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WESTERN STATES <br /> INSTALLATION INSTRUCTIONS s° Ayq ts, MINUTE MAN ANCHORS,INC. <br /> 305 WEST KING STREET <br /> FIRST CHECK FOR UNDERGROUND UTILITY LOCATION: Ot t~ PR(BOO)a#•T2T7 A <br /> ��� ENGINEERED TIE DOWN SYSTEM <br /> EZDH EARTH AUGERS DESIGN LOADS: DESIGN&GENERAL NOTES <br /> 1. SEE DETAIL THIS BOOKLET FOR INSTALLATION INSTRUCTIONS. <br /> 14178 / •VOW) 15 PSF(70 MPH EXPOSURE•G1 <br /> EARTH AUGERS �A17,1„ a • <br /> •TIESOILDOWN STRAPWORKING LOAD <br /> PSF <br /> 1. INSTALL AUGERS INTO SOIL WITH CONSTANT DOWNWARD PRESSURE TO MINIMIZE SOIL DISTURBANCE 17EpV'—1., - <br /> .. •SEISMIC ZONE <br /> LEAVING APPROX.12"OF SHAFT EXPOSED.2. INSTALL STABILIZER PLATE-DRIVE FLUSH WITH GROUND SURFACE. TIE GOWN STRAPS TO BE rm.1 NC%MOE a BOSS THICKNESS ZINC PLATED AND <br /> MEET AVM DJ05301 <br /> 3. COMPLETE TURNING AUGER INTO GROUND UNTIL AUGER HEAD IS FLUSH WITH GROUND SURFACE AND TOP 1 ERPIREs vnrM J •EARTH AUGERS 2EBM MIN.(TESTED TO 47601 MIN) <br /> OF STABILIZER PLATE. 'CROSS DRIVES 17275(CALCULATED) <br /> •CONCRETE SLAB ANCHORS—HOOT(CALCULATED) <br /> CROSS DRIVE ANCHORS GENERAL NOTES <br /> 1. CROSS DRIVES ARE USED WHERE HARD ROCKY SOIL OCCURS.IF THE GROUND SURFACE IS OTHER THAN ;^`Qy,AL EMQ/+++ss 1.THE CHARTS SHOWN HEREIN ARE FOR THE REQUIRED NUMBER OF TIE DOPES <br /> ROCK OR MINIMUM 2•ASPHALT,INSTALL MMA-SD2 STABILZER PLATE,OR PLACE 12"x12'k12"DEEP CONCRETE. .��` r.; •�+c�, +ii,1 ON THE SIDES OF THE MANUFACTURED HOME. <br /> CONCRETE SLAB ANCHORS /� `� 2. <br /> TTRANSPORTABLE SECTION OF THE MANUFACTURED ARE REQUIRED AT EACH CHASSIS BEAM.EACH <br /> E AND CAN BE ANY <br /> f&: D I OF THE TYPES SHOWN HEREIN. <br /> 1. CONCRETE SLAB TO BE MINIMUM 3 1/2"THICK AND IN GOOD CONDITION. /; - ' 44 <br /> 1,COMBINATIONS OF THE DIFFERENT TYPES OF RE DOWNS CAN BE USED. <br /> 2. MINIMUM SLAB AREA REQUIRED FOR EACH ANCHOR IS 28 SO.FEET. 1 . .. '' •,/4 , I.IN THE EVENT AN EARTH AUGER CANNOT BE INSTALLED DUE TO AN <br /> 3. DRILL PROPER SIZE HOLE IN SLAB MINIMUM 12'FROM ANY EDGE. , A r .4 1 OBSTRUCTION,USE OF CROSS DRIVE ANCHORS IS PERMITTER PROVOED R) <br /> '.' 1L CROSS DRIVES ARE INSTALLED FOR EACH EARTH AUGER THAT CANNOT BE <br /> 'i •. ' = i INSTALLED <br /> ALL APPLICATIONS y, g� 0.30• •. ..— 5 FOR ALL TIE DOWN INSTALLATONS.THE MFGD HOME CHASSIS MEMBERS ARE <br /> 1. