HomeMy WebLinkAbout064-560-04164-56-41
Delores Zamojcin
115 Racine Cir., lot 118, PPYh10, Magali,
contr: Marvin R. Anderson, Paradise
Permit #2129-77P,E(util., lJ
ELEC. -2-a-2 — Z,0 A 7 7/77
GAS iv ,> A -e_
SUPPORT STRUCWRE REQ, ovo
COMPACTION TEST REQ. /V�
` �64-56-41
ContrPermit
: Chico MH Ser 117177
Permit ##3202-77MfiI
Issued_ 7177
64-56-41
Permit #1429-79B(new -2- covered
decks/MH) 4
064-560-041' 03-0588
BATTIATO, SETH , r I +
14147 RACINE CIRCLE, MAG �r4
CONT: CHICO MHS _� _6
EX MH PERM FND EX SITE
0
L"1
1
1
j
s
�
i
RECORDING REQUESTED BY:
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE CA 95965
COPY of Document Recorded
02 -Clay -2003 2003-0028362
Has not been compared with
original
BUTTE COUNTY RECORDER
SPACE ABOVE THIS LINE FOR RECORDER USE ONLY
NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH,
INSTALLATION ON A FOUNDATION SYSTEM
Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code
Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit
described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document
shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to
its contents to all persons thereafter dealing with the real property.
SETH BATTIATO
REAL PROPERTY OWNER/LESSOR
14147 RACINE CIRCLE
MAILING ADDRESS
MAGALIA BUTTE CA 95954 .
CITY COUNTY STATE ZIP
SAME
INSTALLATION MAILING ADDRESS, IF DIFFERENT
SAME
CITY COUNTY STATE ZIP
SAME
UNIT OWNER (if also property owner, write -SAME')
SAME
MAILING ADDRESS
COUNTY'---_._._._.._..._ STATE_ ..._............. . ZIP..
UNIT DESCRIPTION
BUTTE COUNTY BUILDING DIVISION
LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY
7 COUNTY CENTER DRIVE
MAILING ADDRESS
OROVILLE BUTTE CA 95965
CITY COUNTY STATE ZIP
03-0588 530 538-7541
BUn D G N0. j TELEP=/0,3
LIGNATORE OF LOCAL AGEN FFI ATE
NONE
DEALER NAME (if not a dealer sale, write 'NONE")
NONE
DEALER LICENSE NO.
GOLDEN WEST 1977 CALYPSO/ LAB8648
MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEtNUMBER
61697A/B 60'X 24' CAL050867 / 005868
SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S)
REAL PROPERTY LEGAL. DESCRIPTION _ ASSESSORS PARCEL NUMBER AP # 064-560-041
SEE ATTACHED
HCD FORM 433(A) REV. 8/91
WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept.
r
BUILDING PERMIT NUMBER: 03-0588
Address or location of unity 14147 RACINE CIRCLE, MAGALIA CA 95954
Legal Description of Real Property: AP # 064-560-041
SEE ATTACHED
(x) Mobil ehome/Manufactured Home
O Commercial Coach
Has been affixed to the real property above by installation on a foundation system
pursuant to Health and Safety Code Section 18551.
Owner's name: SETH BATTIATO
Owner's address: 14147 RACINE CIRCLE, MAGALIA CA 95954
INSIGNIA OR_HUD NLTMBER:CAL0.50.86.7_/_005868
SERIAL NUMBER OR V.I.N.: 61697A/13
MANUFACTURER'S NAME: GOLDEN WEST YEAR: 1977
OFFICIAL APPROVING INSTALLATIONS 1r1V111f2nL1111P6,'a,7x
v
DATE: 5-1-03
PHONE: (530) 538-7541
H.C.D. 513C
02/26/03 13:13 GOLD COUNTRY LENDERS 530 695 1774 NO.242 D03
i
Order NO. 302653
PARCEL A
Lot 118, as shown on that cartain Map antitled, "Paradise Pines unit Flo. I W. filed In
the
Ook 3t}oof Maps, County f�aRecorder l
o MIG
and 1y, Californla, on Novemoer 19, 1970.
in
4.
EXCEPTING THEREFROM ell minerals, oil, gas, a8phaltNm and Other nt+drocarbon
substances, With provision that any and all''minIng operations shall be done from oriflees
outside the surface Brea of the land described herein, and that no damage shall be done
to the surface of sold 14110.
PARCEL B'
A non•exolvaiVs easement over Lots A and 9► 1'25,127 and 16r7 (tire common Areas) of
said Paradise Pines Unit No. 10 and the lots dosign®ted for common anG recreatlon
areas is deBCrined in the Gealarstlon of Annoxatron for Units IV, VI, VIII, X, XI, Xh. X/11
and XIV.
Assessor's Parcel Na, 064-580-041
yo$c�lprsoa: Autts,C� mak-YBas.Aaass �OpY.46i75 Pagr�.• 2 of 2
can tse nu WAI xN Nnm a-'trin F ati i adddd 3'11 T 1 :.1I13a l d 60: DT F-0/9z/z0
02/26/03 13:13 GOLD COUNTRY LENDEYS -) 530 695 1774
NO. 242 904
DEPARTMENT OF WOUSINO AND itOMMUN1TY E76A.I.OPMENT
51N0."
:
8fiA•I•rtofQd••,�rS�•n�tdn
• 1 ,:
• .. • ::•:
r Title Seared
Dsa. Printed ; 02110/MOS
Decal # LASWO Use Code:
SFD
Manufaetrmer: CsOLDEN WEST Original Price Code:
AFF
Tradename: CALYPSO Rating Year,
ModeL Tax Type:
LPT
Manufaetumd Date: DO/ODI1977 Last ILT Amount:
Rexistrati on Exp: Date ILT Fee Paid:
First Sold On: 07/D7AM ILT Exemption:
NONE
Serial Number HUD Label / Insignia Length
Width
61691 A CAL050967 60'
12'
61697B CAL005869 60'
12'
Record Conditions: PPF Fxwot
Registered Owner:.
SM BATTIATO
14147 RACINE CRCLL
MAGALIA, CA 95954
L M Title mate: 1044/Ml
LjpA ROD mrd; 10/24/2001
WelTroosterlefo: "c6 S20,000.0 T nt 4'acred on 10105 7001
Situs Address:
14147 RACINE Clic
MAOALIA, CA 95954-9.603
Sits County; BUTTE
;Legal Ownw.
21 ST CENTURY MORTGAUE '
PO RO7t 411
KNOXVILLE/, TN 37901
Lion Perfected Ont 1o116J2 106:53:21
Inactive DeUVDMV:
DMV sD 1725, DMV SF1225, DMV SF1226
Title Searches:
FIDELITY NAU TITLE CO
6141 C$NTEt ST
PARADISE, CA 95969
Tide File No: 304615 -AB
FIDELPPY NATL TITLE CO
6141 CENTER ST
PARADISE, CA 95969
Title File No: 304612 -AB
*** END OF''TITLE SEARCH •*'
.i7OA T?C-Pini NSI A61Nnoo aim F asi( did 3-1111 11I'13QId 62:bi £0/9z/z0,-
02/26/03 13:13 GOLD COUNTRY LENDERS 4 530 895 1W4 NO.242 1;02
;0(m1 ml; $SdUEM® WY--
r%mWy NetiQnel rift C.arnpsny of
callfotnie
egnow No. 30063 -WC
Tear rnftift. oososesa
Wbet► Raeorded Md pecu►e CM
and Tax 8WWt+7eet to:
Mr. Setif BaEdato
14 147 Racine Chola
Magasa, CA • 96954
OfffeuvdW pa
g Ro ordt 1 t X 6td.5O
RJ�ORI�
Rv oit! I
HI e °"ac
lt i
-mi C', qe I of e
GRANT DEF®
oc'Y s-1�6 0lyl
The vole9damui pranuft) docloretei
Ooou m mnr Vm6fer talc Is $60,64
I X ) computed on full value of ataperty conveyed, or
J reseed Ar value loss
volva of of UtdnIlena or anaumbrances rernalniN et time of safe,
FGR A VAUTABU CONSIDERATION• reeelpt of W" Is hwg* @*nowledpd: Joyce Molbdav, A Widow
hereby GRANTl51 W Seth Battiato, An VainarAed Man
the hRowft do=W 904 PPP" in *g *W e$ ,mo Vorated
County at Sum, 9tm of Colltornist
SEE EXHIBIT ONE ATTACHED FIEKTO AND MADE A PART HEMOF
UA'rEb; October 2. 2001
ST*0FFCO
ON before ma,
ereonelfv e�ppee>xd
per90nelh► lnnown to rine lot proveid to ma an 1ha l►9ft
of set%fastoty evidenael to be the Pars;on(sl whose
-40- e(e) Islars Wboribed to the within instrume41 and
acknowledged to me thet helsho)tllsy OmOwmd th®
same in hfalherldWk authofked CaPeclty(Wl, end that
py Nism&A:lreir alpneture(s) en the I nstrurrwnt she
petson(e), of the entity upon behalf of which the
por8on(gl acW, executed the Instr~t,
Wftnass mY hand endo 'el 6
bh YMOY C&ER
QComm flzmw
wmw pwmALA s
MAIL TAX STATIMUNTS AS tXRECTW AWWE
iop-213 ftv Ilse GRANT DUD
Desarapticn: autZ:a,Ca 2001.4609 Sagan 1 of 2
order: stove Carat:
7m t>C•fntl N31 ANiNnco Tm@ F 3SIC11d8dd 3 u A.0'13QI9 60: C71 £0/9220
0226103 13:13 GOLD COUNTRY LENDERS 530 895 1774 NO.242 D03
Order No. 302653
EXHIBIT "OTE"
PARCEL A. -
Lot
Lot 11$, as shown 4n that certain Map entitled, "Paradise Pines Unit No. 10". filed In
(n BOOK Off" of
Maps, County P A®ls? Recorder
ofWit
end County, California, on Novemw 19, 1970.
EXCEPTiN10 THEREFROM all minerals, oil, gas, asphaltum and other hydrocarbon
substances, with provision that any and all mining operations shall be done from orifices
outside the surface area of the lard d®scribed herein, and that no damage shall be done
to the surface of said lend.
PARCR B!
A non•excluslV8 easement over Lots A and $► 125,127 and 167 (the common Areas) of
said Paredise Pines Unit NO. 10 and the lots designated for common and recreation
areas as descrl0ed in the Oeclar&tlon of Annexation for Units IV, VI, VIII, X. XI, XII, X111
and XIV.
Assessor's Parodi Na: 064.5606041
�SCFip�lon: 8►tt:Le,C& D0me-YeSx.A0&= 2001.46115 Page: 2 of 2
2rder: ateve CommiM d
gym., T sc • nk, Nan xw wnm a" Irm -a71 t 1
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION _
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 /P RSI T N
- PERMIT
DO 96
(Rev.=:jw APPLICATION ANS PERMIT
ASSESSOR PARCEL NUMBER
-'A A41
ZONING
BUILDING PERMIT
V
o NER
SM
TELEPHONE
SO. FT. OCC. BUILDING VALUATION
440 R 7 60.
. OWNERS MAILING ADDRESS ,
4 RACINF CIRCLE, MAGALIA,A 9_5954
CONTRACTORS NAME
COMR SERVICES
TELEPHONE
1895-1774
CONTRACTORS MAILING ADDRESS
PQ BOX A0 t —41 -
CONSTRUCTION LENDER
[Fireplace
LENDERS MAILING ADDRESS
Total Valuation $
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee $ 20.00
Permit Fee 540,512 $ 270.25
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $ 93,00
BUILDINGADDRESS
14147 i2ACINE CIRCLE. I+AGALIA
Energy Plan Checking Fee $
PERMIT FEE $ . ZS
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT Fling Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome:O( Other
SPECIFY
Each Trap 7.00
-
Solar or heat um water heater 23.00
Water piping 15.00
Each as water heater or vent 15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other M°7 -X
Describe Work: EX MH ON PERM Fr1D
Gas piping system 1 - 5 outlets 15.00
Building sewer 15.00
Mobile Home I S I G I W @20.00
PERMIT FEE $ 35.00
ELECTRICAL PERMIT Fling Fee 20.00
6000 R LES
Main Service ZDDA 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.FOWER
License Class (-�/ a% Lic. No. �Y 5 //1�
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
Main Service 200A TO LDDOA 46.00
NEW CONST. DWELLING OCCUP. so
OR ADDNS. ( & ACC. BLDS. 3.50FT.
