HomeMy WebLinkAboutINSTALLATION MANUAL (1)OLIVER TECHNOLOGIES, INC
page t
revision 6/07
FLORIDA INSTALLATION INSTRUCTIONS FOR THE
MODEL 1101 "V" SERIES ALL STEEL FOUNDATION SYSTEM
MODEL 1101"V" (STEPS 1.15)
LONGITUDINAL ONLY., FOLLOW STEPS 1.9
FOR ADDING LATERAL ARM; Follow Steps 10.15
FOR CONCRETE APPLICATIONS: Follow Steps 16-19
ENGINEERS STAMP
SCANNED
BY
St. Lucie County
ENGINEERS STAMP
SPECIAL CIRCUMSTANCES: If the following conditions occur - STOP! Contact Oliver Technologies at 1-800-284-7437 :
a) Pier height exceeds 48" b) Length of home exceeds 76' c) Roof eaves exceed 16" d) Sidewall height exceed 96"
e) Location is within 1500 feet of coast
INSTALLATION OF GROUND PAN
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.
INSTALLATION OF LONGITUDINAL "V" BRACE SYSTEM
NOTE: WHEN INSTALLING THE LONGITUDINAL SYSTEM ONLY, 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
(Approx. 45 degrees Max.) Tube Length
1.50" ADJUSTABLE
Tube Length
7 3/4" to 25"
22"
18"
24 3/4" to 32 1/4"
32"
18"
33" to 41"
44"
18"
40" to 48"
54"
18"
5. Install (2) of the 1.50" square tubes (E {18" tube) ) 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. 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 W" 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 four(4) 114"-14 x 3/4" self -tapping screws in pre -drilled holes.
INSTALLATION OF LATERAL TELESCOPING TRANSVERSE ARM SYSTEM
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.
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-up 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.
15. Secure 1.50" transverse arm to 1.25" transverse arm usina four (4) 1/4" - 14 x 3/4" self-taooina screws in pre -drilled holes.
OLIVER TECHNOLOGIES, INC. Telephone: 931 796 4555
1-800-284-7437 Fax: 931 796 8611
02/02/2018 File Copy www.olivertechnologies.com
page 2
INSTALLATION USING CONCRETE RUNNER 1 FOOTER revision 6107
,16. A concrete runner, tooter 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, and 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/tooter OR When installing in cured concrete use Part #
101-D-CPCA (dryset). The 1101 (dryset) CA bracket is attached to the concrete using (2) 518"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 top
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/tooter. 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 lightly 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 too of concrete.
19. When using part # 1101 CVW (wetset) or 1101 CVD (dryset), install per steps 17 & 18.
Notes:
1. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE
2. • = STABIUZERR PLATEAND FRAIVIETIE LOCATION (needsto
be bated v&n 18uxhes ofcalerofgarid pan orconaue)
3. C� LOCATION OF LONGITUDINAL BRACING ONLY
4. K -=TRANSVERSE&LONGFFUDINALLOC4TlONS
REQUIRED NUMBER AND LOCATION.QF MODEL 1101 "V" OR 1101 C "V"
ALL WIDTHS; AND LENGTHS UP TO 52'
I
I
Ali �'� ;i� � \I� �11 ■
•
•
HOMES WITH 5/12 ROOF PITCH REQUIRE: PER FLORIDA REGULATIONS -
6 systems for home lengths up to 52' and 8 systems for homes over 52' and up 80'. One stabilizer
plate afffililhe tie required at each lateral bracing system.
