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HomeMy WebLinkAboutInstallation Instruction; Model 1101 V Series467 Swan Ave a Hohenwald. TN 38462 a (800) 284-7437 a www.olivertechnologies.com a 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 REVISED By sEnN svoNCER � e� mn, emna REVIEWED By SEAN SWONGER at 633 M. Whin ti ••.{191a ey jay' s. o._o24a . -10' STATE OF Aug 24, 2018 F11_F rnov 467 Swan Ave o 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 1 101"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 thefollowing 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 (Q . 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 manufacturers instructions or per Florida Regs. SPECIAL NOTE: The longitudinal "V" brace system may also serve as a pier under the home and°shouldibe 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 removejacks. INSTALLATIONOFLONGITUDINAL "V" BRACE SYSTEM (Mode"11101 L "V") NOTE: WHEN INSTALLING THE LONGITUDINAL SYSTEM ONLY, A MINIMUM OF 2 SYSTEMS PER FLOOR SECTION IS REQUIRED. SOILTEST PROBE SHOULD BE USEDTO DETERMINE CORRECT TYPE OF ANCHOR PER SOIL CLASSIFICATION. IF PROBE TEST READINGS ARE BETWEEN 175 & 275 AS 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 54". VERTICAL TIES ARE ALSO REQUIRED ON HOMES. SUPPLIED WITH VERTICAL TIE 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'drlll'is5"'square tube to achieve appropriate length. PIERHEIGHT 1.25" 1.501, PIER HEIGHT 1.50" (40"Min. -45"Max.) Tube Length Tube Length gr�sDiaG6b29hole , (40- Min. -60"'Max.) Tube Length 7 3/4" to 25" 22" 18" 24 3/4" to 32 1 14'' 32" 18' 33" to41" 44" �18 40" to 48" 54" 18111 Diagram A Par E 14"to 18" 20" 18" to 25" 28" 24" to 35" 39" 30" to 40" "1, ' 36"to4W 54" Diagram B 5. Install (2) of the 1.50" square tubes (E) into the "U" bracket (i), 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 14"-14 x 3/4" self -tapping screws in pre -drilled holes.) INSTALLATION OF LATERALTELESCOPINGIRANSVERSE ARM SYSTEM (Model 1101 T"V") THE MODEL 1101 "V" (LONGITUDINAL & LATERAL PROTECTION) ELIMINATES THE NEED FOR STABILIZER PLATES & FRAME TIES. NOTE: THE USE OFTHIS SYSTEM. REQUIRES VERTICAL TIES SPACED AT 5'4". FOUR FOOT (41 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 T 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.) 72. 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 3/4" self -tapping screws in pre -drilled holes. Panel PATFNTb A63d1 Sn R, OTI4PR PATENT PFNnINr; Revision 08/23/1 E FILE COPY 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. (Le. 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 # SI62300H 5/8" X 3" or Powers equivalent). Place the CA bracket in desired location. Mark bolt hole'loeations, then using a 518" diameter masonry bit, drill a hole to a minimum depth of 3". Make sure all dust and concrete is blown out ofthe holes. Place wedge bolts into drille holes, then place 1101 (dry set) CA bracket onto wedge bolts and start wedge bolt nuts.Tak6'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 thr too of concrete. Complete by tightening nuts. k LATERAL: (Model I101TC"V"1 17. 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 #S 162300H 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 top of concrete 18. When using part# 1101 CVW (wetset) or 1101 CVD (dryset), install,per`steps,11 & 18. Notes: 1. LENGTH OF HOUSE IS THE+ACTUAL BOX SIZE 2. ? LOCATION OF TRANSVERSE. BRACING ONLY 3 .FJ = LOCATION OF LONGITUDINAL -'BRACING ONLY 4. =TRANSVERSE AND: LONGITUDINAL LOCATIONS -'i DTHS ANDLENGTHSUP TO 52' It 1i i ALL WIDTHS AND LENGTHS OVER 52-TO 80" TF IIL ,i i li (� ram, i iit I � — 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 �p,'�� pe PATENT# 6634150 & OTHER PATENT PENDING r Cop Pa e i Revision 08/23/1 E I-Tmnsverse Arm, I -Beam Connector I-Lansverse Arm ]-Seam Connector ® tl Pan ' 1 mI-D-TACA H-Transverse Arm H-Tran5verse Arm Part 1101-'N-TAU not shmm f Top(1.25') �. Tap 0.251 Bottom 1151 C, Bottom (I5.1 / y I I cement e ent Block I �—��-—�r��f' I CMII - Pier 1 1 �-=✓' Omitted I (,For Clarity j D-Concrete Transverse LmCladty J D- Pan Transverse Connector y Cenneaor y 1 C- Concrete Stab/ C- Ground Pan Fume, ` Anchor Baru Model # 1101 T' V" .. 