HomeMy WebLinkAbout038-170-01238-17-.12
Walter Ford�//��/
Pri.dr.,app.5 0 E.of Dur am Nelson o38 / ? Ogoo
0 "
Rd.,app.2400'S.of Hanlon Rd.,Durham }
Permit X6208-80P,E(util.I) {
< ELEC- L �P(7�� 3
3
GA S `f - ` - 038-17-0-012 ; 93-201
SUPPORT STRUCTURE REQ. VANELLA, TOM �-
COMPACTION TEST REQ. -?24 8728 DURNEL DR, DURHAM O
w 38-17-12 �AGRICULTURAL�EXEMPTIUN PERMIT
Con tr : KEntwood MH Chico STORE HARVEST -EQUIPMENT
Permit#1702-80MHI 038-170-012 -PERMIT#96-114AG:
Issued —fe VANELLA, Thomas
� 8728 Durnel Dr., Durham �,..
Ag Exempt Permit -Repair & Stg Ag E
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BUTTE COUNTY
o�uTrF0 MENT OF DEVELOPMENT SERVICES
0 o G PERMIT APPLICATION*
0 0 (�g41 FAX #: (530) 538-2140
o :� ':a�_�� o A FEE WI E RD IME OF APPLICA TION
Website: www. u ec dds
PLEASE PRIN
I�
"When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information
related to this application is subject to public inspection and will be posted on the County's website for electronic access.
OWNER INFORMATION
Last Name/ fM yiV l
F 211
Mailing Address
City 1&41} ST
Zip
Phone�� Fax
E-mail
0
Name x
Address0
Phone
Lk� v
Name
ARCHITECT/EN&INEER
Address
City�t4:�d S63-
City
Phone < �3, , Fax J D
[ J
State
Zip
Phone
Type Const.
Fax
E-mail
State License Number
APPLICANT INFORMATION
Name
Address lz�/ _
City�t4:�d S63-
Zi%
Phone < �3, , Fax J D
[ J
E-mail
WORKER'S COMPENSATION
Policy Number
Carrier
If hiring anyone other than licensed contractors, a certificate of
worker's compensation must be shown at the time of permit issuance.
I LENDING AGENCY I
Name
Address
DESCRIPTION OR SCOPE OF WORK:
�AL• L�� 2l� �
Sq FT- Living po,o Gara dd CM Cov
Structure Built without Permits
Proposed Change of Occupancy
(Note previous use):
For office use only:
Zoning
Flood Zone
SRA
Yes
',-9<
Occ.
Type Const.
Butte County Department of Development Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 95965
(530) 538-7601 Telephone
(530) 538-2140 Fax
www.buttecounty.net/dds
**PERMIT APPLICATION DATA SHEET**
Reference Number: B08-2209 Date: 10/29/2008
Location:
8728 DURNEL DR
By:
TMP
Parcel Number:
038-170-012
Sub Type:
Remodel
Owner Name:
VANELLA, THOMAS F & LINDA L R
Phone:
(530) 891-5200
Description: AG BLDG CONV. TO CRAFT/STORAGE RM 800 SOFT.
The above permit application has the following Clearances required prior to permit issuance. Please contact each department
indicated below regarding specific requirements pertaining to your permit application.
Yes No SEWER DISTRICTS
Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740
❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000
❑ ❑ City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 - (530) 879-6700
PARKS & RECREATION DISTRICTS
❑ ❑ Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711
❑ ❑ Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921
❑ Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011
❑ ❑ Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393
❑ ❑ Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions
❑ ❑ City of Biggs Plannin Department, 3016 Sixth StreetBiggsCA 95917 - (530) 868-54/47
[� ❑ Other: 1 bl7 ;I jl%10r� � r V ,::,d
E Other:
"When filed, this application and all supporting material ecomes subject to the California Public Records Act. All public
information related to this application is s bje to public , pection and will be posted on the County's website for electronic
access.
Signature of Applicant: Date: 10/29/2008
FILE
SCHOOL DISTRICTS
❑
Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281
Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006
❑
Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675
❑
❑
Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723
Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000
❑
❑
Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000
❑
Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105
❑
❑
Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400
OTHER
❑ ❑ Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions
❑ ❑ City of Biggs Plannin Department, 3016 Sixth StreetBiggsCA 95917 - (530) 868-54/47
[� ❑ Other: 1 bl7 ;I jl%10r� � r V ,::,d
E Other:
"When filed, this application and all supporting material ecomes subject to the California Public Records Act. All public
information related to this application is s bje to public , pection and will be posted on the County's website for electronic
access.
Signature of Applicant: Date: 10/29/2008
FILE
Butte County Department of Public Works
J. MICHAEL CRUMP, DIRECTOR
LAND DEVELOPMENT DIVISION
Storm Water Managment Program
7 County Center Drive 0
Oroville, CA 95965
(530) 538-7266 Telephone
(530) 538-7171 Fax
www.buttecounty.net/dds
100PR'�ENT
, -�
��
arc v ;r 6
National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm
Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment
[LESS THAN 1 ACRE 1
Reference Number:
B08-2209
Date:
10/29/2008
Location:
8.728 DURNEL DR
By:
TMP
Parcel Number:
038-170-012
Sub Type:
Remodel
Owner Name:
VANELLA, THOMAS F & LINDA L R
Phone:
(530) 891-5200
Description:
AG BLDG CONY. TO CRAFT/STORAGE RM 800 SQ.FT.
By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more
of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California
Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but
when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm
Water Permit from the state of California Regional Water Quality Board.
I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water
Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or
more of land may result in revocation of grading and/or other permits or other santions provided by law.
Signed:
Title:
FILE
Date: 10/29/2008
Butte County Department of Development Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 95965
(530) 538-7601 Telephone
(530) 538-2140 Fax
www.buttecounty.net/dds
NOTICE TO BUILDERS"
Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In
addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental
Health, and the California Department of Forestry for their clearances.and approvals. There are some things you can do to
expedite your permit:
0 Make sure your application is complete.
0 Be responsive to requests from County departments for any additional materials or requirements.
The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes
without a complete application adds to processing time.
Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not
started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to
expiration an indefinite number of times, provided construction progress has been documented by the Building Division during
each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In
order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking
and documentation may be required. Upon completion of work covered by this permit, please contact this office for final
inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is
issued without a final inspection.
EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY"
Application for which a permit has not been issued will expire one year after date of application.
Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if
the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for
Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn
before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to
process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the
permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund
amount) to determine no work was done.
Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/
"When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information
related to this application is subject to public inspection and will be posted on the County's website for electronic access.
Reference Number: B08-2209 Date: 10/29/2008
Location: 8728 DURNEL DR
Parcel Number: 038-170-012
Owner Name: VANELLA, THOMAS F & LINDA L R Phone: (530) 891-5200
Description: AG BLDG CONV. TO CRAFT/STORAGE RM 800 SQ.FT.
Signature of Applicant:
FILE
Date: 10/29/2008
LETTER OF' SIGNATURE AUTHORIZATION
Re: A.P.# � � 7-0 � Z..
To whom it may concern:
David Wasney Jr is hereby- authorized to sign all documents related/required
to apply and obtain building permits for the above listed parcel.
Thank you in.advance for your cooperation,
signature. `
-off
date
VA- � J-� (Rao- 2zr��) z�� g
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00 V) �VL�r� Ilv�ik.� �MN�Y �,.�� 2o07C{3C
6 13
gop dt� ��A;vS � CA,( -CS.
