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BUTTE COUNT i
BUILDING DEPARTMENT
A P P R, 0 V F
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BUTTE COUNT i
BUILDING DEPARTMENT
A P P R, 0 V F
CDF FIRE SAFE REQUIREMENTS
AP# PERMIT # NAME
Under authority of PRC 4290, the following checked items are required
by the Butte County Fire Department and are made a part of this permit.
These requirements are minimums and will be superseded by Butte County
local regulations which equal or exceed these standards. Field
inspections will be made by the Butte County Building Department for
compliance.
1.4 1272.00 Maintenance of Defensible Space. To ensure continued
maintenance of properties in conformance with these
standards and measures and to assure continued avail-
ability, access and utilization of the defensible space
provided for in these standards, annual maintenance
must be provide for by the land owner.
Driveway Standards
[�] 1273.02 Surface. All driveway surfaces and structures (bridges,
1273.07 culverts and other appurtenant structures which supple-
ment the roadway bed or shoulders) shall provide unob-
structed access to conventional drive vehicles, includ-
ing sedans and fire apparatus weighing up to 40,000
pounds.
[�] 1273.03 Grade. Not to exceed 16 percent unless paved.
1273.04 Driveway Radius
Oq 1. No roadway shall have a horizontal inside radius of
curvature of less than 50 feet and additional sur-
face width of 4 feet shall be added to curves of 50-
100 feet radius; 2 feet to those from 100-200 feet.
CFF 2. The length of vertical -curves in roadways exclusive
of gutters, ditches and drainage structures designed
to hold or divert water shall be not less than 100
feet.
] 1273.05 Turnarounds. If required, will have a minimum turning
radius of 40 feet from the center of the road.
[�] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30
feet long with a minimum 25 foot taper on each end.
[�1 1270.10 Width. All driveways shall provide a minimum 10 foot
traffic lane and unobstructed vertical clearance of 15
feet along its entire length.
Page 1 o:f • 3'-.
3� -f3 -- r 3� 9�-b �7r-►►��-� .�i�t�
AP # PERMIT # NAME
[ 1273.10 Turnouts. Driveways exceeding 150 feet in length, but
less than 800 feet in length, shall provide a turnout
near the midpoint of the driveway. Where a driveway
exceeds 800 feet, turnouts shall be provided no more
than 400 feet apart.
] 1273.10 Turnaround. A turnaround shall be provided at all
building sites on driveways over 300 feet in length and
shall be within 50 feet of the building.
1273.11 Gates
[� 1. Gate entrances shall be at least two feet wider than
the roadway it serves.
[�] 2. The gates must be located at least 30 feet from the
roadway and shall open to allow a vehicle to stop
without obstructing traffic on that roadway.
( ] 3. Where a one-way road with a single traffic lane
provides entrance, a 50 foot turning radius shall be
used.
Fuel Modification
1276.01 Setback for Structure Defensible Space.
1. All parcels 1 acre and larger shall provide a mini-
mum 30 foot setback for buildings and accessory
buildings from 411 property lines and/or the center
of the road.
[ ] 2. For parcels less than 1 acre, local jurisdiction
shall provide for the same practical effect. See
Other Requirements below.
[ 1276.02 Disposal of Vegetation and Fuels. Disposal, including
chipping, burying, burning or removal to a landfill site
approved by the local jurisdiction, of flammable
vegetation and fuels caused by site development and
construction, road and driveway construction and fuel
modification shall be completed prior to completion of
road construction )r fi:ial inspection of a building
permit.
Page 2 of 3
AP # PERMIT #
other Reauirements
[ ] ,if Building Setback is 15 to 30 Feet:
- Class A or B roof
- Enclosed eaves
Pr r/" d, �-
ff —",)
NAME
[ ] If Building Setback is Less Than 15 Feet
Choose any 3 of the following:
- Metal or no doors on side toward property line with insuffi-
cient setback
- Class A or B roof with enclosed eaves
- Interior automatic sprinkler system per NFPA 13D
- Glass area not to exceed 10% of wall area toward property
line with insufficient setback
- Siding from the following list:
Stucco - 3 coat
Hardi-Board or Plank
Masonry
Masonry veneer
Metal
Other Butte County Fire Department approved materials
3-2.2�
�9
Date Signature
Page 3 of 3
1. Owner's Name: hn � U C1. EA r1wl
2. Assessor's Parcel Number: QtCD
T
4. Is the site currently under permit? Yes[ ] No[ X] Permit No.
5. Is the site an existing site? Yes[ ] No[ A (If yes, furnish two plot plans).
6. What is the electrical rating of the mobilehome?__Lc _Amperes.
7. What is the mobilehome site circuit breaker rating?= peres.
8. What is the electrical rating of the mobilehome site? a O Amperes.
9. Is the main service remote from the mobilehome site? Yes[ ] No[ ] If it is, what .is
the rating? Amperes.
