HomeMy WebLinkAbout040-240-076fl
F
N
II I
MCA
7`
NOTES
w
RESIDENTIAL
040-240-056 02-1787
RAMIREZ, TINA
2391 FLORIDA LN., DURHAM
{ CONT: CHICO MHS
EX MH PERM FND EX SITE
THE HCD FORM 433A FOR THIS MH CANNOT BE
RECORDED UNTIL ONE .OF THE FOLLOWING HAS
i BEEN TURNED I IN PATE S) OR DECATHE BUILDING DLI(THB N:
i r (1) LICES
r' INSPECTOR MUST RETREIVE).
(2 STATEMENT OF FACTS (ONLY ON NEW I
MH'S).
INSPECTOR TO VERIFY SERIAL & LABEL #'S.
SPECIAL CONDITIONS
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
JOB FINALED (Date)
Signature
CHECKED
BY
V= OK
0 = Nbt OK
=
N,
= No�Applicable MOBILE HOMES
Ready
Date MOBILE HOME UTILITIES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support Sketch
3. Sewer; Location -Test -Fall -C/O -Concrete
4. Water; Location -Test -Easement Needed (Sketch)
5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
6. Gas; Location -Test -Wrap;-/ /" L'ft.
/ P Nat. or / /"L"ft./ PLPG
7. Well Clearance 8 Disconnect
8. Utility Clearance
Date Card B-1 Date Card B-1
Date
Card -1 Date Card B-1
Date
MOBILE K6ME INSTALLATION (Plans) OK except #'s
1. //ning Requirements -Setbacks -Easements
F tings; Size -Spacing -Marriage Line
3.
s; MH Test -Demand -Valve -Connector
4
lectricity; 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.
Downs -Type -Installation Cert.
1
Exits; Insp.-Sketch
11..
S2 ILI of Occupancy
1
Permanent Foundation Only; License PZcal
Date-
( p;
Card B-1 Date Card B-1
Date
I I
Card B-1 Date Card B-1
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts-Beams-Rftrs.-Con nectors
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 I L (Plans) OK except #'s
VogetWfcks-Easements
2 oils; 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 in Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
11. Light Niche
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
V= OK
0 = Not OK
= Not Applicable
Not Ready
Date Underfloor (Plans) OK except #'s
1. Zoning -Setbacks -Easements -Flood -Slope
2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth
4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth
5. Stemwalls, Main; Steel-Blockouts-Wrapped
6. Stemwalls, Garage; Steel-Blockouts-Wrapped
6a. Hold Downs and Special Anchors
7. Slab, Steel -Wrapped
8. Piers -Fireplace Ftg.-Steel
9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test
11. Water Pipe; Test -Anchors -Regulator -Service Test
12. Electric Underground
13. Plenums & Ducts; Clearance -Material -Support -Ins.
14. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies
15. Access & Ventilation
16. Insulation
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date PLUMBING (Permit) OK except #'s
17. Water Htr.; Vent -Access -Combustion Air Baffle
18. Water Pipe; Test & Anchor -Nail Protection
19 D.W.V.; Test Fittings & Anchor -Nail Protection
20. Shower Pan; Test, First Floor -Tub Access
21. Test Tub & Shower, Second Floor -Tub Access
22. Gas Pipe; Sixe & Anchors
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date ELECTRICAL (Permit) OK except #'s
23. Fixture & Transformer Clearance -Ins. Protection
24. Elec. Receptacles Spacing -Lights & Switches at Doors
25. Size Boxes & No. of Conductors Stapled
26. Romex Installed Close to Edge of Studs & C.J.
27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
28. 2 Appliance Circuits in Kitchen & Conductor Size GFI
29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At
30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At
Insulated Neutral O Yes ❑ No
31. Service -Riser Conductors & Ground Main Disconnect
32. Equip. Clearances Panels-Motors-Mech. Equip.
33. Clothes Closet Light -Shower Light -Spa Light
34. Smoke Detector
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date MECHANICAL (Permit) OK except #'s
35. A.C. Ducts Insulation & Support
36. Vent Fan, Exhaust above insulation
37. Condensate Drain & Overflow, Size & Grade
38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet
39. Attic Access & Platform if Furnace in Attic
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
RESIDENTIAL (Single & Duplex)
Date
FRAMING (Permit) OK except #'s
40.
Sills Proper Materials & Anchors
41.
Walls Studs -Nailing Spacing & Braces -Plates -Sound
42.
Bearing Walls over Girders & Floor Nailing
43.
Draft Stop in Walls (rat proof)
44.
Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
45.
Headers & Beams -Size & Bearinq
Date
FRAMING (Continued) 1
46.
Hangers -Post Caps -Anchors -Connectors
47.
Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting. -Rfng.
48.
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
49.
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
50.
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
51.
Garage Fire Protection Framing
52.
Property Line Firewall & Openings
53.
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
54.
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
55.
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
56.
Siding -Nailing Veneer
57.
Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
58.
Glazing Area -Glass Protection -Skylights -Plastic
59.
Shear Walls; Nailing -Bolts
60.
Brace Interior/Exterior Wall Panels
61.
Insulation -Walls -Ceilings
62.
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
63.
Ext. Steps -Door & Sidelight Protection -Landings
64.
Smoke Detector
65.
Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
66.
Bedroom Exiting
67.
G.F.I. & Bath Fixtures & Tub Access -Spa
68.
Elec. Trim & Subpanel, Breaker Sizes & Labels
69.
Stairs & Rails
70.
Fireplace or Stove, Clearance -Hearth
71.
Elec. Outlets at Wood Panel, Int. & Ext.
72.
Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance
73.
Elec. Outlets & Receptacles at Kit. Counter
74.
Garage Fire Door; Swing -Landing -Closure
75.
A.C. Duct in Garage -Damper
76.
Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
77.
Plb., Elec. & Mech. Equip. Listed for Location
78.
Elec. Receptacles in Garage (F.F.I.)-Romex Protection
79.
Insulation -Foam -Looked in Attic
80.
Guard Rails & Deck Construction -Post Caps
81.
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor O Yes
82.
Following Insild./Drive J Yes J NoMalks J Yes J No/Planters J Yes J No
83.
Stucco Brown -Finish
84.
A.C. Unit Disconnect, Electrical -Plumbing
85.
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
86.
Water Well, Disconnect, Electrical, Plumbing
87.
Exterior Elec. Trim, G.F.I. Receptacle -Underground
88.
Ventilation Throughout House
89.
Glass Protection
90.
Corrections from Previous Inspections
91.
Gas Test -Meters Tagged, Gas -Electric
92.
Water & Sewer Connected -C/O to Grade -HD Approval
93.
Energy Compliance Certificate -Other Certificates
94.
Address Posted
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:
RECORDING REQUESTED BY:
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE CA 95965
COPY of Document Recorded
19 -Jul -2002 2002-0037188
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.
TINA MARIE RAMIREZ
REAL PROPERTY OWNER/LESSOR
2391 FLORIDA LN
MAILING ADDRESS
DURHAM BUTTE CA 95938
CITY COUNTY STATE ZIP
SAME
INSTALLATION MAILING ADDRESS, EF DIFFERENT
CITY COUNTY STATE ZIP
SAME
UNIT OWNER (if also property owner, write "SAME")
SAME
MAILING ADDRESS
CITY COUNTY STATE ZIP
UNIT DESCRIPTION
BUTTE COUNTY BUILDING DIVISION
LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY
7 COUNTY CENTER DRIVE
MAILING ADDRESS .
OROVILLE, BUTTE, CA 95965
CITY COUNTY STATE ZIP
02-1787 530)538-7541
B PBRMIr N , )LaTELEPHONE NUMBER
7-19-02
IG TURF
01 LOCAL AG9V, OFF IAL DATE
NONE
DEALER NAME (if not a dealer sale, write "NONE")
NONE
DEALER LICENSE NO.
SILVERCREST 1981 STARCREST
MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER
A/B3SC0098CA 64 X 24 2084996/7
SERIAL. NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S)
REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A.P. # 040-240-056
SEE ATTACHED
HCD FORM 433(A) REV. 8/91
WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept.
Escrow No. 202629 -DMP
Title Order No. 00202629
EXHIBIT ONE
PARCEL 1
Being Lot 16 of the Second McAnarlin Tract in Book A, of Maps, at Page(s) 18, in the office of the Butte County
Recorder on December 3, 1926.
INCLUDING THERETO the following described property;
Being a portion of Lot 15 of said Second McAnarlin Tract as recorded in Book "A" of Maps, at Page 18, in the office
of the Butte County Recorder, more particularly described as follows:
BEGINNING at the northwest corner of said Lot 15, said point of beginning being located on the southerly right of way
of Florida Lane; thence leaving said point of beginning along said southerly right of way and along the north line of said
Lot 15, North 740 25' 00" East, 5.80 feet; thence leaving said southerly right of way of Florida Lane and said north
line of Lot 15, South 121 12' 06" East, 83.34 feet; thence South 31 ° 20' 23" West, 44.60 feet to a point on the West
line of said Lot 15; thence along said west line, North 000 00' 00" East, 118.00 feet to the point of beginning.
PARCEL II:
A exclusive use easement for the benefit of Parcel I more particularly described as follows:
A exclusive use easement over a portion of Lot 15 of the Second McAnarlin Tract as recorded in Book "A" of Maps,
at page 18 in the office of the Butte County Recorder on December 3, 1926, more particularly described as follows:
COMMENCING at the northwest corner of said Lot 15, said point of beginning being located on the southerly right of
way line of Florida Lane; thence leaving said point of beginning along said Southerly right of way and along the North
line of said Lot 15, North 740 25' 00" East, 5.80 feet; thence leaving said southerly right of way of Florida Lane and
north line of Lot 15, South 120 12' 06" East, 33.6 feet to a point on the existing fence, said point being the TRUE
POINT OF BEGINNING for the following described property; thence leaving said point of beginning along said fence,
North 78° 00' 43" East, 9.7 feet to a fence intersection; thence along a fence line, South 090 16' 08" East, 110.4
feet to the southerly line of said Lot 15; thence along said southerly line South 741 25' 00" West, 42.8 feet to the
southwest corner of said Lot 15; thence along the west line of said Lot 15, North 00° 00; 00" East, 32.0 feet; thence
leaving said west line, North 31 ° 20' 23" East, 44.6 feet; thence North 120 12' 06" West, 49.8 feet to the point of
beginning and the terminus of this description.
