HomeMy WebLinkAboutB18-0205 000-000-000l --,4DP 3o�w NA -6 A41,
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PERMIT #
6UTTE COUNTY DEVELOPMENT SERVICES
Rimer=ril�SRE .1ED FOFOE
�, WED
DATE
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BUTTE
COUNTY
MAR 15 2018
DEVELOPMENT
SERVICES
F-,)PA)r77"# I
004/Ath-
j?,6-2,
BUTTE
COUNTY
MAR 15 2m
DEVELOPMENT .�
SERVICES
010• U2t-l"
R E DMAN �1 4 H O/ME S�
CHAMPION
840 W. Palm Ave Lindsay. CA 93247
ALL DIMENSIONS ARE APPROXIMATE, AND MAY Bf SUWECI' 7O CijA , 5 BY CKAMPION NOME BUiLOERS CO. LINOSAY. CA J 1-1 /Y16
DAPIASLRL MODIMATIONS ""E"'09_CAII-4563M SNEU
T,T> E; LITERATURE PLAN
PROPRIEYA2Y AND CONFIDENTIAL DRAWN.BY. M. sow DATE-Q-2,—Di? 6 ��
T«FIE (ltia»� AND XPE"CAttfa6 ARt 0XIGMA NOMNAL 69E.. 2V t 4!7
WIU"r',VARY ANp CWFCFIJI W.{IA'IF.900 O=C>UW iM4 `•�••—�'�"-- AVUALWE. ?0•fG9'?6'
soamiax.. 79wmd N4 c".05-10-4 SCALE: 118'- 1'44 TOTAL AREA, I./t9]S 11
F -C2
PIER PLACEMENT GENERAL NOTES COUNTY
t.This plan has beon mltulated wo a 20 pound. roof Mad.
i AD I -Scam piers have a maximum spacing of It lent do with end piers MAR 15 2018
located no morn ftn 2 feel from 000h ono of N8wfn
3. seie l"SlaflOn fwual for: pier conflg"lons � EVE1 O�NI� SAVAGES
4, Alternate methods of tWail dnli M nual p avid construction may be u� 00�%t`! l r DEVELOPMENT
lto0 01 the Champion IrLstaallarion Manus provided the molhDd has
designed and stamped oy a registered ArchitW or Engineer and flab D 0 SERVICES
meats local and/or state W" code*. pSE r�/�
5. Ad dimensions taken from rear edge of floor. �. �•�
S: All utility measutemema ate
CODE
I.8EAM
i -BEAM
1.8EAM
I•F!E'AM
36.0 314' 29.0 3W
0.
W. 4• ELECTRICAL
14'-11' GAS
R8' WRa'ER
r
THIS PAGE IS FOR INFOI
PLEASE REFER
CHAMPION4
►TIONAL PURPOSES ONLY AND IS NOT INTENDED TO BE
INSTALLATION MANUAL FOR ALL DETAILS REGARDING
_ - mow Desai,
PIER F
PROPRIETARY ANO CONFIDFUTIAL DRAM 8Y. W Soto
a
71!EtED9"WtD AsAVt:CVICAnCl',W.4REoaAawa.
PROrRIOARI ANDGOOM01'W UAt; IVA7 Gr l:!WVPWN
CCyvR!c+4Ta+976,mmavCJiwr-Kx1 SCALE, 1/8"+f••0'
Q _ 1
AS A FOUNDATION PLAN.
ER FOUNDATION.
•5£3M
U-7NDATION
F--101
J.
4
Butte County Department of Development Services
PERMIT CENTER
�«..,�.^�•K.. 7 County Center Drive, Oroville, CA 95965•
Main Phone 530.538.7601 Fax 530.538.7785
www.buttecounty.net/dds
Butte County Building Division
MANUFACTURED HOME SUPPORT DATA
FORM NO
DBP -52
1�—'C2
BUTTE
COUNTY
MAR 15 2018
Owner's name:, CNg &A&I Home A. P. # 1/bo - O DEVELOPMENT
Manufacturer:J2(agQ� ►liL��'=� 46e Manufacture ar:�D l SERVICES
Model Number / Name: Width:_ 6 NI 45PSM
a7 (ft.) Length:4—�_(ft.)