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 l 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 (19" TUBE BOTTOM AND 1.25" TUBE INSERT) OR I.Y TUBE F ="V" BRACE I -BEAM CONNECTOR ASSEMBLY H = TELESCOPING TRANSVERSE ARM ASSEMBLY I =TRANSVERSE ARM 1-BEAM CONNECTOR (connects with grade 5 -1/2"x 2' 1 /2" carriage bolt and nut) ! = V PAN BRACKET (connects with grade 5 -1/2"x 2" 1/2" carriage bolt and nut) tl�_(js D. I -Transverse Arm, I -Beam Connector \\\`- F - "V' Brace I -Beam -Beam H-Transverse Arm Connectors G� Bottom tt5'1 Part' 1101 D-CPCA 9 Part' 1101 A-CPCA not t, D - Pan Transverse Connector ; Concrete Transverse Bracket C - Ground Pan / Concrete Footer Pan Bracket/ Concrete V Bracket E-'V'Brace Tube(1.5') Model # 1101 "V" FILERLIOr 0111m�Paoe 3 PATENT# 6634150 & OTHER PATENT PENDING Revision 09123/1 E w. � Ic p NONOTNLAR OIiSI1LAl PECE45FL n; "", 4 41 TeMfe:`I .4, A. HEIGHT. MEASURED VEMCALI.Y FROM THE SLOPED PLANE 6 THE TREAD NQCNGp OR DNISH SURFACE OF RAMP SLOPE. E NOT LESS THAN 34 INCTIES AND NOT DONE THAN 38 INCHES. A SHAH BE PRONDED ON AT LEAST ONE SNE OF EACH 3US RUN OF TREADS OF FUGIT WIN FOUR OR MORE RISERS. All A GELIUDES AND GLARES SMALL DE 6_SIENED TO RESIST A 50 PLF APPLIED IN ANY ORECRGI AT TPE TOP AND TO THIS LWD THROUGH H!E SUPPORTS TD THE STRUCTURE. THE WAFDS MANSE W. sORJINW. V.Yt. Oi EOJYAIExL M 2 RALUS MIR. (3) SIMPS'ON'S CBS 1/9 X 4-1/2- — WOW .SCREWS FOR RIM JOIST TO POST CONNECTION. (5) 16d NAILS OR EQUIVALENT P.T. STEP LANDINO MCCR FASTENED, TO HOST FLOOR MEMBERS UANG 9NPOSS 1/4' X 3-I/2- SDS 11OQD SCREWS OR EWIV. Al 12' O,C STAGGERED SCREW PATTERN 2%6 P.T. LANDAG CONSTFUCIICN IV O.C. FLOOR JOISTS USING (5) 16d NAILS OR EOUIVALMT AT EAGI MST 10 RIM MST co;a+cGREN. STAn PE.B —6 Osv 1NE NAXUUM MSUZ NEIMI MALL BE 7-3/4 INCES, TIE R5EP. SHALL BE MtXSURED I0VNIaUr 9ETVJ EN LDZBIUL EKES OF hi P01ACCNT THEA05. Th AlEAIEST AMR RM. T W W"I MY FU.ni STAIR$ SNAIL NOT IXQED lll'c SI UIST OY MME TUx A/ -Woo lxf t!:NI4W TPEAO O'SIH ENnLL BE 10 INQIES. TIE TRGD DEPTH SN41 DE M.EI.5JRE0 NCTB2ONTALLT ezIrEeI TIE vER11CAL PUNES a WE POREM=T MXCTAN a ADJACENT EM TR9 .WO AT A MWT A14ME TO THE T1✓FeJ:"S EE 4 VIOL ME 4PELTEST TBM OEPTh SHUN ANY lLVlI a St NS WU, M1'OT EYIFED THE AST RI .ONE TUN 3/8 &'OI. ME RA.US a GN ANQ AT ME UMNO EOIE a T4 TREAD Sltl BE NO G1,k. 1NAN 9QQ//[C1I6 P101. A I:I M1G NOT LESS 1 N 3/4 H, BMT IIOt.0BI MNI I.1/T WC m IIIE 1PEAD_F 5WA W tIY1PA a_BN `INAEW MYP3. A.VOSHO K MC REWLP.E9 XHFAE T. STRAP TO TRAP AROUND P.T 2 X 6 TIGMR.Y I (DO NOT OSER TENSION STRAPS) (EFTA GOES OF LANENG) ANT (ANWNG N.VNRnTIN IEOLeFW (1) 2 X 5 P.T. ATTACHED 10 POSTS USING (91 IOD NMIS M EQUIVALENT AT EAC4 Y4 VNOiNG MErart 5 sTD'S (MRq 226 TO POST CONEECDON. a'-0• LAxwxa NEKiN n 2 sllPS (uaL} EWI P.T. .$I U50 YVM SM 5/4" Y 6 BOARD RAIL CAP ENINGS SHALL NOT ALLOW' E PASSAGE aF A 4" DIAMETER SPHERE 2 X 4 TM d: BOTTOM ATTACHED TO TO POSTS MITI (2)19 MOD SCREWS ON INSIDE FACE. CPENLVGS rOR REQUREO GUARDS ON I. - SIDE OF STAIR TRUED SHALL NOT ALLOW A $HERE 4-318' TO PASS THROUGIL ATTACH TERS TEOEMV)u. (t)/BWOOOCREWW ROLIVV. EXISTING STRUCTURE / CBS ifD•IfFFTE OPTI[YY STEP$ ARE NSTMIEO INl E10$IING <ONCIYiIE, THE GROUND ANLMORS FNO REDOwTI S1PAP GN BE IXJIiIED. (3) 2 X 12 P.T. STAIR SIRINCER$ l!@ P.T. 4 X 4 POSTS SNAIL BF ANCHORED i0 ME E%ISW1C COKCPEIE SLAB USS4G SUYSON'S L-UHACNEi OR EWIIVALENT. 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