HomeMy WebLinkAboutB17-0395 063-090-023Butte 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 Facsimile
www.buttecounty.net/dds
www.bufte-generalplan.net
ADMINISTRATION BUILDING PLANNING
MINIMUM EROSION AND SEDIMENT CONTROLS FOR
PROJECTS DISTURBING LESS THAN ONE ACRE
The BMP's (Best Management Practices) listed below must be in place during the rainy season
(October 15 through April 15) and may -be required at other times based on weather and site
conditions *throughout the year. The BMP's listed are minimum requirements and additional BMP's
could be required based on site conditions.
0 Stabilized entry: Provide minimum 3" to 6" fractured rock 50' long x 15'wide by 6" deep over
construction grade fabric.
0 All soils tracked onto paved roadways must be cleaned up on a daily basis. When streets'are wet or
during a rain event there shall be no tracking of soils onto the street.
0 Wattles installed properly behind curb or sidewalks.
0 Rock bags (minimum 2 per side) at all drain inlet locations within 150' of the project site.
0 Internal filters placed inside each drain inlet.
* Trash bars across the back of all drain inlets.
0 Stabilize all disturbed soils in the front yard areas within 15' of the back of curb or sidewalk. (Straw
or erosion blankets may be used for this application)
0 Stabilize all slopes where erosion could occur and cause silt run off. (Straw, visqueen or erosion
blankets may be used for this application)
All paint, fuel, construction products etc. shall be stored in a covered location away from sidewalks
and storm drain inlets.
Portable chemical toilets if provided on the site must be kept off of streets and sidewalks and at least
5b' from the nearest storm drain inlet.
All trash must be collected and stored properly. Do not let items such as drywall mud boxes, paint
buckets, cleaning material containers etc. come in contact with any rainfall or storm water runoff.
Provide a designated area for concrete washout. Hay bales lined with visqueen may be used for this
application. Rollaway bins may also be used.- All concrete washout systems shall be placed off of
the paved streets.
After installation of the above items is complete a maintenance program needs to be developed to
insure the continued effectiveness of your BIVIP's.
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Sediment Control Measures.doc
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Drain Inlet
Lot I Lot 2 Lot 3
Grave( fitted bags or wattles
with filter fabric over grate
House
Storm draln Sidewalk
Gravel fitted bags
with fitter fabric
Street to be clean and free of
any materials from the site
Port* -Potty minimum 50 ft from storm draln
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Port* -Potty minimum 50 ft from storm draln
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I.. MANUFAd-TURED HOME BY
6THERS
2. id H.D, LV. @ 6 O.C. EDGE
3. 1�d @ 12" O.C.
4. 2 X 4 TOP PLATE
5. 6/16" HARDIPANEL SIDING
C WTH 13d 140T DIPPED GALV.
NAILS @ do' O.C. EDGE 12" O.C.
3 gilELD. INSTALL PER MFG.
6. 8d H. D. G�LV @ 6- O.C. EDGE
7. 2 X 6 P.T.SILL AND RUNNER
8.'' U1 NDISTUR, BED SOIL
9. i X 4 PONY WALL WITH P.T.
9TUDS @1 1 &' O.C. NOTCH AT
BASE AS SHOWN
NOTE: I Mlb UtIl AIL IS DESIGNED
TO SUPPORT AIMAXIMUM VERTICAL
(D
LOAD OF 500 LBS. PER FOOT.
8
CDPVMMjW STREAMUNE 8MfEMG AL ROM RESERVM NO PARTS MAY BE L
REM M VATHOUT THE WRITTEN PERMSSION OF STREAMUNE ENG093ERING
SKIRTING DETAIL MIAS'TER PREPARED FOR USE
OF C A
BY JIM FIELDS CONSTRUCTION ONLY
JOB NO.: 1481
5035 CIRCLE LANE DATE; 2/28/12
PARADISE, CA CHECKED BY. JMR
PAGE: 1 OF I
60 Independence Circle, Ste. 201 Chico, CA 95973 Ph: (530),892-1100 Fax: 892-1115
1 -10 39'�
9, 0 1
DEPARTMENT'OF BUILDING AND SAFETY
TYPICAL UNCOVERED LANDING DETAIL:
Minimum size: 3'x3'/Max1murn size: 4'x4'. A covered landing requires a permit.