10. Is there any other electric load to be served by the mobilehome site electric service
(i.e. well, garage etc.)? Yes[-�-] No[ J If yes, please identify the load and size:
a) The mobile home site:
Load- (0-e"
b) The main service:
Load- Amperes -
11. Type of gas service at mobilehome site: Natural[ ] Propane[(] None[ ]
12. Size of gas pipe at the mobilehome site from the meter or
tom: 3W1 4'' inches.
13. What is the gas pipe length from the meter or tank to the mobilehome? (ft.).
14. What is the mobilehome gas demand? B.T.U.
*
*(This information is not required if the pipe length is less than 6 feet on natural gas or
less than 50 feet on propane).
THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO
PROCESS THIS PERMIT APPLICATION
BUTTE COUN`1 I
RUILDING DEPARTM5N
May 1995 A. P P R 0 V
M.H.I.- 2-
Mobilehome Manufacture,::- CiiAmw Manufacture Year: 99
If other than single wide, furnish Setup Model Number: 620
Width: 24 (ft.) Length: 54/56 (ft.) Tagalong or Expando Size (ft.) x (ft_)
On all mobikhomes manufactured after October 7, 1973, furnish manufacturer's
installation manual and structural setup sheets.
FOOTINGS: Wood pressure treated or foundation grade[X ] Other:
SUPPORTS: Concrete block(k] Other:
Provide _ for all Mobilehomes: fiunaa4ton
Pier Footings Sizes and Location
SINGLE WIDE
Line 1 MiJLTI-WIDE
Line d
.............................................................................................. Line 2
Lice 2 Main Beams
Line 1 .................................................................. c 2
Line 3
Line 2
................................................................................................
Main Beams
............................................................................................. Line 2
Line 1
.............. •,.:.............
Ta;*r Triple �e <
Line 1 Piers:
Size minimum: x
Spacing maximum: `
From ends -maximum: `
Line 2 Piers:
Size minimum: [ 24 ] x [ 30 ].
Spacing maximum: g ` 0 `
From ends -maximum 2 ` 0 `
Line 3 Roof Loads:
Size minimum
Location (from.,&emz):
Line S Roof Loads:
Size minimum:
Location (from front):
'nVe'll 137 12:1
Line 1 Openings
Size minimum: [/2 ] x
Each side of openings
with width over: Laolc�C' S
Line 4 Piers:
Size minimum: [ ] x [ ]
Spacing maximum: `
From ends -maximum• `
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PACIFIC CONSULTING ENGINEERS
2150 BELL AVE., *145
SACRAMENTO CA. 95838
Ph. 916-564-6028 FAX 916-564-6029
VERTICAL DESIGN
RIDGE BEAM SUPPORTS
INTERGRITY HOMES, INC.
1740 FEATHER RIVER BLVD.
OROVILLE CA. 95965
PH.(530) 533-9643 FAX (530) 533-0125
Input Data:
DATE: 3/15/99
JOB No. 99-361
CHAMPION MODEL 620
JOHN PITTMAN
MT. IDA RD.
OROVILLE, CA.
Roof Live Load RI = 20 psf
Roof L.L. @ Trib. Area Over 200 sq. ft.: R2 = 16 psf
Roof Dead Load: Rd . = 10 psf
Building Module Width: D = 23.67 feet
H.C.B. SET: P = 5,000 lbs
Soil Bearing Pressure: SI = 1,000 psf
Calculations:
Vertical Load at Mod -line:
Trib. Area 200 sq. ft. or less W =RI+Rd x D/2 = 355 psf
Trib. Area Over 200 sq. ft. W =R2+Rd x D/2 = 308 psf
Max. Support Spacing:
No.
Location
Loads
Footing Size
No. of 211x12"x24"
No. of Piers &
( ft.)