09-
0 YZ r) C� (�/O. Co I L I _FY
�U.fk L �'`(�i�:n� oV� Ci�MY�1N/1-�ON Ut= Sy
May 08 08 05:50p STREAMLINE ENGINEERING
530-892-1115 p.11
Dimensional Solutions OSAnchor Report - Version: 10.0 Date: 992008
Metal Building Engineer Checker -
4 - 0 9Dead + 9 fMrbnA n
5- 1.2Dead + Live + pjffliqr
6 - D.9Dead + Earthquake
23. 1449. 0
23. 1449- O_
Page 7 of -12-
• 0.660 0-7 20.456
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1. 0.86.5 0.7 20.466
0
CB0 STEEL BUILDINGS
STRUCTURAL CALCULATIONS
/ f ? t ;+��Tr� ,} �.� —, fit
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+a�A ill x1ZlStY�.:4��E=R. �CUSTO._,:p,,TomVanellap►�i�i��
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�a�3-
INDEX
A. DESIGN LOADS AND REACTIONS
B. PLAN
C. SHEETING DESIGN
D. SECONDARY FRAMING DESIGN
ui
m
E. ENDWALL DESIGNEXP
C 645av * E(PO6p/
F. RIGID FRAME DESIGNo� A �F���\�
G. LONGITUDNAL BRACING
H. SPECIAL FRAMING DESIGN JUN 2 O 2008
CBC STEEL BUILDINGS IS AN APPROVED FABRICATOR OF STEEL BUILDINGS ;5.•
ICBOES FA- 322
AISC CERTIFIED FABRICATOR CATEGORY MB
CLARK COUNTY, NV - NO. 404
CITY OF LAS VEGAS, NV - NO. GR90068
CITY OF LOS ANGELES, CA - TYPE 1 FABRICATOR NO.1436
1700 EAST LOUISE AVENUE • LATHROP,.CA 95330 • PHONE (209) 983-0910 • FAX (209) 858-2354
IBES I C3 F=0 1=k RPkMETE RE
By PUP Sheet AAA -
y
Date :L11 -X7-1996. Cust TOM VANELLA Job # 16473
7
STRUCTURE DESCRIPTION
Buy. lding'_Width , (span) 40 ft.
Eave 'Height• _.. 16. 'ft.
Bay Space • (trib) 20 ft.
Roof -Slope 2 in./ft.
BASIC LOADS
Roof 'Live Load 20 psf
'Frame. Live Load( (UBC) . 12 psf
Wind .Load (1994 UPC) : Speed 60 mph
Exposure. C
Building 'Dead Load ?, psf
*** This structure is designed in compliance with CRC specifications and
standards utilizing the pertinent provisions and recommendations of the
American Institute of Steel Construction (AISC) International Conference
of Building Officials (UBC), American Iron and �teel Institute (AISI), the
Metal B&ui'lding Manufacturers Association (MBMA) and their publications. **
0
F= FR PkME FREPA -r i C31%4 E3
By PJR Sheet A-
Date 11-27-1996 Cust TOM VANELLA Job # 16473
D L+ L L D L+ W L
1. 9 k 1. 9 k
FI"
7_k d 1. 9 k
.
6. 1 k 6. 1 k 2T 6.5 k .8 k
ANCHOR BOLTS
(2) 3/4 in. dia. x 16 in. long, ASTM A361 3 in. hook
with Bearing Angle L 3 x 3 x 3/16 x 6 in., ASTM A36.
a
By PXP
Date 11-27-1996 Cust TOM VANELLA
Sheet EZ
Job # 16473
i
E3 EET I I%JC I3ES Y GIV
By PJP Sheet C_
Date 11-27-1996 Cust TOM VANELLA Job # 16473
WALL PANELS
Span = 7. 33 ft
Actual WL = 22.24 psf
** USE: .26 Ga Standard R.panel #*
Allowable 'WL = 17.5 x 1.33.= 23.28 psf. ISee chart 'C') >OK<
.may,
; •- SHEE,-Y' I h1C
IDES I Ohl , •
By PJP
Sheet
C--;-
=Date
Date11-27-1996
Cust TOM
VANELLA
Job # 16473
�--X--x-
#
--------------
--------------36
36net coverage -------------
-----
12----->
<--=--12-----> <-----
12-----.>
HEIGHT
BASE
WIDTH
TOP WIDTH
HIGH
RIB:
1-1/4
3-5/64
1
LOW
RIB:
3/16
1-3/8
3/4
Steel
Thichness
gage:
'26 gga.
Ixx
0.0423
in^4 F�+
80 ksi'
.0198 in.
Eff
Sxx :•0.0408
in^3 F b
30 ksi
ALLOWABL-E
UN.I FO RM LOAD
C P S F=' )
Span
(Ft.)
1
Bending
Span
Dflc.L/180
3
Bending
Span
4 Sean.
Dflc.L/180
Bending Dflc.L/180
1.50
362.7
1076.9
453.3
2032.3
423.3
2157.3
1.75
.266.4
678.2
333.1
1385.5
311.0
1385.5
2.00
204.0
454.3
255.0
857.4
238.1
910.1
2.25
161.2
319.1
201.5
602.2
188.1
639.2
2.50
130.6
232.6
163.2
439.0
154.2
466.0
2.75
107.9
.174.8
134.9
329.8
125.9
350.1
3.00
90.7
134.6
113.3
254.0
105.8
269.7
3'25'-''
77.3:
'105.9'
.96.6
199.8 •
90.2
212.1
3.50
66.6
.84.8
83.3
160.0
77.7
169.8
3.75
58.0
68.9
72.5
130.1
67.7
138.1
4.00
51.0
56.8
63.7
107.2
59.5
113.8
4.25
45.2
47.3
56.5
89.3
52.7
94.8
4.50:
40.3
39.9
50.4
75.3
47.0
79.9
4.75
36.2
33.9
45.2
64.0
42.2
67.9
5.00''
-32.6
29.1
a 40.8
54.9
38.1
58.2
5.25
29.6
25.1
37.0
47.4
34.6
50.3
5.50
27.0
21.8
33.7
41.2
31.5
43.8
5.75,
24.7
19.1
30.9
36.1
28.8
38.3
6.00
22.7
16.8
28.3
31..8
26.5
33.7
6.25
20.9
14.9.
26.1
28.1
24.4
29.8
6: 51V
'19i 3,
. 13.2
24..1.
25.0
22.5
26.5
6.75
.
17.9.' ..
11.8
22.4`
22.3
20.9
23.7
7.00
16. T
10.6'
20.8
20.0
19.4
21.2
7.25
15.5
9.5
19.4
18.0
18.1
19.1
7.50
14.5
8.6
18.1
16.3
16.9
17.3
7.75
13.6 ,
7.8
17.0
14.7
15.9
15.6
8.00
12.71
7.1
15.9
13.4
14.9
14.2
The
above
values may be
increased
by 33.33% for
wind load
E3 C7)hJD1=� RNe F:* F2AM I MC3 L7ES I C3 P4
By PJP Sheet D_ f
Date 11-27-1996 Cust TOM VANELLA Job # 16473
PURLIN DESIGN
Span = 20 ft. Tributary width = 5 ft. Fy = 50 ksi
Act,aal w(dl + 11) = 5 x ( 1.6 + 20.) = 108 lb/ft
** USE: 8.5 in. 'Z9 16 Ga Simple Span at 5 Ft o. c. max ***
Allowable w(dl + 11) = 109 lb/ft (chart 'D') )OK(
CHECK UPLIFT ON PURLINS
Net uplift = 22.2384 - 1.6 =. 20.64 psf
Endbay moment = .125 x 20.64 x 5 x 19.17 ^2 = 4738 lb -ft
Bending stress = 4738 x 12 / 2.18 /.1.33 = 19563 psi
** USE: ( 1 ) 1 x 1 x 16 Ga SAG ANGLES in endbay **
REF: AISI Chart V -3.3(B)
Factor = SUR(( 9.58 x 12)''2 x 2.18 /(1.75 x 8.5 x .765 ) ) = 50
Interior bay moment = .125 x 20.64 x 5 x 19.75 '`2 = 5031 lb -ft
Bending stress =,5031 x 12 / 2.18 / 1.33 20771 psi
*** USE: ( 1 ) 1 x 1 x 16 Ga SAG ANGLES in interior bays ***
REF: AISI Chart V -3.3(B)
Factor = SUR(( 9.88 x 12)-"2 x 2.18 /(1.75 x 8.5 x .765 ) ) = 51
t
` E3 C) P4 ID d=k R Ne F R 6=1 M I P! G
L7 E E3 I Ca P4
:-
BY''PJPSheet
D-y
Date 11-27=1996
Cust TOM VANELLA
Job_# 16473
EAVE STRUT DESIGN
SPAN = 20 ft.