An uncovered landing larger than 4'x4'and more than 30 inches above grade requircs a permit
Is
42" min
3 / F8, 4
I
l I e scrt
ag screw
3 V2 "
4 x 4 with
PC44 or eoual
D.F.92-8"min to erade
More than 4 risers: handrail requ�red , qo�
34' to 38" off nose of
tread..
a inch ma
2x decking .. 1(�* rrl,,4 gc,�,5
4 CorA�-T. / jV01.
Rise/run camiot vary rhorc than 3/8?, from
landing to grade
prcssure treated if less
than 8" to grade 2x 12
7 3/4" max. rise
10"min] run
pressure treated
I
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"Po" - '2 (>%(,- C -k— EVY)
Grade -0-- PB 44 or equal late
12" square by 12"
deep footings concrete footing (may be level with gra de)
min. I x4 cross bracing required -2 directions: see below
Perimanent.tountlation mobile home landings require footings as detailed above.
2 x decking
Acceptable handrail shapes
!14 Must extend from top riser to bottom riser
2 x 6
cross brace I Y4 to 2"
pressure treated not acceptable
7ssu
x
2 x 6
L
other shapes may be acceptable
Soft Set mobile home landings do not require footings, must use pressure treated wood or
redwood within 6" of grade as detailed above.
NOTE: MOBILE ROME ON PERMANENT FOUNDATION
Landings airie required at all exits and at bottom of stairs ( width of exits X 36" in length
NOTE: 7 3/4" maximum step down to landing provided door does not swing out over landing
61 �14
16'-0"
_j 11 1 2370#
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1180#
4'-0" , 18'-0" 12'-0"
2370# 23A# 123�70#
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181 JL
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20'-0" 28'-0" 32'-0" , 36'-0" 40'-0"
2370# 2370# 2370#- 2370# 2370#'
CENTERLINE SUPPORT REQUIREMENTS
SHEET IS TO BE INSERTED WITH SUPPLEMENT TO FIELD INSTALLATION MANUAL FOR
LOOF/ONE SNOW LOAD. SEE ABOVE PRINT FOR LOAD REQUIREMENTS AND LOCATIONS.
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0 F ; �, k W, Butte County Department of Development Services FORM NO
1 Q A
PERMIT CENTER DBP -52
7 County Center Drive, oroville, CA 95965
Main Phone 530.538.7601 Fax 530.538.7785
www.buttecounty.net/dds I V_
13\31 V
Butte County Building Division 50\,V\�AG
V, e ?�(w W � �ov
MANUFACTURED HOME SUPPORT DATA
Owner's name: M,,7hdC/ CoagM42 Home A.P. #
Manufacturer: . 5&yi.-4e Manufacture Year: .20/7
Model Number /Name: 22,S.3 Width:-
-fft.) Length: !9
I (ft.)
FOOTINGS: Wood -pressure treated or foundation grade E] other: 2�-
SUPPORTS: Concrete block Wother: E]
Provide manufacturer's installation manual, support blocking requiremen
engineered foundation or tie down system specifications.
Pier Footine Sizes and Locations
SINGLE WIDE
Line I
Line2 -------------- S-e—c-t-i-o-n --- I -------------------------------
Line I
-------------------------------------------------------------
--I S-e—c-t-i-o-n --- 2__ ---------------------
Section 3
W,
VVTU,Qr�� lky
I. �' +. ..
g", -
1� 17
MULTI -WIDE
Line I
Line 2
A-- Line 3
Line 2
A- *'
A-- Line 4 (triple wide only)
Line 2
Line I Piers: Snow Load: :6eQ psf
Minimum size piers: X Snow Load requirements may be obtained at
Spacing maximum: http://sk.chicoi-napworks.coi-n/
Frorn ends maximum: Insert AP #, view snow load in lower right corner.
