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<br /> <br />HOMES OF MERIT, INC. <br /> <br />DCA <br /> <br />HOME WITHOUT STEEL FRAME <br /> <br />FOUNDATION NOTE: <br />THE FOLLOWIN0 PRINT':> ARE TO BE USED ONLY <br />WHEN STEEI_ FRAME IS REMOVED FROM HOME. <br /> <br />GROSS SECT I ON P A0E 15 <br />FOUNDATION PAGE 16 <br />DETAIL PA0E, 17 AND 15 <br /> <br />NOTES' <br /> <br />1. ALL FOUNDA,ION GON~TRUC TION, MATERIALS, AND INSTALLATION SHALL <br />BE IN ACGORDANCE WITH ALL APPLICABLE STATE AND LOCAL GODES. <br /> <br />2. SOIL BEARIN0 CAPACITY SHOWN ON 'THIS PLAN IS 2,000 PSf. If 'THE AG ,UAL <br />SOIL BEARIN0 CAPACITY IS LESS THAN 2,000 PSF. AI-J ARCHI,EC r IEN&INEER <br />MUST BE- CONSULTED FOR REQUIRED ALTERNATE FOUNDATION DESI0N, <br />FOOTIN&S SHALL BE PLACED ON NON -EXPANSIVE ':>OILS ONLY. <br /> <br />J. MINIMUM CONCRE'TE FOOTIN& COMPRESSIVE STREN0TH 2,000 PSI AT 25 DAYS. <br /> <br />4. ALL REINFORCEMENT BARS SHALL COMPLY WITH ASTM A615, GRADE 60. <br />REINFORCEMENT BARS SHALL BE EQUALLY SPACED AND PLAGED WITH J" <br />CLEARANCE FROM BOTTOM AND S IDES OF THE FOOT IN0. <br /> <br />5. TIE -DOWN STRAPS TO BE 1-114" X .OJ5" TYPE -1. FINI':>H B, GRADE 1 ZING GOATED <br />STEEL STRAPPIN0 CERTIFIED BY A REGISTERED ENGINEER OR. ARGHITEG T AS <br />CONFORMIN0 WIT~ ASTM DJ95J -91. TIE -DOWN STRAPS AND CONNEG TING HARDWARE <br />SHALL HAVE Ji50~ MINMUM WORKIN& CAPAGITY. - <br /> <br />PAGE 14 <br /> <br />JJlUf!J <br /> <br /> <br />r--- <br />0--.- <br /> <br />... <br />'boo <br />"- <br /> <br />Det: '2'3 <br /> <br />HILBORN. ~NER. CARS <br />.t ASSOOA ITS <br />1627 sooni "''l'RitE A Vf.. <br />ClEAAVI'A ITR. FL .He 15 <br /> <br />l'b (.,~ ~~I ~ <br />