HomeMy WebLinkAboutB15-3076Butte County Department of Development Services O v%3TF0
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR . , O o
o o
' �7 County Center Drive PERMIT # It7�i�� 3276 c_
Oroville, CA 95965 BUTTE COUNTY DEVELOPMENT SERVICES
(530) 538-7601 Telephone REVIEWED FOR cO 'N�y
(530) 538-7785 FacsimileCODE COMPLIANCE
www.buttecou ntV.netidds
www.buttegeneralplan.net DATE j
t ADMINISTRATION * BUILDING * PLANNING
Skirting for Manufactured/Mobile Homes in a State Responsibility Area
Notes:
1. These are acceptable options where there is no perimeter masonry foundation.
2. Siding must be supported a minimum of 6" above finish grade, except when concrete slab (option 3) is used.
3. Siding must be a product approved by the California State Fire Marshall and installed according to the
manufacturer's listing. Approved products may be viewed at:
http://www.osfm.fire ca oov/strucfireengineer/pdf/bmltwuiproducts pdf
OPTION 1 -OPTION 2
MANUFACTURED HOME MANUFACTURED HOME
_ 1 i
EDr
2 �. �� t7i.l � t2N71'
GHAtjogL, cp_ 2x4 FaE� oon op
lel - P? r Woe -
1[
21xr)�
Grade Away From Manufactured -Home to a Distance of 5 Feet Minimum (Typical all Options)
OPTION 3
4 "Iret' MANUFACTURED HOME
• sl �I+�G
F ( hr 'off 2;:01,000
j, . ,
§ 1337. Support Inspection.
At the time of inspection, the installation of the MH -unit on its support system shall be complete and the
area under the MH -unit shall be accasAible for inspection.
(a) Skirting shall not be installed until all underfloor installations have been approved by the enforcement
agency.
(b) Masonry walls shall not be installed until all underfloor installations have been approved by the
enforcement agency, unless the installation of the masonry wall is required to provide perimeter support to the
MH -unit.
NOTE: Authority cited: Section 18300, Health and Safety Code. Reference: Section 18613, Health and
Safety Code.
e
BUTTE
COT 1NTY
MANUFACTUREU_.HOME ._SUPPORT DATA
DEC .16 2015
Sm, 144 r_5dV+7 'e -f^ y DEVELOPMENT
Owner s name. I
Nome ManufacturerK
Model Number/ Name:
Width: �5,9 ` (ft.) Length: /5' (ft.) .
FOOTINGS: Wood - pressure treated or foundation grade[
SUPPORTS: Concrete block [Other:[
A.P.# -EY-L - - t ERVICES
Manufacture Year: A45 21 ' `W j6
] Other. [4 S Pis
Provide manufacturer's installation manual, support blocking requirements and state
approved or en ineered f
� PP 9 oundatton or tie down system specifications.
Pier Footing Sizes and Locations S `` q i v ' d -PJ
SINGLE WIDE
Line 1
Line 2
Line 1
Section 1
Section 2
Section 3
Orn e<5fa» e i� '&i t , s 1- /3 2
I_ inea1 Piers:
Minimum size piers:. [ J X [ J
Spacing maximum:
From ends maximum:
Line 2 Piers:
Minimum size piers: [ % o J X [2Z,�
Spacing maximum:. Q
111
From ends maximum:
Line 3 Roof Loads:
Minimum size piers:
Location (from front):
Minimum size piers:
Location (continued):
Line 4 Roof Loads:
Minimum size piers:
Location (from front):
Minimum size piers:
Location (continued):
MULTI -WIDE.
Lind 1
Line 2
Line 3
Line 2
.4ine 4 (triple wide only)
Line 2
Snow Load: ,_�Q psf Piered @
Snow Load requirements may be obtained at
.com/butte/butte_co u nty/
Insert AP #, view snow load in lower ri
lb. load
!r:
Line 1 Openings: See pageofn mual
Minimum size pier: [ J X[
Required at each side of openings over
" wide.