FOOTINGS: wood -pressure treated or foundation grade [other: ❑ 0
SUPPORTS: Concrete block 0 other: ❑ x�� ����(�����U��rl;/,
Provide manufacturer's installation manual, support blocking requirements and state approved or
engineered foundation or tie down system specifications.
SINGLE WIDE
Line 1
Line 2
Line I
Line 1 Piers:
Minimum size piers:
Spacing maximum:
From ends maximum:
Line 2 Piers:
Minimum size piers:
Spacing maximum:
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):
Revised 12.19.2016
Pier Footing Sizes and Locations
-------------------------------------------
Section I
-------------------------------------------
-------------------------------------------
Section 2
-------------------------------------------
-------------------------------------------
Section 3
K ►/
X[2. ]
' D "
MULTI -WIDE
Line 1
Line 2
Line 3
8
Line 2
Line 4 (triple w"& only)
Line 2 m
Snow Load: U 0 psf
Snow Load requirements may be obtained at
http://sk.chicomapworks.com/
Insert AP #, view snow load in lower right corner.
Line 1 Openings:
Minimum size pier [ ` K. ] X [ ]
Required at each side of openings over From
wide.
t�
t 01
MULTI -WIDE
Line 1
Line 2
Line 3
8
Line 2
Line 4 (triple w"& only)
Line 2 m
Snow Load: U 0 psf
Snow Load requirements may be obtained at
http://sk.chicomapworks.com/
Insert AP #, view snow load in lower right corner.
Line 1 Openings:
Minimum size pier [ ` K. ] X [ ]
Required at each side of openings over From
wide.
JO\
T
P- PX Ck
DEPARTMENT OF'BUILDING AND SAFETY
TYKCAL UNCOVE'RE *D'LANDING DE TAIL
A covered laadl.nu requires a permit. MiLIMIL1111 SIZC. YxYiMaxi i
4=.. irnurn size: 4'x4l
An uncovered landi.ng larger than 4'x4' and more than 30 inches above grade requires a PCrIIIIt.
All uncovered fkaming lumber and decking exposed to weather isi-r u* ,
1 eq -.trcd*Jb'bc naturally
dUrable or prcssu'rc treated\-voocl. Decking may be redwood, 1).rc8.-;urp_ treaW i r Composite.
Inatcrial.
More than. 3. ..risers. -:.handrail required
11
3.4" to 38" off ni , )se,.of
tread
-6.iftch
tic decking= re c.6d, pe.e-ssiire &ei ted 7 or. c
.landing to gtLaO6
7 314?'n3a'x. n*$'e
ret' — treated J`re&i�od
Oi. kae.
ird(i. 1-9-4-cr.dsbr nkre
IM . 9 RX
bPlqw 4U
4'0-
C
niax.
42"min
04
P*T
14
T. o.(, eq UaL
-4-
!/V, X. 4'
PT
More than. 3. ..risers. -:.handrail required
11
3.4" to 38" off ni , )se,.of
tread
-6.iftch
tic decking= re c.6d, pe.e-ssiire &ei ted 7 or. c
.landing to gtLaO6
7 314?'n3a'x. n*$'e
ret' — treated J`re&i�od
Oi. kae.
ke6
Q
44/ A—Z U
obilt hom.cIanding.
..,q --reqtxir*.C-'fb.u.fiqgS:-as cfeialled.--abave- 0
0
Mtj$(.4d!ehd fr*btii-(4p reser e. 'Out r18 "NI. 0
Q
40
I :ail.X. 0
not acqdptable
4 !46-:sbApp,s inay'be.-ac'66otable-
Soft Set nio�i.ilc ftbrhe Nhdings:-do not'requir.e. iuoti'4p aid musf use prossurc t-roat*Qd'-vv.00d .