rprs mail be used in all
bons except where
ie manufacturers sped
ions for sidewall straps
in excess of 4,000 lbs. ,1 Transverse arm I beam jl _n I • y roj - 1p1,,
se locations require a 5' connector
ior Per Florida Codo. ,\H Transverse arm
/ �� Top (1.25-) 1
bottom (1.5') j' C = GROUND PAN
4 D = GROUND PAN CONNECTOR
D Ground \� / F ..^V bracer I beam
( U BRACKETS TRANSVERSE
Pan y✓/ i connecters 11 E = TELESCOPING V BRACE
bansve se i e„' lc' TUBE ASSEMBLY W/ 1.5 BOT-
// \ connectors " / i ,\\ J ground Pan TOM TUBE AND 1.25 TUBE
V Bmcket INSERT
F = "V' BRACE I -BEAM CONNEC-
TORS ASSEMBLY
E 'V BracoTub H = TELESCOPING TRANSVERSE
Top (1.25-) ARM ASSEMBLY
Bottom (1.5-) 1 = TRANSVERSE ARM I -BEAM
Ground Pan CONNECTOR
J= V PAN BRACKET
Model # 1101 "V"
Longitude dry
concrete bracket
part # 1101 D-CPCA
Wet bracket part #
1101 W-CPCA not
shown
iom may be used In all
lions except where home
ufacturers specifications
idewall straps we in
!as of 4.000 lbs. These
lions require a Wencher.
Florida Code.
U bracket
TubJ
l'
tsl
02/02/2018
Alternate Hole for it) P�er Assembly
Narrower Beam Flange
Grad�r-' `Grades-1/2"x 1'
^/' Camage Boll & Nut
e'S/l- 1:2' x 2 11,
Carnage Boll B Nul
I -BEAM CONNECTOR BRACKET
Transverse am I beam
connector
t�\HTransverse an
�-..— Top (1.25')
bottom (1.5' )
F :'V' bravo I beam
connectors
J Concrete
_�-- -V" Bracket
IF;emote
ooterf Rumor
�I
Model # 1101 C "V"
OLIVER TECHNOLOGIES, INC.
1-800-284-7437
Model 1101 CVD
Model 1101 CV)A
not shown
page 3
rcviaion 6/07
C = CONCRETE FOOTER/RUNNER
D = CONCRETE U BRACKET TRANSVERSE
CONNECTOR (connects colds grade 5 -12" x 2
12— 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 CONNECTORASSEMBLY
(connects with grade 5 - 112" x 4" carriage bolt
& nut)
H =TELESCOPING TRANSVERSE ARM
ASSEMBLY
1=TRANSVERSE ARM I -BEAM CONNECTOR
(Connects with grade 5 -12" x 212— carriage bolt
& nut)
J= CONCRETE 'NP' BRACKET (connects with
grade 5 -1/2" x 4" carriage bolt & nut)
Telephone: 931 796 4555
Fax: 931 796 8811
www.olivertechnologies.com
' 4
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02/02/2018
MAN•iRAll GRIP SIZE
1:, 21
aoAI _L
L^L^_
A.
MONMEMAR CYKMW RECESSED
'HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE
ADJO'NING ME TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE,
STALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES.
'HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH
CONONUOUS RUN OF TREADS OF FLIGHT w1M FOUR OR MORE RISERS.
• HANDRM ASSEMBUES AND GRADS SHALL BE DESICNEO TO RESIST A
LOAD OF 50 PLY APPLIED IN ANY DIRECTION AT ME TOP AND TO
TRANSFER MIS LOAD THROUGH THE SUPPORTS TO ME STRUCTURE.
ME LLARDS.AVOE M.`OO. ALL. VWTL ryi fOUIVALENi,
2 K 2 BALUS
WIN (3) SIMPSUH'S SOS 1/4• x 4-1/2• —
W000 SCREWS FOR RIM JUST TO POST
CONNECTION. (5) ISO NAILS OR FOUVALENt
P T STEP LANDING FLOOR FASTENED
TO HOST ROM MEMBERS USING 9MPON'S
1/4• 2 3-1/2• SOS WOOD SMEws OR
EOUIV AT 12' O.C. STAGGERED SCREW PATTERN
i YAmuyV RISER HEWLt %N BL t !/F n% HE& ME RISER
ALL OF MEASURED VERTICALLF EE!".FN LfADNG EDGES OF ME
JACENT MEADS. ME CREATEST M';n +OMR "MIN ANY HIGH
STNRS 54At1 NOT EXCEED MC SWALLE51 81 NORE 1. ]/, IR
YIHWI:Y 'END DEPTH SH"LL BE To 4( LS ME TRFID OEPM SHALL BE
RSJRED HORZO TALL, OETFEEN ME t(oMAI PLANES OF ME 1OtEY05t PROJECTION
QWCMT TREADS AND AT A RGfI ANQE TO ME TREAD'S LCADRIG IIIIDGE.