Tributary width = 2.14
ft.
Actual. w.(dl + 11)
= 2.14 (. 2.73 + 20 ) =
48..63
lb/ft
*# USE: .8.5 in x
8.5 in x 16 Ga simple span
Eave
Strut #**
Allowable _„w(dl.+
11) =-(20,000 * 2.47 /-20
^2) =
123.5 lb/ft )OK<
t
c3E:C--MNnA RV F RAM I N 3 I3ES I C3N
By RJA Sheet
Date'ii-27-1996 Cust TOM VANELLA Job # 16473
GIRT DESIGN
Eave Ht. = 16 ft.
Wind Load =
2E.24 psf
ELEVATION
Trib Width
S an
12.33 ft.
4.34 ft.
20. �0 ft.
**** USE:
8.5
in "Z' x 16
Ga.
GIRTS
** *
Actual
w(wl)
= 96.40
lb/ft
Allowable
w(wl)
= 109.00 x
1.33
= 144.97
lb/ft )OK(
Trib Width
Sppan
7.33 ft.
6.16 ft.
L.¢�0 ft,
* USE:
8.5
in "Z" x 16
Ga.
GIRTS***#
Actual
w(wl)
= 137.08..1b/ft
Allowable
w(wl)
=- 109.00 x
1.33
= 144.97
lb/ft .')OK(
*** See Chart ' D' ***
SECaPVDf=!1R'Y F•RI=kM I QVG DES I GN
8y PJP Sheet D- _
Date 11-27-1996 Cust TOM VANELLA Job # 16473
-X X --X- EHA RT -
SECTION PROPERTIES Fy = 50 ksi Fb = 30 ksi
Member
Size
Lbs/
Ft
Area
in^2
Sxx
in^3
Syyy
in^3
Rxx
in.
Ryy
in.
Q
Purlins
8.5x2.75x16 ga ' Z'
3.01
0.89
2.18
0.43
3.30
1.23
.60
and -
8.5x2.75xl4 ga ' Z'
3..76
1,.1.1
2.83
0.55
3.30
1.24
.67
Girts
8..5x2.75xi6 ga 'C'
3.01
0.89
2.18
0.38
3.30
1.01
.60
16
14
8.5x2.75xl4 ga 'C'
3.76
1.11
2.83
0.47
3.30
1.01
.67
Eave
8.5x2.75x16 ga
3.78
1.11
2.47
2.47
3.50[154.Struts
8.5x2.75xl4 ga
4.72
1.39
2.98'
2.98
3.501..55
141
.79
CONTINUOUS PURL:IN DESIGN SIMPLE SPAN DESIGN
No.
Bays
Live
Load
psf
Bay
Sppace
Ft.
End
Bay
Gage
Int
Bay
Gage
•Laps -
Ft./Ft.
Allow'
Lbs/
Ft.
Bay
Sppace
Ft.
Gage
Allow
Lbs/
Ft.
20
20
25
30
16
16
14
0
0
0
0.00/0.00
2.67/2.67
4.00/4.00
109
107
111
18
16
14
135
175
19
16
14
121
157
2
25
20
25
16
14
0
0
2.00/2.00
2.67/2.67
171
156
20
16
109
30
14
0
4.00/4.00
111
14
141
20.
16 i
0
2.00/2.00
171
21
16
14
99
128
30
25
30
14
14
0
0
2.67/2.67
4.00/4.00
156
111
20
20
25
30
16
16
14
16
16
16
0.00/0.00
2.67/2.67
4.00/2.67
109
117
108
22
16
14
90
117
23
16
14
82
107
.
3
25
20
25
16
14
16
16
0.96/0.96
2.67/2.00
168
150
24
16
76
30
14
16
4.00/2.67
108
14
.98
20
16
16
0.96/0.96
168
25
16
14
70
91
s
30
25
30
14•
.14
16
16
4.00/2.67.
4.00/2.67
158
108
20
20
25
30
16
16
14
16
16
16
0.00/0.00
2.67/2.00
4.00/2.67
109
119
109
26
16
14
64
84
27
16
14
60
78
4
25
20
25
16
14
16
16
0.96/0.96
2.67/2.00.
156
138
28
16
56
30 .
14
16
4.00/2.67
109'
14
72
20
16
16
0.96/0.96
156
29
16
14
52
67
30
25
30
14
14
16
16
-4.00/2.67
4..00/2.67
165
109
30
16
48
14
63
EINJ13W6'=kL-L- F= Fri=kM a P4C3 nEEE3 z Cana
By PJP Sheet EE—
Date 11-27-1996 Cust TOM VANELLA Job # 16473
RAKE BEAM DESIGN
Span = 13.33 ft Trib width = 10.00 ft dl = 2.60 psf 11 = 20.00 psf
*** USE: 10 x 5.5 x 14 Ga ' Z' Sxx = 4.35 -in. -3
Actual w(dl+ll) = 10 ft x ( 2.6 psf + 20 psf) = 226.00 lb/ft
Allowable w(dl+ll) _ (See Chart 'E') = 489.62 lb/ft
CORNER POST DESIGN
Length = 14.88 ft Trib width = 10.00 ft
*** USE:B. 5 x 8.5 x 16 Ga ' G' Sxx = 4. 91 in -`3
Actual w(wl) = 10 ft x 14.8256 psf = 148.26 lb/ft
Allowable w(wl) 443.51 x 1.33 = 589.87 lb/ft
(See Chart ' E' )
END POST DESIGN
Length = 17.50 ft Trib width = 13.33 ft
* USE : 8. 5 x 2.75 x 14 Ga 'C' Sxx = 2.83 i n `3
Actual w (wl) _ . 13. 33 ft x 14.8256 psf 197.63 lb/ft
Allowable w(wl) = 184.82 x 1.33 = 245.81 lb/ft
(See Chart ' E' )
EAS• nWd=41 I ERI=IM I "M L?ES I MM
By P'JF' Sheet E-
Date ll -27-1996 Cust TOM VANELLA Job # 16473
_K_ mw CHI=bRT 9 E _X_ _X -_-
Light Gage Coldformed Shapes: Fy = 50 ksi ,• Fb = 30 ksi
(3) Three Folate Built-up Shapes:
depth
flg size
Size
Wt/ft
Area
Sxx
Wt/ft..
Area
-Sxx
Syy
Rxx
Ryy
a
8.5
x
2.75
x
16
ga
IV
3.00
0.87
2.18
0.38
3.30
1.01
.60
8.5
x
2.75
x'
14
ga
I V
3.76-
1.08
2.83
0.47
3.30
1.01
.67
8.5
x
2.75
x
16
ga
' 1 t'
6.00
1.74
4.36
0.88
3.30
1.25
.60
8.5
x
2.75
x
14
ga
' ] V
7.34
2.16
5.66
1. 19
3.30 .
