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WESTERN STATES
<br /> INSTALLATION INSTRUCTIONS p A. at.,, MINUTE MAN ANCHORS,INC.
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<br /> OY WggH,1 305 WEST KING CK.STREET
<br /> ST
<br /> EAST EST NC 2ET2a
<br /> FIRST CHECK FOR UNDERGROUND UTILITY LOCATION. �� �`(1a)43bT277
<br /> �' ENGINEERED TIE DOWN SYSTEM
<br /> EZDH EARTH AUGERS DESIGN&GENERAL NOTES
<br /> 1. SEE DETAIL THIS BOOKLET FOR INSTALLATION INSTRUCTIONS. /L./ . -.!!!/// ... DESIGN L OADS:
<br /> 14176 ,T. •WIND IS PSF(70 MPH OCPOSURE'C)
<br /> EARTH AUGERS •SOIL BEARING 000 PSF
<br /> 1. INSTALL AUGERS INTO SOIL WITH CONSTANT DOWNWARD PRESSURE TO MINIMIZE SOIL DISTURBANCE %� �"T1:µY`,,;�\ •TIE DOWN STRAP—315a WORKING LOAD
<br /> LEAVING APPROX.12"OF SHAFT EXPOSED. �A"O,NAI,1i2''`\ •SEISMIC ZONE 4
<br /> 2. INSTALL STABILIZER PLATE-DRIVE FLUSH WITH GROUND SURFACE. TIE GOWN STRAPS TO 6E PAN.1 1w'WOE a 0.03S THICKNESS ZINC PLATED AND
<br /> MEET ASTM D•305391
<br /> 3. COMPLETE TURNING AUGER INTO GROUND UNTIL AUGER HEAD IS FLUSH WITH GROUND SURFACE AND TOP I ExPoLes 7nnDa" J •EARTH AUGERS 29E24 MIN.(TESTED TOQSa MIN.)
<br /> OF STABILIZER PLATE. •CROSS DRIVES ITV a(CALWLATED)
<br /> •CONCRETE SLAB ANCHORS—139a(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 r�&AL Elk,',,y 1.THE CHARTS SHOWN HEREIN ARE FOR THE REQUIRED NUMBER OF TIE DOWNS
<br /> ROCK OR MINIMUM 2"ASPHALT,INSTALL MMA-S02 STABILZER PLATE,OR PLACE 129c12k12•DEEP CONCRETE. • S; 4F�A , ON THE SIDES OF THE MANUFACTURED HOME.
<br /> i'O�..��t,'.s/h•••-1:1,, 2.TIE TRANNS ARE REQUIRED AT SPORTABLE SECTION OF THE MANUFACTUREDH IS .HOME AND OF EACH END EACH
<br /> BE ANY
<br /> CONCRETE SLAB ANCHORS ;4� u // , OF THE TYPES SHOWN HEREIN.
<br /> 1. CONCRETE SLAB TO BE MINIMUM 3 12'THICK AND IN GOOD CONDITION. �; - ' ' ].COMBINATIONS OF THE DIFFERENT TYPES(1F TIE DOWNS CAN BE USED
<br /> 2. MINIMUM SLAB AREA REQUIRED FOR EACH ANCHOR IS 28 SQ.FEET. $ , ,- I •j, ' ,'� 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. , y ..4 L IL :.•;, 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 fI •" .• _ INSTALLED
<br /> IA
<br /> `� �`� S FOR ALL TIE DOWN INSTALLATIONS.THE MFG.()HOME CHASSIS MEMBERS ARE
<br /> 1.ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. • #4, 446 3025 -� SHOW?/AS T BEAMS.FOR ILLUSTRATION PURPOSES ONLY.CHASSIS REAMS
<br /> 2. INSERT STRAP THROUGH SPLIT NUT,CUT OFF EXCESS STRAP AND TIGHTEN UNTIL SNUG. ^ CAN ALSO BE-C'SHAPED OR-RFC'SHAPED.
<br /> G44^M i37/95 II ETIE IDONS AS S BE LOCATED WHIN 24.OF EITHER SIDE OF CHASSIS
<br /> _ TIE DOWN LOCATIONS 7 ' —
<br /> EKED PRO/
<br /> Wart
<br /> CJ1 DID BE DOWN Do tE DOWNS aO TIE ADKN3 j� 7 THE SIZES.TYPES,LENGTHS,EAT.OF MATERIAL SHOWN HEREIN ME
<br /> I
<br /> SQ OWN WI*VAT S�CHART 4� t;l NEe i MINIMUM.LARGER.LONGER,HEAVIER MATERIALS SUPPLIED BY MINUTE-MAN
<br /> d PRODUCTS.MAY BE USED AT THE SAME SPACING 1 LOCATION SHOWN.