E S TRCAO CUM TNN4TUN ANv RIOir SIT STNRS SHALL NOt [,,,6 ME
. ST BT 4C.0 MAN 3/6 IROA r
f RAOFIS OF MRVATURE AT ME LENDING EPR OF MF mr.n e..u. n. .... ..... �.
T 5/E• E 6 BOARD RAIL CAP
I%fi RI IANUNO GOO NAIL RON—� 0 1
16. OL FLOOR JOATS EACH
(S) 16e NAILS M
EWIVALENT AT EACH JUST TO PoN JUST
CONNECTION.
30• GROUND ANCHOR
W/ TIE DOWN STRAP
STRAP TO WRAP AROUND P T. 2 A 6 DGHD3'
(00 NOT OVER TENSION STRAPS)
(EACH SIDES OF LANDING)
STAR AND LAMYNO IW,4wADON REDLARLO
(1) 2 K 6 P.T. ATTACHED TO POSTS
USING (51 16D NAILS OR EWIVALENT AT EACH
V3-0• LARDING HEIGHT . 5 STEPS (4W) 2%6 TO (POST CONNECTION.
•-OP L...NG •(NNl - I STEPS
EAOI P.T, LViT FASI
mat uERR; (3) 1/E•
Mow SCERS OR m
IMES SHALL NOT ALLOW
PASSAGE OF A A• DIAMETER SPHERE
2 N 4 TOP k BOTTOM ATTACHED TO
TO POSTS VAN (2)E9 WOOD SCREWS
ON INSIDE FACE.
1.
OPENINGS FOR REWIRED GUARDS ON ME
I,
ESTAIR TREADS SHALL NOT ALLOW A
SIriERE RE h3/9• i0 PASS THROUGH
I � 1
ATTACH W/ Yrv. (jSyBWOOD TEBS TSCREW OR EBOTTOM OUV
(3) 2 A 12 P.T
i
ICI 10 P.T 2.6 DSTS "M
3 PER CMKCPOI
CONCRETE OPTION.
IF STEPS ARE INSTALLED ON ELSP.NG CONCRETE. ME GROUND
ANCHORS AND REDOM STRAP CAN BE WITTED.
STAIR STRINGERS ME PT. 4 N A POSTS SHALL BE ANCHORED TO ME EMSTRiG
CONCRETE SLAB USING SAMPSON'S L-BRACKET OR EGUIVALENT
• 41 30 2018
NOTE:CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
A[ I DIPANSIONS AND CONDITIONS PRICR TO CONSTRUCTION,
ALI STAIR COMPONENTS TO Z-EEL1%I2H TRFATEQ NUMBER S/ONAL. '
A FASTENERS IN ONTA .T NTH P.T.UMBER TO BE HO) oOff' r "N17FD OR STAINLESS 51EEL l,...
Vu:r U urR PI V[In //rvO tRFO•,r0uw
NOTE:CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
A[ I DIPANSIONS AND CONDITIONS PRICR TO CONSTRUCTION,
ALI STAIR COMPONENTS TO Z-EEL1%I2H TRFATEQ NUMBER S/ONAL. '
A FASTENERS IN ONTA .T NTH P.T.UMBER TO BE HO) oOff' r "N17FD OR STAINLESS 51EEL l,...
Vu:r U urR PI V[In //rvO tRFO•,r0uw