1.26
.67
10
x
5.5
x
14
ga
' Z'
5.06
. 1.49
4.35
1.15
3.93
1.63
.62
10
x
5.5
x
12
ga
' Z'
7.10
2.09
5.72
1.61
3..91
1. *63
.71
. 8. 5
x
8.5
x
16
ga
' G'
4.89
1.44
.3.34
3.34
3.19
3.19
.60
(3) Three Folate Built-up Shapes:
depth
flg size
web
Wt/ft
Area
Sxx
Syy
Rxx
Ryy
Rt
8.5
5 x 3/16
10 ga
10.08
2.97
9.04
1.56
3.60
1..15
1.33
8.5
5,x 1/4
10 ga
12.14
3.58
11.36
2.08
3.67
1.21.
1.36
8.5
6 x 1/4
10 ga
13.84
4.08
13.36
3.00
3.73
1..49
1.64
8.5
8 x 1/4
10 ga
17.24
5.08
1.7.36
5.33
3.81
2.05
2.22
NOTE: Rake beams and'end posts are designed as simple span.
End post .anchorage (2) 3/4 dia. anchor bolts.
Formulae for Allowable :Load Determination:
M= w x L^2 ,L '8 'then' w 8 x' M "/ L^2' = 8 x (Fb x S) / L^2
Allowable w (8 x 30000 x S/ 12) / L^2 20,000 x S/ L^2
CBC Steel Buildings Job 16473 Seq 1/5527 Date 11/27/96 11:18 Page F- 1
MBP Computer System - Rigid Frame Design, Copyright by ISE, Inc., 1991
F R A M E D E S C R I P T I O N
MBP Data File Name: 16473.MBP
Run Title: RIGID FRAME AT LINES 2 AND 3
Customer: TOM VANELLA
MBP File Creatn Date: 11/27/96 11:14:53
Analysis / Desg Date: 11/27/96 11:17:26
Prepared by
:
PJP
Frame Type
:
CLEAR SPAN
Bldg Width
(ft) :
40.000
Eave Height
(ft) :'16.000
Horizontal
Roof Pitch
(in/ft) :
2.000
Bay Spacing
(ft) :
20.000
Live Load
(psf) :
12.000
Dead Load
(psf) :
2.000
Wind Speed
(mph) :
80.000
EXPOSURE '
:
C
Num of Nodes: 5
Num of Supports: 4
Num of Members: 4
Num of Member Types: 2
Num of Segs per Mem: 8
Num of Load Cases: 5
Num of Load Combs: 3
Node Coordinates
Node i 2 3 4 5
X -Coordinate (ft) .9999 1.300 20.000 38.700 39.000
Y -Coordinate (ft) .0000 14.992 18.108 14.992 .0000
Support Locations
Support
1
2
3
4
At Node
1
1
5
5
Direction
Horizontal
Vertical
Horizontal
Vertical
Member Data
Member
1
2
3
4
Node at the Start
1
2
4
5
Node at the End
2
3
3
4
Length of the Member (ft)
14..995
18.958
18.958'
14.995
Member Kind
BU/TD/EF/0
BU/TD/EF/0
BU/TD/EF/Op
BU/TD/EF/Op
Normal/Opp State
Normal
Normal
Opposite
Opposite
End -Release Code
00
00
00
00
Yield Stress Fyy (ksi)
50.000
50.000
50.000
50.000
Modulus of Elast, E (ksi)
29000.000
29000.000
29000.000
29000.000
CBC.Steel Buildings" Job 16473
Seq 1/5527
Date"11/27/96
11:18
r L O A D. I
N G
LOAD CASES
1 e
SELF WEIGHT
2
Dead Load
3
Live Load
4 e
Wind Load
5
WIND LOAD
CASE 2
LOAD COMBINATIONS
1 :
DL + LL
—2 :
DL + WL
—3 :
DL + WL CASE 2
LOAD COMBINATION
COMPOSITIONS (PERCENTS)
Load .Case
1 Load Case 2
Load Case
3 Load Case 4
Load Case 5
1
100.000
100.000
100.000_
—2
100.000
100.000
100.000
—3
100.000
100.000
100.000
A negative sign
in front of the load combination
number indicates
wind
or seismic
loading (allowable
stresses may
be increased 1/3).
SELF WEIGHT loads
are calculated by the program.'-
rogram.."Load
Case 2 ------------->
Load-Case
:Member 2
Member 3
UNIF L
Magni
(kip/ft):
=..03946
—.03946
From
(ft) . "
—1.318
—1.318
To
(ft)
18.958
18.958
Eccen
(ft)
.0000
.0000
Angle
(degr)
VER
VER
Load "Case 3 ------------->
Member 2
Member 3
UNIF 'L
Magni
(kip/ft):
—.2367
—.2367
t.
From
(ft)
—1.318
—1.318
. To
(ft)
18.958
18.958
Eccen
(ft)
.0000
.0000
Angle
(degr).
VER
VER
Load Case.4------------ -------------->------------->
Member 1
Member 2
Member 3
Member 4
UNIF L
Magni
(kip/ft):
—.2960
.3330
2590
.1850
From
(ft)
.0000
—1.116
—1.116
.0000
To
(ft)
16.003
18.958
18.958-..
16.003
Eccen
(ft)..0000.
�.
.0000
.0000
.0000
Angle
(degr)"
POU
"' POU
POU
POU .
Load Case 5 -------------) -------------> -------------)
Member 1
Member. 2
Member 3
Member 4
UNIF L
Magni
(kip/ft):
.2959
—.1110
2590
.1850
From
(ft)
.0000
—1.116
—1.116
.0000
To
(ft)
16.003
19.160
19.160
16.003
Eccen
(ft)
1. 160
1.:208
1.208
1.160
Angle
(degr)
HDR
POU
POU
HOR
Page F— 2
a
CBC Steel Buildings
Job 16473
Seq 1/5527 Date
11/27/96 11:18 page F- 3
4
Comb Stress Ratio
.7645
R E S U L T S.
.6692
Support
Reactions
kips for horizontal
and vertical
supports
6.000
--------
kip -ft for
rotational supports
5.000
DL + LL
Station (ft)
11. 246
.5000
.5000
Sup:
1
2
3
4
AtNode:
1
1
5
5
Direc:
Horizontal
Vertical
Horizontal
Vertical
Reac:
1.841
6.059
-1.841
6.059
DL ,+ WL
Sup:
1
2
3
4
AtNode:
1
1
5
5
Direc:
Horizontal
Vertical
Horizontal
Vertical
Reac:
-5.641
-6.499
-1.813
-2.706
DL + WL
CASE 2
Sup:
1
2
3
4
AtNode:
1
1
5
5
Direc:
Horizontal
Vertical
Horizontal
Vertical
Reac:
-5.017
-.4723
-3.912
.02964
Highest Combined Stress Ratios
------------------------------
Member
1
2
3
4
Comb Stress Ratio
.7645
.8264
.6692
.5769
Final Lat Sup Sp Top (ft)
6.000
5.000
5.000
6.000
Final Lat Sup Sp Bot (ft)
6.000
5.000
5.000
6.000
Station (ft)
11. 246
.5000
.5000
13.120
Load Comb
2
2
3
.3
Highest Shear Stress Ratios
---------------------------
Member
Shear Stress Ratio
Station (ft)
Load Comb
Final Sections
Member Type
Final Flange Width (in)
Final Flange Thick (in)
Final Web Thickness (in)
Final Depth at Start (in)
Final Depth at End (in)
Length of .the Member (ft)
Weight of the Member (lbs)
Weight of the Frame (lbs)
1
.2195
.0000
2
Member 1
5
1/4
10 Ga
6.999
14.194
14.995
197.194
: 917.359
2
.2711
.5000
1
Member 2
2
5
1/4
10 Ga
12.000
12.000
18.958
261.466
3
.2711
.5000
1
Member 3
-2
1/4
10 Ga
12.000
12.000
18.958
261.486
4
. 1558
.0000
3
Member 4
-1
5
1/4
10 Ga
6.999
14.194
14.995
197.194
0
n
Fy
------------------------------------------7--------7--------------------------
MBP System - COnnection Processor, Version 1.2 (4/91)
MBG file name: 16473.MBP
Customer: TOM VANELLA
Run title: RIGID FRAME AT LINES 2 AND 3
Frame analyzed/designed: 11/27/96 11:17:26
This report created: 11/27/96 11:17:33
C O N N E C T I O N D E F I N I T I O N S
-------------------------------------------
CONNECTION 1
On member 1, At 14.584 ft, Angle: HOR
Min In -Plane Dim: 14.000 in, Min Transversal Dim: 5.000 in
CONNECTION 2
On member `, At 18.958 ft, Angle: VER
Min In—Plane Dim: 12.166 in, Min Transversal Dim: 5.000 in
CONNECTION 3
On member 4, At 14.584 ft, Angle: HOR
Min In—Plane Dim: 13.998 in, Min Transversal Dim:. 5.000 in
-F 0 R C E S
----------=------------------------------
A T C O N
N E C T I
O N S
"LIST ' OF� `'LOAD'
:COMB I NAT.I`ONS
"
1 DL +
LL
-2 :,DL +
WL
-3 : DL +
WL CASE 2
CONNECTION
1
Load
Axial
Shear
Bending
Comb
Force
Force
Moment
(kips)
.(kips)
(kip -ft)
1.