Line 2 Piers:
Minimum size piers
Spacing maximum:
ends rnaximurn:
Line 3 Roof Loads:
Minirnurn size pwrs:
Heme
Location (frorn Pyo%tj
Minimum size piers:
Location (continued):
Line 4 Roof Loads:
Minimum size piers:
Location (from front):
Minirnurn size piers:
Location (continued):
Revised 12.19.2016
Line I Or)eninizs:
X ay Minimum size pier X
Reqy!�ed at each side of openings over From
wide.
a,y X2T
22-t29 .2YKA4' 2wAe 211Y:22 29Y" AVY24
:Y'O -
/-1 '0 &'0 V /0 .2 6� `0 3;L'6'
A10 liq
TIE DOWM EMOINEERIMG,, Inc. FESj
CO
ADS Footing Pad #59303 241WW�l
C3
0123
(Ig 24,000 EXP 12 1. 17
On OM 0.50 malft H*sl 0.25 R.
/- 0.37 . .1 1 - , C.
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3.813 2*24 A
I as Pad
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151 ''i !00"
i1sq: NN'
2,6%
Attach pier 0 ADS'Ahd utol
(4) ;M4 x 646'6igX
.30 Check local r6q�lrem*" for
.348 propfi� pier ap.
1A48
01110 6D
Ir 0MR.
4 0.046 R. (W.)
SOCUM - A
O'MO Big,
, tows H.
!�MIBWWI —
Enlanged
Genwal Notes
1) 576 square Inches = 4 square feet.
2) Flat side down.
3) Can be used with Steel Piers
Or Concrete Blocks.
4) Installer Responsible for deterihining
Bearing loads and capacities
6) RADCO UsUng #1345
Molded In Pad Base.
T / T * aDvd
2411 X 24"
The dimensions sh4m are for injection
mold Process, Actuil measured
thicknesses after ou'rng:
Outer Flange = 0q124" to 0.107-1 (top)
Bottom (bass)= 0,!103"
Ribs(atbase)= %;1 $21, to 0.1 jell (top)
Maxlmum Pier �onde Per Sq. Ft
Pad Area 1000 1! 1500 2000
(sq -ft.) psf.sw 1! Psf soil pst soil
4 4WO i 6000 8000
M0F3iLI;K4"?Mr A- ACCBSOky s,mixTuRy, Titm.nlNn COMPONENT
j4l:Ak:j 1) ANU DIVISION I,1,)>AWf 2
Approval doe.�1101 L0,110TIZO or a�)Yoveiw�- omlvAon or devinflon
from Y%�qnimnicnm oftipplic0le �U6 Inkvs and regulatiorm
SJ -ATF 0?'.CA
. 1jFt)RNIA
DT,.�'ARTMT.NTOT-1401�l�O�k';'er�4N ��.,V,MI\4V.Nl'r-Yr)PVELOPN404T
I I( N Ol:,CC 1411 -AND "AANDARDS
h,
By -4- Dift J&
NO,
This Approvdi Expires
WV CS:90 LTOZ'TC*-T'eN
F
M2 -Foundation System
Installation Instructions for Californh
for Ground & Concrete Systems
California Residential Code (CRC)201
Wind 85 mph, Exposure C;
Seismic Design Category C & D
By Tie Down Engmfeering
Go 6NA
o�v qf�OFESS
C. F
UJ _;e
Ix C 12 3
EYR 1- -7 j
J
I
3
��N�S OFritifu!: / I
Engineer Approval
State Approval I
MANUFACTI*,'11M HOMMbBILE HOME
11,OLI.-\DATION SYSTEM
SMALTHAND AFETYCODE'S 'ON 118531
LCTI
APPROVED
APPROVAL DOES NOT AUTHORIZE OR APPRO
OMISSIONS OR DEVIATION FROMAE QIREME
OLF
APPLICABLE STATE LAWS AND U I NS
State ofCalifornia
Dcpamaent of Housin�,.=W Cominuuity Deveto
,P
MON OF CODES AND STANDARDS
; . lc��_ _� � ii(.
