2010, 06-18 Permit: 10000037 InspectS iOkane
VOWNER:
PERMIT #: 000 i alle ! V `�L�a N\ y r orn A
%.2...4-1 )\.„Eewc�1
MANUFACTURER &/,DDRESS: MANUFDATE: /p77
MODEL: SERIAL NUMBER: 73 //5/1
"HUD" LABEL/STATE LABEL NUMBER: DATA PLATE:
(it.Stf ICA
(x),\ cot \()(\g` (0,`76(‘- DUS
MANUFACTURED HOME INSPECTION RECORD CARD
DEALER: DEALER#:
ELECTRICAL -L& I FINAL APPROVAL:
INSTALLER:
INSTALLER:
INSTALLER:
INSTALLER:
WAYNES#: LQ 13 S'k 3
WAYNES#:
WAYNES#:
WAYNES#:
INSTALLATION
ANCHOR#: ilea
INSTALLATION #: Fc/Ee 0 /jfkr
MANUFACTURER:
NFPA 225
INSTRUCTIONS U5
FOUNDATION:
SUPPORT:
ELEVATION:
SUPPORT FOOTINI
PIERS:
ANCHORS:
FOUNDATION TO LOCAL BLDG CODE:
STATE:
SUPPORT LOCATIONS PER MANUFACTURER OR ENGINEERED DESIGN:
ELEVATION OF LOWEST FLOOR(IF IN A FLOOD HAZARD AREA):
TYPE:
SIZE:
MATERIAL
SPACING:
SHIMS:
LOT/SOIL CONDITIONS:
SPACING:
EQUIPMENT USED:
EQUIPMENT APPROVED:
FRAME REMOVED: PERMITED BY MANUFACTURER:
(PRIOR TO 1 1 /89)
FOUNDATION TO LOCAL BLDG CODE:
SKIRTING:
COMMENTS
SUPPORT LOCATIONS PER MANUFACATURER OR ENGINEERED DESIGN:
ELEVATION OF LOWEST FLOOR(IF IN A FLOOD HAZARD AREA):
TYPE:
ATTACHMENT TO HOME:
POLY ON GRADE:
ACCESS PANEL:
*FINAL APPROVAL MEETS THE REQUIREMENTS FOR TITLE ELIMINATION EXCEPT FOR PARK PLACEMENT*
INSPECTOR: "-x DATE/TIME: Id 146 -
ORIGINAL
46 -
ORIGINAL COPY: CITY OF SPOKANE VALLEY ADDRESS FILE COPY FOR OWNER
T,
OLIVER TECHNOLOGIES, INC.
INSTALLATION INSTRUCTIONS FOR WIND ZONE 1 & 2
MODEL 1100 "V" SERIES ALL STEEL FOUNDATION SYSTEM
Patent No.: 6634150 and other patent pending
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Reg. . ;: -5
PROFES dONA1 cN;,'�'F[
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Revision 06/19/2006
ENGINEERS STAMP
1. SPECIAL CIRCUMSTANCES: If the following conditions occur - STOP! Contact Oliver Technologies at 1-8002,
a) Pier (system) height exceeds 48" b) Roof eaves exceed 16" c) Rod Pitch greater than 7/12 d) Location is within 1500 fee$
e) Sol conditions less than 4B
INSTALLATION OF GROUND PAH `'"
2. Remove weeds and debris in an approximate three foot square to expose firm, level undisturbed soil or controlled fill for each ground pan
The 1100 IV Pan is equivalent to a 21X21 footing,(C).Top of ground pan must be installed at ground level or per local jurisdiction.
3. Place center ground pan (C) directly below chassis I-beam . Press or drive pan completely into soil until flush with or below soil.
SPECIAL NOTE: The longitudinal "V" brace system serves as a pier under the home and should be loaded as any other pier. It is recom-
mended that after leveling piers, and one-half inch (1/2") before home is lowered completely on to piers, complete items 4 through 8 below.
INSTALLATION OF LONGITUDINAL "V" BRACE SYSTEM
4. Select the correct square tube brace (E) length for set - up (pier) height at support location.
PIER HEIGHT 1.50"
(Min. 40 degrees / 60 degrees Max.) Tube Length
JUN 26 P� ,
Cia
STAMP
VNE'>'
I ,
OLIVER TECHNOLOGIES, INC.
INSTALLATION INSTRUCTIONS FOR THE
1100 "V" SERIES ALL STEEL FOUNDATION SYSTEM
Patent No.: 6634150 and other patent pending
Pier Height =
the dimension from
the top of pan to the
bottom of I-beam
14" to 19"
20"
18" to 25"
28"
24* to 35"
39"
30" to 40"
44"
36" to 48"
54"
5. Install both of the 1.5 " square tubes (E) into the 'U" bracket (J), insert carriage bolt and leave nut loose for final adjustment.
