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WESTERN STATES
<br /> INSTALLATION INSTRUCTIONS sv A. tc, MINUTE MAN KING ANCHORS,INC.
<br /> FIRST CHECK FOR UNDERGROUND UTILITY LOCATION: CC'`�ptwash.1,1, F EAST FU1 2+
<br /> J •
<br /> �l' ; ENGINEERED TEE DOWN SYSTEM
<br /> 4311-1777
<br /> EZDH EARTH AUGERS ENGINEERED
<br /> cExeawL NOTES
<br /> I. SEE DETAIL THIS BOOKLET FOR INSTALLATION INSTRUCTIONS. /A'� . �107 , DESIGN LOADS:
<br /> EARTH AUGERS •V 15PSF(IOMPHE EXPOSURE C)
<br /> 14176 `� 'SOIL BEARING—1000 PEW
<br /> 1. INSTALL AUGERS INTO SOIL WITH CONSTANT DOWNWARD PRESSURE TO MINIMIZE SOIL DISTURBANCE �y. T'11l1iKV',�. •TIE DOWN STRAP—3ISSSIA DRKING LOAD
<br /> LEAVING APPROX.12"OF SHAFT EXPOSED. W\,ONAI-04" •SEISMIC ZONE 4
<br /> TIE JC'W14 STRAPS TO!iE MIN.1 IA"SIDE B 0.035 THICKNESS ZINC PLATED AND
<br /> 2. INSTALL STABILIZER PLATE-DRIVE FLUSH WITH GROUND SURFACE. _ MEET ASTM OJ95391
<br /> 3. COMPLETE TURNING AUGER INTO GROUND UNTIL AUGER HEAD IS FLUSH WITH GROUND SURFACE AND TOP L•_ •"+-n7 J •EARTH AUGERS 2982B MIN.(TESTED T047555 MIN.)
<br /> OF STABILIZER PLATE. •CROSS DRIVES 17210(CALCULATED)
<br /> 'CONCRETE SLAB ANCHORS—13901(CALCULATED)
<br /> CROSS DRIVE ANCHORS GENERAL NOTTS:
<br /> 1. CROSS DRIVES ARE USED WHERE HARD ROCKY SOIL OCCURS.IF THE GROUND SURFACE IS OTHER THAN ,••`OyAL fMG�''+,�, t,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-x125(12•DEEP CONCRETE. r,S ...•,••4p4,• , ON THE SIDES OF THE MANUFACTURED NAME.
<br /> ' E4 2 TIE DOWNS ARE REQUIRED AT EACH CHASSIS BEAM.EACH END OF EACH
<br /> CONCRETE SLAB ANCHORS �41•`"7(� �•••• TRANSPORTABLE SECTION OF THE MANUFACTURED HOME AND CAN BE ANt
<br /> 4 OF THE TYPES SHOWN HEREIN.
<br /> 1. CONCRETE SLAB TO BE MINIMUM 3 12"THICK AND IN GOOD CONDITION. 3.COMBINATIONS OF THE DIFFERENT TYPES OF TIE DOWNS CAN BE USED
<br /> �i 1' 1, 7 . 1 4.IN THE EVENT AN EARTH AUGER CANNOT BE INSTALLED DUE TO AN
<br /> 2. MINIMUM PER SIZE REQUIRED FOR EACH 12'FRO IS ANY EDGE.
<br /> FEET. %�
<br /> 3. DRILL PROPER SIZE HOLE IN SLAB MINIMUM 12'FROM EDGE. 1 .• F i OBSTRUCTION,USE OF CROSS DRIVE ANCHORS IS PERMITTED.PROVIDED(1)
<br /> J, kV CROSS DRIVES ARE INSTALLED FOR EACH EARTH AUGER THAT CANNOT BE
<br /> ALL APPLICATIONS INSTALLED.
<br /> 1,, �`�' S FOR ALL TIE DOWN INSTALLATIONS,THE MfG9 HOME CHASSIS MEMBERS ARE
<br /> 1.ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. •�y0.3O2S ✓ SHOWN AS TI 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 /> GL ^[y i,� If.BEAM
<br /> EN�I�SOWNS C 6E LOCATED WITHIN 24'O AS SHONA( f EITHER SIDE OF CHASSIS
<br /> TIE DOWN LOCATIONS 7 . ^
<br /> 01 DIO TIE DOWNS DC TE OORM9 DA TIE L0'KNS ,\F,l1f.D PRpF4 7 THE SIZES.TYPES,LENGTHS,ECT.OF MATERIAL HOWN HEREIN ARE
<br /> sa CHART a CHOIR TEE MLR' '4, gl NEf•Q `�'✓ MINIMUM.LARGER,LONGER,HEAVIER MATERIALS SUPPLIED BY M'NUTE-MAN
<br /> �� PRODUCTS.MAY BE USED AT THE SAME SPACING A LOCATION SHOWN.