75.867
-1.841
-25.098
-2
6. 691
1.324
48.754
-3
.664
.701
41.532
CONNECTION
2
Load.
Axial
Shear
Bending
Comb,
Force
Force
Moment
(kips)
(kips)
(kip -ft)
1
1.841
.000
. 19. 624
-2
2.003
-1.164
-16.286
-3
-.085
-3.'929
-2.415
CONNECTION
3
Load
Axial
Shear
Bendin
Comb
Force
Force
Momen
(kips)
(kips)
(kip -ft)
1
-5-867 a
-1.841-
-25.098
-2
2. 898
.885
-7.522
-3
.162
-1.215
-37.407
F6
R 113 1,D F RFI ME: 0(ZIP4 P4 FE 0-r i C:) P4
By PJP
Date 11-27-1996 Cust TOM VANELLA
USE : 3/4 in. ASTM (A325—N) High Strength Bolts
I3ES 11 CIV
Sheet F—
Job # 16473
KNEE CONNECTION
Plate size: 6 x .5 x 18 in. ( 50 ksi)
Allow bolt tension w/ stiffener = 14.370 k/bolt
Allow bolt tension w/o stiffener = 7.185 k/bolt
Actual Dead + Wind moment = 38.00 k—ft (Outside bolts in tension)
Allow Dead + Wind moment = 89.19 k—ft w/ 2 rows of bolts w/ 0 stiff
1 row of bolts outside flange
Actual Dead + Wind moment = 49.00 k—ft (Inside bolts in tension)
Allow Dead + Wind moment = 52.56 k—ft w/ E rows of bolts w/ 0 stiff
RAFTER RIDGE CONNECTION
Plate size: 6 x .5 x 16 in. ( 50 ksi)
Allow bolt tension w/ stiffener = 14.370 k/bolt
Allow bolt tension w/o stiffener = 7.185 k/bolt
Actual Dead + Wind moment = 17.00 k—ft (Upper bolts in tension)
Allow Dead + Wind moment = 31.85 k—ft w/ 1 rows of bolts w/ 0 stiff
Actual Dead +Live moment = 20.00 k—ft (Lower bolts in tension)
Allow Dead + Live moment = 57.48 k—ft w/ 2 rows of bolts w/ 0 stiff
1 row of bolts below flange
COLUMN BASE PLATE
Vertical load = 6.10 kips
Column flg width = 5.00 in.
** USE: BASE PLATE 8 x .375 x 8 in. ( 50 ksi)
Min Req'd Thk 2 x SOR C 6.1 / ( 8 x 8 x .25 x 50 ) 1 _ .175 in
U(3,N0 2 TU0 I •JAL_ EN R6aC 1 Mia,
y Sheet G_
Date 11-27-1996 Cast TOM VANELLA Job # 16473
BLDG DATA
Bldg width = 40.00 ft Bldg. length = 60.00.ft Pay space = 20.00 ft
Eave height = 16.000 ft Ave EW height = 8.833 ft
LOADS
Wind .Pressure = 24.09 psf-
Wind Load = 24.09 ( 40. 00 * x 8.833 ) / 1000 = 8.51 kips
Seismic Zone = 3 Importance Factor = 1.00
W = (. 3. ) x ( 40 x 60 ) + ( 6 ) x ( 40 x 8. 833 ) = 9320 lbs
ZIC 3Rw
Seismic Load = C x x W J/ 1000
L Rw 8 J
C 0. 103 x 3 x 9320-3 / 1000 = 2.88 kips.
SIDEWALL BRACING
USE ( 2 ) X -braces 3/8 in dia EXTRA HIGH STRENGTH CABLE(ASTM A475)
see s ee -
COS 0 ='20 / SQR ( 20^2 + 16''2 ) = 0.781
Wind Load / X -braces
Maxtension �wi-nd =
COS 0
_ (
8.51 / 2 ) / 0.781 = 5.-45 kips
Cable strength ----------------- ----> = 15.40 kips )OK(.
Seismic Load / X -braces
Max tension seismic
COS 0
2 ) / 0. 781 1. 85 k i ps
Cable strength -------------------------> 15.40 kips >OK(
I
4
I
BUTTE
COUNTY
OCT 2 9 2008
PLANS FOR ORIGINAL AG BUILDING DELzvor' �Nr
sE''E
PERMIT NUMBER 96-114
AP # 038-170-120
PLEASE RETURN TO APPLICANT WHEN
PERMIT IS READY FOR ISSUANCE.
BUILDING DIVISION.
COUNTY OF BUTTE - DEPARTMENt OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541
AGRICULTURAL BUILDING EXEMPTION PERMIT
PERMIT NO. %
Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm
implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human
habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a
place used by the public.
ASS5,S' P RCEL OD ^ /�
Q+�
ZONING
OWN (9 in ' a -,n e
PHO J�IO! S-t�00
OWN _ RESS nE'Q U , 411( �V!
LOCATIO OF LUILDING
urns- r
USE OSBUILDING
r✓� C ` M ral
SIZE OF STRUCTU E
' X �C� ' y4 SO. FT.
TYPE OF CONSTRUCTION:
WOOD FRAME —,k-- STEEL CONCRETE OTHER (Specify)
TYPE OING
S0 0Ct
ROOF CO RING
-t
FLOOR E
n r f e�
ESTIMATED COST OF CONSTRUCTION
$ /5; on
AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances
as follows: N41 1, ,
FRONT J SIDES S REAR Z5
AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields.
AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a
mobilehome, and 23 feet from a commercial building.
AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a
mobilehome, and 40 feet from a commercial building.
AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation
USGS Datum.
I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the
AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and
obtain any necessary permits, inspections; and approvals to comply with the requirements in ect at that time and before
occupancy.
Date �f / ��' C/ 3 Signature of Owner
Permit Fee - $60.00� The above described AG Building is exempt Vo a binding permit.
/�' FLOO PAR L VHOOF G ISIUpl
Receipt No.