( Ibs.)
(in. sq.)
P.T. BASE PADS
PIER RATED LOADING
REAR 1
0
4,201
25
Fnd.
Fnd.
2
23.67
5,730
29
2
2 -5000 lbs
3
37.25
5,384
28
3
2 -5000 lbs
FRONT 4
54.00
2,973
21
Fnd.
Fnd.
QRpFESSlp�,q
r �
.17918
Exp. r'I
LATERAL DESIGN
SHEET No.
2 OF 2
JOB No.
99-361
LUXURY HOMES INC.,
1600 SANTA ROSA AVE.,
SANTA ROSA, CA. 95404 24 x 54
(707) 6464282 Fax: (707) 646-2723
Input Data:
Design Wind Pressure ( 75 mph exp. C)
P =
20 psf
Seismic Load Factor
SI =
0.186
Roof Dead Load
Rd =
10 psf
Wall Dead Load
Wd =
10 psf
Floor Dead Load:
Fd =
10 psf
Exterior Wall Hehgth
Ht =
Roof Heigth:
Rht =
4 ft.
Building Length:
L =
54 ft.
Building Width:
W =
23.67 ft.
Anchor Bolt Working Load, 1/2"x 10":
AB =
925 lb's
CALCULATIONS:
Wind Load:
Vw---P x (Rht + Ht) = 240 plf
Seismic Load:
Vs=SI x (Rd+Fd+Wd = 5.58 plf
Seismic in Longitudenal Direction:
V long.= Vs x L = 301.32 plf Seismic Control
No. of 1/2"x 10" AB req'd. at end wall = 4 bolts evenly spaced
Seismic in Transverse Direction:
V tran.=Vs x = 132.056 plf Wind Controls
No. of 1/2"x 10" AB req'd. at side wall = 9 bolts @ 6'- 0"
TOTAL No. OF VENTS: Min. underfloor venting is 150 sq. ft. of vent for every 1,000 sp. ft. of underfloor area.
Total underfloor area = 1,278 sq. ft.
Total No. of 6 " x 14 " vents
5-6 'p _ , R�Vi+3tOt!�ti3 113Y
�.-- 2 X Blk g. Btwn. Outriggers
I •
i CPA :5 When Necessary. I
2-0 TYP• Sllnf 40,- -r LOG• _ 5s OGAX 2X4 Top �.
. C M
NOTE. Verify spacing of outriggers
This set of plana and speaitfoationa MU be before constructs foundation
- ng
I kept on the•1ob at all tunes and it 1.3 unlawfull to 1
make any chA.nges or N1terations on same without ,
written permission from tno Department of Public;
riiica. tcxtn oiEutte. Screened Vent t
t3'x 24' Min. b
Construct 1 (Min.)
r
Craw!spna access hole SIDEWALL ANCHOR BOLTS: ANCHOR BOLTS.
i
Within 20' of plumbing C.O.
Set d,atn. X 10 1
Set � } d ntn. X 10 I •
• 2X4 t=raming for t
ed a! Anchor Molts CO 6 0 O•C. ► it Vents r I
Anchor Bolts Even 5 ced (may be local along r } A ,
r twat (NOT SHOWN) , 2X4 Ponll _
either s d n ENDWALL ANCHOR BOLTS.. - :. ywa
• at t6 O C. I
? Set } drain. X 10 - 2X4 P.T. sill plate '
1J M „
s
Anchor Bolts Evenly Spaced „ • ' "+X lt3 A.B. T
r •1 J
• .• ... •� r •.•;; • J .
I • • • •• See sections for spacing ,
I t '
o �I
❑ :..�: Stemwait ,
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- ,••• .: :_ .,.� .... Footing
R •.. T+. . �.. ,
•.All -
I Ror .. ,
Accordance km •. • . ..--
cordanc snahi ....:...,
a 'r►ith P 1ShrtII _
, I � Recognized Ee �
A i _ of anizad
i s
s Q� px, (load Proott
tSF seer caa and .: +
I wed f Q!
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In -the Uhaorm B tied use
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1 G and the � �t Lsecha�o . o
Aaistt 21;r aw `
( �w'/�,�A_ W m b
rte- TYP. FND.IALL CO STRU ,
cT�oN _ W
. � .. SCALE46
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Q , •.
