Laserfiche WebLink
• <br /> CORN E STOINE FOJ \ DAT 0\ SYSTEM , LLC <br /> • 140 ART MILL LN„ ROSEBURG, OR 97471 (541) 679-2486 <br /> ALTNERNATE FOOTING (rx6' COMPOSITE BOARD) ALL FASTENERS ME THE <br /> }'xz}' CONCRETE srnEws� <br /> THIS ORTOWND ANCHORS CHOSEF PERIMETER WALL <br /> SEISMIC SGN OR FOR Z02, III, iI PLATED Co 1 TOR <br /> SEISMIC DESIGN CATEGORY 01, D2. SOILS I PLATED CIXMECTOR <br /> BACKFILL TO 24 _— <br /> ICCNCREIS SHIMS WO MIDGES, <br /> ]}'XI' ARE FURNISHED WTH <br /> UPPER CONNECTOR ITNE PRODUCT, WEDGE SETS <br /> PLATE (2) TWO MIN. RIM-.MIST uRE SPACED 72* o/G. 1 CONNECTOR PLATE <br /> PER PANEL L- —_.._._--. __—_ .. <br /> MANUFACTURED HOME <br /> FOR LWS?RA1fl <br /> PURPOSES ONLY NOT aal HIM-JOIST <br /> /�� FLONot S JC15T5 (OTHERS DRAWN TO en)F.NOT SHOWN FM CLARITY) <br /> YI <br /> �1 <br /> CgMACiEO CRAM PAD w�\4 <br /> I`//�,//*�//`\/ <br /> il <br /> //�?�� <br /> ee <br /> .i'"� LDMER CONNECTOR 2X6 C04P05lE BOARD FOOTING ���\�/�� N <br /> .S PLATE (2) iW MIN. �F IX����) <br /> A ', PER PANEL 'f 1 y .. , c,..,Ain <br /> Nam" COMPACTED DRAWL PAD /�O'/OI���I�/I��/Irae <br /> 41, 2X6 COMPOSITE BOARD FOOTING <br /> X506' STEEL SPIKE ANCHORS <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 I}" 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 15 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, }" 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 WOE HOMES - SIDE WALL SAKES 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. GABLE- WALL <br /> SPIKES ARE TO BE SPACED AT TWO PER PANEL. � tO PRLk't, <br /> TRIPLE WIDE HOMES - ALL WALLS REQUIRE SPIKES, SPACED AT 48" 0/C. w- tJG I NE" <br /> MAXIMUM ROOF LOADING IS 40 PSF, WITH COMPOSITE BOARD FOOTING.‘i , 1 6 <br /> OR Nob <br /> 42y 16, ,9h-- <br /> S. ELL\'- <br /> EXP. 12-31-13 <br />