BUILDING PERMIT NUMBER: 02-1787
r
Address or location of unit: 2391 FLORIDA LN., DURHAM, CA. 95938
Legal Description of Real Property: A.P.# 040-240-056
SEE ATTACHED
(x) Mobilehome/Manufactured Home
O Commercial Coach
Has been affixed to the real property above by installation on a foundation system
pursuant to Health and Safety Code Section 18551.
Owner's name: TINA MARIE RAMIREZ
Owner's address: 2391 FLORIDA LN., DURHAM, CA. 95938
INSIGNIA OR HUD NUMBER: 208496/7
SERIAL NUMBER OR V.I.N.: A/BSCO098CA
MANUFACTURER'S NAME: SILVERCREST YEAR: 1981'
OFFICIAL APPROVING INSTALLATION:.
DATE: 7-19-02
PHONE: (530) 538-7541
H.C.D. 513C
r cia
STATE OF CALIFORNIA - DEPARTMENT OF HOUSING ANP COMMUNITY DEVELOPMENT
CERTIFICATE OF TITLE
Manufactured Ilorne Dotal No: LAK7042
NAmdocturer tD!Name frm* Nems EAodal DOM Cfs _ RY Efa Date
SILVERCREST STARCREST I --t 1 OaJOn9et
_ G&W Number _._. .._._ I�peVMviynta Mumbor Nalpht Length SPC Ke" P.xtmpt tlae Type
A3sC0o9eCA zm% en' ? tr 04 I UFO IAT
03SC00"CA 205497 at, tr
bsuea TOW Fen Pell
`I f� Au0 at, 2001 SidS.00
Addressee
SILACCI FAMILY TRUST _.�, .:=.• =f':: •...:;...
1661 MANZANITA AVE
CHICO, CA 95926
Registered, r(s)
TINA MARK IR -
2381 FL0 Q
DURHA4. CA 95
Situsjress
2391 FLORIDA LN s� '.. ... ,- 1 j •� �•
DUWM. CA 95938- 72 ,�•,�cr 'L: �, ,• o.
10
Legal' nems)'!-
SILA I FAMILY TR S'� �.:; _ ' '` f`:• A
1661' N7ANITA A :'. '' :�', ��.�..� 4a ..,'p.
CHIC °CA 95926. �,'.
4M ��
4d 'n: o tofo013:23.26 �,
Lion Pt rtecQ [Y 1 �`"•
ch
rA
Li
�,•'.., �:• �;i'. •+• ,-� /fid \`�
py�,,,,r M F•� ,'L y l
•fig ^,��
IMPORTANT
TION SHOWN ABOVE MAY NOT RF FLE ALL IIVS7 Tfi>r DESCRBED UNIT.
THE OWNER INFOENS RECORDED WITH THE
AND AGA
DEPARTMENT OF HOUSING AND COMMUNITY DF. E CoNFIR Oi9l N 3to
TAEC2iRREN'T TITLE STATUS OF THE UNIT MAY BE CONFIR D THROUGH THE DEPARTMENT-
THE
13AS711
\
RECORDING REQUESTED BY:
IIII �II II�'lll�' II1�'I"
I Ilf Il��fl
Fidelity National Title of California
200-000368 1
Escrow No. 202629 -DMP
r Tide Order No. 00202629
Recorded
I REC FEE 10.00
Official Records
I TAX 70.95
When Recorded Mail Document
CoB
unn f
and Tax Statement To:
TTTT
CANDACE JGRUBBS
I
Ms. Tina Marie Ramirez
Recorder
1
2391 Florida Lane
ROSEMARY DICKSON
I
Chico, CA 95928
Assistant
02:05PM 31 -Jan -2000
I Maureen
I Page I of 2
a portion
GRANT DEED SPACE ABOVE THIS LINE FOR RECORDER'S USE
The undersigned grantor(s) declare(s)
Documentary transfer tax Is $ 710. K
( X I computed on full value of property conveyed, or
( I computed on full value less value of liens or encumbrances remaining at time of sale,
[ I Unincorporated Area City of Chico
FOR A VALUABLE' CONSIDERATION, receipt of which is hereby acknowledged,
Piacentine, Trustees of the Piacentine Revocable Inter Vivos Trust
hereby GRANT(S) to Tina Marie Ramirez, A Single Woman
the following described real property in the City of Chico
County of Butte, State of California:
SEE EXHIBIT ONE ATTACHED HERETO AND MADE A PART HEREOF
DATED: January 14, 2000
STATE OF CALIFORNIA
COUNTY OF Butte
0 %J" jgaL' °before me,
personally appeared
personally known to me (or proved to me on the basis
of satisfactory evidence) to be the person(s) whose
name(s) is/are subscribed to the within instrument and
acknowledged to me that he/she/they executed the
same in his/her/their authorized capacity(ies), and that
by his/her/their signature(s) on the instrument the
person(s), or the entity upon behalf of which the
person( act , executed the instrument.
W
Sil
FD -213 (Rev 7/96)
Dennis Piacentine and Janet
Dennis Piacentine and Janet Piacentine, Trustees of the
Piacentine Revocable Inter ivos Trust
Byj/4�
Dennis Piacentine, .Trustee
�S Piacentine, Trustee
. WHITSETT
COMM. 11229842
Q NOTARY "Ll"AL)FORN)ACOUNTp22LmeCmmEzptres 00
3
MAIL TAX STATEMENTS AS DIRECTED ABOVE
GRANT DEED
_. _-_ '.•• ,••.••�•,••••�« 73F723933738r P.
YUL-01-02 07:00 Pt1 DENNIS PIACENTINE 330 691 3610 P.01
My 1.2002
7o whom It uuy conwrrl
As Lepi owns; Wo Ove yas permi60011 to Install a peraL•tWat fourdatlon syv#-i on tho nvblle howc toeatod at
2391 Florida Ort. In Durbam.
if you Ilavc any qucstion plrasc Sivo me or Dcnais Piecenttne a call.
sirimfely yours
sic S kW*
Dennis PlOcatdne
22491.e QWniR
CblCo ► CA 9592H
530 624-1023
t
7
r
`
� �
� � �
`
.
pr ` � � /
.. /
�� /
�
^'
' ''�� ` ' �- � '
� . '��' . � .
� �
� �
�
/
�_ ' . �
�
______�'
�---- ---
_'____� . _-_-__�
` � �
� � , ` ' ' .�
-_-__'_____'
' _____. --_.
-_�«���� -'__---_-�-_-_-
-_-�_ _ -_____---__-
'- --__--'�� '__-
=����-�. __-_-
--. -._ _'_-� _-' � --
� _'-__--____-__-_. _--_--�
a1' ------_�-----� -'
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Oroville, California 95965 • Telephone (530) 538-7541
(Rev. ®0?
12/96) ,� ` APPLICATION AND PERMIT �
ASSESSOR PARCEL NUMBER
040-240-056
ZONING
BUILDING PERMIT
OWNER
RAMIREZ TINA
TELEPHONE
893-3887
SO. FT. OCC. BUILDING VALUATION
1440 R 77,760.00
. OWNERS MAILING ADDRESS
2391 FLORIDA WAY DURHAM CA
CONTRACTOR'S NAME
CHICO MHS
TELEPHONE
895-1774
CONTRACTORS MAIUNG ADDRESS
P.O. BOX 4121 CHICO CA 95927
CONSTRUCTION LENDER
Fireplace
LENDER'S MAILING ADDRESS
Total Valuation $ 77 760.00
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee $ 20.00
Permit Fee 540,5012 $ 270.75
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $ 23.00
BUILDINGADDRESS
2391 FLORIDA LN DURHAM
Energy Plan Checking Fee $
$
PERMIT FEE $ 313.75
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT Fling Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap 7.00
Solar or heat pump water heater 23.00
Water piping 15.00 15.00
Each as water heater or vent 15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Ulilities ❑ Installation ❑ Other ❑
Describe Work: EX MH PERM FND EX SITE
Gas piping stem 1 - 5 outlets 15.00 19.00
Building sewer 15.00
Mobile Home I S I G I W @20.00
PERMIT FEE $ 50.00
ELECTRICAL PERMIT Fling Fee 20.00
OOOVOR UE
Main Service zo.A OR LESS 23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in SII f�ce rd effect. y�/rl� /'�
License Class Lic. No. l I. S1V 3
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ 1, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
Main Service 200A TO 1000A 46.00NEW
CONST. DWELLING OCCUP. SO
OR ADDNS. ( i ACC. BLDS. 3.5¢F7,
=I=ONI.S ' MULTI.OUTLET @7.50
asGirWiGEiEOPPARAT.T 1c a.
20 Q 1.00
Ex. Occup. OUTLET OR FIXTURES BAL o .50
Ex. Occup. ovntDrAP L.16J En 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PERMIT FEE $
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation Insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Poli y Number
e above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
I certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
c e.nsation laws of California, and agree that 'rf I should become subject to the
orkers ompensation provisionsjof section 3700 of the Labor Code, I shall
f with c ply with those provisions.
�7
X Date / _ 0
Sign u pplicant - ❑ Owner Contractor ❑ Agent
An SHA ermit is required for excavations over 5'0" deep and demolition or construction
of ruct, es over 3 stories in height.
MECHANICAL PERMIT Fling Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEt $
Mobile Home Installation Fee $
Energy Inspection Fee $
occ
CONST. TYPE
TOTAL FEE $ 363 75
HAZ.
D. FEES IMP
.�-
D
CDF PAR
PD
HD E
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indi above f wpich fees have been paid.
( / n�
By � Date ` O
PERMIT EXPIRES ON 7 17
ats
R ceiptNo. 360434 3 6 3. 7 5
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PIN INSPECTOR GOLDENROD -APPLICANT
i
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541/ PE �rvc
3ev.'�,?/961 ~ -- q APPLICATION AND PERMIT -
ASSESSORCARC[� — DO1MO BUILDINGPERMIT
r--
OWNERTEIEPNONE SO. FT. OCC. BUILDING VALUATION
Lhz
KCO.TRAc,TOR.S
/c 69 i e Z _OWNERS MAILING ADDRESS04 � _ TEUJ3NONE
/cd b-
CONTRACT RS YAILIN�G ADDRESS
�
CONSTRUCTION LENDER .. .