V1,11 DATE��
j 7
'Laa Approval Expiru
Page 1 of 8
C, 11XA
X12 Foundation -System
Installation Instructions for California
for Ground & Concrete Systems CRC -2013..
85 mph Wind Exposure C; Seismic Category C & D
By Tie Down Engineering
7
REQUIREMENTS:
• These plans and specifications meet the requirements of
Title 25 Section 1333 and Wind & Seismic Requirements, CRC 2013.
• The Xi2 System, with either a concrete footer or the steel pan, is installed
at or in place of one of the piers required by the home manufacturer's set up
instructions. The systems must be placed as evenly as possible; when 4 systems are needed they are
to be installed on either the first or second pier in from each end of the home and when a 3rd or 5th sl
needed it should go approximately at the mid -point of the home. Components of the Xi2 system su c1h
longitudinal strut and connecting hardware, may extend beyond the pier location. I
• Maximum vertical projection at sidewall is 9'. Higher walls may be used when the design loads: are
adjusted accordingly.
Main rail spacing must be 75.5" — 99.5" *Except 95"-99.5" for single section.
The lateral and longitudinal components of the Xi2 System replace standard frame ties. Additional Yer
anchor ties that are unique to a home's design may be required by the home manufacturer. These toc;
may include shear walls, marriage line ridge beam support posts, and rim plates. Check manufactul rei
set-up requirements.
Maximum pier height is 48". Except 36" maximum for single sections.
Steel piers must be fastened to the I-beam with clamps provided with steel pier.
Designed for up to 7:12 roof slope. * Except 20 degrees max (4.37:12 pitch) for single section.
Flood Zone: A, AE or AH Zone flood plain (riverine or inland flood area); Max flood velocity - 1 fps: No
waves, Bottom of home main beam is at or above BFE; bottom of main beam max 36" above natural
grade. Nut suitable for V zones, coastal A zones or floodways. Install Tie Down Engineering anchors p
(on page 8) to resist flotation. I
Designed to provide resistance to seismic Category C & D Earthquake Loads. I
Additional Requirements. lbr Concrete Systems
Poured concrete must be 2,500 PSI minimum at 28 days.
Square concrete pads minimum is 18" wide by 12" deep. Round concrete pads minimum is 18" wide by
14'� deep. Strip footings minimum is 18" wide by 14' long by 6" deep. Full slab minimum is 4".
* Xi2 components exceed HUD code 3280.306g requirements stating "Anchoring equipment exposed
weathering shall have a resistance to weather deterioration ' at least equivalent to that provided by a
zinc on steel of not less than 0.30 ounces per square foot of surface coating...."
Page 2 of 8 1
is
the
table
of
Installation of Xi2 Ground Systems
1. Identify the number of systems to be used on the home using the chart provided.
2. Identify the location where the systems will be installed.
3. Clear all organic matter and debris from the pad site.
4. Place U -bolts through holes in pan provided.
5. Place pad centered under beam with the lateral strut bracket towards the inside of the home.
6. Press or drive pan into ground until level and flush with prepared surface.
7. Build pier according to State, Local or Home Manufacturers guidelines. (Figure 1)
8. Attach the end of the smaller tube to the inside of pan using U -bolt & nuts provided
9. Attach the flag end of the larger tube to the opposite I-beam using the "J" bolt over the top of the I
with the nut & washer provided. (Figure 2)
10. Install a minimum of four (#12 x 1 " tek screws) self -tapping screws into the holes provided in the lateral i
that the two tubes are connected together. (Figure 1)
1-314" Tube J -001t Nut & Wa!
I
Lateral 5trutf,
-1-112" Tube
4 - #12 x
7ek Screws
1-13eam
h
Figure 1
r 0
-tid �rlf�tO'"O
U-13olt & mounting
bracket
R
6111
end)
-2
11. Install frame bracket clamps to 1-bea on in
side of bldck/pier. Do not tighten nuts at thi§ time.