QNTYRIYU
L6 rrd:t rt" 6 1 J� d.at--b1IIeXiL§-aiid at bottom of stairs ex
.gs are requge its X 36' in. leingth)
No-.r.E: 7 3/4' . niaximmn step down. to latiding provided door. doesnot. swing but liver Lindir
Ig
ird(i. 1-9-4-cr.dsbr nkre
IM . 9 RX
bPlqw 4U
ke6
Q
44/ A—Z U
obilt hom.cIanding.
..,q --reqtxir*.C-'fb.u.fiqgS:-as cfeialled.--abave- 0
0
Mtj$(.4d!ehd fr*btii-(4p reser e. 'Out r18 "NI. 0
Q
40
I :ail.X. 0
not acqdptable
4 !46-:sbApp,s inay'be.-ac'66otable-
Soft Set nio�i.ilc ftbrhe Nhdings:-do not'requir.e. iuoti'4p aid musf use prossurc t-roat*Qd'-vv.00d .
QNTYRIYU
L6 rrd:t rt" 6 1 J� d.at--b1IIeXiL§-aiid at bottom of stairs ex
.gs are requge its X 36' in. leingth)
No-.r.E: 7 3/4' . niaximmn step down. to latiding provided door. doesnot. swing but liver Lindir
Ig
STAMMS
1-1/4"MI-N
1- 1/2" . x
Bc tle County Department of Development Services
;TIM SNELLINGS, DIRECTOR I PETE CALARCO; ASSISTANT DIRECTOR
7 County Confer Drive
Oroville,-CA96966'
(530) 538-7601 Telephone
(530) 638-7785 Facsimile
c +.hu aco tty;leu,,,t d;
wuuw. u cmen&talplan,net`
ADMINISTRATIONBUILDING" PLANNING
Skirting for Manufactured/Mobile Homes in a State Responsibility Area
Notqo;
1. These are acceptable opflons where there Is no' parlmeter masonry foundation.
2. Siding must be supported a minimum of So above finish grade, exaeptwhen concrete slab (option 3)Is used.
3. Siding must be a product approved by the Celiibmla State f=ire -Marshall and Installed ac cording Wthe
manull 6turees, Hating. Approved products maybe viewed: at: ,
fAttn�/yrwrnt o&tin fire. ao is fofl�nglnor/iadflbmllwutnrrr��duats.adf -
Om�..
Y
�NA�aJgL ata.2�c�4'' 1
c,.lrltst7�
�� i CdlAl'I�i1�l�OLI@v tl 11 _�t
t � LMt
Qrade AWa From manufao ur :d No: .® to: a Dtatanze of 6 .Feet. Minlmum;,(.T ,pina.l all. Q .eton )
st.p1►J�1
��,'TlFlck co�lcr�t>^
•'aid r r � r •' ��
r�: t _x • v i L
:I...& . R t .eA
§ 1337. support Inspection.
At the Ume.of inspection, the Installa n of the -MI -1 -unit on its support system shall be complete and the
for Inspection.
area under the MH -unit shall be accessiblebeen approved by the enforcement
(a) Skirting shall not be Installed until all underfloor Installations have
agency.
(b) Masonry walls shall not be Installed until all under -floor Installations have booovlde perimeter support to the
n approved'by the
enforcement agency, unless the installation of the masonry wall is required to�pr
MH-unIL
NOTE: Authority cited
Section 18300, Health and Safety Code. Reference: Section U613, Health and
.*
Code.
Xi2 Ground System
Xi2 Foundation System
Installation Instructions for California
for Ground & Concrete Systems BUTTE
California Residential Code (CRC)26_ -f3, 1TY
Wind 55 mph, Exposure C;
Seismic Design Category C & D DEVELOPMENT
Ey 'Tie Down Ei'eering sFRVrcEs
GQ�
AO!,g�oFE
Xi2 Concrete System
Engineer Approval
State Approval
MAMUFACTURED HO IODILE HOXIS
FOLNDATIONS\'S'f m
WLT8 AND SAFETY CODE. SECTION 18SSt
APPROVED
APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY
OMISSIONS OR DEVIATION FROM REQUIREMENTS OF
APPLICABLE STATE LAWS AND REGULATIONS
Slale of California
Department of Housing and Community Developmad
O F CODES AND STANDARD$
DATE Zai 1 G
Approval Exp"&- I L( 7-'t I
Page 1 of 8
0
0
0
r
97, ® Foundation System
t
i Installation Instructions for California
for Ground & Concrete Systemis CIBC -2013,
85 mph Wind Exposure C; Seismic Category C &
�^ By Tie Down Engineering
REQUIREMENTS: r.:.