LENDER'S WUUNG ADDRESS Fireplace
Total Valuation S
ARCHITECT ORENWNEEA UCENSENo. Flirt Fee $7 20.0C
ARCWTECT OR ENOWEERS WAILING ADDRESS Permit FeeM�_
$. (f
auwwcAooaess Plan Checking $ .�j
-3 n Energy Plan ChT FEE
LAT NO. SUa0NSIONs NAYS PARCEL YAP PLUMBING PERMIT Fling FeeT 26.00
USEOFSTRUCTURE Each Trap 7.00
Solar or heat -pump water heater 23.00
11
SF O Duplex O Mobilehome ❑ Other Water piping 15-001/-C, U U
specFv
TYPE OF WORK Each gas water heeler or vent 15.00
Gas I in stem 1 - 5 outlets 15.00 �s • �Q
New O Addition O Remodel ❑ Utilities O hstatlntion ❑ Other ❑ Buildin sewer 15,00 'f
Describe Work: _ Xfs l/ /Lr�APO /7L•P�/ �rv�/yf Mobile Home I S I G w@20.00
PERMIT FEE S x
ELECTRICAL PERMIT Fling Feel 20.00
Main Service 000V OR LESS
S00A OR LESS 23.00
Main Service »w To 1000A I 46.00
NEW CONST: OWELUNG OCCUP. s0
OR AODNS. i ACC. Los. 3.5orr.
YULTFounEr @7.50
NtW GO O.
POWER APPARATUS
A 8-IOLE oun r cat
Ex. Occup. OUnET OR FIXTURES ew 0 L.x
F1 APPUVS. oR -
Ex. Occup. ovnETs Esso. EA ! 5.00
_
Temporary Service j 23.00
Mobile Home Facilities 1 20.00
Wsc. Wiring
23.------------
00 _
SRA PERMIT FEE $ -
rr MECHANICAL PERMIT Filing Fee " 26.00^
Heating
O 44-C.tr Cooling
Hood j 6.50
Ventilation
PERMIT FEt S
Mobile Home Installation Fee E
��� Energy Inspection Fee S
//��
Mc CONST.TYPE TOTAL FEE $
3 / V 3 I NA2 0. rEES f- CDr PARCEL POI._ 1 x /
e,��Q
This permit is hereby Issued under the applicable provisions
iNkYY16ew?
of the Butte County Code end/or Resolutions to do work
indicated above for which fees have been paid.
By Date _
PERMIT EXPIRES ON
0
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET �n
OWNER: PA.
� AASSESSOR PARCEL NUMBER 44 o —,; (f
!
Proposed Building Use: / y p`r Counter Technician: Date: ( r4r az
Items required in order to apply for a permit. At boxes MUST be checked OR marked NA in order to apply.
1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans.
l Complete plans, 3 or 4 sets, signed by the preparer of the plans.
❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
❑ 4. Engineered truss details and layouts in duplicate. No faxes!
0 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 b. the he en ineer.
Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be
indexed and returned to the plan review line-up when required items are received.
Date Received . By
❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................
❑ 9. Plot plan and business license approval from the City of Biggs ....................................
❑ 10. Letter of intent for non-residential buildings..........................................................
❑ 11. Detached Accessory Building Form filled out by the owner ......................................
❑ 12. Hazardous Material Form...............................................................................
❑ 13. Other ....
Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.)
❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet .......................................
❑ 15. Statement of Intent for Non -heated and A/C Buildings .............................................
❑ 16. Sanitation and plot plan approval from °the Environmental Health Department in
❑ 17. City of Chico Plumbing permit.........................................................................
❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ......................
❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check:
�ontact Land Development about ❑ Improvements, ❑ Drainage......aK To �ssyg .......... `14
1 11 zoo -U
'8'2T. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).
X&—Pre-Inspection for required ................
❑ 23. Contractor's license information. (Number, Name Style, Classification) ......................
❑ 24. Worker's Compensation Carrier and Policy Number ..............:..............................
❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) .....................
❑ 26. Letter of Signature authorization....................................................................
❑ 27. Recorded copy of Agricultural Acknowledgment Statement ....................................
❑ 28. Manufactured home utility clearance...............................................................
❑ 29. Existing violations and/or expired permits .............................................
-:F"30. Grant Deed, M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, (7 Check to H.C.D.
❑ 31. Other:
When issued Telephone and hold for pickup. Y �/
ren
I have li en info n' a of the above items and requ' ements for obtaining a building permit. `
Applicant: - Date:
1. Index perm' itapp ication for the above item
2. Additional item required r
Contractor, designer, owner, was advised of the
Plans reviewed by: Date:_
Structural reviewed by: Date:
Note transfer by: Date:
me data by ❑
ibo e data by 11- TjJ6
Plan Check Letter
phone, ❑ mail, ❑ counter, by Date:
phone, ❑ mail, ❑ counter, by Date:
Plans approved by: /2-6 Date: /G p y
_Structural approved by: Date:
Yellow: Building Division
..ti
Jul 12 02 06:51a
p.4
PRE -INSPECTION REPORT
OWNER: Vit V
LOCATION:
CONTRACTOR:—Ll
PRE-INSPETION FOR: f�
DATE TO INSPECTOR: PERMIT HLSTORY:(�/NONE
()(AS
BUILDING INSPECTOR'S REPORT
Building Description:
Commercial/Usage:
Q•
Residential/# of Units:
Currently Occupied__��'
Abandoned/Vacant
Electric:
Yes__ _Z No
Gas:
Condition of Electric
Electric currently On,
Natural Propane None _
Obvious Problems:
Sanitation:
Plumbing Working_ yGlj
Well Working_
Obvious SewageProblems
Comments:
ACTION RECOMMENDED:
inspector:
DATE: id--/ 6
opt!
AN
• r
ti.
Off
Currently on Off
Potable Water �v4�/t,✓
HOLD FOR
Date
Sketch buildings on reverse and indicate location on p'ro ert .
P �'
T
C,t
I �
�1
o
®
�
J
T
C,t
I �
40-24-56 --
}=-
Y
23191 rida Lane, Durham
Permit�#7 k 81P,E (utile MH)relocai
ELEC 3-/9-�/ 2oo,g /oDA
GAS -5-/9-8/ gni /" N/�T
SUPPORT STRUCTURE \ , f
COMPACTICK TEST REQ �[ J
-' , -24- 6 �a D
!Contr : GenecS'hmitt, Vin
Permit -81MHI
s s
`` 40-34-56
N -t-to 2391 Florida Ln Durham--
PermLEC 599-83P;
ELEC12- 't(util, MH)
$- ,3 / G�
GAS /7-s-33X70'- /" AF
COMPACTION TEST R r,0 A.;
SUPPORT STRUCTURE REQ Lt !
40-24-56
Contr: Cal 0" r Mobile Home Service
Permit��o9V83MHI
ed/.2—ice -- A-13
040-240-056 02-1787
RAMIREZ, TINA
2391 FLORIDA LN., DURHAM
CONT: CHICO MHS
EX MH PERM FND EX SITE
4
VECTOR DYNAMICS
FOUNDATION SYSTEM
WIND ZONE 1 & 2
INSTALLATION INSTRUCTIONS
For the State of California
INDEX
SECTION
INTRODUCTION
PIER HEIGHTS
GENERAL INSTALLATION
SET-UP INSTRUCTIONS
METAL PIER & V DRIVE
PARTS LIST
CONCRETE INSTALLATION
SCHEMATICS
WIND ZONE I - SINGLE SECTION
PAGE
NUMBER
3
4
5 & 5a
6
7, 7A, 7B & 7C
889
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
18
COMPONENT PARTS AVAILABLE UPON REQUEST
Foundation System
j�zo 2- - / -7 $ 7
BUTTE COUNTY
.BUILDING DEPARTME
A PPA.'O� ED
Release Date 8/13/2001
Engineer Approval
(LL:
H>:AI.THA tae �AjiO&TA X8551
SUBJECT TO CO REEC iIONS NOTED
APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY
OMISSIONS OR DEVIATION FROM REQUIREMEV; S OF
APPLICABLE STATE LAWS AND REGULATT:o_s
State of California
Department of Housing and Community Development
D STANDARDS
Date 9— / 0 y /
NO. C? I— I�
Plan Approval Expiza 9— 10 - 0 3
I I For Further Information I
TIE DOWN ENGINEERING
5901 Wheaton Drive
Atlanta, GA 30336
404-344-0000
FAX 404-349-0401 '
www.tiedown.com
Tie Down Engineering, Inc.
VECTOR DYNAMICS INSTALLATION INSTRUCTIONS
Irmoduci ion
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 orfrom Tie Down Engineering, titled, Vector Dynamics Installation
Video.
The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II &
III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec-
tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & II), are available through local distributors of Vector Dynamics or directly from
Tie Down Engineering.
General
The Vector Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal
Manufactured Home Construction and Safety Standards in Wind Zones I & II when the system is used as described in these instructions. See manufac-
tures Home Installation Manual for other pier & anchoring requirements The following characteristics apply to both single and multi section homes:
• Main rail minimum spacing of 86 inches or greater.
• Nominal 8 foot or less top plate height at side walls.
• Main rail depth of 12 inches or less.
• Maximum roof slope of 20 degrees (4.4 in. in 12 in.)
• Maximum pier height under main rail of 56 inches (see page 3).
WIND ZONE I
• Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home.
• Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home.
• Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home.
WIND ZONE II
• Maximum single section home width is 15 fL 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 fL, 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.
O
Page 2 California t1/2001
56 i
ma.
Figure 9
Maximum Pier Height (Wind Zones I & II only)
The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches
under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location
in Wind Zone II, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers
must be constructed in accordance with the manufacturer's installation instructions and/or state requirements.
The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check
with the most recent regulations in your state.
56 ii
mai
Unequal Pier Heights ( Wind Zones I & II only r"IvUlC L
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.
Page 3 California /2001
GENERAL INSTALLATION INSTRUCTIONS
SITE PREPARATION
It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or
flowing beneath the home. See manufacturer's home installation manual and state requirements for grading
and other site preparation.
FOOTINGS AND FROST LINES
The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose
vegetation. In areas where frost line/poured footers are required, the Vector system for concrete is used. See
pages 8 & 9.
FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS
Vector Pads must be used in place of conventional foundation pads for each Vector foundation system. Each
(set of) Vector Pad(s) provides two or three square feet of pier bearing support. Vector Systems should be
spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end
of the home. For pier locations in between the Vector Systems, use the foundation pads normally recommended
by the home manufacturer and/or state requirements. Pier heights in excess of 24 inches or when unequal must
follow instructions printed on page 3 of these instructions. Nominal 3-1/2 inch or 4 inch Schedule 40 PVC pipe
or TDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level
ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva-
nized steel compression strut, #59043, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt
and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and
the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the
vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust-
ment bolt is installed through the two square steel compression struts to lock them in place. Foundation pad size
and pier spacing must be consistent with home manufacturers' instructions and/or state requirements.