12. Attach longitudinal strut to U -bolt in pal ing
nuts provided. i I
13. Insert strut in the frame bracket clamp,atta h with
nut and bolt. Do not tightenat this time.
14. Pull the frame bracket clamp with thel fastened
strut outward to remove any slack. 1
15. Tighten all nuts and bolts on the stmft' and beam
clamps. i I
Page 3 of 8
I
6
Xi2 Ground Parts Detail
X12. Ground Lateral System
Part Number 59306
Includes: 5' SbA pad & hardware kit
(#59329-1 includes all nuts and bolts).
Longitudinal Hardware Kit
Part Number 59331
Includes: 2 I-beam brackets &
2 U -bolts with all nuts and bolts.
Lateral and Longitudinal Combination
Part Number 59333
.Includes: 5' Strut, Pad, Longitudinal Strut
(#59329), Lateral and Longitudinal Hardware
Kit with all nuts and bolts.
Struts for Longitudinal.Systems
Part Strut Pier He ' ight
.No. Length Up To:
59330-44 44" 4 Blocks or 32"
59330-65 .65" 6 Blocks or 48"
For Double I beam Attachment Use:
59352 Double. Beam Longitudinal Bracket
29329-3 Double Beam lateral Ground kit
For C or CR Beams use:
59618 C Beam Bracket kit
Oround Longitudinal
Hardware Kit #59331
Lateral & Longitudinal
ComWnatlon #59333
C -Beam Bracket Kit
#596143
Longitudinal
Xi2 Stabilization Pier Placement for Ground or lCo
Xi2 Pier Placement
Extra Pier Placement
4t*
4th
3rd
fth
4t*
4th
Single Section Home Double Section Home Triple Section Home
0 -90' (76'.Box) 4 Xi2 Systems G -62' 3 X12 Systems* 0 -62' Xi2' Systems
631 - 80' �� I
4 )G2 Systems 63' - 801 5 A2 Systems
*2 Xi2 systems can be placed at either end of the home.
Paue 4 of 8
fth
Single Section Home Double Section Home Triple Section Home
0 -90' (76'.Box) 4 Xi2 Systems G -62' 3 X12 Systems* 0 -62' Xi2' Systems
631 - 80' �� I
4 )G2 Systems 63' - 801 5 A2 Systems
*2 Xi2 systems can be placed at either end of the home.
Paue 4 of 8
Diagrams represent
examples of double and
triple section offsets.
Total size is determined
by the length of unit plus
offset.
The number of systems
needed would be based
on Home Size Charts on
the bottom of page 4.
Offset Placement
Installation of Xi2
Concrete Systems
1. Identify the number of systems to be used on
the home using. the chart provided.
2. Identify the location where the systems
will be installed.
3. Build pier according to State, Local or
Home Manufacturers guidelines.
4. Drill two3/8"x 3" deep holes in the concrete
using holes in galvanized bracket as a guide.
Attach bracket to concrete pad using 3/8"x ,
3-1/2" wedge anchors provided. Place nut &
washer on anchor, leave enough room
for 1 to 2 threads showing on top of bolt
Using a hammer, tap the wedge bolts into hole
through bracket leaving nut & washer flush
with bracket Using a 9/16" socket wrench, tighten wedge/anchor bolt, securing bracket
to the concrete.
5. Attach the end of the smaller tube to the bracket mounted on the pad, using the grade 5, 1/2" x
2-1/2" boWnut provided.
6. Attach the flag end of the larger tube to the opposite I-beam using the "J" bolt over the top of the
I-beam with the nut & washer provided. (Figure I next; page)
7. Install a minimum of four (#12 x 1 " tek screws) seff-tapping screws into the holes
provided in the lateral s1nd so that the two tubes are connected together
8. Install frame bracket clamps on I-beam on the inside of block/pier.
9. Insert strut in frame bracket clamp and attach with nut & bolt. Attach opposite end
to concrete bracket.
