HomeMy WebLinkAboutOliver Technologies paperwork467 Swan Ave ° Hohenwald. TN 38462
(900)284-7437
www.olive rtech no l ogies.com
Fax (931) 796-8811
OLIVER TECHNOLOGIES, INC.
INSTALLATION INSTRUCTIONS FOR FLORIDA
MODEL 1101 "V" SERIES ALL STEEL FOUNDATION SYSTEM PAN & CONCRETE (revision 5118)
PATENT# 6634150 & OTHER PATENT PENDING
REVISE®
By SEAN SWONGER at 6.32 am, 6131118
E
EWEDER at 6:33 M, 8/31/18
RECEIVED
MAR 04 ?919
ST. Lucie County, Permitting
-SCANNED
BY
St. Lucie County
`t9ttlllf l: 1�°fe
- . A/
..
°No. 042144
-Q STATE OF e^�
e'11911119D9
Aug 24, 2016
467 Swan Ave • Hohenwald, TN 38462
(800) 284-7437 % www.olivertechnologies.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: Follow 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 below soil 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 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 (Model 1101 L "V")
NOTE: WHEN INSTALLINGTHE LONGITUDINAL SYSTEM ONLY, A MINIMUM OF 2 SYSTEMS PER FLOOR SECTION IS REQUIRED. SOILTEST PROBE SHOULD BE
USED TO DETERMINE CORRECTTYPE OF ANCHOR PER SOIL CLASSIFICATION. IF PROBE TEST READINGS ARE BETWEEN 175 & 275 A 5 FOOT ANCHOR MUST
BE USED. IF PROBETEST READINGS ARE BETWEEN 276 & 350 A 4 FOOT ANCHOR MAY BE USED. USE GROUND ANCHORS WITH DIAGONALTIES AND
STABILIZER PLATES EVERY 5'4" .VERTICALTIES ARE ALSO REQUIRED ON HOMES SUPPLIED WITH VERTICALTIE CONNECTION POINTS (PER FLORIDA REG.).
4. Choose one of the approved longitudinal tube installations; either Diagram A 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 9/I6•D1a.(562) hole. _ (40" Min. - 60" Max.) Tube Length
7 3/4" to 25"
22"
18"
24 3/4" to 321 /4"
32"
33" to 41 "
44"
18"
40" to 48"
54"
w .
Diagram A
Part E
r.
14"to 18"
20"
18" to 25"
28"
24" to 35"
39"
30" to 40"
44"
36" to 48"
54"
Diagram B
5. Install (2) of the 130" square tubes (E) into the "U" bracket 0), 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 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. (For Diagram B installation) 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 1101 'V" (LONGITUDINAL& LATERAL PROTECTION) ELIMINATESTHE NEED FOR STABILIZER PLATES & FRAMETIES.
NOTE:THE USE OFTHIS SYSTEM REQUIRES VERTICALTIES SPACED AT T41".
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 4,0001bs.
require a 5' anchor per Florida Code.
11. Select the correct square tube brace (H) length for set-up lateral transverse at support Iocation.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 (1) with bolt and nut.
14. Secure 1.50" transverse arm to 1.25" transverse arm using four (4)1 14" -14 x 3/4" self -tapping screws in pre -drilled holes. Page,
pATFNTit r,ARd1 Sn R, OTHFR PATFNT PFNIIINr Revision 09/23/l E
167 Swan Ave
Hohenwald. TN 38462 • (800) 284-7437 • www.olivertechnologies.com a Fax (931) 796-8811
INSTALLATION USING CONCRETE RUNNER/ FOOTER
I S. 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.
NOTE: The bottom of all footings, pads, slabs and runners must be per local jurisdiction.
LONGITUDINAL: (Model 1101 LC "V")
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 1101 (dryset) CA bracket is attached to the concrete using (2) 5/8"x3" concrete wedge bolts (Simpson part #
5162300H 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 thl
ton of concrete. Complete by tightening nuts.
LATERAL. (Model 1101 TC "V")
17. For wet set (part # 1101-W TACA) installation simply install the anchor bolt into runner/footer. For dry set installation (part It I I01-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 ISTHE ACTUAL BOX SIZE
2. =. LOCATION OF TRANSVERSE BRACING ONLY
3 = LOCATION OF LONGITUDINAL BRACING ONLY
4.;C -=TRANSVERSE AND LONGITUDINAL LOCATIONS
ALL WIDTHS AND LENGTHS UP TO 52'
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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 52' and 8 systems for homes over S2' and up 80'.
