HomeMy WebLinkAboutApproved ProductsAPPROVED PRODUCTS
FOIL. THE
INSTALLATION OF MANUFACTURED HOMES
MOBILE HOME SAFETY PRODUCTS
dba Oliver Technologies, Inc.
P.O. Box 9
Hohenwald, Tennessee 38462-0009
MODEL #
IDENTIFICATION
DESCRIPTION
OT486A
Galvanized Auger Anchor
5/8" x 48" rod, double bolt head
with a single 6" disc
OT486B
Galvanized Auger Anchor
3/4" x 48" rod, double bolt head with
a single 6" disc
OT607B
Galvanized Auger Anchor
3/4" x 60" rod, double bolt head with
a single 7.5" disc
OTCADG
Galvanized Dry Set Concrete
Double bolt anchor head w/5/8" x
Anchor
3" expansion bolt
OTCAWG5
Galvanized L-Hook Concrete
7" x .646" rod, double bolt head
Anchor
with a L-hook
OTMSP-1
Galvanized Metal Stabilizer Plate
18" wide x 13 ''/2" depth
OTIVISPIG
Galvanized Metal Stabilizer Plate
18" wide x- 13 '/�" depth x 7 '/.2" side
— 12 gauge.
1055-19
Plastic Stabilizer Plate
.742" (thickness at top) x 9.95"
(width) x 24" (length)
2410
Plastic Wedge (OTI) (ABS)
3.5" x 6.0" x 0.946"
1055-11
Adjustable Outrigger
Bracket, pipe and screw adjustment
OT2001
Swivel Frame Clamp
3/16" x 2" galvanized upper and
lower jaws for clamping the I-beam
OTSFT
Swivel Frame Clamp
A-36 Galvanized
OT2002
Sidewall Strap Connector
G-40 galvanized 7 gauge connector
to hook sidewall brackets
APPROVED PRODUCTS
FOR THE
INSTALLATION OF MANUFACTURED HOMES
MOBILE HOME SAFETY PRODUCTS, continued...
dba Oliver Technologies, Ins.
P.O. Box 9
Hohenwald, Tennessee 38462
MODEL #
IDENTIFICATION
DESCRIPTION
OTQC
Sidewall Quick Strap Connector
A-36/Galvanized .1793" thick sq.
hole in clip head
1101 V
All Steel Foundation System
Longitudinal Stabilizing & Lateral
Bracing System
1101 CVW
Wet Bracket
Concrete Full System
1101 CVD
Dry Set Bracket
Concrete Full System
1101-W-CPCA
Wet Set Bracket
Concrete Longitudinal System
1101-D-CPCA
Dry Set Bracket
Concrete Longitudinal System
1101-W-TACA
Wet Set Bracket
Concrete Transverse System
1101-D-TACA
Dry Set Bracket
Concrete Transverse System
1055-14
Plastic Foundation Pad
16" x 16"
1055-10
Plastic Foundation Pad
16" x 16"
1055-8
Plastic Foundation Pad
16" x 18"
1055-23
Plastic Foundation Pad
16" x 18 ''/z" (rounded)(2 sq. ft.)
1055-9
Plastic Foundation Pad
18 'h" x 18 ''/2" x 15/16"
4148-4
Plastic Foundation Pad
13 '/4" x 26 '/4" x 3/4"
1055-16
Plastic Foundation Pad
17" x 22" x 1 1/8"
1055-7
Plastic Foundation Pad
20" x 20" x 7/8"
1055-21
Plastic Foundation Pad
17'/2" x 22 '/2"
1055-17
Plastic Foundation Pad
17'/2" x 25 '/2" x 1 1/8"
1055-13
Plastic Foundation Pad
24" x 24"
1055-22
Plastic Foundation Pad
21.13" x 29.13" (rounded)
1055-20
Plastic Foundation Pad
23 '/4" x 31 '/4"
10 FILk UOPY
APPROVED PRODUCTS
FOR THE
INSTALLATION OF MANUFACTURED HOMES
MOBILE HOME SAFETY PRODUCTS
dba Oliver Technologies, Ins.
P.O. Box 9
Hohenwald, Tennessee 38462
MAXIMUM PIER LOADS IN POUNDS
BASED ON SOIL VALUES
.Pad Area
1,000 lb.
1,500 lb.
2,000 lb.
2,500 lb.
3,000 lb.
