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3/2712007 _ i'? 6785745700 BRIAN VALEN T E PAGE C. 4 0+ ' !YF 1, -q' • s � A TectiwoL0ot8R, N ` r zinnias C 1 : • Qi �+ : a F R IWS RUCTnows FDR ME b xs No, 15396 A tl . . ; : fries. itea•v" Were i"i!n . " 1 MODEL !10l.t"t/" Lc>wtaiTf3po�gygt ONLY: : a, POLLOW12173PS 1-9 , 1, 'STATE OF At fa FOR AMMO LATERAL ARM: `; 'fgra rug - 4rr.. F3oliner WPM enowsas STAMP • S ES: !f the following conditions Occur , STOP! Confect OiYua► T= ,. , .. , ... = 1-1300-284-7431 e) Pier 48° b) Length of home exceeds 78' c) Roof ttenree exceed 18" d) Bldewall height exceed 96” e) Locatrr3n le within 1$0O feet of coast ;? . Remove 4ceeds end debris in an approximate two foot square to emcee firm son for each ground pen (C) . :; . Race grokind pan (C) directly below chassis 1-beem . Pressor drive pen fe nfy into soil until flush with or below soli. SPECIAL !NOTE: The longitudinal "V" grace system serves as a pier under the home end should be bailed as any other tiara it Is recommended that after Wear; piers, and one-half inch (1/21 before home is towered completely on to piers, vbmplete steps 4 through 9beiow. • NoTe.: WHEN METALLING THE 'M" PEE FLGOR SECTION IS REQUIRED. SOIL TUT PROBE WOULD Si USED TO DETERMINE comer ITI OF ANCHOR PEN EDO- CLAEGIFIGNTIQN. IF PROBE TEST READi C1 ARE aertnTEcN 178 i 276 A 8 RIOT MICRON MUST BS CORD. IF PROBE TEST READING! ARE BETWEEN 478 a 866 A 4 FOOT AN o t i r r ^ AY Bt: USED. USE GROUND ANCHORS WITH DIAGONAL TIES AND STAMMER PLATES EVERY 5'i" . VERTICAL RES ARE ALSO REQUIRE OAt HOMES SUPPLIED 1t1n t VERTICAL TM COMMOTION MINIM (PER FLORIDA Mok) • 4 Select the corned square tube brace (E) length for set - up (pier) height at support location. (The 16" tube is °Ways used as the bottom pert of the tongitudnhei arm). Neste: Either tuts: can be. used b 8, evt and drilled to length as long as a 4 to 48 degree angle It, maintained. PIER HEIGHT 1.2S" ADJUSTABLE i:kpprcx. 45 degrees Mex.) Tube Length e Length - ADJUSTABLE • e "i' nitre L@ngltl 7 314" to 25" 27'`°` 18" 24 3/4" to 32 1/4" 32" 3�3 to 41" 1 B" 40" to 46" 5. Install (2) of the 1.50" square tubes (E {18" tube) ) Into the "u" bracket (J). insert carriage bolt and leave nut loose for Ina ardjustmert. 6. PlaCti I-beam connector (F) loamy on the bottarn fbange of the 1 -beam. 7. Slide the selected 1.25" tube (E) Into e 1.50" tube (E) and attach to I-beam connectors (F) and fasten loosely with tort and nut. 8. Repeat steps 6 through 7 to create the "V' pattern of the square des loosely fe place.. The degree And not below 40 degrees. angle is lot to exceed 45 9. r ►Iter ail bone are tightened, secure 125" end 1.50' tubes using tour(4) 1/4"-14 x 314" set-tapping screws In wed holes. • !NE ltTOtht?L sill w" ELAIF.ii!a�l i rk Ct�r..,•rrs "iawRn��wRC a� urav, ft-ONORLtMt B IA TERAt r. PRlrTTiK:T ICN) t:Li>ipMATE! TIM NEED FOR teOtlT STABILIZER PLATES & F1tAME TIES. rotor ri00T NO7'M ME us OP THIS SYSTEM V TtCAL TEES SPACED AT 6'4'. µ') GROtnto aNGNOR NAY BE USeo EXCBFT weeps THE HOME f t5PEVIIIII3 DIFFERENT 1 Q. V'teda8 remaining vertical tie -down straps and 4' grcrunci anchors anchors to be sized accord to soil torque condition. An nten fe home ma mma Instructions, for idewe l 8 ch or l s Centerline ex 4,000 tbs. require a 5' anchor Any ufacturer's specifications tOl sfdewall anchor loads in excess of 11. HaTtt: Each system Is required to have e frarn. tie and 12. Select er plate needs to be Ioceted within 18' from r etched at each lateral elm stabilizing tocafton. This frame lie $ correct squaro tube brace (1i) tenth for soh lateral transverse at or 72' lengths (With the 1.50" tube as Me bottom. tube suAAo►t ed tube.) The lengths came in ether [4:t" 13. Instal the 1.50 � brace (H) to the ground , and the r (D) with bolt io t. tube.) 14. Side 1.26" pan fir' (D) with fmit end fRlt. • "14 .e brace i n t o the 1.50 brace and attach to adjacent I-be�m cormec (1) yam, bolt and nut. .. - : ?r� :r - ! ORNISPA011ieTD amen FOUNDATION SWIMS{ A DIVISION OF OMER Telephone: e3 1' E4 "7 C. Pox:991-7984131t unvw.dfvett plpgige.c m t