 = Not OK
. = Not NotApplicaReady ble MOBILE HOMES
Date MOBILE HOME UTILITIES (Plans) OK except #'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
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 P6CJW, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
i Requirements -Setbacks -Easements
otings; Soils -Size -Depth -Spacing -Connectors -Steel
W. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts-Beams-Rftrs-Connectors
7.
Well Clearance & Disconnect
8.
Utility Clearance
6.
Carports; Windows -Doors
7.
Electric
Date
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
Card B-1 Date Card B-1
Date
Siding; Nailing -Veneer -Stucco -Mesh
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Size -Spacing -Marriage Line
3.
Gas; MH Test -Demand -Valve -Connector
Date
4. Electricity; MH Test -Crossovers -Breakers -Clearances
�00Card Date Card B-1
5.
Drain; MH Test -Fall -Flex Connector
Card -1 Date Card B-1
6.
Water; MH Test -Regulator -Connector
7.
Water and Sewer Connected -C/O to Grade -HD Approval
8.
Gasand Electricity Tagged
9.
Tie Downs -Type -Installation Cert.
10.
Exits; Insp.-Sketch
11.
Cert. of Occupancy
6.
Elec.; Enclosures; Conduit Entries -Terminals -Listed
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
Date
8.
Card B-1 Date Card B-1
Date
9.
Card B-1 Date Card B-1
Date
PERMANENT END SYSTEM (ONLY)
Plumb.; Cir. Test -Water Supply Test
1.
Zoning Requirements -Setbacks -Easements
Light Niche
2.
Footings; Size -Spacing -Marriage Line
Enclosure; Fencing -Alarms
3.
Blocking
4.
Gas; MH Test -Demand -Valve
Card B-1 Date Card B=1
5.
Electricity; MH Test
Card B-1 Date Card B-1
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 P6CJW, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
i Requirements -Setbacks -Easements
otings; Soils -Size -Depth -Spacing -Connectors -Steel
W. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts-Beams-Rftrs-Connectors
Shthg-Frg-Bracing
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6.
Carports; Windows -Doors
7.
Electric
8.
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9.
Siding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
11.
Ext.; Steps -Doors -Landings
12.
Braced Wall Panels
Date
79:
�00Card Date Card B-1
Date
--'
Card -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
- =Not Applicable
p
. = Not Ready
RESIDENTIAL
Date
UNDERFLOOR (Plans) OK except #'s
Date
1. Zoning -Setbacks -Easements -Flood -Slope
Date
2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
5. Stemwalls, Main; Steel-Blockouts-Wrapped
Garage Fire Protection Framing -RC Channel
6. Stemwalls, Garage; Steel-Blockouts-Wrapped
Property Line Firewall & Openings
6a. Hold Downs and Special Anchors
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
7. Slab, Steel -Wrapped
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
8. Piers -Fireplace Ftg.-Steel
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
Date
10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test
Date
11. Water Pipe; Test -Anchors -Regulator -Service Test
Date
12. Electric Underground
Shear Walls; Nailing -Bolts
13. Plenums & Ducts; Clearance -Material -Support -Ins.
Brace Interior/Exterior Wall Panels
14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
15. Access & Ventilation
16. Insulation
(Single & Duplex)
44. Draft Stop in Walls (rat proof)
45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
46. Headers & Beams -Size & Bearing
62. Insulation -Walls -Ceilings
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
PLUMBING (Permit) OK except #'s
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
17. Water Htr.; Vent -Access -Combustion Air Baffle
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
18. Water Pipe; Test & Anchor -Nail Protection
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
19. D.W.V.; Test Fittings & Anchor -Nail Protection
Garage Fire Protection Framing -RC Channel
20. Shower Pan; Test, First Floor -Tub Access
Property Line Firewall & Openings
21. Test Tub & Shower, Second Floor -Tub Access
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
22. Gas Pipe; Sixe & Anchors
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
23. Fire Sprinkler; Test
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
57.
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
ELECTRICAL (Permit) OK except #'s
Shear Walls; Nailing -Bolts
24. Fixture & Transformer Clearance -Ins. Protection
Brace Interior/Exterior Wall Panels
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 Al
Insulated Neutral O Yes O No
32. Service -Riser Conductors & Ground Main Disconnect
33. Equip. Clearances Panels-Motors-Mech. Equip.
_
34. Clothes Closet Light -Shower Light -Spa Light
35. Smoke Detector
85. A.C. Unit 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
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FRAMING (Permit) OK except #'s
Date
41. Sills Proper Materials & Anchors
Date
42. Walls Studs -Nailing Spacing & Braces -Plates -Sound
Date
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
62. Insulation -Walls -Ceilings
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 Clea-ance
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 O Yes O No/Walks O Yes O No/Planters O Yes O No
84. Stucco Brown -Finish
85. A.C. Unit Disconnect, Electrical -Plumbing
86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
87. Water Well, Disconnect, Electrical, Plumbing
88. Exterior Elec. Trim, G.F.I. Receptacle -Underground
89. Ventilation Throughout House
90. Glass Protection
91. Corrections from Previous Inspections
92. Gas Test -Meters Tagged, Gas -Electric
93. Water & Sewer Connected -C/O to Grade -HD Approval
94. Energy Compliance Certificate -Other Certificates
95. Address Posted
96. Fire Sprinkler
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Comments at Final:
(Rev. 12/96)
•Y1•
r
COUNTY, -OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California` 95965 • Telephone (530),538-7541 -PERMIT NO.
�. APPLICATION AND PERMIT
ASSESSOR PARCELNUMBER
065-120-007
ZON1NO
TM -i
BUILDING PERMIT
OWNER
JOSEPH & LINDA GARTNER
TELEPHONE
873-2737
SO, �, OCC. BUILDING VALUATION
. OWNERS MAIUNG ADDRESS
6424 CROSSROADS. MAGALIA 95954
624 0 4 368.00
CONTRACTOR'S NAME
BRUCE BRODERICK
TELEPHONE
873-5059
CONTRACTORS MAILING ADDRESS
PO BOX 786. MAGALIA
CONSTRUCTION LENDER
LENDER'S MAIUNG ADDRESS
Fireplace
Total Valuation $ 4.368.00
ARCHITECT OR ENGINEER
LICENSE NO.
—Filing Fee $ 20.00
Permit Fee $ 72.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $ 46.80
BUILDINGADDRESs
6424 C�20S O t
Energy Plan Checking Fee $
.
$
PERMIT FEE $ 138.80
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT Fling Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ MobilehomeXO Other
SPECIFY
Each Trap 7.00
Solar or heat pump water heater 23.00
Water piping 15.00
Each as water heater or vent 15.00
` TYPE OF WORK
1
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: OPEN DECK
i Gas piping system 1 - 5 outlets 15.00
Building sewer 15.00
Mobile Home I S I GI W @20.00
PERMIT FEE $
ELECTRICAL PERMIT Fling Fee 20.00
Main Service soov oR LE ss
2IIA OR LESS 23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is.in full force and effect. r
License Class A Lic. No.�!
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑. I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
Main Service 2I0A TO 1000A 46.00NEW
CONST. DWELLING OCCUP. so
OR ADDNS. ( & ACC. BUDS. 3.5¢FT:
LN�ON-RES, ID. BRANCH MULTI -OUTLET 97,50
POWER APPARATUS
& SINGLE OUTLET CIR.
Ex. Occup. OUTLET OR FIXTURES BAL @ 1.50
Ex. Occup. DFIxuTEI A� ) E 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring23.00
PERMIT FEE $
WORKERS' COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
❑ I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 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 perms is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
MECHANICAL PERMIT Fling Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation '
PERMIT FEE $
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
`—� of one hundred dollars ($100) or less.)
f] 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
!forthwith comply with 7those,provisions.
X ( C Date 7/��
Signature of Applicant - ❑ Owner ❑ Contractor i7 Agent
An OSHA permit is required for excavations over 5'0" dee and demolition or construction
of structurs over 3 stories in h igh 1 p
Mobile Home Installation Fee $
Energy Inspection Fee $
occ
CONST. TYPE
rN TOTAL FEE $ 138.80, -
HA2.
r.
