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MINUTE MAN ANCHORS, INC. <br /> 305 WEST KING STREET <br /> EAST FLATROCK,NC 28726 <br /> PH: (800)438-7277 <br /> ENGINEERED TIE DOWN SYSTEM <br /> DESIGN & GENERAL NOTES <br /> DESIGN LOADS: <br /> * WIND 15 PSF (70 MPH EXPOSURE"C")CAC T-25 and <br /> COMPLIES WITH 2010 C.R.C. 85 M.P.H. EXP.C <br /> *SOIL BEARING --------1500 PSF <br /> *TIE DOWN STRAP-- ----3150#WORKING LOAD <br /> " SEISMIC ZONE -•"4 CAC T-25 AND 2010iC.R.C. Ss=1_5 Fa=1.4 Ss1.41 Site Class D <br /> TIE DOWN STRAPS TO BE MIN. 1 1/4"WIDE x 0.035 THICKNESS ZINC PLATED AND <br /> MEET ASTM D-395391 <br /> EARTH AUGERS- -3150# (tested4o 4725# =CROSS DR11Vf =(soil) ...1575#( calculated, see Gen Note 4) <br /> CROSS-DRIVES( asphalt ) ...1800#(teste 3fi88#asphalt min 2.1"thick <br /> CROSS-DRIVES (solid rock )..3150#(tested to-4725#min) <br /> CONCRETE SLAB ANCHORS....3150# ( tested to 4725#min ) drill proper size pilot hole min 4" from any edge <br /> GENERAL NOTES: <br /> 'I. 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 BE USED. <br /> 4. IN THE EVENT AN EARTH AUGER CANNOT BE INSTALLED DUE TO AN <br /> OBSTRUCTION, USE OF CROSS DRIVE ANCHORS 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 /> 6. END TIE DOWNS CAN BE LOCATED WITHIN 24"OF EITHER SIDE OF CHASSIS <br /> BEAM AXIS AS SHOWN. - <br /> N <br /> I.C.'.-... : <br /> , N <br /> i8'MIN +• <br /> i <br /> 7. THE SIZES, TYPES, LENGTHS, ECT. OF MATERIAL SHOWN HEREIN ARE <br /> MINIMUM.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 /> SECTIONS WITH 100"CHASSIS CENTERS PROVIDED THE HEIGHT FROM GRADE TO <br /> THE BOTTOM OF THE CHASSIS-BEAM 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. <br /> r ENGINEER APPROVAL'h1 STATE APPROVALEv8W_09 .� <br /> SEE PAGE "2" FOR LISTING INFORMATION <br /> itocESSIOk ENGINEERED TIEDOWN SYSTEM <br /> j� APPROVED <br /> y`!rj�+(:1- <br /> ' - SUBJECT TO CORRECTIONS NOTED <br /> `. Approved does not authorize or approve any or, <br /> p- deviation from requirements of applicable State <br /> 15 e regulations. <br /> ks3�; /-s1" <br /> • 4EIP. State of California <br /> � ' ���: Department of Housing and Community Development <br /> DIVISION OF CODES AND STANDARDS <br /> 1� �' � �L,.G, C ����y Date ' -/ (Signature) 7— <br /> PACIFIC CONSULTING ENGINEERS 2150 BELL AVE. SUITE 145 SPA NO ETS'_i/, OW_4 4-E 441 w <br /> SACRAMENTO, CALIFORNIA 95838 / a <br /> PH: (916) 564-6028 <br /> This Plan Approval Expires <br /> Q3) i ) `- <br />