<br /> YYY 0.ALL PARTS ARE STAMPED MM-WITH THE APPROPRIATE PART NUMBER.
<br /> ;' �; 'I ; ;r �� '� 0.THIS TIE DOVN-+SYSTEM CAN BE USED WITT110'WIDE MANUFACTURED HOME
<br /> SECTIONS WITH 100•CHASSIS CENTERS PROVIDED THE HEIGHT FROM GRADE TO
<br /> ORF6C!1 ti THE BOTTOM OF THE CHASSIS BEAM DOES NOT EXCEED IS
<br /> G 1 10.TIE DOWN STRAPS IN THE LONGITUDINAL OR TRANSVERSE DIRECTION CAN SE
<br /> p�r l a,1� BOLTED TO THE HITCH ATTACHMENT PLATE THAT IS WELDED TO THE CHASSIS BEAM
<br /> DLN� ENGINEER APPR L TA PPROVAL
<br /> ' r I ; `SEE PAGE"2"-FOR LISTING INFORMATION ENGINEERED TIEDOWN SYSTEM
<br /> ' ' :II
<br /> 1W.SIO •. APPROVED
<br /> QR0 PIIACI ro COm icTONS norm
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<br /> Hanby
<br /> Comm-Ay DINHopment
<br /> SINGLE WIDE DOUBLE WIDE TRIPLE WIDE ;. +1 Cr VOLS A10 STANDARDS
<br /> s CROW- .� d ',��//
<br /> ,N o /IoftWlo*� 07 no
<br /> 9jF OF 10A�t* Z�o.� sPA ND > S!!9
<br /> EARTH AUGERS CROSS DRIVE ANCHORS CONCRETE SLAB ANCHORS 09 ��F• PACIFIC CONSULTING ENGINEERS �— W
<br /> _ `/ 2150 BELL AVE.SUITE 145 DM Pin AORaN Emirs I 49 Q
<br /> MAx.�NOT10f 38' S/' 72' LENGTH OF32' 47 57162'i 73' wooAErl ow 34'42' 50' 59' 88' ��DP SACRAMENTO.CALIFORNIA 05A31 p
<br /> REGO HOME ` /l'Q KQC[�.Q a
<br /> wx,HO OF ODE • MAIL NO.OF&OF 4 5 ,8 7 8 •H(918)564402a
<br /> TIE O M„I 2 3 1 ,,,�M,�.,y 3 4 5 6 7 , -
<br /> �r.K
<br /> NOTE: IF OBSTRUCTIONS PRECLUDE THE PLACEMENT OF THE SIDE TIE DOWNS AT THE 2'LOCATION SHOWN // '•�%�ries'"/,`i/' •—�;�`\/��
<br /> SIDE TIE DOWNS AT 2.-0'FROM EACH END HAVE A TOLERANCE OF 1't � ' r ',
<br /> MNLREMAN PRODUCTS H EAVJD A. ^� / .• •• / ;�,. ./ •.,�
<br /> r--18" MIN. LISTED WY: / •
<br /> TR,STATE TERTSIG SERNCES,INC DAHMEN �, DAVID A :1"''%
<br /> COASTS 9EAy 110,IMIFONo ROAD Wrl
<br /> SOLT ON TOP M0IPN1•,TN.WU Cti
<br /> STRAP USRNO MIMGER UU ISO, NO.3913 DAHMEN.� I',,0 t; `3,/
<br /> TE DOMN SYSTEM TO a IDENTIFIED SY A STICKER PLACID ON THE STEEL STRAPS MM.O]OR "� 70WAL E•iQO
<br /> ,0 ro:M�. PER MM1T1-STICKER TO CONTNN 7NE FOLLOW IA. Ar Ea)
<br /> MINIIRE YNI PRODUCTS ETbm CV HATE OF VIP ,) ie„e°" OF COL.W 7
<br /> ANCHOR LTRIISTING
<br /> STATE TESTING SERVICE.INC •!/
<br /> END TIE DOWN usnNGHO.MMIsOr i.?
<br /> W
<br /> NOTE TT DOWN STRAPS AT'HE CHASSIS BEAM TICS LEWD T'E D014.51 CA4 RE ATTACHED TO A CHASSIS CO
<br /> SUPPORT PIER MEIN A PIER SOLT ON TOP.(SEE SKETCH ASOVE). 4t .
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