6. Place I-beam connector (F) loosely on the bottom flange of the I-beam.
7. Attach the selected 1.5" tubes (E) to the I-beam connectors (F) and fasten loosely with bolts and nuts. Note: The ground pan must be level in both
directions to ensure the angle markings on the centerpoint connector are correct from the horizontal plane of the pan. The angle is not to exceed 60
degrees and not less than 40 degrees. The "U" bracket (J) is stamped with the angles to verify correct degree. Use proper length tube or crit and drill
tube to achieve proper length. (The tube may be cut using any appropriate steel cutting method such as steel saw, cutting torch, etc. New holes must
be. drlled to the dimension and at the location as shown for part E.)
8. Using standard hand tools, tighten all nuts and bolts. When connecting the brace tube to the model 1100-10-P I-beam connector bracket
tighten at least one and a half to two full tums past hand tight.
INSTALLATION OF LATERAL TELESCOPING TRANSVERSE ARM SYSTEM
9. Select the correct transverse brace (H) length for set-up lateral transverse at support location. The lengths come in either 60" or 72"
lengths. (With the 1.5" tube as the bottom tube, and the 1.25" tube as the inserted tube.)
10. Install the 1.5 transverse brace (H) to the ground pan connector (D) with bolt and nut.
11. Slide 1.25' transverse brace into the 1.5" brace and attach to adjacent I-beam connector ( I ) with bolt and nut.
12. Secure 1.5" transverse arm to 1.25" transverse arm using four (4) 1/4" - 14 x 3/4" self -tapping tech screws in pre -drilled holes.
INSTALLATION USING CONCRETE RUNNER / FOOTER•'
13. A concrete runner, footer or slab may be used in place ofe`steel ground pan.
a) A concrete runner may be either longitudinal or transverse, and must;be a minimum of 6" deep with a minimum width to allow proper
distance between the concrete bolt and the edge of the concrete (see illustration on page 2).
b) Rectangular footers must have minimum area of 441 sq. in. (i.e. 21' square), and must be a minimum of 6' deep.
c) Round footers must be a minimum 16" in diameter and 24" deep (or 24" in diameter and 6" deep).
d) If a full slab is used, the depth may be 3 1/2" minimum.
The concrete shall be minimum 2500 psi mix (pre -blended sacked concrete mix is acceptable) . Special inspection of the anchor installations is
not required. lf the 1100 ITC(V) transverse system is to be installed without using the 1100 ILC(V) longitudinal system,it shall be installed a max-
imum of 18" from a pier. Footers must allow for at least 4" from the concrete bolt to the edge of the concrete.
NOTE: The bottom of all footings, pads, slabs and runners must be per local jurisdiction.
LONGITUDINAL:
14. When using the wetset(pt.# 1100-W-CPCA. item J) bracket. simply install the bracket in runner/footer OR
When installing in cured concrete use the dryset(pt.#1100-D-CPCA.itemJ1 bracket, The dryset(pt.#1100-D-CPCA) bracket is attached to the
concrete using (2) 1/2" x 3" concrete wedge bolts. Place the 1100-D-CPCA bracket in desired location. Mark bolt hole locations, then using
a 1/2" diam. masonry bit, drill a hole to a minimum depth of 3". Make sure all dust and concrete is blown out of the holes. Place wedge bolts
into drilled holes, then place 1100-D-CPCA bracket onto wedge bolts and start wedge bolt nuts. Take a hammer and lightly drive the wedge
bolts down by hitting the nut (making sure not to hit the top of threads on bolt). The sleeve of concrete wedoe boli needs to be at or below
the top of concrete. Complete by tightening nuts.
LATERAL:
15. When using the wet set (part # 1100-W-TACA, item D) bracket simply install the anchor bolt into runner/footer. For dry set installation
(part # 1100-D-TACA,item D) mark bolt hole locations, then using a 1/2' diam. masonry bit, drill a hole to a minimum depth of 3". Make sure
all dust and concrete is blown out of the hole. Place wedge bolts (Powers part# 5034 1/2" X 3" or equivalent) into (D) concrete dry transverse
connector and into drilled hole. If needed, take a hammer and lightly drive the wedge bolts down by hitting the nut (making sure not to hit the
top of threads on bolt), The sleeve of concrete wedge bolt needs to be at or below the too of concrete, Complete by fighting nuts.
