HomeMy WebLinkAboutINSTALLATION OF GROUND PANpage 1
SCANNEDOLIVER TECHNOLOGIES, INC. revision 6/07
FLORIDA INSTALLATION INSTRUCTIONS FOR THE
BY
MODEL 1101 "V" SERIES ALL STEEL FOUNDATION SYSTEM
�� ����g��®np�(B MODEL 1101"V" (STEPS 1-15)
Y YA �`� LONGITUD/NAL'ONLY FOLLOW STEPS 1-9
FOR ADDING LATERAL ARM: Follow Steps 10-15
FOR CONCRETE APPLICATIONS: Follow Steps 16-19
ENGINEERS STAMP Ia ENGINEERS STAMP
1. SPECIAL CIRCUMSTANCES: If the following conditions occur - STOP! Contact Oliver Technologies at �800-284-7437
a) Pier height exceeds 48" b) Length of home exceeds[ 76' c) Roof eaves exceed 1. 6" d) Sidewall height exceed 96"
(eTLocation-is within_ 1500_f_eet of coast)
IRICTAI I ATInm np f:Rni imn PAID
2. Remove. weeds and debris in an approximate two foot square to expose firm soil for each ground pan (C) .
3. Place ground pan (C) directly below chassis I-beam Press or drive pan firmly into soil until flush with or below soil.
SPECIAL NOTE: The longitudinal Y' brace system serves as a pier under the home and should be loaded as any
other pier. It is recommended that after leveling piers, and one-third inch (1/3") before home is lowered completely on
to piers, complete steps 4 through 9 below then remove jacks.
AI
NOTE: WHEN INSTALLING THE LONGITUDINAL SYSTEM ONLy,I A MINIMUM OF 2 SYSTEMS PER FLOOR SECTION IS REQUIRED. SOIL TEST
PROBE SHOULD BE USED TO DETERMINE CORRECT TYPE OF ANCHOR PER SOIL CLASSIFICATION. IF PROBE TEST READINGS ARE BETWEEN
175 & 275 A 5 FOOT ANCHOR MUST BE USED. IF PROBE TEST READINGS ARE BETWEEN 276 & 350 A 4 FOOT ANCHOR MAY BE USED. USE
GROUND ANCHORS WITH DIAGONAL TIES AND STABILIZER PLATES EVERY 5'4 . VERTICAL TIES ARE ALSO REQUIRED ON HOMES SUPPLIED
WITH VERTICAL TIE CONNECTION POINTS (PER FLORIDA REG,)�.
4. Select the correct square tube brace (E) length for set - up((pier) height at support location. (The 18" tube is always
used as the -bottom part of the longitudinal arm). Note: Either tube can be used by itself, cut and drilled to length as long as a
40 to 45 degree angle is maintained.
PIER HEIGHT 1.25" ADJUSTABLE 1.50" ADJUSTABLE
(Approx. 45 degrees Max.). Tube Length Tube Length
7 3/4" to 25" ..:
11
22
_ , ... :.,
q8.
24 3/4" to 32 1 /4"
32"
18"
�. 33 to,41
8" ,y
40" to 48"
54"
18"
5. Install (2) of the 1.50" square tubes (E {18" tube) ) into thle "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. Slide the selected 1.25" tube (E) into a 1.50" tube (E) and attach to I-beam connectors (F) and. fasten loosely with bolt and nut.
8. Repeat steps 6 through 7 to create the IV" pattern of the square tubes loosely in place. The angle is not to exceed 45
degree and not below 40 degrees.
9. After all bolts are tightened, secure. 1.25" and 1.50" tubes using f6ur(4) 1/4"-14 x 3/4" self -tapping screws in pre -drilled holes.
THE MODEL 1101 "V" (LONGITUDINAL & LATERAL PROTECTION) ELIMINATES THE NEED FOR MOST STABILIZER PLATES & FRAME TIES.
NOTE: THE USE OF THIS SYSTEM REQUIRES VERTICAL TIES SPACED AT 5'4'.
FOUR FOOT (4') GROUND ANCHOR MAY BE USED EXCEPT WHERE THE HOME MANUFACTURER SPECIFIES DIFFERENT.
10. Install remaining vertical tie -down straps and 4' ground anchors per home manufacturer's instructions. NOTE: Centerline
anchors to be sized according to soil torque condition. Any manufacturer's specifications for sidewall anchor loads in excess of
4,000 lbs. require a 5' anchor per, Florida Code. i -
11. NOTE: Each system is required to have a frame tie and stabilizer attached at each lateral arm stabilizing location. This frame tie &
stabilizer plate needs to be located within 18" from of center ground pan.
12. Select the correct square tube brace (H) length for set-upl lateral transverse at support location. The lengths come in either 60"
or 72" lengths. (With the 1.50" tube as the bottom .tube, and -the 1.25" tube as the inserted tube.)