10. Pull the frame bracket clamp with fastened strut outward to remove any slack.
11. Tighten all nuts and bolts on system.
Page 5 of 8
I C FIE
DOWN
ENGMEERING
I
X.M.Conlcretd-ftrts Mail
Part #59307 1 X2 Concrete
includes: 5' Strui, Bracket, & Hardware Kit #59315-1
SYS
With all nuts and bolt.
Longitudinal Stnft for
"Condrete Systems"
Part.No. Length Pier Height
#59013 4.411 up to 4 Blocks
#59015 65"
up to 6 Blocks,
Longitudinal Hardware Kit
Pail #59263
Includes 2 -sets per kit: 1�"bearn bracket, nuts
bolts and washers
Lateral and Longitudinal Combination
Part#59332 Longitudinal
Includes: �51 Strut Longitudinal Strut (#59364), Strut' COhCrvt� Lo ina
Lateral'and Longitudinal Hardware Har,4wa' Kit
Kit with all huts and bolts.
For Double. I beam'Attachment use:
593k rtl&4 of HOtlle'
Double Beam Longitudinal'Bracket
59329-4 Double.'Bearn Lateral Concrete kit,
Nut & Washer
0eam Clamp
ket
Rgun& 1
Lateral
g
Longitudinal
1-i3eam
Xi2 Installation Placement
Page 6 of 8
LJ 27
Tlk DOWN ENGINEERING' -'255 Villanova Drive SW - Atlanta, GA 30336
.0401
www.tiedown.com 344-0000 Fax (404) 349
FEMA Flood Zones A, AE & AH
Anchor placement to be the same on single
or multiple sections. Evenly spaced from the
end of uniti between 42 placements.
When using concrete anchors in Lieu of ground auger anchors, the Mass of Concrete
Per Anchor from chart would be: 21.1 Cu. Ft
(Example- Yx Yx 2.5' = 22.5' Cu. Ft, 2' dia. x 3.5'= 22' Cu. Ft)
To Reduce the Mass of Concrete, increase the number of tie downs proportionally.
To Reduce concrete to 11 Cu. ft. (Example: Z25' x 2.25' x 2.25'=1 1.4 Cu. Ft)
double the required number of tie downs.
Concrete Anchors
Concrete must be 2500 PSI minimum slab With a 4" minimum thickness and must
allow 4725 lbs. of vertical tension on anchor without lifting. Minimum distance
from the anchor s ' haft to one edge of the slab is 4" from one edge and 6" from any
other edge. MIJ2 anchor is designed to be insialled into the concrete at the time it
is being, poured. Slab must be 8" minimum thickness at location under anchor to
allow 5" embediment of "J" rod anchor. MICS2 anchor is designed to be installed
in dry concrete. Drill a 5/8" x.3" hole in the slab place expansion bolt in hole, place
washer and nut over bolt and tighten until maximum expansion is.achieved.
Remove nut and washer and place anchor head over exposed bolt and place
washer and nut back on threaded bolt and tighten nut.
Ground Anchors
All Frame be ground anchors must be stabilized to prevent horizontal slicing
through the soil.
1. Position anchor at a slight back angle so that when Fully installed, anchor
will be inside-siditing wall.
2. For vertical or stabilized (Deepset) anchors, fully drive anchor into the
ground. Horizontal (Frame.Tie) anchors i . nstall V3 of way in ground and
install stabilizer plate vertically within 37-4" of the shaft, parallel to home.
3. Drive anchor fully into ground until hea..d.rests on plate and- attach strap.
Pretension strap to pull anchor against plate with head� slightly over top.
Frame roe whh, Buckle
1. Install strap by pushing the end between the inside of The frame
"I" beam and floor.
2. Position the buckle at the upper end of the "I" beam'frame. Wrap.the end of
the strap around the "I" beam. Thread the endof the.strap through the slot
in the buckle as shown. Push the end of the strap in between the "I" beam
and floor.
