HomeMy WebLinkAbout030-230-1444L
030-230-144 3 CI
0
WEISS, RON INALE
&.? LLE
:CHARDONNAY, OROVI
CONT: FLEETWOOD
NEW MH PERM FND NEW SITE
030-230-144 03- 2
WEISS, RON
&�jCHARDONNAY, OROVIL
CONT: FLEETWOOD 1.34-0
GARAGE
030-230-144 03-1780
WEISS, RON
4:2CRARDONNEY, ORC-VILL(
q!NA
A 3LE
FIRE SPRINKLERS FOR MH
Cont: SQUYRES, WILLIAM
ENVIRONMENTAL,
HEALTH CLEARAPANCE
DATE
2,1
M,
NOTES RESIDENTIAL
030-230-144 6 2
PERMIT N WEISS, R01*4
ig CHARDONNAY, OROVILLE
CONT: FLEETWOOD
GARAGE
SPECIAL CONDITIONS
C ECK
I H BY ED
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
JOB FINALED (D ate)
Signatu
re
4 = OK'
0 = Not OK
Not Applicable
Not Ready
Test- Demand -Valve
I
MOBILE HOMES.
Date
MOBILE HOME UTILITIES (Plans) OK except Vs
M H Test
1
. Zoning Req uirements-Setbacks- Easements
8. �� and Electricitv Tacloed
2.
Soils; Special MH Support Sketch
2.
3.
Sewer; Location -Test -Fall -C/0 -Concrete
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4.
Water; Location -Test -Easement Needed (Sketch)
5.
5.
Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
Elec.; Enclosures; Conduit Entries -Terminals -Listed
6.
Gas; Location -Test-Wrap; -/ P' L 'ft.
/ P Nat. or/ P' L "ft./ PLPG
8.
7.
Well Clearance & Disconnect
8.
Utility Clearance
Date
Card B-1 Date Card B-1
Date Card B -,;k Date Card B-1
Date MOBILJAOME INSTALLATION (P I lans) OK except #'s
J��lng Req irements-Setbacks- Easements
Vyootings; Size -Spacing- Marriage Line
. Gas; MH Test-Demand-Valve-ConnegUA,
,Felectricity; MH Test-Crossoverye�-6ak&5�LLC]earances
.K,prain; MH Test -Fall -Flex Connebter--
ff',Water; MH Test -Regulator -Connector
,7.r Water and Sewer Connected -C/0 to Gracle-HD Approval
8. Gas and Electricity Tagged
9. Tie Downs -Type -Installation Cert.
10. Exits; Insp.-Sketch
11. Cert. of Occupancy
Date Card B-1 Date Card B-1
Date Carql�B-11 Date Card B-1
Date PF
j,RjdANENT END SYSTEM
irements-Setbacks- Easements
e-Spacinq-Marriaqe Line
4LT_i4ebAH
Test- Demand -Valve
5.
(icity; MH Test
6. 0&4r;
M H Test
7. ��ter
and Sewer Connected
8. �� and Electricitv Tacloed
10. License Decals
A 11 Verify #'s with Offi 54
-Av--
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
MISCELLANEOUS
Date DEC!$PKOVERS, CARPORTS, GARAGES (Plans) OK except #'s
1�-Zoning Requirements -Setbacks -Easements
-V -Size-Depth-Spacing-Connectors-SteeI
M;:Footings; Soils
3. Decks, Girders and/or Joists- Decking-Bracing-Stai rs- Rails
4. Wood Awn.; Posts- Beams- Rftrs-Connectors
Shthg-Frg- Bracing
5. Alum. Awn.; Colu mns-Con nections-Spl ice- Decal -Enclosures
6. C,4ports; Windows -Doors
9. Siding; Nail i ng -Veneer-Stucco- Mesh
10. Roof; Shthg-Roofing
tf. Ext.: Ster)s-Doors- Land i nas
12.
Braced Wall Panels
e?.
-,,l ct.:i� C�7--f_
Date
CarZrB-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date POOLS (Plans) OK except #s
1 .
Setbacks- Easements
2.
Soils; Compaction -Structure Stability
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4.
Elec.; Receptacles and Lighting, Distance-GFI
5.
Elec.; Pool Lighting; 15 Volts-GFI
6.
Elec.; Enclosures; Conduit Entries -Terminals -Listed
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Elec.; Grounding; Equip. w/5'Circulating Equip. -Pool Lghtg.
Boxes- Enclosures- Panel boards- Ins. to Main Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
11. Light Niche
12. Enclosure; Fencing -Alarms
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
4 = OK
0 = Not OK
- = NotApplicable
. = Not Read -
Date UNDERFLOOR (Plans) OK except #'s
1 . Zoning-SetDacks-Easements-Flood-Slope
2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth
3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth
5. Stemwalls, Main; Steel-Blockouts-Wrapped
6. Stemwalls, Garage; Steel- Blockouts-Wrapped
6a. Hold Downs and Special Anchors
7. Slab, Steel -Wrapped
8. Piers -Fireplace Ftg.-Steel
9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -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-Silis-Anchor Bolts-Joists-Vents-Crippies
15. Access & Ventilation
16. Insulation
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date PLUMBING (Permit) OK except #s
17. Water Htr.; Vent -Access -Combustion Air Baffle
18. Water Pipe; Test & Anchor -Nail Protection
19. D.W.V; Test Fittings & Anchor -Nail Protection
20. Shower Pan; Test, First Floor -Tub Access
21. Test Tub & Shower, Second Floor -Tub Access
22. Gas Pipe; Sixe & Anchors
23. Fire Sprinkler; Test
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date ELECTRICAL (Permit) OK except #'s
24. Fixture & Transformer Clearance -Ins. Protection
25. Elec. Receptacles Spacing -Lights & Switches at Doors
26. Size Boxes & No. of Conductors Stapled
27. Romex Installed Close to Edge of Studs & C.J.
28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
29. 2 Appliance Circuits in Kitchen & Conductor Size GFI
30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or A
31. Range Circle/ /ga Cu or Al -Oven Circ. / /ga Cu or All
Insulated Neutral 0 Yes 0 No
32. Service -Riser Conductors & Ground Main Disconnect
33. Equip. Clearances Panels-Motors-Mech. Equip.
34. Clothes Closet Light -Shower Light -Spa Light
35. Smoke Detector
Date Card B-1 Date Card B-1
Date Ci -rd B-1 Date Card B-1
Date MECHANICAL (Permit) OK except #s
36. A.C. Ducts Insulation & Support
37. Vent Fan,- Exhaust above insulation
38. Condensate Drain & Overflow, Size & Grade
39! Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet
40: Attic Access & Platform if Furnace in Attic
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date FRAMING (Permit) OK except #'s
41. Sills Proper Materials & Anchors
42. Walls Studs -Nailing Spacing & Braces -Plates -Sound
43. Bearing Walls over Girders & Floor Nailing
44. Draft Sthlb in Walls (rat proof)
45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
46. Headers & Beams -Size & Bearing
RESIDENTIAL (Single & Duplex)
Date
FRAMING (Continued)
47. Hangers -Post Caps -Anchors -Connectors
48. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rtng.
49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance
50. Attic Access; Size & Romex Protection- Draft Stop -Ins. Baffles
51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
52. Garage Fire Protection Framing -RC Channel
Property Line Firewall & Openings
-53.
54. Ext. Doors -One X -Check Garage 3rd Story, 2 Exits
55. Stairs; Width- Headroom- Rise -Ru n- Land ing-Fire Protection
56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
57. Siding -Nailing Veneer
58. Stucco Mesh -Drip Screed -Fd. Vents-UnderfIr. Access
59. Glazing Area -Glass Protection -Skylights -Plastic
60. Shear Walls; Nailing -Bolts
61. Brace Interior/Exterior Wall Panels
62. Insulation -Walls -Ceilings
63. Infiltration -Walls -Windows
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #s
64. Ext. Steps -Door & Sidelight Protection -Landings
65. Smoke Detector
66. Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor- Ducts-Mech. Protection
67. Bedroom Exiting
68. G.F.I. & Bath Fixtures & Tub Access -Spa
69. Elec. Trim & Subpanel, Breaker Sizes & Labels
70. Stairs & Rails
71. Fireplace or Stove, Clearance- Hearth
72. Elec. Outlets at Wood Panel, Int. & Ext.
73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance
74. Elec. Outlets & Receptacles at Kit. Counter
75. Garage Fire Door; Swing-Landing-Closune
76. A.C. Duct in Garage -Damper
77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
78. Plb.; Elec. & Mech. Equip. Listed for Location
79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection
80. 1 nsulation-Foam- Looked in Aftic
81. Guard Rails & Deck Construction- Post Caps
82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor 0 Yes
83. Following Insild./Drive CI Yes Q No/Walks 0 Yes EI No/Planters EI Yes C) No
84. Stucco Brown -Finish
85. A.C. Unit Disconnect, Electrical -Plumbing
86. Vents Above Roof, P[bg-Appliance-Fireplace-Clearance to Openings
87. Water Well, Disconnect, Electrical, Plumbing
88. Exterior Elec. Trirri-,G.F.I. Receptacle -Underground
89. Ventilation Throughout House
90. Glass Protection
91. Corrections from Previous Inspections'
92. Gas Test -Meters Tagged, Gas -Electric'
93. Water & Sewer Connected -C/0 to Grade -HD Approval
94. Energy Compliance Certificate -Other Certificates
95. Address Posted
96. Fire Sprinkler
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Comments at Final:
N -
COUNTY OF'BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDIIIIIiG DIVISION
7 County Cent6r Drive - Oroville, California 95965 - Telepl'hone (530) 538-7541, PE IVIIJ N3Q.
(Rev. 12/96) APPLICATION AND PERMIT
ASSESSOR PARCEL NUMBER 030-230-144
ZONING AR -5
BUILDINGPERMIT
OWNER
WEISS RON & TERRY
TE�S'
4IE6827
- So. FT. Occ. BUILDING VALUATION
OWNER'S MAILING ADDRESS
225 WINDWARD W. OR(YVTLtE
_[V�:Y:3301
109368.W
CONTRACTOR'S NAME
FLMIJOOD FDMES
-
CONTRACTOR'S MAILING ADDRESS
2243 RAMER RIM BLVD. ORMILLE
CONSTRUCT10N LENDER
LENDER'S MAILING ADDRESS
Firepla6e
Total Valuation $ 10.368.W
ARCHITECT OF�ENGINEER
L10EN?FN_o
Filing Fee
$ 20.00
-
ARCHITECT OR ENGINEER�S MAILING ADDRESS
Permit Pee
$ 126.00
Plan Checking Fee
$ 81.90
BUILDING ADDRESS CWWNNAY W. OROVILLE 95965
Energyl , Plan Checking Fee
$
$
PERMIT FEE
$ 227.90
LOT NO.
SUBDIVISIONS NAME
I I
PARCEL MAP
I
PLUMBING PERMIT
Filing Fee 20.00
USEOFSTRUCTURE
SF 0 Duplex 0 Mobilehome 0 Other
SPECIFY
Each Trap
7.00
Solar oi�heat pump water heater
23.00
Water piping
15.00
Each gEis water heater or vent
15.00
TYPE OF WORK
New 0 Addition 0 Remodel 0 Utilities 0 Installatio . In 0 Other 0
%.-.-
Describe Work: GARAGE
Gas piping system I - 5 outlets
15.00
Buildind, sewer
15.00
-Mobile Home ISI GI W1
(-W20.00
PERMIT FEE
ELECTRICAL PERMIT
Filing Fee 20.00
OV R LESS
Main S�rvice 00. LESS
AOR
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full f9rce and effect.
LicenseClass; 00-1 Lic. No.
OWNER -BUILDER DEICLARATION A
I hereby affirm under penalty of perjury that I am exempt from the Contractors Licen-'se
Law for the following reason: 11
0 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 sal�.
0 1, as owner of the property, am exclusively contracting with licensed I �contractors
to construct the project. 11
0 1 am exempt under Sec. Business and Professions Code for this
reason A
WORKERS' COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
111,1 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor 08de, for the
p�rformance of the work for which this permit is issued. I
0 1 have and will maintain workers' compensation insurence, by Section
3700ofthe Labor Code, for the performance of work for which this perrhit is issued.
My workers' cc nsation insurance carrier and policy number arek
Carrier :)c .0- 1
Policy Number tksz I I 000�$� I LA 1.,LJ
(The above sections need not be complet6d if the permit is for work of a valuation
of one hundred dollars ($100) or less.) I
0 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject u to workers'
compensation laws of California, and agree that if I should become s bject to the
workers'/co'c'mpensation provisions of section 3700 of the Labor C 'ode, I shall
forthwith c6mply with thosi'providions.
X ILLL--.0ate
Sighature df Applicant 0 04ner [3 Contractor 0 Agent/
An OSHA permit is required -for excavations over 60" deep and demolition or construction
of structures over 3,stofies in height.
Main Se�rvice 200A TO 1000A 46.00
NEW CONST. DWELLING OCCUR so
OR ADDNS. f & ACC. BUDS. 3.50,.- 20916.
Rtw uum!. OUTLET
NO RESID. r.LT.1_CIRCUITS @7.50
-
POWER APPARATUS
& SINGLE OUTLET CIR.
Oc6up ( OUTLET OR FIXTLIRES 20 9 1.�
BAL 9 .50
FIXED APPLNS OR
E.. Oc&p. ( .. EA_ 5.00
Tempor�ry Service 23.00
Mobile Home Facilities 20.00
Misc. Wi ring 23.00
11 HPE
11 PERMIT FEE $ 40.16
MECHANICAL PERMIT Filing Fee 20.00
Heatin4�
Cooling I
-
-Hood i� 6.50
Ventilation
PERMIT FEt $
Mobile Home Installation Fee $
I
Energy - Inspection Fee $
Occ
CONST. TYPE
TOTALFEE$ 268.06
HAZ.
I D. FEES IMK^FLV
I CDF
This perr�it is hereby issued under the applicable provisions
of the 136tte County Code and/or Resolutions to do work
indicated �above for which fees have been paid.
V
By i Date
PERMIT EXPIRES ON
I - /
ReceiptNo. _� �</ Y/
I
WHITE-D.D.S.-B.D. CANARY-ASSESISOR PINK -INSPECTOR GOLDEN ROD -APPLICANT
'A
11 1
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
.7 County Center Drive Oroville, California 95965 * Telephone (53
(Rev.12/96) APPLICATION AND PERMIT
ASSESSOR PARCEL NUMBER 030-230-144
ZONING A - R-5
BUILDINGPERMIT
OWNER
WEISS RION & TLMY
TErS4 -6827
SO. FT. OCC. BUILDING VALUATION
OWNERS MA�T ADDRESS
2 WIND14ARD WY. OROVILLE
576 10,368.00
CONTRACTOR'S NAME
FLEE1VOOD HOMES
TELEPHONE
532-3301
MAILI G ADDRESS
CONTRACTOJ� 43 N FEATHER RIVER BLVD. OROVIUE
CONSTRUCTION LENDER
LENDERS MAJUNG ADDRESS
Fireplace
Total Valuatlon $10-368.00
ARCHITECT OR ENGINEER
LICENSE NO.
—Filing Fee
$ - 20.00
Permit Fee
$ 126.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee
$ 81-90
BUILDINGADDRESS CHARDONNAY Wy. OROVILLE 95965
Energy Plan Checking Fee
$
PERMIT FEE
$ 227.90
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
USEOFSTRUCTURE
SF 0 Duplex 0 Mobilehome 0 Other
SPECIFY
Each Trap
1 7.00
Solar or heat pump water heater
23.00 ---
Water piping
15.00
Each gas water heater or vent
15.00
TYPE OF WORK
New 0 Addition 0 Remodel 13 Utilities 0 Installation 0 Other 0
Describe Work: GAMGE
Gas piping system I - 5 outlets
15.00
Building sewer
15.00
Mobile Home I S I G I WT_
@?20.00
PERMIT FEE
$
ELECTRICAL PERMIT
Filing Fee 20-00
R '
Main Service *.vA R LE::
23.00
LICENSED CONTRACTOR'S DECLARATION
1 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 �nfm!ftrce Ind effect.