MULTI- UTLETCITS @7,50
p�°SIpT O
APPARATUS -
8 SINGLE OUTLET CIR.
EX. OCCU OUTLET OR FOLTUREs @ .50
BA0 Q .00
Ex. Occup.ouTLEEDrsA ALsID,°En 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PRE—INSPECTION
PERMIT FEE S
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 -insure' workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
O" 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
w6fkers' compensation provisions of section 3700 of the Labor Code, I shall
\ forthwifh,comply with those ✓pns.
r (�
X�__ Date Q ' d
Signature of Applicant - ❑ Owner - Contractor ❑ Agent,,
An/OSHA permit is required for excavations over 60" deep and demolition or construction
ofrstru tures over 3 stories in height.
MECHANICAL PERMIT Filing Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEE,S
Mobile Home Installation Fee I's
Energy Inspection Fee $
occ CONST. TYPE
TOTAL FEE $ 348.25
HA2
D FEES IMP
"`""
FLOOD
"
CDF
PARCEL
'"""�"
PID
""
HD
ISSU
This permit is hereby issued under the applicable provisions
of the Butte CountyCode and/or Resolutions to do work
indicated above for which fees have been paid.
;
By Dat
1 t(✓ fl
,
PERMIT EXPIRES ON
Defe
Receipt No. �i%
�7� /�7� ���"'S
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
NOTES
PERMIT NO.
RESIDENTIAL _
f064-560-041. 03-0588
BATTIATO, SETH
14147 RACINE CIRCLE, MAGALIA '
CONT: CHICO MHS
EX MH PERM FND EX SITE
1
i
--!'HE HCD FORM 433A FOR THIS MH CANNOT BE
RECORDED UNTIL ONE OF THE FOLLOWING HAS
BEEN TURNED IN TO THE BUILDING DIVISION:
(1) LICENSE PLATES) OR DECAL (THE
INSPECTOR MUST RETREIVE).
(2) STATEMENT OF FACTS (ONLY ON NEW
MH S).
INSPECTOR TO VERIFY SERIAL & LABEL #'S.
11 SPECIAL CONDITIONS 11
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
JOB FINALED (Date) • o 3
Signature
o�,C
CHECKED
BY
J=OK
0 = Not OK
- = Not Applicable
. =Not Ready
MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
Date POOLS (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
Setbacks -Easements
2. Soils; Special MH Support Sketch
Soils; Compaction -Structure Stability
3. Sewer; Location -Test -Fall -C/O -Concrete
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4. Water; Location -Test -Easement Needed (Sketch)
Elec.; Receptacles and Lighting, Distance-GFI
5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
Elec.; Pool Lighting; 15 Volts-GFI
6. Gas; Location -Test -Wrap;-/ P' L 'ft.
/ P Nat. or/ /" L "ft./ P LPG
7. Well Clearance & Disconnect
8. Utility Clearance
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Footings; Size -Spacing -Marriage Line
3. Gas; MH Test -Demand -Valve -Connector
4. Electricity; MH Test -Crossovers -Breakers -Clearances
5. Drain; MH Test -Fall -Flex Connector
6. Water; MH Test -Regulator -Connector
7. Water and Sewer Connected -C/O to Grade -HD Approval
8. Gas and Electricity Tagged
9. Tie Downs -Type -Installation Cert.
10. Exits; Insp.-Sketch
11. Cert. of Occupancy
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
PERMANENT END SYSTEM (ONLY)
1. Zoning Requirements -Setbacks -Easements
2. Fo tings; Siz -Spa ing-Marriage Line
locking p M
4. -Gas; MH Test -Demand -Valve
5. Electricity; MH Test
6. Water; MH Test
ater and Sewer Connected
8. Gas and Electricity Tagged
9. Exits
10. Lic2nse Decals
erify #'s with Office
Date S (
Date
3 Card B-1 de�) Date Card B-1
Card B-1 Date Card B-1
A c A L_ C95Oe'(i1 :k' e
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts- Beams- Rftrs-Connectors
Shthg-Frg-Bracing
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Electric
8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh .
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
12. Braced Wall Panels
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date POOLS (Plans) OK except #'s
1.
Setbacks -Easements
2.
Soils; Compaction -Structure Stability
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4.
Elec.; Receptacles and Lighting, Distance-GFI
5.
Elec.; Pool Lighting; 15 Volts-GFI
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes-Enclosures-Panelboards-Ins. to Main Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
11. Light Niche
12. Enclosure; Fencing -Alarms
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
J=OK
= Not OK
- =Not Applicable
. = Not Ready '
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
RESIDENTIAL
Date
UNDERFLOOR (Plans) OK except #'s
Card B-1 Date Card B-1
1.
Zoning -Setbacks -Easements -Flood -Slope
Card B-1 Date Card B-1
2.
Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
51.
3.
Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
18.
4.
Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth
19. D.W.V.; Test Fittings & Anchor -Nail Protection
5.
Stemwalls, Main; Steel-Blockouts-Wrapped
Shower Pan; Test, First Floor -Tub Access
6.
Stemwalls, Garage; Steel-Blockouts-Wrapped
Test Tub & Shower, Second Floor -Tub Access
6a.
Hold Downs and Special Anchors
Gas Pipe; Sixe & Anchors
7.
Slab, Steel -Wrapped
Fire Sprinkler; Test '
8. Piers -Fireplace Ftg.-Steel
Brace Interior/Exterior Wall Panels
9.
D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
Card B-1 Date Card B-1
10.
UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test
Comments at Final:
11.
Water Pipe; Test -Anchors -Regulator -Service Test
ELECTRICAL (Permit) OK except #'s
12.
Electric Underground
Fixture & Transformer Clearance -Ins. Protection
13.
Plenums & Ducts; Clearance -Material -Support -Ins.
Elec. Receptacles Spacing -Lights & Switches at Doors
14.
Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
Size Boxes & No. of Conductors Stapled
15.
Access & Ventilation
Romex Installed Close to Edge of Studs & C.J.
16.
Insulation
(Single & Duplex)
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 -Y -
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 Caos
82.
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Date FRAMING (Continued)
Date
Hangers -Post Caps -Anchors -Connectors
Card B-1 Date Card B-1
Date
49.
Card B-1 Date Card B-1
Date
PLUMBING (Permit) OK except #'s
51.
17. Water Htr.; Vent -Access -Combustion Air Baffle
52.
18.
Water Pipe; Test & Anchor -Nail Protection
Property Line Firewall & Openings
19. D.W.V.; Test Fittings & Anchor -Nail Protection
55.
20.
Shower Pan; Test, First Floor -Tub Access
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
21.
Test Tub & Shower, Second Floor -Tub Access
58.
22.
Gas Pipe; Sixe & Anchors
Glazing Area -Glass Protection -Skylights -Plastic
23.
Fire Sprinkler; Test '
61.
Brace Interior/Exterior Wall Panels
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Card B-1 Date Card B-1
Date
Comments at Final:
Card B-1 Date Card B-1
Date
ELECTRICAL (Permit) OK except #'s
24.
Fixture & Transformer Clearance -Ins. Protection
25.
Elec. Receptacles Spacing -Lights & Switches at Doors
26.
Size Boxes & No. of Conductors Stapled
27:
Romex Installed Close to Edge of Studs & C.J.
28.
Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
29.
2 Appliance Circuits in Kitchen & Conductor Size GFI
30.
Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al
31.
Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or All
Insulated Neutral O Yes O No
32.
Service -Riser Conductors & Ground Main Disconnect
33.
Equip. Clearances Panels-Motors-Mech. Equip.
34.
Clothes Closet Light -Shower Light -Spa Light
35.
Smoke Detector
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MECHANICAL (Permit) OK except #'s
36.
A.C. Ducts Insulation & Support
37.
Vent Fan, Exhaust above insulation
38.
Condensate Drain & Overflow, Size & Grade
39.
Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet
40.
Attic Access & Platform if Furnace in Attic
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FRAMING (Permit) OK except #'s
41.
Sills Proper Materials & Anchors
42.
Walls Studs -Nailing Spacing & Braces -Plates -Sound
43.
Bearing Walls over Girders & Floor Nailing
44.
Draft Stop in Walls (rat proof)
45.
Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
46.
Headers & Beams -Size & Bearing
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 -Y -
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 Caos
82.
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
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 -Y -
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 Caos
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:
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541
(Rev.S 96) APPLICATION AND PERMIT
ASSESSOR PARCEL NUMBER
4-560-041
ZONING
BUILDING PERMIT
o R
IATTT
TELEPHONE
SQ. FT. OCC. BUILDING VALUATION
1440 R 77,760,
. OWNER'S MAILING AD RESS
CONTRACTOR'S NAME
CHIM MH SERVICES
TELEPHONE
1895-1774
CONTRACTORS MAILING ADDRESS
pn Fm ZL1 91 ICTITIC0, CA 95997-4191
CONSTRUCTION LENDER
Fireplace
LENDER'S MAILING ADDRESS
Total Valuation $
ARCHITECT OR ENGINEER -
UCENSE NO.
—Filing Fee
$ 20.00
Permit Fee
$
970-99
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee
$ 91-00
BUILDING ADDRESS
14147 RACINE CIRCLE MAGALIA
Energy Plan Checking Fee
$
$
PERMIT FEE
$ 111- 29
LAT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Fling Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome XK Other
SPECIFY
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15.00 is 00
Each as water heater or vent
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Ulilifies ❑ Installation ❑ Other IWC
Describe Work: EX MR ON PERM FMD
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home S G W
@20.00
PERMIT FEE
$ 5.00
ELECTRICAL PERMIT
Fling Fee 20.00
800VOR LES
Main Service OA OR LEESS
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is i fu lr� force and effect.
License Class V Lic. No. Ly -(U,(/3
O NER-BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
Main Service 200A TO 1000A46.00
NEW CONST. DWELLING OCCUP.
OR ADDNS. ( a ACC. S.
SO
3.5QFT;
NEW CONST. MULTI -OUTLET
NO..ESID.
@7.50
FowER APPARATUS
a SINGLE OUTLET CIR.
Ex. Occup. OUTLET OR FDCTURES
20 @ I'�
BAL @ ,50
FIX
Ex. Occup. oiniFis R Ip °QA.
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PRE_ INSPECITON
PERMIT FEE
t
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
Compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation Insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Policy Number
e above sections need not be completed if the permit is for work of a valuation
one hundred dollars ($100) or less.) .
0/11c"rtify that in the performance of the work for which this permit is issued, I shallTOTAL
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
or s' compensation provisions of section 3700 of the Labor Code, I shall
f hwi comply with those provisi 'ns.
X Date
Si ature o Applicant - ❑ Owner BContractor ❑ Agent
A OSH permit is required for excavations over 60" deep and demolition or construction
o struc res over 3 stories in height.
MECHANICAL PERMIT
Fling Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEE $
Mobile Home Installation Fee $
Energy Inspection Fee $
occ
CONST. TYPE
FEE $ 348.25
HAZ. p, FEES IMP FLOOD
_
CDF
PARCEL
PD HD
ISSUE
This per it is hereby issued under
of the utte County Code and/or
indic ed above for which fees have
/`
By `�
PERMIT EXPIRES ON
the applicable provisions
Resolutions to do work
been paid.
/� ��
/ate
l 44
(Dt")
eceiptNo. 6
WHITE-D.D.S.-B.D. CA A Y -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
rj � ..- y. , r a.'..rw.., ..�r cvw•so.ns 7'+cr tr . � .,� s - ti r ..M„r�
COUNTY,, OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
` 7 County Center/Drive, Oroville, CA 95965, one (530)538-7541 Fax (530)538-2140
PERMIT APPLICAT16IN DATA SHEET
�.
i - y -C oy
S�. ��.
