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1;.p,A t'Q-Y_j7 <br />DAHMEN <br />W. M057`Lc 2203 <br />0�t <br />��taf �A' <br />�e:Ko 2-31 -11 <br />l 0-ti. <br />DAVID A. <br />C'`P C 3f_17 <br />P <br />%e� <br />MINUTE MAN ANCHORS, INC. <br />305 WEST T{IlVG STREET <br />EAST g � �TORo3 4CK, 728726 <br />ENGPEERED TTE DOWN SYSITiVI <br />'rIDESIGN LOADS: DESIGN & GENERAL NOTES <br />15 PSF (70 MPH EXPOSURE V) CAC T•25 and COMPLIES 16[1TH_THE.2016 OSC <br />Vait � 110 M__ _EXP `C' AND THEI20151BC_, Vult=115 MPH tDCP'C' _ <br />• SOIL BEARING — -- — —1500 PSF <br />• TIE DOWN STRAP --- 3150# WORKING LOAD <br />• SEISMIC ZONE -- 4 CAC T 25 AND 2010 C�R_C• Ssaj.S Fa=jAS-s1.41,Site Class D <br />TIE DOWN STRAPS TO BE MIN, 1 114" WIDE x 0.035 THICKNESS ZINC PLATED AND <br />MEET ASTM D-395391 <br />EARTH AUGERS. <br />....... 31509 (tested to 4725# min) GROSS DRIVES (soil) .,.15750 ( calculated, see Gen Note 4) <br />CROSS DRIVES (asphaft) ...18009 (tested to 3WC#) asphalt min 2.5' thick <br />CROSS DRIVES (solid rock )..31500,(tested to 47254 min) <br />CONCRETE SLAB ANCHORS .... 3150# ( tested to 47264 thin ) drill proper s ie pflOt hole min 4" from any edge <br />GENERAL NOTES: <br />1. THE CHARTS SHOWN. HEREIN ARE FOR THE REQUIRED NUMBER OF TIE DOWNS <br />ON THE SIDES OF THE MANUFACTURED HOME, <br />2. TIE DOWNS ARE REQUIRED AT EACH CHASSIS BEAM, EACH END OF,EACH <br />TRANSPORTABLE SECTION OF THE MANUFACTURED HOME AND CAN BE ANY <br />OF THE TYPES SHOWN HEREIN. <br />3. COMBINATIONS OF THE DIFFERENT TYPES OF TIE DOWNS CAN 13E USED, <br />4. IN THE EVENT AN EARTH AUGER CANNOT BE INSTALLED DUE TO AN <br />OBSTRUCTION, USE OF CROSS DRIVE ANORORS IS PERMITTED, PROVIDED (2) <br />CROSS DRIVES ARE INSTALLED FOR EACH EARTH AUGER THAT CANNOT BE <br />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 />8. END 71E DOWNS CAN BE LOCATED WITHIN 24" OF EITHER SIDE OF CHASSIS <br />1 BEAM AXIS AS SHOWN. <br />N <br />ia•stw. , <br />7. THE SIZES, TYPES, LENGTHS, ECT. OF MATERIAL SHOWN HEREIN ARE <br />MINIMUfVL LARGER, LONGER, HEAVIER MATERIALS SUPPLIED BY MINUTE -MAN <br />PRODUCTS..MAY BE USED AT THE SAME SPACING & LOCATION SHOWN. <br />8. ALL PARTS ARE STAMPED MMA- WITH THE APPROPRIATE PART NUMBER. <br />9. THIS TIE DOWN SYSTEM CAN BE USED WITH 10' WIDE MANUFACTURED HOME <br />SECTI(*8 WITH 100" C1 ASSIS CENTERS PRbVKDEDTHE HEIGHT FROM GRADE TO <br />THE BOTTOM OF THE CHASSIS -BEAM DOES NOT EXCEED 19". <br />10. TIE DOWN STRAPS 1N THE LONGITUDINAL OR TRANSVERSE DIRECTION CAN BE <br />BOi TED TO THE HITCH ATTACHMENT PLATE THAT IS WELDED TO THE CHASSIS BEAM. <br />`"" ..""`"� "� •�"! "'�" ENGINEERED TIEDOWN SYSTEM <br />'APPROVED <br />P+ Appibvcd does not auaso ze a avmve any orrusu3n or <br />i dev!al;cn'tmn r.qu;,emenis or alSf,Iica6te State laws and <br />�� re0utai:x,s <br />cNiforno <br />06 <br />Depat rre ? J :w:, t", ,a ; �x!u;'vei ty Deveirrtl <br />S � �'CG=S AMO 5T,1P1DfiRDS <br />Y _Date I <br />(S' nalurt } <br />SULTINCi NOINEERS J <br />-AVE, SU TE 145 This Plan Approval Expires <br />LU <br />D, CALIFO NIA 95838 d <br />Pelf <br />th(M C, ' <br />4_ %�A <br />12.-311 '7 <br />f, <br />