All homes blocked @ 30 psf as a standard.
ore :
PERMIT# �l t` 3026
BUTTE COUNTY DEVELOPMENT.. SERVICES
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ACII-'J(' 1 OR7•)1'1t'F•,ST NGI,N'EERING, IN\C.
Cornerstone Foundation System, LLC
140 Art Mill Lane .
Roseburg, OR 97470
j..
Attn.: Norris Strauch
Re.: "Smart Foundation. RB54 & SFS -60"
Design Criteria Verification
Dear Norris,
March 25, 2015
PERMIT#
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE -COMPLIANCE
^TFBY
The test data has been reviewed, and the necessary calculations have been performed,
proving the manufactured home foundation system produced by Cornerstone Foundation
System, LLC called "Smart Foundation RB -54•• (SFRB-54 and SFS -60) is acceptable as
a lateral and vertical force resisting system for wind zones 1, Il, and III with a "C"
exposure, and a seismic Site "D", Ss=1.384 Fa=- 1.0. R=5, lateral load. In addition, an 80
ib./ Sq. Ft. roof load and up to 30" lateral soil loads may be resisted simultaneously.
SFRB-54 and SFS -60 also meet or exceed the design requirements of "poured in place"
type foundation from the "Permanent Foundation Guidebook for Manufactured Housing"
4145.1 Rev. 2 and 4150.1 Rev. (1996) and also with the manufacturer pier point layout.
The installation also meets or exceeds the design requirements of the HUD -7584
Handbook. This allows the SFRB-54 and SFS -60 to meet foundation certification for all
HUD, FI IA and VA lending on Manufactured Housing, providing the SFRB-54 and SFS -
60 installation instructions are followed. It also meets or exceeds the requirements of
Section 1333 Chapter 2, Title 25 of the California Administrative Code and 18551 of the
Health and Safety Code. This foundation system is not intended for use in a flood hazard
area, contact Pacific NorthWe'st Engineering, Inc. for additional engineering as required.
And it meets or exceeds the Oregon 2010 Manufactured Dwelling Installation Specialty
Code,
Test results and engineering calculations are available to authorities having jurisdiction
when requested.
Additional information: pfESS/
Contact person: Norris Strauch ��,: �P R. INF .lF
Cornerstone Foundation Systems
Phone • (541) 733-5441
WWW.sfrh54.cum �� Nr '7, r
Cw'URKBIWNld['OkREttS iUNGSl DOC 1
OF CA��EOP
BUTTE 4242 Silver Falls 14. N., Silverton, OR. 97381
COUNTY ph # (503) E73 -3I84 fax # (503) 873-3907 xv vile 11S'
DEC 16 2015 P.E. #1 t?.676
DEVELOPMENT
SERVICES
211 s076
P.4 C1FjC 1 \To UTjlWEST LNG ��C.
K
March 2.5, 2015
State of California
Department of Housing and Community Development
Division of Codes and Standards
P.O. Box 1407
Sacramento, CA 95812-1407
Attn.: Rich Myer
Re.: Response to Information Bulletin
' 2013-04 (SPA)(JAP)(SOP)
"Smart Foundation RB54 & SFS -60"
Design Criteria Verification
Dear Sir.
After Review of the 2013 code change it does not appear to have changed the provided
load value of "smart Foundation S-60 & R1354". as tie -down system. The (SPA) 132 JF
design exceeds the anticipated loads.
Thank You.
4ROffSS1dN `
p/R. SIV ql�,
Letizia Wetzel •� �' No. 71911 r: m
CC = Z
(' WURKIBILU\G1CORt`'ERSiO1:EN DOC
Of CAl1F
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4242 Silo er Falls Dr. N.. Sih'ertvr3. ON. 97381
ph 4 (503) 873-3154 fax 4 (503) 873-3907
P.E. 0 13,676
I.