D. FEES IMP
.,. V
FLOOD
CDF
PARCEL
�%
I-mj
ISSIjE
y
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.
/��,� Q
By /0W�f Date f 63
PERMIT EXPIRES ON � ! 1(' Q•J` t
Dete
Receipt No. Y ��5
WHITE-D.D.S.-B.D. CANAR -A ESSOR PINK -INSPECTOR \ GOLDENROD -APPLICANT
(Rev. 12/96)
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO
APPLICATION AND PERMIT - �-
ASSESSOR PARCEL NUMBER
065-120-007
ZONING
TM-1:7:�
BUILDING PERMIT
OWNER
JOSEPH &LINDA GARTNER
TELEPHONE
873-2737
SO. FT. OCC. BUILDING VALUATION
. OWNERS MAILING ADDRESS
6424 CROSSROADS MAGAL95954
624 0 4,368.00
CONTRACTOR'S NAME
BRUCE BRODERICK
TELEPHONE
873-5059
CONTRACTORS MAILING ADDRESS
PO BOX 786, MAGALTA
CONSTRUCTION LENDER
LENDER'S MAULING ADDRESS
Fireplace
Total Valuation $ 4. 368.00
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee $
20.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Permit Fee $
72.00
Plan Checking Fee $
46.80
BUILDING ADDRESS 6424 CROSSROADS, MACALIA
Energy Plan Checking Fee $
PERMIT FEE $
138.80
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Fling Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome)p Other
SPECIFY
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15.00
Each as water heater or vent
1 5.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: OPEN DECK
Gas piping stem 1 - 5 outlets
15.00
Buildingsewer
15.00
Mobile Home S G W
@20.00
PERMIT FEE $
ELECTRICAL PERMIT
Fling Fee 20.00
Main Service 2o0A OR LESS
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license i$,► full force and effect. n�� l/3
License Class Lic. No. \j T
OWNER -BUILDER DECLARATION
I herebyaffirm under penalty of perjury that I am exempt from the Contractors License
P nY P 1 rY P
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
WORKERS' COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Policy Number
(The above sections need not be completed 0 the permit is for work of a valuation
of one hundred dollars ($100) or less.)
i 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
orkers' compensation provisions of section 3700 of the Labor Code, I shall
orthwith comply w' those rovisions.
-2/
Xe b
Signature of Applicant - ❑ Owner ❑ Contractor Agent
An OSHA permit is required for excavations over 50 deep and demolition or construction
of structures over 3 stories in h ' h
Main Service 200A TO 1000A 46.00
NEW CONST. DWELLING OCCUP. SO
OR ADONIS.( & ACC. S. 3.5¢FT.
=.-.O 10T. MULTI. OUTLET @7.50
POWER APPARATUS
a SINGLE OUTLET CIR.
00
Ex. Occup. OUTLET OR FIXTURES BAL @':50
Ex. Occup. FIXED APPRES, OR
. Ers RLNS EA 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PERMIT FEE $
MECHANICAL PERMIT Fling Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEE $
Mobile Home Installation Fee $
Energy Inspection Fee $
occ
CONST. TY
TOTAL FEE $ 138.80
HAZ.
�,
D. FEES IMP/
�. V
D
COF
PARC
PD HD
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.
Q
By .. Q712),61
toReceiptNo. PERMIT EXPIRES ON /
Dete
WHITE-D.D.S.-B.D. CANARV SSOR PINK -INSPECTOR GOLDENROD -APPLICANT
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
03-2271
MI"
Plot Plan Mach
Floor
Scat toD.Z3-6 -
f W ---A q C
a,-) e IV Y— kQ I J� �0�;7— r) -(x57
Owner Location AP#
Plan Approved for: Sewage Disposal ater Supply: Public Private Well
Clearance for bedroom mobile ho e. Other I JO/' ICS �P r n V-) �1��
Hold final for:
Final clearance; O.K. for:
t4
Health Specialist J Date
8/92
•j--�..+. r - �. .....=.n .. -. .. ... -. `��. .. ti.. ... ./ ... .-.. _ ` .. /ir+.r..�rt l' - .. r ..Y� _, .Y T ..� { � .. .- .t ,n .. -
COUNTY OF BUTTE -DEPARTMENT 04 DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive, Oroville, C :55Phone (530)538-7541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET
OWNER: Ley ASSESSOR PARCEL NUMBER Lp P
Proposed Building Use: �-1 ,' Counter Technician: Date:
Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply.
1. Site plans, 3 or 4 sets, signed by the preparer of the plans.
Complete plans, 3 or 4 sets, signed by the preparer of the plans.
❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
❑ 4. Engineered truss details and layouts in duplicate. No faxes!
❑ 5. Energy compliance design and supporting documentation in duplicate.
❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate.
❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be
stamped and wet -signed by the engineer.
Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and
returned to the plan review line-up when required items are received.
f Date Received By
❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate .....
...........
..........
'""'
❑ 9. Site plan and business license approval from the City of Biggs ....................................
❑ 10. Letter of intent for non-residential buildings.........................................................
❑ 11. Detached Accessory Building Form filled out by the owner .....................................
❑ 12. Hazardous Material Form...............................................................................
❑ 13. Fire Sprinklers............................................................................................
❑ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by
❑ 15. Other
a
eaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.)
6. Fees as shown on the attached Schedule of Fees Due Sheet .......................................
❑ 7. Statement of Intent for Non -heated and A/C Buildings...................................../..� �
OT8. Sanitation and site plan approval from the Environmental Health Department in c= �� .Z)_O3 M-45
❑ 19. City of Chico Plumbing permit........................................................................
❑ 20. California Department of Forestryplan approval 13 paid. Sent by: ......................
❑ 21. Planning approval for (A) Use: O < (B)Parking: (C) Parcel Check:
22. Contact Land Development about ❑ Improvements, ❑ Drainage .............. .
,❑ 23. NPDES Form........................................................................................... ,
❑ 24. Encroachment Permit for driveway from the Public Works Dept .........:....:.:..:.
...........
Q 25. Pre -Inspection for
required ................. .,._ ,. �• :.:;. ..
❑ 26. Contractor's license information. (Number, Name Style, Classification) ......................
U 27. Worker's Compensation Carrier and Policy Number .............................
❑ 28. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner)..: ..................
❑ 29. Letter of Signature authorization ............................ '
❑ 30. Recorded copy of Agricultural Acknowledgment Statement............... ....................
❑ 31. Manufactured home utility clearance............................................................... ,
❑ 32. Existing violations and/or expired permits.........................................................
❑ 33. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D.
❑ 34. Other:
When issued Telephone 571 !J S and hold for pickup.
I have been ink r teed of the above items and requirements for obtaining a building
""permit. INlQA.X) Fka-XO
ra�r deux permit application for the above items numbered: F Plan Check Letter
Additional items required X : L
Contractor, designer, owner, was advised of the above data by Cd�,PPhone, ❑ mail, ❑ counter, by
Conte .racfor-designer, owner, was advised of the ove data bY.�l�'phone, ❑ mail, ❑ counter, by
A ev or-designer,
by: 13AC Date: J Plans approved by: _tic_
Structural reviewed by: Date: Structural approved by:
Note transfer by: Date:
44 1 Yellow: Building Division
Date:
C
9, 3•D 3
k,
RE-CIDENTIAL
065-120-007
GARTNER, Joseph & Linda
ERMIT#95-3125
6424 Crossroads,CMaga a
MHI Ex Site
Cont: Skycrest Bldg
JOB FINALED (Date)
Signature
r
V=OK '
O = Not OK
"= Applicable
Nott Ready MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
1. Zoning Requirements - Setbacks - Easements
2. Footings; SoilsSize-Deptt Spacing-ConnectorsSteel
2. Soils; Special MH Support Sketch
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
3. Sewer; Location -Test -Fall -C/O -Concrete
4. Wood Awn.; Posts-Beams-Rftrs.-Connectors
Shthg :Rfg.-Bracing
4. Water, Location -Test -Easement Needed (Sketch)
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
5. Electricity; Locatlon-Clearances-Gmd-/ /Amp -Concrete
6. Carports; Windows -Doors
6. Gas; Location -Test -Wrap; / /"L'ft.
/ /Nat. or/ /"L"ft./ /LPG
7. Electric
7. Well Clearance & Disconnect
8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses
8. Utility Clearance
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION Plans OK except #'s
Card B-1 Date Card B-1
�i g-REquirements-Setbacks Easements
Card B-1 Date Card B-1
Zr'Foofirigs; Size -Spacing -Marriage Line
POOLS (Plans) OK except #'s
3 "H Test -Demand Valle -Connector
1. Setbacks -Easements
lec Clearances
2. Soils; Compaction -Structure Stability
5 rain• H Test -Fall -Flex Connector
3. Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
at Test -Regulator -Connector
4. Elec.; Receptacles and Lighting, Distance-GFI
ater ewer Connected -C/O to Grade -HD Approval
5. Elec.; Pool Lighting; 15 Volts-GFI
8 Electricity Tagged
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
. Tie Downs -Type -Installation Cert.