• 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 requiredby 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 system is '
needed it should go approximately at the mid -point of the home. Components of the Xi2 system such as the
longitudinal strut and connecting hardware, may extend beyond the pier location.
• 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 Vertical
anchor ties that are unique to a home's design. may, be required. by the home manufacturer. These locations
may include shear walls, marriage line ridge beam support posts, and rim plates. Check manufacturers
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. Not suitable for V zones, coastal A zones or floodways.. Install Tie Down Engineering anchors per table
(on page 8) to resist flotation.
• Designed to provide resistance to seismic Category C &"6 Earthquake Loads.
Additional Requirements for 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 3280.3068 requirements stating "Anchoring equipment exposed to
weathering shall have a resistance to weather deterioration at least equivalent to that provided by a coating of
zinc on steel of not less than 0.30 ounces per square foot of surface coating...."
Page 2 of 8
G
'Installation of X02 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-beam
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 strut so
that the two tubes are connected together. (Figure 1)
i .
1-3/4"Tube
J-Boit Nut & Washer
. � �
Lateral5trut5 Strut
(flag end)
_Tube
4-#12x11 /
Tek 5crews i -Beam
Figure 2
U -Bolt & mounting - }
Figure 1
Bracket
• '
d of Nom x> 11. Install frame bracket clamps. to I-beam on in
�n side of block/pier. Do not tighten nuts at this time.
' 12.. Attach longitudinal strut to U -bolt in pan using
- nuts provided.
a ; .: , nom-"..+,. _:,.._•�:�.-;. ;.,,:;r; -r;=.,- : Y .:x ,
y 13. Insert strut in the frame bracket clamp; attach with
' nut and bolt. Do not tighten at this time.
ry e 14. Pull the frame bracket clamp with the fastened
strut outward to remove any slack.
15. Tighten all nuts and bolts on the struts and beam
clamps.
Page 3 of 8
- O
0
A
1"i2 Ground Parts Detail
Xi2 Ground Lateral System
Part Number 59306
Includes: 5' Strut, 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 Height
No.
Length Up To:
59330-44
44" 4 Blocks or 32"
59330-65
65" 6 Blocks or 48"
For Double I Beam Attachment Use.-
se:59352
59352
Double Beam Longitudinal Bracket
29329-3
Double Beam lateral Ground kit
For C 'or CR Beams use:
59618 C Beam Bracket kit
"�'IItg ®�Qttt
Ground Longitudinal
Hardware Kit #59331
Lateral & Longitudinal
Combination #59333
Q: 0
0
_-Il
Longitudinal Strut
#59330-44
#59330-65
r it
Xi2 Stabilization Pier Placement for Ground6or Concrete
1 }
Xi2 Pier Placement i
i
LJ
Extra Pier Placement
I
Single Section Home
0 -80' (76' Box) 4 Xi2 Systems
4th
4th
Double Section Home
0 -62' 3 Xi2 Systems*
631-801 4 Xi2 Systems
*2 Xi2 systems can be placed at either end of the home.
Triple Section Home
0 -62' 4 Xi2 Systems
63' - 80' 5 Xi2 Systems
Page 4 of 8
..,
Offset Placeefit
y
Diagrams represent
examples of double and �---
triple section offsets.. f
Total size is determined -
by the lengtWof unit plus
offset , a
The number of systems
needed would be based 1-- -
' on Home Size Charts on 4 4
the bottom of page 4.
EPBStaflation of Xi2
C®ncrete 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 two 3/8"x 3" deep holes in th; concrete
using holes in galvanized bracket as a guide.