License Class a Lic. No. _7V '�_ I 'i' 5
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
0 1, asownerof theproperty, ormy employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
0 1, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
0 1 am exempt under Sec. Business and Professions Code for this
reason
Main Service 200A TO 1000A
46.00
NEW CONST. DWELLING OCCUP.
OR ADDNS. & ACC. BLDS .
0
3.50sif 20.16
NEW CONST, M LT'_O LET
N-R I. .1%H CMUITS
97.50
11 ( &POWELR AP.PARAT
1 . . US
E CIR.
-
Ex. Occup. OUTLET OR FIXTURES
20 @ 1.�_
BAL @ .50
FIXED APPLNS ORL
Ex. Occup. . (RES16.) E
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
I
EE�
I PERMIT FEE
$ 40.16 -
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
0 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' cftpensation insurance carrier and policy number are:
Carrier
Policy Number 00('_N 4K 1
(The above sections need not be complefed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
0 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
=n In laws of California, and agree that if I should become subject to the
kreers-sc mpensation Provisions of section 3700 of the Labor Code, I shall
forthwi mply with ose sions. -
X All T136, /6
Njiij GureAf App:licant - 0 ner 0 Contractor 0 Agentf
An OSHA permit is requir or excavations over 60" deep and demolition or construction
of structures over ries; in height.
MECHANICAL PERMIT
Filing Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEt $
Mobile Home Installation Fee $
—Energy
Inspection Fee $
Occ
CONST. TYPE
TOTALFEE$ 9(;R. 06
FEES IM�f
F7
COF
1,�
t%
This permit is hereby issued under
of the Butte County Code and/or
indicated above for which fees have
By
ERMIT EXPIRES \d�
the applicable provisions
Resolutions to do work
been paid.
i Date 4
ReceiptNo. A I'V30
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD -APPLICANT
1`1
I
4
Building Pe rmit Number:
OwnerName- L-L)bss
Residential Construction Requirements
IMPORTANT , -
This set of plans and specifications *MUST be kept on . the job site at all times and it is
unlawful to make any changes or alterations on same without written permission from the
Building Division, County of Butte.
All materials and workmanship shall be in accordance with recognized good practices
and of a quality prescribed for the specific use in the 1998 California Building Code
(1997 U.B.C), 1998 California Plumbing Code ( 1997"U.P.C.), 1998 California
Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.)
COMPLY WITH ITEMS CHECKED BELOW
Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical,
H.V.A.C. equipment and services shall be a minimum of one foot above the elevation
shown on the attached Fl.00dElevation Certificate. A Post Flood Elevation Certificate
will also be required
Note:�We will normally acceputhe foII6*iiii*a-,-S,''c"'o*,--m*"pli"a-,-n"c e'*'w* ii 'h" ti, h- e -,'""ho" * o d" e' I e v a t i o n
requirements:
I - Building is anchored to concrete sterriwall system with 11 conventional anchor bolts.
2. Building plate on top of sternwall to be one �-ot or more above the 100 -year flood
elevation. (Plate height less than 24" above grade, or engineered design required).
3. Electrical, heating, ventilation, plumbing and air conditioning equipment and
facilities located above the plate.
4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total
net area of not less than I square inch for every square foot of enclosed area.
5. The bottom of the openings shall be no higher than I foot above grade.
6. The openings may be screened or covered with other devices that will permit
automatic entry and exit of floodwater. . I
Pagel of2
Building Permit Number:
Owner Name:
I
Parcel lies within the State Responsibility -Area (SRA). Comply with attached
requirements.
E.1 Fire sprinklers are required in this structure
0 The following parcel map requirements'shall be met
All structures and equipment including overhangs shall"be clear of all easements.
A setback of feet from the side and
_11L feet from the rear property lines and 20
feet (25 feet if Federal Aid Route) from the edge of the Iright of way shall be clear of
structures and equipment except for a 2 foot overhang.
Expansive soil may be encountered on this site. This condition may require the
foundation to be designed by a California registered engineer or licensed architect.
........ ..
Page 2 of 2
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NOTE:
See the attached
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HOME
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WWI SAPIWAIF-S ri
RUITTF M�
WILDING DEPARTIME
-a n, �--, �7; i�l
F-- - % v n
LONGFELLow LuMBER CO. INC*
Quality Truss Design * Roof & Floor Systems
89 Loren Avenue 9 Chico, CA 95928-7434
Phone (530) 893-0112 * (800) 678-0112
Fax (530) 893-0140
E -Mail: trusses@longfello'wlumber.com
Customer- Phil DeCann
Job No: Weiss
ENGINEER
Address: #12 Chardonney Mitek IndusLries,�H/ICI
Cc,
Reclong (Ray) YUQUkP1'q(,%,"
7777 Greenback Lane! Suite 1-09?'96�
, 0'�po
Citrus Heights, CA�'9&1' g�)
Oroville t , . n V
(916) 676-1900 '� '% gf)�� 1)
ly L
APPROVED INSPECTION AGENCY
Timber Products Inspection, Inc.
AP#: P.O. Box 20455
Portland, OR 97220
(503) 254-0204
C -20E (Rev. 3/03)
Ix4 CONT BRACE AT BRACE
MEMBERS LOWER THAN 12'
ATTACH AT MIDPOINT OF BRACE
PV 2-8d NAILS
6ABLE DO 5TLV
2x4 HF 5TRONSBACK
(NAIL TO LE][XiER
PV 10d 0 12' OLJ —
2x4 HF LEDOER (MAIL
TO VERTICAL IN lod
NAILS)
NOTE: TH15 DETAIL MAY BE LISED FOR
TK65M NTH PITC+W BL. ALSO.
(0) OPTION TO K33 PLATINC7s LSE (3) — 2'
KRE STAPLES (0072 VIA.A5 r. -A)
TOENAILED M CHORD INTO K5 4
THRU K5 INTO CHORD ON ONE FACE
FOR A TOTAL OF 6 STAPLES. (PI).
(51) 4 (HI) K)ST BE PLATED.
CAV
2xb DIA60NAL
BRACE a 48'OL.
3?-,
A
A35 BRACE TO FLAT
H-3 AT 46' O.C.
%
.,�Xlt OLUNt,
3-10d
RAILS
EAC44 80
6-10d COMMON
NAILS
(Z) MAX M3RACW LENr5TH
OF &ABLE END STUD.
(2x4 FIR-LAFZW
- STANDARD V-11"
- 01 AND BTR. I' -q'
I LO U- ��y rur
Tc, LX 15.6 PSF
NOTE: &ABLE W PB16N BA -'-W B6 VIL PSF
B6 LL 0.0 PSF
ON -5 MPH KNV, EXIMM 'B' TOTID. 50D P5F
AT 0-.25 FEET MEAN HEIMT PLIRFAC, 1.15
rfM OF J05 MAIL Date: 10-0-0.2 Gary Hawkins
JOB NAME Lmm�opq LLHBM Drawn: AK ARCHITECT
(530)892-2700
01T -r, 5TATE CHICO, CALIFORNIA Job no.: 02 -11 (9 1370 FbDGEWOOD DR.. STE. 10 FAx:(530)893-0532
CHICO. CA 95973 garyarchOsbcglobalimt
SAIN
IM i T ek
MiTek Industries, Inc.
818 Soundside Rd
Edenton, NC 27932
Telephone 252/482-7000
Fax 252/482-7115
Re: weis05O2
Weiss 24 X 24
The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision
based on the parameters provided by Longfellow Lumber
Pages or sheets covered by this seal: R9061083 thru R9061083
My license renewal date for the state of Califomia is September 30, 2004.
May 2,2003
Yu, Ray
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer, per ANSI/TPI- 1995 Sec. 2.
Job
Truss
Truss Type
QtY
Ply
Weiss 24 X 24
REACTIONS (lb/size) 6 = 946/0-3-8. 2 = 94610-3-8
LOADING
(psf)
SPACING 2-0-0
CS1
R9061083
WEIS0502
At
FINK
PLATES GRIP
TCLL
20.0
Plates Increase 1.25
TC 0.48
Vert(LL)
0.17
10
(optional)
�01191UIIVW LUA)Uef �U mu., �iuuu, %,d. 95548-/434 4.201 SR 1 s Oct 17 2002 MiTek industries, inc. Fri May 02 07:13:48 2003 Page I
'-I-O-o 6-6-8 12-0-0 17-5-8 24-0-0
1-0-0 6-6-8 5-5-8 5.5-8 6-6-8 1-0-0
Scale = 1:42.3
4x4
3.00 Ff2-- 4
6
3x6 10 9 8 3x6
3x4 3x4 = 3x4
8-4-5 15-7-11 24-0-0
BA -5 7-3-5 8-4-5
6
Plate Offsets (X,Y):
12:0-2-12,0-1-8), [6:0-2-12,0-1-81
TOPCHORD 2 X 4 OF No.1-G TOP CHORD Sheathed or 3-7-7 oc purlins.
4Z)
BOT CHORD 2 X 4 OF No.1-G BOT CHORD Rigid ceiling directly applied or 110-0-101-�Nrffl-6.
WEBS 2 X 4 OF Std -G
Z
Act
REACTIONS (lb/size) 6 = 946/0-3-8. 2 = 94610-3-8
LOADING
(psf)
SPACING 2-0-0
CS1
DEFIL
in
(loc)
� I/clefl
PLATES GRIP
TCLL
20.0
Plates Increase 1.25
TC 0.48
Vert(LL)
0.17
10
> 999
M1120 220/195
TCDL
10.0
Lumber Increase 1.25
BC 0.71
Vert(TL)
-0.34
8-10
> 847
BCLL
0.0
Rep Stress Incr YES
WB 0.23
Horz(TL)
0.07
6
n/a
BCDL
7.0
Code UBC97/ANS195
I st LC LL Min I/defl = 240
Weight: 88 lb
LUMBER BRACING 1.
A.
TOPCHORD 2 X 4 OF No.1-G TOP CHORD Sheathed or 3-7-7 oc purlins.
4Z)
BOT CHORD 2 X 4 OF No.1-G BOT CHORD Rigid ceiling directly applied or 110-0-101-�Nrffl-6.
WEBS 2 X 4 OF Std -G
Z
Act
REACTIONS (lb/size) 6 = 946/0-3-8. 2 = 94610-3-8
5 V
Max Horz 2 = 23(load case 3)
Max Uplift 6=-1 82(load case 4), 2 =-1 82(load case 3)
FORCES fib) - First Load Case Only
TOPCHORD 1-2 = 7, 2-3 = -2514, 3-4 = -2190, 4-5 = -2190, 5-6 -2514, 6-7 7
0,
SOT CHORD 2-10=2433, 9-10= 1688, 8-9= 1688, 6-8=2433
WEBS 3-10=-400, 4-10= 568, 4-8=568, 5-8 =-400
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 85 mph winds at 25 ft above ground level,
45 "kv
using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline,
0%1�
on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C
. per I end verticals or cantilevers exist, they are exposed to wind. If porches
exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads
per Table No. 16-B, UBC -97.
4) A plate rating reduction of 20% has been applied for the green lumber members.
5) This truss has been designed with ANSIITPI 1-1995 criteria.
LOAD CASES) Standard
May 2,2003
k Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE 011111111111111
)esign "lid foruse only with MiTek connectors. This design is based only upon parameters shovn, and is for an individual building component to be
istalled and loaded vertically. Applimbility of design pammenters and proper incorporation of component is responsibility of building designer - not truss
esigner. Bracing sho,vn is far lateral support of individual web members only. Additimal temporary tiracing to insur� stability during construction is the
asponsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance
Bliarding fabrimtion, quality control, storage, delivery. erection and bracing, consuft OST -88 Quality Standard, DSB-89 Bracing Specification. and HIB -91
landing Installing and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrio Drive. Madison, WI 53719 MiTek':
Symbols
Numbering System
General Safety Notes
PLATE LOCATION AND ORIENTATION
Failure to Follow Could Cause Property
*Center plate on joint unless
Damage or Personal Injury
dimensions indicate otherwise.
Dimensions are in inches. Apply
I . Provide copies of this truss design to the
plates to both sides of truss and
building designer, erection supervisor, property
securely seat.
owner and all other interested parties.
J2 J3 J4
2. Cut members to bear tightly against each
14'
TOP CHORDS
other.
C2 C3
15
0 C"'
Cie
0
3. Place plates on each face of truss at each
at joint locations.
M 0
U X
4.' Unless otherwise noted, locate
U
chord splices
0-
0 CL
at 1/4 panel length (± 6" from adjacent joint.)
For 4 x 2 orientation, locate
0. unless otherwise noted, moisture content of
lumber shall not exceed 19% at time of fabrication.
C8
C7___
C6
0
BOTTOM CHORDS
plates 1/8" from outside edge
11 J8 J7 J6
of truss and vertical web.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
preservative treated lumber.
*This symbol indicates the
required direction of slots in
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
7. Comber is a non-structural consideration and
connector plates.
AROUND THE TRUSS STARTING AT THE LOWEST JOINT
is the responsibility of truss fabricator. General
FARTHEST TO THE LEFT.
practice is to comber for dead load deflection.
WEBS ARE NUMBERED FROM LEFT TO RIGHT
8. Plate type, size and location dimensions
PLATE SIZE
shown indicate minimum plating requirements.
The first dimension is the width
4 x 4 to Second
9. Lumber shall be of the species and size, and
perpendicular slots.
in all respects, equal to or better than the
dimension is the length parallel
CONNECTOR PLATE CODE APPROVALS
grade specified.
to slots.
BOCA 96-31, 96-67
10. Top chords must be sheathed or purlins
ICBO 3907,4922
provided at spacing shown on design.
LATERAL BRACING
SBCCI 9667,9432A
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
Indicates location of required
WISC/DILHR 960022-W, 970036-N
unless otherwise noted. .
continuous lateral bracing.
NER 561
12. Anchorage and / or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
stocks of construction materials.
BEARING
14. Do not cut or alter truss member or plate
Indicates location of joints at
which bearings (supports) occur.
NMI
without prior approval of a professional
engineer.
M [Tib k"
15. Care should be exercised in handling,
erection and installation of trusses.
MiTek Engineering Reference Sheet: MII-7473
@ 1993 MiTek@ Holdings, Inc.
This safety alert symbol is used to attract your
Aattention! PERSONAL SAFETY IS INVOLVED! When
you see this symbol - BECOME ALERT - HEED ITS
MESSAGE.
ACAUTION: A CAUTION identifies safe operating prac-
tices or indicates unsafe conditions that could result
in personal injury or damage to struciures.
HIB -91 Summary Sheet
COMMENTARY and RECOMMENDATIONS for
HANDLING, INSTALLING & BRACING METAL
PLATE CONNECTED WOOD TRUSSES 0
It is the resoonsibft of the installer (builder, building contractor, licensed contractor,
erector or erection contractor) to pmerly receive, unload, store, handle, install and
brace metal plate connected wood trusses to protect life and DLQReL%. The installer
must exercise the same high degree of safety awareness as with any other structural
material. TPI does not intend these recom mendations to be i nterpreted as superior to
the project Architect's or Engineer's design specification for handling, installing and
bracing wood trusses for a particular roof orfloor. These recommendations are based
upon the collective experience of leading technical personnel in the wood truss
CAUTION: The builder, building contractor, licensed
contractor, erector or erection contractor is ad-
mentary and Recommendati6ns for Handling, In-
stalling & Bracing Metal Plate Connected Wood
Trusses, HIB -91 " from the Truss Plate Institute.