Manager Building Divisi n
By— Date 1112 219,3
White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant
�'�='''}.+H''St�.rl�'it^�v�r.��',"`j-,,,(�"pA�� �S._' t F h(Sri-*s•^Qt`'.,„K:"r�- �,`+:�4 �i�:��.1. r,t
COUNTYOF BUTTE - DEPARTMENT OF DEVELOPMrzNTSERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541
Ilk
PERMIT APPLICATION DATA SHEET
! r ,
,OWNER P A. P. No. �f 0, "7pb'�l�
Proposed Building Use Building Inspector Date
At time of p mit application, I was advised the followi g data must be submitted prior to permit processing and/or issuance:
DATE RECEIVED BY
1. All items have,been submitted . ........................................
2. Plot plans, 3/4 sets, signed by preparer of plans . ..........................
3, Complete plans, 3/4 sets, signed by preparer of plans . ......................
.4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . .............
5. Hazardous Material Form . ........................................... .
6. Energy Design Compliance and supporting documentation . ..................
7. Statement of Intent for Non -Heated and A/C Buildings . ......................
8. Engineered truss details and layout in duplicate (required prior to plan check). ... .
9. Mobilehome data and manufacturer's installation instructions, 2 sets. ...........
10. Fees of $....................................... .
11. Impact fees as shown on attached schedule. .................
12. California Department of Forestry plan approval/fees.
13. Flood elevation letter (100 year flood) by California Engineer........... ......
14. Sanitation and plot plan approval Health Department. ........
15. City of Chico plumbing permit . .................................. .... .
16. Plot plan and business license approval from City of Biggs/Gridley.
17. Planning approval for (A) Use: (B) Parking: . ........
18. Contact Land Development.about (A) Improvements (B) Drainage. ............
19. Driveway permit (construction approval required prior to occupancy). .. .. .. .
•Pre4nspedionrequest--
20. Pre -inspection for required. . to Bu id.n9 Inspector (Date)
21. Contractor's license information. (No., Name Style, Classification). .............. .
22. Certificate of Workmans Compensation Insurance . ..........................
23. Owner -Builder Verification (Given to owner , Mail to owner _). ........
24. Recorded copy of Agricultural Acknowledgement Statement . ...................
25. Letter of signature authorization . ........................................
26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... .
27. Letter of intent on building use . .........................................
28. Mobilehome utility clearance . .................
29. Documentation of legal access . ....................................... .
30. Documentation of 50% subdivision developed or (A) Road improvements completed
and (B) Parcel meets zoning area and frontage requirements . ...............
31. Existing violations/expired permits . ......................................
32. Plan check list . .....................................................
33.
.34.
When you issue the permit, process as follows: Mail to owner. Mail to contractor.
Telephone and hold for pickup at office. Deliver with inspector.
Other
Parcel Creation
Acreage Applicant Date
Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date
Copy of plans sent Health Dept. Fire Dept. Other Date By
The following data must be submitted prior to permit issuance: (Circle new item not checked above).
1. Index permit for above items No.
2. Additional items required:
Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by, Date
Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date
Plans checked by Date Plans approved by Date
Sets of plans on hold in File cabinet AP folder
Copy - Department of Public Works "
I BUILDING DIVISION
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541
AGRICULTURAL BUILDING EXEMPTION PERMIT
f�- ERMIT NO.
Agricuftural building is defined as follows: Agricultural building is a structure designe nd constructed to house farm
implements, hay, grain, poultry, livestock, or other horticultural products. This stpdure shall not be a place of human
habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a
place used by the public.
ASSESSOR PARCEL NO. 639-17'0—
3p`''0— 1v9 -^D
ZONING
OWNER h
PHONE NO.
OWNER'S ADD ESS
f5
LOCATION OF BUILDING S"72-60 7260
USE OF BUILDING fiWa
SIZE OF STRUCTURE
' XSO. FT.
TYPE OF CONSTRUCTION:
WOOD FRAME STEEL CONCRETE OTHER (Specify)
TYPE OF SIDING 5 nee-
ROOF COVERING
FLOOR TYPE
ESTIMATED COST F CONSTRUCTION
$
AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County
Ordinances as follows: f I -
FRONT ! Jr 44 y SIDES �
�` � 'l REAR � � /�'��'✓
AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields.
AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a
mobilehome, and 23 feet from a commercial building.
AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a
mobilehome, and 40 feet from a commercial building.
AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation
USGS Datum.
I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the
AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and
obtain any necessary permits, inspections, and approvals to comply with the requiremen ' in eff at that time and before
occupancy.
Date — �—
Signature of Owner.
Permit Fee - $60.00 The above described AG Building is exempt from a building permit.
Receipt No.,20e t(7.
FLOOD PARC P.D. ROOFI ISSV_J
Manager Buildi�gDivisi�
By Date 2 7
White — DPW, Yellow — Assessor, Pink - B. I., Goldenrod — Applicant
1
I
a -PERMIT NO. 208-80P,E
• '
,. � ' C _ 1 � ^ • Ili
PERMIT EXPIRES
OWNER Walter Ford
CONTR. ownar
}
I LOCATION (A.P. 38-17-12 )
Pri.dr.,app.500'E.of Durham Nelson Rd.,app.
{ 2400'S.of Hanlon Rd., Durham
T�Gl2MCI- _F;M1 11AKII-010 Or
w
�s
i
Temp. Power Pole
Call d PG&E
PElec. Serv.
ailed PG&E
Called PG&E
JOB
-Jf FINALED
• (Sign re)'
9. Electrical
A. Is service large enough to provide adequate amperage -to mobile1iome'(must equal rating of
mobilehome with a minimum of lnA amp) and other facilities on lot, i.e., water pumps,
garage, cabana, etc.? Yes_
B. Is there proper clearances around panels? Yes
C. Is power supply cord or feeder assembly properly fused? Yes_ No_
D. Is continuity test satisfactory as per the following procedure? Yes_h�t_�O
1. De -energize electrical wiring system of the mobilehome at the pedestal.
2. Make sure that the power supply cord or feeder assembly conductors, including neutral
conductor, have been disconnected.
3. Switch all breakers and switches in the mobilehome to the "on" position.
4. Connect one lead of a test instrument to the mobilehome grounding conductor and
apply the other lead to each mobilehome supply conductor, including neutral.
5. All non-current, carrying metal parts of the mobilehome (aluminum siding, gas line,
water line), including fixtures and appliances, shall be tested for continuity from
such equipment and the grounding conductor.
6. Upon completion of the above procedure, the power supply cord or feeder assembly
conductors shall be connected to the site service equipment. A further continuity
test shall then be made between the grounding electrode and the chassis of the
mobilehome. Upon satisfactory completion of theelectrical tests, the lot or site
service equipment may be approved for energizing,
10. Is job card signed by Health.Department for water and sanitation?
11. If everything okay, sign off card and tag services.
MOBILEHOME DATA
Manufacturer and/or Namestyle
Length Width
Vehicle Serial No.
State Identification No. 4!6r
Additional Information or Comments:
.
MOBILEHOME INSTALLATION INSPECTION CHECK LIST
1. Is the mobilehome located wit required separation from lot lines and buildings and generally
conform to plot plan? Yes_ No
2. Does the mobilehome have required clearances above ground? (Sec.5085) Yes ego
3. Are footings and supports properly sized, spaced, and braced as per approved plans? (Note
possible variation at spring shackles.) (Sec. 5082.& 5083) YesL.:�4o
4. Is the mobilehome level? (Sec. 5088) YesZNo_
5. If morean a single unit, are crossover connections properly installed? (Sec. 5088)
YesI0�
6. Water
A. Is flexe connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566)
Yes_✓No_
B. Test - Does water piping withstand working pressure or 50 lbs. air test? Yes io
Backflow - If coach is not State of California approved, does station have backflow device
d ressure-relief valve? Yes No
7. Wastes and Drains W" -
A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes ✓ No
B. Does it have minimum 4" per foot slope and is it properly supported? Yes
C. Are any leaks detected in drainage system after running 3 -gallons of water through each
fixture including washing machine standpipe? Yes No__
If coach is not State of California approved, does station have required trap and vent?