<br /> II!
<br /> ■I
<br /> A yy// 6 ALL PARTS ARE STAMPED MINA-WIWI THE APPROPRIATE PART NUMBER.
<br /> 9.THIS TIE DOWN SYSTEM CANBE USED WITH YEW.DE MANUFACTURED HOME
<br /> SECTIONS WM4 100"CHASSIS CENTERS PROVIDED THE HEIGHT FROM GRADE TO
<br /> ' ✓ OR[6G4 1V THE BOTTOM OF THE CHASSIS BEAM DOES NOT EXCEED 1G 10.TIE DOWN STRAPS IN THE LONGITUDINAL DR TRANSVERSE DIRECTION CAN BE
<br /> ' - 01 �� BOLTED TO THE HITCH ATTACHMENT PLATE THAT IS WELDED TO THE CHASSIS BEAM i
<br /> _ ENGINEER APPROVAL T•TE •P•Re AL
<br /> •• , T B t T. B 3 ENGINEERED TIEDOYIN SYSTEM
<br /> ' 0VESSIp • APPROVED
<br /> ' ' k • .OQ uACTromnacronitimm
<br /> ■ A �.O ..p1, •��,}(�;•s Agra*dx+rA Alain et wow wry aNlran n
<br /> MkM1om from M1gliS0lrh d Rok+DY SUN Ion and
<br /> �`ir• it •Iri tji iii, Ir y.�t�Arm•;IN , s•:'// y
<br /> �/� , if =" Na 17818 S SUN d Calm"
<br /> SINGLE WIDE DOUBLE WIDE TRIPLE WIDE Vg ,l r «�� crn� �`* o �d�j(FHann(
<br /> �.E999 AND STANDIRDS
<br /> D •M` . O Hof COI'z-!osPA7aEARTH AUGERS CROSS DRIVE ANCHORS CONCRETE SLAB ANCHORS 11 a 9j4"Df IMP Q� PACIFIC CONSULTING ENGINEERSW1 A �W 2150BELLAVE.SUITE145 TBbPW1APR9L7
<br /> 9{9� bWwr_cvw 1 36' 54' 72-I 00� OE 37 47 57 62'173' 09i°F 34' 42' 50' 59' 68'1 DASACRAMENTO.CALIFORNIA 9583B D p f-� a"Ax •
<br /> • I1ENGXMAS� 12 3 4I mob:, 3 4 5 6 ;7 ""TES 4 5 y 8 7 6 -H:191B)swaa2e /'NOTE: IF OBSTRUCTIONS PRECLUDE THE PLACEMENT OF THE SIDE TIE DOWNS AT THE 2'LOCATION SHOWN T?c i� I // �y�T'�SIDE TIE DOWNS AT 2%0-FROM EACH END HAVE A TOLERANCE OF I': / • 7 (% er-,I..�-
<br /> BMJTIE14A1IN1000CTs // /)D A• n`.•�', r77/1,9:42:16(1:1-3.,4761—
<br /> .---�-I I-•—18" MIN. Usrsosr: '` r •�•. ��I .SIC y7. i` "/�
<br /> Tb STATE TYPING SDA,C� D A R MENPi M.
<br /> AM MEMO ROAD 1 DAVID A.
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<br /> ear ON TOP YEMRAB,TN.]Btft y
<br /> •�. USD040 MA1BF.R CO 1301 No.3`313 DAHMEN, •
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<br /> TIE DOMN SYSTEM To BE IDENTIFIED SE A SICKER PLACED ON THE STT£,STRAPS M1AI2 ON a �A 'OE t"*C''OC',:
<br /> 10 TO PEA WW1-STICKEER TOCONT IN TIE
<br /> EOTSOi ING. Slq re OF,`,�V•Z' 'ar.,,ie..,SP• •
<br /> -rf OF Co.._
<br /> «08 END TIE DOWN ueTro�No�MM,ao, INCSTING SERVICE M:V V u•• G5,7C77
<br /> �Wef
<br /> NOTE:TA DOWN STRAPS AT THE CHASSIS OEM EMOS IEND TIE 00MMS1 CANOE ATTATIR TO A CHASSIS y
<br /> SUPPORT PIER PITH A PER BOLT 0M TOP,(BEE SKETCH APPAL a
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