Remarks
Configuration
(sq. ft.)
soil
soil
soil
soil
soil
Nit—
16" x 16"
1.77
1,770
2,650
3,450
4,420
5,310
5,310
16" x 16"
1.78
1,780
2,660
3,560
4,430
5,340
5,320
16" x 18"
2.0
2,000
3,000
4,000
5,000
6,000
6,000
16" x 18 ''/z" (rounded)
2.0
2,600
3,000
4,000
5,000
6,000
6,000
18 %" x 18'/2" x 15/16"
2.360
2,360
3,550
4,730
5,910
7,090
7,090
18'/2" x 18'/�" x 3/4"
2.375
2,375
3,563
4,750
5,598
5,598
5,600
13 '/4" x 26 '/4"
2.4
2.375
3,563
4,750
5,938
6,400
6,400
17" x 22"
2.5
2,500
3,750
5,000
6,250
7,500
7,500
20" x 20"
2.75
2,750
4,125
5,500
6,875
8,250
8,250
17 1/2" x 22 '/2" (rounded)
3.0
3,000
4,500
6,000
7,500
9,000
9,000
17 'h" x 25 ''/2"
3.0
3,000
4,500
6,000
7,500
9,000
9,000 j
24" x 24"
4.0
4,000
6,000
8,000
8,000
8,000
8,000
21.13" x 29.13" (rounded)
4.0
4,000
6,000
8,000
8,000
8,000
8,000
23 '/4" x 31 '/4"
4.698
4,698
7,047
8,000
8,000
8,000
8,000
PAD CONFIGURATIONS
Pad Description
Pad Area
1,000 lb.
2,000 lb.
3,000 lb. i
.(Pyramid Footer Configuration)
(sq. ft.)
soil
soil
soil
(2) 13 14" x 26'/4" as a base and (1) 20" x 20" on top
4.8
4,800
9,600
N/A
Three (3) 17" x 22"
5.0
5,000
10,000
N/A
Three (3) 17 %s" x 25 '/2"
6.0
6,000
12,000
N/A
i CAP BOARDS
MODEL # IDENTIFICATION DESCRIPTION
OT1C131 Plastic Cap Board 1" x 8" x 16"
OT1 CB2 Plastic Cap Board 2" x 8" x 16"
i
The cap boards were test on CMU pier (C90) with either a single or Qu't cl e rds.
11
"BPACINO FOR FIR8T PIER IB ErL TO
ONE-HALF THE ALLO PICKBPACI-
ON I.OEAM ON 24' MA%IMUM.
VN11-f VER's IF85 240
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OZ? N
'h�� aF
Paz
PQ ¢IrI'uu¢ E ��
NZZ E�
u OO fm
wOCp —
a'
GFiT H SIDE i—
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-Zo
IJiNJ m
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N
A
41'-4"
SIDEWALL ANCHORS
64' O.C. MAX. SPACING
(TYPICAL BOTH SIDEWALLS) SEE NOTES AND TABLES
"'SPACING CHANGES WITH HOST BEAM, ON PAGE 2 OF 2
EXPOSURE D. AND -HIGH SIDE- OFFSETS.
SEE SETUP MANUAL FOR SPECIFICS"`
1-BEAM -MIN. BLOCKING SPECIFICATIONS
HE TAA-O FOR TIE MAX PIER WAORI➢
D7iAE TD�••"Wr OI—O.iIPMLWR
�ml WAO.AnK —1-2MAL M MDMEAOI m107 OP L1NR
1
17-17 f SEE O ANCHOR
SEE AOTD-025= 1- 1SE A P ANCHHOpR
I
� SE AD-0250
CIRCLE INDICATES T P.
SHEARWALL ANCHOR LOC.
19'E'
OFFSET
HIGH SIDE
48'-0"
SEE NOTES AND TABLES ON PAGE 2 OF 2
REFER TO SU-01-0005 FOR
TNIR-34,674 "' Q
SEE WARNINGS AND CAUTIONS ON PAGE 2
ADD'L PIER REQUIREMENTS
JACOBSEN HOMES
00❑Paln
JACOBSEN HOMES
REFER TO THE JACOBSEN HOMES SETUP MANUAL AND
TNR- MODEL # 6483B-674
P607E 360, 600 PACKARD CF.
