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HomeMy WebLinkAboutInstallation InstructionOLIVER TECHNOLOGIES, INC.
INSTALLATION INSTRUCTIONS FOR FLORIDA
MODEL 1101 "V" SERIES ALL STEEL FOUNDATION SYSTEM PAN & CONCRETE (revision 5118
PATENT# 6634150 & OTHER PATENT PENDING
REVISED
By SEAN SWONGER at G32 am, 8131116
REVIEWED
By SEAN SWONOEH at 6:33 am, 8MI118
RECEIVED
NOV 2 5 2020
Permitting Department
St. Lucie County
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467 Swan Ave • Hohenwald, TN 38462 * (800) 284-7437 • www,olivertechnotogies.com • Fax (931) 796-8811
OLIVER TECHNOLOGIES, INC.
FLORIDA INSTALLATION INSTRUCTIONS FOR THE
MODEL 1101 "V" SERIES ALL STEEL FOUNDATION SYSTEM
MODEL 1101"V" (Steps 1-14)
LONGITUDINAL ONLY: Fallow Steps 1-9
LATERAL ONLY: Follow Steps 1-3 and Steps 10-14
ENGINEERS STAMP FOR CONCRETE APPLICATIONS: Follow Steps 15-18 ENGINEERS STAMP
1. SPECIAL CIRCUMSTANCES: If the following conditions occur - STOP! Contact Oliver Technologies at 1-800-284-7437:
a) Pier height exceeds 48" c) Roof eaves exceed 16" e) Location is within 1500 feet of coast
b) length of home exceeds 76' d) Sidewall height exceed 96"
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 or belaw'seil,then install pier per
manufacturer's instructions or per Florida Regs. :'
SPECIAL NOTE: The longitudinal "V" brace system may also serve as a pier under the home andshould bg.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 4through 9 below then remove jacks. L' F
INSTALLATION OF LONGITUDINAL "V" BRACE SYSTEM (Moc!4110i L"V-)
NOTE. WHEN INSTALLING THE LONGITUDINAL SYSTEM ONLY, A MINIMUM OF 2 SYSTEMS PER FLOOR SECTION 15 REQUIRED. SOILTEST PROBE SHOULD BE
USEDTO DETERMINE CORRECTTYPE OF ANCHOR PER SOIL CLASSIFICATION. IF PROBETEST READINGS ARE BETWEEN 175 & 275 A 5 FOOT ANCHOR MUST
BE USED. IF PROBETEST READINGS ARE BETWEEN 276 & 350 A 4 FOOT ANCHOR MAYBE USED. USE GROUND ANCHORS WITH DIAGONALTIES AND
STABILIZER PLATES EVERY 5'4" . VERTICALTIES ARE ALSO REQUIRED ON HOMES SUPPLIED WITH,IJERTKALTIECONNECTION POINTS (PER FLORIDA REG.).
4. Choose one of the approved, longitudinal tube installations; either DiagrarriiA or B. Then select the correct square tube (E) length from the
diagram for appropriate pier height at support location or cut and"drill 1 5° square tube to achieve appropriate length.
PIER HEIGHT 1.25" 1.50" PIER HEIGHT 1.50"
(40' Min.- 45' Max.) Tube Length Tube Length ,. `9n6"Dia (S62")hole (40° Min. - 60' Max.) Tube Length
7 3/4" to 25"
22"
18"
243/4" to 321 /4"
32"7.
33" to41"
44"
1ii3"
40" to 48"
Par E
14"-to 8".
20"
18" to 25"
28"
24" to 35"
39"
30" to 40"
44"
36" to 48"
Diagram A ►^0.75--I
`t Diagram B
5. Install (2) of the 1.50" 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. (For Diagram A installation) Slide'the.selocted 1.25" tube (E) into a 1.50" tube (E) and attach to 1-beam connectors (F) and fasten loosely
with bolt and nut. (For Diagram B irstallation) Attach the selected 1.5"tubes (E) to the I-beam connectors (F) and fasten loosely with bolts
and nuts.
8. Repeat steps 6 through 7 to create the "V" pattern of the square tubes loosely in place.
9. Using standard hand tools tighten all nuts and bolts. (For Diagram A installation only, secure 1.25" and 1 .50" tubes using
four(4) 1 /4%14 x 3/4" self -tapping screws in pre -drilled holes.)
INSTALLATION OF LATERAL TELESCOPING TRANSVERSE ARM SYSTEM (Model 1101 T "V")
THE MODEL 1161 "V" (LONGITUDINAL & LATERAL PROTECTION) ELIMINATES THE NEED FOR STABILIZER PLATES & FRAMETiES.
NOTE: THE USE OF THIS SYSTEM REQUIRES VERTICAL TIES- SPACED AT 5-4". '
FOUR FOOT (4') GROUND A14CHOR MAY BE USED EXCEPT INHERE 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. 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.)
