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Home My WebLink AboutInstallation Instruction for Steel Foundation System Pan & ConcreteOLIVER TECHNOLOGIES, INC. INSTALLATION INSTRUCTIONS FOR FLORIDA MODEL 1101 " Y" SERIES ALL STEEL FOUNDATION SYSTEM PAN & CONCRETE (revision 5118) PATENT# 6634150 & OTHER PATENT PENDING REVISED BgSEAN SWONGER at 6:k aat, BOW REVIE1, WED By SEAM S WONGER at 6:33.am, 8/31l18 . Ylwf �a t`e a �S = �•q�gf19f0�B1B� 4 t'r p o o O..0242 +P a ' e STATE OF �a 411Pa � '► J�rpga�c+C 1 bl fffii��'�~gt Aug 24, 2016 4, Choose one of the approved longitudinal tube installations; either diagram for appropriate .pier height at support. location or tut and= PIER HEIGHT 1,25" 1.50" (4T Min.- 45° Max.) Tube Length Tube Length 7 3/4" to 25" 22" 24 3E4" tti:321 /4" 33" to 41" 44!' 40" to 48" 54." 1$�, OLIVER TECHNOLOGIES, INC. FLORIDA INSTALLATION INSTRUCTIONS.FOR THE MODEL 1901 "17" SERIES ALL STEEL FOUNDATION' SYSTEM MODEL 1101"V" (Steps 1-14) LONGITUDINAL ONLY: Follow Steps 1-9 LATERAL ONLY: Follow Steps 1-3 and Steps 1:0-14 ENGINEERS STAMP FOR CONCRETE APP.LiiCATIONS: Follow -Steps 15-18 ENGINEERS STAMP 1. SPECIAL CIRCUMSTANCES: If the following conditions occu r - STOP! Can fact Oliver Technologies at 1-80.0-:284-7427 a) Pier height exceeds 48" 0 Roof eavesexceed 16" e) Location is within 1500 feet of coast b) length of home exceeds 76 d) Sidewail height exceed,96" INSTALLATION OF GROUND PAN 2. Rernove weeds and debris in an approximate two foot square to expose firm soil for each ground pin �C) . 3. Place ground pan (C) directly below chassis 1-beam. Press or drive pan firmly into soil until flush or below sod then install pier per manufacturers instructions or per Florida Regs. SPECIAL NOTE; The longitudinal.' W brace system may also serve as,a pier under the home and should be loaded as any other pier, it is recommended that after leveling piers, and one-third inch (1/3"):before home is loweitdcompletelyon to piers, complete steps 4 through 9 below then remove NOTE: WHEWINSTALLING THE LONGITUDINAL SYSTEM ONLY, A MINIMUM Of 2 SYSTEMS PER'. USED TO"DETERMINE CORRECT TYPE OF ANCHOR PER SOIL CLASSIFICATION. iF PROBE TEST R BE USED. iF PROBETEST READINGS ARE BETWEEN 276 & 350 A 4 FOOT ANCHOR MAV BE U STABILIZER PLATES EVERY 5W' . VERTICAL TIES ARE ALSO REQUIRED ON .HOMES 5UPP1 IED'WI or B. Then select the correct square tube (E) length from the del 1101 L "V") CTION 15 REQUIRED. SOIL TEST PROBE SHOULD BE ARE BETWEEN 175 & 275 A 5 FOOT ANCHOR MUST GROUND ANCHORS WITH DIAGONALTIES AND :ALTIE CONNECTION POINTS (PER FLORIDA REG.). tube to achieve appropriate length. PIER HEIGHT 1.50" (4W Min. - GO' Max.) Tube Length 14" to.1.8" 20" 18" to 25" 28" 24" to 35" 39" 30" to 40" 4.4" 36" to 4$" 54" �'Rant E k, Diagram A'a Diagram B :. 5. Install (2) of the 1,50" square tubes (E) into,;the'r(J" 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 1=beam. 7. (For Diagram A installation) Slide the seie ted 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 in- on) 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" pattem,of the square tubes loosely in place. 