DANGER: A DANGER designates a conditloh
Awhere failure to follow instructions or heed warn -
ing will most likely result in serious personal injury
or death or damage to structures.
lAWARNING: A WARNING describes a condition
where failure to follow instructions could result in
severe personal injury or damage to structures.
TRUSS PLATE INSTITUTE
583 D'Onofrio Dr., Suite 200
Madison, Wisconsin 53719
(608) 833-5900 - www.tpinst.org
industry, but must, duetothe nature of responsibilities involved, be presentedasa
guide forthe use of a qualified building designeror installer. Thus, the Truss Plate
Institute, Inc. expressly disclaims any responsibility for damages arising from the
use, application or reliance on the recommendations and information contained
herein by building designers, installers, and others. Copyright @ by Truss Plate
Institute, Inc. All rights reserved. This document or any part thereof must not be
reproduced in any form without written permission of the publisher. Printed in the
United States of America.
CAUTION: All temporary bracing should be no less
than 2x4 grade marked lumber. All connections
should be made with minimum of 2-16d nails. All
trusses assumed 2'on-center or less. All multi -ply
trusses should be connected together in accor-
dance with design drawings prior to installation.
'TRUSSSTORAGE
CAUTION: Trusses should not be
Aunloaded on rough terrain orun-
'even surfaces wtfich could cause
damage to the truss:
JACAUTION: Trusses stored horizontally should be
supported on blocking to prevent excessive lat6ral CAUTION: Trusses stored vertically should be
bending and lessen moisture gain. A braced to prevent toppling or tipping.
AWARNING: Do not break banding until installation
begins. Careshould 6eexercised in banding remov-
al to avoid shifting of individual trusses.
AWARNING: Do not lift bundled trusses by the bands.
Do nof use'damaged trusses..9
1ADANGER: Do not store bundles upright unless
properly braced. Do not break bands until bundles
are placed in a stable horizontal position.
& ADANGER: Walking on trusses which arelying flat
is extremely dangepus and should be strictly
prohibited.
Frame 1
FA WARNING: Do not attach cables, chains, or hooks WARNING: Do not lift single Vusses with spans
to the web members. greater than 30' by the peak.
11A
MECHANICAL
Z'6\00 6 INSTALLATION
r
Approximately Approximatell
1/2 truss length 1/2 truss length
Tag Truss spans less than 30'
Line I
Spreader Bar
Toe In
Spreader Bar
1
g
E
Toe In
Approximately
1/2 to 2/3 truss length
Less than or equal to 60'
1/2 to 2/3 truss length
Less than or equal to 60'
Toe In
Toe In
Tag Lifting devices should be connected to
Line the truss top chord with a closed-loop
attachment utilizing materials such as
slings, chains, cables, nylon strapping,
etc. of sufficient strength to carry the
weightof thetruss. Eachtrussshould be
set in proper position per the building
designer's framing plan and held with
the lifting device until the ends of the
truss are securely fastened and tempo -
Tag I rary bracing is installed.
Line
Tag Line
Tag
Line
At or above
Tag
Line
Strongback/
Spreader Bar
Strongbackl
Spreader Bar
1 10,
2/3 to 3/4 truss length
10, 1 10,
2/3 to 3/4 truss length
Greater than 60'
CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of
Atrusses with similar configurations. Consult a registered professional engineer if a different bracing
arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended �A
Design Specification for T6mporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and
in some cases determine that a Wider spacing is possible.
rGROUND BRACING: BUILDING INTERIOR GROUND BRACING: BUILDING EXTERIOR
Frame 2
d
2x4/2x6 PARALLEL CHORD TRUSS
TOP CHORD TEMPORARY BRACING
MINIMUM
SPAN DEPTH
TOPCHORD
LATERALBRACE
SPACING(LBJ
TOPCHORD
DIAGONALBRACE
SPACING (DBJ
[#trusses]
SP/DF SPF/HF
Up to 32' 30"
8.
16 10
Over 32'- 48' 42"
61
6 4
Over 48'- 60' 48"
5'
4 2
Over 60' See a registered professional engineer
DF - Douglas Fir -Larch SP - Southern Pine
HF - Hem -Fir SPF - Spruce -Pine -Fir
.1196
The end diagonal
brace for cantilevered
trussesmustbe
placed on vertical
webs in line with the
support.
All lateral braces
lapped at least —
twotrusses.
Top chords that are laterally braced can buckle Continuous
together andcause collapse ifthere is no diago-
nal bracing. Diagonal bracing should be nailed TopChord
to the underside of the top chord when purlins Lateral BraCE
are attached to the topside of the top chord. Required
Viewphotos, ofa properly bracedroofsystem at
www.tpinst.org under the "Publications" link. 10
End diagonals are essential for -
stability and must be duplicated on
=45'
Attachmer
Required
'20, 1
10
_P 0. c.
kesP
1314
both ends of the truss system.
WARNING: Failure to follow these recommendations could result in
severe personal injury or damage to trusses or buildings. A
I 4x2 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING I
Top chords that are laterally braced can buckle
together and causecollapse ifthere is no diago-
nal bracing. Diagonal bracing should be nailed
to the underside of the top chord when purlins
are attached to the topside of the top chord.
Viewphatos ofaproperlybracedroofsystem at
www.toinst.org under the "Publications" link.
Continuous
TopChord
Lateral Brace
Required
10" or Greater
30" or
greater
MONO TRUSS TOP CHORD TEMPORARY BRACING
D/50
Attachment
PLUMB
SPAN
MINIMUM
PITCH
TOP CHORD
LATERALBRACE
SPACING(LB)
TOPCHORD
DIAGONALBRACE
SPACING (DBJ
[#trusses]
SP/DF SPF1HF
Up to 24'
3112
1 8'
17 12
Over 24'- 42'
3112
1 7'
10 6
Over 42'- 54'
3/12
1 6-
6 4
Over 54'
See a registered professional engineer
Note: Bottom chord & web member temporary bracing also required - refer to Frame 4.
DF - Douglas Fir -Larch SP - Southern Pine
HF - Hem -Fir SPF - Spruce -Pine -Fir
Diagonal brace
also required on
end verticals.
Top chords that are laterally braced can buckle
togetherand cause collapse if there is no diago-
nal bracing. Diagonal bracing should be nailed
to the underside of the top chord when purlins
are attached to the topside of the top chord.
Viewphotos ofaproperlybracedroofsystern at
oomfoinsto under the "Publications" link.
0,
C
C
Iq A
12 3 or
g g
reate 49,
v
49,
All lateral
braces lapped
at least 2
trusses.
Continuous Ton (-hnrri
Lateral Brace
Required
10" or Gre
Attachmi
Required
WARNING: Failure to follow these rprnmirriendatinns rmild result in
A severe personal injury or damage to trusses or buildings. A
=45*
End diagonals are essential for
stability and must be duplicated on
both ends of the truss system.
Frame 5
I INSTALLATION TOLERANCES I
D(in)
D/50
Attachment
PLUMB
-6
1'
Required
1/2"
2'
30, (081)
3/4"
3'
48"
a
1S rru-s-ses
4'
60"
1-1/4"
0 2,
72"
1-1t2"
6'
0. c.
31/21T
T
96"
2"
8f
108"
2"
91
Truss I
Depth I
I
D(in)
Lesser of
Trusses must have lum-
D/50 or 2"
ber oriented in the hori-
All lateral braces
zontal direction to use
±1/4
*_
lapped at least
this brace spacing.
Maximum Plumb
twotrusses.
Misplacement Line
=45*
End diagonals are essential for
stability and must be duplicated on
both ends of the truss system.
Frame 5
I INSTALLATION TOLERANCES I
D(in)
D/50
D(ft)
12"
1/4"
1'
24"
1/2"
2'
36"
3/4"
3'
48"
1"
4'
60"
1-1/4"
5'
72"
1-1t2"
6'
84"
1,V4f'
T
96"
2"
8f
108"
2"
91
OUT -OF -PLUMB INSTALLATION TOLERANCES
WARNING: Do not cut trusses.
Length
L (in)
T
1/4 Lesseroi
L1200 or 2"
BOW
L (in) L (in)
_L 3
T...... ......
1/4 tLesserof
LJ200 or 2"
Frame 6
L(In) L/200 L(ft)
50"
1/4"
4.2'
100"
1/2"
8.3'
150"
3/4"
12.5'
L(in) U200 Qft)
200"
V
16.7'
250"
1-1/4"
20.8-
300"
1-1/2"
25.0'
OUT -OF -PLANE INSTALLATION TOLERANCES
DANGER: Under no circumstances should
construction loads of any description be placed
on unbraced trusses.
9;
12 _� 4 or greater
PITCHED TRUSS TOP CHORD TEMPORARY BRACING]
MINIMUM
PITCH
DIFFERENCE
SPAN
i
MINIMUM
PITCH
TOP CHORD
LATERALBRACE
SPACING(LBJ
TOPCHO�D
DIAGONALBKAL;r-
SPACING (DBsy�
[#trusses]
SP/DF I SPF/HF
Up to 32'
4/12
1 8'
20 15
Over 32'- 48'
4/12
1 6'
10 1 7
Over 48'- 60'
4112
1 5'
6 1 4
Over 60'
See a registered professional engineer
Note: Bottom chord & web member temporary bracing also required - refer to Frame 4.
1
DF - Douglas Fir -Larch SP - Southern Pine
HF - Hem -Fir 11 SPF - Spruce -Pine -Fir
I
All lateral braces Continuous Top Chord
lapped at least 2
Lateral Brace
trusses. Required
10" or Great
er
I
Attachment
Required
or less Top chords that are laterally braced can buckle
3T together and cause collapse if there Is no diago-
nal bracing. Diagonal bracing should be nailed
to the underside of the top chord when purlins
are attached to the topside of the top chord.
Viewphotos ofa properly bracedroofsystem at
www,(pinst.c, underthe "Publications" link.
WARNING: Failure to follow these recommendatio��Is could result in
severe personal injury or damage to trusses or b6ildings.
A 11. � A
I SCISSORS TRUSS TOP CHORD TEMPORARY BRACING
SPAN
MINIMUM
PITCH
DIFFERENCE
TOPCHORD
LATERALBRACE
SPACING(LBI)
TOPCHORD
DIAGONALBRACE
SPACING (DBJ
[# trusses]
SP/DF I SPF/HF
Up to 28'
2.5
T
17 12
Over 28'- 42'
1 3.0
6'
9 6
Over 42'- 60'
1 3.0
5'
5 3
Over 60'
1 See a registered professional engineer
Note: Bottom chord & web member temporary bracing also required - refer to Frame 4.
DF = Douglas Fir -Larch SP = Southern Pine
HIF = Hem -Fir SPF = Spruce -Pine -Fir
Continuous Tnn r-hnrei
Lateral Brac
Required
10"orGi
Attachmen
Required
Top chords thatare laterally braced can buckle
togetherand cause collapse it there Is nodiago-
nal bracing. Diagonal bracing should be nailed
to the underside of the top chord when purlins
are attached to the topside of the top chord.
Viewphotos ofa properly bracedroofsystem at
VIWW.tpinst.o under the "Publications" link.
All lateral braces
lapped at least 2
trusses.
Frame 3
=45'
12
SF--
ol�z P*
0
ep! lb 6
40
M
Ifzs..
V
=45*
"�041 \0�,6-t
q0
12 14 or greater
Bottom chord diagonal bracing repeated
at each end of the building and at same
spacing as top chord diagonal bracing.
I BOTTOM CHORD TEMPORARY BRACING I
SPAN
MINIMUM
PITCH
BOTTOMCHORD
LATERALBRACE
SPACING (LBd
BOTTOM CHORD
DIAGONALBRACE
SPACING(DBJ
[#trusses)
Up to 32'
4/12
1 15'
20 15
Over 32'- 48'
4112
1 15'
1 10 1 7
Over 48'- 60'
4/12
1 15'
1 6 1 4
Over 60'
See a registered professional engineer
DF - Douglas Fir -Larch SP - Southern Pine
HF - Hem -Fir SPF - Spruce -Pine -Fir
0V
4,%V
All lateral
braces lapped
at least
2 trusses.
I BOTTOM CHORD PLANE
WARNING: Failure to follow these recommendations could result in
severe personal injury or damage to trusses or buildings:
A A
Temporary cross bracing at
each end of the building
and repeated at
S-1-11
I WEB MEMBER PLANE
Frame 4
NOTES RESIDENTIAL
r 030-230-144 03-1567�
I WEISS, RON
PERMIT NO. k
P& CHARDONNAY, OROVILLE
PONT: fLEETWOOD
NEW MH PERM F-�JD,NEW SITE
03
' THE HCD FORM 433A FOR THIS MH CANNOT Bt
ECORDED UNTIL ONE OF THE FOLLOWING HAS
PEEN TURNED IN TO THE BUILDING DIVISION:
(1) LICENSE PLATE(S) OR DECAL (THE
J INSPECTOR MUST RETREIVE).
(2) STATEMENT OF FACTS (ONLY ON NEW
� MH'S).
INSPECTOR TO VERIFY SERIAL & LABEL #'S.
SPECIAL CONDITIONS
CHECKED
BY
SRA
—JLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ. 0-1 79P
SPECIAL INSPECTION ITEMS
ui OFFICE COPY
Sl Address
GAS
meter A, Date�
c
ELECTRI A
meter B, Date S
f
Ll
JOBFINALED(D
Signatur
4 =,OK ' I
0 = Not OK
= NotApplicable
=s Not Ready
Gas; MH Test -Demand -Valve
MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #s
Water; MH Test
1 .
Zoning Requirements -Setbacks -Easements
8.
2.
Soils; Special MH Support Sketch
Exits
3.
Sewer; Location-Test-Fall-C/0-Concret6
11.
4.
Water; Location -Test- Easement Needed (Sketch)
8.
5.
Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
Date
6.
Gas; Location-Test�Wrap;-/ /" L 'ft.
/-. /'Nat.or/ /" L "ft./ - P LPG
7. Well Clearance& Disconnect
8. Utilitv Clearance
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date MOBILE HOME INSTALLATION (Plans) OK except #'s
1. Zoning Requ i rements-Setbacks- Easements'
2. F��g� Size-SpacingrMarriage- Line -
3e,aas;,�Test-Demand-Valve-Connector -
!,,f��reity; MH Test -Crossovers -Breakers -Clearances
'5eOrain; MH Test -Fall -Flex Connector
6 . Water; MH Test- Reg ulator-Connector
7. Water and Sewer Connected -C/O to Grade -HD Approval
8.. Gas and Electricity Tagged
9. I*Vowns-Type-Installation Cert.
+67 Exits; Insp.-Sketch
11. Cert. of OccuDancv
Dat2j_,2!�_ op) Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date PERMAANT END SYSTEM (ONLY)
otings; Size -Spacing -Marriage Line
4.
Gas; MH Test -Demand -Valve
5.
Electricity; MH Test
.6.
Water; MH Test
7.
Water and Sewer Connected
8.
Gas and Electricity Tagged
9:
Exits
10.
License Decals
11.
Verify #s with Office
Electric
8.
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
. 1w
Date Card B-1 Date i Card B-1
Date Card B-1 Date Card B-1
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
1 .
Zoning Requirements -Setbacks -Easements
2.
Footings; Soi Is -Size- Depth -Spaci ng -Connectors -Steel
3.
Decks, Girders and/or Joists -Decking -Bracing -Stairs- Rai Is
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; Nai I ing-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 CWrd B-1
Date POOLS (Plans) OK except #'s
1.
Setbacks -Easements
2.
Soils; Compaction -Structure Stability
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
Elec.; Receptacles and Lighting, Distance-GIFI.