7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater
Insp.-Sketch
8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool L ghtg.
Boxes-Enclosures-Panelboards-Ins. to Main in Conduit
1 . Cert of Occupancy
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
Date
Card B-1 Date Card B-1
Date i
Card B-1 Date Card B-1
Date
MISCELLANEOUS
Date
DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Footings; SoilsSize-Deptt Spacing-ConnectorsSteel
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts-Beams-Rftrs.-Connectors
Shthg :Rfg.-Bracing
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Electric
8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
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/6 -Circulating Equip. -Heater
8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool L ghtg.
Boxes-Enclosures-Panelboards-Ins. to Main in Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
Date
Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
'J OK
O = Not OK
= Not Applicable
Not Ready RESIDENTIAL (Single & Duplex)
=
Date UNDERFLOOR (Plans) OK except If 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 -Bloc kouts-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 -Anchor -Regulator -Service Test
12. Electric; Underground
13. Pienums & Ducts; Clearance -Material -Support -Ins.
14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
15. Access & Ventilation
16. Insulation
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date PLUMBING (Permit),OK except tr's
16. Water Htr.: Vent -Access -Combustion Air -Baffle
--------------------------------------- ----------
17. Water Pipe; Test & Anchor -Nail Protection
-------- -----------------------------------------------------------
18. D.W.V.: Test -Fittings & Anchor -Nail Protection
-------------------------------------------------------
19.
---------------------
19. Shower Pan; Test_ First Floor -Tub Access
-------------------- --------------- --
20. Test Tub & Shower. Second Floor -Tub Access
------------------------------------------------------------- - - -- - - - - - - - - --
21. Gas Pipe: Size & Anchors
--------------------------------------------------------------------------------
Date Card B-1 Date Card B-1
----------------- ----------------------- ---------- -- ------
Date Card B-1 Date Card B-1
Date ELECTRICAL (Permit) OK except n's
22. Fixture & Transformer Clearance -Ins. Protection
------------- -------------------------------------------------------
23.
--------------------------------------------------
23. Elec. Receptacles Spacing -Lights & Switches at Doors
----------- - -------- --- - ------------------------- ---- ---- -------- --- - - - --
24. Size Boxes & No. of Conductors -Stapled
------ --------------------------------- ----------
25. Romex Installed Close to Edge of Studs & C J.
--------------------------------------------------------- - - ....... ..
26. Equip. Ground made up wrMech. Fastners-Bond Gas & Water
--------- - ......
- ----------- --------------------- -------- - -
27. 2 Appliance Circuts in Kitchen & Conductor Size,GFI
-------------------------- -----. .......... ... ... ..
28. Subteed Wire Size ga. Cu or AI -A.0 Wire Size , ga
Cu or At
-------------------------------- ------- ------ --- --- ----------- - --------- ..
29. Range Circ. r ' ga. Cu or AI -Oven Circ. / / ga. Cu or Al
Insulated Neutral ❑ Yes ❑ No
------ - --------------------------- ------ --- ---- -
30. Service -R ser Conductors & Ground -Main Disconnect
------------- --------------- ------- _ ------
31. Equip._Clearances Panel s- Motors- Mech Equip
.. ..--. .... ------ . ..... ... I... ... ... ..
32 Clothes Closet Light -Shower Light -Spa Light
-
--------- - ----- . .._._._..._....---- .......
33 Smoke Detector
--------------- ----------- --- - ... - ......... ... . . ..... .
Date Card B-1 Date Card B-1
------- ------- --- - --- --- -- -----------
Date
-----.._Date Card B-1 Date Card B-1
Date MECHANICAL (Permit) OK except a's
34. A.C. Ducts Insulation & Support
------ ..... . . . .. ... ....... .
35 Vent Fan: Exhaust above insulation
36 Condensate Drain & Overflow. Size & Grade
37 Furnance-Vent: Access -Comb Air -Return Air Vent -115 outlet
-- - - ----- ... ... ..... ..
38 Attic Access & Platform if Furnance in Attic
------ ------ --- --- -- - -
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B -t
Date FRAMING (Plans) OK except a's
39 Sts. Proper Material & Anchors
40 Walls Studs -Nailing. Spacing & Bracing -Plates -Sound
41 Bearing Walls over Girders & Floor Nailing
42 Draft Stop in Walls (rat proof)
43 Fire Stops. Furred Ceilings -Stags -Chases -Tub
------- _... .
44 Headers & Beam -Size & Bearing
f
0.4te FRAMING (Continued)
45. Hangers -Post Caps -Anchors -Connectors _
46. Cing. Joist-Rftr. ties -Pu rlin-roof Brac-Truss-Shthng.-Ring.
47. Fireplace Ties or Type A Flue -Fireplace Throat clearance
48. Attic Access; Size & Romex Protection -Draft Stop -Ins Baffles
49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions
50. Garage Fire Protection Framing
-----------------------------------
51. Property Line Firewall & Openings _
52. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits
-------------------------------------------- -
53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
54plywood on Root Overhang -Attic Vents -Rafter Outriggers
-------------------
55. Siding -Nailing Veneer
56. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access
---------------------------------- -
57. Glazing Area -Glass Protection -Skylights -Plastic
58. Shear Walls:-Nailin Bolts
------------ -
59. Insulation -Wails -Ceilings
-------------------------
60. Infiltration -Walls -Windows
-- ------------------------------------
Da --------- -
Card B-1
---te ---------------Card------B-1 Date------------------
Date Card B-1 Date Card B-1
Date FINAL (Plans) OK except n's
61. Ext. Steps -Door & Sidelight Protection -Landings
---------------- - - ---
62. Smoke Detector
- ---------------------------------------- - -
63. Furnace: Vents -Clearance -Comb. Air -Connector -
In Garage: Above Floor-Ducts-Mech. Protection
.. .-- ------------------------------------
64.