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. ,•'#4, 30?S _-r SHOWS AS T BEAMS.FOR ILLUSTRARON PURPOSES ONLY CHASSIS BEANS <br /> 2. INSERT STRAP THROUGH SPLIT NUT,CUT OFF EXCESS STRAP AND TIGHTEN UNTIL SNUG. _-` CAN ALSO BE"CT SHAPED OR'RFC SHAPED. <br /> 4C1^f7/-3I B END GE <br /> OAS SHOWN.CBE LOCATED WITHIN 24'OF EITHER SIDE OF CHASSIS <br /> TIE DOWN LOCATIONS ,_1 <br /> k.StD PRR/. I. ' = <br /> NYC DWG �TIE COWSIj� ` 7 THE SIZES.TYPES.LENGTHS,ECT.OF MATERIAL SHOWS HEREIN ARE <br /> SCE OW IT a COURT �V' Gl NE4 `f/ • MINIMUM.LARGER,LONGER,HEAVIER MATERIALS SUPPLJED BV MINUTE-MAN <br /> •,7 'a PRODUCTS,MAY BE USED AT THE SAME SPACING A LOCATION SHOWN. <br /> B.ALL PARTS ARE STAMPED MMA-WITH THE APPROPRIATE PART NUMBER. <br /> Ii <br /> ; THIS TE DOWN SYSTEM CAN BE USED WITH 1VWOE MANUFACTURED HOME <br /> SECTIONS WITH 100-CHASSIS CENTERS PROVIDED THE HEIGHT FROM GRADE TO <br /> 1 ' ' 36 ✓ ORE6GY 1V THE BOTTOM OF THE CHASSIS BEAM DOES NOT EXCEED 1P <br /> PH G �'� I0.TIE DOWN STRAPS IN THE LONGITUDINAL OR TRANSVERSE DIRECTION CAN BE <br /> ' R Y 14 A BOLTED TO THE HITCH ATTACHMENT PLATE THAT IS WELDED TO THE CHASSIS OEAM <br /> I ;'Ii <br /> 1 1 ' 1 / ENGINEER APPROVAL TATE PPROVAL_ <br /> OR <br /> ' ENGINEERED TIEDOWN SYSTEM <br /> QpO4E8S7p APPROVE() <br /> 16(R TO caRcc nHa Porto <br /> �'17 Uev, kip. <br /> •l / l 7 l I .t<' Pr/*I�I. fi 0 <br /> •,f .07.-I ngliMnsb of ooF6rallo Soh IPPl sd <br /> - •I� . ' 1.01.. <br /> No.11516 REhdG/aeb <br /> SINGLE WIDE DOUBLE WIDE TRIPLE WIDE_ ,1 /mac/ D oNI*Hh $NO onlyD «R <br /> r F'PCm'.- "* dos y ;kD STANDARDS <br /> 9JF OF\0�� 'L+off SEx No F73//9 <br /> EARTH AUGERS CROSS DRIVE ANCHORS CONCRETE SLAB ANCHORS O `v PACIFIC CONSULTING ENG'NEERS W <br /> • YAK LENGT,DP9`/DA•DAH� Z1509ELLAVE.SUITE1t5 TN.w.lAowowE,m:e. bl��-3�0�` co <br /> 32'42' 52'162' 73' MFOVHOLE 34' 42' 50' 59' 68' sACTUENro.culFORNuasale n.,.���n <br /> MAX UFNOTN OF 141E IEHQTH OFQ <br /> UM/LOSE �• •5'�� 72'I YFG9 HgME - , <br /> MAX.NC.'OR TOE MAR.NO.OF SCE MAX NO OF SCE 4 5 B 7 8 'H(ENS)SBAL02S if -Ae2 f% CL <br /> DE DWNS 2 3 4 ,E 3 4 5 6 7 TE DONmB <br /> NOTE: IF OBSTRUCTIONS PRECLUDE THE PLACEMENT OF THE SIDE TIE DOWNS AT THE 2'LOCATION SHOWN QR � fi/,/SIDE TIE DOWNS AT 2-0'FROM EACH END HAVE A TOLERANCE OF 1's / •" (i /e` �$•t'�`./r� A` - � <br /> L�.�i8' MIN. LuMINUTESTJDBY PRODUCTS ti •A\•:D A. /�l` /.;;?�+i:. / , <br /> TOO STATE 1EERoq SERVICES.INC <br /> CANSOS BEAN SKH WNF0N0 ROAD W DAHMEN i-i oAVID A, ^' ,t` jL'� <br /> STPAP BOIi ON too 11�SOURER MM I01 <br /> No.3313 c DAHMEN�� • <br /> TIE DOWH SYSTEM TO SE IDENTIFIED BY A STICKER PLACED ON THE STQ_STRAPS NM-ST OR ,1 �Ot�l 4'�S'•OO <br /> 10 M .,�. wfA YMA•71-STOCKER TO CONTAIN THE FOLLOWNO. trr C `pt` •'O SF.^SI.:..../ � <br /> SMITE OMN PROIXICTS ETSII• \ 01 V` 'r 5?'• F©F COt�_r <br /> END TIE DOWN TR STATE ESTHOSEmAf£INc N on•'� <br /> AN(:NORuoT1ro NO.SW tool "may` W <br /> W <br /> NOTE.TIE doom STRAPS AT RE CHASSIS BEAN ENDS 1END TIE DOMES CAN SE ATTACHED TO A CHASSIS 0 <br /> SUPPORT PIER HUH A PIER SOLT ON TOP.(SEE SKETCH AITOWT Q <br /> a <br />