5.
Elec.; Pool Lighting; 15 Volts-GFI
6.
Elec.; Enclosures; Conduit Entries -Term inals- Listed
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Elec.; Grounding; Equip. w/5'Circulating Equip. -Pool Lg,htg.
Boxes.- Enclosures- Panelboards- Ins. to Main Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11.
Light Niche
12.
Enclosure; Fencing -Alarms
Date Card B-1 Date i Card B-1
Date Card B-1 Date Card B-1
4 = OK
0 = Not OK
- = Not Applicable
. = Not Ready
RESIDENTIAL (Single & Duplex)
Date
UNDERFLOOR (Plans) OK except #'s
1 . Zon i ng-Setbac ks- Easements- Flood -Slope
2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth
Date
5. Sternwalls, Main; Steel-Blockouts-Wrapped
Date
6. Sternwalls, Garage; Steel-Blockouts-Wrapped
Date
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/0 -Sewer Test
10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test
11. Water Pipe; Test -Anchors -Regulator -Service Test
12. Electric Underground
13. Plenums & Ducts; Clearance- Material -Support- Ins.
14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
15. Access &'Ventilation
16. Insulation
74. Elec. Outlets & Receptacles at Kit. Counter
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
PLUMBING (Permit) OK except #s
17. Water Htr.; Vent -Access -Combustion Air Baffle
18. Water Pipe; Test & Anchor -Nail Protection
19. D.W.V.; Test Fittings & Anchor -Nail Protection
20. Shower Pan; Test, First Floor -Tub Access
21. Test Tub & Shower, Second Floor -Tub Access
22. Gas Pipe; Sixe & Anchors
23. Fire Sprinkler; Test
84. Stucco Brown -Finish
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
ELECTRICAL (Permit) OK except #'s
24. Fixture & Transformer Clearance -Ins. Protection
25. Elec. Receptacles Spacing -Lights & Switches at Doors
26. Size Boxes & No. of Conductors Stapled
27. Romex Installed Close to Edge of Studs & C.J.
28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
29. 2 Appliance Circuits in Kitchen & Conductor Size GFI
30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or A[
31. Range Circle/ /ga Cu or Al -Oven Circ. / /ga Cu or Al
Insulated Neutral 0 Yes El No
32. Service -Riser Conductors & Ground Main Disconnect
Date
33. Equip. Clearances Panels-Motors-Mech. Equip.
Date
34. Clothes Closet Light -Shower Light -Spa Light
Date
35. Smoke Detector
Comments at Final:
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MECHANICAL (Permit) OK except #s
36. A.C. Ducts Insulation & Support
37. Vent Fan, Exhaust above insulation
38. Condensate Drain & Overflow, Size & Grade
39. Furnace -Vent Access -Comb. Ait- Return Air Vent 115 Outlet
40. Attic Access & Platform if Furnace in Attic
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FRAMING (Permit) OK except #'s
41. Sills Proper Materials & Anchors
42. Walls Studs -Nailing Spacing & Braces -Plates -Sound
43. Bearing Walls over Girders & Floor Nailing
44. Draft Stop in Walls (rat proof)l
45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
46. Headers & Beams -Size & Bearing
Date FRAMING (Continued)
47. Hangers -Post Caps -Anchors -C nnectors
48. Cling. Joist-Rftr. Ties- Purl in-Roff Brac.-Truss-Shting.-Rtng.
49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance
50. Attic Access; Size & Romex Protection- Draft Stop -Ins. Baffles
51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
52. Garage Fire Protection Framing -RC Channel
53. Property Line Firewall & Openings
54. Ext. Doors -One X -Check Garage 3rd Story, 2 Exits
55. Stairs; Width -Headroom- Rise- Run -Land i ng -Fire Protection
56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
57. Siding -Nailing Veneer
58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
59. Glazing Area -Glass Protection-Skylig hts- Plastic
60. Shear Walls; Nailing -Bolts
61. Brace Interior/Exterior Wall Panels
62. Insulation -Walls -Ceilings
63. Infiltration -Walls -Windows
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
64. Ext. Steps -Door & Sidelight P rotection-Landings
65. Smoke Detector
66. Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor- Ducts- Mech. Protection
67. Bedroom Exiting
68. G.F.I. & B�t_h Fixtures & Tub Access -Spa
69. Elec. Trim & Subpanel, Breaker Sizes & Labels
70. Stairs & Rails
71. Fireplace or Stove, Clearance- Hearth
72. Elec. Outlets at Wood Panel, Int. & Ext.
73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance
74. Elec. Outlets & Receptacles at Kit. Counter
75. Garage Fire Door; Swing -Landing -Closure
76. A.C. Duct in Garage -Damper
77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector- P. R.V.
in Garage; Above Floor-Mech. Protection
78. Plb.; Elec. & Mech. Equip. Listed for Location
79. Elec. Receptacles in Garage (F.Fl.)-Romex Protection
80. Insulation -Foam -Looked in Attic
81. Guard Rails & Deck Construction- Post Caps
82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor EI Yes
83. Following InstId./Drive 0 Yes Cl No/Walks 0 Yes 0 No/Planters Q Yes 0 No
84. Stucco Brown -Finish
85. A.C. Unit Disconnect, Electrical -Plumbing
86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
87. Water Well, Disconnect, Electrical, Plumbing
88. Exterior Elec. Trim, G.F.I. Receptacle- U nderg round
89. Ventilation Throughout House
90. Glass Protection
91. Corrections from Previous lns�ections
92. Gas Test -Meters Tagged, Gas -Electric
93. Water & Sewer Connected -C/O to Grade -HD Approval
94. Energy Compliance Certificate -Other Certificates
95. Address Posted
96. Fire Sprinkler
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date7 Card B-1
Comments at Final:
-1790
I sK>n
PM aox
09ZD\/3:LLL1=- CA, 9=1
5--X�4944 P U M P
Email: precisionMpacncnet.com
Fax: 530-534-3581
Butte County Building Department
7 County Center Drive
Oroville, CA 95965
ATTENTION: BART
18 August 2003
BhTTE
COUNTY
AUG 19 2003
DEVLLOPMENT
SERVICES
Enclosed is a copy of the tag for the t�nk at -1 � Chard6nnay- Way, Oroville, CA 95965.
Sorry for the inconvenience in this matter.
Sincerely,
I
'kojw��
Deborah J. Marr
C-� I\.,I U C4
t
-c I
FOO, leualjt� F Jwjmhrq-,U yitbllud 'tinw)'D tmuU
A),'uIll lr)10
I,') .,jflfio-YO lsr-iobr.fl') �t ti, Auw udli ml gbj �jflllo moo ; ?i
loar'm 16jni �)dl wh /no?.
MADE IN THE U.S.A.
DRINKINr WATER SYSTEM
C,LASS,F,ED COMPONENrs
,3Y
UNDERWRITERS LA130RATOFIIES INC.
IN ACCORDAN E WITH
STANDARD ANS,/N6SF 61-0992)
7N44 nNS F.
MODEL NUMBER
048OVSOW
MAX WORK
PRESSURE 75 P9S1
CODE DATE LOCATED ON TANK BOTTOM
QUICK TANKS, INC KENDALLVILLE, IN
WARNING 9
This hYdro-pneumatic tank is designed and intended for cold (ambient temperature) water storage at
a maximum pressure as -shown above- Any use in excess of these maximum conditions ISUNSAFE!l
A pressure relief valve of adequate size must be incorporated in the system. A relief valve must be
selected that will pass the full capacity at relief pressure. The manufacturer of this tank does not
accept any liability or responsibility for personal injury or property damage resulting from Improper
use, installation, or operation of this tank, Of from the system of which it is part.
41
��,',.&COUNTY OF BUTTE
60ILDING DIVISION
DEPARTMENT, OF DEVELOPMENT SERVICES
411 MaW'!4Wet - Chico, CA -.(530) 891-2751
7 County Center Drive * Oroville, CA - (530) 538-7541
CORRECTION NOTICE
-5
OWNER PERMITINO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
c*ompleted. It you have any questions pertaining to this matter, or need additional explanation,
P ase contact this office immediately. .
0-j ID )j
Inspec
Date- -2
REV 10/'92
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street - Chico, CA - (530) 891-2751
7 County Center Drive - Oroville, CA - (530) 538-7541
CORRECTION NOTICE
)/j 1�"61
OWNER PERMIT NO.
A routine inspection indicates that the following violations of butte county Qrdinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. It you have any questions pertaining to this matter, or need additional explanation,
please conta ct this office immediately.
'4 -r-
r2l
e -:) �ID / /Z � Y - PQ- 6 4_'
Date
—T—
REV 10/92
Inspector,
A
in
Date spector
REV 10/92
COUNTY OF BUTTE
qp!LDING DIVISION
DEPARTMENT'OF'DEVELOPMENT SERVICES
411 Main Street - Chico, CA - (530) 891-2751
7 County Center Drive'- Oroville, CA - (530) 538-7541
CORRECTION NOTICE
-F
OWNER PERMIT NO.
the
A routine inspe n indicates that the following violations of butte county Ordinances exist at
above addre and should be corrected. Please notice this office when correction of work is
complete If you have any questions pertaining to this matter, or need additional explanation,
please ntact this office immediately.
A
in
Date spector
REV 10/92
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
Oroville, California 95965 * Telephone (530) 538-75
7 County Center Drive n� 03 PEJ�Tj
(Rev. 12/96) APPLICATION AND -PERMIT t Ji
ASSESSOR PARCEL NUMBER
030-230-144
ZONING
A.R-5
BUW61NGPERMIT
OWNER
WEISS, RON & TMRY
TELEPHONE
534-6827
1
SQ. Fr. OCC. BUILDING VALUATION
OWNERS MAILING ADDRESS
225 WINDWARD WY. OROVILLE
2533 R 136,782.00
CON`rRACTOR'S NAME
FLEETWOOD HOMES
TELEPHONE
532-3301
CONTRACTOR'S MAILING ADDRESS
2243 HAUER RIM OROVILLE
CONSTRUCTION LENDER
Fireplace
LENDER'S MAILING ADDRESS
Total Valuation Is 136,782.00
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee $
20.00
Permit Fee $
769.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $
499.85
BUILDING ADDRESS- (
CEMDONNAY Jqy OROVILLE 95965
Energy Plan Checking Fee $
PERMIT FEE $
1,288. 5
LOT NO.
SUBDIVISIONS NAME
PM 136-85Z86 5.02 AC
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
USEOFSTRUCTURE
SF 0 Duplex 0 Mobilehome 0 Other
SPECIFY
Each Trap 1
7.00
-
Solar or heat pump water heater
23.00
Water piping
15.00 15.00
Each gas water heater or vent
15.00
TYPE OF WORK -
New 0 Addition 0 Remodel 0 Utilities 13 Installation 0 Other 0
Describe Work: Doi MR PERM li= DMW SITF4
—Gas piping system I - 5 outlets
15.00 15.00
Building sewer
15.00 15.00
Mobile Home I S I G I W
(9?20.00
PERMIT FEE $
65.0
ELECTRICAL PERMIT
Filing Fee 20-00
Main Service '.*.A ooR,
23.00 23,00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
License Class (A -4n Lic. No. -7
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
0 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.
0 1, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
0 1 am exempt under Sec. Business and Professions Code for this
reason
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
0 1 have and will maintain workers' compensation Insurance, as required by Section
3700ofthe Labor Code, for the performance of work for which this permitis issued.
MY workers' compensa on insurance carrier and policy number are:
Carrier LOMLAG,k-t-A
Main Service 200A TO 1000A 46.00
NEW CONST. DWELLING OCCUR So.
OR ADONS. & ACC. BLDS. 3.50FT.
NEW ONST. MULTI -OUTLET
NON42'. @7.50
BRANCH CIRCUITS
POWER APPARATUS %
& SINGLE oun-Er CIR. J1
20 @ 1.00
Ex. Occup. OUTLET OR FIXTURES BAL .50
..FIXEDA LNS OR
Ex. Occup. PR.,6.) E,1 5.00
Temporary Service
23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PERMIT FEE ZL'� - n
MECHANICAL PERMIT Filing Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEt $
Policy Number eta -1 I aoOSTQ L,.tl
(The above sections need n&t be completeil ffthe'permit is for work of a valuation
of one hundred dollars ($100) or less.)
0 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
w worke ompensation provisions of section 3700 of the Labor Code, I shall
OrKer
forth it comply�wwi�te sions.
?4 �5- - �3
X e x Date /C
4i are of Applica Owner 0 Contractor 13 Agentr
P -I,'>' 0
An OSHA permit is,04ulired for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
Mobile Home Installation Fee I s
Energy Inspection Fee $
Doc
CONST. TYPE
TOTALFEE$ 1.3016.89
HAZ.
---
I D. FEES IMP
FLOOD
X
pARC�L
HD
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
By
PERMIT EXPIRES ON Z/'
ReceiptNo.39121-33/ 75
, 3 q/
WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD -APPLICANT
J7�
COUNTY OF BUTTE -DEPARTMENT OF. DEVELOPMENT SERVICES-BUILDIN�G Q ISION
7 County Center Drive, Oroville, C `9,j -'Phone (530)538-7541 Fax (53� �j - 10,
4.0
A
PERMIT APPLIC A, ION DATASHEET
OWNER: )167 i.S-S 1 ?v2il - Y'Tlylt� —ASSESSOR PARCEL NUNIBER
Proposed Building Use: Lzu 0 na, ounter Technician: Date: -62
Items required in order to appl� for a permit. All boxes MUST be checked OR marked NA in order to apply.
Plot plans, 3 or 4 sets, signedty the preparer of the plans.
2. Com�lete plans, 3 or 4 sets, signed by the Ireparer of the plans.
0 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
04. Engineered truss details and layouts in duplicate. No faxes!
0 5. Ene ' compliance design and supporting documentation in duplicate
rgy �1
TManufactured homes: -Vibata. sheets and installation instructions,,(BI -�Aarriage line information, (C) Floor Plan, -1
� 1. apoie town or
foundation plans, all in duplicate.
0 7—NTeffffl-bUiTdiings. (A) Metal Building Plans, (B) Foundation plans and calculations ILL L11pliCaM, kC) Elevation views in tripl . icate.
(D) Floor plans in triplicate'. All of these must be stamped and wet -signed by the enginee .
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.
0 8.
0 9.
s0 F,
t
IF
k ;
Date Received- By
-"Ate ... ............................
Flood Elevation Certificate, wet -stamped and signed, in duplic
lz>
Plot plan and business license approval from the City of Biggs .............. 11 4
.......... ........... !..
Letter of intent for non-residential buildings .........................................................
Detached Accessory Building Form filled out by the owner ............. .........
Hazardo M terial Form .................................. ly*.)..n....,.�� ....................
Other C-24917L17'iL tke-0t,441 0-yN
a Wining items needed to issue the permit. (May require additional plan review upon receipt of the followinj items.)
14. Fees as shown on the attached Schedule of Fees Due Sheet ... 5-c- 0 6 L ... 6�314.ell ..........
IW0 - Statement of Intent for Non -heated and A/C Buildings ...............................
I 6 * Sanitation and plot plan approval from the Environmental Health Department in T1n(*j(1169 6-5-03 --,F�M'
• 17.,�4of Chico Plumbing permit .........................................................................
• IW California Department of Forestry plan approval 0 paid. Sent. -by:
VI 9. Planning ap'roval for (A) Use: C>*K-- B)Parking: (C) Parcel Check:
p G -ct
0 20. Contact Land Development about 0 Improvements, 0 Drainage ...............................
I . Encroachment Permit for driveway from the Public Works Dept. (construction ipproval prior to occupancy).
0 22. Pre -Inspection for required ................