-----------------------64. Bedroom Exiting
------------------------------
65 G.F.I. & Bath Fixtures & Tub Access -Spa
------ --- - - --- -------------P-------
66. Elec. Trim & Subpanel: Breaker Sizes & Labels
.--- ------------------
67 Stags & Rails
--- --- - -----------------------------
68 Fireplace or Stove: Clearances -Hearth
-
69 Elec Outlets at Wood Panel: Int. & Ext.
_.. ..---------------------------- -----------
70. Kil.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance
...--------------------------------- ---------- --
71 Elec. Outlets & Receptacles at Kit. Counter
. ........ ---- -- - -- --- ------------ ----------
72. Garage Fire Door: Swing -Landing -Closer
...... - .._ .......----- ---------------- ------ -----
73. A.0 Duct in Garage -Damper
..... .......----- -------------------------- ------
74. Wir Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V.
In Garage: Above Floor-Mech. Protection
--- ----------------------------------- -----
75. Plb . Elec. & Mech. Equip.
quipListed for Location
. ------------------------------------------- -
76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection
... ...... ----------------------------------------
7, Insulation -Foam -Looked in Attic ❑ Yes
------------------------------ -----
78. Guard Rads & Deck Construction -Post Caps
.. --- -----------------------------------
79
---------------------------------79 Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth
Clearance Looked under Floor ❑ Yes
... ... ---------------
80 Following instid Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No:
Planters E3 Yes ❑ No
...-_-1.1 - - - - - ---------------------
81
-----------------81 Stucco. Brown -Finish
-- ------------------------------------------
82 A C Unit, Disconnect. Electrical. Plumbing
. --- --- ----------------------- -- ------
83 Vents Above Roof. Plbg -Appliance-Fireplace.-Clearance to
Openings
- - - - - - ------------------------
-- --- ------
84 Water Well. Disconnect. -Electrical. Plumbing
85 Exterior Elec Trim. G F I. Receptacle -Underground
- - -----------------------------
86 Ventilation Throughout House
. . . -. ---- -- --- -------------------------------
87 Glass Protection
--
-------------------- ------------
88 Corrections trom Previous Inspections
------------- ------ -----------------
89 Gas Test -Meters Tagged. Gas-Electr ic
90 Water & Sewer Connected-C!O to Grade -HD Approval
91 Energy Compliance Ceruhcate-Other Certificates
---------------- ----------------
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:
r�h-.^'�4L7`.'+r+�}/rM�' lY'��""T.ri�.*�Y{�'�r''.-.yiJ.�."�.�rrtiL�—..1�'[1�`xr�I`-..'.y2i�—'�ti.a^..�,�Y..,-.,-....«-v,t.�.++a�.h��•�w���.!'�r�•�}v....- �vY+.+it-.�+: .. ,
MOBILEHOME INSTALLATION ACCEPTANCE::
COUNTY OF BUTTE R
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING DIVISION --7 COUNTY CENTER DRIVE
OROVILLE, CA 95965 --PHONE (916) 538-7541
APN:
PERMIT NO.:
Owners:
Name: (.!
Owners: %
�/
Address: 1 i
Mobilehome r
�^ `
Year of
Manufacturerj
Manufacture:
Serial number —7 C __0
Insignia or f/t I
or V.I.N.
HUD number:
i/ L
Official approving installation:
Date:
If thimobilehome is moved or relocated, the mobilehome installation acceptance shall become invalid. This form shall
not be used when the mobilehome is installed on a foundation system.
513B White -Owner, Yellow -Installer, Pink -Bldg., Gold -Assessor
1tzi
14.
n
v
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Ordyr lle, California 95965 - Telephone (916) 538-754 PERMIT N
APPLICATION AND PERMIT _
ASSN$ BPA�C�L"�M8�07
ZONING —1
BUILDING PERMIT
OMEPH AND LINDA GARTNER
TELEPHONE 786-0610
SO. FT. CCC. BUILDING VALUATION
OWNERS MAILING ADDRESS
1524 RIEGER 14AY-WARD 94544
DONT S�Y�RE T BUILDING TELEPHONE
c
Fireplace
CONSTRUCTION LENDER
UNIwOWN
Total Valuation Is
LENDER'S MAILING ADDRESS
Fling Fee $
20.00
Permit Fee $
23.00
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee $
ARCHITECT OR ENGINEERS MAILING ADDRESS
Energy Plan Checking Fee $
)I?%Mfg PRE-INSP $
23.
BUg2 +CROSSROADS, MAGALIA
PERMITFEE $
66.00
PLUMBING PERMIT
Fling Fee 20.00
Each Trap
7.00
LOT NO.
SUBDIVISION'S NAME
PARCEL MAP
Solar or heat pump water heater
23,00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome 13XOther
SPECIFY
Water piping
15.00
Each gas water heater or vent
15.00
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation 00X Other ❑
Describe work: MHI EX SITE (HUD) 2 BEDROOM
Mobile Home S G W
@20.00
PERMITFEE $
Contractor
ELECTRICAL PERMIT
Filinq Fee 20.'00
Main Service( oR LEss oR LEN
( )
23.00
Main Service ( zooA To ,DooA )
46.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9(commencing ) with Section 7000 of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
License Class Lic. No. 2 9 5,4 ( 'Z
C y'7 � OWNER -BUILDER DECLARATION
1 hereby affirrA 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.
❑ 1, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
NEW CONST. DWELLING OCCUP.
OR ADONS. ( a ACC. BLDS. )
so -
3.50 FT.
NEW CONST. MULTI -OUTLET
NON-RESID. ( BRANCH CIRCUITS )
97.50
POWER APPARATUS
(8 SINGLE OUTLET CIA. )
Ex. Occup. (OUTLET OR FIXTURES)
BAL @ 1:1.50
EX. Occup. OUTLEEDTS RES D.)EA
( )
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMITFEE $
Contractor
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 A74L/A r+/ Z
Policy Number W t;/li 2 f 99 &Z
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
❑ 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provi ' ns.
X 03_=1 _ Date _�(� 9 r
Signal re of Applicant - ❑ Owner .9 C n actor ❑ Agent
An OSHA permit is required for excavations over 5'0" deep and demolition or construction
of structures over 3 stories in height.
MECHANICAL PERMIT Filing Fee 26.00
Heating
Cooling
Hood
6.50
Ventilation
PERMITFEE $
Contractor
Mobile Home Installation Fee $
Energy Inspection Fee Is
JM.D—G
occ
CONST. TYPE
TOTAL FEE $
HA
D. FE
IMP
_
FLOOD
_
CDF PARCEL
This permit is issued under the applicable
of the tte County Cc nd/ Resolutions
indic ed ove for whi h s h vp been
BY
PERMIT PIRESON
�p
provisions
to do work
paid.
2
ate / 10
e)
ReceiptNo. 190732
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
I,AqiEfPFV'was present during the mobilehome
tiedown s'yftem instal la ion located at the following address:
Z/
I certify that the portions of the tiedown system installed below
grade were not damaged prior to or as a result of the installation,
were not modified prior to or during the installation, and were
installed in accordance with the terms of their listing or as per the
engineered plans and; specifications.
Signed,
C�
Date
•5
COUNTY OF BUTTE - DEPARTMEN_ OF DEVELOPMENT SERVICES -BUILDING DIVISION
7COUNTY CENTER DRIVE '- O�fILLE,CALIFORNIA95965-TELEPHONE (916)538-7541
PERMIT APPLICATION DATA SHEET
OWNER l_ AN. Q. No.b(S- )QLP - 0(D7
Proposed Building Use
Building I
Date
At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
DATE RECEIVED BY
1.
All items have been submitted . ........................ . ...............
2.
Plot plans, 3/4 sets, signed by preparer of plans . ......................... .
3.
Complete plans, 3/4 sets, signed by preparer of plans . ..................... .
4.
Engineered plans and calcs, 3/4 sets, with wet signature on plans . .............
5.
Hazardous Material Form . .................................... ._........
6.
Energy Design Compliance and supporting documentation. ................. .
7.
Statement of Intent for Non -Heated and A/C Buildings . ......................
8.
Engineered truss details and layout in duplicate (required prior to plan check). ....
9.
Mobilehome data and manufacturer's installation instructions; 2 sets. ...........
10.
11.
Fees of $ . ................ .
Impact fees as shown on attached schedule'-..... ,.�,., .. ,
12.
California Department of Forestry plan. approval/fees......................... -�
�� r� 13.
Flood elevation letter (100 year flo by California Engineer. .. ............ .
`►�
I- 14.
Sanitation and plot plan approval ` t.0 Health Department . ............
15.
City of Chico plumbing permit . ........................................ .
16.
Plot plan and business license approval from City of Biggs/Gridley. ..............
17.
Planning approval for (A) Use: - (B) Parking: . .........
18.
Contact Land Development about (A)'Improvements (B) Drainage. .......... .
_V tDriveway permit (con'stliuctjon
nap oval required prior to occupancy). . .
J to Buil ing 0= Que
S 20.
1 q
Pre -ins ection for re wired. -to Building �o edor
p
21.
Contractor's license information. (No., Name Style, Classification) . ..............
22.
Certificate of Workmans Compensation Insurance . ..........................
23.
Owner -Builder Verification (Given to owner , Mail to owner . .......... .
24.
Recorded copy of Agricultural Acknowledgement Statement . ..................