LUMBER/MOISTURE - TERMITE SHIELD
To cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, when using con-
crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL
PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC
pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber
as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281
must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter
bracket is used on top of the pipe and under the Inside Tie Bracket. In certain regions the optional Moisture
Termite Shield may be required between the lumber and ground.
ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED.
Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths
are the same, the pre-cut boards will also be the same length in each Vector set-up.
STRAP TENSION
All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight-
ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined
as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight-
ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven-
tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation
system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con-
nectors with welds.
N_;_1_0
Page 4 California01
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
4. INSIDE BRACKETS AND
STRAPS
Attach the Inside Tie Brackets to the
U -bolts over the pre-cut boards or
PVC. Attach a strap with hook to
each inside tie bracket. Tighten
bracket. When using looped strap and
a crimp seal, in place of the hook,
place a 3" long section of strap,
folded in half and inserted between
the strap and inside 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 2 & 3
only), use minimum of 3 each V Drive anchors per side. See drawing on page 6 for placement.
Page 5 California 001
Set -Up Instructions for
Vector System #59018
(Kit #59018 is interchangeable with Kit #59007)
Long U -Bolts
1. Set Vector Pads
Clear all vegetation where pads will rest. Place
a long U -bolt in pad as shown. Press or ham-
mer pad into the ground.
2. Set Block or piers on pads.
Center foundation blocks or piers on pads.
Place pre-cut center compression member
between blocks, resting on pads, centers
between U -bolts as shown.
3. Outside Tension Bracket
Attach outside tension bracket as shown to out-
side of pads.
4. Inside brackets & straps
Attach the inside tie brackets to the U -bolts over
the compression member. Attach a strap
w/hook or swivel strap w/nut/washer & bolt
(washers are required). Place other end of the
strap over opposite I-beam & down to outside
tension bracket. Cut strap 12 - 15 inches past
bracket. Attach strap & slotted bolt in bracket.
Tighten strap until tight with 4-5 wraps around
bolt. Repeat with opposite strap.
Page 5a
California /2001
Vector Dynamics
Metal Pig
4mF
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 head. Attach a strap
with hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten inches 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 M001
Vector Dynamics
Foundation Systems es
Component Parts List
Vector System 2000
Kit # 59018
Single piece pads with straps
and slotted bolts
Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732
-------------------------------------------------------------------------------------------
Part #'s included: 59275, 59282, 59276, 83044z & 10999
Vector System
Kit # 59007
ooJft. "Iftl�
Concrete Vector System
CD,o e e e m= Kit # 59008
(for single stack blocks)
®O G ®O o
Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232
Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279
Concrete Vector System
Kit # 59006
(for double stack blocks)
Page 7 California
0
8 2001
• Vector Dynamics
Foundation Systems Component Parts List
Vector 2000 3 Sq. Ft. Pad
Part # 59271
1 required with 59026 Longitudinal System
2 required with 59024 Lateral System
Part #'s included: 59281, 59288,10925, 59232 & 83044z
Part #'s included: 59269, 59113, 59282 & 10999
Adjustable Steel
Compression Strut
PM 59043
Or
these products available
at your local hardware store
SSUte aeatedl
AX4lQ�e
� ea'
4 oc
I 2ea•2X ROQVCQ�Qe
Screw\e •
A"
Vector Lateral Hardware Kit
Kit # 59024
(for use with 59271)
V Drive Anchor Kit
Kit # 59287 (for use with Kit#59007 only)
A. Schedule 40 PVC pipe: 3-1/2" or 4" nominal
schedule 40 polyvinyl chloride pipe or conduit made
from type 1, grade 1, with cell classification 12454
as defined in ASTM D1784. Compound dimensions
and tolerances in accordance to the requirements of
ASTM D1785D. Color can be gray or white. Outside
diameter is 4 inches.
B. Ground Contact Rated Wood: No. 2 yellow pine or
equivalent, pressure treated to AWPACI-1990 mini-
mum, stamped "Ground Contact Rated" on wood or on
label attached to the wood when purchased.
Page 7A California /2001
Vector Dynamics Individual Component Parts Detail
1�0
00
Vector Dynamics Single Block Pad
Part # 59275 1 Sq. Ft. 12 gauge, used in pairs
16-3/16" X 9" x 2-9/16"
Vector Dynamics 2000 Single Block Pad
Part # 59310 2 Sq. Ft. 12 gauge
18.719" x 15.625" x 3"
Vector Dynamics Single Stack Concrete Pad
Part # 59277 12 gauge
17-1/4" x 11" x 5-5/16"
Vector Dynamics Double Stack Concrete Pad
Part # 59273 12 gauge
18.75" x 18.625" x 5.188"
Vector 2000 3 Sq. Ft. Pad
Part # 59271 - 12 gauge
22.5" x 19.418" x 3"
® Vector Dynamics Tension Link
o 0 Part # 59282
6.25" x 2.52" x 3"
D D
Vector 2000 Tension Link
Part # 59288
2.125" x 2.375" x 2.06"
O
Concrete Wedge Anchor
Part # 10530
3/8" X 3-1/2"
Page 713
Slotted Bolt
Part # 59135
�D. 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)
Califom
o Protecto-Strap Carriage Bolt w/Nut & Washer
a Part #59276 p Part # 10925
6.3" x 3.3" x 7/8" ® 1/2" X 2-1/2"
Strap Protectors ®tee Protecto-Strap
Part # 59232 Part # 59279
6.3" x 3.9" x 7/8"
PVC Adaptor
Part # 59281 ® Carriage Bolt w/Nut & Washer
7.25" x 4/56" x 1.42" Part # 10624
3/8"16 x 4.5"
Tie Down Marked &
Certified G120
Shap w/Swivel Connector
Part # Length
59732 12'
59734 14'
59736 16'
Earth Anchors
30" x 3/4" with 2-4" helix
Black Paint: Part #59095
Galvanized: Part #59079
V -Drive Head
Part #59269
Drive Rods
Part#59113
Tie Down Marked &
Certified G60 Galvanized Strapping
Model
Part #
Length
MS35
59150
35'
MS37
59155
37'
MS42
59160
42'
MS60
59165
60'
MS600
59170
600'
Frame Tie w/Hook
8 ft. P/N 59195
10 ft. P/N 59210
12 ft. P/N 59211
Longer Lengths Available
Earth Anchor Stabilizer
12" wide
Black Paint: Part #59292
Galvanized: Part #59294
Page
Vector Dynamics System
for Concrete Applications
Instructions for Vector Kit #59008 (for single stack blocks) ctor
or Vector Kit #59006 (for single or double stack blocks) Fly
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
s
'o
Vector pad
for
concrete
Concrete
footer Page 8
Wood Cap
and wedge
Outside
Tension
Bracket
Wedge
ftQ�a
California /2001
Vector Dynamics System
for Concrete Applications z c-ror
Instructions for Vector Kit #59008 (for single stack blocks)
or Vector Kit #59006 (for single or double stack blocks)
Page 2 of 2
9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors provided. The nut should
be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the
wedge end of the bolt into one of the holes, going through the outside tension bracket,
metal Vector pad and into the concrete.
10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt
above concrete is 2".
11. Repeat for the other hole in the outside tension bracket and the two holes on the other
Vector system pier set.
12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the
Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not
tighten yet.
13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go
over the opposite pier and down to the outside tension bracket, plus 12 inches for
wrapping the slotted bolt. Repeat for the opposite side.
14. Tighten inside u -bolts at this time.
15. Use the outside tension brackets to remove any space between the outside tension
brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets
with a hammer.
16. Wedge the pier set at this time.
17. Using a 9/16" 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
Vector pad
for
o
concrete
Inside
Tie Bracket
kf' 4y
Concrete
Compression
boards c
U -bolt page 9 California 6/2001
WIND ZONE I
I \
Vector Dynamics Systems Required - -
y
for Single Section Homes
(Materials Required)
I
I
I
n WIND ZONE I
n�
o (not to scale)
3
OJ�
z\
00
o �2 sq. ft. pad
instructions and/or state requirements.
Maximum allowable working drag load for the
Vector System with the steel compression strut is
Soil Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report.
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required`: 30" with 4" helix anchor (59095),12" stabilizer plates (55292),
1-1/4" frame ties w/4725 lbs. min. breaking strength.
Home Length
Vector Systems
Required
Anchors Required
Per Side "
0 to 72'
3
2
73 to 90
4
3
• Anchor and stabilizer plate combination
Each Vector Foundation System requires
Y One Mactor Kit, 2 slotted bolts .
Y 2 ea. 1-1/4 In. ties, length will vary with pier height
(4725 Ib. min. break),
V 1 ea. 4 x 4 pressure treated wood
compression member
Y or 2 ea. 2 x 4 pressure treated wood
compression member
Y or 1 ea. 3-1/2" or 4 nominal SCH 40 PVC
pipe compression member
'# or 1 TDE adjustable steel strut
N
O
3
N
0
O
V -Drive anchors
are used only in
WIND ZONE I
(not to scale)
sq. ft. pad/
WWI— �)� NOTE: Vector Systems should be spaced as evenly as
Is practicable along the length of the home. Pier spacing
must be consistent with home manufacturers' installation
Instructions andlor state requirements.
Maximum allowable working drag load
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 IIV" Drive Anchors
Home Length
Vector Systems
Anchors Required
Each Vector Foundation System requires
• One Vector Kit, 2 "V" Drive Anchors, 4 slotted bolts
WIND ZONE I
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
Vector Dynamics Systems Required
• or 2 ea. 2 x 4 pressure treated wood
compression member
J
Single Section Homes
73' to 90'
4
4
• or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression
Difficult Soil Conditions
member (center compression member only)
- _
1e seck%o
of sysfneo a19u1de1ines'
u
It s1
aging 191 s a0v%on—
in
" �XatnPsh01
{s 9e�s� be <O
home
1
1Huskfa« d sPao`n9 m
' - '
irk
'.
` ♦ 1 I
ads
oUndata
,r.