0 23. Contractor's license information. (Number, Name Style, Classification) ......... ............
0 24. Worker's Compensation Carrier and Policy Number ..............................................
0 25. Owner -Builder Verification (0 Given to owner, 0 Mailed to owner) ............ ........
0 26. Letter of Signature authorization ....................................................................
0 27. Recorded copy of Agricultural Acknowledgment Statement ...................... : ..............
28. Manufactured home utility clearance ...............................................................
29. Exl!ltp'g violations and/or expired permits ................................. ........
30. OGrant Deed, Title/Statement of Facts, 0 Letter from Lega'6,****E'1 hecktoH.C.D.$ 3: 3,
wner,S-N
101� f Other:
Wh issued Telephone (,q. and hold t -or pic up.
Nn i
have been informed o e above ilems-i�n"dreq.ujrements for obtaining a building permit.
Applicant: Date: -15-A5r6z 6 13,
1. Index permit applicatibji4br-tfie above items numbered:
C-�
2. Additional items required
Contractor, designer, owner, was advised cf the above datA by
Contractor, designer, owner, was advised of the above data by
Plans reviewed by: Date:
Structural reviewed by: Date:
N�ie transfer by: I —Date:
Plan Check Letter
0 phone, 0 mail,' 0 counter, by _Date:
El -phone, 0 mail, 0 count b Date:
Plans approved by- , '��—Date*
Structural approved by: 1�� —Date: (OT&C
Yellow: Building Division
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
D E ONLY
5E PLY
E'
,PI.,,PtJ-J A..=
h d
Plan A efted
Sam 1* 6.0
1c;. -S L& Qc� n 3z) —03
Owner Locatio6 AP#
Plan Approved for: Sewage Disposa� Water S��Iy- Public Private Wellll�
Clearance for — dwelling. Other
Hold final for:
Final clearance O.K. for:
NOTE:
Environmental He
8/96
� Specialist
103
Date
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVELLE, CALEFORNIA 95965 - TELEPHONE (530) 538-7541
SQWDULE OF FEES DUE
OWNER LZ If 1' Is sz'c-�Oil e (n4 A.P. # 0,10 -:2 10
PROPOSED BUILDING USE -L6*J rn 111MJ 1271f DATE IS - 30
RECEIff # DATE REC.
1. BUILDING PERMIT FEES
Balance Due ....................... $
Additional Fees Due ................. $
Additional Fees Due .......... ; ...... $
Revised Plan Checking Fee ............. $
2. SCHOOL DISTRICT FEES zQ rovi Ile- (,o�('on
(paid at District Office) (Avai lable after Plan Check) Ca'�en- +0
3. SHERIFF FEES (paid at Building Division)
Residential ...................... -x $360.00 = $ 'S
Units
Commercial (sq. ft'.) ............... - x $0.03 = $
Sq. ft.
4. URBAN AREA FEES (paid at Building Division)
Residential ................... -x-=$
# Units Amt.
Commercial (sq. ft.) ............ -x-=$
Sq. ft. Amt.
5. RECREATIONAL DISTRICT FEES
(paid at District Office) (Available after Plan Check)
6. THERMALITO DRAINAGE DISTRICT FEES
$5 10.00 (paid at Building Division)
7. SRA FIRE INSPECTION AND PLAN CHECK
$89.00 (paid at Building Division)
8. WATER TENDER FEES (Battalion
$200.00 (paid at Building Division)
9. CSA 87 TRAFFIC FEE
$2500.00 (paid at Building Division)
10. OTHER
At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. The�e fees
may be changed during tt4lanAecking process.
DATE
Pursuant to Government Cod6 Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been
imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned
items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a).
Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00)
COUNTY OF- BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - By2tDING DIVISION
0,
7 County Center Drive & Oroville, California 95965 * Telephone 538-7541 PERMIT�C
57 — r) '� — /S (10
%h2/96) APPLICATION AND PERMIT
R PARCEL NUMBER
Nu 3n — a. �n - j --/N I
zors
BUILDINGPERMIT
f:MQUW�
[;N�11E
SO. Fr. OCC. BUILDING VALUATION
ADI
U)1t1rNJYj1Ji,1(14
1,4 (J (3 q,
? 33
')yf7;'U
RACTOR
IEL-CTO 'M
MP P+
(4 iocd fMe-(;J-
TELEPHONE
301
'11P MRS UAIUNO Men
W_VZ1 -2--2-7 _I Er,,qjhe� JL) -r )0)1 1/0.
ER
Fireplace
ENDERS MAILING ADDRM
Total Valuation
mcHrrECT OR ENGINEER
NO.
Firing Fog
2D. 00
Permit Fee
%RCKITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee
Energy Plan Checking Fee
PERMIT FEE
LOT NO.
1
SUBDIVISIONS UWE 81+0
PARCEL MkP
PLUMBING PERMIT
Fifin�g Pee --20.00
Each Trap
7.00
USEOFSTRUCTURE 5,
SF 0"<plex 0 Mobilehome Other
SPEC"
Solar or heat pump water heater
23.OD
Water piping
15.00 66
Each gas water heater or vent
1 5.D0
TYPE OF WORK
New 0_'Additian 0 Remodel 0 ulilifes 0 installation 0 Other 0
Describe Work: Ilau) md D!!(/r? -J'17d a2 a'
Gas piping system . I - 5 outlets
15.00
Building sewer
1 5.0D
l&bfla Home I S I G I W
@2D.00
PERMIT FEE
ELECTRICAL PERMIT
Filing Fee 20.00
OR 'SS
Main Service OR LLFEES
23.00
06
044-mviiii- 4-
'756.
Main Service 20" To iocm
46.00
KEW CONST., DWELLING OCCUP. 3.540
OR ADDNIL a ^C`C. BLDS.
NEW PON5 I. T"O
@7.50
P.0:ER
MjAP'PffLIS
20 C91 I. DD
E)L Occup. OUTLET OR FIXTURES BA.L a . 50
Ex. Occup. -=APMPL.NS'6.)0"1'L I 5.0DI
Temporary Service 11 23.D01
Mobile Home Facilities 1 20.001
Wisc. Wiring 23.D01
1
PERMIT FEE, S3.1
MECHANICAL PERMIT Filing Fee 20.00
Heating
Cooling
Hood 6.5c)
Ventilation
PERMIT FEP_ I S
Mobile Home Installation Fee
Energy Inspection Fee
OCC
CONST. TYPE
FE $
H4Z.
AmgAL
1 D.. FE 4V
I PZD
I C FIV'EL
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
By Date
PERMIT EXPIRES ON
Pa 10)
3
SITE PLAN REVIEW APPLICATION
Date: AP#
Permit Number (if applicablel -9 10
APPLICANT INFORMATION Parcel Size:'� orz,
Owners Name: C, C->
Owners Address:
Telephone No.:
Situs. Address:
.Proposed Use:
Residential
Fj New Single Family Residential
E] Single Family Addition E] Single Family Remodel
S Mobile Home
F-1 Residential Accessory
F-1 Permanent Second Dwelling
F-1 Temporary Mobile Home (Aunt Minnie)
0 Temporary Travel Trailer
F-1 Multi -family
Non-residential
F� New Commercial
F� Commercial Addition
F'� New Industrial
0 Industrial Addition
Other
Septic
Agricultural Exempt Building
F� Other.
Brief Explanation (if necessary):
F -I Commercial Remodel
F1 Industrial Remodel
Well
DO NOT WRITE BELOW THIS LINE
DEVELOPMENT SERVICES INFORAL4 TION (For Staff Use)
F� Approved 'Conditionally Approved El Resolve Problems Prior to Approval
r
Site Plan Stamped Approved
By Date g
V
I Page I of 5
k,
ALL ITEMS CHECKED APPLY TO THE PROPERTY
Parcel Is In:
El Snow Load Area:
El Land Conservation' Act Minimum Acreage: El Verify residence can be built per contract
F1 Nitrate Action Plan (See Environmental Health for stand—ards)
El Watershed Protection Overlay Zone (See attached standards and requirements)
F1 Expansive Soils (Test for expansive soils and if verified proper foundation design required)
El SRA - (CDF to determine specific requirements)
0 100 -Year Flood Plain: (See attached)
Flood Zone: X
Flood Panel No.: 0,)--) 0 Index Date: C9 — 9 8
Sacramento River Reclamation District (Approval must be ob—tained from the California Reclamation Board)
El Feather River Reclamation District (Approval must be obtained from the California Reclamation Board)
El North Chico Specific Plan (See Development Fees Section and attached standards and requirements)
El Chapman/Mulberry (See attached standards and requirements)
F-1 Cohasset Area (See attached standards and requirements)
E:1 Grading Zone (See attached handout)
Use Requires:
F-1 Use Permit El Minor Use Permit Administrative Permit
F1 Minor Variance F1 Variance
------------------------------------------------------------------------------------------------------------------
F� Detached Building Use Form F� Encroachment Permit
F1 Agricultural Worker Affidavit E] Agricultural Acknowledgement Statement
Zoning:
Applicable Building Setbacks:
F� Setbacks drawn on site Plan. r-1 CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
Zoning Code
A
Streets & Highways
Fire Prevention
Subdivision Map
Front
Side
Side Street
Rear
Height
Waterway
N/A
N/A
N/A
F� Setbacks drawn on site Plan. r-1 CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
Applicable Development Fees:
Standard Fees Amount
Formula
F1 Fire
dt
D School*
P�rks/Recreation
El Roads
Sheriff
Drainage
NCSP/CSA 87
El Chico Urban Area — Road
n Thermalito Drainage Area
EN Thermalito Urban Area
F1 Other
-----------------------------------------------------------------------------
Subdivision Map Special Fees
-------------------------------------------
Water Tender
F] Road Improvement
North Oroville Area
E] Other (per map)
Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of
the building permit.
Parcel Created By
Deeds:
Date of Creation:
Legal Access Provided: F1 No El Yes
Deed of Reference:
Legal Access Required E] No EI Yes
Parcel Frontage on Publicly Maintained Road:
El No R Yes, Road Name:
Complies with County Standards for Deed CreationTl
No R Yes
Comments:
Parcel Deemed to be legal
F1 Verify Legal Parcel Verify Legal Access ElProvide Deed of Creation
Obtain a Certificate of Compliance
Obtain a Merger El Obtain a Lot Line Adjustment
Ej Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23).
Construct road to: El Meet Parcel size required by zone
Meet current Environmental Health Department requirements
----------------------------------------------------------------------------------------------------------------------------
Page 3 of 5
IN Subdivision Map/Parcel Map:
Map Date of Recording: ? – 7�-i
Lot: I
F1 Use Permit/Minor Use Permit
Permit Number:
-P A,-�
Book:_1 �S tP —Page: 85/8 La
Date of Approval:
Parcel Map/Subdivision Map/Use Permit Conditions
0 Comply with the following Conditions of Approval:
F -I Meet the Fire Safe Regulations of Butte County and P.R.C. 4290
Automatic fire suppression sprinkler systems shall be installed in accordance with the
National Fire Protection Association Standard for installation of sprinkler systems in one
and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized
community water system, with hydrants that meet the Fire Department specifications, serves'
the parcel
Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission
requirements of the California Clean Air Act of 1988, as amended.
Provide an erosion control plan for building and land disturbance. The Erosion Control Plan
must be prepared by a registered civil engineer or other qualified professional and be
submitted to and approved by the Department of Public Works.
F-1 In lieu of a pressurized water system or water storage tank, payment into the appropriate
Battalion Water Tender Fund may be required.
F� Measures shall be taken to control fugitive dust emissions from all driveway and other civil
construction associated with residential development. Approved dust control measures are
found in the fugitive dust control plan for the site approved by the Butte County Air Quality
Management District, a copy of which can be obtained from the Butte County Department
of Development Services, Building Division."
r_1 Engineered foundations are required.
F� Class A roofs are required.
[–] Property owners responsible for road maintenance, and stop sign maintenance.
ISK
Page 4 of 5
Summary of Specific Requirements:
This information provided in this summary is based on the application information and on the best available data at the time
of review.
CAMy DocumentAhilding Permit Site Plan Reviewl.doc
Page 5 of 5
F1
Summary of Specific Requirements:
This information provided in this summary is based on the application information and on the best available data at the time
of review.
CAMy DocumentAhilding Permit Site Plan Reviewl.doc
Page 5 of 5
581-01 ------ �1 9
WAVERLY CREST 7664K
4 BEDROOMS, 2 BATHS, FAMILY ROOM, APPROX. 2,533 SO. FT.
G�
0 ENTERTAINMENT
CENUR
OPT 1/2 BATH
Sol
NEI
ESSEN
0 ENTERTAINMENT
CENUR
OPT 1/2 BATH
v
0?;o
J
10!
13
r--� LIA -.1--
APPROVED
Bude
n gealth
V
bon
BUTTE. COUNTY SCHOOLS IMOACT FEt CERTIFICATION FORM
(One form per Building)
School District n u I* il,)'/I Building Department No.
A.P.�Number jurisdiction: city County
Property Owner
Property Location/Address J 42-S
Subdivision
.1 -
Residp'ntia'l Development
Commercial/Industrial
-PArbWCA
I %a ---, Lot No.
....................................................................................................................
Sq. Footage 8
Addition/ *Supplemental to (Group R)
Conversion Permit #
*(No foundation inspection)i
...................................................................................................................
Sq. Footage
No of Living Mobile Home
Units Installation
ir-ioor rians reviewea oy bcnooi uisinct rersonneu
District Identification No. 030161
()kjbVf lie- linIN 46 L School District certifies that
J
(Street Address)
I)v I
(C 711 Y)
t has 66mplied with the requirements of Re;oluiion No.
A
representing 'square feet.
/L
School District Repiesentative
Paid by Check #
Remarks:
(Including Exterior
Roofed Areas)
�5-
Date
-T
-4- e,"4-!1
JAppli 'an
<61-7 9 - 6R
(Phone Number)
I State) (Zip Code)
0 by payment of $ 5
IAB 2926 $
FULL IVIITIP(A0%4 $
67 .6 .5,
Date
Notice: You may protest the imposition of the fees identified above by submitting a writie'n protest to the District, in compliance with
Go�ernment Code Section 66020(a), within 90 days fr . orn the date fees are paid. Failure to submit a timely written protest will prohibit
you from challenging the imposition of the fees in any court action.
If, subsequent to the S�chool District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is
notified by the applicable Local Planning Agency that this project is bein ..reviewed under the California Environmental Quality Act (CEQA),
this project may be subject to additional school fees to fully mitigiie its impact an the school district's schools.
White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm
L6J bk.L^
N,
/571 C_
V
JIM PURSELL
-Page 1
Date 5/23/03
CIVIL ENGINEER
RCE 60924
Job No: 103-05-133
Job Name: Weiss Mobile Home Foundation
Location:
A.P.N.. 030-230-144
Analysis UBC 1997
Dead Loads
Live loads
Roof
Comp
6.0
1/2" plywood
1.5
Framing
5.0
0 .3
Insulation
to
BUTTECULfirl Y
1/211 Gyp-
2.5
16 psf. 16 PSI
DEPARTMENT'
Wall
Siding
2.5
,BUILDING
APPRA" V E
Framing
3.0
1/2" gyp-
2.5
Insulation
1.0
9.0 PSI
-SR
Floor
Flooring
Subtloor
2.5
CMC
NO 609r�2
rn
Framing
3.0
Steel Subframe
4.5
C:V
12.0 pst 40 PSI OFC
Lateral loads
Wind
P = C, Cqq.l where
Exposure C
C, = 1.06 @ 15 feet Cq =0.3 in/ 0.9 out windward roof
q 14.5 psf @ 75 mph
1.13 @ 20 feet
0.7 out leeward roof
1.19 @ 25 feet
0.8 in windward wall
1.23 @ 30 feet
0.5 out leeward wall
Seismic: V = 2.5 C. I W/ 1.4 R C. 0.36,1 = 1, R 5.5 /4.5
'Soil Bearing: t0q�Opounds per square foot Friction 0.35
Lateral bearing 250 psf/ft.