25.
Letter of signature authorization .........................
26.
Copy of recorded deed of parcel creation and 60 right of way to a public road. .... .
27.
Letter of intent on building use . .........................................
28.
Mobilehome utility clearance . ........................... .
29.
Documentation of legal access . ..................... :..................
30.
Documentation of 50% subdivision developed or (A) Road improvements completed
and (B) Parcel meets zoning area and frontage requirements . ...............
31.
Existing violations/expired permits . .......................................
32.
Plan check list . .....................................................
33.
34.
When ou issue the permit process as follows: Ma6to owne . Mail to contractor.
Telephone 3443-9444 and hold for pickup atm% l office. Deliver with inspector.
Other
Parcel Creation
Acreage Applicant _0_ 1 Date
Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date
Copy of plans sent Health Dept. Fire Dept. Other Date By
The following data must be submitted
1. Index permit for above items No. _
2. Additional items required:
issuance: (Circle new item not checked above).
Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date
Contractor, designer, owner, was advised of above required data by _ phone _ mail r b _ Date
Plans checked by Date Plans approved by Date�-
Sets of plans on hold in File cabinet AP folder
Copy - Department of Public Works
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
L • iTH:'fJSB ONLY
Plot $4n Attached
XgE-
Fk= PI= Attached i
Seat to B.D. l" 9—
v
42
Owner Location AP#
Plan Approved for: Sewage Disposal Water Supply: Public Private Well
Clearance for ,� bedroom mobile home. Other
final for:
Final clearance O.K. for:
NOTE:
Environmen ealth 4ecialist Date
R/Q1
. ..: ti....`"w^ �'�%f"T...'wr�»+si+i,�.vf; r cw: + ':raj ir!ti.:,, 7 € `A' y, '/T►-(iC,Nra r; r4N+t11 ryf;�1'. tan..,
BUTTE
'��Kw't�r„t�•:'ki'ew� '.i•r•,...": r,. � T + ^
BUTTE COW SCHOOLS IMPACT FEE CERTIFICAT FORM
(One Form Pei Building) ,
School District �Gi/l,Q(�V- Building Department No.
A.P. Number 01,5— G�0-0a1 Jurisdiction: 0 City County
Property Owner S k c� LL( �--Ja
Property Location/Address a croris OaLL
Subdivison Lot No. ,
4
Residential Development Sq. Footage X3(0
No. of Living MHI Addition (Group R)
Units
Commercial/Industrial
M
(Floor Plans reviewed by School District Personnel)
Sq. Footage
(Including Exterior
Areas)
7�
Date
District Identification No. �1: - 0
XzV," 1e School District certifies that
' Applicant)
Address)
has complied with the requirements of Resolution No.
representing `'-� square feet,
Paid by Check #
Bank -Number
Paid by Cash
r�
(Phone Number)
by payment of $
AB 2926 .$
FULL MITIGATION $ i
Dat
It, subsequent to the School District Representative signing this Butte County Schools Impact Fee
Certification Form, the School District is notified by the applicable Local Planning Agency that this project
is being reviewed under the California Environmental Quality Act (CEOA), this project may be subject to
additional school'fees.to, fully mitigate its impact-6h—the'e school district's schools.
White (applicant), Yellow (building department), Pink (school district) feeform.wkl '(11/94)dmm
-J
"� k.–NOTE:—All ►,goteriuls, , .
Accordance with & 4`lor�mansnlp shcr f Be, In of tc�cor?r�izl,d C'd (� octicc
rn l Uniform Building,%rescr.'' ? nor anti �r1Lc;1^ieCi s cn�i
l'l�==mbirt use io fhe
N she Notional E6ctrical Cocfo, cr) Codes and
0
lhis sef of
'rept on fh plans and
^�nke on a t°�' of all , SpEci;;, ...f ons !►,BUST
wriff y ch"nc or aif es ana' if is
en per►nrsion from err,4ions o wfvl
ps
vr3r6. Cern om fhe ' morin sarne'eiifhouf
fv of R'.ri+ca. t' menf of puy�_
ad L STRUCTURES AND EQUtpiVfrl+tT lNCiUDsN0
OVERHANGS SHALL BE CLEAR OF AU_ E.ASE.JjcNTS.
OF
�...— - T— i t 1.
i_a AND
FT. =¢?n � 7i-tE fis'ie!,L BE
CIJ-A � OF S -t a�UQ7'Up AWS 'ot4D E ,� 6',' Mi-t�`
FCR A 2 FT. SAVE OVERI-1; iiC. CK�.t ��E�T EXCEPT
v �1
Z Z
TBPA/� S SND iPoAD
��e l.,iJ� BU1l�IP1(3EP ' D
MOO .v......:.v....:::.........v.:....v::;;;•}y::::::.v:::: •1%w:.v...n.: x: :.: \::. v: \•..v.....;/r.n.. M1n::v :, \. .. \. nA..2a2 £C`iiti,Q:Y:�y:Y:.•r: -
t 4 Y, fj ..;Q:::.. :til•
- , .• ♦4:E:� {{{'l.{:; 7 •r v'i:}:::':n:f? •: .• •i ': r :: :\� y1 v .� • } ti:• ~
v �f
Ml
-1Owner's Name: PN o.e GliilDA` p
2.` -Assessor's Parcel Number. _
�-sr h�� rJ>� )M�Lc...,t .. Y - t i.f.'.. �.. A'• ..- -. .. � .:�.-.�,.��' i.1�i� A r� ,y .: _ �3 •"5 "
— .-.J�ya'• -'�
3. Installer's Name 3KyeRC-s rBy�LA�%+lG S yS7 i /
-4. - Is the site currently under permit? Yes[ _] Nom Permit
5.' Is thesite an existing site?- 'Yes ] No[ J (If yes,'funtiish two plot plans)
6. What is the electrical rating of themobilehome? ID Amperes. = w
;,�+r i4a�, y �, 3: 3 _ _ ... ...., ..,v .- r - .. a.w.a.,.l:t.. •'1 i6: _ i.. i
kk .f* Pi
4 t,r 7. What is- the mobilehome site circuit breaker rating? / D o . Amperes
�r 3
yid �t .. .' '..,.. • M�'.. .. -... � ... . .. _ .+. ... - . ^ .3�
8. What is the electrical rating of the mobilehome sites 10 a Amperes
9. Is the main service remote from 'the mobilehome site? Yes pC ] " No[' ] 1f it is, what- is
the rating? ID o Amperes.
10. Is there any other electric load to be servedby the mobilehome site. electric service
(i.e. well, garage etc.)? Yes[ J No[X] If yes, please identify the load and size:
a) . The mobile home site:
Load- Amperes-
b) The main service:
Load- Amperes -
11. Type of gas service at mobilehome site: Natural[ ] Propanev] None[ ]
12. Size of gas pipe at the mobilehome site from the 'meter or
tank: 3 f inches.
13. What is the gas pipe length from the meter or tank to the mobilehome?,7S (ft.).
14. What is the mobilehome gas demand? B.T.U.*
*(This information is not required if the pipe length is less than 6 feet on natural gas or
less than 50 feet on propane).
�.:THE OTHER SIDE OF'THIS FORM MUST BE COMPLETED IN ORDER TO
PROCESS THIS PERMIT APPLICATION
Mobilehome Manufacturer:— .SKVG IlVi5 - Manufacture Year: 19 9 1�'
If other than single wide, -furnish Setup Model Number:
(ft.)Length: GAO B (ft.) Tagalong or Expando. Size (ft.) x (ft.)
On 'all "mobilehdnies manufactured after "'October ' 7, - 1973, furnish manufacturer's
installation manual and structural setup sheets. 1 ��, ,A,
FOOTINGS: "Wood pressure treated or foundation grade[ "Other:
SUPPORTS: Concrete block[x] Other: _
Provide Tie Down Specifications for -all Mobilehomes: 45'L !100 S yS7"L'M
............ Main Beams
.........................................................
...................................................