EAfi=TY HARBOR. FLDRIaA 34695
ADDENDUM FOR COMPLETE INSTALLATION INSTRUCTIONS
��®�
HUD WIND ZONE - 3
THIS BLOCKING DIAGRAM IS PROVIDED AS A COURTOUSY ONLY. THE LICENSED SET-UP
0000
I7l71 716-1Pg0
HUD WIND EXPOSURE CATEGORY - C
CONTRACTOR SHALL REVIEW THIS DETAIL AND VERIFY COMPLIANCE. THE LICENSED
SET-UP CONTRACTOR IS RESPONSIBLE AND FOR
www,Jndlomcs_mEn
34674 - PAGE 1 OF 2
LIABLE ALL INSTALLATION.
REFER TO SU-01-0020, SU-01-0021, AND OTHER DETAILS IN THE SET-UP MANUAL FOR MAXIMUM HEIGHT
(THIS IS NOT DESIGNED. NOR INTENDED, TO BE A STILT FOUNDATION)
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7'-2" X 9'-7'
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COLOVAL BI—FOLD
IXINAL
SU�, MASS LIVING ROOM DINING ROOM
D0Q1S I
°0M ta'-s- x 13'-10'
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BEDROOM #2
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II'-1" x to'-0'
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1,191 SQUARE FEET
Model T.-�
600 Pockord CBur{ It So'cly Harhor, Floridc 34595 c Tcicphone (727) 726-1138��R1,i (ALL S17FS ARE APPROx,.)
2�d L'ESIGNED FOR ZONES 11 & III
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JACOBSEN HOMES
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COLUMN INFO. TABLE
COLUMN PAD - MIN. SIZES (sq. in.
COL NUM.
SPAN
LOAD
tlN POUNDS)
1000
P'f SOIL
1500
110 SOIL
2000
P f SOIL
2500Io000
PA' SOIL e' SOIL
3500
P f SOIL
1
16'-2"
4575
659
439
329 1264
i 264
264
2
16'-2"
4575
659
1439
I
329
264 i 264
�
1264
3
5'-4
2975
428 286
214
171 171 171,
4
5' 4"
2975
428 286
214
17' I 171 171
5
{ 0"
I O
0 0
O
0 I 0 O
1
6
0"
_
0
0
0
—I
0
0 I 0 I 0
/
8
9
0
0"
0"
0
0
I 0
0 0
0 0
0 t 0
0
0
0
0 0 0
0. i 0 0
1 0 { 0 ! 0
10
0'
0 0 1 O
1 0 I
0 O 0
W A__R_ N f N G_ :_
1NSTAL.LING P 1e1ANL1FACTURED STRUC-URE/BUILDING CAN BE -Y-J R .F.LL R�iG�DlIS QNL
QUALIFIED PERSONNEL Si-HOuLD AT`EM�T TO INSTALL A MANUFACTURED STRUCTURE/BUILDING
IMPROPER PROCEDURES AND/OR TECHNIQUES COULD RESULT iN 5ERiSlS�`.z.�I R'L _D'tAit
IN ADDITION TO THE DANGER TO PERSONNEL, IMPROPER. SETUP/INSTALLATION COULD RESULT
IN EXTENSIVE/COSTLY DAMAGE TO THE BUILDING/STRUCTURE NEVER ATTEMPT INSTALLATION
IF YOU ARE NOT CUALIF!EO AND/OR DO NOT HAVE THt PROPER TOOLS AND/OR EQUIPMENT.
CAUTION.
MANUFACTURED BUILDINGS/STRUCTURES CAN WEIGH SEVERAL TONS IT (S VERY IMPORTANT
THAT ALL PERSONNEL, ON THE JOB SITE, BE QUALIFIED AND PROPERLY/ADEQUATELY TRAINED.
A STATE LICENSED SETUP CONTRACTOR IS REQUIRED TO BE RESPONSIBLE FOR ALL SAFETY
INITIATIVES, PROGRAMS, POLICIES, AND/OR PROCEDURES THAT MAY BE MANDATED BY OSHA
AND/OR ANY OTHER LOCAL, STATE, AND/OR FEDERAL CODES AND/OR REQUIREMENTS. THE
CONTRACTOR SHALL INSURE/REQUIRE THAT SAFE AND PROPER TECHNIQUES ARE UTILIZED.