: •>
1 \ +
iuCD
+fir_
"r'
,����: � kr,
&a��
K. m ex.o.c•�yp'
4
N
O
3
N
0
O
V -Drive anchors
are used only in
WIND ZONE I
(not to scale)
sq. ft. pad/
WWI— �)� NOTE: Vector Systems should be spaced as evenly as
Is practicable along the length of the home. Pier spacing
must be consistent with home manufacturers' installation
Instructions andlor state requirements.
Maximum allowable working drag load
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 IIV" Drive Anchors
Home Length
Vector Systems
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' to 90'
4
4
• or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression
member (center compression member only)
• or 1 TDE adjustable steel strut
' "V" Drive Anchor, Part Number 59269 • 2 ea. 2x4 pressure treated wood for
"V" Drive Anchor connection.
Note: PVC pipe cannot be substituted for wood on the
"V" Drive Anchor connections.
N
to
M
N
Metal Pier Sets
ZONE I
Vector Dynamics Systems Required
for Single Section Homes Up to 72 ft._
(Materials Required) _ -' _ _ tion ho s�gms u'deNnes'
ie sec Xot SY nua1 9
_ - f a 72 f ; spaCin9e°'S a\\00n n`a
EXamP1h Ws 98n i be 10 n°m -
-111us1tali d SPa�ln9 mus , -
�� ads ao
I
+_- e
W-, R" &,
ZONE
sq. ft. pad/
Soil Classifications:
Soil Bearing Capacity:
Anchors Required:
Materials
2, 3, 4A, & Q
1,000 PSF minimum
3/4" x 30" with 4" helix anchor (59095)
12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties
Each Vector Foundation System requires
one Vector Kit, 2 slotted bolts
2 ea. 1.1/4 x 12 ft. ties (4725 Ib. min. break)
1 ea. 4 x 4 wood compression member
or 2 ea. 2 x 4 wood compression member
Home Length
Vector Systems
Required
Anchors Required
Per Side `
0 to 72'
3
2
73' to 90'
4
3
' Anchor and stabilizer plate combination
NOTE: Vector Systems should be
spaced as evenly as is practicable
along the length of the home.
TIE
DOWN
f fIGINI IRIH
C.
d
.y
0
3
N
WIND ZONE I-' "" 1
_
Vector Dynamics Systems Required _ _ - - - " "bye se % " y ke2'a% g"�de Ines
for Double Section Homes _ - - - " " f a i2 fad pao�nm9 \JeGt0!
(Materials Requiredl- - " )(3. 0Po sgebetOh
' - - ��\ � Patio sPa°'n9 0\3s
ds and - I `
-- - �\
\ I
�i
,
Maximum allowable working drag load
for the Vector System with the steel
compression strut Is 3,150 pounds per
the K2 Engineering test report.
` NOTE: Vector Systems should be spaced as evenly as
is is practicable along the length of the home. Pier spacing
must be consistent with home manufactum' Installation
Instructions andlor state requirements.
Soil Classifications: 2, 3,4A, & 4B
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required: None (marriage wall anchors may be required by home manufacturer)
Home Length
Vector Systems
Required
0to48'
2
48' to 71'
3
72' to 89'
4
Each Vector Foundation System requires
• One Vector Kit, 2 slotted bolls
• 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. 3-112" or 4" nominal SCH 40 PVC
pipe compression member
• or 1 TDE adjustable steel strut
v
O
3
N
WIND ZONE 1 -- '
Vector Dynamics Systems Required uorrQm
for Multi Section Homes �.01-a � e�hoM�s,a\
(Materials Required) _ , , a' snows ge stbe to
(1\lus�re�d sPao\n9
` F ound0on Pads
I F
s ,
Soil Classifications: 2, 3,4A, & 4B rs -
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.Pler
spacing must be consistent with the home Installation
manual.
OD '2 sq. ft.
N
O
O
•L�r�^^-=a��F�. � y �md
Maximum allowable working drag load
for the Vector System with the steel
compression strut Is 3,150 pounds per
the K2 Engineering test report.
Materials: Each Vector foundation system requires
One Vector Kit
2 ea. 1-1/4 in. ties (4725 Ib. min. break)
1 ea. 4 x 4 wood compression member
or 2 ea. 2 x 4 wood compression member
or 3-1/2" or 4" nominal SCH40 Pipe
com ression member or 1 TIDE adjustable
ateePatrut
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.Pler
spacing must be consistent with the home Installation
manual.
OD '2 sq. ft.
N
O
O
•L�r�^^-=a��F�. � y �md
Maximum allowable working drag load
for the Vector System with the steel
compression strut Is 3,150 pounds per
the K2 Engineering test report.
Materials: Each Vector foundation system requires
One Vector Kit
2 ea. 1-1/4 in. ties (4725 Ib. min. break)
1 ea. 4 x 4 wood compression member
or 2 ea. 2 x 4 wood compression member
or 3-1/2" or 4" nominal SCH40 Pipe
com ression member or 1 TIDE adjustable
ateePatrut
- 1 ♦ I �
WIND ZONE II (Hurricane)
1
Vector Dynamics Systems Required
y
for Single Section Homes - _ home S, e„nes•
1 �
c %on s stem t guid ,
(Materials Required} --_ - ' tis,ng�e \tecta tnant) _-,t
.
of a 2 at sPaek me instatt
mple s gene( a to ho
vEat d sPa ng must a
111 s an
n Pads
I . datio _ ♦ ,
Foun - �.. - - 1
Y �
7
O
N
O
0
WIND ZONE II
(not to scale)
\2 sq. ft. pad/
'NOTE: For single section homes
with eaves that exceed 6 Inches
In Zone 2, two additional frame
tie anchors with stabilizer plates
(one anchor and one plate per
side) must be Installed In additon
to the number of anchors listed
In the chart below.
Maximum allowable working drag load
for the Vector System with the steel
compression strut Is 3,150 pounds per
st report,
Soil Classifications: 2, 3, 4A, & 4B the K2 Engineering to
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required': 30" with 4" helix anchor (59095),
1-1/4" vertical ties w/4725 lbs. min. breaking strength.
Home Length
Vector Systems
Required
Anchors Required
Per S Ida "
Eaves 6"
or less
Eaves over 6"
less than or
equal to 12"
0to48'
4
4
5
49' to 60"
5
5
6
61' to 72'
6
6
7
73" to 84'
7
7
8
85' to 90'
j 8
8
9
-r-
2. 1t. Mat' %J9.
Vector Systems should be spaced as event y as Is
practicable along the length of the home. Pler 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. 3-112" or 4" nominal
SCH 40 PVC pipe compression
membe ff • or 1 TDE adjustable steel Strut
WIND ZONE II
Vector Dynamics Systems Required n hone ms e11�esD
for Double Section Homes - - - " " " ub�e se��e for s manual g�,d
(Materials Required) - " " f " 72 fradO actrtg tO sta►latton
8 1 SP a o
v
O
3
N
00
N
O
0
NOTE:
Vector Systems should be spaced as evenly as Is prat
the length of the home. Pier spacing must be conslste
manufacturers' Instructions and/or state requirement:
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
m
Maximum allowable working drag load
—L
for the Vector System with the steel
rn
compression strut Is 3,150 pounds per
5
the K2 Engineering test report.
v
O
3
N
00
N
O
0
NOTE:
Vector Systems should be spaced as evenly as Is prat
the length of the home. Pier spacing must be conslste
manufacturers' Instructions and/or state requirement:
Soil Classifications: 2, 3, 4A, & 4B
Soil Bearing Capacity: 1,000 PSF minimum
Anchors Required*: 30" with 4" helix anchor (59095),
1-1/4" vertical ties w/4725 lbs. min. breaking strength.
Home Length
Vector Systems
Required
Anchors Required
Per Side'
0to48'
4
4
49' to 60"
5
5
61' to 72'
6
1 6
73" to 84'
7
7
85' to 90'
8
8
Each Vector Foundation System requires
• One Vector Kit, 2 slotted bolts
• 2 ea. 1-1/4 In. ties, length will vary with pier
height (4725 Ib. min. break).
• 1 ea. 4 x 4 pressure treated wood
compression member
• or 2 ea. 2 x 4 pressure treated wood
compression member
•.or 1 ea. 3-1/2" or 4" nominal
SCH 40 PVC pipe
compression member
• or 1 TDE adjustable steel Strut ff
WIND ZONE 2
Vector Dynamics Systems Required
3 Section Homes
(Materials Required)
i7.
IN
U3
CD
v
n
N
O
3
W
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
fl,�tes 0a
I ads
�ounolon
�.
® 4
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.
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. 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
compression member or 1 TOE adjustable
steel strut
VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS
This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classed
as Class 4A 413, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class
5 conditions (above 50 in. lbs.), contact Tie Down Engineering.
SOIL CLASSIFICATIONS
Soil Class •
Types of Soils
Blow Count (ASTM
Soil Test Probe (1)
D1586)
Torque Value (2)
1
Sound hard rock......
NA
NA -
Very dense and/or
40 -up
More than 550 in. lbs.
cemented sands, coarse
2
gravel and cobbles,
preloaded silts, clays,
and corals
Medium -dense coarse
24-39
350-549 in. lbs.
3
sands, sandy gravels, very
stiff silts and clays
4A
Loose to medium dense
14-23
275-349 in. lbs
sands, firm to stiff clays
4B
and silts, alluvian fill
175-275 in. lbs
Peat, organic silts,
0-14
175 in. lbs
5
inundated silts, loose fine
and lower
sand, alluvium, loess,
varied clays, fill, fly ash.
(1) The purpose of the soil test probe is to gage the strength of the soil below the surface
and near the anchor's helical plate. The strength of the soil is estimated in terms of its'
resistance to penetration (flow) under load by means of the torque probe and is measured in
inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.;
the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft
must be of suitable length for anchor depth.
(2) A measure synonymous with moment of a force when distributed around the shaft of the test
probe.
Information about geographical areas of termite infestations which might require the optional termite
and moisture shield when a wood compression member is used may be obtained from the local
building official or may be found in the 1995 edition of the One and Two Family Dwelling Code.
co
Page 18 California 8/2001
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT O.
7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541
APPLICATION AND PERMIT
_ Ani_,_
ASSESSOR PARCEL NUMBER -
Q-� - J
ZON G
BUILDING PERMIT
OWNE®RS
TELEPHONE
SO. FT. OCC. BUILDING VALUATION
OWNMAILINGA=l
.,P,DRESS
Of'L Gt�
CONTRACTOR'S NAME
TELEPHONE
CONTRACTOR'S AILING ADDRESS
Fireplace
CONSTRUCTION LENDER
ox/ f-
UNKNOWN
Total Valuation $
FilingFee
$ 10.00
LENDER'S MAILING ADDRESS
Permit Fee
$
ARCHITECT OR ENGINEER
"elDAI
LICENSE NO.