- Tag or Triple
Line 1 Piers:
Size minimum: x r 3
Spacing maximum: 1 4`
From ends -maximum: `
Line 2'Piers:
Size minimum: IIA ] x [ 3a 1
Spacing maximum: 1 S ` O `
From ends -maximum: ` p `
Line 3 Roof Loads:
Size minimum
Location (from front):
Line 5 Roof Loads:
Size minimum:
Location (from front):
May 1995
�,Line 2
L,ine1
5
4
1 .. .
kdd� 4io iers 0" boIV7 1:510�s
Line 1 Openings 04 -
Size
Size minimum: [ 12 x [ 30 l
Each side of openings
with width over: `
Line 4 Piers:
Size minimum: [ ] x [ ].
Spacing maximum: `
From ends -maximum] `
8.3
.Pier Footings Sizes and Location
SINGLE -VIDE
�"�
Line 1 '
Line 1
Line 2
`
+�.�y�
�xSiF+.•
_t,. /�
r -
Line 2
if i! .�.I•
Main Beams
Line
�. .......t J_fs.............'..........;......,......... '....:n.....
62
Line 1
Line 3
Line 2
............ Main Beams
.........................................................
...................................................
- Tag or Triple
Line 1 Piers:
Size minimum: x r 3
Spacing maximum: 1 4`
From ends -maximum: `
Line 2'Piers:
Size minimum: IIA ] x [ 3a 1
Spacing maximum: 1 S ` O `
From ends -maximum: ` p `
Line 3 Roof Loads:
Size minimum
Location (from front):
Line 5 Roof Loads:
Size minimum:
Location (from front):
May 1995
�,Line 2
L,ine1
5
4
1 .. .
kdd� 4io iers 0" boIV7 1:510�s
Line 1 Openings 04 -
Size
Size minimum: [ 12 x [ 30 l
Each side of openings
with width over: `
Line 4 Piers:
Size minimum: [ ] x [ ].
Spacing maximum: `
From ends -maximum] `
8.3
" 1 REVIEWED BY ENGINEERING DEPT.
ISSUED BY FOLLOW UP SERVICES DEPT.
OCT 17 1994 va
UNDERWRITERS
LABORATORIES, INC.
0 110
rig 7 :::7-::Noo
I
I I II
I I II
I I II
0 F11,
AN
1(0'-0' w=o 2A' -o za=o 32 0
lo�.A' 2 2s-zc•*. zs Ilk
O„
c.r SaEo�
I � I
I I
I I
CENTERLINE SUPPORT REQUIREMENTS
THIS SHEET TO BE INSERTED WITH SUPPLEMENT
TO FIELD INSTALLATION MANUAL FOR 40 VROOF
SNOW LOAD
X0 0 V
I I
1 �
I
r•�olgo.M 22to�k. - —
»4�
2l�
FILE MH 9321
VOL 1
SEC. 4
ILL. 51 PG. O-AD5
0
n
W S0� INC.
SERIES DESCRIPTION NO. `Vrin BAmcrxahome.
Qd*ROOF CoC1LGo ZFVG 2$ SSOz
LIVE LOAD C.Tei
DWO. SY �,� 10•\3•c�4CHECKED I I SHT. OF
APPROVED
Butte County alth
Environmental
n �-6
D Ite
-- GN8'"---
_ _.. --'Signature
L
'G
007
Environmental Health
.� JAN -41996
Chico, C
alifomia
7t��Q
cxisrive
i
Y 61424 �iQozs�Pos�os
200'
a
87
ExrsnkG
SEPT/G SY1'>FM
0
sr.
ExiSTiNb
PowE,� •bus
/DO/)A7P
� � '
Q I
h
0
sr.
APPROVED.
Butte County
irnviron enta% H/ealth leiwolpo `001140
------- 9664 Ndf
�te
41I`139H ipjU8WUOalnu3 cA
signature
-
OPT _
(t4V1 ��_•.II II�V-i --
SID CUR...WAITI
OVAL it ' .ai' T
JI 1
i It9 ' 1 4NIPT I
DEN I , DINING ROOM I
UTILITY,i 5r !
i 12 2",KITCHEN ❑
B ; III(N WI 13'_4" ❑
DA11TEDpAl IIi111-DU1
I
*w D04ER '
MASTER SI'.4, � � � MORNING i
BEDROOM A' , ROOM
No.1 — BEDROOM 9'-4-
16' No. 2 ; ,' LIVING ROOM`S
f
I `
---- ` PORCH
ARDiED ABOVE OCTAGON wwDOW
5502CTM/6026 2BEDROOM - 2BATHS - CATHEDRAL THRU-OUT (1,511 SQ.FT.)
c::
0 a�
C, IF ' Ul 92W
B OOM
n �> _� I o. 3 C) 7
Fp I O
Ul
cc Z
OPTION
CORNER TUB BATH OPTION 3RD BEDROOM
-� _ -
.TiPA/G S SND �PoAI� ".°
LOCATION: C"D� Y-0
CONTRACTOR: C�i1
pRE-INSPECTION FOR ^
DATE TO INSPECTOR:
PERMIT HISTORY: [ ]NONE' [4]AS FOLLOWS:
DATE: I ��,;�(-Oq S
A -P.#: 0(o s- lam—y 2:2
ZONING: ��
TYPE OF OCCUPANCY: Y
t,BU11LDING INSPECTOR'S REPORT
wilding Description:
[ ]
Commercial/Usage:'
[ ) Residential/# of Units: Mobile Home: Yes No[ )
[ ] Currently Occupied.
[ ] Abandoned/Vacant.
[. Off
Yes [ ) No f I��
Electric is currently : [�(] On [ )
Condition of electrical?
as: Currently On OT ]
Natural [ ] Propane[ None[ ] Y [ � �
Obvious problems:
anitation: t
Plumbing working Yes[ No(,(] )
4
Well: Yes[ ] No Potable water: Yes[ ] No[ )
Obvious Sewage Problems:
Recommended: [ ]Issue [7f]Hold for:
_r P_ bor,
Date: % .L ��
Ale- e
�oD
90
9
a 779. Ny0
PERMIT NO.
P
E
M
MH UTIL.
PERMIT NO. 2779-74P.E
PERMIT EXPIRES a0?_
OWNER Kith Ramseyer
CONTR.
,:LOCATION (A.P. 65-12-7 )
,f
w/s.Trails End Rd, approx a mi. N. of
St A-ffer Rd., Magalia
a
t
d�
1
i
F
I•
Q
t
d
Temp. Power Pole
Called PG&E
-X4w4)- EIec. Serv. �"— c?
Called PG&E
Temp. Gas Serv.
Called PG&E
JOB
/
FINALEee)
ce
COUNTY OF BUTTE — DEPARTMENT F PUBLIC WORKS
BUILDING INSPECTION RECORD
BUILDING BUILDING (Cont'd)
PLUMBING
Setback
Firewall
Soil Piping
Forms
Parapets
1st Floor
Main Bldg.
Restroom Finish
2nd Floor
Footings
Windows
3rd Floor
Stemwall
Sidinq
To out
Slab
Roof Sheathing
Water Piping
Piers
Roofing
Sewer _
Garage
Fdn. Vents
Fixtures
Footings
Garage Vents
Water Htr.
Stemwall
Slab
Prov. for physically
handicapped
Heaters
Appliances
Carport
Footings
Conformance of ex.
structure
- Gas Piping & Test —
Temp. Gas
Slab
Final
Sanitation
Patio
FIREPLACE
Final —
Footings
Footing _
ELECTFkICAL
Masonry Walls
Throat
Rou h
Reinf. Steel
Final
Fixtures
Bond Beam
FIRE SPRINKLERS
Motors
Framing
Test
Water Htr.
Stucco
Final
Subpanels
Mesh
MECHANICAL
Grd. Fault Prot.
Scratch
Heating
Service
Brown
Cooling
Temp. Pole
Finish
Ducts
Underground
Interior Lath
Ventilation
Permanent
Door Closer
Final
Final
DATE
%
REMARKS OR CORRECTIONS
e C -C �I (3r-AJ)� l� in
v�
COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WO KS
7 County Center Drive — Oros ille, California 95965
Tel ephorM: 534-4541
APPLICATION AND PERMIT
authorize representatives of the County of Butte to enter upon the
above-mentioned property for inspection purposes.