13. Install the 1.50 transverse brace (H) to the ground pan connector (D) with bolt and nut.
14. Slide 1.25" transverse brace into the 1.50" brace and attach to adjacent I-beam connector ( I ) with bolt and nut.
A._..__ • L_____.____ __— L_ • nrll L_____.____ __— .. _.__ I_.._ //\ I II11 A. __ /\/•11 __IL L___!__ • ___ 1_!11_1
I
OLIVER TECHNOLOGIES, INC.
1 1 800-284-7437
i
Telephone: 931-796-4555
Fax: 931-796-8811
www.olivertechnologies.com
page 2
INSTALLATION USING CONCRETE RUNNER / FOOTER revision 6/07
16. A concrete runner, footer or slab may be used in place of the steel ground pan.
a) The concrete shall be minimum 2500 psi mix
b) A concrete runner may be either longitudinal or transverse, sand must be a minimum of 8" deep with a minimum width of 16 inches
longitudinally or 18 inches transverse to allow proper distance between the concrete bolt and the edge of the concrete (see below).
c) Footers must have minimum surface area of 441 sq. in. (i.e. 21" square), and must be a minimum of 8" deep.
d) If a full slab is used, the depth must be a 4" minimum at system bracket location, all other specifications must be per local jurisdiction.
Special inspection of the system bracket installation is not required.. 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: (Model 1101 LC "V")
17. When using Part # 1101-W-CPCA (wetset)simply install the bracket in runner/footer OR When installing in cured concrete use Part #
101-D-CPCA (dryset). The 1101 (dryset) CA bracket is attached to the concrete using (2) 5/8"x3" concrete wedge bolts (Simpson part #
S162300H 5/8" X 3" or Powers equivalent). Place the CA bracket in desired location. Mark bolt hole locations, then using a 5/8" diameter
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 1101 (dry set) CA 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 wedge bolt needs to be at or below the toy
of concrete. Complete by tightening nuts.
LATERAL: (Model 1101 TC "V")
18. For wet set (part # 1101-W-TACA) installation simply install the anchor bolt into runner/footer. For dry set installation (part # 1101-D-TACA)
mark bolt hole locations, then using a 5/8" 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 (Simpson part #S162300H 5/8" X 3" or Powers equivalent) into (D) concrete dry transverse
connector and into drilled hole. If needed, take a hammer and Ilightly drive the wedge bolts down by hitting the nut (making sure not to hit
the top of threads on bolt), then remove the nut. The sleeve of concrete wedge bolt needs to be at or below the ton of concrete.
19. When using part # 1101 CVW (wetset) or 1101 CVD (dryset), install per steps 17 & 18.
Notes:
11
•
1. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE
2. • = STABIL12ER R ATEAND FRAME TIE LOCATION (needsb
be located W hh 18 kxhes cf oer>ier of grot n I pan or corms)
3. ga LOCATION OF LONGI UDINAL BRACING ONLY
4. �TRANS'VERSE & LONGITUDINAL LOCATIONS
ALL WIDTHS; AND LENGTHS UP TO 52'
•
•
ALL WIDTHS; AND
4-401
IHOMES WITH-.5/12 ROOF F
6' systerris.,for,,home "le'ngths..
fpiate and frame=tie required
•
•
8. Systems for homesg,over 52'i,'and UD
bracing system:
•
•
80, One stabliizer
Installation Instructions for ABS Pads
For use on all Mobile and Manufactured Homes, including
HUD approved Homes and Modular Building
Patent #5503500 and other patents pending
GENERAL INSTRUCTIONS:
1. All pads are to be installed flat side down, ribbed side up.
2. The ground under the pads should be leveled as smooth as possible with all vegetation removed. Pads to be placed on fully compacted or
undisturbed soil, at or below the frost -line or:btherwise protected from the effects of frost.Refer to NCSBCS/ANSI A225.1
3. Pier & pad spacing will be determined by the manufactured homes' written set-up instructions or any local or state codes.
4. The open cells between the ribbing on the upper side of the pads may be filled with soil or sand after installation to prevent any accumulation of
stagnant water in the pads.
5. A pocket penetrometer may be used to determine the actual soil bearing value. If no soil testing equipment is available — use an assumed soil
value of 1000 lbs. / square foot.
6. All pad sizes shown are nominal dimensions and may vary up to 1/8".
7. The maximum deflection in a single pad is 5/8" measured from the highest point to the lowest point of the top face.
(NOTE: Actual test results were less than 5/8")
8. Pad loads are the same when using single stack or double stack blocks.
9. The maximum load at any intermediate soil value may be determined as the average of the next lower and next higher soil value given in the
table below.
10. If the home manufacturer shows soil densities greater than 3000 lbs. When using ABS pads, do not exceed 3000 lbs. soil pier spacings per set
up manual.