No �/ r
8. Gas Pi ' and Gas Vents ANE,
A. Connect - Is mobilehome connec to the gas supply with an approved 3/4" minimum
mobilehome co ctor not mo an 6 ft. long? Note: All piping is to be at least as
large as the mobs me s line inlet without reductions other than the mobilehome
connector. Yes /
B. Test OK as p following proce s ✓ No_
1. Openappliance connector valves.
2. Shut off appliance burner and pilot valves.
3. Air test with manometer to 10"-14" water column, or test with slope gauge (minimum
6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for 10 min. without
drop.
4. Connect gas meter to mobilehome with connector, turn on gas, test connections with
soapy eater.
C. Are all appliance vents properly installed? Yes_ No
Mesh / &- I/ MECHANICAL elf: I Grd. FAILPM.
Pole
ish
Poor Closer 39anal Nf Anal
MOBILEHOME UTIL TIE ------------------ Elec_ Service
Water Piping Sewer ,rGao•aii*iwg—
RMBILEI-12ME 114STAL4AIMN - - - - - - - - - - - - - - SupportElec. Continuity G O
77 77
Water Piping 41101-1501-21-- Drainage _V/01 ljl y iww
DATE RFUARKS OR CORRECTIONS
;1�40fk, 0&
,tQ.P� G�ae GJ�
ae
tier
(NOTE: An entry must be made on this form each time you visit the job site.)
COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS '
BUILDING INSPECTION RECORD
r
BUILDING BUILDING (Cont'd)
PLUMBING
S back
ewall
1 PipingI
For
Pa ets
1 t Floor
Ma Bldg.
Res om Finish
2n Floor
F tins
Windo s
3rd Xloor
Ste wall
Siding
To out
Slab
Roof Sh_eXthing
Water PipNpg
Piers
Roofing
Sewer
Garage
- Fdn. Vents
Fixtures
Footings
Stemwall
Garage Vents
Insulation
Water Htr.
Heaters
' Slab
Carport
Footings
r physic Y"ht
handica
Conformancdde of ex.
V structure
A liances -,
Appliances
Gas Piping &Test.
Temp. Gas
Slab
A Final
Sanitation
Patio
F LACE
Final
Footin s
Footing
ECTR AL
Masonry Walls
A Throat
Rough -
Reinf. Steel
Final
Fixtures
Bond Beam
AjEESPRINKL&S
Motors
Framing
e` I Test
Water Htr
Mesh / &- I/ MECHANICAL elf: I Grd. FAILPM.
Pole
ish
Poor Closer 39anal Nf Anal
MOBILEHOME UTIL TIE ------------------ Elec_ Service
Water Piping Sewer ,rGao•aii*iwg—
RMBILEI-12ME 114STAL4AIMN - - - - - - - - - - - - - - SupportElec. Continuity G O
77 77
Water Piping 41101-1501-21-- Drainage _V/01 ljl y iww
DATE RFUARKS OR CORRECTIONS
;1�40fk, 0&
,tQ.P� G�ae GJ�
ae
tier
(NOTE: An entry must be made on this form each time you visit the job site.)
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE
OROVILLE, CALIF. - 534-4541
CERTIFICATE OF OCCUPANCY
This mobilehome has been installed in accordance with the requirements
of the California Administrative Code, Title 25, Chapter 51 under permit
number -' for the following location: ---
Owner
%Owner
Owner's Address��
Mobilehome Mfg. Model Year
Insignia No. L Serial No.
It is hereby certified for occupancy at the above described location and
may be occupied.
Director of Public Works
Date By
THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED
White - Owner, Yellow - Installer, Pink - D.P.W.
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
695. Oleander Avenue; Chico — Phone 343-4211, Ext. 70
7 County Center Drive, Oroville — Phone 534-4541
Skyway and Elliott Road, Paradise — Phone 877-3435
CORRECTION NOTICE
".
BUILDING OR PR6PERTY AISDRESS
A routine Inspection Indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter, or need additional explanation, please contact this office immediately.
/l�s9dr.�
r �
Inspector Date b
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 County Center Drive — Orgville, California 95965 /`� '/^�
Telephone: 534-4541 O I / UX
APPLICATION AND PERMIT
authorize representativesof the county of Butte to enter upon the
above-mentioned property for in ion purposes.
X Date
ature of Permi or Agent _
33%LWReceipt No. 3:3:3-?2—
White-D.P.W.
hite-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
abov r which fees have been paid.
7-1,11L OF UBLIC WORKS
B IJV -
Date /— d —�u/�
Building permit expires Date _ I — �' —a /
BUILDING 7y X
Owner '��
SQ. FT. OCC. BUILDIN ALUATION
Mailing Address Ir ?> PZ)( 130 r4
A-` CO
Telephone No.
3- BOO 3
Contractor yVL�%Z
Mailing Address
Fireplace
Total Valuation
Telephone No.
Permit Fee
Building Address PPz DP_ AfAP-0-4. 500, C 6Z
Plan Checking Fee&/or Penalty
Permit Fee
DOP-44Rm N(7-LSjO P-1). A'PPAOX aL100' S
PLUMBING No. @ FEE
d �7>�vi�
'�/TwEach
PERMIT FILING FEE $3.00701
Trap 1.50
Repair drainage or vent piping 1.50
A. P. No. rWater
1
Zoning & Planning
piping 1.50
Each gas water heater or vent 1.50
F s I
C. Sa FireDept.
Fire Zone
Use Permit
Gas piping system 1 - 5 outlets 1.50
EQA
Parking Parcel
Plans Declaration
Parce ap
60' R/W
Improvements
Each additional outlet .30
,Building sewer 5.00
Bld . Plans Recd
Par Ap roval
P ns Approval
Lawn sprinkler system 2.00
NEW ❑ ADDITION ❑ UTILITIES OTHER ❑
Permit Fee $ .QD
ELECTRICAL No. @ FEE
PERMIT FILING FEE $3.00 3100
Main service 100V DR LESS S. as
100 AMP OR LESS 5•�0
Single Family ❑ Duplex ❑ Mobil Home Others ❑
Main service EA. ADD'L 100 AMP 2.50
Main service OVER 600V 25.00
100 AMP OR LESS
Main service EA. ADD'L 100 AMP 1.00
NEW CONS. DWELING
OR AODNST ( ACCL BLDGS.0 cup- 'I) 22sq ft
LICENSE LAW
I am licensed under the provisions of Chapter 9, Div. 3, of the
State of California Business &Professions Code under the name
st le of:
y
NEW NON.RESIESI D. MULTI -OUTLET
CONCONTRACTORS
D. ( BRANCH CIRCUITS) 12.50ea
NEW CONSTR. (POWER APPARATUS 6
NON.RESID. SINGLE OUTLET CIR.
90
Ex. OCCUD(OUTLETS OR FIXTIIRES ) BAL@1@�
Ex. Occu FIXED APP LNS. OR
p•(OUTLETS (RESID.) EA) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00 / ,00
License No. Classification
Mis Wiring 6.25
1 Ing Fop- wtxc.L rOV
I am exempt from the Contractors License Laws of the State of Cal ifomia.
Permit Fee $ , sp
$
WORKMEN'S COMPENSATION INSURANCE
1 am aware of the provisions of Section3700 of the California Labor
Code which requires every employer to be insured against liability
for Workmen's Compensation.
❑ I have placed on file with the County of Butte a certificate of
Workmen's Compensation Insurance.