12. Install the 1.50 transverse brace (H) to the ground pan connector (D)'with bolt and nut.
13. Slide 1.25" transverse brace into the 1:50" brace and attach to adjacent I-beam connector,U) with bolt and nut.
14. Secure 1.50" transverse arm to 1.25",transverse arm using four (4) 1 /4" -14 x 314" self -tapping screws in pre -drilled holes. Paae i
PATFNTt! AA, 415n R, OTHFR PATFNT PFNnINr; Revision 08/23/1 E
INSTALLATION USING CONCRETE RUNNER/ FOOTER
15. 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, 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. 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.
ANTE: The bottom of all footings, pads, slabs and runners mustbe.per local jurisdiction.
LONGITUDINAL: (Model 1101 LC "V71
16. 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 110I (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 drille
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.
,f
LATERAL: (Model 1101 TC "V")
17. For wet set (part # 1101-W TACA) installation simply install the anchor bolt intol'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 Pavers 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 beat or below the too of concrete.
18. When using part# 1 Y01 CVW (wetset) or 1101 CVD (dryset), insta8,,per steps;17 & 18.
Notes:
1. LENGTH OF HOUSE IS THE= -ACTUAL BOX SIZE
LOCATION OF TRANSVERSE. BRACING ONLY
3 KI = LOCATION OF L©NGITUDIN' t 'BRACING ONLY.
4. :.` =TRANSVERSE AND'.LONGITUDINAL LOCATIONS
=NGTHS UP TO 52'
i
ALL WIDTHS AND LENGTHS OVER 52' TO 80"
HOMES WITH 5/12 ROOF PITCH REQUIRE: PER FLORIDA REGULATIONS
6 systems for home lengths up to 527 and 8 systems for homes over 52' and up 80'.
PATENT# 6634150 & OTHER PATENT PENDING Page Z
Revision 08/23/1>
ALL WIDTHS AND LENGTHS OVER 52' TO 80"
HOMES WITH 5/12 ROOF PITCH REQUIRE: PER FLORIDA REGULATIONS
6 systems for home lengths up to 527 and 8 systems for homes over 52' and up 80'.
PATENT# 6634150 & OTHER PATENT PENDING Page Z
Revision 08/23/1>
I -Transverse Arm,[ -Beam Connector
� gg
'I
D - Pan Transverse Connector
/ Concrete Transverse Bracket
C - Ground Pan
/ Concrete Footer
I -Transverse Arm,i-Beam Connector
I'M 0 1101-D-TACA
H-Transverse Arm Par"I101-W-TACAnotshown
/
/ / Top (1251
Bottom o s )
I CMU - Pier t�
Z_ Omitted I
D- Concrete Transverse (,For Clarity I
Connector _
C-Concrete5fab! 12- 18"Max.
Footer
Baits
Model # 1101 T "V" Model # 1101 TC "V"
Florida approved 4' ground anchors may be used in all locations except where home manufacturers specifications for sidewall
straps are in excess of 4,000 lbs. These locations require a T anchor. Per Florida code.
C = GROUND PAN / CONCRETE FOOTER OR RUNNER
D = GROUND PAN / CONCRETE U BRACKETS TRANSVERSE CONNECTOR (connects with grade 5-7,1 /2`X 2" 1/2" carriage bolt and nut)
E =TELESCOPING V BRACE TUBE ASSEMBLY 0.5" TUBE BOTTOM AND 1.25 TUBE INSERT)..,OR 1 `.S" TUBE
l
F="V"BRACE 1-BEAM CONNECTOR ASSEMBLY
H =TELESCOPING TRANSVERSE ARM ASSEMBLY �E
I =TRANSVERSE ARM I -BEAM CONNECTOR (connects with grade 5- /2' X 2' 1 /2"carriagd'bolt and nut)
J = V PAN BRACKET (connects with grade 5 -1 /2" x 2" 1/2" carriage bolt'and,nut)
lu
• nF1.1
I -Transverse Arm, I -Beam Connector'•;
fi-Transverse Arm
F - "V'Brace I -Beam
=`
Connectors
u - lop (1.25")
Bottom (1.5"j
Ig
Part# t 101 D-CPCA B
Part 0 1101 %%-CPCA not shown
Pan V Bracket /
Concrete V Bracket
E -"V" Brace Tube (1.5')
Model # 1101 "'V"
PATENT# 66341.50 & OTHER PATENT PENDING
Model # 1101 C "V"
Page 3
Revision 08/23/1 E
HANRAIL GRIP S12rT
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NONCIRCIILAR CIRCULAR RECE96E0
Vafun¢{ya 4'-Gig PlRtRG27 7•y
-HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE
ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE.
SHALL BE NOT LESS THAN 34 INCHES AND NOT NDRE THAN 38 INCHES.
