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r <br /> • <br /> CONESTO\ E FOU \lDATION SYSTEV , LLC <br /> 140 ART MILL LN., ROSEBURG, OR 97471 (541) 679-2486 <br /> • <br /> ter AL TNERNATE FOOTING 06106'114" CMU PADS) ALL FASTENERS ME TIE <br /> rx2r CONCRETE SCREWS <br /> This APPLICATION PROMDES PERIMETER WALL <br /> SUPPORT, VAND ANCHORS FOR ZONE 1 II III, j L{'xt++'xa.0]0' ZINC <br /> SEISMIC DESIGN CATEGORY D1, 02, SOILS I PUTS➢ CONNECTOR <br /> BACKFILL TO 24". _'CONCRETE SHIMS AND <br /> CCN4AEfE FUR SHE MNTH <br /> ,THE P ARE T THERE MT) <br /> UPPER CONNECTOR <br /> 'ME PROW CT. THERE IS (1) <br /> PLATE ] Two sm. RIM-JgST TONE SET PER FOOTING PAD. CONNECTOR PLATE <br /> (PEP PANEL 'SET AT APPROX. 16" 0/C AT <br /> THE BOTTOM OF THE PANEL <br /> 'ONLY. MANUFACTURED HOME <br /> ._.._._. _ . _..... __ . FOR IU.USRATIW <br /> PURPOSES ONLY NOT <br /> FLOOR JOISTS (OTHERS DRAWN TO SCALE. <br /> �� NOT SHOWN FOR CLARITY) RIM—JOIST <br /> rr <br /> ,11 <br /> It <br /> SIDE RUNNI CMU PADS SIDE BY ['tit <br /> SIDE RUNNING CONTINUOUS UNDER NOT TO AL EXCEED 2"ACE PA05 IStIv LOWER CONNECTOR,AittriPLATE (2) TWO MIN.PER PANEL // + <br /> J�/A. <br /> COMPACTED GRAVEL PAD (6" THICK) /.:/,.--/../ <br /> COMPACTED GRAVEL PAD (6" TNICK)-----_ .Y�.a:L ' ?f: ..5'•. <br /> • )3006" STEEL SPIKE ANCHORS '4'`b\\' 'Q• <br /> CORNERSTONE FOUNDATION SYSTEM MANUFACTURES TWO PRODUCTS SMART FOUNDATION SFRB-54, <br /> 54"LONG X 32" TALL X 2" THICK AND SFS-60, 60" LONG X 32" TALL X 1i" THICK, THE INSTALL- <br /> ATION PROCEDURE IS THE SAME FOR BOTH PRODUCTS. <br /> A MINIMUM SOILS BEARING CAPACITY OF 1,000 PSF IS REQUIRED WITH THE 6" THICK COMPACTED <br /> GRAVEL PAD, IF SOILS CAPACITY IS 2,000 PSF OR GREATER THEN THE COMPACTED GRAVEL PAD <br /> MAY BE OMITTED AND PLACEMENT MAY BY ON UNDISTURBED NATIVE. A "PILOT HOLE" MAY BE <br /> DRILLED INTO "HARD" SOILS UP TO A DEPTH OF 8" MAXIMUM. <br /> INSTALLATION OF THE PANELS IS THE SAME AS THE POURED-IN-PLACE CONCRETE FOOTING PLUS <br /> THE FOLLOWING ITEMS: <br /> STEEL SPIKE ANCHORS, I" DIAMETER X 16" LONG, DRIVEN AT 60 DEGREE ANGLE FLUSH WITH THE <br /> TOP OF THE FOOTING. THE STEEL SPIKES ARE TO BE SET BEFORE THE PLACEMENT OF THE WALL. <br /> A "PILOT HOLE" MAY BE DRILLED INTO "HARD" SOILS UP TO A DEPTH OF 8" MAXIMUM. <br /> SINGLE WIDE HOMES - SIDE WALL SPIKES ARE TO BE SPACED AT 48" 0/C, GABLE-END WALL <br /> SPIKES ARE TO BE SPACED AT THREE PER PANEL. <br /> DOUBLE WIDE HOMES - SIDE WALL SPIKES ARE TO BE SPACED AT 48" 0/C. GA lL <br /> SPIKES ARE TO BE SPACED AT TWO PER PANEL. �,� G I NE' Rai <br /> TRIPLE WIOE HOMES - ALL WALLS REQUIRE SPIKES SPACED AT 48" 0/C. V C 6e <br /> MAXIMUMIr- <br /> ROOF LOADING IS 60 PSF, WITH CMU FOOTING. <br /> OR N <br /> Y i6, 19 <br /> S. ELL.\ <br /> EXP. 12-31-13 <br />