I certify that in the performance of the... work for which this
permit is issued I shall not employ any person in any manner
so as to become subject to the Workmen's Compensation Laws of
California.
No. @
MECHANICAL FEEPERMIT
FILING FEE $3.00
Heating
Cooling
Ventilation
Hood 2.00
Permit Fee $
$
1 certify that I have read this application and state that the above
information is correct. I agree to comply to all County Ordinances
and State Laws relating to building construction, and hereby
Land Development Fee
TOTAL PERMIT FEE
$ ']�j $C
authorize representativesof the county of Butte to enter upon the
above-mentioned property for in ion purposes.
X Date
ature of Permi or Agent _
33%LWReceipt No. 3:3:3-?2—
White-D.P.W.
hite-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
abov r which fees have been paid.
7-1,11L OF UBLIC WORKS
B IJV -
Date /— d —�u/�
Building permit expires Date _ I — �' —a /
COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS
It. 7 aunty Center Drive, — Oroville, California 95965
Telephone: 534-4541
APPLICATION AND PERMIT
authorize representatives of the County of Butte to enter upon the
above-mentioned property for inspection purposes.
X Date
Si nature of Permitee or Agent
Receipt No.
f- 9&,/-
White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the But unty Code and/or resolutions to do work indicated
above or ich fees h e b n paid.
I PU IC WORKS — `%)
'11611& 1Date 7
Building permit expires Date 7"✓/ `� ,
BUILDING
Owner
SQ. FT. OCC. BUILDING VALUATION
Mailing Address
Telephone No.
Contractor �� S
Mailing Address
Fireplace
Total Valuation
•
GC2 CA
Telephone No.
Permit Fee
1
Building Address
Plan Checking Fee&/or Penalty
Permit Fee
PLUMBING No. @ FEE
PERMIT FILING FEE $3.00
Each Trap 1.50
Repair drainage or vent piping 1.50
A. P. No.
oning & Planning
Water piping 1.50
Each gas water heater or vent 1.50
Fomes.
SaRTTtiiion
Fire Dept.
Fire Zone
Use Permit
Gas piping system 1 - 5 outlets 1.50
EQA
Parking
Plans
ParcelEach
I Declaration I
Parcel Map
1 60' R/W
Improvements
additional outlet .30
Building sewer 5.00
Bldg. P ahs Recd
Parcel A val
P ns Approval
Lawn sprinkler system 2.00
NEW ❑ ADDITION
UTILITIES ❑ OTHER
Permit Fee $
U� --
ELECTRICAL No. @ FEE
PERMIT FILING FEE $3.00
Main service 600V OR LESS
100 AMP LESS 5•��
Single Family Du lex Mobil. Home ❑
g y ❑ p ❑ � Others
L
Main service EA. ADD -L 100 AMP 2.50
Main service OVER 600V 25.00
100 AMP OR LESS
Main service EA. ADD•L 100 AMP 1.00
NEW
OR ADDNST %ACCLBLOGS.OCC up- 22sgft.
CONTRACTORS LICENSE LAW
I am licensed under the provisions of Chapter 9, Div. 3, of the
State of California Business & Professions Code under the name
Stye � )' /yJ /- � n�
NEW CONSTR BRANCH CIR T
NON.CRESID,ONST BRANCH CIRCUITSI 2.50ea
NEWCONSTR. POWER APPARATUS 8
NON .RESID. SINGLE OUTLET CIR.
Ex. Occur) (OUTLETS OR FIXTIIPES 5 L 1@
FIXED APPLNS, OR
EX. Occup. OUTLETS (RESID,) EA) 2•00
Temporary service 10.00
Mobile Home Facilities 15.00
License No.,r� /
11. Classification �
Misc. Wiring 6.25
❑ I am exempt from the Contractors License Laws of the State of California.
Permit Fee $
$
WORKMEN'S COMPENSATION INSURANCE
1 am aware of the provisions of Section3700 of the California Labor
Code which requires every employer to be insured against liability
for Workmen's Compensation.
have placed on file with the County of Butte a certificate of
Workmen's Compensation Insurance.
I certify that in the performance of the work for which this
permit is issued I shall not employ any person in any manner
so as to become subject to the Workmen's Compensation Laws of
California.
MECHANICAL No. @ FEE
PERMIT FILING FEE $3.00
Heating
Cooling
Ventilation
Hood 2.00
Permit Fee $
$
I certify that I have read this application and state that the above
information is correct. I agree to comply to all County Ordinances
and State Laws relating to building construction, and hereby
Land Development Fee �'
$ o (g�
TOTAL PERMIT FEE
$
authorize representatives of the County of Butte to enter upon the
above-mentioned property for inspection purposes.
X Date
Si nature of Permitee or Agent
Receipt No.
f- 9&,/-
White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the But unty Code and/or resolutions to do work indicated
above or ich fees h e b n paid.
I PU IC WORKS — `%)
'11611& 1Date 7
Building permit expires Date 7"✓/ `� ,
1. Owner's name:
N
BUTTE COUNTY' DEPARTMENT OF PUBLIC WORKS
7 County Center Drive, Oroville, CA
PHONE: 534-4541
MOBILEHOME INSTALLATION SHEET
2. Installer's name: _1<e�Tlru t*�� l t'� 4�� t [c - )I-
3. Is the site currently under permit? Yes _/T_/ No
(If yes, furnish permit number �(�� ) OR
Is the site an existing site? Yes / / No `/7%
(If yes, furnish two (2) plot plans.)
4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and
clear of all setbacks and easements? Yes / vC/ No
(If no, clarify )
5. What is the mobilehome electrical rating? ----------------------- ! �AATS
6. What is the mobilehome site service rating? ---------------------
s
7. What is the mobilehome site circuit breaker rating? ------------- 7Sr Amps
8. Is there any other electric load to be served by the mobilehome
siteservice?----- - --------------------------------------
Yes No [
(If yes, identify the load and size: (Load) (Amps)
9. What is the mobilehome site gas pipe size? ---------------------- (in.)
10. What is the type of gas service? ----------------------------- Natura / / LPG
11. What is the gas pipe length from meter or tank to the mobilehome? (ft.)
12: What is the mobilehome(BTU)gas demand? ------------------------------
(This information not requiredif pipe length less than 6 ft. on natural gas
or less than 50 ft. on LPG.)-
MOBILEHOME SUPPORT DATA 4
r If other than single wide,
Mobilehome Mfr. furnish Setup Model No.),I-t3 c -D 3eR Year (yy
Width ,24 (ft.) Box Length (ft.) Tagalong or Expando Size ft. x ft.
(SHOW SUPPORT DETAILS BELOW)
On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation
manual and structural setup sheets (if not -on file with the County of Butte).
All center supports measured from front of
mobilehome unless otherwise specified.
Footings (check -one)
Single W1. Wood either
3 lOA pressure treated o
foundation grade.
11-1
(ft.)(in:) (in.) (in.) Ej 2. Other (specify)
Center support Center support
locations* footing sizes Supports (check one)
(in.)
EA -1: Concrete block.
OI
3,6x 30 Ej 2. Other (specify)
(ft.)(in.) (in.) (in.)
F --Tagalong or Expando,'
r 73 o. show support details.
(ft.)(in.) (in.) (in.)
/2. x:36 -- Typical Support
(in. (in.) Footing Size
7oS
l__1SLJ �4
(in.) (in.) (o -- Max. Pier Spacing
(ft.)(in.)
Max. Overhang
(ft.)(in.)
BUTTE COUN rY
WILDING DEPARTMENT �
APPROVE -D.-
.
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COMMERCIAL BUILDING COMPONENTS, INC.
California Office & Plant - 208-903-0910
1700 E Louise Am, Lathrop, CA 93330.
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