-HANDRAIL SHALL BE PROVIDED ON. AT LEAST ONE SIDE OF EACH
CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR. OR MORE RISERS,
• HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A
LOAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP AND TO
TRANSFER THIS.LOAD THROUGH THE SUPPORTS TO THE STRUCTURE.
THE GUARDS NAYBE WOOD. ALUMINUM. VINYL, OR EOUIVALENt.
2 X 2 BALUS
MIN:'(3)SIMPSON'S SOS 1/4" X 4-1/2-'--
WOOD SCREWS FOR RIM JOIST TO POST
CONNECTION, (5) 16d NAILS, OR EQUIVALENT
P.T. STEP LANDING FLOOR FASTENEO
TO HOST FLOOR MEMBERS USING SIMPON'S
1/4- X 3-IJ2- SOS. WOOD_ SCREWS OR
EQUIV, AT 12" O.C. STAGGERED SCREW PATTERN
MAXMUU RISER hFIGHT SHALL BE 7-3/4 INCHES. THE RISER
IL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE
AGENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT
STARS SHALL NOT EXCEED THE SMALLEST BY MORE 7HAN 3/3 INCH.
MINIMUM TREAD V--PTH SHALL BE 1G THCHES. THE TREAD DEPTH SHALL. BE
.SUREO HORIZONTALLY BETWEEN 711E VERTICAL PLANES OF THE FOREMOST PROJECTION
ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE,
GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED'714E
ILLEST'BY MORE TfAN'3/B INCH.
RADNIS OF CURVATURE AT THE LEADINO EDGE OF THE TREAD SMALL BE NO GRFATE'
EXISTING STRUCTURE
EACH P.T. POST FASTENED 70 PERMETER----"
JOIST USING (3) 7/�� X 4-1/2' EIMPSON'S SDS
WDaO. SCREWS OR EgLFVAtEt1T.
�'r I
6,-0, TYAPX .T. 5/4" X 6 BOARD RAIL CAP
OPENINGS SHALL NOT ALLOWy
THE PASSAGE OF A4 DIAMETER SPHERE
2 X 4.JOP & BOTTOM:ATTACHED TO
TO POSTS: WITH (2)u8 WOOD SCREWS
ON INSIDE, FACE.
%OPENINGS FOR REQUIRED GUARDS ON THE
` SIDE OF''STAIR TREADS SHALL NOT ALLOW A
`-. SPHERE•.4-3/8' TO PASS THROUGH.
ATTACH N BALUSTERS
WOODTSCREW ORBEGUIV
x
—P.T.2xs ;•
2X6 P,T. LANDING CONSTRUC110M
16" O.C. FLOOR JOISTS USING (5) 16d NAILS OR
EQUIVALENT AT EACH JOIST TO RIM JOIST -
CONNECTION.
30" GROUND ANCHOR- (3) 2 X 12 P.T. STAIR STRINGERS
Y!/ TIE DOWN STRAP
STRAP TO WRAP AROUND P.T. 2 X 6 TIGHTLY
(DO NOT OVER TENSION STRAPS)
(EACH SIDES OF LANDING)
STAIR AND LANDING. ILWMWATCN FEOUIRED
(1) 2 X 6 P.T. ATTACHED TO POSTS
USING (5) 16D NAILS OR EQUIVALENT AT EACH
Y-0- LANDING HEIC411 - 5 STEPS (MIN.) a 2X6 TO POST CONNECTION,
4'-0' LANDING HL7CHT - 7 STEPS (MIN.) '
/ �E, •• FOR YERIFYING
a
ALL Y :\6 C0110111014S PRIOR TO fL
AL f BE PRESSURE TREhTEQ
CONTACTALL FASTENES5..IN ... . IQ-QE-HOT DIP&ALYAWIZED OR 5.TAINLESS STEEL
"2 X 6 P.T. LUMBER (SPOIL ORSP02)
46' O.C. FARNO, FASTEN USING
160 NAILS OR EDUAL
16 TO P.T. 2m JOISTS WITH
CONNECTION
GUARDS SHALL BE LOCATED, ALONG OPEN=Soo`
WALKING SURFACES. RICIAONG STAIRS. RAUPS AND
LAL'WNGS. TfA7 ANE tOCAIEO. MORE 7HAN 30
DlCIdS NEASUREO vERDCALLY TO raE FLOCR OR
GRADE BELOW AT ANY FIMUT WMHIII 36 INCHES
HORIZONTALLY 10 THE EDGE OF T$ OPEN SDI.
CONP.RFTF ORTIDNL
IF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND
ANCHORS AND TIEDOWN STRAP CAN BE OMITTED.
THE P.T. 4 X 4 POSTS 91ALL BE ANCHORED TO THE EXISTING
CONCRETE SLAB USING SIMPSON'S L-BRACKET OR EQUIVALENT.
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