Plan Checking Fee/V//-To-
$ O
Penalty
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Permit fee
$
BUILDING ADDRESS G / rsf
/r
-PLUMBING PERMIT
Filing Fee 10.00
//
leo
Each Trap
_
2.00
Repair drainage or vent piping
5.00
Water piping
LOT NO.1�uc�gudl
1,5 -ye -1,6
BDIVISION NAME
C
PARCEL MAP
Each qas water heater or vent
5.00
Gas piping system 1 - 5 outlets
116,00
USE OF SJRUCTURE
SF ❑ Duplex❑ MobilehomeL,Other
SPECIFY
Building sewer
Lawn sprinkler system
5.00
TYPE OF WORK
New ❑ Addition Remodel ❑ Utilitie,s❑ Installation❑ Other
Describe work: mazl lr .G
x�s� ('Ar
�/
Permit Fee
$
Contractor
ELECTRICAL PERMIT
Filing Fee 10.00
Main service 100V OR LESS
100 AMP OR LESS
5.00 %() (%
Main service EA. ADD'L 100 AMP
2.50 Imo•
NEW CONST. DWELLING OCCUP.N
OR ADDNS. ACC. BLOGS. I
22 sq ft
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check One):
ElI am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full force and effect.
License No. Classification
56 I, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
❑ I. as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
❑ 1 am exempt under Sec. , Business and Professions Code
for this reason
NEW CONSTR -OUTLET 2.50 ea
N.N.RESID BRANCH CIRC TS
NEW CONSTR. I POWER APPARATUS 6
NON-RESID. ISINGLE OUTLET CIR.
50 @ 25¢
Ex. Occup OUTLETS OR FIXTURES BAL@1
Ex. Occup.(OUTLETS P(RESID.)FIXED ALNS.REA. 2.00
Temporary service 10.00
Mobile Home Facilities 15.00 ; C7
Misc. Wiring
7.50
Permit Fee $ 12, Q
Contractor J iOe
MECHANICAL PERMIT
Filing Fee 10.00
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.
❑ I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shal I be deemed revoked.
Heating
Cooling
Hood
3.00
Ventilation
permit Fee
S
Contractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the County of
Butte to enter upon the above-mentioned property for inspection purposes.
I also agree to save, indemnify and keep harmless the County of Butte against
all liabilities, judgments, costs, and expenses which may in any way accrue
against said ounty in consequ ce of the granting of this permit.
< Date ` S - X /
gna ture of Applicant t— Owner Contractor 1:1 Agent ❑
kSAn OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over3 stories in height.
Mobile Home Installation Fee $
+�
TOTAL PERMIT FEE $ s
OCCUP. GROUP
_ /
c
I TYPE OF CONST.PARCEL
(/ .`
,
PD
vJ
ND 550
P
This permit is hereby issued under
sions of the Butte County Code and/or
work indicated above for which
DIRE QR OF BLIC
A
By
PERMIT EXPIRES Date
the applicable provi-
resolutions to do
fees have been paid.
WORKS
f �i/
Date ✓} 11
��-
Receipt No. / Z
�
WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT
}COUNTY OF BUTTE - DEPARTMENT..AF,PUBLIC WORKS -BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE^'CALIFORNIA 95965 - TELEPHONE,: 91.6%534-4541
PERMIT APPLICATION DATA SHEET
w Permit No.
OWNER i /' C, A. P. No. 4U-,7
Proposed Building Use
Permit Fee Based Upon: Complete Contract Price DPW Valuation
Other (Explain)
Building Inspector_ �� //(/I GI.G/ Nl Date
At time of permit application, I was advisedthe-f-Qj lowing data must be submitted prior to permit processing
and/or issuance: DATE RECEIVED APPROVED
1. All items have been submitted. . . . . . . . . . . . ;
2. Plot plans in duplicate/triplicate. .. . . . . . . . .
3. Complete plans in duplicate./triplicate. .
4. Complete engineered plans and calcs. . . . . . . . . .
5. Plans with Energy Design Compliance Statement. . . . . .
6. State Energy Forms No.
7 Statement of Intent for Non -Heated and AC Buildings- .
8. Fees of $ . , . . . . ,
9r -Letter of signature authorization. . . . . . . . . . .
10. Sanitation approval from ( (_3 Health Dept.
11. Planning approval for (A) Use: (B) Parking:
12. Certificate of Workmen's Compensation Insurance.
13. Contractor's License Information (no., name style, cl.assif.)
olle �. Owner -Builder Verification (Given to owner ail to owner ❑)
15. Improvements may be required. . . . . . . . . . . .
16!Mobi lehome Installation Data. >tr
•Pre-Inspec. request to r
17. Pre -inspection for �y=S'� � �' i.l� quired. Building Inspector (Dote)..
18. Other
When you issue the permit, process as follows: Mail to owner. Mail to contractor.
Telephone and hold for pickup at office. Deliver w/inspector.
Other
K
Applicant �/% Date 3_s
// /T
Copy of plans sent Health Dept., Fire Deptr.., Other Date
During the plan checking process, the following,tdata must be submitted prior to permit issuance:
(For required items not checked above at time of application, c' c item.)
1. Index permit for above Items No.
2. Additional items required:
(Contractor, Designer, Owner) was advised of above required data by Telephone Mail Other
By Date
Plans checked by Date
Plans approved by Date Z
Other:
Copy—DPW
To: Building Depsrumente
From: EnV.ironmental Health
r
subject.. Sanitation Cleara
n
ce
Paan
a.pprovd f or
Sewage disposal ✓ ..w.�...
waster
ct, ""
Pp --Y
Hold
final for:
water
suppl;r
.�.�
Final clearance O.K. for.. water suppl,,-
Cl.earance for l edroom mobile home. Other
Clearance for add` -tion of
Note
D�j to
r
COUNTY OF BUTTE - Department of Public Works
7 County Center Drive, Oroville, CA. 95965
OWNER -BUILDER VERIF ICAT ION
x
Phone: 916-534-4541
Attention Property Owner:
An "owner -builder" building permit has been applied for in your name and bearing
your signature.
Please complete and return this information in the envelope provided at your.
earliest opportunity to avoid unnecessary delay in processing and issuing your build-
ing permit. No building permit will be issued until this verification is received.
1. I personally plan to provide the major labor and materials for construction
of the proposed property improvement (yes or no)�s
2. I (have/have not) 11'a1/t_ signed an application for a building
permit for the proposed work.
3. I have contracted with the following person (firm) to provide the proposed .
construction:
Name
Address U City
Phone Contractors License No.
4. I plan to provide portions of this work, but I have hired the following
person to coordinate, supervise,,and provide the major work_:
Name
Address 444Q4 4 City
Phone Contractors License No.
5. I will provide some of the work but I have contracted (hired) the following
persons to provide the work indicated:
Name Address Phone Type of Work
Signed:
Property Owner.
Social Securit,
Date
0
NOTE: This Owner -Builder Verification.is sent to you as required by Sections 19831
and 19832 of the California Health and Safety Code.
This verification must be completed and returned to our office before we are
permitted to issue the permit.
COUNTY OF BUTTE - UE'RRiVIENT OF PUBLIC WORKS PERMIT NO.
7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541
APPLICATION AND PERMIT
ASSESSOR
,,PARCEL NUMBER ZON G
BUILDING PERMIT
OWNER, TELEPHONE
OWN 'S MAILING DRIES
' OLc 6
SQ.FT. OCC. BUILDING VALUATION
CONT ACTOR'S NAME
TELEPH NE
CONTRACTOR'S AILING ADDRESS
Fireplace
CONSTRUCTION LENDER
ICIO�RESS
UNKNOWN
Total Valuation is
Filing Fee
$ 10,00
LENDER'S MAILING
Permit Fee
$
ARCHITECT OR ENGINEER
�bA/
LICENSE NO.
Plan Checking Fe U
O
Penalty
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Permit tee
$
BUILDING ADDRESS
�� i �li e Ste. l
PLUM NG E IT
Filing Fee 10.00
J
Each Irap
2.00
Repai rainage or nt piping
5.00
Water ing
LOT NO.
E11`-1
SUBDIVISION NAME
�CL;a�{ %- ��
PARCEL MAP
Each as water heater or vent
5.00
s piping system 1 - 5 outlets
USEOF SJRUCTURE
SF [:1Duplex❑ Mobilehome Other
SPECIFY
ding sewer
awn sprinkler system
5.00
TYPE OF WORK
New❑ Addition Remodel❑ Utilities❑ Installation❑ Oth
Describe work: L'�ur lci. e ,'
'�
Penult Fee
$
Contractor 'r• .
ELECTRICAL PERMIT
Filing Fee 10.00
Main service 600 AMP OR001 OR SLESS
5.00
Main service EA. ADD'L 100 AMP
2,50C `
NEW
OR AODNST (ACCLBLDGS.LING CCUP.D)
2¢sgft
CONTRACTORS (CENSE LAW
I declare under penalty of perjury (Chef ):
❑ I am licensed under pro 10 s Of Chapt. 9, 3 of the Business
and Professions Code y license Is to force and effect.
License No. ClassL n
® I, as the owner, or my emplo s with ges as their sole compen-
sation, will do the work,and h str a is not intended or offered
for sale. (Sec. 7044)
❑ 1, as the owner, am exclusive racting with licensed contract-
ors. (Sec. 7044)
❑ I am exempt under Sec. Business and Professions Code
for this reason
NEW CONSTR I.OU7L T 2,50 ea
NON•R ESID BRA CH CIRC TS
NEW CONSTR (POWER APPARATUS D)
NON RES D. \SINGLE OUTLET CIR,
Ex. Occup OUTLETS OR FIXTURES 50 @ 25
IXED AP LNS. OR
Ex. Occup.(ouTLETS (RESID.)EA. 2.00
Temporary service
10.00
Mobile Home Facilities 15.Od , ('JV
Misc. Wiring 7.50
Permit Fee $ D
Contractor ivC
MECHANICAL PERMIT
FiIingFee 10.00
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.
❑ 1 have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith Comply with such
provisions or this permit shall be deemed revoked.
Heating
Cooling
Hood
3.00
Ventilation
penult Fee
S
Contractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the County of
Butte to enter upon the above-mentioned property for inspection purposes.