CORNTRSTGNT FOUNDATION SYS -Mf, LLC
I40 Art Mill Lane, Roseburg, OR 97471
EN'GIN'EERED TIE DOWN SYSTEM
S9& T FO1MkT QN SFRH S4 AN'D SFS 60 I ICTSTALLATION J iTSTRVCTLOfirS
6 Cut panel to height, gap at footing and panel not to exceed I,'.
e Infill top and bottom connector into pre -cast panel. Four top and four bottom holes are cast in
panel, pre -drill holes as needed. install connector plates facing outside or inside of wall panel.
Install vent panels on left and right side of corner, each vent is 72 sq. inches. All other panels
are without vents, work to center of wall or behind door step for Iast cut to fit
C Move panel in position with pry bar, left snug to rim joist. Drive wedges firm, do not over
tighten, may cause lift of home.
C Confirm wall is straight and plumb before driving joist and footing screws.
Connectors outside of Wall — Set the face of the panel back '/z" from the face of the rim
joist. Drive joist screw at slight angle for maximum bite.
Connectors inside of Wall — Set the face of the panel VZ" out from the face of rim joist,
basically to the face of the exterior siding. Drive joist screw at slight angle
for maximum bite.
e Seat all vertical seams with caulking. Seal gap at bottom of panel to footing with non shrink
mortar. When backfilling more than S", add moisture barrier solution to mix. ALTERNATE
FOOTING - Back fill as plan shows.
Partial panels, sixteen inches or wider must have two top and two bottom connectors. Pre -drill
3116" as needed. Minimum 6" from side edge, space evenly..
o All other supports, main frame, marriage line, shall be as required by manufactured home
installation instructions or authority having jurisdiction. It is the responsibility of the contractor
or person drawing permit to comply with the code. Installer must comply with footing frost
depth code. -- .._._.>ct��ts�Ea►Io�soBUB�as--
FOUNDATION SYSTEM
o WARNING To Contractor and Home Owner MALTH AND SAFETY CODE, SECT= Its51
APPROVED
o Cornerstone Foundationwas designed to prevent
the entrance of rodents to the underside of home.
Do not allow holes larger than Ys" to be left open
by installer of phone, TV cable, air conditioning
lines, water, gas, etc.
Soil back -fill. Keep load of tractor away from
foundation wall.
A single wide home 13 ft. or less, is not covered
for wind tie -downs with this engineering.
c Not for use in flood hazard area.
Page 1 of 4
tlt7LtIZa TO CORRECTIONS No=
APPROVAL DQES NOTAUTNORIZR OR APPROVB A7Wy
OMISSIONS OR DEVIAT70N FROM REQUIREMENTS OF
APPL.7CABI.B STATE LAWS AND REGULATIONS
Slate of Califomia
Depef—"nWt of J1QUS n& and Community DerehoVMCy
DES AND STAWDAK
DATE
srA *Io. m.,
7lire Plea A orwal A*rvD
of
CORNERSTONE FOUNID4T ION 5°i STEI`-1, L
140 ART MILL LN., R05EIBURG, OR 31411 (541) 133-5441 (WU)W.6I=R654.COM)
CI
POURED - IN- PLACE FOOTING ALL FASTENERS ARE ('�
}-M}• /
THIS APPLICATION PcONCPETE BREWS H C D
ROvIDES PERIMETER WALL <.
SUPPORT, WIND ANCHORS FOR ZONE 1 II 111,teZa/
IS
dL
SEt-11G DESICsN CATEGORYDI, D?, SOILS f�,ATEATEDoD9o` cor�vECTpR
HACKFILL TO 30". - -- ................._-......... _... /.