EI
Signature 6f/Permi7eeZrAgent
Date
Receipt No.
White-D.P.W. — Yellow- ssessor — 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 PLABLIC WORKS
Byate�21���
ilding permit expires Date..................7.-.'L�.-..7.j...
BUILDING
Owner cSQ.
FT. OCC. BUILDING VALUATION
Mailing Address
f
Tele ho a No.
Fireplace
Contractor
Total Valuation
Mailing Address
Permit Fee
Plan Checking Fee&/or Penalty
Telephone No.
Permit Fee
$
$
Building Address'
PLUMBING
No.
@
FEE
PERMIT FILING FEE $2.00
O
Each Trap 1.50
kol
Repair drainage or vent piping
1.50
Water piping 1.50
Each gas water heater or vent 1.50
A. P. No
Zoni P
Gas piping system 1 - 5 outlets
1.50
Each additional outlet .30
Fe
Sann
Fire Dept.
Fire Zone
Use Permit
Building sewer 5.00
d
EQA
Parking
Plans
Parcel
Declaration
Parcel Ma P
1.60' R/W
Improvements
P
Lawn sprinkler system 2.00
-
�-/
61��. PI.nslec'd
P,nrc pproval
Plans pproval
Permit Fee
$
$
NEW ❑ ❑ UTILITIES OTHER ❑
ELECTRICAL
No.
@
FEE
PERMIT FILING FEE $3.00
�
&e XQADDITION
/
[9 `j < Se <
Main service incl. 1 meter
Additional meters, each
1.00
Sub -panel (12 or less) (more than 12)
Single Family ❑ Duplex ❑ Mobil Home Others ❑
Range, Cook -top or Oven 1.00
Water Heater or Space Heater
1.00
Light fixturesbai�alo
Receps., switches & fix outlets _Hhn
CONTRACTORS LICENSE LAW
I am licensed under the provisions of Chapter 9, Div. 3, of the
State of California Business & Professions Code under the name
style of:
Hood, Ex. Fan or F.A. Furn. Motor
1.00
Evap. cooler, gar. disp. or D.W. 1.00
Air conditioner or heat pump
Water pump
Mobil Home Facilities 5.00
Temp. Power Pole 5.00
Lice a No. Classification
Misc. wiring
I am exempt from the Contractors License Laws of the State of California.
Permit Fee
$
$
WORKMEN'S COMPENSATION INSURANCE
1 am aware of the provisions of Section3700 of the California Labor
Code which requires every employer to be insured against liability
for Workmen's Compensation.
❑I have placed on file with the County of Butte a certificate of
rkmen's Compensation Insurance.
certify that in the performance of the work for which this
Ze
prmit is issued I shall not employ any person in any manner
so as to become subject to the Workmen's Compensation Laws of
California.
MECHANICAL
No.1
@
FEEPERMIT
FILING FEE $3.00
Heating
Cooling
Ventilation
Hood 2.00
Permit Fee $
$
1 certify that I have read this application and state that the above
information is correct. I agree to comply to all County Ordinances
and State Laws relating to building construction, and hereby
TOTAL PERMIT FEE
$
authorize representatives of the County of Butte to enter upon the
above-mentioned property for inspection purposes.
EI
Signature 6f/Permi7eeZrAgent
Date
Receipt No.
White-D.P.W. — Yellow- ssessor — 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 PLABLIC WORKS
Byate�21���
ilding permit expires Date..................7.-.'L�.-..7.j...
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. .a 1 $ r. s GENERAL SPEC1Fit•;ATIONS:
2 Toy '.i_ I&I -O. Marc. ." 'r',• 1-0 Ors. ` , v 1
HK 3t M 2T5
1.) Structural'steel and lates shall conform to ASTM A 6
P 3 ,
,' t Ica11
• . 1 YP Y
' -
L I".
-2.) All bolts shall conform to ASTM A-307, unless specifically noted
r
otherwise.
3.) "SPAM" Is : speclnlly formulated tMo part material, tested by
.L -J the Ime rated Waste Management . n ement
[ Department of Santa Ana a
6 California. o
P f rnla. ,
G r .� 4 5 The material Is acceptable for die oral Into Oran a Count
. : . P [ Y Class Til
M E r I' i , landfills and ma be laced in
I", 1rct: Y P your normal trash dumpster. The ,.
111 testing laboratory a+as Associated Laboratories, los:ted in Orange,
• California. The letter and test results are attached under separate ;
cover the calculations. "SPAM" Special Product Anchoring
1.
. t.1 ` t� Material. .
1 ,
. . I ; , „• - - ---- _ __._._. . -_..-._ __. �� ,4 n-1fr CampawE,cr�S � p T rTi�,� l�rarfo �e�✓. s/Nc oX
_ ,. P y
Co
.........._. _.1jG .L'� y�JI.DE 1J_l S J2 _To..a �#-_.:1_DE X .-5 Tri: --1-fl::__ L.._�-�._o_.-_ -- ----.___--___
g - ••-.---- - . - . : __ - d -------•-------• --_-_.._-•----- -.._ _.. _ NSTALL ON R DURES
r
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r -� - 4- •�•-.. ._. _ _.._.. _ ._ .....•._ ... . . .... .1 _ 1 1. .. • .. .--• .... . . � .
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• .. 0 PFTv , 4-. Lo j G�?�- o >s 2a W I pE-}L. • P 'jo v (. vl-i Gf G C24 nIZ 28 w I D� _,r- -
, _ ) iJP T to L.oH4 ¢' CIS-I'w1oE
• �oTE: �7�>�'lF'(`�TP.I`(DAlz-s�-P(�F �.TTA•�HF�I�f-�T '�o ANA�1�-bEAt�1 �'
- --
i - A ,�
�, -3
-
mm, w= 11• a� .. a.
M
-
r 9' mw- S• e r M Y o io a
ia� t� �• a. a.
•� a. aa1
_ _
L FooTIHCT pAV5... _�V-EcQLJII�D_M,F: (o%j - D�__0'1}�E1Z .NLD_AP Q60
MS_TI4_00__ 0r4L- ( le 17_I1(L_70_G"515•.,56PM) Gc-Ht4EGTlori T- Pc, Loi•.►
-�1�c-�TE �iwP✓--c-xccFTar->- .. , -- -_ --- .. , I
I.) Locate Cround-Loc Hold Downs as shown on the foundation plan(s).
I Vary locations to center of holes 'to accommodate obstacles such as
rocks, boulders, cross-over ducts, etc. Ground -Loc Hold Gowns may
alto be placed to the opposite side of the chasls beams than shown,
r If necessary, but no further than twelve inches from the beam as
indicated in details 1/1 k 2/1 ;(") Where the center to cetnter
--" dimensions must be exceeded, use another Ground -Loc Hold D+own between
two GLHD's exceeding the center to center dimension Himit, per
detail 1/1 or 2/1
11/9 A01V1rY 'YI
2.) DI[ 10 :Inch squareJx two feet deep holes as shown in ,detail 1/1
or 2/1. Spread the coil inside,+aiong -the tskirtin[ or enclosure so
1 v --� T �' T `'r T `� I . .. drainage under the etrucFs
a !s not interfered with.
7 I
1 I
- X
N -- - - -- -
-- 3. I n s t a I 1 qi.� b l o c - -
i )(1 1/2•' cube) (packed in Cround Loc Hold
I- l •II:D -1�� 1. _.._-_-f -_ a ..l:t� : ::Co(a LC:;1
I;',, t' p� , n _: �t - Down shipping contaiper) under the four corners of the bottom plate
__ ..
12 FMS• h • HJA.X, �G„ I i� (-p+t of the Cround-Loc unit so the "SPAM" can f low around and under the
t -� I • � ' �8 I plate. .
F -T- fe.
- - Q.) Install the Ground -Loc unit as shown In detail 1/1 or 2/1.
�.
- -- - . F U� D/'. -T i H LANA • Mo OvLE I�i� Ee-Tio I� FE��I�D.
./ -� - 1 I _ _ I II I
. .
C� ._.__ E5L E 1�1. � , is _ ?