OWNER: � ► ASSESSO• �. ARCELNUMBER
Proposed Building Use: �/` S� t /4 %i �%�r"1'1 fl Counter Technician: tr— Date: 2,y24 f -
Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply.
C9/ 11.. 'lot plans, 3 or 4 sets, signed by the preparer of the plans.
C7/2 Complete plans, 3 or 4 sets, signed by the preparer of the plans."
❑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 instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or
foundation plans, all in duplicate.
❑ T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate.
(D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer.
Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be
indexed and returned to the plan review line-up when required items are received.
Date Received By
❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................
❑ 9. Plot plan and business license approval from the City of Biggs ....................................
❑ 10. Letter of intent for non-residential buildings.........................................................
❑ 11. Detached Accessory Building Form filled out by the owner .....................................
❑ 12. Hazardous Material Form...............................................................................
❑ 13. Other ....
Remai *ng items needed to issue the permit. (May require additional plan review upon receipt of the following items.)
14-1iees-as-shown on the attached Schedule of Fees Due Sheet .......................................
❑ 15. Statement of Intent for Non -heated and A/C Buildings .....................
❑ 16. Sanitation and plot 'plan approval from the Environmental Health Department in
❑ 17. City of Chico Plumbing permit........................................................................
❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ......................
❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check:
❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ...............................
21. croachment Permit for drive'waay fr m the Public Works Deft. (construction approval prior to occupancy).
Pre -Inspection for X 5j �X QC��1 't U • required ................ �,...
❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ?�a
❑ 24. Worker's Compensation Carrier and Policy Number ..............:..............................
❑ 25. Owner -Builder Verification (❑ Given to owner,'❑ Mailed to owner) ..................... rl
❑ 26. Letter of Signature authorization.................................................................... ,
❑ 27. Recorded copy of Agricultural Acknowledgment Statement ....................................
❑ 28. Manufactured home utility clearance ...................
❑ 2 .. Existing violations and/or expired permits ...... ...............................................
❑'�0. Grant Deed, 4M.H. Title/Statement of Fact ❑ Le from Legal Owner, heck to H.C.D
❑ 31. Other:
When issued Telephone and hold for pickup.
I have been i or ed of th above items and requirements'for obtaining a building permit.
Applicant:/ Date: 2 ,
1. Index permit app/ficXired
n for the above items numbered: Plan Check Letter
2. Additional items req
Contractor, designer, owner, was advised of the above data by ❑ phone,,- ❑ mai , ❑ counter, by ate:
Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date:
Plans reviewed by: ,/L.&. Date: z v Plans approved by: t Date: �-
Structural reviewed by: Date: Structural approved by: Date:
Note transfer by: Date:
Yellow: Building Division
Feb 01 02 08:13a P.1'.
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
.I 7 County Center Drive • Oroville, California 95965 • Telephone(53 538-7541
(Rev. 12/96) 'APPLICATION AND PERMIT
ASSESSOR PARCEL NUMBER _ ZONING BUILDING PERMIT
OWNER` �" • (O ' TELEPHONE
SO. FT. OCC. BUILDING VALUATION
LOT NO. I SUBDIVISIONS NAME PARCEL MAP pLUMI
' USEOFSTRUCTURE Each Trap
Soler or heat
SF ❑ Duplex ❑ Mobilehome ❑ _ Other Water piping
ePECIFY Each gas we
TYPE OF WORK Gas piping
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑e Other ❑ h S( Building sew
YISI
Describe Work: M�X SsMobile Home
k) n-elAlill In s
�__, _
"PERAUT FEE PA2b
SRS
SHERIFF
OTHER .
AIA6UW RECIIEMb
"RECU111111;T NV"M �1
-*.To iE W nao COwvm
$
$
20.00
o. a ;2;2
15.00
co"CTORt NAME • TE /
200A OR LESS
O
COM Oil MA1 ADO` ESs ' •�� ^�
:ing Fee
$
CONSTRUCTION LEND ER
_
PERMIT FEE
', LENDER'S MAILING ADDRESS
Fireplace
Total Valuation
ARCHITECT OR ENGINEER
LICENSE NO. I
Filing Fee
7.00
ARCHTECT OR ENGINEERS MAKING ADDRESS _
_
BUILDING ADDRESS
H1 � � � (Y 1�
Permit Fee
Plan Checkin F
Energy Plan Chi
LOT NO. I SUBDIVISIONS NAME PARCEL MAP pLUMI
' USEOFSTRUCTURE Each Trap
Soler or heat
SF ❑ Duplex ❑ Mobilehome ❑ _ Other Water piping
ePECIFY Each gas we
TYPE OF WORK Gas piping
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑e Other ❑ h S( Building sew
YISI
Describe Work: M�X SsMobile Home
k) n-elAlill In s
�__, _
"PERAUT FEE PA2b
SRS
SHERIFF
OTHER .
AIA6UW RECIIEMb
"RECU111111;T NV"M �1
-*.To iE W nao COwvm
$
$
20.00
o. a ;2;2
15.00
70•2_5
200A OR LESS
$_
15.001
:ing Fee
$
_
PERMIT FEE
$
$
_
•
PERMIT
Fling Fee 20.00
7.00
water heater 23.00
15.00 /SQ
ter or vent
15.00
- 5 outlets15.00
200A OR LESS
Main Se ICe
15.001
GI W1 1
@20.001
tx. OCCUp, t OUTLET OR
FIXED
FAL. Occup. ( UTLM PP
oun.Ero to
Temporary Service
Mobile Home Facilities
Misc. Wiring
(10 _ 1/1-kal
� Iw
ng Fee 20.00
23.00
46.00
3.5QF°:i
@7.501
0 0 I.00
LL 9 .50
5.00
23.00
20.00
23.00
PERMIT FEE i
MECHANICAL PERMIT I Filing Fee 1 20.00
6.50
PERMIT FEE
Mobile Home Installation Fee $
Energy Inspection Fee $
occ CONST.NK TOTAL FEE $
NAZ. 1 D. fEESIMP FLOOD CLF PARCEL I FO 1HD ISSUE
This permit is hereby issued under the applicable pro'visions "
of the Butte' County Code and/or Resolutions to do work
indicated above for which fees have been --paid.
By Date
ReceiplNo. PERMIT EXPIRES ON
WHITE-D.O.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
ere --••
ELECTRICAL PERMIT
Main ervice"
V oR tEss
200A OR LESS
Main Se ICe
200A TO 1000A
NEW CONST. /
DWELLING OCCUP.
tx. OCCUp, t OUTLET OR
FIXED
FAL. Occup. ( UTLM PP
oun.Ero to
Temporary Service
Mobile Home Facilities
Misc. Wiring
(10 _ 1/1-kal
� Iw
ng Fee 20.00
23.00
46.00
3.5QF°:i
@7.501
0 0 I.00
LL 9 .50
5.00
23.00
20.00
23.00
PERMIT FEE i
MECHANICAL PERMIT I Filing Fee 1 20.00
6.50
PERMIT FEE
Mobile Home Installation Fee $
Energy Inspection Fee $
occ CONST.NK TOTAL FEE $
NAZ. 1 D. fEESIMP FLOOD CLF PARCEL I FO 1HD ISSUE
This permit is hereby issued under the applicable pro'visions "
of the Butte' County Code and/or Resolutions to do work
indicated above for which fees have been --paid.
By Date
ReceiplNo. PERMIT EXPIRES ON
WHITE-D.O.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
ere --••
PRE -INSPECTION OR,T
�AT'E:
4
g� t
r w,, �. �; ~P #
LOCATION: qlq-7 &elv e-
11A f ` KING:
-ZO 1
CONTRACTOR:/� `C
PRE-INSPETION FOR
DATE TO INSPECTOR: PERMIT HISTORY:( ) NONE P41FOLLOWS:
BUILDING INSPECTOR'S REPORT
Building Description:
Comme rcialmsage:
ResidendaY# of Units:
Currently Occupied
Abandoned/Vacant
Electrk:
Yes %/ No 1 Electric currently On Off
Condition of Electric
Gas:
Natural Propane None Currently On Off
Obvious Problems:
Sanitation:
Plumbing Working
Well Working _ Potable Water
Obvious SewageProblems
Comments:
ACTION RECOMMEND ISSUE: HOLD FOR
Inspecto
y�
Date 03
Sketch buildings on reverse and indicate location on proper'
Feb 01 02 08:13a - P. 1
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (53 538-7541 n����
Rev. 12/96) APPLICATION AND PERMIT (J
AsSeSSORPARCEL NUMSEAyt, _ o zo�Na
1(.! ' BUILDING PERMIT
OV�NEAC ..4-'' • _ "! TELEPHONE
SQ. FT. OCC. I BUILDING VALUATION
Ow
COM CSOR'S NAME
croNr o Iq�J MAIC D 'S9 �l -2 ill L
CONSTRUCTION LENDER
O LENDERS MAILING ADDRESS
ARCHITECT OR ENGINEER
ARCHITECT OR ENGINEERS MAIJNG ADDRESS
-BUILDING . AonaEss
HI
LOTNO. I SUa0NISIONSNAME
USEOFSTRUCTURE Each Trap
Solar or heat pump water heater
SF ❑ Duplex ❑ Mobilehome ❑ Other Water piping
ePEclFv Each as water heater or vent
TYPE OF WORK Gas piping system t - 5 outlets
New ❑ Addition ❑Reemodel ❑ Utilities ❑ Isialltion ❑ Other ❑ Buildingsewer
Describe Work: ex
X l5fi h�j SI _ Mobile Home 13 1 131 W
oY1 t�I t°tl/VIC m PIn-FDiayl���7rn.I
"PBtAIT FEE PAXb
SRA
SHER2FF
OTHER -
AMOVNT RECEMb
�8
•aEcwr NVAM � -� v
.• To " IV1' sNTO COMM
20.00
,7 O.'ZS
•iling Fee 20.00
7.00
23.00
15.001
15.00
15.00
1 5.00
020.00
PERMIT FEE
LICENSE N0.
Total Valuation is "r '
Filing Fee $
Main Aervice OOOv OR LESS
aooAORtEss
Permit Fee 59 0, Q ;
a
64-56-41
Delores Zamojcin 0
115 Racine Cir., lot 118, PPS#10, Magali
contr: Marvin R. Anderson, Paradise
Permit #2129-77P,E(util.,
ELEC. _ yZ. z7, A
GAS
SUPPORT STRUODURE REQ, dv o
,COMPACTION TEST REQ.
64-56-41
Contr: Chico MH Ser 6�/
Permit #3202-77MHI -11717,F
Issued��/> 7
64-56-41
Permit #1429-79B(new -2- covered
decks/MH) v
064- 065 041 03-0588
BATTIATO, SETH
14147 RACINE CIRCLE, MAGALIA
CONT: CHICO MHS
EX MH PERM FND EX SITE
v
4
�
APPRO4ED
C"Q
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
3
4
5&5a'
6
7, 7A, 7B & 7C
889
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
ib]
COMPONENT PARTS AVAILABLE UPON REQUEST
Foundation System
Release Date 8/13/2001
Engineer Approval
— = - SS"0't
m�
P3 2011
.,
18551
ED
SUBJECT TO CORRECTIONS NOTED
APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY
OMISSIONS OR DEVIATION FROM REQUIREMEM OF
APPLICABLE STATE LAWS AND REGULATIoi:S
State of California
Department of Housing and Community Developreit
Drn c nND STANDARDS
By -1 -/O -O /
(sign u.)
SPANO. 99 — IF
For Further Information
TIE DOWN ENGINEERING
5901 Wheaton Drive
Atlanta, GA 30336
404-344-0000
FAX 404-349-0401
www.tiedown.com
r
Tie Down Engineering, Inc.
VECTOR DYNAMICS INSTALLATION INSTRUCTIONS
Introduction
These instructions describe the proper use of the 'Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional
installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation
Video.
The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II &
III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec-
tion homes. Instructions for Class 5, Sub Soil Conditions, end 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 Bier & anchoring requirements The following characteristics apply to both single and mufti section homes:
• Main rail minimum spacing of 86 inches or greater.
• Nominal 8 foot or less top plate height at side walls.
• Main rail depth of 12 inches or less.