I also agree to save, indemnify and keep harmless the County of Butte against
all liabilities, judgments, costs, and expenses which may in any way accrue
against saiounty in consequence of the granting of this permit.
/ C
X =' LDate 3 5�- ,3
Signature of Applicant — Owner 9 Contractor ❑ Agent ❑
'An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures 3 stories in height.
Mobile Home Installation Fee $
div
TOTAL PERMIT FEE $ n J
oCCUP. GROUP
I TYPE OF CONST.
PARCEL
PD
ND ISSUE
This permit is hereby issued under
sions of the Butte County Code and/or
work indicated above for which
DIRECTOR OF PUBLIC
By
PERMIT EXPIRES Date
the applicable provi-
resolutions to do
fees have been paid.
WORKS
Date
over
Receipt No. ���
WHITE-D.P.W.. TELLOW-ASSESSOR, PINK -1• ^.TOR, GOLDENROD -APPLICANT
S-A
lf-lel F' l Cvc7
A setback of 5 ft. from the
property Ynes and a se-kack
s� c -y -y E� cf 50ft. From the road
ewnterline sha;l be clear o=
strLCKIMS or equipment-W(MPt
-tor ,&'** ft. eave ov--rhai g.
f„
C.
'r
I f
�' t
A �rm;t will be required $
• c mobilel:otr
Y, insidlnticn of the r a
•I' �nneu`lons shall kae w➢thi9
Uii ity.c =ither
4 ft. of she m obJehome,
! d rectly beNr.d or within t' -ie rear
r half of he roadside (left) of tie
F
5tic11 Be in
'T als & Warkrr'ans ac,t'ces th
s�� 'Matecgnized GcDeciiicc use in d C�
kcor'4oe+ee wrei c-N:)e, j IkkMaGh;V► de! an
nc
a' fay d�q. °I"a C;
Uel Cade.
a t4afic�al
cificarlons VAUS! �6
• THS sE��F"`"' S s III to
Ke ori "the j ob at a I trmes and it is I a gout
Uf a an~ rmissior horn -25 or }the Depwtm0-1 er# of P,Jblia
WO.ks, count c4 Butte._
vr/o-ks, Y
/_4'
t
r
1
1
1 ' 1
r
170 v _
IJTT-E COUNTY:
BUIL ,ING DEPARTMENT
PPROYED
compaction y
s wo i` E. s .Asp
Jho � 8I
PERMIT NO. 707-81P,E' A
PERMIT EXPIRES �`' `'
OWNER
J.E.. GRAY
CONTR. Owner
ASSESSOR PARCEL 40-24-56
'LOCATION 2391 Florida Lane, Durham
a
t
r,
a
;b
C
r
i
Temp. Power Pole
Called PG&E
Temp. Elec. Service
Called PG&E
Temp. Gas Ser ice
Called G&E
JOB FINALED (Date)
?�� � Signature
J = OK -'
0 = Not OK
— = Not Applicable MOBILEHOMES
= Not Ready „
MISCELLANEOUS
4 ,
Date
MOBI EHOME UTILITIES (Plans) OK except N's
Date
DECKS, COVERS, CARPORTS, ETC. (Plans) OK except ✓I's
Zoning Requirements—Setbacks—Easements
1. Zoning Requirements—Setbacks—.Easements
oils; Speci 1 MH Support—Sketch
2, Footings; Size—Depth—Spacing—Connectors
e est—Fall-C/0—Concrete
3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails
ater; Location—Test—Easement Needed (Sketch)
4, Wood Awn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rfg.—Bracing
tricity; Location—Clearances—Grnd.—/lC✓ Amp—Concrete
5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures
as• ocatiorrTest—Wrap:/Za"L"ft./ /"Nat.or/ /"L"ft./ /"LPG
6. Carports; Windows—Doors
ility Clearance
7. Elea —
Card -BI
Date Card -BI Date
Card -BI
Date Card -BI Date
Card -BI
Date
Date Card -BI Date
MOBI HOME INSTALLATION (Plans) OK except N's
Card -BI
Date
Date Card -BI Date
POOLS (Plans) OK except #'s
Zo 'ng Requirements—Setbacks—Easements
1, Setbacks—Easements
V'foqdngs; Size—Spacing—Marriage Line
2. Soils; Compaction—Structure Stability
as MH Test—Demand—Valve—Connector
3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining
lec ity; MH Test—Crossovers—Breakers—Clearances
4, Elec.; Receptacles and Lighting; Distances—GFI
rai ; MH Test—Fall—Flex Connector
5. Elec.; Pool Lighting; 15 volts—GFI
ate,• MH Test—Regulator—Connector
6. Elec.; Enclosures; Conduit Entries—Terminals—Listed
at -and Sewer Connected—C/0 to Grade—HD Approval
7• Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater
and Electricity Tagged
8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg.
Boxes—Enclosures—Panel boards—Ins. to Main in Conduit
; Insp.—Sketch
1 Cert. of Occupancy
9. Health Department Approval
10. Plumb; Cir. Test—Water Supply Test
Card B -I
Date Card -BI Date
Card -BI
Date Card -BI Date
Card B-1
Date Card -BI Date
Card -BI
Date Card -BI Date
$ S G 009 C4 3 / 7/ 8/
V = OK
0 = Not OK
- = Not Applicable
* = Not Ready
RESIDENTIAL (Single and Duplex) r
Date
UNDERFLOOR Plans OK exce t#'s
Date
FRAMING (Continued)
1. Zoning requirements -Setbacks -Easements
48.
Property Line Firewall & Openings
2.
Ftg., Main; Soils-Steel-Elec. Grnd.- / /'' Ftg. Depth
49.
Ext. Doors -One 3' -Check Garage -3rd story, 2 exits
3.
Ftg., Garage; Soils -Steel- / /" Ftg. Depth
50.
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
4.
Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth
51.
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
5.
Stemwalls, Main; Steel-Blockouts-Wrapped-Slab
52.
Siding -Nailing -Veneer
6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab
53.
Stucco Mesh -Drip Screed-Fdn. Vents-Underfir. Access
7.
Piers -Fireplace Ftg.-Steel
54.
Glazing Area -Glass Protection -Skylights -Plastic
8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test
55.
Shear Walls; Nailing -Bolts
9. Gas Pipe; Size -Anchors
10.
Water Pipe; Test -Anchors -Regulator -Service Test
11.
Electric; Underground
12.
Plenums & Ducts; Clearance -Material -Support -Ins.
13.
Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
Card -BI
Date Card -BI Date
Card -BI
Card -BI
Date Card -BI Date
Date Card -BI Date
Card -BI
Date Card -BI Date
Date
FINAL (Plans) OK except k's
56. Ext. Steps -Door & Sidelight Protection -Landings
Card -BI
Date
Date Card -BI Date
PLUMBING (Permit) OK except O's
57.
Smoke Detector
14.
Water Ht.; Vent -Access -Combustion Air
58.
Furnace; Vents -Clearance -Comb. Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
15. Water Pipe; Test & Anchors -Nail Protection
16.
D.W.V.; Test-Fttngs & Anchors -Nail Protection
59.
Bedroom Exiting
17.
Shower Pan; Test, First Floor -Tub Access
60.
G.F.I. & Bath Fixtures & Tub Access
18.
Test Tub & Shower, 2nd Floor -Tub Access
61.
Elec. Trim & Subpanel; Breaker Sizes -Labels
19.
Gas Pipe; Size & Anchors
62.
Stairs & Rails
63.
Fireplace or Stove; Clearances -Hearth
64.
Elec. Outlets at Wood Panel; Int. & Ext.
Card -BI
Date Card -BI Date
65.
Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance
Card -BI
Date Card -BI Date
66.
Elec. Outlets & Receptacles at Kit. Counter
Date
ELECTRICAL Permit OK except q's
67.
Garage Fire Door; Swing -Landing -Closer
68.
A.C. Duct in Garage -Damper
20.
Fixture & Transformer Clearance -Ins. Protection
69.
Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.-
In Garage; Above Floor-Mech. Protection
21. Elec. Receptacles Spacing -Lights &Switches at Doors
22.
Size Boxes & No. of Conductors -Stapled
70.
Plb., Elec. & Mech. Equip. Listed for Location
23.
Romex Installed Close to Edge of Studs & C.J.
71.
Elec. Receptacles in Garage; (G.F.I.)-Romex Protec.
24.
Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water
72.
Insulation -Foam -Looked in Attic F) Yes
25.
2 Appliance Circuits in Kitchen & Conductor Size
Guard Rails &Deck Construction -Post Caps
26.
Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al
74.
Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance
Looked under Floor ❑ Yes
27.
Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al,
Insulated Neutral ❑Yes [3 No
75.
Following instld.: Drive ❑ Yes ❑ No; Walks E) Yes E] No;
Planters El Yes E) No
28.
Service -Riser Conductors & Ground -Main Disconnect
76.
Stucco; Brown -Finish
29.
Equip. Clearances; Panels-Motors-Mech. Equip.
77,
A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet
30.
Clothes Closet Light -Shower Light
78.
Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs.
79.
Water Well; Disconnect, Electrical, Plumbing
80.
_
Exterior Elec. Trim; G.F.I. Receptacle -Underground
Card B -I
Date Card -BI Date
81.
82.
Ventilation throughout House
Glass Protection
Card B -I Date Card -BI Date
Date
MECHANICAL (Permit) OK except q's
83.
Corrections from Previous Inspections
84.
Gas Test -Meters Tagged; Gas -Electric
31.
A.C. Ducts; Insulation & Support
85.
Water & Sewer Connected -C/O to Grade -HD Approval
32.
33.
34.
Vent Fan; Exhaust above Insulation
Condensate Drain & Overflow; Size & Grade
Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet
86,
Energy Compliance Certificate -Other Certificates
35.
Attic Access & Platform if Furnace in Attic
Card -BI
Date Card -BI Date
Card -BI
Date Card -BI Date
Card -BI
Card -BI
Date Card -BI Date
Date Card -BI Date
Card -BI Date Card -BI Date
Date
FRAMING(Plans) OK except N's
36. Sills; Proper Material & Anchors
Comments at Final:
_
37.
Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound _
38.
Bearing Walls over Girders & Floor Nailing
39.
Draft Stop in Walls (rat proof)
_ 40. Fire Stops; Furred Ceilin s-Stairs-Chases=Tub
_ 41. Header & Beam -Size & Bearing
42. Hangers -Post Caps -Anchors -Connectors
_
43.