I CONCRETE 514M AND LLED,Es
21-X<' ARE RWl5wm W1Ti4
UPPER c ?-HECTOR ! THE PRODUCT, THERE ARE (31
PLATE (2) TWO MIN RIM-J015T THREE SETS PER PAIL. SET
PER PANPL :AT APPROX 18` O/C.tt s TiaE
$OTTOM OF THE PANEL ONLY,
FLOOR JOISTS (OTi{ERS
NOT SHOLLN FOR CLARITY)
CONCRETE FOOTw.
(6'X11 "XGONT. ti NJ
(BELOW FROST L11e)
BOTTOM CON`tECTOR
PLATE (2) TWO MM.
PER PANEL
(2) •4 REBAR X GONT
GONNEGTOR PLATE
CONCRETE SHIMS i (LEDGES
GO13C*MTE FOOTING (BELOW FROOT)
MANUFACTURED
RR9-JOIST
CORNERSTONE FOUNDATION SYSTEM MANUFACTURES TWO PRODUCTS SMART FOUNDATION 584ERB-54,
54"LONG X 32".TALL X 2" THICK AND $F5-60, 60" LONG X 32" TALL X Ij" THICK, THE INSTALL-
ATION PROCEDURE IS THE SAME FOR BOTH PRODUCTS. PANELS 40" TO 48" TALL ARE AVAILABLE
AND MAY BE BACK-FILLED TO 8".
A MINIMUM SOILS BEARING CAPACITY OF 1,000 PSE 15 REQUIRED FOR THE DESIGNED 12"X6"
CONCRETE FOOTING. CONCRETE STRENGTH OF 2,500 PSI AT 28 DAYS, BY DESIGN, TESTING NOT
REQUIRED.
SINGLE WIDE HOMES - 51DE WALLS REQUIRE (2) TWO TOP AND (2) TWO BOTTOM CONNECTORS PER
PANEL. GABLE -END WALLS (6) SIX TOP AND (b) BOTTOM CONNECTORS PER PANEL. PRE -DRILLING
3i(6" DIAMETER X K' DEEP HOLES AS NEEDED.
DOUBLE WIDE HOMES - SIDE WALLS REQUIRE (2) TWO TOP AND (2) BOTTOM CONNECTORS PER PANEL
GABLE -END WALLS REQUIRE (4) FOUR TOP AND (4) BOTTOM CONNECTORS PER PANEL. (CAST HOLES
ARE PROVIDED IN PANELS FOR (4) TOP AND (4) FOUR BOTTOM CONNECTORS.
TRIPLE WIDE HOMES - ALL WALLS REQUIRE t2) TWO TOP AND (2) TWO BOTTOM CONNECTORS PER
PANEL.
MAXIMUM ROOF LOADING IS 60 P5F, WITH POURED -IN-PLACE CONCRETE FOOTING.
ALL SPACES UNDER TWE PANELS ARE TO BE SEALED WITH A NON-SRINKING
GROUT. ALL WALL PANELS HAVE WATER REPELLENT IN THE CONCRETE MIX.
CONNECTORS ARE TO BE 6" FROM THE ENDS OF THE PANELS AND APPROX.
EQUALLY SPACED FOR ALL OTHERS.
NOT FOR U5E IN FLOOD HAZARD AREA. . J\ i
PA61= 2 OF 4
I
CORNERSTONE 'FOU D4TION 5""rST �l/ L
1.40 ART MILL LN., ROSEBURG, OR SI -411 (541) 133-5441 (WWW:SFR554:G0M)
Cid
ALTNERNATE FOOTING
ALL FASTEreIeS ARE It = � H C D
THIS APPLICATION PROVIDES PERIMETER WALL Ga�RETE �� \ Z(
SUPPORT, WIND ANCHORS FOR ZONE 1 II III, /
SE15MIC DESIGN CATEGORY DI, D2, SOILS PLATED IONNEITOI A �fi'7
BACKFILL TO 24".CRETE �MS AND UEDGEs
121-X4` ARE P.RNISHED UTH
UPPER GON`!£CTOR :THE PfaO T, THEM I5 (1)
PLATE (2) TWO Mad R" -JOIST � sPER FOOTRYs FAD. 1 CONNECTOR PLATE
'SET ATT aPPizox w• o)c AT .