• Maximum roof slope of 20 degrees (4.4 in. in 12 in.)
• Maximum pier height under main rail of 56 inches (see page 3).
WIND ZONE I
• Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home.
• Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home.
• Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home.
WIND ZONE 11
• Maximum single section home width is 15 ft. including eaves, maximum eave width is 6" per side.
• Maximum single section home width of 16 ft. including eaves must use two additional vertical ties/
anchorststabilizer plates (one per side) as listed in the charts on page 15.
• Maximum double section home width including eaves 32 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
4
.T
56 i
ma
Maximum Pier Height (Wind Zones I & II only Figure 7
The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches
under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location
in Wind Zone II, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers
must be constructed in accordance with the manufacturer's installation instructions and/or state requirements.
The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check
with the most recent regulations in your state.
56 ii
ma)
Unequal Pier Heights ( Wind Zones I & II only rIyure --
5 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. t�Aooi
Page 3 California
GENERAL INSTALLATION INSTRUCTIONS
SITE PREPARATION
It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or
flowing beneath the home. See manufacturer's home installation manual and state requirements for grading
and other site preparation.
FOOTINGS AND FROST LINES
The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose
vegetation. In areas where frost line/poured footers are required, the Vector system for concrete is used. See
pages 8 & 9.
FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS
Vector Pads must be used in place of conventional foundation pads for each Vector foundation system. Each
(set of) Vector Pad(s) provides two or three square feet of pier bearing support. Vector Systems should be
spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end
of the home. For pier locations in between the Vector Systems, use the foundation pads normally recommended
by the home manufacturer and/or state requirements. Pier heights in excess of 24 inches or when unequal must
follow instructions printed on page 3 of these instructions. Nominal 3-1/2 inch or 4 inch Schedule 40 PVC pipe
or TDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level
ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva-
nized steel compression strut, #59043, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt
and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and
the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the
vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust-
ment bolt is installed through the two square steel compression struts to lock them in place. Foundation pad size
and pier spacing must be consistent with home manufacturers' instructions and/or state requirements.
LUMBER/MOISTURE - TERMITE SHIELD
To cut lumber (2 - 2x4's or 1 - 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.
h
c
Page 4 Califomia 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
TS AND
Brackets to the
recut boards or
rap with hook to
each inside tie bracket. Tighten
bracket. When using looped strap and
a crimp seal, in place of the hook,
place a 3" long section of strap,
folded in half and inserted between
the strap and inside tie bracket. Place
other end of strap over the opposite (-
beam and continue down to outside
of the foundation blocks. Attach the
strap to the Outside Tension brackets
using the slotted bolt and nut
provided: Wind strap a minimum of
five times around the bolt. Continue
tightening the slotted bolt until all
slack has been removed and the
strap is tight.
5. SET ANCHORS
Refer to section home drawings for anchor installation information. Stabilizer plates are required for
diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is
tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 2va 3
only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement. t
Page 5 California 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
c
California x/2001
Vector Dynamics
Metal Pig
For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U -bolts, so that the
board(s) overhangs the Vector pads on each side by about 2'. Outside Tension brackets attach the same. Inside tie brackets mount 'upside down' as
shown in drawing. Metal piers using the Vector system can only be used on level ground installations.
Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing
must be consistent with home manufacturers' installation instructions and/or state requirements.
When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 44 per Vector system) for the center compression section, by measuring center to
center frame distance and adding 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE
TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber
when using metal pier stands.
V -Drive System 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 h d. 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 inc the anchor
head to allow at least five wraps around the slotted bolt. Continue tightening -strap until all slack is out and strap is tight.
Page 6
California 8/2001
Vector Dynamics
Foundation Systems
Component Parts List
Vector System 2000
Kit # 59018
D o t Single piece pads with straps
s
and slotted bolts
O o'
Part #'s included: 59310, 59288, 59135, 10925, 59279, 83O44z, 59232 & 59732
e 4
4 Vector System
4/s Kit # 59007
Imo'
Part #'s included: 59275, 59282, 59276, 83044z & 10999
®® - Concrete Vector System
Kit # 59008
(for single stack blocks)
0
Part #'s included: 59277, 59282, 10530, 83O44z, 59279 & 59232
Part #'s included: 59273, 59282, 10530, 83O44z, 59232 & 59279
Page 7
Concrete Vector System
Kit # 59006
(for double stack blocks)
e
California 8/2001
y
* Vector Dynamics
Foundation Systems Component Parts List
0 0
0
Part.#'s included: 59281, 59288,10925, 59232 & 83044z
Vector 2000 3 Sq. Ft. Pad
Part # 59271
1 required with 59026 Longitudinal System
2 required with 59024 Lateral System
Part #'s included: 59269, 59113, 59282 & 10999
Adjustable Steel
Compression Strut
P/N 59043
Or
these products available
at your local hardware store T
te���e�ceatedl
lP
1 ea. Q
4 01
I ZeaZx ROQVGQ�Q2
� A° ScreaU\e
Vector Lateral Hardware Kit
Kit # 59024
(for use with 59271)
V Drive.Anchor Kit
Kit # 59287 (for use with Kit#59007 only)
A. Schedule 40 PVC pipe: 3-1/2" or 4" nominal
schedule 40 polyvinyl chloride pipe or conduit made
from type 1, grade 1, with cell classification 12454
as defined in ASTM D1784. Compound dimensions
and tolerances in accordance to the requirements of
ASTM D1785D. Color can be gray or white. Outside
diameter is 4 inches.
B. Ground Contact Rated Wood: No. 2 yellow pine or
equivalent, pressure treated to AWPACI-1990 mini-
mum, stamped "Ground Contact Rated" on wood or on
label attached to the wood when purchased.
e
Page 7A California 8/2001
Vector Dynamics individual Component Parts Detail
Vector Dynamics Single Block Pad
Part # 59275 1 Sq. Ft. 12 gauge, used in pairs
16-3/16" X 9" x 2-9/16"
Vector Dynamics 2000 Single Block Pad
Part # 59310 2 Sq. Ft. 12 gauge
18.719" x 15.625" x 3"
Vector Dynamics Single Stack Concrete Pad
Part # 59277 12 gauge
17-1/4" x 11" x 5-5/16"
Vector Dynamics Double Stack Concrete Pad
Part # 59273 12 gauge
18.75" x 18.625" x 5.188"
Vector 2000 3 Sq. Ft. Pad
Part # 59271 - 12 gauge
22.5"x 19.418"x 3"
g��
Vector Dynamics Tension Link
Part # 59282
6.25" x 2.52" x 3"
0 �
Vector 2000 Tension Link
0 Part # 59288
2.125" x 2.375" x 2.06"
O
® Concrete Wedge Anchor
Part # 10530
3/8" X 3-1/2"
Page 713
Slotted Bolt
Part # 59135
�a A 3" x 5/8"
Long U -Bolt w/Nuts & Washers
Part # 83044Z
3/8" x 4" (16 Threads Per Inch)
Short U -Bolt w/Nuts & Washers
Part # 10999
3/8" x 3" (16 Threads Per Inch)
Californ
a Protecto-Strap ACarriage Bolt w/Nut & Washer
o Part #59276 p Part # 10925
6.3" x 3.3" x 7/8" ® 1/2" X 2-1/2"
Strap Protectors oa Protecto-Strap
Part # 59232 Part # 59279
6.3" x 3.9" x 7/8"
0
PVC Adaptor
Part # 59281 ® Carriage Bolt w/Nut & Washer
7.25" x 4/56" x 1.42" Part # 10624
3/8"-16 x 4.5"
Tie Down Marked &
Certified G60 Galvanized Strapping
Model Part # Length
MS35 59150 35'
MS37 59155 37'
Tie Down Marked & MS42 59160 42'
Certified G120 MS60 59165 60'
Strap w/Swivel Connector MS600 59170 600'.
Part # Length
59732 12'
p 59734 14'
o�. 59736 16' Frame Tie w/Hook
0 8 ft. P/N 59195
10 ft. P/N 59210
Earth Anchors 12 ft. P/N 59211
Longer Lengths Available
0
30" x 3/4" with 2-4" helix
Black Paint: Part #59095
Galvanized: Part #59079
Earth Anchor Stabilizer
V Drive Head 12" wide
Part #59269
Black Paint: Part #59292
Galvanized: Part #59294
o VIZ.- Drive Rods
e:: e
® Part #59113
0
rage t u
uanrorrna
Vector Dynamics System
for Concrete Applications
Instructions for Vector Kit #59008 (for single stack blocks)
or Vector Kit #59006 (for single or double stack blocks)
Page 1 of 2
These instructions are an addendum to the standard Vector Dynamics instructions. Read
and follow all applicable instructions and guidelines in the Vector instructions and home
installation manual. The Vector system for concrete pads applies to concrete footers,
runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part
#59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers
must be below the frost line or a minimum of 4" below finished grade whichever is
greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to
accommodate an anchor bolt to its' full load resistance.
1. Determine location of pier sets where the Vector systems will be located.
2. Place one Vector concrete pad (galv. metal) on the concrete where the pier will be
located, centered under the I-beam of the home. Place the upturned edge towards the
center of the home and directed to the opposite Vector pier. Do the same for the opposite
Vector pier.
3. Measure the distance between the two Vector system pads at the base where the Vector
pad meets the concrete. Cut two ground treated 2x4's this length and place between the
piers as shown.
4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown.
5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The
upturned edge end of the Vector pads should be up against the inside of the pier blocks.
6. Build vector piers but do not wedge at this time.
7. Using a concrete drill bit, drill two 3/8" diameter holes on each side into the concrete
using the holes in the Vector pad as a guide. Drill the holes 3 inches deep.
8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up
the holes in the bracket, Vector pad and concrete pad.
Illustration One
'o
Vector pad _
for
eiiv
concret
Concrete
footer Page 8
Wood Cap
and wedge
Outside
Tension
Bracket
Wed e
B �o
California /2001
u
Vector Dynamics System
for Concrete Applications
Instructions for Vector Kit #59008 (for single Stack blocks)
or Vector Kit #5906 (for single or double stack blocks)
Page2of2
9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors provided. The nut should
be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the
wedge end of the bolt into one of the holes, going through the outside tension bracket,
metal Vector pad and into the concrete.
10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt
above concrete is 2".
11. Repeat for the other hole in the outside tension bracket and the two holes on the other
Vector system pier set.
12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the
Vector plate and concrete blocks. Place washers and nuts on each U=bolt. Do not
tighten yet.
13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go
over the opposite pier and down to the outside tension bracket, plus 12 inches for
wrapping the slotted bolt. Repeat for the opposite side.
14. Tighten inside u -bolts at this time.
15. Use the outside tension brackets to remove any space between the outside tension
brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets
with a hammer.
16. Wedge the pier set at this time.
17. Using a 9/1.6" socket wrench, tighten all of the wedge/anchor bolts, securing the outside
tension bracket and Vector pad to the concrete.
18. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with
end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using
at least five turns on the slotted bolts.
Illustration Two
Inside
Tie Bracket
Compression
boards
U -bolt Page 9
Vector pad
for
concrete
Concrete
footer
California 6/2001
n
v
0
7
WIND ZONE I
(not to scale)
Co®
�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
\
WIND ZONE I
Vector Dynamics Systems Required
for Single Section Homes
_
\
(Materials Required)
e
- gtstalta��Onits,i°,
,,,9\e 01 a9en P home
be
Ey'asho`wsnust
Pads
u
-
—
I
WIND ZONE I
(not to scale)
Co®
�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
¥ One Mactor Kit, 2 slotted bolts
tF 2 ea. 1-1/4 in. ties, length will vary with pier height
(4725 Ib. min. break),
Y 1 ea. 4 x 4 pressure treated wood
compression member
V or 2 ea. 2 x 4 pressure treated wood
compression member
Ar or 1 ea. 3-1/2" or 4 nominal SCH 40 PVC
pipe compression member
V or 1 TDE adjustable steel strut
V -Drive anchors
are used only in
WIND ZONE I
(not to scale)
sq. ft. pad/
ma x o•c.1YP
Anchors Required
34 K.
WIND ZONE I
Is
Is practicable along the length of the home. Pier spacing
0 to 72'
must be consistent with home maMaarrers' Installation
Vector Dynamics Systems Required
Instructions andlor state requterrtertts
Maximum allowable working drag load
• or 2 ea. 2 x 4 pressure treated wood
compression member
Single Section Homes
g
compression strut Is 3,150 pounds per
Soil Classifications:
Difficult Soil Conditions
-"
Anchors Required':
"V" Drive Anchor, Part Number 59269
1-1/4" frame ties w/4725 lbs. min. breaking strength.
