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<br />I HEREBY CERTIFY THAT, iN MY PROFESSIONAL
<br />OPINION AS A LICENSED PROFESSiONAL It--J THIS
<br />,.llJRISDICTION, I HAVE ~EVIEWED THE ATTACHED
<br />DESIGN AND FOUND IT TO BE IN SUBSTANTIJ>l
<br />COMPLIANCE WITH SECTION 1606 OF THE 199'1
<br />SGCCI STANDARD BUilDING CODE.
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<br />POST DETAIL NOTE;)
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<br />(A) 4 X 4 P. T. TYPICAL WOOD POST
<br />(B) SIMPSON AC4 POST CAP ANCHOR APPLIED PER MANUFACTURE.
<br />(C) SIMPSON AIJU44 POST BASE ANCHOR APPLIED PER MANUFACTURE
<br />(D) SIMPSON HIO CLIP ON ALL TRUSS TOBEAM LOCATIONS.
<br />(E) DOUBLE 2 X 12 #2 PINE BEAM WITH ONE LA YER W' PLYWOOD INMI,
<br />(F) SEE WAI.!. DETAIL NOTES.
<br />(G) CEIU,\'G PER OWNER SPECIFlCA T/ONS.
<br />(Ii) TYPICAL 4" CO^'CRETE SLAB. Et'<.\5TU.J C:7
<br />(I) TYPICAL FOOTING WITH 2 EACH #5 ~EBAR ON CHAIRS. €.l<iSTINc"
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