/571 C_
P, , " �-- L, 2
44L-1-161,5
qDl)
;Zq//
(,P�, -rH or- 'yo
—
bi 3 2,
3,3
3 S7-6. 12—
F/ 11 oo
Weiss
Page 3
Lateral Analysis
Improtance Factor
1 1
Wall A = Wall B
Wind
Seismic
Roof:
Windward
Leeward
q
I p
Roof Weight:
(Coef.) (Coef.x A +
Coef. x A)
(@75)
(lbs)
P(30)=
11.2� 0.3 0
0.7 0
14.5
1 = 0
Pitch Rise:Run Pitch Factor
P(25)=
1.19 0.3: 0
0.1 0
14.5
1 = 0
3 : 12 1.03
P(20)=
1.13 0.3: 0
0.7 0
14.5
1 0
P(l 5)=
1.06 0.3. 180
0.7 180
14.5
1 2767
(Pitch factor)x(Area)x(Wt.(psO) Wt.(Ib)
1.03 x 1428 x 16 23551
Wall:
Windward
Leeward
q
I p
Wall Weight:
.
(Coef!) (Coef.x A
Coef. x A)
(@75)
(lbs)
(Area)x(Wt.(psO) Wt.(Ib)
P(30)=
1.23 0.6 0
0.5, 0
14:5
1 0
848 x 9 7632
.P(25)=
1.19 0.8 0
0.5 0
14.5
1 0
Floor Weight:'
P(20)=
1.13 0.8 6
0.5 0
14.5
1 0
(Area)x(Wt.(psO) Wt.Qb)
P(l 5)=
1.06 O.a- 264
0.5 264
14.5
1 5275
1320 x 12 15840
-
P (Total)
=/8042
Ca 0.36 Total Wt.(Ib)
R =4.5 W = 47023
Base Shear (lb)
WIND GO VERNS
V (2.5 x Ca x I x W)/(1.4 x R) 6718
Wall I
Wall' 2
Wind
Seismic
Roof:
Windward
Leeward
q
I p
Roof Weight:
(Coef.) (Coef.x A +
Coef. x A)
(@75)
(1 bs)
P(30)=
1.23 0.3 0
0.7 0
14.5
1 = 0
Pitch Rise:Run Pitch Factor
P(25)=
1.19 0.3. 0
0.7 0
14.5
1. = 0
3 : 12 1.03
P(20)=
1.13 0.3 0
0.7 0
14.5
1 = 0
P(l 5y=
1.06 0.3 0
0.7 0
14.5
1 = 0
(Pitch factor)x(Area)x(Wt.(psO) Wt.(Ib)
1.03 x 1428 x 16 23551
Wall:.
Windward
Leeward
q
I p
Wall Weight: .
(Coef.) (Coef.x A +
Coef. x A)
(@75)
(lbs)
(Area)x(Wt.(psO) Wt.(Ib)
P(30)=
1.23 0.8 0
0.5 0
14.5
1 = 0
848 x 9 7632
P(25)=
1.19 0.8 0
0.5 0
14.5
1 = 0
Floor Weight:
P(20)=
1.13 0.8 0
0.5 0
14.5
1 0
(Area)x(Wt.(psO) Wt.(Ib)
P(l 5)=
1.06 0.8 218
0.5 218
14.5
1 4356
1320 x 12 15840
P (Total)
4356
Ca = 0.36 Total Wt.(Ib)
R = 4.5 W = 47023
Base Shear (lb)
SEISMIC GOVERNS
(2.5 x Ca x I x W)/(1.4 x R) /771-87
PAZfi,
NPf-4Jr- OAL�- 54.9-4k-
X)A ( L -S
4
A, 4; /1' T, -5 -
.3
�,A c- t A
S71M
4 T,�� q
SPI A
31.6
-57
0!�X, PAskr,�-(Plij�j)LL— NI A -M 11-S
PA GAL S
Aj
A, 2�., c- -S
66 A —(-4E, -S-14,1
NIP)
WA i- APfz'j-j<
ELIE
PC
PA <:,� a 7- (� �
m
030L-230-144 03-1780
W ISS
WEISS, RON
6p, -j-;-CHAARDONNEY, OROVILLE
Cont: SQUYRES, WILLIAM
FIRE SPRINKLERS FOR MH
N
VA
t
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
Or 7 County Center Drive a Ciroville, California 95965 * Telephone (530) 538-754 1
(Rev.12/96) APPLICATION AND PERMIT ,/ 03- 1 Iflu
ASSESSOR PARCEL NUMBER C?
1-0�
ZONING
-
BUILDINGPERMIT
OWNER ��an it I Sf 15'-MW7
,§a. Fr. OCC. Bply�!
UATION
I I LAJ
OWNERS MAr=RESCII, A reC(oh 1) V 1.00,CW111L
i
]HONE
C:0-1 1111'si, wo ?'fi 10 7.
co TORS MAILIN19 ADDRESS
0 "ts
CONSTRUCTION LENDER
Fireplace
LENDERS MAILING ADDRESS
Total Valuation I$ t LA—,l
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee $
20.00
Fee $
ARCHITECT OR ENGINEERS MAILING ADDRESS
—Permit
Plan Checking Fee $
BUILDING ADDRESS.#11!1 A \J
Energy Plan Checking Fee $
$
JI
<Z3 rz V"
PERMIT FEE- $
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
Trap 1
7.00
USEOFSTRUCTURE
SF 0 Duplex 0 Mobilehome [3 Other
SPECIFY
—Each
N
Solar or heat pump water heater
23.00
Water piping
15.00
Each gas water heater or
15.00
TYPE OF WORK
New 0 Addition 0 Remodel 13 Utilities 13 Installation 0 Other
Describe Work: okic I- !§2Vri"r V.% go C
V'% ILI Q
'Stf V%
Gas piping system I - 5 outlets
15.00
Building'sewer
15.00
Mobile Home ISI GI W1
920.00
PERMIT FEE
ELECTRICAL PERMIT
Filing Fee 20.00
V OR LESSS
Main Service .OA OR LE
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,!Djull fort and effect. 45.z I�
I -P
License Class I Lic. No.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
0 1, asowner of theproperty, ormy employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
0 1, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
0 1 am exempt under Sec. Business and Professions Code for this
reason
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
0 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.
0 1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, forthe performance of workfor which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
I certify that in the performance of the work for which this permit is issued, I shall
/",.not employ any person in any manner so as to become subject to workers'
compensation laws of California., and agree that H I should become subject to the
workers' compensation provt;Lions of section 3700 of the Labor Code, I shall
forthwith C mply "W"hose bN'Sions.
N wc D10V ri
:X� .
X ,., — W- J\ Date
Signature of Applicant � _[3 Owner 94 Cahtrkctor IZ�,Agent
An OSHA permit is required for excavatio over 5'0" cloVpAnd demolition or construction
of structures &7st&ts/n
ovy, if I
,/reight,
Main Service 200A TO 1000A
46.00
NEW CONST. DWEWNGnCUP. so.
OR ADDNS. & AM. S. 3.50FT.
CON$ MULTI -O Er
=RESIDT BRANC CM, Urm @7.50
POWE.RAP
& SIN.
OLTIET OR FD=RES )N,, 20 @ 1 00
Ex. Occup. ( BAL @ �50
( O.FIXED A OR
Ex. Occup. '(R=.) E._L -5-00
Temporary Service
23.00
Mobile Home Facilities 20.00
Wiring 23.01
—Misc.
PERMIT FEE
MECHANICAL PERMIT Filing Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEt $
Mobile Home Installation Fee $
Energy Inspection Fee $
IF 4
occ
CONST. TYPE
TOTAL FEE $
HAZ.
D��ES IMP
I FLOOD
CDF
I PARCEL
J.T
I HD
I IS;�
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
y 17
B Date
___L1 / lk�
P RMIT EXPIRE S ON
I 1pats)
to '1
ReceiptNo. GOLDEN ROD -APPLICANT
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR
IM
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUI�.DING DIV N
7 County Center Drive Oroville, Cali�tornia 95965 * Telephone 538- Ja
1. V '45�0 A, I _96
(Rev. 12/96) APPLICATION AND PERMIT 71, It ___1
ASSESSOR PARCEL NUMBER o _23 0 -IL4 L4
ZONING
_.,#UILDING PERMIT
OWNER n Y) Is S
E
SQ. FT. OCC. BPIL9+9tVAUaION
Utz
OWNERS MA DRIES
r171 V W A� CO V I Ub
C RACTO Is. I NE
11111,6iiIiv" _V S a o)z
OIPTOFIS MAIUNQ ADDRESS 5oAO 4
1 (3 )6 ox cia 9,z 3
CONSTRUCTION LENDER
Fireplace
LENDERS MAILING ADDRESS
Total Valuation $
ARCHITECT OR ENGINEER
LICENSE NO.
Fee $
20.00
—Filing
Permit Fee $
ARCHITECT OR ENGINEERS MAILING ADDRESS
ry
Plan Checking Fee $
BUILDINGADDRESS L.!^
A %J q I
Energy Plan Checking Fee $
$
PERMIT FEE. $
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
Each Trap
7.00
USEOFSTRUCTURE
SF 0 Duplex 0 Mobilehome 0 Other
SPECIFY
Solar or heat pNUR water heater
23.00
Water piping "IN,
15.00
_�bq
Each gas water heater or
15.00
TYPE OF WORK
New 0 Addition.,E3 Remodel 13 Utilities 0 Installation 0 Other
Describe Work: C -A -Ter S-T�c
3.0-4
Sim, 9t )VIL-16,
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home I S I G I W
@) 2 0. 0 0
PERMIT FEE $
ELECTRICAL PERMIT
Filing Fee 20-00'
LESS
600 R LESS
Main Service .VA OR
2 3.00
J
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 isja4ull firic and effect.
License Class Lic. No.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
0 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.
0 1, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
0 1 am exempt under Sec. Business and Professions Code for this
reason
Main Service 200A TO 1000A
46.00
NEW CONST. UP.
DW
.W OCC
OR ADDNS. BUDS
so.
3.50 Fr.
NEW CONST. MULTWX
NON-RESID. BRAMH C%Z�S
97.50
I
POWER
SING--!.=-- NCI
Ex. Occup. OUTLET OR FIXTURES
- @ 1.00
SAL@ .50
OFIXED AP - OR,
Occup. . (PRM.) E
1 5.00
—Ex.
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:
0 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.
0 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 permitisissued.
My workers' compensation insurance carrier and policy number are:
Carrier
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
I certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California! and agree that if I should become subject to the
workers' compensation pro%Rions of section 3700 of the Labor Code, I shall
forthwi(h cjmp y w, o se�i s I o r s.
X Date
Signature of Applicant - 0 Owner 91 CMtriactor 0,Agent
An OSHA permit is r . red for excavationA&V
-qqui er 5 0: rnd demolition or construction
of structures :2oic�rip- OCIA
Receipt 0. (1/ 0 V U-11 �� I I 0_1
MECHANICAL PERMIT
Filing Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEt $
Mobile Home Installation Fee $
Energy Inspection Fee $
OCC
CONST. TYPE
TOTAL FEE $ ')CZ -f
QW -1
HAZ.
I D. FEES
This permit is hereby issued under the applicable
of the Butte County Code and/or Resolutions
indicated above for which fees have been
ByA!6� D7at
PERMIT EXPIRES ON 7
provisions
to do work
paid.
(. t
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD -APPLICANT
WILLIAM F. SOUVRES, JR.
Fire Protection
Lic. No. 275206
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Uc. No. 275 06
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UUTTE COUNTY
-P
BUILDING DEPRTMENT
APPROVED
P.O. Box 3176 - Chico, California 95927 - (916) 345-1012
19
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I I "-w -- - 'a -- --I--- --j " w I
nUICK TANKS. INC t=
---NDALLVILLE. LN Ka- -42X72 QUICK
DATE - I 1- 16-92 NO 9,CALE.,d GALV STOCK
04BOVSQW
00 39Vd ONI-1-11da NOS W GIAVG
1896vesocs ZS:LG EOGZ/E-L/S��
$lack Tanks
Otivenlied Water Tanks
liciar Tsf*s
,,0 .00
Nov Watrr Tanvs
Cy,tam 0#1~44PQ
poduction wtloing
f steel A filuffliflum
9�,jaj ourpopp T.IM,
vRAWDOWN FOR STANDARD PRESSURES AND TANK SIZES
rQR TRNK$ WITH A FAECHARGS
TANK
P. UMP -OPSiATING -RANG,E (PS'IG)
VOLUME
(GALS)
21.0-40
30-50
40- 40.
50-70
60-80
12 4.4
3.7
3.2
2.8
I.J 7 6
Is, , j 6.6
5.6
DRAWDOWN
FoR sTANDARD PRESSURES
AND TANK
SIZES
6.5
FOR TANKS
WITHOUT
A�PRECHARGE
30 11.0
9.3
TANK
PUjjP
OPERATING RANGE
(PSIC)
13.0
VOLUME#
9.8
82 30.0
25.3
22.0
(GALS),
'20- 40
30-50
40-
1@
60-60
29.2
720 80.5
1.2
;a. 9
6
46.2
315 115.3
97.3
84.4
72 .5
66.2
460 175.7
21.
3.3.
2.1
1.-5
1 . 1'Fe.
9
30 1
4. rz,
3.1
2.2
:1. 6
1.3
42
6,5
4.3
1.0
2.2
I'S
.62
.12.7
'.8
S. 9
4.4
3.4
120
18.6
12.2
8.6
6.4
510
220
34.1
22.4
'15.8
11.9
9,2
315
48.8
32.1
224.7
17.0
13.2
4 8 rh
74. 4
49.0
34.6
25.9
20.20
925.
81.4
53.6
37,B
28.4
22.1
goo
139.5
91.8
64,8
.166.,6
371.8
vRAWDOWN FOR STANDARD PRESSURES AND TANK SIZES
rQR TRNK$ WITH A FAECHARGS
TANK
P. UMP -OPSiATING -RANG,E (PS'IG)
VOLUME
(GALS)
21.0-40
30-50
40- 40.
50-70
60-80
12 4.4
3.7
3.2
2.8
2.5
Is, , j 6.6
5.6
4.8
4.1
3.8
21 7.7
6.5
5.6
�!4.8
.4.4
30 11.0
9.3
6.0
6.9
6.3
42 , 1 15.4
13.0
11.3
9.8
82 30.0
25.3
22.0
16-9
17.2
120 13.9
37.1
12.2
27.6
29.2
720 80.5
68.0
55.0
6
46.2
315 115.3
97.3
84.4
72 .5
66.2
460 175.7
148.3
128.6
110.4
100.8
525 192.2
162.2
240.7
120.8
110.3
900 i 32914
27S.1
241.2
207. 0
189.0
Please note that drawdown figures are theoretical - your
actual drawdown may differ. Figures for precharged tanks
were based -on a . precharge ot 2 psi leas-than.the Pullit.
cut -in presy4re, is, with a pump range of 20:40, the Pre -
charge was 18 Psi.
\qa\drawdown
9"25-91 iq�n ....... !:, 7 1
90 39Vd 9NI-1-lIda NOS ? GIAVG 18SEVESOES ZS:LO E00Z/E1/90
60 39Vd
1
''OVC WHITE SCHEDULE 40 FITTIMS, UNIONS AND SADDLES i
M2�1
-SPEARS QUALITY POLICY -111 1
It is the pol4lan, ol�ectlrive of Spears Manufacturing Company to produce a superior quality product suitable for its intended use, with
regard to furic ,nafi� uctural Integrity, and conformance to established industry standards and practices. 11 Is the commitment of this
Co do so. in a manner which provides consistency of product quality, optimum availability, and superior customer service,
wh=lnlng 6111clency of operations and profitability necagrary to perpetuate product improvement and customer satisfaction.