PER PANEL :THE BOTTOM OF TIE PANEL
;ONLY.
IrMA.141,FACTUREO WON
FOR ILLUSTRATIONPILORPOSE6 ONLY
NOTS OWN TS (OTHERS FOR CLARITY DRAUN TO SCALE T�M-JOIST
I6"X16"Xa" CMU PADS SIDE SY
51DE RUNNING CONTINUO'J5 UNDER
WALL t BELOW THE FR05T LINE.
5PAGE BETWEEN PADS 15 NOT TO
EXCEED 2".
BOTTOM CONNECTOR \
PLATE (2) TWO MM.
PER PANEL
COMPACTED GRAVEL PAD (6" THICK)
COMPACTED GRAVEL PAD (6" THIC+r
Ji"Xlb" STEEL SPIKE ANCHORS
1, 16, 1
CORNERSTONE FOUNDATION SYSTEM MANUFACTURES TWO PRODUCTS SMART FOUNDATION SFRB-54,
54"LONG X 32" TALL X 2" THICK AND SFS -60, 60" LONG X 32" TALL X 11" THICK, THE INSTALL-
ATION PROCEDURE 15 THE SAME FOR BOTH PRODUCTS. PANELS 40" TO 48" TALL ARE AVAILABLE
AND MAY BE BACK-FILLED TO 6".
A MINIMUM SOILS BEARING CAPACITY OF 1,000 PS'= 15 REQUIRED WITH THE. 6" THICK COMPACTED
GRAVEL PAD, IF SOILS CAPACITY IS 2,000 PSF OR GREATER THEN THE COMPACTED GRAVEL PAD
MAY BE OMITTED AND PLACEMENT MAY BY ON UNDISTURBED NATIVE.
INSTALLATION OF THE PANELS IS THE SAME AS THE POURED-IN-PLAGE CONCRETE FOOTING PLUS
THE FOLLOWING ITEMS:
STEEL SPIKE ANCHORS, DIAMETER X 16" LONG, DRIVEN AT 60 DEGREE ANGLE FLUSH WITH THE
TOP OF THE FOOTING. THE STEEL SPIKES MAY BE SET BEFORE OR AFTER THE WALL 15 IN PLACE.
5PIKE5 MU5T ACCOMPANY THE BOTTOM GONNEGTOR5 IN THE FOOTING, APPROXIMATE SPACING 15
ALLOWED. A "PILOT HOLE" MAY BE DRILLED INTO "HARD" SOILS UP TO A DEPTH OF 8" MAXIMUM.
SINGLE WIDE HO"1ES - 51DE WALL SPIKES ARE TO BE SPACED AT 48" O/G. GABLE -END WALL
SPIKES ARE ONE PER EACH GMU PAD.
DOUBLE WIDE HOMES - SIDE WALL SPIKES ARE TO BE SPACED AT 48" 0/C.
GABLE -END WALL 5PIKE5 ARE TO BE SPACED AT TWO PER PANEL.
TRIPLE WIDE HOMES - ALL WALLS REGYJIRE SPIKES, SPACED AT 48" O/C.
MAXIMUM ROOF LOADING IS 60 PSF, WITH CMU FOOTINGS.
BOTTOM SEAL ON THE WALL REQUIRES A MIN SACK -FILL OF 6 WITH A
MAXIMUM }SACK -FILL OF 24".
NOT FOR USE IN FLOOD HAZARD AREA. PAGE 3 OF 4
ALTNERNATE:FDOT;INrs,-° C0--O6ITE eo4r .DECKa �: xb^.,F sr ATED;
TH15 APPLICATION PROVIDES PERIMETER WALL
SLIPPORT, WIND ANCHORS FOR ZONE 1 11 III,
SEISMIC DESIGN CATEGORY DI, D2, 501L5
BACKFILL TO 24".