PATENT# 6634150 & OTHER PATENT PENDING Paae 2
Revision 08/23/1 E
u
I-Twweeme Arm. I -Beam Connector
H-Transverse Arm
/p (15')
BottToom (151
C- Ground
Model # 1101 T "V"
I -Transverse Ann, I -Beam Connector
Part 1101-13-TACA
j H-Transverse
Arm
Part#11D1-%V-TACAnotsoo o
Top 11.15'I
k
t
i
i
Bottom (15")
I Cement Block 1
ICh1U-Pier
Omitted i
Omitted
LFor Clarity J
D-Concrete'ransvers
`Fos Clarity J
y
Connector
y
rete51a6!
>
4
Poocer
Foote,
Anchor
(
Bolts
Model # 1161 TC "V"
Florida approved 4' ground anchors maybe used in all locations except where home manufacturers specifications for sidewall
straps are in excess of 4,0001bs. These locations require a 5' anchor. Per Florida code.
C = GROUND PAN / CONCRETE FOOTER OR RUNNER
D = GROUND PAN / CONCRETE U BRACKETS TRANSVERSE CONNECTOR (connects with grade 5 -1/2"x 2" 1/2"carriage bolt and nut)
E =TELESCOPING V BRACETUBE ASSEMBLY 0.5" TUBE BOTTOM AND 1.25" TUBE INSERT) OR 1.5" TUBE
F ="V" BRACE I -BEAM CONNECTOR ASSEMBLY
H = TELESCOPING TRANSVERSE ARM ASSEMBLY
I =TRANSVERSE ARM I -BEAM CONNECTOR (connects with grade 5 -1/2"x 2" 1/2"carriage bolt and nut)
J = V PAN BRACKET (connects with grade 5 -1/2"x 2" 1/2" carriage bolt and nut)
i -Transverse Arm, I -Beam Connector
F- "V'Brace l-Beam
Connectors
H-Transverse Arm `
Bottom 0.57
D - Pan Transverse Connector
/ Concrete Transverse Bracket
C - Ground Pan
/ Concrete Footer - Pan V Bracket t
_ Concrete V Bracket
E-"V'Brace Tube(1.5")
Model # 1101 "V"
Pane 1101 D-CPCA 8
Part 011011 - PCA no's mvn
PATENT# 6634150 & OTHER PATENT PENDING
Model # 1101 C "V"
Page3
Revision 08/23/1 E
HANEIRAll GRIP SIJA.
E �d
NONCtRCULAR CIRCULAR RECESSED
R .Dln 4-�UI PRM4101 ".
-HANDRAIL HEIGHT. MEASURED VSRTICALLY FROM THE SLOPED PLANE
ADX
JOMUG :HE TREAD NOSING, OR FI141SH SURFACE OF RAMP -LOPE.
SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 3B INCHES.
-HANDRAIL SHALL BE PROMOED ON AT LEAST ONE SIDE OF EACH
CONTINUOUS RUN OF TREADS OF FLIGHT WIN FOUR OR MORE RISERS.
• HANDRAIL AESENBLJES AND GUARDS SHALL BE DESIGNED TO RESIST A
LOAD OF 50 PU' APPMED IN ANY DRECMCH AT THE TOP AND TO
TRANSFER THIS LDAD THROUGH THE SUPPORTS TD THE STRUCTURE,
MF EUAROS NAl9E MCA, ALDIYNW, NNY., OR EQUIVALENT.
2 X 2 BALUS
MIN, (3) SIMPSON'S SIDS 1/4- X 1-1/2' —
WOOD SCREV6 FOR RIM JOIST TO POST
CCNNECRON. (B) 16d NAILS OR EQUIVALENT
P.T. STEP LANDING MOOR
TO HOST FLOOR MERGERS USINE
1/4' X 3-1/2' SUS WOOD `-
EQUIV, AT 12' D.C, STACGERF.O SCREI
2X6 P.T. LANDING
16- O.C. FLOOR JOISTS USING (0)
EQUIVALENT AT EACH JOIST
HECHT SHALL BE 7-3/4 INCHES. ME RISEN
VERTICALLY MINTER LEADING EDGES Of THE
ME GREATEST RISER NEVBO WMIN ANY RICHT
R CXCEED VIE CNALUSt BY NONE MAN 3/31=1
DEPTH SHALL: or 10 Marc%. N¢ TRCAD DEPTH GHAL BE
ALLY SCORER THE WflInCAL PLANES or ME FGTEUOST ARMENIAN
S AND AT A NIGHT ANGLE 10 ME TREAD'S LLADNG EDGE
D IIEPM YOUR ANY MIGHT U STAINS SHALL NOT EX..F0 ME
MAN 3/0 LYCH,
rAiNm' Al ME LANE [cCC DE 1 MEAD SHALL DE NO CREAM
1. S/C X B BOARD HAIL CAP
30' GROUND ANCHOR
W'/ THE DOWN STRAP
STRAP TO WRAP AROJND P.T. 2 X 6 TIGHTLY
(00 Nor OVER 1E11BON STRAPS)
(EACH SIDES OF LANDINC)
AN,
MD LAN0w0 IuuuNAna ncOUAm
(I) 2 X G P.T. ATTACHED TO POSTS
USING (Bl 160 NALS OR EGULVAJ.ENT AT EACH
S-0' UNMxG HEIGHT • 3 EmP6 p 2XG 10 POST CONNECTOR. -
P-LY LAxwln ncXPrt - T STmS (M)
EACH
AEST
WOOD
ALL NOT ALLOW
i OF A 4' OIAINCTER SPIICRC
2 X 4 TOP k BOTTOM ATTACHED TD
TO POSTS WITH (2)9B WOOD F.CREVIS
ON INSIDE FACE.