1. REFER TO THE MOREL APPROVAL FOR PLAN SPECIFIC INFORMATION.
Z REFER TO THE JACODSEN HOMES SETUP MANUAL AMU ADDENDUM FOR CRMPUETE INSTALLATION
INSTRUCCION6- PIERN CAN BE RELDCATEU AND/OR SPANS INCREASED PER THE SETUP MANUAL
3. REFER TO RU-0I-0OOS FOR AOOMONAL PIER HEOU1REM S.
4. REFER TO THE APPROVED FLOOR PLAN FOR SHEARWALL LOCATION?; AND LOA65.
5. REFER TO AD-TD-/DO FOR SHEARWALL APPLICATIONS AND TIE-DUWNS.
B. REFER TO THE APPROVED FLOOR PLAN FOR SPECIFIC COLUMN LOCATIONS_ COLUMN PIERS) SHALL
BE LOCATED WITHIN G' OF EITHER SIDC OF THE COLUMN. ADDITIONAL PIERS MAY BE REQUIRED
ALONG THE MATING LINE. SEE THE SETUP MANUAL FOR SPECIFICG.
T. ALL lHoQ' WIDE FLOOR SYSTEMS REQUIRE PERIMETER AND MATING LINE BLOCKING.
e. ALL 2zG FLOOR SYSTQMrS VIIDER THAN 144' REQUIRE PERIMETER AND MATING LINE BLOCKING.
e- ANY SIDEWALL AREA WRIT A HOST BEAM OR A 5'TRUCTURAL ATTACHMENT SHALL HAVE PIERS
AND ANCHORS SPACED NO FURTHER THAN 48' D.C. MA3aMUM. ROME WINO ZONE AREAS MAY
REQUIRE CLOSER INSTALLATION, REFER TO THE JA.COBSEN HOMES SETUP MANUAL FOR SPECIFICS
(SEE &U-01-0005 ANO SU-01-00081. WHEN THE ATTACKE13 STRUCTURE RAM FOURTH WALL
CONSTRUCTION OR 19 DESIGNED AND CONSTRUCTED TO DE SIEIF NUPPORTTNG. THESE ADDITIONAL
PIERS AND ANC110RS ARE NET REBURIED -
Ill. MAIL PIER SPACING ON B' (-BEAM IS 915'. MA)C PRIES SPACING ON IU" OR 10' 1-BFAMT IS 1L'0'.
SEE NOTE 4 ON PAGEM ISU-0I-0003 THROUGH GU-01-002G.
MINIMUM
[-BEAM PIER SPACING
MATING LINE PIER SPACING
PERIMETER PIER SPACING
PIER PAD
1000
_., i111
1500
I P ::OBI
2000
n SOi:
1 2500 3000 1 3500
I ,.• SO L .i ... ,:,L
1000
t SOIL
1500 2000
.. • SL.I :, [: ,.
25CO ` 3000
c.• S:.it r. 1501E
3500
P SOi,
1000
.. - .
11500 1
1 501
2000
2500 13000
..+ SL:L I
1350C
.e• S".,, I ..
SIZE (sq.in.)
A
256 s q . i n .
30
i 40 t2
G6 t2
i ss 103• I
NAG
NIA
N/A
NIA
NIA
NIA
I N/A
NIA
N/A
N/A
N/A
N/A ! N/A
B
1 342 25 s q . i n .
42 1 GG t2
ga t2
%is NIB
NIG
N/A
N/A
N/A
I N/A
N/A
I N/A
NIA
NIA
� NIA
NIA I
N/A NIA
-`-' -----
-
C
1 396 s q . i n .
4s 77 t/2
tB5 Ire-
RTB I NIB
NIG
N/A
1 NIP
N!A
NIA
NIA
I NIA
NIA
NIP,
NIA
N/A I
N/A NIA
NIL
NIA
i NIA
NIA
IJ/n
IJ1A
N/!
N/A
NIA I N/A
p
4 0 0 S q I n
a8 IlZ I -m t2
sB7 I!2• I NIB ' NIB IUIB
I
N/A IV/A iJ/A
-
. .
- —
ar.
^
—NIA
-
1
m. E
j 432 875 s q . in.
$4 OS
I IIE Nt0 i NIB j
Nt❑
NIA
N/n
IJIA
N/A
I`I/n
NIA
IJ/A
IJtn
N/P.
NIA
r
`'
1 ., / 6 s y . t n.
—T4 I 115`
1
� NIB I NIO N7R1
I i
n
NB
NIA
I I�ii�
NIL,
NIL.
NIA
NIA
Iv/f
N/A
IJIP
NIA
NIA
1
t
�
-NIP.
(3 7 6 s q . i n.
117,12 I NIB
i Nac ti'B NTtI
NIB
NIA
Nt/+
N/A
I N/A
N/A
N/A
N/A
N/A
NIA
N/A
IJIA
I
HUI) V' di, 7UN
34671' PAGE 2 Or 2