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MINUTE MAN ANCHORS, INC.
<br /> b 305 WEST KING STREET
<br /> •.a90Y WASyjyr EAS FLATROCK,
<br /> 438-NC 28726
<br /> ��Q~, ry ENGINEERED TIE DOWN SYSTEM
<br /> u - DESIGN&GENERAL NOTES
<br /> v, - , ,.r DESIGN LOADS: -
<br /> f_- /ir - .- •WIND---------------15 PSF(70 MPH EXPOSURE"C")CAC T-25 and
<br /> �� 14176 ti • COMPLIES WITH 2010 C.R.C. 85 M.P.H.EXP.C,105 MPH Exp"C", 2012113C
<br /> rG� �4rISI��� ��, •TIEL BEARING DOWN STRAP __1500 PSF
<br /> 3150#WORKING LOAD
<br /> 4'SSIONAL V;—C�
<br /> •SEISMIC ZONE 4 CAC T-25 AND 2010iG•R.q.Sx=1A Fa= S s1.41 Site Class
<br /> TIE DOWN STRAPS TO BE MIN.1 1/4"WIDE x 0.035 THICKNESS ZINC PLATED AND
<br /> 7_1-� J� MEET ASTM D-395391
<br /> DEARTH AUGERS 3150#(tested to 4725#min) CROSS DRIVES(soilYr.15754t(calculated,see£-en Note-4
<br /> ��\ CROSS DRIVES(asphalt)...1800#(tested to 3600#) asphalt min 2.5"thiok—
<br /> A- U,�`y'L � J .CROSS DRIVES(solid rock)..3150#(tested to 4725#min) .
<br /> yL` ••• •. .• �� CONCRETE SLAB ANCHORS....3150#(tested to 4725#min)drill proper size pilot hole min 4"from any edge
<br /> )��t,V�S •p•.r '', ` GENERAL NOTES:
<br /> J ' • 1. THE CHARTS SHOWN HEREIN ARE FOR THE REQUIRED NUMBER OF TIE DOWNS
<br /> * /, L u �� ON THE SIDES OF THE MANUFACTURED HOME.
<br /> i, I823 L } t ! 2. TIE DOWNS ARE REQUIRED AT EACH CHASSIS BEAM,EACH END OF EACH
<br /> O
<br /> �*+ TRANSPORTABLE SECTION OF THE MANUFACTURED HOME AND CAN BE ANY
<br /> r "�' OF THE TYPES SHOWN HEREIN.
<br /> •&pMM.*.,�.ep� 3. COMBINATIONS OF THE DIFFERENT TYPES OF TIE DOWNS CAN BE USED.
<br /> lT BE INSTALLED DUE TO AN
<br /> C Of•CD`'44 r 4. OBSTRUCTION,USE OF CROSS DRIVE AIN THE EVENT AN EARTH AUGER ONCHORS IS PERMITTED,PROVIDED(2)
<br /> .� CROSS DRIVES ARE INSTALLED FOR EACH EARTH AUGER THAT CANNOT BE
<br /> ,Y,, re--- INSTALLED.
<br /> 5. FOR ALL TIE DOWN INSTALLATIONS,THE MFG'D HOME CHASSIS MEMBERS ARE
<br /> SHOWN AS"I"BEAMS.FOR ILLUSTRATION PURPOSES ONLY.CHASSIS BEAMS
<br /> CAN ALSO BE"C"SHAPED OR"RFC"SHAPED.
<br /> (-___.:1--.-..
<br /> ionFq 6. END TIE DOWNS CAN BE LOCATED WITHIN 24"OF EITHER SIDE OF CHASSIS
<br /> T 1�� BBEAM AXIS AS SHOWN. - N.' 2: H. 1B"MIN.VID 7. THE SIZES,TYPES,LENGTHS,ECT.OF MATERIAL SHOWN HEREIN ARE
<br /> HMEMij MINIMUM.LARGER,LONGER,HEAVIER MATERIALS SUPPLIED BY MINUTE-MAN
<br /> N` PRODUCTS.MAY BE USED AT THE SAME SPACING&LOCATION SHOWN.ned:• 8. ALL PARTS ARE STAMPED MMA-WITH THE APPROPRIATE PART NUMBER.
<br /> i0-5' • 9. THIS TIE DOWN SYSTEM CAN BE USED WITH 10'WIDE MANUFACTURED HOME
<br /> • SECTIONS WITH 100"CHASSIS CENTERS PROVIDED THE HEIGHT FROM GRADE TO
<br /> f--.0-P cl_.I- (i.f THE BOTTOM OF THE CHASSISBEAM DOES NOT EXCEED 19".
<br /> 10.TIE DOWN STRAPS IN THE LONGITUDINAL OR TRANSVERSE DIRECTION CAN BE
<br /> BOLTED TO THE HITCH ATTACHMENT PLATE THAT IS WELDED TO THE CHASSIS BEAM. VIP-la-09
<br /> --,' 1Hu 2 , NGINEER APPROVAL `v' STATE APPROVAL 1
<br /> <<�+� fi 97 SE AGE"2" FOR LISTING INFORMATION
<br /> D VID ALLEPI QQ�OF O �' / ENGINEERED TIEDOWN SYSTEM
<br /> Li DAHMEN ��7� APPROVED
<br /> CDC" !rt �aR 1• �',- SUBJECT TO CORRECTIONS NOTED
<br /> O- NO 119572- I//v, ..r Approved does not authorize or approve any omission or
<br /> deviation from requirements of applicable State laws and
<br /> / P 7 A •-•,.. MI5 a regulations
<br /> 'rE Of UC'4 4 I0 3U State of California
<br /> Department of Housing and Community Development
<br /> y. J} '--loT en*:• '.4'%'•1, DIVISION OF CODES AND STANDARDS
<br /> OF MA S By f, Date./��`�3
<br /> / (Signature) ) W
<br /> PACIFIC CONSULTING ENGINEERS SPA NO ETS l/-9 G:- z-4 �F r
<br /> • 2150 BELL AVE. SUITE 145 _ ___ 0
<br /> SACRAMEN(916) 64-6028CALIFORNIA 95838 This Plan Approval Expires .2j lc7
<br /> PH: 564 6028
<br /> QED ROFE 4
<br /> A0 c4.:..;,... <,,,,
<br /> ,ifi 14•. ! ��� OkNEF9 f>o ••r' .•/8'
<br /> ' :
<br /> e 1462 / ;. . 00 AVID A. - 'i
<br /> Ii, -s- /d,,e ,...-e;," ./ f 44 : DAHMEN
<br /> A. D .- l},�� Zo, �4# .
<br /> - ...? .•
<br /> £xp 7--31- ! r4ao, 3025
<br /> £xro i a 3,l- �7 _. �. .i z-st-is
<br />
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