.3. Pull the strap, making certain the buckle stays in posibi
on. Thread:loose
end, of strap through the slotted,tensioning bolt attached to the tension
head of anchor. Tighten slotted bolt a minimum of 4-5 tLirns until all slack
in strap is removed.
1.
Page 7 of 8
Flo tation Anchors
Single Section
12'x 40'— 16'x 80'
Multiple Section
20' k 40' - 20'x 64'
24' x 40' - 24'x 56'
Over. 5W
28' x 40' - 28' x 481
28' x 49' - 28 x 721
Over 72'
32'x 56? - 32'x 64'
Over 64'
Ij-'s
M1.12
"J" Anchor
3.
Stabilizer
Plate
Total
Anchors Per Side
1 2
2
2
2
MA
CS2
r407.9.- O�VM6
I
Soil Classification Chart
Soil
Soil Description
Recommended Anchors and Stabilizers
Class
helix
Model #
STK#
Description
2
Sedimentary and Foliated Rock
M12255/8
59090
30" x 5/8" rod / 2 - 4"',helix
Stabilizer Plate
I
M12233/4
59095
30" x 3/4"'rod / 2 - 4" helix
48". x 5/8" rod / 1 - 6"
helix
10519
59292
Stabilizer Plate
3
Sandy Gravel and/or Gravel
IV1112145/8
59080
48" x 5/8" d / 1 - 6" helix
(GW and GP)
M112H314
59085
48" x 3/4" rod / 1 - 6"
helix
* 10556
Deepset
59691
30" x 3/4" rod / 2 - 4" '
helix with stabilij er cap
2
10640
59292
Stabilizer Plate
I
4 Sand, Silty Sand, Clayed Sand,
M12H5/8
59080
48". x 5/8" rod / 1 - 6"
helix
10519
Silty Gravel
M12H3/4
59085
48" x 3/4" rod 11 - 6"helix
Beam Clamp Base
4
'59272-2
Deepset
.59092
36" x 3/4". rod / 1 -.4"&
1 - 6 helix with
stabilizer cap
10646Y
M148
59086
48" x 3/4" rod [2 - 4"
helix
2
84533Z
M142
59128
.42" x 3/4" rod / 2 - 4"fielix
Push Nut 1/2
4
10519
Hex Nut 112" w/ Serr flange
59292
Stabilizer Plate
59329-1
Hardware 0
Higher Class anchors can be used in lower class soils. Example; Class 4 anchors can be used in Class 3 soils.
The required flotation anchors- shown in the table are in addition to any other anchors orhold down devices required by the
manufacturer. See requirements, bullet 5, page 2 of 8.
Xi2 Hardware Breakdown
#59329-1 Hardware for 59306 Lateral System
1
84533Z
U -Bolt 1j2-13 x 2 * M x 2'.19 thread 1-3/4 zinc
4
* 10556
Tek Screw #12 x 1 "
1
10631Z
J Bolt 1/2 x 5-1/2 grade 5 zinc
2
10640
Push Nut 112
1
112107
Flat Washer 1x2" SS
1
10646Y
Hex Nut 1/2-13 grade 5. zinc
2
10519
Hex Nut 1/2" w/ Serr flange
#59331 Longitudinal Hardwarefor 59306
2
59272-1
Beam Clamp Base
4
'59272-2
Beam Clamp Top Flange
8
10926
Carriage Bolt 1/2-12 x 1-1/4 Full Thread
10
10646Y
Hex Nut 112-13,grade 5 zinc
2
10801
Carriage Bolt 112-12 x 2-1/2.Grad . e 5
2
84533Z
U -Bolt 1/2-13 x 2.63 x 2.19 thread 1-3/4 zinc
4
10640
Push Nut 1/2
4
10519
Hex Nut 112" w/ Serr flange
#59329 Hardware for 59333 Lateral,and Lop9itudiinall combination
1
59329-1
Hardware 0
1
59272-1
Beam Clamp Base
2
59272-2
Beam Clamp Top Flange
4
10926 -
Carriage Bolt 1/2-12 x 1-1/4 full thread