4-2x12x24 P.T. 6nse Pads
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- 1
CM El
2x2P.T.s P
t ❑ 0 2 2xi 4 P.. Oro ads o ❑ t�.
T Fxfstin Ext. Sldin sa
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O ❑ O O �-
- n tFto�r Joist r , x
� - M D wi 24-I.C.B. set � - j
s i ,
6 M
Qd at O.C. Floor Mot 1. _ i-
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Meld Instal Bar --
i 1
tz a
Mi
COD
I 2 ( n.)See Notc 1?�tow
( 8d of 6 O.C. >`
2x4 Elk ii (WhenNeccssory � I +a •,
. ?, v >
i
Field lnsfott 7/16 Min. . 1 J
-�-_�•. I ( 1 Non to Rim Jots! x/16d at 16 aC , w ,
i 12x24 P.T. Base Pads
2-2x Hardboard Opt.3/a (Ann) I C.3 C
� I 2x4 To Plate lJd1 o B1k .or- u ,
I t � p t 4
1-2x12x24 P.T. Cross Pad
APA Rated PI wd. Sheathing
« t
g Rim Joist v/16d et 16 OAC. W ,
I m
,1 W 1-H.C.B. Set
Had w/8d of C O.C. Edges, ,
1 �
' wall -2 • C. v o •-
� , I Sd of 12 0•C.Field Pony x4 s of t6 a I
j « C
1/2 10 A.B.o 2 0•C.
3d of 6"b•C. R
1 I T r. -
2 x# P.T. . ,
f .. Conc•StemWeli O t.HCB _.
moo -041
P
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V
f
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dote•
vide ventilation of 1 s . ft.
Pro 9�:SIDEWALL ANCHOR BOLTS.. - ,_.. 3 0 Vent placement d
ry
Cut 2 off !lttn•o! Existing Siding an Wall
Per each 150 sq. ff. of Set } dram. X 10 Typical at cornerso.
Z Bar. Renall Wild et 6 0•C• •• � �
Underfloor area Anchor Botts C 6 O O.C. UNLESS SiDiNG IS HELD BACK (See General Hott�i
t r ;
• 6 vents (NOT SHOWN
(tS14x
- _ SIDEWALLCLOSURE. DETAIL
-�'
cCArF-- 34 =I-0
� t
x
3 ` .. •� • _
•��� Rim Joist a CL Of Unit ,
E00MA J Q
�N PhAN - �
4X4w/Mutt► e
d woos Wedges or 0
g
T
SupportsLeveling.. .
ALE. � t -� "
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NOTICE TO CONTRACTORS —
,
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t - A REASONABLE .EFFORT HAS BEEN MADE TO OBTAIN ALL PERTiNENT ( f{ 3 '
DIMENSIONS. HOWEVER, THE MANUFACTURER OF THE MANUFACTURED
t.
HOME CAN CONSTRUCT THE UNIT WiTH DIMENSIONS l 1
SLIGHTLY.
DIFFERENT i 1 1
E FROM THOSE SHOWN HERON. .
3 1 i-2 4 s
, F----� x T2 z 2 +
• f
x rrs THE FOUNDATION CONTRACTORS RESPONSIBtury TO VERIFY
1 P.T. wood
1 l Cross Pod
DIMENSIONS. I.E. ACTUAL LENGTH AND WIDTH OF UNIT, CHASSIS
'= y
2-2"02%24"
SPACING AN RIDGE _
D DGE BEAM SUPPORT LOCATIONS WHERE APPUCAdLE
P.T. Wood Pods
BEFORE CONSTRUCTING N , .
� r CTING fOUNDATIO 1111 �J ,III_:,iL=Jill=illlalUt=li1►_ `. .
i iTc�� I� :
rf 111 111tllgi �
- s
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MULTIPLE. SUPPORTS
AT RIDOE
QEESS10
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Q y �.t
a _
I
9113
_ a 0
.
Face of RIm Joist i Face Concrab
F
•
F" r
- +}�, Fats of Pony Watt Studs • ; ;
Existing ids -
� S "�
Floor Material GENE
RAL NOTES T -�
I
..". -.