MS
TO TOP k BOTTOM
(11dB WCOD SCREW OR EOUIV.
/ ' / /'�
EXISTING STRUCTURE
'35
0 P.T. BANNER (SAIL
O.0 SVADNC. FAST.
NAILS CA EQUAL
.1 .6 AYITS WM
COIIOI OP" S 'I
IF STEP6 ARE NSTALLED CIS EASIING CONCRETE. THE OROUNO
AMMONS AND REDOV01 STRAP CAN BE ¢WITTED.
(3) 2 X 12 P.T. STAR STRINGERS RIC P.T, 4 X .I POSTS SHALL BE ANCHORED TO THE EXISINC
CONCRETE SLAG USING SIMPSON'S L-UAACHEI CN EQUIVALENT.
NOTE:
Cne TRACTRR SHAH RP RESPONSIBLE FOR VERIF)MG
ALL DHA NSIONS� ANa CONDITIONS PRIOR TO CONSTRUCTION,
ALL STAIR COMPONENTS TO RE PRESSURE TRFATED-LUAIOM
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(IF SO%(. IS SANDY!T71EA1
02/02/2018
467 Swan Ave a Hohenwald. TN 38462 a (800) 284-7437
www.oiivertechnologies.com
Fax (931) 796-88 i 1
OLIVER TECHNOLOGIES, INC.
INSTALLATION INSTRUCTIONS FOR FLORIDA
MODEL 1101 "V" SERIES ALL STEEL FOUNDATION SYSTEM PAN SrCONCRETE (revision 5/18)
PATENT# 6634150 & OTHER PATENT PENDING
•`REVISED
REVIEWED
8y SEAN SWONGER at 6:33 am, 8/3f/98
SCANNED
BY
St, Lucie County
,0}99199:8IIr
r
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o...0aaz
C -X�
ice. � :gym
a-0 = STATE OF q:4
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0 R X •,C6
°°prr9e999°°4
Aug 24, 2016
467 Swan Ave • Hohenwald, TN 38462 • (800) 284-7437
www.olivertechnologies.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: Follow 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 1-beam. Press or drive pan firmly into soil until flush or below soil 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 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 4through 9 below then remove jacks.
INSTALLATION OF LONGITUDINAL "V" BRACE SYSTEM (Model 1101 L "V")
NOTE: WHEN INSTALLINGTHE 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 MAY BE USED. USE GROUND ANCHORS WITH DIAGONALTIES AND
STABILIZER PLATES EVERY 5W. VERTICALTIES ARE ALSO REQUIRED ON HOMES SUPPLIED WITH VERTICALTIE CONNECTION POINTS (PER FLORIDA REG.).
4. Choose one of the approved longitudinal tube installations; either Diagram A 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 9/16'Dia. (.5627 hole (40" Min. - 60" Max.) Tube Length
7 3/4" to.25"
22"
18" -
243/4"to321/4"
32"
18".,'..
33"to 41"
44"
18"
40" to 4B"
54"
18, ,
Diagram A
Part E
11
14" to 18'
20"
18" to 25"
28"
24" to 35"
39"
30" to 40"
44"
36"to48"
54"
Diagram B
S. Install (2) of the 1.50" square tubes (E) into the "U" bracket (A 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 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. (For Diagram B installation) Attach the selected 1.5" tubes (E) to the I-beam connectors (F) and fasten loosely with bolts
and nuts.
S. 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 3X'self-tapping screws in pre -drilled holes.)
INSTALLATION OF LATERAL TELESCOPING TRANSVERSE ARM SYSTEM (Model 1101 T "V")
THE MODEL 1101 "V" (LONGITUDINAL & LATERAL PROTECTION) ELIMINATES THE NEED FOR 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. 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 1-beam connector (1) with bolt and nut.
