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CORNERSTONE FOUNDATION SYSTEM , LLC <br /> 140 MI MILL LANE, ROSEBURG, OR 97411 <br /> PATEN' NO. US 9 109,355 E31 <br /> PM ACE FMTNC INSTALLATK'N <br /> POURED IN PLACE FOOTING IN CONJUNCTION NIGH CORNERSTONE OUN AT'CN SYSTEM-S STRUCTURAL PRECAST I N( RE I <br /> FOUNDATION WALL PANFI, PROVIDES SIMULTANEOUS PERIMETER WALL SUPPORT TERI A MAJJUFACTUR ED HOME WTI H A ROOF LOAD <br /> UP TO SO LBS. PER SQUARE FOOT WIND ANCHO V NG FOR ZONE I II 3 no IL, WITH C EXPOSURE DRACING FOR SEISMIC -DESIGN <br /> CATEGORY DIi, SOIL d CF EILL AND FLOOD PLAIN U' TO 3C INCH CLI PRETAST CONCRETE FOUNOA TON WALL PANE <br /> INSIALLAJ( ¢ R CT ONR FOR POURFO IN PI ACE FOOTING <br /> (SEE ALSO SMART FOUNDAT/ON INSTAL(ATION INSTRUCTIONS) <br /> T NI1 RC1TTOM Cf)IJNECIOR.P A FNT NRTRI CT QYR <br /> SINGLE-WIDE - MINIMUM 116' OR W ER: <br /> END WALLS. EACH ERELAS r CONCRETE F OUNDAI ION WALL PANEL SHALT I HAVE LOUP 1OP AND FOUR BOTTOM CONNEC TORS. ONG <br /> WAI LS: EACH PRECAST CONCRETE FOUNDATION WALL PANEL SE.A.L HAVE AI LEASE TWO ICE AND. TWO DOT TOM CONNECTERS <br /> MIA F WIDE <br /> EN) WALLS: EACH PRECAST CONCRETE FOUNDATION WALL PANE SEI41 I. HAVE' FOUR TOP AND I CUR B U I'CM CONNECT ORS_ <br /> LONG WALLS: FACE "RECAST CCNCREL E FCUNUAL ON WAI PAI1I SHALL JAVE AT .EAST IWO TOP ANO TWO DOT rem <br /> CONNECTORS <br /> MULILSECTON - 1HREE OR MORE SECTIONS. <br /> END WALLS 8 LONG JA LS EACH RE-C .T CCU C>""°. FOLINDAT N NAIL RANH SEEM_ HAVE AT 'ST TWC TOP NO 1WO <br /> BOTTOM CONNECTORS <br /> IHE LA.I PRECAST CON' RrrE I OJNOALON *ALL -AREL CUT IC ,IT TV P WE'-R SHAD_ HAVE AI _FAST TYRO TOO ANC' <br /> 9011OM CORILECTORS_ <br /> 311Ir E0 <br /> ////(-190II0111 WNECION RAMSI................. <br /> WEI= SETS '' ID <br /> ,'' �pNOfPfE p001SE4 NMMY tSOS 0!1 N iS DAYS -_ <br /> ___________—— SPACE UNDER WALL NOT TO EXCEED <br /> WATER & RODENT SEAL- D WITH WATER REPELLENT GROUT <br /> is AN. <br /> �\ pCA Ipl S e..0 JL <br /> SFRB= 54 inches length i / , / "� ' <br /> �' Ai, <br /> (iNriiL /s <br /> : Y el.. 7 j <br /> l"'-n _ i_ pi Page6of13 <br />