MANUFACTURED HOUSING FOUNDATION SYSTEMS Telephone: 931-796-4555
A DIVISION OF OLIVER TECHNOLOGIES, INC. Fax: 931-796-8811
1-800-284-7437 www.ollvertechnologies.com
Revision Pane 1 - 06/20/2006
NOTE:
a) Installation of the longitudinal system eliminates the need for longitudinal anchors(Wind Zones I & II only).
b) Installation of the transverse system eliminates the need for all anchors, diagonal frame ties and stabilizer plates except when noted.
(Legend # 5 & note C) .
c) All other homc manufacturer's instructions for installation of stabilizing devices must be followed, including installation of sidewall vertical tie -down
anchors, and mating line column, shear wall or center -line tie -down anchors (Wind Zones I & II). NOTE WIND ZONE II: ALL VERTICAL
ANCHORS (NOT TO EXCEED 8' SPACING) MUST BE INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS!
d) If the home manufacturer's installation instructions are not available, the home must be installed in accordance with any state promulgated rules,
or as required by the authority having jurisdiction.
c) If bolts, nuts, or tech screws arc lost, they maybe replaced as long as they meet or exceed the specs shown on page 3 of these instructions.
t) When the length of homc exceeds 76', sidewall height exceeds 96" or the roof pitch is between 4.37/12 (20 degrees) and 5/12 add 1 transverse system
(sec location diagrams below) {6/12: a total of 4 Transverse & 3 Longitudinal systems are needed & 7/12: a total of 5 Transverse & 3 Longitudinal
sytems arc needed. (Longitudinal portion only required when longitudinal bracing is required by home manufacturer))
g) An alternative method using the 1100 CVD anchors (dry set) or 1100 CVW (wet set) may be used on a footing size of 16" diameter X 24" depth. These
brackets are designed for lateral and longitudinal protection.
h) It is recommended that the systems be installed at the 2nd pier in from each end of the house. However, they may be installed at any location at least
2 feet, but not more than 1/4 the house length, in from the ends of the house.
FOR STATE OF MICHIGAN ONLY: As required by Section 1805.2 of the 2000 Michigan Building Code, the depth of the footer shall be a minimum
depth of 42 inches below grade, except that the authority having jurisdiction may approve a lesser depth based on known prevailing soil and weather conditions, or as
provided by the exception under Section 1805.2.1 of the Code.
FOR STATE OF ALABAMA ONLY: 1. Maximum pier height is limited to 32" with pier defined in the Alabama Regulation as
"that portion of the support system between the top of the footing and the bottom of the pier cap." 2. The State of Alabama limits the
use of this system to H.U.D labeled homes.
FOR STATE OF NORTH CAROLINA ONLY: Tubing must be galvanized and, when the manufacturer's ins aI1 Pti i�(ejtp9�tq 0,r,
are not available, vertical wall tie -downs must be installed not to exceed 8 -feet on center. (Wind Zone 11) ''7
FOR STATE OF IDAHO ONLY: Concrete must be a minimum of 8" in depth.
LEGEND: rt:n rl:
1. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE
2. L = APPROXIMATE LOCATION OF THE SYSTEM ( Sec note H)
3. �(] J — LOCATION OF ASF MODEL 1100 "V" (LATERAL AND LONGITUDINAL BRACING). OR 1100 T (LITEONLY) ['
4. = LOCATION OF ADDITIONAL ASF MODEL 1100 T "V" SYSTEM (LATERAL ONLY) FOR HOMES EXC `E}di?N . ► �L : '
LENGTH OR WITH ROOF PITCH BETWEEN 4.37/12 (20 DEGREES) AND 5/12. THE ADDITIONAL SYUF,JM IrT6 BE
INSTALLED AT APPROXIMATELY THE MIDPOINT OF THE HOUSE, AND MAY BE INSTALLED AT E1Tl-1L10 •
EXTERIOR BEAM.
5. X = INSTALLATION OF SINGLE WIDE HOMES REQUIRE 2 ANCHORS PER SIDE LOCATED NOT MORE THAN 2 FEET
FROM EACH END.(WITH A MINIMUM OF 3150 LOAD RATING)
6. [---j"'- = LOCATION OF ADDITIONAL ASF MODEL 1100 T "V" SYSTEM (LATERAL ONLY) FOR HOMES EXCEEDING 76' IN
SIDEWALL HEIGHT EXCEEDING 96' OR WITH ROOF PITCH BETWEEN 6/12 & 7/12. THE ADDITIONAL
.> "SYSTEM
EITHER EXTE
QUIRED NUMBER
SINGLE SECTION
X Cl X L
LX X
INSTALLED AT APPROXIMATELY THE MIDPOINT OF THE HOUSE AND MAY BE INSTALLED AT
BEAM.