Sectio of °ys at 9u1de1ines'-
When using "V" Drive Anchors
a
i2 ft sPa°`n9e°t sta��atlon Man
in U
I I
_ a
f al m
EXamp�e gels; be to h°
SV%ONs
y a
, on pads
Foundatt
♦
� 'S�%'°
�! ilk'
� � ' ,' E� �.
5 �• ' "
'�
w "+
2 K• max. tYP•
V -Drive anchors
are used only in
WIND ZONE I
(not to scale)
sq. ft. pad/
Home Length
9
ma x o•c.1YP
Anchors Required
34 K.
NOTE: Vector Systems should be spaced as evenly as
Is
Is practicable along the length of the home. Pier spacing
0 to 72'
must be consistent with home maMaarrers' Installation
3
Instructions andlor state requterrtertts
Maximum allowable working drag load
• or 2 ea. 2 x 4 pressure treated wood
compression member
for the Vector System with the steel
compression strut Is 3,150 pounds per
Soil Classifications:
2 3 the K2 Engineering test report.
Soil Bearing Capacity:
1,000 PSF minimum
Anchors Required':
"V" Drive Anchor, Part Number 59269
1-1/4" frame ties w/4725 lbs. min. breaking strength.
When using "V" Drive Anchors
Home Length
9
Vector Systems
Y
Anchors Required
Each Vector Foundation System requires
• One Vector Kit, 2 "V" Drive Anchors, 4 slotted bolts
Required
Per Side'
• 2 ea. 1-1/4 in. tie, length will vary with pier height
(4725 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' t0 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. 2x4 pressure treated wood for
"V" Drive Anchor connection.
Note: PVC pipe cannot be substituted for wood on the
"V" Drive Anchor connections.
n
O
Metal Pier Sets
.ZONE I
1
Vector Dynamics Systems Required
1
for Single Section Homes Up to 72 ft._
(Materials Required) "" """ on hom erns• u\de\lnes• ,
I
1e Seo\Jeclor 0 manual 9
2 {� g1 a9. n9 for SSallation
e o{ a ra\ t orae 10 ♦ ♦ 1 ,
" EXampshO*S 9eus1 be to h '
1
tion \n9 m
\1lustra and spat
' ♦ \ undat�on pads a - ' ' " _ ` ♦ `
I , o
S
00
N
0
0
\ a, Pi" s,
;3
Soil Classifications: 2, 3, 4A, & 48
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required: 3/4" x 30" with 4" helix anchor (59095)
12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties
Materials: Each Vector Foundation System requires
one Vector Kit, 2 slotted bolts
2 ea. 1-1/4 x 12 ft. ties (4725 Ib. min. break)
1 ea. 4 x 4 wood compression member
or 2 ea. 2 x 4 wood compression member
Home Length
Vector Systems
Required
Anchors Required
Per Side "
0 to 72'
3
2
73' to 90'
4
3
' Anchor and stabilizer plate combination
NOTE: Vector Systems should be
spaced as evenly as is practicable
along the length of the home.
O
O
H
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'
WIND ZONE I
48' to 71'
-' "' ome4 ;yes
Vector Dynamics Systems Required
__--
;-"-btrese�e�nio(`s1ste 0t9%J%
for Double Section Homes
--
- - ""
1
T2 fad Pacxnme°0staUa�tOn �+ \\
\
(Materials Requiredl- -""
a h
9e\JSt be to ° \
SO.
-
.shows
ttlusttat►o SPacir9
cn - ' . _ � ♦ ; \ ♦ \ \.
and
n Pads
"
\ I
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g
1{,
t 9.
� •i T' � �. i.
AA
Maximum allowable working drag load
\
for the Vector System with the steel
compression strut Is 3,150 pounds per,v
1
s NOTE: Vector Systems should be spaced as evenly as
the K2 Engineering test report.
t -
is practicable along the length of the home. Wer spacing
must be consistent with home manufaclOW installation
•
instructions and/or state retiulrenim, s.
O
O
H
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. lies, length will vary with pier height
(4725 Ib. min. break),
• 1 ea. 4 x 4 pressure treated wood
compression member
• or 2 ea. 2 x 4 pressure treated wood
compression member
• or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC
pipe compression member
• or 1 TDE adjustable steel strut
1
00
N
O
0
WIND ZONE 1 -- `
Vector Dynamics Systems Required
bgyUVectOr sYme� et 9�ldelin i \ � \
for Multi Section Homes -'- 9L�fi9 pa�meo, stooklon I, •`
(Materials Required) _a oWgm�Stbet°h I
` Unda%yon Pe I
I po
h V -
I
t i
Soil Classifications: 2, 3, 4A, & 413-
Soil
B Soil Bearing Capacity: 1,000 PSF minimum,
WIND ZONE 1
NOTE: Shear wall, ridge beam support posts &
marriage wall straps & anchors may be required by
the home manufacturer.
Vector, systems should be spaced as evenly as Is
practicable along the length of the home. A two foot
variance + or - Is allowable at each system.Pier
spacing must be consistent with the home Installation
manual.
\2 sq. ft. pad
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. lies (4725 Ib. min. break)
1 ea. 4 x 4 wood compression member
or 2 ea. 2 x 4 wood compression member
or 3-1/2" or 4" nominal SCH40 Pipe
com ression member or 1 TIDE adjustable
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
NOTE: Shear wall, ridge beam support posts &
marriage wall straps & anchors may be required by
the home manufacturer.
Vector, systems should be spaced as evenly as Is
practicable along the length of the home. A two foot
variance + or - Is allowable at each system.Pier
spacing must be consistent with the home Installation
manual.
\2 sq. ft. pad
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. lies (4725 Ib. min. break)
1 ea. 4 x 4 wood compression member
or 2 ea. 2 x 4 wood compression member
or 3-1/2" or 4" nominal SCH40 Pipe
com ression member or 1 TIDE adjustable
steePstrut
I \
\ I \
WIND ZONE II (Hurricane)
Vector. D namics Systems Required
for Single Section Homes hom ems•" %deVMes
(Materials Req 4irQ.d} - "' �t g�n9e EoG�eckaofo�` manual 9u
ar
W �us P
a\9\e�ahome
cs 9t be
at%ona;n9
Ouscand5P
`
nPads�
F oun
s
-
�''""
C7
N
O
a)
WIND ZONE II
(not to scale)
\2 sq. ft. pad/
"NOTE: For single section homes
#j with eaves that exceed 6 Inches
In Zone 2, two additional frame
tie anchors with stabilizer plates
(one anchor and one plate per
side) must be installed In additon
to the number of anchors listed
In the chart below.
Maximum allowable working drag load
for the Vector System with the steel
com resslon strut Is 3,150 pourids per
st report.
Soil Classifications: 2, 3, 4A, & 4B the K2 Englneering to
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required': 30" with 4" helix anchor (59095),
1-1/4" vertical ties w/4725 lbs. min. breaking strength.
Home Length
Vector Systems
Required
Anchors Required
Par Side *
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
2K max.tYP•
VectorSystems should be spaced as evenly as Is
pracllcable along the length of the home. Pier spacing
must be consistent with home manufacturers'
Instructions and/or state requirements,
Each Vector Foundation System requires
• One Vector Kit, 2 slotted bolts
• 2 ea. 1-1/4 in. ties, length will vary with pier
height (4725 Ib. min. break).
• 1 ea. 4 x 4 pressure treated wood
compression member
• or 2 ea. 2 x 4 pressure treated wood
compression member
• or 1 ea. 3-1/2" or 4" nominal
SCH 40 PVC pipe compression
membe ,
• or 1 TDE adjustable steel Strut
WIND ZDNE II -
Vector Dynamics Systems Required home 5.
Ae
for Double Section Homes _ - - " " douoe se
toG�ec ��on ma^ a\ 9�1de-
(Materials Required) - - a 72 at apacin a ynsta\ta
co Maximum allowable working drag load
for the Vector System with the steel
rn compression strut is 3,150 pounds per
the K2 Engineering test report,
n
N
O
a)
NOTE:
Vector Systems should be spaced as evenly as Is prat
the length or the home. Pier Spacing must be conalste
manufacturers' instructions and/or state requirementf
ads
c%
AM -0 77—
�d
-Ed jtv ti
WIND ZONE II
(not to scale)
o �2 sq. ft. pad
0
Soil Classifications: 2, 3, 4A, & 4B
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required`: 30" with 4" helix anchor (59095),
1-1/4" vertical ties w/4725 lbs. min. breaking strength.
Home Length
Vector Systems
Required
Anchors Required
Per Side "
0 to 48'
4
4
49' to 60"
5
5
61' to 72'
6
6
73" to 84'
7
7
85' to 90'
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
WIND ZONE 2
Vector Dynamics Systems Required
3 Section Homes
(Materials Required)
Maximum allowable working drag load
for the Vector System with the steel
compression strut Is 3,150 pounds per
the K2 Engineering test report.
WIND ZONE 2
lot a%%ak%ol
G to
a,d SP
�� .�,�. ____.- .� �� .ems �•_ ��� �.
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.
A
O
a)
2 sq. ft, pad
Soil Classifications:
Soil Bearing Capacity:
2, 3, 4A, & 4B
1,000 PSF minimum
Home Length
Vector Systems Required
p r Sides Required
Homes up to 48'
4 Vector Foundation Systems
4
Homesover 49'
5 Vector Foundation Systems
5
up to 60'
Homes over 61'
6 Vector Foundation Systems
6
up to 72'
Homes over 73'
7 Vector Foundation Systems
7
up to 84'
Homes over 85'
8 Vector Foundation Systems
8
UP to 90'
Materials:
'Anchors Required: 3/4" x 30" anchor (59095),
with vertical straps
Each Vector foundation system requires
One Vector Kit
2 ea. 1-1/4 In. ties (4725 lb. min. break)
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 TIDE 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
46
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 J001
s it /—i ii
Ms. Delores Zamojcin
P. 0. Box 695
Magalia, CA- 95954
Dear Ms. Zamojcin:
BEAUTY
/'1V IVIIIVIJ 1 n- 1 IVIV DCIV 1 Cn GJ VVUIV 1 1 "r -IV 1 Cn un IVU
OROVILLE, CALIFORNIA 95965-3381
TELEPHONE: (916) 534-4621
March 21, 1984
It has been brought to our attention by Mr.,Jim Glander, Chief
Building Inspector for the Butte County Public Works Department,
that you have constructed a roof structure over a deck on your
property located at 14147 Racine Circle in the Magalia area; -without
having obtained the -required permits and inspections.
Section 26-1 of the Butte County Code states that the County
has adopted the'1979 Edition of the Uniform Building Code. The
Uniform Building Code requires that all persons constructing
buildings within the County of Butte, except for agricultural
buildings, are required to obtain a permit from the County Building
Department. Section 26-6 of the Butte County Code states that:
"It shall be unlawful for any person, firm,
or corporation to erect, construct, alter,
repair, move, remove, improve, convert,
demolish or equip any building or structure
in the unincorporated areas of the County
or to cause the same to be.done contrary to
or in violation of any of the provisions of
this chapter.
"The use or occupancy of any building in
violation of any of the provisions of this
chapter is hereby declared to be a public
nuisance and may be abated in a manner
provided by law."
Section 1-7 of the Butte County Code provides that any
violation of any provision of the Code constitutes a misdemeanor,
or in the discretion of the District Attorney, be charged as an
infraction. The penalty for a misdemeanor is punishment by a
fine not exceeding $500.00 or imprisonment. The punishment for
an infraction shall be a fine not to exceed the sum of $500.00.