PAD SIZE ID NO. PAD ARIEA 1000 PSF SOIL 2000 PSF SOIL 3000 PSF SOIL
Oval 16" x 18.5"
1055-23/AIT-06-1000
288 sq. Iin.
2000 lbs.
4000 lbs.
6000 lbs.
Oval 17" x 22"
1055-16/AIT 06-1001
360 sq. in.
'2500`lbs.
5000 lbs.
7500 lbs.
Oval 17.5" x 22.5"
1055-21
384 sq. I in.
2667 lbs..
8000 lbs.
8000 lbs.
Oval 17.5" x 25.5"
1055-17/AIT-06-1002
432 sq. lin. ,
3000 lbs._.
6000 lbs.
9000 lbs. * .
Oval 21" x 29"
1055-22/AIT 06-1003
576 sq. lin.
4000 lbs.
8000 lbs. *
12000 lbs. *
Oval 23.25" x.31.25""
I055-20/AIT-06-1004
675 sq. ',in.
4694.Ibs. ".
9388 lbs. *
9388.lbs. *
PAD SIZE ID NO. PAD AREA 1000 PSF SOIL 2000 PSF SOIL 3000 PSF SOIL
Square 16" x 16"
1055-14/AIT 06-1005
256 sq. in.
1785 lbs.
3560 lbs.
5333 lbs.
Square 18.5" x'18.5"
1055-9/AIT-06-1006
342.sq. In.
_2375lbs.
:4750 lbs..
7100 lbs. *
Square 20" x 20"
1055-7/AIT-06-1007
400 sq. in.
2750 lbs.
5500 lbs.
8250 lbs. *
Square 24" x 24"
1055-13/AIT: 06-1008
576 sq: in. "'L'
`' A000''M.
8000 lbs-. *
8000 lbs. *
* Concrete blocks are required to be double blocked.
11. Any ABS pad configuration may be used to replace a home manufacturer's recommended concrete or wood base pad.
12. ALABAMA ONLY: The 23.25" x 31.25" ID#1055-20 may not be installed in the State of Alabama.
For the State of Alabama all ABS pads shall not have more than 3/8" deflection. See chart below for details on correct installation in Alabama.
EXAMPLE: 16' x 80' section (Alabama only)
PAD SIZE 1000 PSF 2000 PSF
Oval 16" x 18.5"
219"
5'6"
Oval 17" x 22"
3'0"
610" '
Oval 17.5" x 22.5"
3'9"
TV
Oval 17.5" x 25.5" .
4'0"
800"
Oval 21" x 29"
4'5"
890"
Oval 23.25" x 31.25"
6'0"
8'0"
Revised 04.29.11
Page 112
467 Swan Ave • Hohenwald, TN 38462 • (800) 284-7437
I
13. TEXAS ONLY: 17.5" x 22.5" ID #1055-21 and 23.25" x 31.25" ID #1055-20 may not be installed in the State of Texas.
14. Steel Piers: All pads are tested with steel piers on 1000 PS soil density unless otherwise noted. (See 15) If required, attach with (04) 2" #12 x'/2" hex
tech screws. Minimum Pier -Base 7 A inches. The Mulit-Pad configuration 35" x 25.5" ID #AIT-06-1002 (03) requires minimum 9'/4" pier base.
15. Available pads tested on 2000 PSF soil density using steel piers are: ID #1065-14, 1055-9,.1055-7 and 1055-13.
16. CALIFORNIA: Use an assumed value of 1000 lb/sq. ft. unless engineering and calculations are provided.
INSTRUCTIONS for Mulit-Pad Configurations MAXIMUM PIER LOAD IN POUNDS:
Soil Bearing Maximum
ABS Pad Types 8" Cell Block Value Load
Oval 16" x 18.5" Pad
2.00 Square Feet
ID # 1055 23/AIT-06-1000
Oval 32" x 18.5" Pad Configuration (03),
4.00 5 uare,Feet_
Oval 17" x 22" Pad
2.50 Square Feet
ID # 1055 16-AIT-06-1001
Oval 34" k 22",Pad'Confi`uration (03) -
"5.00 Square Feet
Oval 17.5" x 25.5" Pad
3.00 Square Feet
ID # 1055-117/AIT-06-1002
Oval'35" x 25.5" Pad,Configuration (03)
'6.00 Square Feet :
i , ;,•„ °
32"x 18.5"
Pad Configuration
.,Single Stack.
1000 lbs. / sq. ft.
, 4000 lbs.
Double Stack
2000 lbs. / sq. ft.
8000 lbs. �F
34"x 22"
Pad Configuration '
Single Stack
1000 lbs. / sq. ft.. •
_ 5000 lbs.-
Double Stack
2000 lbs. / sq. ft.