44.
Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthnq.-Rfng.
Fireplace Ties or Type A Flue -Fireplace Throat
45.
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
46.
Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions
47.
Garage Fire Protection Framing
(NOTE:Anentrymust be made each time youvisit jobsite)
COUNTY OF BUTTS
DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE : -
OROVILLE, CALIF. - 534-4541
CERTIFICATE OF OCCUPANCY
This mobilehome has been installed in accordance with the reqquirements
of the California Administrative Code, Title 25, Chapter 5, Andgr permit
number `ol ��r 7— / for the following location: d %lUW.
<,
Owner J'
Owner's Address YG A"�cA%/0-1Azol-
Mobilehome Mfg. e / / d� /p/ M o d e I Year ZSR
Insignia No. /�i�`� �7 y/� % Serial No.X4� n OW -6
It is hereby certified for occupancy at the above escribed location and
may be occupied.
/�- y� Director f Public Works f
Date--///IF/5-
ate -/// /5 / C�/ By i xy,
THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED
White - Owner, Yellow - Installer, Pink - D.P.W.
COUNTY OF BUTTES- DEPARTMENT .OF PUBLL,IC WORKS PERMIT O._
7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 O -
APPLICAT)ON AND PERMIT
ASSESSOR -ARCEUMBE
• S� '
7
zO NG
BUILDING P
OW
OW ER7 ,�� �
TELEPHONE
SO. FT. OCC. BUILDING VALUATION
MAILING ADDRESS
CCTR ACR•S NA� C//�56#"17
CONTRACTOR'S MAILING ADDRESS p
P-0. -Q, BQK 2,51 S lAf/9 � 9��%�
Fireplace
CONSTRUCTION LENDER
UNKNOWN
Total Valuation Is
Filing Fee
$ 10.00
LENDER'S MAILING ADDRESS
Permit Fee
$
ARCHITECT OR ENGINEER n
�/C/J
LICENSE NO.
Plan Checking Fee /(,f �
$ /0,0 a
Penalty
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Permit fee
$
BUILDING 93G/JDD RESS���/�� ����•
2
PLUMBING PERMIT
Filing Fee 10.00
Each Trap
2.00
Repair drainage or vent piping
5.00
�� ``��
yyU�/`I-/4
l�A4
Water piping
LOT NO.
SUBDIVISION NAME PARCEL MAP
Each qas water heater or vent
5.00
Gas piping system 1 - 5 outlets
USE OF STRUCTURE
SF ❑ Duplex❑ Mobilehomegl*"Other
SPECIFY
Building sewer
Lawn sprinkler system
5.00
-
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Instal lationE? Other ❑
Describe work: )C�99— E&527
�✓
Permit Fee
$
Contractor
ELECTRICAL PERMIT
Filing Fee 10.00
Main service 100V OR
00 AMP ORSLESS
5.00
Main service EA. ADD•L 100 AMP
2.50
NEW CONST. ODWELING R ADDNS. ACCLBLDGS.CGUP.y�
20sgft
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
[VI am licensed under provisions of Chapt. 9, Div. 3 of the BusinessD0
and Professions Code and my license is in full force and effect.
License No. 3/K 313 Classification G� / �
❑ I, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
❑ I, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
❑ I am exempt under Sec. , Business and Professions Code
for this reason
NEW CONSTR-OLLET
NON-RESID BRANCH CIRC TS 2.50 ea
NEW CONSTR. / POWER APPARATUS 9
NON-RESID, %SINGLE OUTLET CIR. /
L9 26¢
Ex. Occup OUTLETS OR FIXTURES BA
Ex. Occup.(ouTLETS IXED P(RESID )LINIS REA. 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
Misc. Wiring 7.50
Permit Fee $
Contractor
MECHANICAL PERMIT
Filing Fee 10.00
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.
have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
❑ I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
Heating
Cooling
Hood
3.00
Ventilation
Permit Fee
S
Contractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the County of
Butte to enter upon the above-mentioned property for inspection purposes.
I also agree to save, indemnify and keep harmless the County of Butte against
all liabilities, judg ts, casts, and expenses which may in any way accrue
against aid County i con quen f the granting of this permit.
X Date__ S " S/
Signature of Applicant — Owner ❑ Contractor ®gent ❑
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3rytories in height.
Mobile Home Installation Fee $ ,6
TOTAL PERMIT FEE $ J� , oO
OCCUP. GROUP
I TYPE OF CONST,
PARCEL
PD
MD
ISSUE
This permit is hereby issued under
sions of the Butte County Code and/or
work indicated above for which
DIRECTOR OF PUBLIC
BY -
PFWT EXPIRES Date
the applicable provi-
resolutions to do
fees have been paid.
WORKS
Date
Receipt No. Q
WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT
V-.-.Rr...- .r' an... as9 «.-n.-^r �...--:s....,+-r-- �- .--4'w,.!vn.�'.tt�""r'.^.-.-•........•-..-+ew,.�,—`,.-�m�.... �-.. _r-.�.�_y� �.--J._. --.. _ .. ,-_ .. .. ,
` COUNTY„OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION
7 COUNTY CENTER DRIVE. OROVILLE; CALIFORNIA 95965 - TELEPHONE: 91'6%534-4541
PERMIT APPLICATION DATA SHEET
Permit No.l��
OWNER V UL J US 67 �/4 y' A. P. No. / a S4b
Proposed Building Use
Permit Fee Based Upon; /� Complete Contract Price ✓ DPW Valuation
1 Other (Explain)
i
Building Inspector t Date ��✓�1
At time of permit application, I was advised the following data must be submitted prior to permit processing
and/or issuance: DATE RECEIVED APPROVED
1. All items have been submitted. . . . . . . . . . .
2. Plot plans in duplicate/triplicate. . . . . . . . . . .
3. Complete plans in duplicate. /triplicate. . . . . . . . .
4. Complete engineered plans and calcs. . . . . . . . . .
5. t Plans with Energy Design Compliance Statement. . . . . .
6 State Energy Forms No.
7I Statement of Intent for Non -Heated and AC Buildings.
8.e` Fees of $ , . . . . , , .
9. ALetter of signature authorization., . . . . . . . . . . r
10. 'Sanitation approval from l�tiu.d Health Dept.
11. Planning approval for (A) Use: (B) Parking:
12. Certificate of Workmen's Compensation Insurance. . . . . .
13. Contractor's License Information (no., name style, classif.)
14. Owner -Builder Verification (Given to owner[], Mail to owner ❑ )
15. Improvements may be required. . , . . . . . . . . .
1.6: Mobilehome Installation pata,
V ✓/' Pre -Ins eetlon fore •Pre -I i g In request td ^�
X18 Other p, j �. IU/ a vq.uiced.+B� I P ,or `��,,, �/ /W (Date)
l/ Cl - /�—
When/you issue the permit, process as f IowI s: Mail to owner. Ma to contractor.
r/ Telephone 3115-161holdK an for pickup ffice. Deliver w/inspector.
Other 04—AL1
Applicant Date
Copy of plans sent Health Dept., Fire Dept., Other Date
During the plan checking process, the following data must be submitted prior to permit issuance.""
(For required items not checked above at time of application, circle item.)
1: Index permit for above Items No.
2. Additional items required:
(Contractor, Designer, Owner) was advised of above required data by Telephone Mail
By
Plans checked„by.,,' Date
Plans approved by Date
Other:
Copy—DPW
Date
Other
BUTTE COUNTY.DEPARTMENT OF PUBLIC WORKS
7 County Center Drive, Oroville; CA.
PHONE: 534-4541
MOBILEHOME INSTALLATION SHEET
1. Owner's name:
2. Installer's name: r 'Eve <'csJMi 7Y
3. Is the site currently under permit? Yet No
(If yes, furnish permit number ) 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 L.,Z. No
( If no, clarify )
5. What is the mobilehome electrical rating? ----------------------- /DO Amps
6. What is the mobilehome site service rating? -----------------%..G— Amps
7.. What is the mobilehome site circuit breaker rating? ------------- /60 Amps
8. Is there any other electric load to be served by the mobilehome
site
service? ---------------------------------------------------
Yes �
No "/✓'/
(If yes, identify the load and size:
(Load)
(Amps)
9.
What
is the mobilehome site gas pipe size? ----------------------
!
(in.)
10.
What
is the type of gas service? -----------------------------
Natural t- /
LPG
11.
What
is the gas pipe length from meter or tank to
the mobile me?S®
(ft.)
12.
What
is the mobilehome gas demand? ------------------------------
000
MAX (BTU)
(This information not required if pipe length
less than 6 ft. on natural
gas
or less than 50 ft. on LPG.)
MOBILEHOME SUPPORT DATA
If other than single wide,
Mobilehome Mfr. ,S/,ty E2��Ct.<� furnish Setup Model No. 3/ Year' -/.98/
Width a2 y (ft.) Box Length d,O� (ft.) Tagalong or Expando Size ft. x ft.
(SHOW SUPPORT DETAILS BELOW)
On all mobilehomes manufactured after October 7, 1973; furnish manufacturer's installation
manual and structural setup sheets (if not on file with the County of Butte).
All center supports measured from front of
mobilehome'unless otherwise specified.
Footings (check one)
c5•/.0y
(ft.)(in.)
u h
(ft.)( (in.)
*If center piers are other than drawn above,
draw in --locations, spacing,. and dimensions.
4—Tagalong or Expando,'
show support details.
Ja x�v -- Typical Support
(in.) (in.) Footing Size
-- Max. Pier Spacing
D f
(ft.)(in.)
-- Max. Overhang
G�j�N i 1
pIN� p�PARTMEN
N
2 fv
Single
1.
Wood either
pressure treated or
foundation grade.
(ft.)(in:)
(in.) (in.)
❑ 2.
Other; (specify)
Center support
locations*
Center support
footing sizes
'.
Supporta (check one)
(in.)
❑' 1:
Concrete block.
❑ 2i
Other. ( specify)
(ft.)(in.)
(in.) (in.)
"X 3.0
c5•/.0y
(ft.)(in.)
u h
(ft.)( (in.)
*If center piers are other than drawn above,
draw in --locations, spacing,. and dimensions.
4—Tagalong or Expando,'
show support details.
Ja x�v -- Typical Support
(in.) (in.) Footing Size
-- Max. Pier Spacing
D f
(ft.)(in.)
-- Max. Overhang
G�j�N i 1
pIN� p�PARTMEN
N
2 fv