Ms. Delores Zamojcin
Page 2.
March 21, 1984
Therefore, you are to immediately remove the roof structure
you have constructed over a deck on your property located at 14147
Racine Circle, in the Magalia area, until you have obtained the proper
permits, inspections and approvals, from the Butte County Department
of Public Works.
Ver ll truly, yours,
DELBERT M.
4SEMSEN
,
Butte County Counsel.
DMS:je
cc: Jim Glander
Chief Building Inspeector
File No.
BUTTE COUNTY (For Action 1, 2, 3)
Public Works Dept. (For Information ✓)
Director
Dep. Dir.
Sec.
Rd. & Br. Mtce.
Shop & Yards
Bldgs. & Grnds.
Bldg. Insp. Admin.
Design Engr.
v
Bridge Engr.
Constr. Engr.
Surveys
Mopping
Transp.
Land Dev.
Drng. /S.I.
Sub. & Pcl. Maps
Permits
Addr.
County Counsel..
Department of Public Works
Building Permit - AP #64-56-41
4
March 6, 1984
5
With reference to the above subject, attached are copies of correspondence
sent to Delores Zamojcin about a roof structure she constructed without
permits, inspections, and approvals from this office.
To date, tae have had no reply.
Wouldyo u lease send her the normal letter about obtaining g permits.
Should you have'any questions concerning this, please contact me.
Original si fined by
J. F. Glander
JFG:aj
Attachments
J.F. Glander
Chief Building Inspector
D
UNITED STATES POSTAL SER Q ElP►'a ., �
OFFICIAL BUSINESS J a N y �"�+• • ••
3 PENA4�]ef��oVRiE
SENDER INSTRUCTIONS 198 USE TO AVOID P ??ArYj�r�,y
Print your name, address, and ZIP Code in the space 9 °00
• Complete items 1, 2, and 3 on the reverse.
• Attach to front of article If space permits
otherwise affix to back of article.
• Endorse article "Return Reeaipi Requested"
ediacent to number.
RETURN 90
TO
Department of Public Works
(iVanie of Sender) --
7 County Center Drive
(Sheet or P.O.'Box
Orovil,le,, CA 95965 .
(City, State, and ZIP Code)
Attn: Building Department
tAkIII
, 0 SUNDER: Complete iters 1, 2„and 3.
Add your address in d7e "RENRN” sp�
reverse 1
0 1. The foLowing service is requested (check one.)l
' ❑ Show to whom and date delivercd..... .:.... Q
XW Show to whom, date and address of delivery.:l. �
❑ RESTRICTED DELIVERY
Show to whom and date delivered.......... Q
•.�
❑ RESTRICTED DELIVERY.
Show to whom, date, and address of.delivery.$;
(CONSULT POSTMASTER FOR FEES)
2 ARTICLE ADDRESSED TO: h k
Delores Zamojcin
P.O. Box 695
agalia, CA 95954
3. ARTICLE DESCRIPTION:
REGISTERED NO. [ CERTIFIED NO. INSURED.NO-
337002449
(Always cbtoin signature of addressee or agertg�'tl
I have received the articlo described above.
SIGNATURE OAddressee OAud,orized agent
r
4.
DAT DE--nrF'FI
POSTMARK
0
5. AD SS (Camp:cta only if roQuested)
S. UNABLE TO DELIVER BECAUSE:
CLERlS S +
INITIALS
GFO . 7979.300-4G9
AP 64-56-41 12/28/83
P 3,37 Oto 2. 449
�9jCEIPT FOR CERTIFIED MAIL
NO INSURANCE COVERAGE PROVIDED—
NOT FOR INTERNATIONAL MAIL
(See Reverse)
SENT TO
Delores Zamojcin
P.O., STATE AND lir VVuc
Ma alia CA 95954$
POSTAGE
CERTIFIED FEE
W SPECIAL DELIVERY
�+
s .RESTRICTED DELIVERY
1 w6
SHOW TO WHOM AND
DATE DELIVERED
a
C W SHOW TO WHOM, DATE,
t y J w AND ADDRESS OF a
S a DELIVERY
t o w SHOW TO WHOM AND DATE
c DELIVERED WITH RESTRICTED
i z o s DELIVERY
w
AD RE ESS OFD VERYWI H G
m RES TR ICTEDDELIVERY
�o
1 TOTAL POSTAGE AND FEES $
QPOSTMARK OR DATE
00
I g
M
E
.0 AP 64-56-41
a 12/28/83
ww•�i
• M1
`. vA. A '
Bu tte, coun
LAND OF NATURAL WEALTH AND BEAUTY
DEPARTMENT OF PUBLIC WORKS
"dal.:•>..r K
CLAY CASTLEBERRY, Director
7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965'
Teleohone: (916) 534-4541
H. W. McDONALD
Deputy Director
Dece r 28i 1983.
CERTIFIED MAIL
Worm zaWJC14
RE: Permits and Inspections
�• b9y
(AP N0. 64-56-41. )
ftsolUb CA 9$934
Daar Mes $aacJ01► t
With reference to the above subject, on
August 30* 1983 we wrote you a letter
requesting that you obtain the required permits
and the required inspections from
this office for the work you have done as
follows:
CQ+�u ru tad V009 014retwfa ovor a dftk asp your property ,located < �.
at 141$7 Rats3m C le * Mosai a•
Since both permits and inspections are required
`t
by both State and County laws,
unless you have obtained the required permits and made arrangements for the required
inspections within ten (10) days of the date
you receive this letter, the matter will,:..,_
be referred to the proper authorities for
appropriate action.
Should you have any questions concerning
this matter, please contact us.
Yours very truly,
Clay Castleberry
Director of Public Works
Original signed by
J.. F. Glander
J.F. Glander
JFG:dd
Chief Building Inspector
cc: Building Inspector _
Assessor
p�
. .. . .......
suite Ount[/
LAND OF NATURAL WEALTH AND BEAUTY
DEPARTMENT OF PUBLIC WORKS.
CLAY CASTLEBERRY, Director
7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965
. ` Telephone: (916) 534-4541
WILLIAM (Bill) CHEFF
a,t%uo 30 .993 Deputy Director
ftuxto Uw# RE: Building Permit
Pa011. Bft- 695 A.P. # -* *4X,
beat Kai,��lti ;
I ,
With reference to the above subject, we have been advised by one of our building
inspectors that you have not obtained the required permits and inspectio.ns from
this office for the work you are doing as follows:
I
coumurAza mot st%wmuto ever a k on loor psoverty located at
14147 A=lAo CUV41,
Since permits and inspections are required by both State and County laws, please
contact this office within ten (10) days of the date of this letter, submit two
(2) complete sets of plans, apply for the required permits, and pay the appropriate
fees. M > AMeq!i
All work must stop until you obtain these permits and are authorized by our field
inspector to proceed. This field authorization cannot be made until the.existing
work is inspected and approved.
Your cooperation.in resolving this matter would certainly be appreciated. Should
you have any questions concerning this matter, please contact this office.
Yours very truly,
Clay Castleberry
Director of Public Works
Original signed by
J. F. Glander
J.F. Glander
JFG:aj Chief Building Inspector
cc: Building Inspector vaadla
i
' I
I
SPECIAL INSPECTION REPORT
/I 1.0V* e,5 4 a AWi A ) A
Tenant:
Building Location: 4PO-A W
I U.
.2
A.P.
Date of Inspecti60
Inspector
Type 'of.Inspectio'n requested:
T7 1.�!Housing.'
2. F inanc ing LI 3. Change of Occupancy to
4,.-Oiher ( spec if;
'Present use of build
'Sanitation '(Houiirigj.�
1. Water closet:
Lavatory:
3. Bathtub,or shower:
4.: Kitchen sink:,
5. Hot and cold water to fixtures:
.-.69 H6ating, facilities: -
:7. Natural light and ventila
e �on:
8. s
Rom and space requirem
erne
Bedroom window or door or second exit:
v
10. Infestation of insects, vermin, or rode
isp
.11. Connection -to sewage isposal:
Ppl
12. Connection to water's pply:
cil
.13. Rubbish and garbage f cilities:
14. Comments:
B. Structural'
1. Piers and footings:,
2.- -Floor construction:
T` Wall construction:
4: Ceiling and'robf construction:
5. Fireplaces::*'
6. Comments:
C. Electrical
l.. Service and grounds
2. Receptac'. es:
3. Fusing:
4. Comments:
D. Plumbing
1. Fi:it'ures connected and vented:
2. Gas water heater:
3. Gas heating vents:
Comments:
E. Other
1. Maintenance and repair:
2. Fire hazards:
s. Safety hazards:
4. Weather protection:
5. Underfloor and attic ventilation:
6: Comments:
F. Cotmercial Buildings
1.
Roof covering:
' 2.
Dist•arce to property lines:
3.
Physically handicapped:
4.
Rest:-oom floors and walls:
5.
Exits:
6:._
Improvements•
7.
Zoning-
8.
Commentr-
eld ProbltNn's or Viclatiorxs
Problem or %rl/�ation (give completec}de'scription) : /Q 2,0ZZ
syn u��Y .iia a- pt. -k-
2. What action taken (give,�onipiete :iescrij)ti.on) : 7,&ya-� _
3. What action recommended:
%% A. "-.nforivation only - fita.
/ B. Hold for ten (10) days, r_hen wri`o letter.
( / 1. Write letter.
77D. Other:
COUNTY,.Q,F BUTTE
DEPAR'j`AENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE
J OROVILL2, CALIF. - 534-4541
CERTIFICATE OF OCCUPANCY
This mobilehome has been installed in accordance with the requirements
of the California Administrative Code, Title 25, Chapter 51 under permit
number -2 /3�7�- 7 for the following location:
�i.— /, A
Owner -
Owner's Address
Mobilehome Mfg.1....� Model -LE 7 Year ?
Insignia No.' Q.S D b r & 7-1i q" Serial No. 6614' 7
It is hereby certified for occupancy at the above described location and
may be occupied.
Director of Public Works
r
Date -7-) - 7? By
THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED
2129-77P9E
PERMIT NO.
PERMIT EXPIRES
-OWNER Delores Zamoicin
CONTR. Marvin R. Anderson -Paradise
LOCATION (A.P. 64-56!-41
115 Racine Cir.jot 118, PP#10, Magalia
L
t
Temp. Power Pole
Called PG&E
Temp. Elec. Serv. g! il
Called PG&E
Temp. Gas Serv.
Called PG&E
FOB
NALED
(Date)
(Signal
Fixtun
Motor;
Mesh MECHANICAL Grd. Fadit Prot.
Scr ch Heati Servi
Brjfwn Coo ng T p. Pole
�Iqfarlor Lath entllation
oor Closer Final
�MOBILEHOME UTILITIES - - - - - - - - - - - Elec. Service
Water Piping (� —/ 7 Sewer
E INUAL4ATION----- - ------Support r
Water Piping F Drainage
DATE REMARKS OR CORRECTIONS
2 21 7
\VFlnal
2-6LfP' . Elec. Pedestal
Gas Piping
Elec. Continuity
Gas Piping
(NOTE: An entry must be made on this form each time you visit the job site.)
vy
COUNTY OF BUTTE — DEPARTMENT OF'PUBLIC WORKS
BUILDING INSPECTION RECORD n
BUILDING BUILDING (Cont'd)
PLUMBING
Seck
ewall
S IPI in
For
Pa ets
1 t Floor
Mal Bldg.
Rest om Finish
2n Floor
Fo tins
YYindo
3rd Noor
Stem all
Siding
To out
Slab
Roof SheaNhina
Water PI I
Piers
Roofing
Sewer
Garage
Fdn. Vents
Fixtures
Footings
Garage Vents
Water Htr.
Stemwa I I
Insulation
Heaters
Slab
Carport
Footin s
Prov. for physical
handica ed
Conformance of ex.
V structure V
Appliances
Gas PI In & Test
Temp. Gas
Slab
Final
Sanitation
Patio
RE ACE
Final
Footings
Footing
E ECTRIC L
Fixtun
Motor;
Mesh MECHANICAL Grd. Fadit Prot.
