Loading...
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 J, g:A A/ sow 0 '(0. ;0 2 *2Tb ;-V- STATE OF JAI 0 R I "4)NA-0 1146111191losst Aug,24, 2418 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 Fj E o 0 -� 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. ! + 1 1, 1 e 1141-30-2018 *%. No C �9 cc: , nfirs .( 0 . /ON111 '7 •lllll111+ VUT•UL7OAATCO SGNt rlDBP6EO•t7]61FN V AAG.•IauxALGlMcai va:a POD. sMPx (fA8TO1CCJ7'i Is s. v'w owl qW? h 6 V �b 5 mm g. DruxnO rlwrtm:. ` G7EP COINSIRVCTION lroa arn.isi"rwwa l•l. War 7k5+ 4 VERTICAL VINYL SKIRTING ( components & installation I AT.TaCMEa wo - 344ncil 544lkwS 16"AP.®R"i x -- '"nDp VROtiT FL.ccR'., 5l�APS.-t TO '•ciao BACK t3tfSE9 SCRCWS eAMD PAmP—L Cvr.3 - T PA L--------�.7 7 LocK Suppaki 3.9 dit4has Pea FFooT SFXUREb �� 4EtaTc+4�'rcpN f } �2? 'tDP 044; AND TALC. OgrtE dS AR6 AGLE sl�tBiE $y �� • � REt+wwy G 'IbF, �04T QUA FUL"Aam % A-"TActico TOG RQU�Lt? *J lTk 7 incif t3AL t/kIJt2E4 V�gc1 : 19 °ac CIF SO-L tS SAJOo'/ I 02/02/2018