UPPER GONS ECTOR
PLATE (2) TWO MIN. MM-JO15T
PER PANEL -c--_
3c -
ALL FA5TENERS ARE
}-X111" COW, -RETE SCREWS FOR ILLUSTRATION
PURPOSES ONLT NOT
>j Xl;°XOAiO° ZMC DRAUN TO bCJS,LE. .
PLATED C0RIECTOR
1 MANIFACTUFW
CONNECTOR PLATE
FLOOR JOISTS (OTHERS _ RIM -JOIST
NOT SLOW FOR CLARITY)
`GA�I.�'RETE SW"5 AND W-eDG£S
COr?-ACTED GRAVEL PADi2I'XA- AREE FURNISWED UJTN `.
-TWE PRODUCT, UF_DGE SETS
ARE SPACED (2° O/C.
D(b COMPOSITE BOARD DECKING (OR---
2-X6' P?, GtZO B CONTACT, 90ARD)
FOOT111Z
_111111101p, W&4 X
E M TWO MIN.
=-ANEL
�`COMPACTED GRAVEL PAD —
�°%�
-
® 71p - ♦-+
ci
CORNERSTONE FOUND4rl6N` 51''STEM MANUFACTURES TWO PRODUCTS SMART FOUNDATION SER5-54,
54"LONG X 32" TALL X 2" THICK AND 5FS-60, 60" LONG X 32" TALL X I1" THICK, THE INSTALL-
ATION PROCEDURE 15 THE SAME FOR 13OT44 PRODUCTS. PANELS 40" TO 48" TALL ARE AVAILABLE
AND MAY BE BACK-FILLED TO 8".
A MINIMUM 5OIL5 BEARING CAPACITY OF 1,000 PSF IS REQUIRED WITH THE 6" THICK COMPACTED
GRAVEL PAD, IF SOILS CAPACITY 15 2,000 PSF OR GREATER THEN THE COMPACTED GRAVEL PAD
MAY BE OMITTED AND PLACEMENT MAY BY ON UNDISTURBED NATIVE.
INSTALLATION OF THE PANELS 15 THE SAME AS THE POURED -IN-PLACE CONCRETE FOOTING PLUS
THE FOLLOWING ITEMS:
STEEL SPIKE ANCHORS, �° DIAMETER X 16" LONG, DRIVEN AT 60 DEGREE ANGLE FLUSH WITH THE
TOP OF THE FOOTING. THE STEEL SPIKES CAN BE INSTALLED BEFORE OR AFTER THE WALL 15 IN
PLACE. A "PILOT HOLE" MAY BE DRILLED INTO "HARD" SOILS UP TOA DEPTH OF 8" MAXIMUM.
SINGLE WIDE HOMES - SIDE WALL SPIKES ARE TO BE SPACED AT 48" O/C. GABLE -END WALL
SPIKES ARE TO'15E SPACED AT THREE PER PANEL.
DOUBLE WIDE HOMES - SIDE WALL SPIKES ARE TO BE SPACED AT 46" O/C. GABLE -END WALL
SPIKES ARE TO BE SPACED AT TWO PER PANEL.
TRIPLE WIDE HOMES - ALL WALLS REQUIRE SPIKES, SPACED AT 48" O/C. pT[,SS1�
MAXIMUM ROOF LOADING 15 40 PSF, WITH COMPOSITE BOARD DECKING OR S ! I lo
P.T., GROUND CONTACT, LUMBER FOOTINGS. No. 7 J 9i 1
Ii Z
LETIZIA R. v-
BOTTOM SEAL ON THE WALL REQUIRES A MIN BACK -FILL OF 6", WITH A14'l:i7Z1✓L w
MAXIMUM BACK -FILL OF 24",
NOT FOR USE IN FLOOD HAZARD AREA.