Scr ch Heati Servi
Brjfwn Coo ng T p. Pole
�Iqfarlor Lath entllation
oor Closer Final
�MOBILEHOME UTILITIES - - - - - - - - - - - Elec. Service
Water Piping (� —/ 7 Sewer
E INUAL4ATION----- - ------Support r
Water Piping F Drainage
DATE REMARKS OR CORRECTIONS
2 21 7
\VFlnal
2-6LfP' . Elec. Pedestal
Gas Piping
Elec. Continuity
Gas Piping
(NOTE: An entry must be made on this form each time you visit the job site.)
vy
1
1
9. Electrical
A Is Sel-Vicc large enoiiglt to provide r:tdequate amperage to mobilcliome (must equal rating of
mob lehome with a ::;inijoum of 100 amp) and other faciliti_E!s on lot, i.e., water pumps,
garaGe, cabana, etc.', Yes No
B. Is them proper clearances Around panels? Yes No_
r
C. Is power supply cord or feeder assembly -properly fused.? Yes v—No_
D. Is continuity test satisfactory as per The following procedure? Yes L, -No__
1. De -energize electrical wiring syste:ii of the mobilehome at the pedestal.
2. Make sure that t1he power supply cord or feeder assembly conductors, including neutral
conductor, have been disconnected.+
3. Switch all breakers and switches in the mobilehome to the "on" position.
4.Connect one lead of a test instrument to the mobilehome grounding conductor, and
, _..
appy use of tA�'i l,ldll t.0 each niuui.�Ciwme Supply CutiuuCtoi, including YLE�1i i^dl.
5. All lion -current, carrying metal parts of the mobilehome (aluminum siding, gas line,
salter line), including fixtures and appliances, shall be tested for continuity from
such equipment and the grounding conductor.
6. Upon completion of the above procedure, the power supply cord or feeder assembly
conductors shah be connected to the site service equipment. A further continuity
te_;t shall then be made between the grounding electrode and the chassis of the
riobilehome. Upon satisfactory completion of the'dlectrical tests, the lot or site
service equipment maybe approved for energizing.
LO, is ;ob card si nod by health Department for water and sanitation?
1.;., If everything c?3<ay, sign off card and t.a 'services.
'MOBILc:i? ML•' DATA
Nlarnafacturer and/car Namestyle,AU W_4,
Lengt.hWidth 2 c,
1•ehic:le Serial No. G / 9
State Identif icat-lon No.
'.dot itional Infoi-nat-Jon or Comments:
i -i0}3:-------- U.tl INSTALLA'}JW4, INSPECTION CHECK LIST
1. I's the mobilehome 1oc;�!ted wi.i_1 r ].%
required separation from lot lines and buildings and general
conform to plot plan? Yc;� �No
?. Does the mi)Lilehome have required clearances above ground? (Se.c.5085) Yes ✓No
3. Are foot.tn�,s and supports properly sized, spaced, and braced as per approved plans? (Note
possible variation at spring shackles.) (Sec. 5082 & 5083) Yes _✓No_
4. Is the mobilehome level.? (Sec. 5088) Yes
5. If more. than a single unit, are crossover connections properly installed? (Sec. 5088)
Yes ✓No
y, Water.
A. Is f'I13-ble connector of adequate size and properly installed.(1/2" ID min.)? (Sec. 5566)
Y"es No
B. Test - Does water piping withstand working pressure or 50 lbs, air test? Yes k --'-No
C. Backflow - If coach is not State of California approved, does station have backflow device
and pressure -relief valve? Yes No
7. Wastes and Drains
A. Is connection made with. Schedule 40 DWV and have flex connectors at each end? Yes[ ---"No
B. Does it have minimum ," per foot slope and is it properly supported? Yes ✓No
C. Are any leaks detected in drainage system after running 3 gallons of water through each
fixture including washing machine standpipe? Yes_ No v
D. If coach is not State of California approved, does station have required trap and vent?
Yes No
8. Gas Piping and Gas Vents
A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum
mobilehome connector not more than 6 ft. long? Note: All piping is to be at least as
large as the mobilehome gas line inlet without reductions other than the mobilehome
connector. Yes No
B. Test OK as per following procedure? Yes No
1. Open all appliance connector valves.
2. Shut off appliance burner and pilot valves.
3. Air test with manometer to 10"-14" water column, or test with slope gauge (minimum
6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for 10 min. without
drop.
4. Connect gas meter to mobilehome with connector, turn, on gas, test connections with
soapy water.
C. Are all appliance vents properly installed? Yes V ---No
9. 'Electrical
A. Is service Large eno�l�,Ik.to provide adequate amperage to mobilehome (must equal rating of
mobi.lel.iome (,iith a. ::;iriii:!um of 100 arnp) and other faciliti_cis on lot, i.e., water pumps,
garage, cabana, crtc." Yes! No
B. Is them proper clearances around panels? Yes_ No
C. Is power supply cord or feeder assembly properly fused? Yes_ No_
D. Is continuity test satisfactory as per the following procedure? Yes_ No
1, De -energize electrical wiring, syste;a of the mobilehome at the pedestal.
2. Make sure that the power supply cord or feeder assembly conductors, including neutral
conductor, have been disconnected.
3. Switch all breakers and switches in the mobilehome to the "on" position.
4. Connect one lr:.ad of a test instrument to the mobilehome grounding conductor and
,.
apply Gle .oL ic- *Lead r.0 eacx n)uui.«iluiue suppLy CGftuuCtU'r, iltCliiulYig tieuLrai,
5. All nor. -current, carrying metal parts of the mobilehome (aluminum siding, gas line,
-v,,ater line), including fixtures and appliances, shall be tested for continuity from
such equipment and the grounding conductor.
6. Upon completion of: the above procedure, the power supply cord or feeder assembly
conductors shall be connected to the site service equipment. A further continuity
test shall then be made between C.he ,rounding electrode and the chassis of the
mobilehome. Upon satisfactory completion of the electrical tests, the lot or site
service equipment may be approved for energizing.
.:0, Ts job card si-ned by Health Departmeat for water and sanitation?
I.:.> If everything (A ay, sign off card and t.a services.
yiOBILEi?O.t!L DATA
Man4facturer and/or Namestyle _
Length Width
Vehicle Serial No.
State Identification No.
..&ti.tional Information or Comments:
a
iiOBI ,l?,1KO:tE INSI'J 'LA' IDV INSPECTION CIIECK LIST
1. Is the mobilehome located wi!.-h required separation from lot lines and buildings and generally
conform to plot plan? Yes No
2, Dogs the mobilehome have required clearances above ground? (Sec.5085) Yes No
3. Are foot.Lll,s and supports properly sized, spaced, and braced as per approved plans? (Note
possible varication at spring shackles.) (Sec. 5082 & 5083) Yes No
4. Is the mobilehome level.? (Sec. 5088) Yes_ No�
5. If more than a single unit, are crossover connections properly installed? (Seca 5088)
Yes No
5, Water.
A. Is flexible connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566)
Yes No '
B. Test - Does water piping withstand working pressure or 50 lbs. air test? Yes No
C. Backfl.ow - If coach is not State of California approved, does station have backflow device
and pressure -relief valve? Yes No
7. Wastes and Drains
A. Is connection made with Sch edlule 40 DWV and have flex connectors at each end? Yes No
B. Does it have minimum ," per foot slope and is it properly supported? Yes_ No
f:. Ari: any leaks detected• in drainage system after running 3 -gallons of water through each
R fixture including washing machine standpipe? Yes_ No
D. If coach is not State of California approved, does station have required trap and vent?
Yes No
8. Gas Piping and Gas Vents
A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum
mobilehome connector not more than 6 ft. long? Note: All piping is to be at least as
large as the mobilehome gas line inlet without reductions other than the mobilehome
connector. Yes No
B. Test OK as per following procedure? Yes_ No
1. Open all appliance connector valves.
2. Shut off appliance burner and pilot valves.
3. Air test with manometer to 10"-14" water column, or test with slope gauge (minimum
6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for 10 min. without
drop.
4. Connect: gas meter to mobilehome with connector, turn. on gas, test connections with
soapy water.
C. Are all appliance vents properly installed? Yes No
1/—
a COUNTY OF BUTTE . DEPARTMENT OF PUBLIC WORKS rrr777
7 County Center Drive — Oroville, California 95965 -77 7/ /
Tel ephofie:'534-4541
APPLICATION AND PERMIT 0
authorize representatives of the county of Butte to enter upon the
above-mentioned propertyforinspection purposes. / �j
X /� l' ate Cy `",
Signature of P/errmitee or Agent
eceipt No. I �✓ Z C)
White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
DIRECTOR 0 UBLIC WORKS
By / Date Z%-77
uilding permit expires Date 7-7--77
BUILDING
Owner Ott
L CS, (5 C;
SQ. FT. OCC. BUILDING VALUATION
Mailing Address
Telephone No.
Fireplace
Contractor
Total Valuation
Mailing Address•.,1 .
Permit Fee
Plan Checking Fee &/orPenalty
Cphon
CoQ�
Nf V ,
Teles 'ep T
Permit Fee $
Building Address
PLUMBING No.1 @ FEE
PERMIT FILING FEE $3.00
S G j //(15' C /K,'
Each Trap 1.50
Repair drainage or vent piping 1.50
Water piping 1.50
A 44-19
Each gas water heater or vent 1.50
p _�/ �! /�
A. P. No. lD j' b- t
Zoning & Planning
Gas piping system 1 - 5 outlets 1.50
Each additional outlet .30
Fe
ec.
Senatat6 n
FireDept.
FireZone
Use Permit
Building sewer 5.00
EQA
Parking
Plans
Parcel
Declaration
Parcel Ma P
60' R/W
Im rovements
P
Lawn sprinkler system 2.00
BHV.—PtWrr t M -d
Parceloval
Plan proval
Permit Fee $
$
NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER JZ
ELECTRICAL No. @ FEE
PERMIT FILING FEE $3.00
Main service 100V OR LESS
100 AMP OR LESS 5•00
a 7-7,
Main service EA. ADD'L 100 AMP 2.50
Single Family ❑ Duplex ❑ Mobil Home Others ❑
Main service OVER 600V100 AMP OR LESS 25.00
Main service EA. ADD•L 100 AMP 1.00
•
CONST
NEW OR ADDNS..BLDGS.
( ACCLOCCUP. &\ 20sq ft
/
NEW CONSTR. MULTI -OUTLET
NON-RESID. BRANCH CIRCUITS) 2.50ea
(
NEW CONSTR. POWER APPARATUS &
NON-RESID. (SINGLE OUTLET CIR.
CONTRACTORS LICENSE LAW
I am licensed under the provisions of Chapter 9, Div. 3, of the
State of California Business & Professions Code under the name
st le of:
y
Ex. Occup(OUTLETS OR FIXTURES) 109
Ex. Occu FIXED APPLNS. OR
P•(OUTLETS (RESID.) EA) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
License No. Classification a
Misc. Wiring 6.25
❑ I am exempt from the Contractors License Laws of the State of California.
Permit Fee $
$
WORKMEN'S COMPENSATION INSURANCE
1 am aware of the provisions of Section3700 of the California Labor
Code which requires every employer to be insured against liability
for Workmen's Compensation.
❑I have placed on file with the County of Butte a certificate of
Workmen's Compensation Insurance.
I certify that in the performance of the work for which this
permit is issued I shall not employ any person in any manner
OF -as to become subject to the Workmen's Compensation Laws of
California.
MECHANICAL No. @ FEE
PERMIT FILING FEE $3.00
Heating
Cooling
Ventilation
Hood 2.00
Permit Fee $
$
1 certify that I have read this application and state that the above
information is correct. I agree to comply to all County Ordinances
and State Laws relating to building construction, and hereby
-2
�6
TOTAL PERMIT FEE
$ c3� r
authorize representatives of the county of Butte to enter upon the
above-mentioned propertyforinspection purposes. / �j
X /� l' ate Cy `",
Signature of P/errmitee or Agent
eceipt No. I �✓ Z C)
White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
DIRECTOR 0 UBLIC WORKS
By / Date Z%-77
uilding permit expires Date 7-7--77
MOBILEHOME SUPPORT DATA'S `/G
Mobilehome Mfr. Setup Model No. 117 Year /%
Width .(ft.) Length 5`' (ft.) Ekpando Size ft.x ft.