Furthermore, It Is recognized that the attainment of these objectives Is the responsibility of all Company operafions and personnel
according to their respective functions. -
LIMITED WARRANTY
Except as otherw: so mandated by law, Spears Manufacturing Company warrants that the goods which have been direcily
manufactured by hem shall be free from defects in material and"workmanship for a peridol one (1) year, from the date of shipment,
CUSTOMER AGREES THAT -THIS WARRANTY SHALL BE EFFECTIVE SO LONG AS THE GOODS ARE USED SOLELY FOR THE
NORMAL PURPOSES FOR WHICH THEY ARE INTENDED AND IN CONFORMANCE WITH INDUSTRY ESTABLISHED
ENGINEERING, INSTALLATION, OPERATING, AND MAINTENANCE SPECIFICATIONS, RIECOMMENDATIONS AND
INSTRUCTIONS. VIOLATION THEREOF SHALL VOID THIS WARRANTY AND RELIEVE COMPANY FROM ANY OBLIGATION
UNDER THIS WARRANTY. COMPANY CANNOT AND DOES NOT ASSUME RESPONSIBILITY, AND EXPRESSLY DISCLAIMS
ANY LIABILITY, DUE TO CUSTOMER'S, ANY INSTALLER'S OR END USER'S FAILURE TO COMPLY WITH SUCH
SPECIFICATIONS, RECOMMENDATIONS AND INSTRUCTIONS.
It Customer receives any goods that appear to be detective, upon receipt of a Return Authorization (RA#) Issued by Spears Customer
Services Department, Customer may return such questionable goods. The material must be returned prepaid to Company at 15853
Olden Street, SylInar, California 91342 alung with completed Return Authorization documentation. After examination it the good -5 are
determined to be detective In materials or workmanship directly provided by Company, Company, iat its sole option, may either repair or
replace the detective goods, or reimburse Customer for the cost of such goods. This shall be Customer's only remedy. All coeta of
shipping such questionable goods and an replacements thereof to and from Company's facility shall be borne by Customer, Customer
agrees that Company will not be responsitle for other parts or labor in connection with repairing, replacing; or returning such goods
whlie goods are In possession of Company for analysis, nor for any delays beyond Company's reasonable control (including, with
IlmItation, dela s due to unavallability of materials, equipment, other supplies or labor, strikes, governmental regulation or other acts of
God), providaythat any delay shall toll the warranty period ' for the same ' amount of time as the delay itself.
COMPANY EXTENDS ONLY THIS WARRANTY AND EXPLICITLY WAIVES ALL OTHER WARRANTIES, EXPRESSED OR
IMPLIED, OHAL OR STATUTORY (INCLUDING ANY IMPLIED WARRANTIES OR AFFIRMATION, SUITABILITY,
MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE) APPLICABLE TO THE GOODS. NO AFFIRMATION BY
COMPANY OR ANY OF ITS REPRESENTATIVES, BY WORDS OR CONDUCT, SHALL CONSTITUTE A WARRANTY. THIS
WARRANTY MAY NOT BE EXTENDED, ALTERED OR OTHERWISE MODIFIED EXCEPT BY WRITTEN AGREEMENT SIGNED BY
COMPANY.
BY ITS ACCEPTANCE OF THE GOODS, CUSTOMER HEREBY SPECIFICALLY AND EXPRESSLY WAIVES ALL OTHER LIABILITY
OR OBLIGATION OF ANY KIND OR CHARACTER OF COMPANY, INCLUDING WITHOUT LIMITATION LIABILITY PREDICATED
UPON STRICT LIABILITY OR TORT, AND ALL DAMAGES AND LOSSES AS A RESULT THEREOF, INCLUDING BUT NOT LIMITED
TO ALL KNOWN, UNKNOWN, FORESEEABLE, UNFORESEEABLE, ABSOLUTE, CONTINGENT, LIQUIDATED, NON -LIQUIDATED,
COMPENSATORY, GENERAL, SPECIAL, CONSEQUENTIAL, INCIDENTAL, OR PUNITIVE DAMAGES, AND WITH RESPECT TO
THE GOODS, THEIR RETURN, REPAIR, RESTORATION AND REPLACEMENT. WITH RESPECT TO SUCH WAIVER, CUSTOMER
HEREBY EXPLICITLY WAIVES CALIFORNIA CIVIL CODE §1542 WHICH STATES -A GENERAL RELEASE DOES NOT EXTEND
TO CLAIMS WHICH THE CREDITOR DOES NOT KNOW OR SUSPECT TO EXIST IN HIS FAVOR AT THE TIME OF EXECUTING
THIS RELEASE, WHICH IF KNOWN BY HIM MUST HAVE MATERIALLY ADVERSELY AFFECTED HIS SETTLEMENT WITH
DEBTOR" AND ALL OTHER SIMILAR STATUTORY, COMMON AND CASE LAW RIGHTS, DEFENSES AND LIMITATIONS.
Having independently Inspected a sample of the goods as fully as desired or having refused to make such examinafion upon
acceptance of dolivery'of the goods, and except as otherwise herein piovided, Cust=6 hereby accepts' the goods in its "AS IS"
condition "WITH ALL FAULTS'withoul any other warranty, expressed or implied, and hereby accepts and assumes the onUre risk and
cost of all necessary servicing, repairs and remedy thereof.
STANDARDS & $PECIFICATIONS
Standards provide greater assurance of product performance and consistency, and are available to assist design engineers in System
specification. The most frequently referenced industry standards for plastic piping systems are ASTM Standard Specifications and
Practices. Along with ASTM Standards, additional product specifications and certifications form the basis of product conformance to
which Spears products are manufactured. . - I .. . ., .
D 2466
D 1784
D 2609
Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40.
Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compound6
Plastic Insert Fittings for Polyethylene (PE) Plastic Pipe.
National Sanitation Foundation (NSF) Standard 61 and/or 14 Plasflc Fittings for Potable Water.
Material . Spears Schedule 40 Fittings are produced from PVC Type 1, Cell Classification 12454.
Fabricated Fittings Spears Fabricated Fittings conform to Spears Manufacturing Company Special Engineering Specifications.
Prices subject to change w4hout notice. Possession of this price schedule shall not be construed as an offer to sell the products listed.
Product drawings and/or photographs are representative and may not fully reflect product configurations.
W 1�1
E
$11
Made in the U.S.A.
Dyndisobta frnm Onnare Innn"llinn und Toehnninnv
EINIIIING NOS W GIAVG 18SEVE9069 ZS:LO EOOZ/61/90
.01 1%. , - WILLIAM F. SOUVRES, JR.
Fire Protection
Lic. No. 275206
WCA� (-Y Z -Z
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OPC
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C'� V\
P.O. Box 3176 Chico, California 95927 - (916) 345-1012
4
WICK STOCK ft W S 1 ?IAL# N/A
MWELS 048DIWW SIM 4W2 1 75 PSI I NT GALV
t APPROX
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-72
2
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EXT - GAL
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44
4.24K tt '-.1 r q9
co
LO 114 VW t lna�W UELEM 11-19-a
LID IT WIPART NO I OESCRIPTION flUlIPART NO CESCRIPTION
CD
cn
Ln > A If 104 tOG SHELL I OGA 72 X t32-1/8 PO 11-35orsoo CAPLUG 1-1/4;
rx
< -j 8 2[2-24200 HEAD 044 X 3116 CO FO C 2f3-50800 CAP!-L)G 2
ro
IN c 1130MOO SPUD 1-1/1 FAB
LID I M 1 351.000 CAPLLZ 3
rz 213008011 SPLID 2 FORGED 7Wb. go AXS' n5e 91
E 1 300801 SPLID 2 FCRGED TH�EADED
p
1)
S
;18T
1 30100/ SPUD 3 FORGED if
G 1 340800 PIPE PLUG 2 SO HO GALY
H 1 376W5 R I NG BASE IOGA X-9 XL12-3/
0sivanised Water tanks
a Black T.Ak.
TA �Sr
$auor Tsnhe
P.UMP OPERATING-RANG.E (PSIG)
I
_
R0.06 mannra
-_
_.
Ndt W*W, T-b*
(GALS)
1 20-40
30-50
40-60
50-70
60-80
12 1 4.4
3.7
3.2
2.0
2.5
1 6.6
!--n- :Vr!
4.8
4.1
3.8
r.; "It 37 zR
6.5
5.6
DRAWDOWN FOR STANDARD PRNSSURES AND TANK
SIZES
30 11.0
9.3
roR TANKS WITHOUT A-PRECHARGE
6.9
6.3
TANK
rUkP OPERATINCI RANGE tIVSIG)
'21.,
9.7
VOLUME;
8,2 30.0
2.0
(GA)4s)
30-50 40 --GO 50-10
So
60-60
37.1
12
1.9 L.2 a ' 9 0.6
L -13T
0.5
220 130.5
18
Z.8 1.8 1-0
0.8
46.2
21.
3.3 2.1 1.5 1.1
0.9
72.5
.30
4.F, 3.1 2.2 1.6
1.3
128.6
42
6.5 4.3 �.o 2.2
1.8
162.2
140.7
12.7 8.4 5.9 4.4
3.4
Soo 329.4
.62
120
1816 12.2 8.6 6.4
510
-189.0
220
34.1 2 . �.4 15.8 11.9
9.2
!15
48.8 32.1 22,7 11710
13.2
480
74.4 49.0 34.6 25.9
2e.2
�2s.
81.4 53.6 3,11 B 20.4
22.1
goo
139.5 91-8 64,8 46.6
37.8
90 39Vd
DRAWDOWN FOR STANDARD PRESSURES AND TANK SIZOS
FOR TANKS WITH A FAECHARGE
TANK
P.UMP OPERATING-RANG.E (PSIG)
I
_
1-YOLUME
-_
_.
(GALS)
1 20-40
30-50
40-60
50-70
60-80
12 1 4.4
3.7
3.2
2.0
2.5
1 6.6
S . 13
4.8
4.1
3.8
1;8
21 7.7
6.5
5.6
4.8
4.4
30 11.0
9.3
6.0
6.9
6.3
42 15.4
'21.,
9.7
9.8
8,2 30.0
2.0
18.9
17.2
120 43.9
37.1
32.2
27. 6
25.2
220 130.5
68.0
55.0
50.6
46.2
315 115.3
97.3
84,4
72.5
66.2
480 17517
148,3
128.6
110.4
100.8
525 192.2
162.2
140.7
120.8
110.3
Soo 329.4
273.1
241.2
207 0
-189.0
C"'t,,M 0#111anizing
v oductio. Wolding
a $;gal A Alul"Imum
slan,v.
".epoj;
please note that drawdown figures are theoretical - your
Actual drawdown may differ, Figures for precharged tanks
were based on a precharge of 2 psi less then the pump
cut -in pressure, is, with a pump range of 20-40p the p.re-
charge was 18 Psi. 1,
\qa\drawdown
9"25-91 " 19�n.
9NI1_11dG NOS ? GIAVO
18SEVESGES ZS:L0 COOZ/61/90
� *PVC WHITE SCHEDULE 40 FITTINGS, UNIONS AND SADDLES �
SPEARS QUALITY POLICY
It is the policy and objective of Spain, Manufactill-ing Company to produce a superior quality product suitable for its intended use, with
regard to functionality, structural Integrity, Arid Conformance to established industry standards arid practices. it Is the commitment of INS
Company to du so in a manner Which providiis (mlisislency of product quality, optirtium availability, arid superior customer service,
while innifiltiltilnU oll1cloncy of oporntloni wd profilribility nomk.n.nry to perpetuate prodimi improvArnant and rustorner sallafaction.
Furtl ilit n tort), It Is recognized that the nitninivilini of these ubjectiver; In the responsibility of all Company oporallions arid personnel
according to their respective functions.
LIMITED WARRANTY
Except as otherwise mandated by law, Spears Manufacturing Company warrants that Ilia goods which have been directly
manufactured by them shall be free from defects in material and workmanship (or a period of one (1) year, from the date of shipment,
CUSTOMER AGREES THAT THIS WARRANTY St IALL HE EFFECTIVE SO LONG ASTHE GOODS ARE USED SOLELY FOR THE
NOSMAL PURPOSES FOR WHICH THEY APIE INTENDED AND IN CONFORMANCE WITH INDUSTRY ESTABLISHED
ENGINEERING, INSTALLATION, OPERATING, AND MAINTENANCE SPECIFICATIONS, RECOMMENDATIONS AND
INSTRUCTIONS. VIOLATION T1 IERFOF Sl IALL VOIDTHIS WARRANTY AND RELIEVE COMPANY FROM ANY OBLIGATION
UNDER THIS WARRANTY. COMPANY CANNOTAND DOES NOTASSUME nEsrONSIBILI'IY, AND EXPRESSLY DISCLAIMS
ANY LIABILITY, DUE TO CUSTOMERS, ANY INSTALLER'S on END USER'S FAILURE TO COMPLY WITH SUCH
SPECIFICATIONS, RECOMMENDATIONS AND INSTRUCTIONS.
If Customer receives any goods that appear to be detective, upon receipt of a notum Authorization (RA#) Issued by Spears Customer
Services DepAilinent, Customer illay inlurn such quortionablar goodG."I'he material must be returned prepaid to Company at 15853
Oldon Street, Sylinar, Calffornia 91342 al(my will, ccimpiatod noturn Authorization docuninniallon. Aller examination it Ilia goods aro
(jotoiniinod to be dotoclive in matolials or woilininnship thrently provided try Ct)mpnny, Con-olmny, R1 its solo oplion, ninyelther repair or
replace the detective gulids, at* reimburse Customer to, Uju cost of sucli quods. This shall be Cuslunior'r, only n9inedy. All costs of
si iippii ig suet i q uos lionable goods arid an replacements thereof to arid from Company's facility shall be borne byOustomer. Customer
agrees that Company will not be responsitle for other parts or labor in connection with repairing, replAcingi or returning such goods
while goods are In possession of Company for analysis, nor for any delays beyond Company's reasonable control (includin
,,%, with
11nillefion. dela% due to unavailability of materials, equipment, other supplies or labor, strikes, Uoveirlmental regulation or ot er acts of
God), provide that any delay shall toll the warranty period for Ilia same amount of little as tile delay itself.
COMPANY EXTENDS ONLY THIS WARRANTY AND EXPLICITLY WAIVES ALL OTHER WARRANTIES, EXPRESSED OR
IMPLIED, ORAL On STATUTORY (INCLUDING ANY IMPLIED WARRANTIES OR AFFIRMATION, SUITABILITY,
MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE) APPLICABLE TO -fHE GOODS. NO AFFIRMATION BY
COMPANY OR ANY OF ITS REPRESENTATIVES, BY WORDS OR CONDUCT, SHALL CONSTITUTE A WARRANTY. THIS
WARRANTY MAY NOT BE EXTENDED, ALTERED OR OTHERWISE MODIFIED EXCEPT BY WRITTEN AGREEMENT SIGNED BY
COMPANY.