14. Secure 1.50" transverse arm to 1.25" transverse arm using four (4) 1 /4" -14 x 3/4" self -tapping screws in pre -drilled holes. Page,
E
no",,,
pATFNTE A,h1A1 Sn R, A)THFR PATFNT PFNr)INf, Revision
'67 Swan Ave
Hohenwald. TN 38462
(800) 284-7437 • www.olivertechnologies.com • Fax (931) 796-8811
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 m_i-x
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.
NOTE: The bottom of all footings, pads, slabs and runners must be per local jurisdiction.
LONGITUDINAL: (Model 1101 LC "V")
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 1101 (dryset) CA bracket is attached to the concrete using (2) 5/8"x3" concrete wedge bolts (Simpson part #
S 162300H 5/8" X 3" or Powers equivalent). Place the CA bracket in desired location. Mark bolt hole locations, then using a 51W 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 thi
too of concrete. Complete by tightening nuts.
LATERAL: (Model 1101 TC "V")
17. 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 #5162300H 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.
18. 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.;^^ = LOCATION OF TRANSVERSE BRACING ONLY
3 = LOCATION OF LONGITUDINAL BRACING ONLY
4. =TRANSVERSE AND LONGITUDINAL LOCATIONS
ALL WIDTHS AND LENGTHS UP TO 52'
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ALL WIDTHS AND LENGTHS OVER 52' TO 80"
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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'.
PATENT# 6634150 & OTHER PATENT PENDING Paae
Revision 08/23/1 E
1-Transv\er`se Arm, I -Beam Connector
D-Pan
H -Transverse Arm
/ Tap (12S')
Bottom (15')
C-Ground Pan
Model # 1101 T "V"
I -Transverse Arm, 1-Beam Connector
/ Part: 1101-D-TA a
H-T,.mvene Arm Pan I101-W-TAG notm.n
Tap p 2S'1
Bottom (151
t
1
1 Cement Block I 1CMU-Pier l
Omitted r Omitted
LFor Clarity D-Concrete Transverse `For Clarit"v
y Connector y
C-Concrete Slab/ 72` 18'Maz.
Foote,
( Ancbor
Bdu
Model # 1101 TC "V"
Florida approved 4' ground anchors maybe used in all locations except where home manufacturers specifications for sidewall
straps are in excess of 4,000 lbs. These locations require a 5' anchor. Per Florida code.
C = GROUND PAN / CONCRETE FOOTER OR RUNNER
D = GROUND PAN / CONCRETE U BRACKETS TRANSVERSE CONNECTOR (connects with grade $ -1/2"x 2" 1/2" carriage bolt and nut)
E =TELESCOPING V BRACE TUBE ASSEMBLY (1.5" TUBE BOTTOM AND 1.25" TUBE INSERT) OR 1.5" TUBE
F = "V" BRACE I -BEAM CONNECTOR ASSEMBLY
H =TELESCOPING TRANSVERSE ARM ASSEMBLY
I =TRANSVERSE ARM I -BEAM CONNECTOR (connects with grade 5 -1 /2" x 2"'112" carriage bolt and nut)
J = V PAN BRACKET (connects with grade 5 - 1/2"x 2" 1/2" carriage bolt and nut)
i-Transverse Arm, I -Beam Connector
F- "V"Brace I -Beam
Connectors
H-Transverse Arm
Bottom (1.5i
D - Pan Transverse Connector
/ Concrete Transverse Bracket
C - Ground Pan —
/ Concrete Footer
1- Pan V Bracket 1
Concrete V Bracket
E -"V"Brace Tube (i.5")
Model # 1101 "V"
PATENT# 6634150 & OTHER PATENT PENDING
Part: 1101 o-CPG 8
Pang 11011Y-CPCA not flown
Model # 1101 C "V"
Pace 3
Revision 0812311 E
� E
NONCIRCULAR CIRCULAR REGES6E0
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•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 MORE THAN 38 INCH-e5.
-HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH
CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS
e HANGNAIL 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.
