Laserfiche WebLink
WESTERN STATES <br /> INSTALLATION INSTRUCTIONS A. Oily MINUTE 3115 WEST KING M ANCHORS,INC. <br /> �pf WASy� / LESTFIATAOCK.NCSI/79 <br /> SET <br /> FIRST CHECK FOR UNDERGROUND U7ILRYLOCATION Az:A • A. 7I1001 DOWN SYSTEM <br /> EZDH EARTH AUGERS � .141P arsTaNloADs DESIGN&GENERAL NOTES <br /> 1.SEE DETAIL THIS BOOKLET FOR INSTAU ATION INSTRUCTIONS. /�I'a" <br /> EARTH AUGERS ••SOIL BEARING WM $9 PSP(101WNEKP09URE'C') <br /> i' �'.7ti1'l7K��� � •TIE DOMM STRAP—SI809WDR1fINGLCAO <br /> 1.INSTALL AUGERS INTO SOIL W IN CONSTANT DOYNrWARD PRESSURE TO MINIMIZE SOIL DISTURBANCE �SZTONAt.A:P�A •TIE DOWN <br /> TE <br /> LEAVING APPROX-it OF SHAFT EXPOSED. TIE DOWN STRAPS TO BE MIN.t IM"AYIOE1t0.W9 THICKNESS LNC PLATED AND <br /> 2.INSTALL STABILIZER PLATE•DRIVE FLUSH WITH GROUND SURFACE MEET STRAPS <br /> 9S91 <br /> 3.COMPLETE TURNING AUGER INTO GROUND UNTIL AUGER HEAD IS FLUSH NTH GROUND SURFACE AND TOP I EXPIRES.th7uD7 I ,EARTH AUGERS T 10671 CNN.(IEBTl67ON90i AMN) <br /> OF STABILIZER PLATE (�CAAI, <br /> •CONCRETE PLO ANCHOR8—1�9(i`.AL C <br /> CROSS DRIVE ANCHORS -•�� CENERAL.NaTE91 <br /> 1.CROSS DRIVES ARE USED WHERE HARD ROCKY SOIL OCCURS.IF THE GROUND SURFACE IS OTHER THAN `AIL fE# i.11E CHARTS MOM HEREIN ARE Fort THE REQUIRED N1MMErtoFTTE DOWNS <br /> ROCK OR MINIMUM 2'ASPHALT,INSTALL MMA SD2 STABILZER PLATE OR PLACE 12'X125112'DEEP CONCRETE. S N ON THE SIDES OF THE MANUFACIUREDHOME <br /> CONCRETE SLAB ANCHORS ` ► 2 TIE DORM ARE REQUIDAT EACH CH SBEMEASHENOOFEACH <br /> , '•� TRANSPORTABLE SECTION OF THE MANUFACTIREDHOAEANDCAN SE ANY <br /> i.CONCRETE SLAB TO BE MINIMUM 312"THICK AND IN GOOD CONDITION. .: f OF <br /> THE paws SHORN HEREIN. <br /> �—�r S.COMBINATIONS OF THE DIFFERENT TYPES OF TE DOWNS CAN BE USED. <br /> 2.MINIMUM STAB AREA REQUIREDFOR EACH ANCHORIS25 SQ.FEET. �; • r `_ 4.LA THE&NEM'AN EARTH AUGER CANNOT SEDaTALLED DUE TOAH <br /> 3.DRILL PROPER SIZE HOLE IN SLAB MINIMUM 12'FROM ANY EDGE. , f , : OBSTRUCTION.USE OF CROSS DANE ANCHORS IS PFRaArTIED,PROVIDED Di <br /> r •' CROSS DRIVES ARE M18TALLEO FOR EACH EARTH A CERMAT CANNOT SE <br /> ALL APPLICATIONS �'° �y � INSTALLED.MOURN INSTM.LATIONB THE LIFDD Home MAWS MEBISERS ARE <br /> 1.ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. "R 3020 = SHOVER AST BEAUS,FOR ILLUSTRATION PURPOSES CHASSIS BEAMS <br /> 2.INSERT STRAP THROUGH SPUR NUT,CUT OFF EXCESS STRAP AND TIGHTEN UNTIL SNUG. . • CAN ALSO BE V'SHAPED OR RFC"GAUPED. <br /> /1 r-tt,3/M3 S.END TIE sFCANBELOICAT®WMBIErOF EITHER EOF CHASSIS <br /> _ TIE DOWN LOCATIONS I�. <br /> 01 OEME OWNS CHART a OUST 1 VC t OHM S,`(�RE'.D PRpA 7.THE BIEES,TYPES.LENGTHS,ECT.OFIAATERYALSHOWY WEN'•p""T 444 GI NEF •r.CC,�V LBNILa1M.�LARGER.LONGER.HE,Av�LwTASUALSSUPPLIED BY MRAnEAuw <br /> 11111111111 <br /> � 1 .; @1 1 'i'� ITH THE APPROPRIATE PART RIMER. <br /> 9. DOWN SYSTEM CAN BEMSEDIMIN17NADEMNI HOME <br /> PRODUCT&RAY BE USED AT THE SPAR SPACING&LocAnONSHOYEL <br /> SECTiDNB WTM 107 CHASMS CENTERS MUM)RN IEIaFNTPROM GRACE TO <br /> - a.ALL PARTE ARE STAMPED <br /> S ' I M ' 711E BOTTOM OF THE CHASSIS REAR DOES NOT EXCEED S � � 'G� �1�' +o.TE ocNYN STRAPS IN THE LaiorTpO/LALaRTRAHBVEILSE DIRECTION CANOE <br /> /'14 1 BOLTED TO THE HITCH ATTACl0991T PLATE flNT16 WELDED TO THE CHASMS BEAM. <br /> ' X ' ' SEE c� 1 .{ !,i1 I� .,., . ENGINEERED I EDOW4 sSSTEM <br /> APPROVED <br /> I <br /> I <br /> 0{ ,� n +, Ape+IMrA1LL�abrgNew wirMa <br /> 1 O..OF /f�y�Y I%� rwrwr..Ra.A.el.rwkru'$rrw.r <br /> ■ 17■ e�i TV 1�1 •,�T t�r ��� Tr.0A4. �/F /� € NBMIu <br /> SINGLE WIDE DOUBLE WIDE TRIPLE WIDE .04," A * oAMYMAtO(I wDMOM <br /> EARTH AUGERS CROSS DRNEANCHORS CONCRETE SLAB ANCHORS d,9 it OF'D��.Q� PACIFIC CONSULTINGENOEreERS � P7/i9 _ <br /> MVLIea1HOP /'D A.DpV1 2150 SELL AVE.SUITE 145 Si PIMAIpMII Wu U' <br /> Lrpo °F 35' S4'7Y ISOL MOM OF a 42'S2'S2'73' woo How 34'42'50'SAT i6B' SACRAMENTO,C MOM ✓. Ja <br /> ""ESCOF.S 2 3 4 inoos1ya 3 4 5 3 7 mow*"Lmcc4 5 4 7 e <br /> NOTE: IF OBSTRUCTIONS PRECLUDE THE PIACEMENT OF THE SIDE TIE DOWNS AT THE 2'LOCATION SHOWN W ' i> / / <br /> SIDE TIE DOVNYSAT2'-O'FROM EACH END HAVE A TOLERANCE OF1't • ,jam�'�'�' r F3 .rr� j �r"��r // <br /> N11NE11MANPROMIOTi -. .AVID A. c� ,' . '\' "' f P— `� <br /> I�-1$" MIN. LalmEr .ii . <br /> 1M 1TAU TOMOMg USIte DAHMEN m I Iwo A. \ L} <br /> VOLT«�Ta► I wiN.>1101 Ww <br /> AMPS EOM SS <br /> A ,U WIM1 Mlle MT0ElIDMIIfMDEYAf11C1ElAAGEDd1Ml1®flRAD6M10S011 Na.3913 DAHM 6� <br /> 10 TO . . PER MKT1.111CPERM ERTOCOMOM15UPPO{EMPASO. Sq s{("�.' `, �� \` <br /> v 4�� �,,�y�y <br /> '7r of ° .- of ,� <br /> _- <br /> moot END TIE DOWN u5mNONa1011601 4'—` <br /> W <br /> Noun TIE DOM STRAPS ATMECHAOl11EMI MS EPCI1E DOME CNSIUATTACIMTOAMENS 0 ' <br /> SUPPORT PER VATE A PIER SOLT ON TOP.ESE SEEIC 4N0 4( <br /> a / / 5 <br />