9, Using standard hand tools tighten all nuts and bolts. (For Diagram A installation.oniy, secure 1.25" and 1 .50" tubes using four(4) 1 14"A 4 x 3/4' self-tapping.screws in pre=drilled holes.) e I TALLATION OF LATERAL TELESCOPING TRANSVERSE ARM' SYSTEL& (Model 1101 T "V") THE MODEL 1101 "V" (LONGITUDINAL &LATERAL PROTECTION) ELIMINATES THE NEED FOR STABILIZER PLATES & FRAMETIES. .NOTE: THE USE OFTHIS SYSTEM REQUIRES VERTICALTIES 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'N ground anchors per }tome manufacturer's instructions; NOTE: Centerline anchors to be sized according to soil torque condition. Any manufacturer's specifications for sidewall anchor loads in excess of4,000 tbs. require a T anchor per Florida Code. 11. Select -the correct square tube hrace,(H) length -for set-up lateral transverse at support location.The lengths come in either 60" or 72" lengths, (With the 1,5.4" tube as the bottom tube, and the 1.2V' 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 /4" 14 x 3/N'self4apping screws ill pre -Chilled holes. a e ,. pATFNTa l kttAI; t z rlTHFR PATPmT'PFitinwr, Revision 08/23/1 E INSTALLATION USING CONCRETE.RUNNER/ iFOOTER 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. NOTE: The bottom of all footings, pads, slabs and runners must be per local jurisdiction. LONGITUDINAL: (Model. I101 L+C"V"l 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" contrPte 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 hales. Place wedge bolts into drille holes, then. place 1101 (dry. -set) CA bracket onto wedge bolts and start wedge bolt nuts. Take<am , ham 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 cone `rate 48e bolt needs to be at or below tier top of concrete. Complete by tightening nuts. 17. For wet set (part # i ioi-W TACA).installation simply install the anchor bolt into mark bolt hole locations, then using a 518" diam.. masonry bit. drill a hole to a n blown out of the hole. Place wedge bolts (Simpson part #S162300H 5/8" X 3" a connector and into drilled hole. If needed; take a hammer and lightly drive the hit the top of threads on bolt), then remove the nut. The s}e 1$. When using part# 1101 CVW (wetset) or 1101 CVD (dryset), Notes.. 1. LENGTH OF HOUSE ISTHE A[TUAAL t' 2.' _= LOCATION O¢TRANSVERSE BR, 3 F` = LOCATION OF i QNG61'>t#®iWI 18. ONLY IG ONLY NGTHS UPT052' For dry set installation (part # 1101-D TACA rti of 3" Make sure all dust and concrete is vaient) into (D) concrete dry transverse down by hitting the nut.(making sure not to t � i r I� ij r. ALL WIDTHS AND LENGTHS OVER52` TO 80" HOMES WITH 5/12 ROUT 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 Page 1 Revision 08/23/1 E I -Transverse Arm. I -Seam Connector Patt & 1101- o - TACA H -Transverse Arm Part d 1101- W -TACA not shown Top (1.257. Bottam'03 1 CMU -Piet Omitted D-Concrete Tramverse LEorClarity J Connector C-Concrete Slab! r" Footer 18' Max. Bolts Model # 1101 T "!Yr ,., Model # 1101 TC "V" Florida approved 4' ground anchors maybe used in all locations except where home manufacturers`spetlficationsfor sidewall straps are in excess of 4,000 lbs.These locations require a 5' anchor. Per Florida code. m 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 BRACE TUBE ASSEMBLY (1.5" TUBE BOTTOM AND 1.25" TUBE INSEMT) QR 1:5" TUBE F ="V"BRACE 1-BEAM CONNECTOR ASSEMBLY s 4, 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 boit and nut) `OM A - tiJ'• }� �4YsI t -Transverse Arm,1-Beam Connector f i \\ F- "V"Brace )-beam lJk Connectors H -Transverse Arm / \ /Top ? / Bottomm (11 (1 S") ,- D - Pan Transverse Connector / Concrete Transverse Bracket C-Ground Pan — / Concrete Footer Pan V Bracket / Conaete V Bracket E - "V" Brace Tube (1.5") Nlode1 # 1101 "Yn PATENT# 6634150 & OTHER'PATENT PENDING Part 1101 D-CPCA. � Pared 1101 W-CKA not she own # 1101 C "V„ Page 3 Revision.08/23/1 1.