Attach bracket to concrete pad using 3/8"z.
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 We
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" bah/nut 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 f next page)
7. • Install a minimum of four (#12 x 1" tek screws) self -tapping screws into the holes
provided in the lateral strut so that tte 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
1
f
Offset Placeefit
y
Diagrams represent
examples of double and �---
triple section offsets.. f
Total size is determined -
by the lengtWof unit plus
offset , a
The number of systems
needed would be based 1-- -
' on Home Size Charts on 4 4
the bottom of page 4.
EPBStaflation of Xi2
C®ncrete 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 two 3/8"x 3" deep holes in th; concrete
using holes in galvanized bracket as a guide.
Attach bracket to concrete pad using 3/8"z.
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 We
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" bah/nut 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 f next page)
7. • Install a minimum of four (#12 x 1" tek screws) self -tapping screws into the holes
provided in the lateral strut so that tte 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
1
f
M2 Cohcrdte Pars Detail ,
Part #59307
12 X' Concrete
Includes: 5'• Strut, Bracket, & Hardware Kit #59315-1 System
with all nut's and bolt.
Longitudinal Struts for
"Concrete Systems"
Part No. Length Pier Height '�-f,,,_�_,f�_,�.,. :<,�:.-�•_��
#5901
3 44" up to 4 Blocks
#59015 65" up to 6 Blocks
Longitudinal Hardware Kit
Part #59263:
Includes 2 sets per kit: I-beam bracket, nuts,
bolts and washers'�o
Lateral and Longitudinal Combination .....
Part #59332
Longitudinal -
includes: 5' Strut, Longitudinal Strut (#59364), Strut Concrete Longitudinal
Lateral and Longitudinal Hardware Hardware reit
Kit with all nuts and bolts. `
For Double 1 beam Attachment use: me
Double Beam Longitudinal Bracket' 59352 Dot O f t-(O
f7�
59329-4 Double Beam Lateral Concrete kit �. F
Nut & Washer ;
: y
Beam Clamp
/-' Bracket
J-Bolt`= A
Figure t
a
Lateral
A°
Longitudinal
1-5eam'' �. =
%i2 Installation Placement
Page 6 of 8 C9
'DOWiN
ElJGIEERINGg
FEMA Flood Zones A, AE & AH
Anchor placement to be the same on single
or multiple sections. Evenly spaced from the --- -••--�
end of unit, between Xi2 placements. w m
1 •,
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: 3'x 3'x 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'=11.4 Cu. Ft.)
double the required number of tie downs.
Concrete Anchors
Concrete must be 2500 PSI minimum slab with a V minimum thickness and must
allow 4725 lbs. of vertical tension on anchor without lifting. Minimum distance
from the anchor shaft to one edge of the slab is 4" from one edge and 6" from any,
other edge. MU2 anchor is designed to be installed into the concrete at the time it
is being poured. Slab must be 8" minimum thickness at location under anchor to
allow V embediinent 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 overexposed bolt and place
washer and nut back on'threaded bolt and tighten nut
Ground Anchors
All Frame tie 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 skirting wall. .�
2. For vertical or stabilized (Deepset) anchors, fully drive anchor into the
ground. Horizontal (Frame Tie) anchors install 2/3 of way in ground and c
install stabilizer plate vertically within 3"4" of the shaft, parallel to. home.
3. Drive.anchor fully into ground until head rests on plate and attach strap.
Pretension strap to pull anchor against plate with he slightly over top:
Frame Tie with Buckle
1. Install soap 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 end of 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 position. 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 turns until all slack
in strap is removed.
1. �. 2.
Page 7 of 8
Flotation Anchors
Total
Single Section
Anchors Per Side
12'x40' -16'x80'
2
Multiple Section
20'x40' -20'x64'
2
24' x 40' _ 24' x 56'
2
Over 56'
2
28' x 40'- = 28' x 48'
2
28'x49' -28x72'
2
Over 72'
2
32'x56' -32'x64'
2
Over 64'
2
MIJ2
"J" Anchor
3.