100001bs.
35"25.5"
Pad Configuration
Single Stack '
1 000Ibs.-/ sq. ft.
6000 lbs.
Double Stack
2000 lbs. / sq. ft.
12000 lbs. dF
'Concrete blocks are only rated at 8000 pounds, 8001 pounds and higher must be double stacked.
PAD ASSEMBLY
w
7 ^.►�
-S
777.
11-4
STEP 1 - 17" x 22" ABS Pad STEP 2 - (2) 17" x 22" ABS PADS STEP.3 - Complete Assembly
(Note: Use 2 blocks side by side for soils (34rr x 22" Configuration) 34" x 22" Multi -pad Configuration
rated at more than 1,000 lbs / sq. foot)
1. General instructions (on reverse) apply to all multi - pad configurations.
2. The 32" x 18.5" pad configuration is formed by using (3) 16" x 18.5" ABS. Pads. Place (2)-16" x 18.5" side by side, and place (1) 16" x 18.5" on top, laid in the
opposite direction to the bottom pads.
3. The 34" x 22" pad configuration is formed by using (3) 17" x 22" ABS Pads. Place (2) 17 x 22" pads side by side, and (1) 17" x 22" pad on top. The top pad
is laid in the opposite direction to the bottom pads.
4. The 35" x 25.5" pad configuration is formed by using (3) 17.5" x 25.5" ABS Pads. Place (2) 17.5" x 25.5" pads side by side, and (1) 17.5" x 25.5" pad on top. "
The top pad is laid in the opposite direction to the bottom pads.
Revised 04.29.11 Page 212
fors may be used in all
tions except where
ie manufacturers speci-
ions for sidewall straps
In excess of 4,000 lbs.
se locations require a 5'
ior. Per Florida Code.
Longitude dry
concrete bracket
part # 1101 D-CPCA
Wet bracket part #
1101 W-CPCA not
shown
Florida approved 4' ground
:anchors may be used in all
ilocations except where home
:manufacturers specifications
:for sidewall straps are in
:excess of 4,000 lbs. These
:locations require a 5' anchor.
:!Per Florida Code.
I - Transverse arm I-beam
connector—
<H - Transverse arm
'Top (
� /bottom
(1. (1.5°) �
D - Groi
Pan
connectors
F- T brace I-beam
connectors
J - ground Pan
V Bracket
E - "V" Brace Tub �v
Top_ (1.25")
Bottom (1.5")
- Ground Pan
U bracket
Tub
1.5")
page 3
revision 6/07
C = GROUND PAN
D = GROUND PAN CONNECTOR
U BRACKETS TRANSVERSE
E = TELESCOPING V BRACE
TUBE ASSEMBLY W/ 1.5 BOT-
TOM TUBE AND 1.25 TUBE
INSERT
F = "W BRACE I -BEAM CONNEC-
TORS ASSEMBLY
H = TELESCOPING TRANSVERSE
ARM ASSEMBLY
I = TRANSVERSE ARM I -BEAM
CONNECTOR
J= V PAN BRACKET
Model # 1101 "V"
- Transverse arm I-beam
connector
<H- Transverse arm
Top 0.25")
i bottom (1.5" )
F- Ar brace I-beam
connectors!
J - Concrete
°V"'Bracket
,t
Model 1101 CVD
Model 1101 CVW
not shown
C = CONCRETE FOOTER/RUNNER
D = CONCRETE U BRACKET TRANSVERSE
CONNECTOR (connects with grade 5 -1/2" x 2
t1`3
1/2"" carriage bolt & nut)
E = TELESCOPING V BRACE
TUBE ASSEMBLY W/ 1.5 BOT
TOM TUBE AND 1.25 TUBE
INSERT
F = "V" BRACE I -BEAM CONNECTOR ASSEMBLY
(connects with grade 5 - 1/2" x 4" carriage bolt
& nut)
H = TELESCOPING TRANSVERSE ARM
ASSEMBLY
I = TRANSVERSE ARM I -BEAM CONNECTOR
(connects with grade 5 -1/2" x 21/2'"' carriage bolt
& nut)
J= CONCRETE "V" BRACKET (connects with
grade 5 - 1/2" x 4" carriage bolt & nut)
-Concrete
r
oter/ Runner
Model # 1101 C "V"
l?rT OLIVER TECHNOLOGIES, INC.
1-800-184-7437
i
Telephone: 931-796-4555
Fax:931-796-8811
www.olivertechnologies.com
J�
NOTE:
AN ACCESS
PROVIDED
ACCESS PA
LONG PHILLIPS HEAD SCREWS. ANY HOME
WICH IS MORE THAN 36" ABOVE FINISH TYPICAL SECTION
GRADE WILL HAVE VERTICAL 48" OC WIND
STAYS 1/2 _ 1 I O