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WESTERN STATES
<br /> INSTALLATION INSTRUCTIONS v A- n'6i MINUTE MAN ANCHORS,INC.
<br /> C�OY WASry7� � ,/ 305 WE_tip RING SIAEET
<br /> EAST FT.ATROCK•Nc 22736
<br /> FIRST CHECK FOR UNDERGROUND UTILITY LOCATION: .� �` CX-
<br /> • 0.�'I I R NCINEERED Tie DOWN SYSTEM
<br /> EZDH EARTH AUGERS DESIGN GENERAL NOTES
<br /> 1. SEE DETAIL This BOOKLET FOR INSTALLATION INSTRUCTIONS. *II • .,. , DESIGN LOADS:
<br /> 1
<br /> EARTH AUGERS 14176 Q ••WINO 15 PSF(70 MPH EXPOSURE C
<br /> -iA O'1111:KV`,�•` •TIE LDOWN STRAP—3150S WORKING LOAD
<br /> 1. INSTALL AUGERS INTO SOIL WITH CONSTANT DOWNWARD PRESSURE TO MINIMIZE SOIL DISTURBANCE AL- , L;�L• •SEISMIC ZONE 4
<br /> LEAVING APPROX.12'OF SHAFT EXPOSED. SAL'
<br /> 2. INSTALL STABILIZER PLATE-DRIVE FLUSH WITH GROUND SURFACE. TIE JCLYN STRA" EN
<br /> S TO SE MIS.1+n•WIDE x o.D]s THICKNESS c P*.ATED AND
<br /> MEET AST.*D-395391
<br /> 3. COMPLETE TURNING AUGER INTO GROUND UNTIL AUGER HEAD IS FLUSH WITH GROUND SURFACE AND TOP f FYPMEs vI770'J J •EARTH AUGERS 29e2/LRR(TESTED T0476o1 MIN.)
<br /> OF STABILIZER PLATE. •CROSS DRIVES 1727II(CALCULATED)
<br /> CROSS DRIVE ANCHORS
<br /> •CONCRETE SLAB ANCHORS 1300/(CALCULATED)
<br /> GENERAL NOTES,
<br /> 1 ROCCSS K OR MINIMUM 2'ASPHALT.INSTALL MMA D2 S ARE USED WHERE HARD ROCKY STABILZER PL OCCURS.AF THE GROUND LATE,OR PLACE I2"x12'CEk12 DEEPS ER THANCONCRETE. _%�SS`pyAL fMG1NF •, 1.ON TrHHARTS SHOWN HEREIN ARE FOR THE iE SIDES OF THE MANUFACTURED HOME.
<br /> NUMBER OF TIE DOWNS
<br /> CONCRETE SLAB ANCHORS Q4•;•?�� r�,'••� II 2.T ANSPOR DOWNS AREABL RSOUREN OF EACH CHASSIS C URED, OME ENO CF ANEACH
<br /> // TRANSPORTABLE SECTION OF THE MAHVFACTUREO HCME.AND CAN BE ANY
<br /> 1. CONCRETE SLAB TO BE MINIMUM 3 12'THICK AND IN GOOD CONDITION. : G 0, OF THE TYPES SHOWN HEREIN.
<br /> • ].COMBINATIONS OF THE DIFFERENT TYPES OF TIE DOWNS CAN BE USED
<br /> 2. MINIMUM SLAB AREA REQUIRED FOR EACH ANCHOR IS 28 SO.FEET.
<br /> �i - '' ,•7 4.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. N q Y C�;it •i OBSTRUCTION.USE OF CROSS DRIVE ANCHORS IS PERMITTED,PROVIDED(2)
<br /> CROSS DRIVES ARE INSTALLED FOR EACH EARTH AUGER THAT CANNOT BE
<br /> ALL APPLICATIONS • : INSTALLED
<br /> 1,•,,�y ••' t`/ 5 FOR ALL TIE DOWN lNSTALLATON3,THE MFGD HOME CHASSIS MEMBERS ARE
<br /> 1. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. R.3025 _ SHOWN AS T BEAMS.FOR ILLUSTRATION PURPOSES ONLY.CHASSIS BEAMS
<br /> 2. INSERT STRAP THROUGH SPLIT NUT,CUT OFF EXCESS STRAP AND TIGHTEN UNTIL SNUG. --`(,� CAN ALSO BE•C'SHAPED OR"RFC SHAPED.
<br /> • G [xJJih� B BEAMDTIE
<br /> DOWNS
<br /> WA SHOWN.CANBE LOCATED WHIN 24•OF EITHER SIDE OF CHASES
<br /> _ TIE DOWN LOCATIONS
<br /> RED PRO 1
<br /> � I O END TEO own'
<br /> F1g E DIART �5��" E 7 THE SIZES.TYPES.LENGTHS.ECT.OF MATERIAL SHOWN HEREIN ARE
<br /> SEI �V G3 N�Eq ` � MINIMUM.LARGER.LONGER.HEAVIER MATERIALS SUPPLED BY MINUTEAIAN
<br /> Q ' PRODUCTS MAY BE USED AT THE SAME SPACING A LOCATION SHOWN.