(Draw support details below)
On all mobilehomes manufactured after October '7, 1973, furnish manufacturer's installation
manual and structural setup sheets (if not on file with the County of Butte).
GGA[ �►t�1 ���'�'�" �i,c.�dltic,�c� .
Sin le ®. Footings (check one)
/[ 1. Wood either
pressure treated or
Center Center Support fdn. grade.
Support Footing Sizes I
Locations (in.) 2 Concrete ad
(1) .(in)
(in
io2� x� O i
(QEF.; -(-3'n . x i
(in'.) (in.) .
OT,
All
*If center piers are other than drawn above,,
draw in locations, spacing, and dimensions.
p
3. Other, specify.
Supports (check one)
1. Concrete block
2. Concrete piers
3. Steel piers
4. Other, specify
Typical Support
Footing Size
Max. Pier
(ft.)('in:) Spacing
Overhang
BUTTE COUNTY
BUILDING DEPARTMENT
1111111111 lie.
17
BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS
7 County Center Drive, Oroville, CA.
PHONE: 534-4541
MOBILEHOME INSTALLATION SHEET
7 ,
1. Owner's name: '0- 4,77 / al,4-1 ,
a
2. Installer's name:
3. Is the site currently under permit? Yes 777 No / /
( If yes, furnish permit number o2/6:2-9 % 7 ) OR
Is the site an existing site? Yes / / No / /
(If yes, furnish two (2) plot plans.)
4. Will the mobilehome be located at least 5 ft. away from septic tank.and leach fields and
clear of all setbacks and easements? Yes / / No
7—
(If no, clarify )
5. What is the mobilehome electrical rating? ----------------------- 02 Q Amps
6. What is the mobilehome site service rating? - D fps
7. What is the mobilehome site circuit breaker rating? ------------- Da Amps
8. Is there any other electric load to be servedf'by the mobilehome
site service? --------------------------------------------------- Yes / / No 777 -
(If
/
(If yes, identify the load and size:
(Load)
(Amps)
9.
What is the
mobilehome site gas pipe size? ----------------------
(in.)
10.
What is the
type of gas service? ----------------------------- Natural / /
LPG
11.
What is the
gas pipe length from meter or tank to the mobilehome?
(ft.)
12.
What"is the
mobilehome gas demand? ------------------------------
(BTU)
(This
information not required if pipe length less than 6 ft. on natural
gas
or less
than 50 ft. on LPG.)
ST
COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS
7 County Center Drive — Oroville, California 95965
Tel ephohe:'534-4541
APPLICATION AND PERMIT
1
authorize representatives of the County of Butte to enter upon the
above-mentioned property for inspection purposes.
X 'DateA . T�
--�
Signature of Pe4itee or Agent
Receipt No./ � '/ V3 7
White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
DIRECTOP LIC WORKS
By R OF
' ding permit expires Date
BUILDING
OwnerDelores Zamojoin
SQ. FT. OCC.1 BUILDING VALUATION
Mailing Address
Telephone No.
Fireplace
Contractor Marvin R. Anderson
Total Valuation
Mailing Address ��a
Permit Fee
Plan Checking Fee &/or Penalty
PA-r2dise, Ca- 95969 91elephone
TNo.
_ _
Permit Fee $
Building Address
PLUMBING No.1 @ FEE
PERMIT FILING FEE $3.00
1). P. tp Lot 118
Each Trap 1.50
115 Rnelme Circle 11,9981is, Ca- 95954—
Zoning Verification Only
Repair drainage or vent piping 1.50
Water piping / �^
Each gas water heater or vent 1.50
, /
A. P. No. �j" `'7' � -
R7
ZO"
Gas piping system 1 - 5 out 1.50
Each additional outlet .30
Fire Dept. Firezone Use Permit
EQA Parking Parcel Parcel Ma 60' R/W Improvements
Plans Declaration P P
Building sewer -506 0
Lawn sprinkler system 2.00
d§,Qs`Rec'd
arcel Approval
F Pla Approval
Permit Fee $
$
NEW ❑ ADDITION ❑ UTILITIES OTHER ❑
ELECTRICAL No. @ FEE
PERMIT FILING FEE $3.00
Main service 8000 AMP ORV OR LESS5.00
Main service EA. ADD'L 100 AMP 2.50
-
Single Family ❑ Duplex ❑ Mobil Home ® Others ❑
Main service OVER 600V
100 AMP OR LESS 25.00
Main service/ EA. ADD'L 100 AMP 1.00
NEW CONST.OR ADDNS. ( ACCLBLDGS.DWELINGCCUP. &\ 2¢sq ft
/
NEW CONSTR MULTI -OUTLET
NON.RESID. BRANCH CIRCUITS) 2.50ea
NEW CONSTRPOWER APPARATUS &)
NON-RESID. (SINGLE OUTLET CIR.
CONTRACTORS LICENSE LAW
I am licensed under the provisions of Chapter 9, Div. 3, of the
State of California Business & Professions Code under the name
style of:
y
Marvin R_ Anderson
Ex. Occup(OUTLETS OR FIXTURES)��Q
BAL@1
Ex. Occup. FIXED APPLNS. OR
P'(OUTLETS (RESID.) EA) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00 ^
' ' o
License No._ 2']092 Classification A &. }3
Misc. Wiring 6.25
❑ I am exempt from the Contractors License Laws of the State of California.
Permit Fee $ o2
$
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. ,
aI have placed on file with the County of Butte a certificate of
Workmen's Compensation Insurance.
❑I certify that in the performance of the work for which this
permit is issued I shall not employ any person in any manner
so as to become subject to the Workmen's Compensation Laws of
California.
MECHANICAL No. @ FEE
PERMIT FILING FEE $3.00
Heating
Cooling
Ventilation
Hood 2.00
Permit Fee $
$
1 certify that I have read this application and state that the above
information is correct. I agree to comply to all County Ordinances
and State Laws relating to building construction, and hereby
06U. 1.2s__
TOTALPERMIT FEE
$ %3
authorize representatives of the County of Butte to enter upon the
above-mentioned property for inspection purposes.
X 'DateA . T�
--�
Signature of Pe4itee or Agent
Receipt No./ � '/ V3 7
White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
DIRECTOP LIC WORKS
By R OF
' ding permit expires Date
1 '
J '4y PERMIT N0. 1429-79B
• rr -
a t PERMIT EXPIRES
N IOWNER Delores Zamojcin
CONTR. owner
rLOCATION (A.P. 64-5'6-41
F 115 Racine Cr., lot 118, PP#10, Magalia
•lr.
t
Temp. Power Pole
Called PG&E
Fi Temp. Elec. Serv.
Cal/ld PG&E
Tem Gas Serv.
kA
walled PG&E
)rLED ✓'��'��
(Date)
r (Signature)
1
t
COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS
BUILDING INSPECTION RECORD
BUIJ.DING
BUILDING (Cont'd)
P BIN,G
Setback r
Firewall
Soil Piping
Forms -
Parapets
1st Floor
Main Bldg.
Restroom Finish
2nd Floor
Footings
Windows
3rd Floor
Stemwall
Siding
To out
Slab
Roof Sheathing
Water Piping
Piers
Roofing
Sewer
Garage
Fdn. Vents
Fixtures
Footin s
Stemwal I
Garage Vents
Insulation
Water Htr.
Heaters
Slab
Carport
Footings
Prov. for physlcall
handica ed
Conformance of ex.
structure
Appliances
Gas PiDina & Test
Temp. Gas
Slab
Final —
Sanitation
Patio avl-a CZ-)
FIREPLACE
Final
rootin s q
Footina
ELECTRICAL
Masonry Walls
Throat
Rough
s Reinf. Steel
Final
Fixtures
Bond Bea
_ FIRE SP INKLERS
Motors
'Framing
Test
Water Htr.
Stucco
Final
Subpanels
Mesh
ME HANICAL
Grd. Fault Prot.
Scratch
Heatina
Service
Brown
Cooling
Temp. Pole
Finish
Ducts
Underground
Interior Lath Ventilation Permanent
Door Closer Final Final
MOBILEHOME UTILITI S Elec_ Service Elec. Pedestal
Water Piping Sewer f Gas Piping
M12BILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity
Water Piping, Drainage Gas Piping
DATE I REMARKS OR CORRECTIONS
D/L
'7Z
-o,-
7 saes' 'ar szle"
(NOTE: An entry must be made on this form each time you visit the job site.)
1,
COUNTY OF BUTTE — DEPARTMENT"OF PUBLIC WO K
f' 7 County Center Drive ',--0r0Ville, California 95965
Telephone: 534-4541
APPLICATION AND PERMIT
White-D.P.W. - Y low- ssessor - Pink -Inspector - Goldenrod -Applicant B ding permit expires Date �--�.� ��
BUILDING 11,
Owner C,
SO. FT. OCC. BUILDING VALUATION
Mailing AddressPO
Tele hone No.
$'�
Contractor
Mailing Address
Fireplace
Total Valuation
Telephone No.
Permit Fee 4
Building Address r �' I
Plan Checking Fee&/or Penalty
Permit Fee
2
PLUMBING No. @ FEE
PERMIT FILING FEE $3.00
Each Trao 1.50
Repair drainage or vent piping 1.50
TWater
A. P. No. `- —V ning & anni g
Ay'
piping 1.50
Each gas water heater or vent 1.50
5;;s_
i Ion
Fire Dept.
Fire Zone Use Permit
Gas piping system 1 - 5 outlets 1.50
E
Parking
Plans
Aarcel
Declaration
Parcel Ma 60' R/W
Improvements
p
Each additional outlet .30
-Building sewer 5.00
Lawn sprinkler system 2.00
Bldg'. ns Recd
Parcel ApEroval
Plans Approv
NEW ADDITION ❑ UTILITIES ❑ OTHER ❑
Permit Fee $
$
ELECTRICAL No. @ FEE
PERMIT FILING FEE $3.00
Main service e10v OR LESS 5,00
100 AMP OR LESS
Single Family ❑ Duplex ❑ Mobil Home Others
Main service EA. ADD•L too AMP 2.50
L
Main service OVER s O 25.00
100 AMP OR LESS
Main service EA. ADD'L 100 AMP 1.00
NEW CONST. DWELLING OCCUP. 51 2�Sgft
OR ADDNS. ` ACC. BLDGS. I
CONTRACTORS LICENSE LAW
I am licensed under the provisions of Chapter 9, Div. 3, of the
State of California Business & Professions Code under the name
style of:
NEW CONSTR. MULTI.OUTL T
NON-RESID. BRANCH CIRCUITS 2.50ea
)i
NEW CONSTR. POWER APPARATUS B
NON-RESID. SINGLE OUTLET CIR.
Ex. Occup (OUTLETS OR FIXTI RES a L
FIXED APLNS.
Ex. Occup. ( OUTLETS P(RESID.)REA) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
Misc. Wiring 6.25
License No. Classification
I am exempt from the Contractors License Laws of the State of California.
Permit Fee $
$
MECHANICAL No. @ FEE
WORKMEN'S COMPENSATION INSURANCE
1 am aware of the provisions of Section3700 of the California Labor
Code which requires every employer to be insured against liability
for Workmen's Compensation.
❑I have placed on file with the County of Butte a certificate of
Workmen's Compensation Insurance.
permit is Issued I shall not employ any person in any manner
0oI certify that in the performance of the work for which this
as to become subject to the Workmen's Compensation Laws of
California.
PERMIT FILING FEE J$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 Laws relating to building construction, and hereby
auth rize eprese tatives of the County of Butte to enter upon the
abov - en ione roperty for inspection purposes.
XQITRM� Date -'
Sign reof P r itee or g
Receipt No.
Land Development Fee
$
TOTAL PERMIT FEE
$Q -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.
DIRE 0 OF PUBLIC WORKS
By Date ;?—Z J—7r1
White-D.P.W. - Y low- ssessor - Pink -Inspector - Goldenrod -Applicant B ding permit expires Date �--�.� ��