ENE CUMDS NAVIIE WDCD, AW WNUN, WNtt, Mi EOUIWLENT,
'TAW nFAT AMR�ItFiIR
ME MANMVM RISW HEIGHT SHALL BE 7-3/4 INCHES. THE RISER
SHALL SE MASLOW VENTI N Y BETWEEN LEADING EDGES DF TH:
ADJACENT TREADS. THE GREATEST RISER FFIGNT WRAP ANY OUGHT
OF STAIRS WALL NOT CADGER TIC SMALLEST BY MORE 14AM 3/8 INW,
BIG M.NINUN EGAD DEPTH SHALL OE 10 INCHES. THE TREAD DEPTH SHALL DE
MFA,VW HORRM (ALLY BETJIEEN WE VERTICAL PLANES OF THE FOREMOST PROJECTION
Oi AD)AC.ENT TREADS MD AL A RIGHT ANGLE TO THE ]RENTS LEADNG EDGE.
THE GREATEST ]READ BROTH M,,, ANY FIGHT Or STAIRS SHALL NOT EXEEE➢ E-E
WV'oST RY MWHE THAN 3/8 "E"
THE RADIUS OF WRYATIIRE Ar WE LEMNR EOGC OF 9E T1EAO SHALL DE NO GREATER
THAN 9)16 NCH. A NOSNG NOT LEST MAN3/4 NCH OUT NOT MORE THAN 1-1 41NDXE6
SHAIt bE PARADED fN STAIRWAYS WW SWS RISERS. A NOSING 15 HOT REMIS ANERE
THE INEAD DEPTI IS A NiNNUN OF II WCHEA _
x X 2 BALUSTER
MIN, (3) SIMPSON'S SDS 1/4-
WOOD SCREWS FOR RIM JOIST TO POST
CONNECTION. (5) 16E NAILS OR EDUIVALENT
P.T. STEP LANCING FLOOR FASTENED
TO FIOS1 FLOOR MEMOCRS USING SIMPON$
1/4' X 3-1/2' BOB WDOU) SCREW$ OR F • ` P',
ECUIV, AT'12' 0,0. STAGGERED SCREW PATTERN iax
2M6 P.T. LANDING CONSTRUCTION
16' O.C. FLOOR JOISTS USING SO) 100 NAILS OR
EQUIVALENT AT EACH JOIST TO RIM JOIST
CONNECTION.
30' GROUND ANCHIXH
w'/ TIE DOWN STRAP
STRAP 10 WRAP AROUND P.T. 2 k 6 TIGHTLY
(DONOT OVER (E N SIDES TENSION
LANDING)
5/4' X G BOARD RAIL CAP
EXISTING STRUCTURE
/ ��
ipsr uswc �i) 1/4' vi-1%2' IMPOOR EDI
MW GCREN OR EnHWAUEN
IENINGS SHALL NOT ALLOW,
iE PASSAGE OF A 4' DIAMETER SPHCRE
2 X 4 TOP & BOTTOM .ATTACHED 10
TO POSTS WITH (2TIS WOOD SCREWS
ON INSIDE FACE.
/ OPENINGS FOR REQUIRED WARDS ON THE
ERC Or SPHERE 4-3/8- TREADS8- TOPASS THROUGLLGW A
H�
ggLUETERS TO TOP & BOTTOM
(I S V100D SCREW OR EQUIV.
(3) 2 X 12 P.T. STAIR STRINGERS
STAIR AND LMOINO LUAwwnTM REOWRED
USING2 X G P.T. ATTACHED Q VALEN
USING (5) 160 NAILSONNE OR EQUIVALENT IT EACH
3'-0' LANDING HERNIT 5 s1FP6 (wM) 4%6 TO PPOST CONNECTION,
4'-0' LANDING IIDCIT I STEP^ MR)
NOTE:
TDAr•TOR SH&L.UE R SPON 15LE FOR VERIEYING
III I DIEAEUIONS AND CONDITIONS PRIOR TO CONSTRUCTIOM.
Al l _STAIR CRMPIIN T9j,5 TO B PRE5_9SlBE_T6EAIEQ-.I.1IMBEI;
Al l FASTFNFHS IN QQH TACT W11H P.I�IJjL(flEH_LQ_@,EJ1Q.L�71eSALYBNIZER_OEL.SS.IAINLEIS. IEEL
LUVOEN
RSSTS WTI
FEuDE L04IED A =oral-Iarsa. wnI1NGussAurs AunAT ARC le"ILR 40Rt MAN!OMRED VERTULLY 10 ME mi 1 dTAt AHY PANT W1HH w INCHES 10 ME EG, OF iH[ OR.
5IX.
[ANCHORS
+fR�Tr pPT0.4_
tEP5 AHE NSTALLED ON EXISTING CONCRETE. THE GROUND
ANO TEOOWN STRAP CAN BE OMNTEO.
P.T. 4 X •1 POSTS SHALL BE ANCHORED TO THE EMOSINGCRETE SLAB USWG SIMPSON'S L-BRACXEI CH EQUIVALENT.
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02/0212018