Stabilizer
Plate
MICS2
Deepset
Anchor
01075, 083116
Soil Classification Chart
1 84533Z
Soil Soil Description Recommended
Anchors and Stabilizers
Tek Screw. #12 x 1"
Class Model # .
STK#
Description
Push Nut 1/2
2 Sedimentary and Foliated Rock M12255/8
59090
30" x 5/8" rod / 2 - 4"
helix
M12233/4
59095
30" x 3/4" rod / 2 - 4"
helix
845332
59292
Stabilizer Plate
10640
3 Sandy Gravel and/or Gravel M12H5/8
59080
48" x 5/8" rod'/ 1 - 6"
helix
(GW and GP) M12H3/4
59085
48" x 3/4" rod / 1 - 6"
helix
Deepset
59091
30" x 3/4" rod / 2 - 4"
helix with stabilizer cap
59272-2
59292
Stabilizer Plate
10926
4 Sand, Silty Sand, Clayed Sand, M12H5/8
59080
48" x 5/8" rod / 1 - 6"
helix
Silty Gravel M12H3/4
59085
48" x 3/4" rod / 1 - 6"
helix
Deepset
59092
36" x 3/4" rod / 1 - 4"
& 1 - 6 helix with stabilizer cap
MI48
59086
48" x 3/4" rod 12 - 4"
helix
M142
59128
42" x 3/4" rod / 2 - 4"
helix
59292
Stabilizer Plate
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 or hold
down devices required by the
manufacturer. See requirements,. bullet 5, page 2 of 8.
Xi2 Hardware Breakdown
459329-1 Hardware for 59306 Lateral System
1 84533Z
U -Bolt 1/2=13 x 2.63.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 1/2
1 12107
Flat Washer 1x2" SS
1 10646Y
Hex Nut 1/2-13 grade 5 zinc
2 10519
Hex Nut 1/2" w/ Serr flange
459331 Longitudinal Hardware for 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 1/2-13 grade 5 zinc
2
10801
Carriage Bolt 1/2-12 x 2-1/2 Grade 5'
2
845332
U -Bolt 1/213 x 2.63 x 2.19 thread 1-3/4 zinc
4
10640
Push Nut 1/2 .
4
10519
Hex Nut 1/2" w/ Serf flange
#59329 Hardware for 59333 Lateral and Longitudinal combustion
1
59329-1
Hardware IGt
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 1/2-12 x 2-1/2 Grade 5 zinc
1
84533Z
U -Bolt 1/2-13 x 2.63 x 2.19 Thread 1-3/4 zinc
2
10640
Push Nut 1/2
2
10519
Hex Nut 1/2" w/Serr Flange
#59315-1 Hardware for Lateral System
1 10.631Z
J Bolt 1%2 x 5-1/2 grade 5 zinc
1 12107
Flat Washer 1/2" SS
4 10556
Tek Screw #12 x 1"
2 10MY
Hex Nut 1/203 Grade 5 zinc
1 10826
Carriage Bolt 1/2-12 x I Grade 5 zinc
#59027 Hardware Kit for 59307 Lateral System
2 59264 3 Way Concrete Bracket
4 10530 Wedge Anchor 3/8 x3.50
1 59315-1 Hardware IOt
#59263 Longitudinal Hardware for 59307
2
59272=1
Beam Clamp Base
4
59272-2
Beam Clamp Top Flange
8
10926
Carriage Bolt 1/2-13 x 1-1/4 Full Thread zinc
12
10646Y
Hex Nut 1/2-13 Grade 5 zinc
4
10801
Carriage Bolt 1/2-13 x 2-1/2 Grade 5 zinc.
#59364 Hardware for 59332 Lateral and Longitudinal combination
1 59264
3 Way Concrete Bracket
2 10530
Wedge Anchor 3/8 x 3.50
1 59315-1
Lateral Hardware 10t
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 Thread zinc
2 10801
Carriage Bolt 1/2-13 x 2-1/2 Grade 5 zinc
6 10646Y
Hex Nut 1/2-13 Grade 5 zinc
X,
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in
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