Floor Joist l.,_ • . ....:
" (, .•
Field inssled Z Bar Typ. Ridge Beam Supp orf. Wood Wedges Or Blk g.op Sd•s Y _ THIS FOUNDATION PLAN 1S DESIGNED TO BE USED
E"r < O.C. t-•�
WITH MFG'D. HOME ? •
Cut Existing Sidin Z" min.,
g (min.) : - MAKE:-
See-
G
N�1M�iv
S. tnsbttt Z Mr S*ra Kota ! -- , � � � -- . ' .
_ _ r r r r �. s 3
See Sldewoll`Closure « MODEL _ 6 20
Detail
. K Clad Wood Siding Chassis
• � ; • , . r Nall rrfEd's�,'� <" O.C. at edges 1 id's � i" O.C.
2. DESIGN LOADS s
• Wood Wedges for
„ .� ; and i" O.C. M fsld ; • - ROOF LiVE _LOAD: 20' P.SF
Leveling Wood
I X 10 A.B. „ " -, •
. - FLOOR LiVE i.OAD�_ •y0 _ .. ! • - ' : oAAwly
l • • •, . �"APIi t�t.�d Sheathing ZtlO �s2 x 4 Studs P.S.F , " ..•
« 2 X 4 P.T. 8 X S X 16 H.C.B. Wedges s - " ds
at 8 - 0 O.C. g all tMIId's . < O.C.
WIND LOAD. 10
. , N f3 sit edges Ir 4 P.S.F. r
-Silt Plate "- „ Or T P� H2Nzi2N 24• . Q 4Cont.
4
1-2!'X t2 X24 x " x - snd 4" O.C. in f..id Con . 'SEISMIC ZONE•--�_
4 „ T Cross " Blk s. 6 x 18"x 16 P.T. Wood «
oured Cone. P.. Pad 12 Min.!� x TO A.B. -
P 4} CHECKED i
. , H.C•B. Cross Pad
3. THIS FOUNDATION IS FOR PLACING MFG -D. '
a H.C. N IDE-vonly Spaced Along En'dMnit • l .HOMES
Stemwatl 1TYP "Max 2-2 t2 24 CONSTRUCTED W/ LONGiTUDiNAL OR CROSS JOISTS.
„ „ " 36 x x
K T . SpppOrt • OATS
6 Min. , • _ 2 2X12 X24 PT. Wood Pods - Z x 4 P.T.SM Ptah _ 6" � g r
T Pads 3. !S
4. ALL CONCRETE SHALL HAVE A COMPRESSIVE
' _U k = ; :- •. (- N1-lIN� IIUIIt P J�l1t.H.C.B. ; �, _ STRENGTH OF 2000 P,S.1. IN 28 DAYS. �q cALE
I_IIII IiiT rh i r �u — I � .�11 i u tr � au ern Iii —u >= I i ,- f 1 .: = t --- — •;:�: �
""ii I _, I� Ila L�Illlc I , I tt I �7 1 I LI It • t •t,� — ( •fit
• i
2 t - 1 —ill 5. THIS FOUNDATION PLAN IS DESIGNED
i r st t ES ED
.GIN
fill c _JI R A > tt j_iut 12 w� TO BE roe No.
!� s CONSTRUCTED ON A FAIRLY LEVEL SITE WITH N0 .
6 Alta * _hl „ n a ••_ ,, : v`" ' % - 6!
... 4 6 Gravel Varies ' 6 �lt.• 's.
►^C:?
a EXISTING SOiL PROBLEMS. srHEer
E
*4-5* " See Fnd. Plan _ Q ;
Vert.at 32 O.C•(Re d. « S ,��� " ,N,(,7r ., I✓
12 4 Vert. at 32 aC. „A �, ,�} , i 6. MFG D. HOME MAY BE , SHIPPED FROM THE FACTOR �
only when H.C.B. stemrrail is 12 4 Cont.- Rs d.:
us`bdj (Req'd. Only When H.C.B. 4' ,r r "�` WITH SIDING CUT BACK 2" AND Z BAR INSTALLED. I
4,,• Stomwoil is Used) It
Q. 7. FOUNDATION CONTRACTOR SHALL VERIFY ALL
SECTION A A
T-7
SECTION B B ".:.> Y, SECTION C - C DIMENSIONS BEFORE CONSTRUCTING FOUNDATION
i SCAM 3/4"=1'-0" SCALE -3/4,•r/ _0M SCALE ---3/4."=/=p" -
of stHEETs
s
PRINTED Oil CLEARP"INT 1000"•