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Home My WebLink AboutREVISIONOLIVER TECHNOLOGIES, INC. INSTALLATION INSTRUCTIONS FOR FLORIDA MODEL 1101 "V" SERIES ALL STEEL FOUNDATION SYSTEM PAN & CONCRETE (revision 5/18) PATENT# 6634150 & OTHER PATENT PENDING REVISED By SEAN SWONGER a 6:32 em, W1118 REVIEWED By SEAN SWONGER W 8.93 w, 801118 SCPN�ED 6 unr� St• ��c�e C� 2 n' 4 i 41 \4 ,6 1 t✓ 1 � aunaear r"'-a^e ,.3 ?,� ,�``� { j• �.�1 y Aar°�� ? 1 A t �t �':..��A sy�• 0. LnG�2 • e ii • 7R' • •k � STATE OF ; Cr r°+n rinU`` Aug 24, 2018 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 15-1 B 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 (Q . 3. Place ground pan (C) directly below chassis I-beam. Press or drive pan firmly into soil until Flush orbeiow s it then install pier per manufacturer's instructions or per Florida Regs.E., SPECIAL NOTE: The longitudinal "V" brace system may also serve as a pier under the home and should be oaded 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. '. N INSTALLATION OF LONGITUDINAL "V" BRACE SYSTEM (Mode(1101 L "V") NOTE: WHEN INSTALLING THE LONGITUDINAL SYSTEM ONLY, A MINIMUM OF 2SYSTEMS PER FLOOR SECTION IS REQUIRED. SOIL TEST PROBE SHOULD BE USED TO DETERMINE CORRECTTYPE OF ANCHOR PER SOIL CLASSIFICATION. IF PROBE TEST READINGS ARE BETWEEN 175 & 275 AS FOOT ANCHOR MUST BE USED. IF PROBE TEST 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 VERTICALTIE CONNECTION POINTS (PER FLORIDA REG.). 4. Choose one of the approved longitudinal tube installations; either D(agranVA 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`.50square tube to achieve appropriate length. PIER HEIGHT 1.25" 1.50" 4 `z PIER HEIGHT 1.50" (40" Min. - 45" Max.) Tube Length Tube Length, `,6 yrr`6.�ias( 62'1 hole,(40" Min. - 60" Max.) Tube Length 7 3/4" to 25" 22" 18" r 24 3/4" to 32 1 /4" 32". 18`-<- ., 33"to 41" 40" to 48" 54" r 18' Diagram A 5. Install (2) of the 1.50" square tubes (E) 6. Place I-beam connector (F) loosel'y,on 7. (For Diagram A installation) Slide'the s with bolt and nut. (For Diagram B in`sti and nuts. 14" to 18" 20" 18" to 25" 28" 24" to 35" 39" 30" to 40" 44" 36"to48" 54" Diagram B -U" bracket (J), insert carriage bolt and leave nut loose for final adjustment. :om Flange of the I-beam. 1.25" tube (E) into a 1.50" tube (E) and attach to I-beam connectors (F) and fasten loosely Attach the selected 1.5"tubes (E) to the I-beam connectors (F) and fasten loosely with bolts 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) 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 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 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 150" 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. Pane I PATFNTS AA141 Sn R OTHFR PATFNT PFNr11Nr; Revision 08/23/18 467 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 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 ofthe-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 vv doe bolt needs to beat or below thi top of concrete. Complete by tightening nuts. rr-4: " i" 17. For wet set (part # 1101-W-TACA) installation simply install the anchor bolt into iunrierAooter 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 Powers{equivalent) into (D) concrete dry transverse connector and into drilled hole. If needed, take a hammer and lightly,d-1 a the wed°ge'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-CVO (dryset), install,pest4s,-1,7;& 18. Notes: 1. LENGTH OF HOUSE IS 2. [3 -= LOCATION OF TF 3 91 = LOCATION OF L( 4. K�- =TRANSVERSE AF IG ONLY :ING ONLY LOCATIONS AND LENGTHS UP TO 52' } 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 52' and up 80'. PATENT# 6634150 & OTHER PATENT PENDING Page Revision 08/23/1 E I -Transverse Arm, I -Beam Connector D - Pan Transverse H- Transverse Arm / Top (1.25') Bottom 0.51 C-Ground Pan I -Transverse Ann, I -Beam Connector Cement Block Omitted I LFor'anty ) D-Concrei _y Connector Concrete � Tooter Foote, H-Transverse Arm Pad a 1101-W-TACA not shown / Top (1.25) Bottom (1.5') I CMU - Pier Omitted I / LFor Clarity MNNI�� Bolts Model # 1101 T "V" �{{ Model # 1101 TC "V" Florida approved 4' ground anchors may be used in all locations except where home manufacturers'sp }Iifications for sidewall straps are in excess of 4,000 lbs. These locations require a T anchor. Per Florida code. t ra s!