�.i b� �--'S Coco Ly i�i GT S I -o �Yr
' - - t .
__ _.._.. _ _�
o L. i.�I E o (o(o' Lori e 03101 c,r-42 WIDE t
(, . 1 r) P To ..5i: �orl � (�� oi: •�z' w l E) -T y r� Gf C 0 P T (4. )
I , , n 11 1 I 1 1 i " I_ " I 1_ " i 1 I i - GombIne the contents of "SPAM" z d w i'
't '- 21 TO r__ 20-c M,•,,c, A-Q,ol_U MA>•. 2'ro5 Q Toy ' 2� -c NIA . � 23 n MAY-. 2 'TO 5 + 2 T S -* 31 O MAS• + 20 -d M ^A. 111_________1 Tv5 -o r b n mix ell. Pour into thea.hole and
de the ottom plate. Allow thirty minutes for the SPAM to
11.`. .
set-up! Then set all mechanical connections.
.11
I .
. .. 1 , i
• •
7.)' Install the Marriage Line Chasis a
�- 4 : ._. y ( 6
6 Fr me Ties MLCFT) fnn er tight i.
_ only. !
1
ElI a.) Install Ground -Loc angles and 1/2:inch all thread sysRem per
--- -•�A � detail 1 1 or chaln�'-and_
y _ 3fiackies_,system per detail 2/1. Adjust and
I.. .
°' i sCi • 1 NY I IN ,1 ,I tighten the all threads with eithrr the top or bottom nut }hand wrench i
I ,
-'� 1 t or tl<ghtcn the�iackd
",.% I -ry. I T'�P F p�l� i -W• channel ., ,. z� and chains by sliding the Grlip-Loc
•. s A along the chasis frame and retighten the nut'hand wrench11
Q
t. a t' 2
.
E1•'
tAtiT^'1 ps�la tight. Adjust the chain tension with the Ground-Loc`nut on to of A !''.
_ � he
,•'\__Vlal.tJ assembly. do'l'l; "(N�"T "G4���', .-7"e,0A1H NPS• GThM o� cAG.t-I (Plrl� 7� 1,,1
_ „- ATcf-t,
lsE m
,� (L G1 .. _. _
M IL. __
Gi.) Ti
. M.L, } - q 4 e-
-�- t
"
F
GNAs� ghten the MLCFT with hand wrench until -ij��'{' and secure.
1 i Vc 7 2- . , L i
11 F, -r_ -L_JL_J L_J L_J10.) Make a final check of all bolted assemblies to ensure that they it
-. -- G are tight and secure! F-14IO&T L-oA 50
I
Y s < Y _ 3�I
r N (, N� Co Yp Cr y to I C� �, GA 116,1 t-L.riY' ��✓o%EFLt.ovaD•
Wo •
Y T-( 4 5 ( F TSP . �-fP• ' _
•, il.; -I o r
6 TIP • I . i TfR x I Y-�p, 1 "1`1�:, T 1 YR q 5 I� 2 t n RESIGN 14cTIZ. Ds+sI,-TH WIr1� Ld^fl ,2Z,2 .y, F,
4 , � 5�
1 ;�
• c '< • t 1 -t r I I �N < I i I t 1 !
GLIAi,) 5 t.It,E± CRITERIA. ugl-IF1 - X14,1 14IHv LoP.D t ,. .GI ��F. i'
This plan conforms to the 1991 UBC requirements for
3 seismic zone 4 do wind zone of SO m h ex osure. I.
13' E E3I `� Mo (LC. Ti -I A,6 `�24. P R P C
- I f. r__1 rr1 I r_1 r__1 i JM r r::1 r I - -�� 2.) The design loads used in this desirn are: II
i. I N - , F ` tv1... _G_ I G . Le I 11 - I..../ .l� r Roof D L = _
1 .JM,L
I 10.0 sf LL 20 to 30 psf, Floor DtL = 10.0 psf,
sf. llowable soil bearing = 1,000 sf.
. CL_J �(z
}- i G I 3.) It is the responsibility ot.the isdiction(s) i
P y jug
L_JL-iNARIS FF��f to assure that these parameters are not exceeded.
•. -- M
..1 COHPA¢Y ) , 4.) .Tag units are to receive GLHD with•the same desinn
I., - is I I I
` �, nN A , { �Lr,i1.�' I ' I InR I
• .L + L
Z, c I M r I - ' ; 1 -MAK. •I I parameters as shown on this plan. k
. A ,
5.) Pad attachments to the ier is b others'as I.'
l Y
�, . • ._ IN -0 - ! ( _ ; i ArP�o required ers. &01
N • �IAI. by o h
I
P
_.
_
6.) permittshall be obtained from the �ovcrning
�4,.., -, r �'' jurisdiction(s) and inspections) as re uiced.
- 2 l i ,•
: ii 4
11 1. 1.Iz 1 'E I • L� -L� - ' c� I I'.
�3-•-- t t� i , t c 7 ) The Contractor (Builder) shall be• responsible for '`
�, .. F 0 - `(P Tol of field measuring each mobile home unit ac verify in[ with the
r' , ,. V 5 r , manufacturer s ecif is design n r
. . I. 1 s at I r P g req' JL'
prior to
C`^ ,' :' I _ „_..,. - __ - �- - -.._. proceeding with an wo
. 1. I YV C U� I T.
" ••-�'C� ;Z 1'� t' � .�✓.�fl_ t� .�Q� �L,..i�1 �_I�� .. ._...__.......... 2n ¢' 21W 1 1 l,lfits pIE1�S A(Lc � s E.) The foundation pads are the res o ,
�� _(�, LE p I $ - T�(Q J t 1 p nsibility of the
, .I " - 'i`(P '•EXG� 'TEf�, , Contractor (Builder) to supply install. i
i, : ,� X11 1 t i 1 ,P
2 N1Ar�. IL j�IA,C. ��1 1 , i ,r Wl
. - _ I'LMa� 12 M �C . 2- /2 A �L .L. _ - .
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r M _ 11 It 11 1 I - - _ 1 _t_ '�' _' f�f�i Gr L1f�E I;A51� �PME TIES i _ TI �� tom:
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_ Q �r n I / �' I /2 ILii "� _ W wAst ►Efr rl F ?aH a It _ C..: 3" t 1.0 I _ r _. �c' ,I _,
:�,.. �1 ( _ - E . Lsr .I[ P i _ _.5 I �pAM 5 EGIAL- P(�i71�GT AH4No IHe- i \
r , .:.. i ; `m' L N Q N o E I rl �/ 1�-T �f /8 T 1 p f _ ` IF L��C%
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1. 11 ;, , N P I A,>J �' MI
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n 5 /a C� I r'I E rI -� 14 K W I "T I i i ri /_ T N S�bWa, �T _, - E. I I 1
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SUt1ECT
' 111 P s / , D - TO RR
1✓� �. O E_TIONS NOTED
t�
_
1. , t e +I I I v /,J o', Iany'fornission •
Hv 1 # tri N,� I.7� 7. (lvl�i S� to
�• / X V /� ( , r It• �.N •n•f •uthnii:e. •r • r r•
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11
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y y OPTIo►1hL
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I 1 _ Ir1y'TA I. CODES AND STANDARDS b� 1 1 I C IT1 1{ I/ I
I�1�o Goy �e>L -- q- .. (/� GIS YID, ,L. %p-, _r1 0 ; o {,
11 Illfl 1_ r 1 30 6Ft(v I E / it ��-i
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Building Permit Number: D3 -aa 79
Owner Name: 60AJ— tAh
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 CHECKED BELOW
ElYour 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 atotal
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: 0.3 --a.2 79
Owner Name:
0 Parcel lies within the State Responsibility Area (SRA). Comply with attached
requirements.
0 Fire sprinklers are required in this structure.
0 The following parcel map requirements shall be met:
All structures and equipment including overhangs shall be clear of all easements.
A setback of _�L feet from the side and �50 feet from the rear property lines and 20
feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of
structures and equipment except for a 2 foot overhang.
Expansive soil may be encountered on this site. This condition may require the
foundation to be designed by a California registered engineer or licensed architect.
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