5
10646Y
Hex Nut 1/2-13 Grade 5 zinc
1
10801
Carriage Bolt 1112-11212-1/2 Grade 5 zinc
1
84533Z
U -Bolt 1/2-13 x 2.63 )( 2.19 Thread 1-3/4 zinc
2
10640
Push Nut 1/2
2
10519
Hex Nut 1/21" w/Serr Flange
#59315-1 Hardware for Lateral System
1 *10631 Z
J Bolt 1/2 x 5-11/� Grade,5 zinc
1 12107
Flat Washer 1/2" SS
4 10556
Tek Screw #12 x 1 -
2 10646Y
hex Nut 1/2x-13 Grade 5 zinc
1 16826
Carriage Bolt 112-12 x 3 Grade 5
#59027 Hardwam Wd for 59307 Lateral System
2 59264 3 Way Concrete Bracket
4 10536 Wedge Anchor 3/8 x 150
1 59315-1 Hardware 10t
#59263 Longitudinal Hardware for 59307
2
59272-1
Beam Clamp Base
4
59272-2
Beam Clamp Top'Flange
8
10926
Carriage Bolt 112A3 x 1-1/4 Full 11
12
10646Y
Hex Nut 1/2-13 Grade 5 zinc
4
10801
Carriage Bolt 112-13 x 2-1/2 Grade
459M Hardware for 59332 Lateral and Longiltui
1 59264
3Vay Concrete Bracket
2 10530
Wedge Anchor 3/8 x 150
1 59315-1
Lateral Hardware IQ
1 59272-1
Beam Clamp Base
2 59272-2
Beam Clamp Top Flange
4 10926
Carriage.Bolt 1/2-13 x 1-1/4 Full TI
2 10901
Carriage Bolt 112-13 x.2-112 Grade
6 110646Y
Hex Nut 1/2-13 Grade 5 zinc
Page 8 of 8
V= --- �X
,ad ' I
. zinc
zinc
ial combination
md zinc
zinc
Qk
I
B utte- County Depart M*ent of Deve1ppment Services
PERMIT CENTER
7 County Center. Drive, OroVille,; CA 95965 maih none (530)538-7601 Pdrinit Cente'r Plione (530)538-6961 Fax (530)538�7785
SITE PLAN Assessors Parcel Number.-, F51 Q. 1�11 Fo
Permit #:
FORM NO
DBP -3
......................... i . .......
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CAUPORNIA CODE of yy q,,p4)4C
REGULATIONS TITLE 25
0:
Requirements as aroended by the a...
'I jurisdiction 'apply to this project
PERM
BUTTE cOUNTY DEVELOPMENT SERVICES
R
SKIRTING REQUIRED,FOR EVIEWED FOR
CODE COMPLIANCE
M
ANUFACTURED HOME, DECKS AND . . .....
PORCHES BY
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SEE ATTACHED -
CALIFORNIA HCD INFORMATION
BULLETIN 2009-003 (MH) IGNITION -
RESISTANT CONSTRUCTION
wo
P See attach6d- Minimum erosion control and
sediment controls for projects disturbing less
B]71�0395 144LE,
i than, one acre
063,00-62J
.141
SEE ATTACHED GUIDELINES
FEIR UTILITY INSTALLAT10NE
0J,
3 4-2',017:
FOR COMPLIANCE TO CALIFORNIA
CODE OF REGULATIONS, TITLE 25
REQUIREMENTS
......... . . . ........ . . .......... . ............. ....... .... ...... -- -------- .. ... ............... . . ..... . ... z . ... . ....... . . .... ........................
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Owner Name" ZZZZ'Cho�golfL GQt &a or .7 Scale V,
Address / Phone-.:.. 24" _Ce444, Zi.,2f ra
Site Location:
Phone: �5.30 S749 913 7,_';
Contact Name: 'Ke Ir" iel-io(s sim- �5 ;�o 9,-3 ��s
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