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<br /> <br />HOMES OF MERIT, INC. <br /> <br />DCA <br /> <br />T~E FOLLOWIN& ?RINTS ARE TO <br />ONL Y BE USE::::> WHEN STEEL <br />~<.AME ~.::MA I NS ON HOME. <br /> <br />(,.<.OSS SEG T ION P A&E ~ <br /> <br />FOUNDATION PAGE ~ <br /> <br />HOMES WITH STEEL FRAME <br /> <br />B~OGK AND ANGHOR PAGE ll- <br /> <br />NOT:::S' <br /> <br />ALL FQu~DA7iON GOi\STRJG T,ON. V1A-ERIALS. AND !t\6TA_LATION Sf-'A~_ <br />BE IN AC,C,O<.::::>ANGE WITH AL_ APPLICABLE STATE M'"D LOGAL C.ODES. <br /> <br />2. -IE -DOWN STRAPS TQ BE : - ~/4" X .035" -"'PE -1. ::'!NISH B. GRADE 1 ZNG SOA-ED <br />STEEL STR,-\P=>I\0 CERTI::' ED B'" A RES, STEREO ENGINEER OR ARGHI-EG T AS <br />CCNFOR~!\JG WITH ASTM OJ9SJ _a' TiE -DOWN STRAPS AND ('OI\I\EC T NG ~AR::JWARE <br />Sr-A_L HAVE J IS0~ M ~ML..,M WOR<. NG CAP AGI TY, <br /> <br />J, GROl"ND Ai\C~ORS Sf-1AL_ HAVE JI50:;:~I\IMUM WCR<..:NG, GAPAGI;v. A'JD Sf-ALL <br />BE I~STAU_:::::J I\J ACSOR0Ai\CE WI-H ~~E ,~ANUFAGTURERS S?ESIF CATiCNS. <br />:JESIGN OF S"ROUi\D ANGf-'OR. iNCL-JDING SHAFT _ENGTH. \.Ji..h1BE.R A\JD DIAMETER <br />OF HE:.-IXES, ETG.. TO BE AS S?ESIFIE:J BY THE GROlJ,\JD A,NC,~CR 'IA..'JUFAG Ti...IRER <br />~OR T-;E AG -UA;... SO IL TVPE ENCCUN-E,RED IF T -E ~OLD ING OR ?1-iLLOl.JT <br />::AP ACI!"1 ES OF GROUND A\G,-ORS ARE BELOW THE 'I ALltE: S S=>ES::' EO <br />ABOVE A ARGH I TEG -/E'JGI \JEER MUS-BE GONSl..L TED FOR AN ,AL TE.RNA TE <br />ANCHCRA0E DES: GN. <br /> <br />4. i-BEAM SUPPORT PIERS MA,( BE I.'JST ALLED LA TERALL v (~O' ::'ROM T-1E <br />OR lENT A -ION SrlOW\J QN T-iE FOUNDA T!ON PLANJ. <br />'AUS 7 BE i_OGA TED 0 I REC Ti_ Y BE_OW THE I - BEAM CEi\"'-::KL: NE <br /> <br />S. :NST ALL BLQC<' po I ER ON EAGf- S DE OF ALL EXTE<. tOR :)OCR OPEN NGS. <br />~ANUF AC -ltRER'S RECOMMENDA -I O,'J ONLY - OPT CNAL Wf-E,'J N07 Sr-OWi'..l <br />SLIGH!" AD..;l6TME,'JT MAY BE REQU:RE:J TO INSURE OPENABIL/TY AFTER <br />iNSTALLATION OF' BUI~_DINGS GOMPLETE. <br /> <br /> <br />6. -::E F RST TiE - DOWN STRAP FROM E\DWALL SHAL_ i'..OT :::XGEED i/2 THE <br />MAXIMUM SPAG NG INDGATED. <br />7. ALL PIERS SHALL BE CONS-RL-G T:::D OF 0" X 5" X 16' CONGRE7E ~ASONRY uNTS <br />GONFORMI\JG TO ASTM (..00. MASONRY UNITS Sf-ALL 3E _AID N TY=>E M OR S <br />MOR T A,R OR COVE.R::D WITH ?v.RF' AGE BONDING GE,ME:\rr iNST A_LED ,N AGGORDANGE <br />W TH I-S LSTING. PIER ::'QOTiNGS SHAL_ BE AS DES(,,<.IBED ABOVE. <br />B. ALL PIE.RS SHALL 5E SAPPED W TH 2Xe, SYP PRESSURE TREA;"ED SILL PLATES. <br />FULL I_EN0TH OF' PIER. <br /> <br />: ?AGE e, <br /> <br />{29~-2.573 <br />Det:'2~' <br /> <br />JJlI3C!J <br /> <br />HIl30RN. ~~sER. CAAr:.R <br />~ ASSOC: A TlS <br />, 627 sro rei '<I"'Ri..E A 'IE. <br />CU:AR'NAT~. Fl ~15 <br />