- C = GROUND PAN / CONCRETE TOOTER 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 (1.5" TUBE BOTTOM AND 1.25" TUBE INSERT)OR 1:5" TUBE F ="V" BRACE ]-BEAM CONNECTOR ASSEMBLY l H =TELESCOPING TRANSVERSE ARM ASSEMBLY I =TRANSVERSE ARM I -BEAM CONNECTOR (connects with grade 5 -1/2P 2 '1/2"carri4ge bolt and nut) J = V PAN BRACKET (connects with grade 5 -1 /2" x 2" 1/2" carriage bolt nd, nut) I -Transverse Arm, I -Beam F-"V°Brace .I -Beam Connectors H-Transverse Arm / Top 1 Bottomm (1.(1.5") D - Pan Transverse Connector / Concrete Transverse Bracket C-Ground Pan / Concrete Footer - Pan V Bracket / _ Concrete V Bracket E-"V'Brace Tube(1.5") Model # 1101 "V" Pane 1101 D.CPCA 8 Part Y 1101 W-CPCA not shown PATENT# 6634150 & OTHER.PATENT PENDING Model # 1101 C "V" Page3 Revision 08/23/1 E HANDRAIL GRIP 517E 2)'maA. 1 �'�H CI 1 •.!� j EI LTA 5,E NONCIRCUEAR CIRCULAR RECESSED Hnamlal O)• rDlRnefvr >E�' -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 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 APPUED IN ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE ME GUARDS MAYBE N001). AMAIIHUM. Vwtt. OR EWIVAI£Ni. 2 X 2 BALUS MIN. (3) SIMPSON'S SOS 1/4- X 4-1/2• — WOOD SCREWS FOR RIM JOIST TO POST CONNECTION, (5) 16E NAILS OR EQUIVALENT P.T. STEP LANDING FLOOR FASTENED, TO HOST FLOOR MEMBERS USING SIMPON'S 1/4' X 3-I/2" SOS WOW SCREWS OR EOUM AT 12. O.C. STAGGERED SCREW PATTERN 2X6 P.T. LANDING CONSTRUCTION IS' O.G. FLOOR JOISTS USING (5) ISO NAILS OR EOVVALENT AT EACH J ST TO RIM JOIST CONNECTION. 30' GROUND W/ TIE GOV STRAP TO WRAP AROUND P.T. 2 X F (DO NOT OVER TENSION (EACH SIDES OF STAIR AND LANDING ILLUNINAnON REOuwED ]'-0- U:DNG HEIGHT - S STEPS 4'-9' LANDNO HEIGHT - T STEPS : YALWN RISER HEIGHT SNAIL BE 7-3/1 INMES ME RISER 1LL BE MEASURED MUCNLY BETWEEN HEADING OBOES OF THE IACENT MEADB. THE GREATEST RISER HUGHT WTMN ANY RUGIT STAIRS SHALL NOT CONED ME SAA EST BY MORE MAN 3/8 INCH. NwIWY HRBZON DFPM BETWEEN T T 10 AVK .PI.ANES TPFOF D THE FO SHALLT BPE R O1HEECMY ADJACENT TREADS AND AT A EIGHT.0UENO THE V UEADHG EDE CREATEST TREAD DEPTH µT FMCiE OF STAIRS SHLL. NOT EXCEED UfESTBYYONf THAN ]/B INCH. ' MO//NS IY' GURV>NURE AT ME UFABIN4 EOGE OF ME TREAD SHALL BE NO GRGTIN NOT MORE THAN I ILBAE6PRIW . MOS�TIARWAY5G NOT1 MM1 SG1D @USERS 4 M A NOSING S NOTEGIIRED EI T. 5/4' X 6 BOARD RAIL CAP OPENINGS SHALL NOT ALLOW�) `R'• THE PASSAGE OF A 4' DIAMETER ISPHERE (1) 2 X 6 P.T. ATTACHED TO POSTS — US1NG (5 I6D NAILS OR EWIVALENT AT EACH 2X6 TO DST CCNNECTON. A W/ MIN. (1)p8 WOOD SCREW OR BOTTOM EXISTING STRUCTURE / T SOS ASTS NM 11 IF STEPS ARE INSTALLED ON EXISDNG CONCRETE. ME GROUND ANCHORS AND 11EDOWN STRAP CAN BE OMITTED. (3) 2 X 12 P.T. STAIR STRINGERS THE P.T. 4 X 4 POSTS SHALL BE ANCHORED TO THE EXISTING CONCRETE SLAB USING SIMPSON'S L-BRACRET OR EWIVALENT. NOTE, CONTRACTORE ••L •• IL ALL DIMENSIONS •AN •LI )RPRIOR TO CONSTRUCTION, All STAIR •u'•A LS TO BE PRESSURE TREATED LUMUER Hn '11•41-30.2018 "I 4GENT H/'- * No. 96� • -Op iG SAT F'SW �'ss/ONAL �G•. V,AT •anwTE Desnuvnw eleen• Irowx Nc D a.wmvwal 4 VERTICAL VINYL SKIRTING ( components S installation Woe BACK :qT-TgG)4fiO WjTW '�F LeeK SCRiWS 16"APAar 1 suAPi1MT17 -rgp SAf/(t 141069 SCR&W5 AND PANEL C�4 3.9 Ifk41L" ME FOOT SECU96 '(j� �P�E"TILATLON DOCK AYD BDTTbm RN4 vw lov Loweo Srt.1L..EWS 4ALL DAMELS A SACCESQL9L.E $y Rew"lows 7LP i�ONT Awry WLiIUJ UP OM PANEL.! 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