BY ITS ACCEPTAN , CE OF THE GOODS, COSTUMER HEREBY SPECIFICALLY AND EXPRESSLY WAIVES ALI, OTHER LIABILITY
OH OBLIGATION OF ANY KIND OR CHARACTER Or COMPANY, INCLUDING WITHOUT LIMITATION LIABILITY PREDICATED
UPON STRICT LIABILITY AND Al. I- DAMAGFS AND LOSSES AS A RESULT THEREOF, INCLUDING BUT NOT LIMITED
TO ALL KNOWN, UNKNOWN, FUl IESEEA�)LE, UNFORESEEAM-17, ADSOLLI I E, (;ON I INGEN 1, LIUUIDATED, NON-LICIUIUATED,
COMPENSATORY, GENERAL, SPECIAL, CONSLQUENTIAL, INCIDENTAL, on PUNI I-IVE DAMAGES, AND Will H RESPECT TO
THE GOODS, THEIR RETURN, REPAIR, RF.$T(.)RA-tiON AND RFPI-ACFMENT. WITH RESPECT TO SUCH WAIVER, CUSTOMER
HEREBY EXPLICITLY WAIVES CALIFORNIA CIVIL CODE § 1542 W1 IICI I STATES -A GENERAL RELEASE DOES NOT EXTEND
TO CLAIMS WHICIATHE CRIEUI I Oil DOES NO I'KNOW OR SUSPECT TO EXIST IN HIS FAVOR ATTHE TIME OF EXECUTING
THIS RELEASE, W1 IICH IF KNOWN BY HIM MUST FIAV5 MATERIALLY ADVERSELY AFFECTED HIS SETTLEMENT WITH
DEBTOR" AND ALL ()']'HER SIMII AR S TA'I U'l 011Y, QOMMON AND CASE LAW RIGHTS, DEFENSES AND LIMI*I'/V]'IONS.
Haviog independenily Inspected a F;ainple of file goods as hilly as desired or having refused to make such examination upon
accoplance of (Inlivoiy of the goods, and except as ottio,wise liqreio piovidiid, Comorrior hereby accepts the goods in ils"AS IS"
condition "WI I H ALL FAULTS" without any other warranty, expressed or Implied, arid hereby accepts lind Assumes Ulu entire risk arid
cost of all necessary servicing, repairs arid remedy therpof.
STANDARDS SPECIFICATIONS
Standards provide giaRier assurance of product pedoiniance an(l consistency, arid are available to assist clesigri engineers in systef-,l
spocilicaliun. 1110 must frequently reforencrid industry standards for plastic pipinU systems are AS'l M Standard specifications and
Practices. Along with ASTM Standards, additional product sp9CijjCaji0nS arid cerlificalions form the basis of product conformance to
which Spears products are manufactured.
ASTM 1) 2466
ASTM D 1784
A.STM D 2600
Material
Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40.
Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds.
Plastic Insert Fittings for Polyethylene (PE) PIAS110 Pipe.
National Sanitation Foundation (NSF) Standard 61 aridlor 14 Plastic Fittings. for Potable Water,
Spears Schedule 40 Fittings are produced (turn PVC Type 1. Cell Classification 12454.
Fabricated Fittings Spears Fabricated Fittings conlorin to Spears Manufacturing Company Special Engineering Specifications.
Prices subject to change without notice. Possession of Ujis price schedule shall not be construed as an offer to sell the products listed.
Product drawings and/or photographs are representative arid may riot fully reflect product configurations.
Page 1
60 39Vd
Q
Made in the U.S.A.
nwo%nmeoessin urnassote frnm Onnare Innnualinn %knil Taphnninnv
9NI-TlIdil NOS ? QIAVQ 18SEVESOES ZS:LO EOOZ/61/90
FOUNDATION SYSTEM
CERTIFICATE OF OCCUPANCY
BUILDING PERMIT NUMBER: 03-1561
Address or location of unit: 62 CHARDONNAY WAY, OROVILLE CA
Legal Description of Real Property: AP # 030-230-144
SEE ATTACHED
(x) Mobilehome/Manufactured Home
() Commercial Coach
Has been affixed to the real property above by installation on a foundation system
-pursuant to Health and Safety Code Section 18551.
Owner's name: RON WIESS AND TERI WEISS
Owner's address: 225 WINWARD WAY, OROVILLE CA 95965
INSIGNIA OR HUD NUMBER: WAS 0092653
SERIAL NUMBER ORV.I.N.: WAFL331A/B/C1822-BA13
MANUFACTURER'S NAME: FLEETWOOD YEAR: 2003
OFFICIAL APPROVING INSTALLATION:
DATE: 9-24-03
PHONE: (530) 538-7541
H.C.D. 513C
RECORDING REQUESTED BY:
AND V*MN RECORDED MAM TO:
I
BUTTE COUNTY BUMDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE CA 95965
C:0931Y of Document Recorded
24 -Sep -2003 2003-0066722
Has not been compared with
original
BUTTE COUNTY RECORDER
SPACE ABOVE THIS LINE FOR RECORDER USE ONLY
NOTTCE OF MANUFACTURED HOMIE (MOBELEHOME) OR COMMERCIAL COACH,
INSTALLA17ION 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.
RON WIESS AND TERI WEISS
7 COUNTY CENTER DRIVE
REAL PROPERTY OWNERILESSOR
OROVELLE BUTTE CA
225 WINWARD WAY
CITY COUNTY STATE
ZIP
MAILING ADDRESS
538-7541
BUILD PERMIT �O. TELEPHONE NUMBER
OROVILLE BUT TE
CA
.95965
CITY COUNTY
STATE
ZIP
62 CHARDONNAY WAY
1061581
INSTALLATION MAILING ADDRESS, IF DIFFERENT
DEALER LICENSE NO.
OROVIELLE BUTTE,
CA
95965
CITY COUNTY
STATE
ZIP
SAME -
UNIT OWNER (if also property owner, write "SAME)
SANE
M[Arl ING ADDRESS
SANE
CITY COUNTY
STATE
ZIP
UNIT DESCRIPTION
BUTTE COUNTY BUILDING DIVISION
LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY
7 COUNTY CENTER DRIVE
MAILING ADDRESS i
OROVELLE BUTTE CA
95965
CITY COUNTY STATE
ZIP
03-1561 (530)
538-7541
BUILD PERMIT �O. TELEPHONE NUMBER
zm'
9-24-03
OF I OCAL AGENCY OFFICIAL
DATE
FLEETWOOD
DEALER NAME (ifnot a dealer sale� write "NONE")
1061581
DEALER LICENSE NO.
FLEETWOOD 2003 BARRINGTON 7664A
MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NANM/NUNMER
WAFL 331"/C 18222-BA13 66'x26'& 58'xl3'3" WAS00926-53/4/5
SERIAL NUMBER(S) LENGTH X WIDTH - INSIGNIA/LABEL NUlyfBER(S)
i
REAL PROPEM LEGAL DESCRIPTIO ASSESSOWS PARCEL NUMBER A? # 030-230-144
SEE ATTACHED
HCD FORM 433(A) REV. 8/91 1
WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept.
LE 4 53�t3:.04'
07/01/2003 11:24 FIDELITY TIT ORbjI'*L NO.510 IP04
Description
The land ref=ed to h=in is in the State of Cglifomia, County of Butte� and is described as
followB:
PARCEL r -
PARCEL ONE, AS SHOWN ON THAT CERTAD4 pARcEL MAP, RECORDED N TIM OFpICE Op
THE RECORDER OF TBE COUNTY OF BUTTE. STATE OF CALIFOPJUA, ON JULY 24, iggs, IN
BOOK 136 OF MAPS, AT PAGE(S) 85 AND 96.
RESERVING A 50 FOOT WIDE NON-EXCLUSM EASEMENT WrM A 50 FOOT RAr)rUS CU1,
DE -SAC FOR ROAD AND PUBLIC UT11= PURPOSESp AS SHOWN ON SAM PARCEL MAP.
APN 030-230-1"000
RA4M 13:
A 5D FOOT'WME'NON-EXCLUSM EASEMEW wrll� A 50 FOOT RADIUS CUL -DZ -SAC FOR
ROAD AND PUBLIC UTUXrY FMOSES, AS SHOWN ON THAT CERTAIN PARCEL MAP,
RECORDED IN THE -OFFICE OF THE RECORDEIL OF THE COUNTY OF B=, STATE OF
CALIFORNIA, ON XTLY 24,1995, IN BOOK 136 OF MAPS, AT PAGE(S) 85 AND 86.
Description: Butte,CA Document- Year. D6clD 2002.49777 Page: 3 of 3
Order. 406534 Comment..
771
o
OUNDATR N SYSTEM
ICATE OF* OCCUPANCY,
CERTIF
47
BUILDING PERMIT NUMBER: 03-1561
Address or location of unit: 62 CHARDONNAY WAY, OROVILLE CA
Legal Description of Real Property: AP # 030-230-144
SEE ATTACHED
(x) Mobilehome/Manufactured Home
() Commercial Coach
Has been affixed to the real property above by installation on a foundation system
pursuant to Health and Safety Code Section 18551.
Owner's name: RON WIESS AND TERI WEISS
Owner's address: 225 VqNWARD WAY, OROVILLE CA 95965
INSIGNIA OR HUD NUMBER: WAS 0092653
SERIAL NUMBER ORV-I.N.: WAFL331A/B/CI822-BA13
MANUFACTURER'S NAME: FLEETWOOD YEAR: 2003
OFFICIAL APPROVING INSTALLATION:
DATE: 9-24-03
PHONE: (530) 538-7541
STATE OF CALIFORNIA
BUSINESS,- TRANSPORTATION AND HOUSING AGENCY
NUMBER:
DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT
DIVISION OF CODES AND STANDARDS 8697477
MANUFACTURED. HOUSING PROGRAM
Ty
MANUFACTURER CERTIFICATE OF ORIGIN
DISTRIBUTION: ORIGINAL (PINK) FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE. THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE).
COPY 1 (WHITE) FORWARD TO THE DEPARTMENTAT P.O. BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN FIVE (5) DAYS OF RELEASE.
COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION.
COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER.
HCD 483.0 - Side 1 - (7197) . . I
PHECKIF.THIS Is A DUPLICATE MCO -ENTER ORIGINAL MCO NO.
MANUFACTURED HOME OR MUILTJ-UNIT MANUFACTUREb'HOUSING
SFD (SINGLE FAMILY DWELLING) EIMUMH (MULTI -UNIT MANUFACTURED HOUSIN
NUMBER OF 3
TRANSPORTABLE SECTIONS
COMMERCIAL COACH -
OCCUPANCY GROUP.
MANUFACTURER NAME:
FLEETWOOD HOMES OF WASHINGTON, INC. #031
MANUFACTURER LICENSE NUMBER:
MF1082465
MANUFACTURER ADDRESS -
.211 STH -STREET* WOODLAND WA 98674
SUG . GESTED RETAIL PRICE:
(Street) - (City) (State) (zip)
MANUFACTURER TRADE NAME:
MODEL NAME AND/OR NUMBER:
DATE OF MANUFACTURE:
BARRINGTON
76'64A 2004
06/10/2003
'NT�TCRALIF.
p
DEALER N UMBER OR
DATE OF TRANSFER:
DBA: FLEETWOOD HOMES OF'OROVILLE
T ANSFEREE DESIGNATION:
1061581
-
06/12/2003
DEALER OR TRANSFEREE ADDRESS:
2243 FEATHER RIVER OROVILLE
CA 95965
(City) (State)
(zip)
INVENTORY CREDITOR NAME: -
FLEETWOOD RETAIL CORP
IN%4MMM CRERT(3R MERTSS-
. MSO DESK
2150 WEST 18TH ST SUITE 300
. HOUSTON
TX 77008
(Streei)
(City) (S te)
01))
SECTION MANUFACTURER SERIAL NUMBER
HCD INSIGNIA OR HUD LABEL NUMBER
LENGTH
WIDTH
WEIGHT
(INCHES)
(INCHES)
(POUNDS)
I WAFL331A18222-BA13
WASOO*92653
792
160
31,900
WA . FL331BIS2.22-BA13
WAS0092654
792
160
27,150
3 WAFL331CIB222-BA13
WAS . 0092655
696
160
27,550
TRANSPORTER NAME:
WESTSTAR-'SYSTM4S, IN
TRANSPORTER ADDRESS:
(Street) (City) (State)
(zip)
DESTINATION FOR UNIT DESCRIBED ABOVE:
(NAME) (Street) (City) (State)
(zip)
I certify under penalty of pedury under the laws of -the State of California that the above facts are true and correct,
06/10/2003 WOODLAND COWLITZ
Executed
WA
on at
(Date) (County)
(State)
SIGNATURE OF AUTHORIZED AGENT:
rprip-ral
ManacLpr
DISTRIBUTION: ORIGINAL (PINK) FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE. THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE).
COPY 1 (WHITE) FORWARD TO THE DEPARTMENTAT P.O. BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN FIVE (5) DAYS OF RELEASE.
COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION.
COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER.
HCD 483.0 - Side 1 - (7197) . . I
STATE OF CALIFORNIA
L -SS, TRANSPORTATION AND HOUSING AGENCY
IARTMENT OF HOUSING AND
COMMLWITY DEVELOPMENT
DIVISION OF CODES ANTI)STANDARDS
REG'STRAnON AND TITLING PROGRAM
STATEMENT OF FAM
nis unit is a: q�Kmobilehome E . I Commercial Coach Floating Home ED Truck Camper
Decal (license) No.(s) Trade Name Senal No4s)
--------------
I/We, the undersigned, hereby state:
THE ABOVE DESCRIBED MOBILE HOME HAS BEEN INSTALLED ON
AN APPROVED PERMANENT -FOUNDATION SYSTEM AND IS PRESENTLY
IN ESCROW WHICH WILL CLOSE WITHIN 45 DAYS.
I/We further agree to -indemnify and save harmless the Director of Housing and Community Development, State
of California, arid -subsequent purchasers of said unit, for any loss they may suffer resulting from registration of
the abovc-described unit in California, or from issuance . of a California certificate of title covering the same.
IAN certify under
Executed on
Signature(s)
Of Pe*rjury that the foregoing is true and correct.
It. r6 C/I L_ L_ o --
(City)
(State)
Printed name(s)"
Address 6L_Qy,6 i--Vq (,2 L4
City. 6
State" 14
HCD 476.6 (REV 9191)
I I � It,
07/01/2003 11:24 FIDELITY TITLE OROVILLE 4 �323304
NO. 510 P02
UCORMC; UQURSM BY
NOD VALLEY TITLE & ESCROW CO. Recorded I REC FEE 13,09
AM WMN M=RDIM NAM M. Official Records I TAX 49.58
Co Of
RON WEISS 04E
TERI WFMS CAMNEE j , BRIMS
Recorder
225 RINWARD WAY RMARY DICKSM
OROVILLE. C&. 95966 Assistant I Andrew
I Page I of 3
-Spact Above nds Lbw for R=rdu's Me OWy
A.P.M. 030-230-144-000 Order No.: 201699CB Escrow No.: 20169SCSIOR"
GRAM DM
TFM UNDML*QW1M GLAMMR(A) DW-AWI) TEUT OWUMENTARY TRANSPEA TAX IS. C01MTV $0,50
X wmputed on full v COUVOY4 of
COMPUW On ftl] V 0
= 115MV= liew or eM=brm=& remaini g at dw of age,
11"in rpomted area: City of,4nd
FOR A VALUABLE CONSIDERATION, Rec6pt of whkh is hemby =kwwWpd.
ALBERT J. BROOKNM AND E.. ryE*RGRn BROOKMAN, AS MTRUSTMI OF THE BROOMAN
FAMILY LIVING TRUST
Mroby GRANT(S) to
RON WEISS and TM W]USS, Husband 04 Wffe M Joint TaMts
The following dMribed property in the UW=rp=ed Arm of Me COMY of Butte Sta of Calitbraia;
See Exidibit "A" attached hereto ud, made a pad bereor.
GRANT DMD CONTINUED OK NErr PACE
Description - Bufte, CA Document- Yea(. DocID 2002.49 777 Page: 1 of 3' , or Address NoW Below
Order, 406534 Comment. FA