<br /> I
<br /> I 0 ,� �I � N �. jro B.ALL PARTS ARE STAMPED MUM NTTH THE APPROPRIATE PART NUMBER.
<br /> B.THIS TIE DOWN SYSTEM CAN BE USED WITH 10'WDE MANUFACTURED HOME
<br /> SECTIONS WITH 100•CHASSIS CENTERS PROVIDED THE HEIGHT FROM GRADE TO
<br /> THE BOTTOM OF THE CHASSIS BEAM DOES NOT EXCEED it
<br /> ✓ ORE6CY 1�' 10.TIE DOWN STRAPS IN THE LONGITUDNAL OR TRANSVERSE DIRECTION CAN BE
<br /> 1qEY 14 1A BOLTEDTO THE HITCH ATTACHMENT PUTS THAT IS WELDED TO THE CHASSIS BEAM.
<br /> ` II ENGIN PPROVAL T APPR VAL
<br /> a I I aENGINEERED TIEDOWN SYSTEM
<br /> �1 I I APPROVED
<br /> }� x I .OQppFEb57p . Mott TB NamEn Al No+mgd .'•• /� ' MPPwI does NR DAMEN s sway ERE yard.w' �0;r pp � awe.1�1E9+I.N.e IE'Opal Stab rr Id
<br /> I' ,v, ,I, •*;'Ii i=i i�7 ,�F.. ,.� '/ ! ; _r, i/N�/ s' Bduat,em.
<br /> - ��r. ND,1711e
<br /> SINGLE WIDE DOUBLE WIDE TRIPLE WIDE FAPCN- * STANDARDS �
<br /> `., N 11 �It OF L1311°R'��' ay De 7
<br /> -ftEOF10a�� z� '7 SPA NO F73114
<br /> EARTH AUGERS CROSS DRIVE ANCHORS CONCRETE SLAB ANCHORS 0,9 �T,, PACIFIC CONSULTING 145FJiS — W
<br /> y/ 2150 BELL AVE.SUITE T6b PW ARMIN Ervin / /O 0
<br /> NIAX.LENOTh Or MAGT3 HOME38' 54' 72' _ LEEANN OF� 32'42' 57 67 73' MFa» How 34' 42' 50' S9' 68' �A Op SACRAMENTO.CALIFORNIA 05519 �. , /� AC
<br /> de
<br /> MAX.NO.N>F9ce WR.NO.CrMOE MAA.140.0rMx 'H •NBIS)564.602B ' ''
<br /> �50,,,,m 2 3 4 „E„,�,8 3 4 5 6 7 TffiD0MA4 4 5 I 7 8
<br /> NOTE: IF OBSTRUCTIONS PRECLUDE THE PLACEMENT OF THE SIDE TIE DOWNS AT THE 2'LOCATION SHOWN Q(l!,&to. !�i'/ �1y,yF,f 1J ,1N
<br /> i ,
<br /> SIDE TIE DOWNS AT 2'-0"FROM EACH END HAVE A TOLERANCE OF 1's //. el" `� /Q ,,Le4.. e,t fir'" T
<br /> AMITE MAN PRODUCTS /� /A�'iD A. -�� //r!S �.; T C�
<br /> —�-I r--'18 MIN. LISTED n:
<br /> lla STATE IESTMO SERNCF3.INC SO ?' c /
<br /> 61mvALrowROAD DAHMEN ti s t;.
<br /> 60LT ON TOR MEMRMS,IN.WU 1 h DAVID A. A A O
<br /> srnAP . TNO SOWER W SDINo.3913 OAHMEN.� •:p
<br /> TIE DOAN SYSTEM TO Be IDENTIFIED SE A STICKER PIALCO ON AC SAFE STRN•S LIIL12 OR O y 70!ML 4'�'O
<br /> 10 TO.• REn WAIT+-STICKER TO CONTAIN THE FOLOWNO. trl "AO "P J7 fie.:..� `v2. •QP
<br /> MINA1rE NA I PRODUCTS 5TSI1S ATE OF"A •� 5 P' OF Cplu
<br /> ANCHOR END TIE DOWN UMW)NM W iSD1 SERVICE.TR STATE TESTING 'N` N dn.u•
<br /> W 1�
<br /> � 57o
<br /> �
<br /> NOTE.DE mow STRAPS AT"HE CHAS511 BEAM ENDS(ENO TIE DOWNS)G51/SE ® C ATTACHED SCHWAS y '
<br /> SUPPORT PIER VAIN A PIES OVES SOLT ON TOP.(SEE SKETCH AS Q
<br /> EL
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