PAGE 4,617-4-
L
CONSTRUCTION IN
SEMENTS'
PORTIONS OF STRUCTURE TO"BE OUT
ASEMENT-INCLUDING"FOOTING3; NDATIONS, WALLS,
:EAVES AND ROOF
LANDINGS AT DOORS.
._„ SHALL COMPLY WITH 2013
=HMIT # /J ✓ 1008.1.5, 10 1Q CBC SECTIONS: �
08.1'•6. 1009'.8:&1010.7 and N-
BUTTE COUNTY DEVELOPMENT SERVICES r: ' d 2013 CRC and. 31.1.3 & 311.7.8 .• ' .
.� REVIEWED FOR ._a. \
CODE -COMPLIANCE,, -
z , SATE ' ✓&Y 6-
Y a a �'. • v Fri r•�f s �� ' ' \
BUTTE
COUNTY
_ DEC 16 2015
3 DEVELOPMENT
A /
SERVICES L -P
76
V
PROVIDE MINIMUM DISTANCE FROM'
FOOTING OF'STRUCTURE•OF.5FT' • / 40M E
M�attiAC>�
FROM ALL•PORTIONS OF PRIVATE / • _ �Ej+ /
,.-SEWAGE DEPOSAL SYSTEM INCUDING QD
SEPTICTANK LEACH AREA AND .PITS
/ l•/ "''`�''
_
P
too 2 M -
_ ` A r
r WELL '
15
1A
SITE MAP SCALE: T' = 60
t
Proposed Manufactured Home on PFS
APN: 071-040-052
Site: 534 Middlefork Lane
Oroville, CA 95966
Owner: Jim Hirshinger
Contact: De Ann Marinello
Redline Installations, Inc.
(530) 891-6719, Ext. 215
• CALIFORNIA.CODE
::�
REGULATIONS .TITLE 25 ~ ,, r SKIRTING REQUIRED .00
Requirements as a' ' rided by,.the ; . ;i ..•� r" ."MANUFAC7iJREDMOME,.DECKSAND
:• jurisdiction apply to this project * PORCHES w
. f
deanngredlinemstallatlons.com ,
.•;,
` r
c
Cov AII. e .
red decks and..o
- Pen dec s
{ exceeding 36 square feet in creak --
Refer
y�?
4,
will re uir a b
q e'. Ullding-.pgrmlt
to Calffo 25 . -n 337
Skirting SHALL NOT be installed
until all
underfloor inspections have been a PProved. for
=
, •
manufac tured:home
LANDINGS AT DOORS.
._„ SHALL COMPLY WITH 2013
=HMIT # /J ✓ 1008.1.5, 10 1Q CBC SECTIONS: �
08.1'•6. 1009'.8:&1010.7 and N-
BUTTE COUNTY DEVELOPMENT SERVICES r: ' d 2013 CRC and. 31.1.3 & 311.7.8 .• ' .
.� REVIEWED FOR ._a. \
CODE -COMPLIANCE,, -
z , SATE ' ✓&Y 6-
Y a a �'. • v Fri r•�f s �� ' ' \
BUTTE
COUNTY
_ DEC 16 2015
3 DEVELOPMENT
A /
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SITE MAP SCALE: T' = 60
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Proposed Manufactured Home on PFS
APN: 071-040-052
Site: 534 Middlefork Lane
Oroville, CA 95966
Owner: Jim Hirshinger
Contact: De Ann Marinello
Redline Installations, Inc.
(530) 891-6719, Ext. 215
• CALIFORNIA.CODE
::�
REGULATIONS .TITLE 25 ~ ,, r SKIRTING REQUIRED .00
Requirements as a' ' rided by,.the ; . ;i ..•� r" ."MANUFAC7iJREDMOME,.DECKSAND
:• jurisdiction apply to this project * PORCHES w
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