ND LOCATION OF MODEL 1100 "V" SERIES BRACES FOR 4/12 & 5/12
DOUBLE WIDES TRIPLE WIDES
INGLE SECTION ALL WIDTHS
UP TO 76'
L
L
L
DOUBLE WIDES ALL WI1THS TRIPLE WIDES ALL WIDTHS
UP TO 76' UP TO 76'
R i UIRED NUMBER AND LOCATION OF MODEL 1100 "V" SERIES BRACES FOR 6/12 & 7/12
SI LE SECTIONDES TRIPLE WIDES
X L
L
X
L
SINGLE SECTION ALL WIDTHS
UP TO 76'
. DOUBLE WIDES
13-
0
---3
E}-_
-a
DOUBLE WIDES
ALL WIDTHS
UP TO 76'
TRIPLE WIDES ALL WIDTHS
UP TO 76'
Revision Pate 2 - 06/20/2006
---3
L
_...L
TRIPLE WIDES ALL WIDTHS
UP TO 76'
Revision Pate 2 - 06/20/2006
I - Transverse arm I-beam
connector
H - Transverse atm
Top (1.25')
bottom (1.5' )
4,1k,
41s4;\
\10
D - Ground Pa
transverse connectors
� - -- .;..Ni//!N///// Nl//
nautunat
VIM Warn • Pula 1100404,
K- Tech Screw
J - Ground Pan or
Concrete V Bracket
,C = GROUND PAN
D = TRANSVERSE GROUND PAN
CONNECTOR U BRACKET
(connects with grade 2 -112' x 2 1/2"
- : 'V" brace 1 -beam carriage bolt & nut)
connectors E = V BRACE TUBE ASSEMBLY W/ 1.5
BOTTOM TUBE
F = -V" BRACE I -BEAM CONNECTORS
ASSEMBLY Model #1100-10-P
E -'V" Brace Tube (connects with grade 2 - 1/2" x 4"
(1.5') carriage bolt & nut)
H = TELESCOPING TRANSVERSE
ARM ASSEMBLY
1 = TRANSVERSE ARM I -BEAM
CONNECTOR (connects with grade 2 -
12" x 21/2'"' carriage bolt & nut)
J= V PAN U BRACKET (connects with
grade 2 - 1/T x 4" carriage bolt & nut)
K= Tech Screw- SAE -J78, 1/4"414X314"
C - Ground Pan
• 1 -
!!
1 -Beam
Connector
Model # 1100T "V"
Cement Block
Omitted for Clarity
Shown with
Transverse
Protection On
Alternate Hale for I-Beem FW Clamp
Narrower Beam Flange (1) Per Assembly
0
Gracia 2-12'x1'
Carriage Boa & Nut
I -Beam Connector Bracket
1 Beam�t.25• Square Tube
Connector i �✓ .1.5' Square Tube
nrrawr-�r'
116' Max
H - Transverse arm
Top (1.25")
bottom (1.5' )
V\
K -Tech
S,_«ews
- Concrete U bracket
09- transverse con
J Concrete
•V' Bracket
C - Concrete Footer/
Runner
Model # 1100 C "V"
/.,. ,m/m!// N/#/ /I
li IIIIIIIIIIlJ'Ifitt
VNw F6aam - Pasta ttatl•to•P
F- :*V brace 1 -beam
connectors
E - "V" Brace Tube
(1.5*)
C = CONCRETE FOOTER/RUNNER
D = CONCRETE U BRACKJTRANSVERSE CONNECTOR
(connects with grade 2 - x 21/2 carriage bolt & nut)
E = Y BRACE TUBE
F = "V' BRACE I -BEAM CONNECTOR ASSEMBLY
(connects with grade 2 - 1/T x 4" carriage bolt & nut)
H = TRANSVERSE ARM ASSEMBLY
I = TRANSVERSE ARM 1 -BEAM CONNECTOR
(connects with grade 2 -1t2 x 21/Y carnage bolt & nut)
J= CONCRETE V U BRACKET (connects with grade 2 -
1/? x 4' carriage bolt & nut)
K= Tech Screw- SAE -J78.1/4" -#14X314"
MANUFACTURED HOUSING FOUNDA1ION SYSTEMS
A DIVISION OF OLIVER TECHNOLOGIES, INC*
1-800-284-7437 Fax: 931-796-8811
www.olivertechnologies.com
Concrete
Footing
Runner
CMU - Pier
(Omitted 1a
Cay)
Model # 1100 TC 'V"
VV
Revision Page 3 - 06/19/2006