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WESTERN STATES <br /> INSTALLATION INSTRUCTIONS o a alli MINUTE MAN ANCHORS,INC. <br /> Ot wAShA 305 WEST KING STREET <br /> EAST WTRICK,NC 2E'726 <br /> FIRST CHECK FOR UNDERGROUND UTILITY LOCATION: C:� 4334277 <br /> • ENGINEERiD m DOWN SYSTEM <br /> EZDH EARTH AUGERS • <br /> r � DESIGN&GENERAL NOTES <br /> 1. SEE DETAIL THIS BOOKLET FOR INSTALLATION INSTRUCTIONS. *i ..,r.F/. DESIGN LOADS: <br /> 10t TS •WIND 15 P SF(70 MPH EXPOSURE•C"1 <br /> EARTH AUGERS •SOIL BEARING—1000 PSF <br /> %. i%11 E1;KVN3,`�� •TIE 00'AM STRAP—7150E WORKING LOAD <br /> 1. INSTALL AUGERS INTO SOIL WITH CONSTANT DOWNWARD PRESSURE TO MINIMIZE SOIL DISTURBANCE �t>,7ny,AI 1;1L"�. •SEISMIC ZONE 4 <br /> LEAVING APPROX.12"OF SHAFT EXPOSED. ET R <br /> 2. INSTALL STABILIZER PLATE-DRIVE FLUSH WITH GROUND SURFACE. TIE i7CLVWN STRA7.,5 TO bE i.11N.1 VC SHOE X 0,075 THICKNESS ZINC PLATED AND <br /> 0I <br /> 3. COMPLETE TURNING AUGER INTO GROUND UNTIL AUGER HEAD IS FLUSH WITH GROUND SURFACE AND TOP I EHES.7n?i07 J •MEETEA <br /> H 5301 <br /> AUGERS 2%L MIN.(TESTED TO+750I MIN) <br /> OF STABILIZER PLATE. •CROSS DRIVES 17370(CALCULATED) <br /> •CONCRETE SLAB ANCHORS—13000(CALCULATED) <br /> CROSS DRIVE ANCHORS - • <br /> -"" GENERAL NOTES, <br /> 1. CROSS DRIVES ARE USED WHERE HARD ROCKY SOIL OCCURS.IF THE GROUND SURFACE IS OTHER THAN .'�D?1AE ES/�h'B1,a I.THE CHARTS SHOWN HEREIN ARE FOR THE REQUIRED NUMBER OF TIE DOWNS <br /> ROCK OR MINIMUM 2"ASPHALT,INSTALL MMASD2 STABILZER PLATE,OR PLACE 12'k129112-DEEP CONCRETE. r'SS •MF� ,1 ON THE SIDES OF THE MANUFACTURED HOME. <br /> CONCRETE SLAB ANCHORS ;`�t�: '� "•, 1'', 2 TRANSPORTABLE SECTION OF THE MANUF CTURED.TIE DOWNS ARE REQUIRED AT EACH CIOSSIS BEAM,EACH <br /> E AND CAN BE ANY <br /> 4 p, , OF THE TYPES SHOWN HEREIN. <br /> 1. CONCRETE SLAB TO BE MINIMUM 3 12"THICK AND IN GOOD CONDITION. 7.COMBINATIONS OF THE DIFFERENT TYPES Of TIE DOWNS CAN BE USED <br /> 2. MINIMUM SLAB AREA REQUIRED FOR EACH ANCHOR IS 28 SO.FEET. �% i /(� 4.IN THE EVENT AN EARTH AUGER CANNOT REINSTALLED DUE TO AN <br /> /l �; — OBSTRUCTION.USE OF CROSS DRIVE ANCHORS IS PERMITTED.PROVIDED ID) <br /> 3. DRILL PROPER SIZE HOLE IN SLAB MINIMUM 12'FROM ANY EDGE. I i ..:•„.•`. ill _�+i CROSS DRIVES ARE INSTALLED FOR EACH EARTH AUGER THAT CANNOT BE <br /> ALL APPLICATIONS 11'1 �� •rA. 5.FOR AU.INSTALLTIE GOWN IN37ALLATiONS.TIE MFGD HOME CHASSIS MEMBERS ARE <br /> 1. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. S.SNn 3025 T' SHOWN AS•r 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 /> •- A ^12/J1!S H. <br /> END TIE DOWNSAS <br /> SHOWN. <br /> BE LOCATED 1MTHIN 2YOF EITHER SIDE OF CHASS'S <br /> TIE DOWN LOCATIONS z <br /> MO RE CCONS _ �11ED PRpp `I <br /> IIE 0c7ANS ENO DE DOWNS C �S� F 7.THE SIZES.TYPES,LENGTHS,ECT.OF MATERIAL SHOWN HEREIN ARE <br /> U SEE CHART s¢CHART �V SI NEen `G✓ • MINIMUM.LARGER,LONGER,HEAVIER MATERIALS SUPPLIED BY MINUTE-MAN <br /> ✓) PRODUCTS.MAY BE USED AT THE SAME SPACING E.LOCATION SHOWN. <br /> . . NV ', ' �1 r S.ALL PARTS ARE STAMPED AMA-4NTH THE APPROPRIATE PART NUMBER. <br /> III" <br /> 0.THIS TIE DONN SYSTEM CAN BE USED WITH 10'WOE MANUFACTURED HOME <br /> SECTIONS WITH 100•CHASSIS CENTERS PROVIDED THE HEIGHT FROM GRADE TO <br /> 0THE BOTTOM OF THE CHASSIS BEAM DOES NOT EXCEED t0"10.TIE DOVNi STRAPS IN THE LONGITUDINAL OR TRANSVERSE DIRECTION CAN BE <br /> BOLTED TO THE HITCH ATTACHMENT PLATE THAT IS WELDED TO THE CHASSIS BEAM. <br /> , TATEAROVAL <br /> I I . I0 I I s Ill APPROVED <br /> pfESlO . - EeacTroCTENSNTIS <br /> II I �,�L ' I �� '.,OF .tCC' aM on hoe noAren.Ie d AppfKAN.Stab rn enii ii lv7 t�J �`~�% 3 ; N�t79ts 4: <br /> 1 / Stets H/PiPar• <br /> SINGLE WIDE DOUBLE WIDE TRIPLE WIDE ,Vi; 11 ry cm� a• <br /> o�.>9HXHMBnac STANDARDS <br /> y <br /> 1. <br /> r * EARA "* OF s AH0 antyDe <br /> -OIF OF 1Qa� Z�o� OI' SMNO >-3 11g <br /> EARTH AUGERS CROSS DRIVE ANCHORS CONCRETE SLAB ANCHORS O,g �F, PACIFIC CONSULTING ENGINEERS �— W <br /> ILUL LENGTH Oi `/p 0 2150 BELL AVE.SUITE 145 TN/R.APmNM Emits AV-1-3/0/9 U' <br /> MAX. IOHOUof 38' S4' 72'` LEWIN OF 37 42' 52' 82' 73' sAE[MDNoIE 34'42' 50'S8' 68' A SACRAMENTO,CALIFORNIAB5D35 D _ <br /> I X IN NTH ..:ro1B1 swBB2e /`-�^"` � a. <br /> 1 e1AX.NO.OF SOC MAX.N0.OF MOE MAX.NO.OR SIDE 4 5 B 7 e <br /> TIE OOWIS 12 3 4 I RE yaws 3 4 5 6 7 TIE DON+as <br /> NOTE: IF OBSTRUCTIONS PRECLUDE THE PLACEMENT OF THE SIDE TIE DOWNS AT THE 2'LOCATION SHOWN •/ Q. ?,// y��a�- <br /> SIDE TIE DOWNS AT 2'-0•FROM EACH END HAVE A TOLERANCE OF 1'3 / ( /, t•f�!� 1� ` <br /> WASTER/IN PRODUCTS D A. rhlC�'• t <br /> -+a I'•`--18" MIN. usrEnln: 1n t _ /[/ / <br /> TR.STATE NUTEST.*R011 SERVICES.INC DAHMEN ram- i ' <br /> CHASSIS SCAM SIM VALFONCI ROAD yUj pAV1D A. A. ` :i•' '�•••1•i' <br /> HX)LT ON TOP 11©IPIMO,IN.MU CL �' <br /> SHARP USDNONWBFA W 1sm No 3913 BARMEN.IDA. i, .% G: <br /> TIE 0ONM SYSTEM TO BE IDENTIFIED BY A STICKER PLACED ON THE S1ER STRAPS MM�2 OR a 4 / 'ORAL Ea=PO, <br /> 10 TO PIER WA-TI-STICXEA TO CONTAIN THE POLLOPAND. tT� (,. .J/.A1a.�.J �Q-: <br /> •,,• MNAITE MAN PRODUCTS[:TS„Y qTf of�\ .� P' OF Cps_- <br /> OR END TIE DOWN UUSTIMONO.W€MSORO�SERVICE.INC N A •u G4/o7 <br /> BUJ ., <br /> NOTE_T1E DOWN STRAPS AT THE CHASSIS OEAM ENOS(ENO TIE COIM4I CANOE ATTACHED TO AM ASS'S y <br /> SUPPORT PIER VAIN A PIER BOLT ON TOP.(SEE SKETCH MOVE). Q <br /> a <br />