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FOUNDATION PLA TES: <br />1. EXTERIOR FOOTINGS SHALL BEAR A I 1'-6" BELOW ADJACENT A . <br />4. REFER TO SKEET S3.1 FOR FOUNDATION DETAILS. <br />S® PLACE ALL REINFORCEMENT PER THE STRUCTURAL NOTES AND FOUNDATION DETAILS. REFER TO SHEET S1.1 <br />FOR ADDITIONAL CONCRETE DETAILING REQUIREMENTS. <br />LOCATIONS,8. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, WALL R _ <br />ARCHITECTURAL DRAWINGS AND NOTIFY ALL PARTIES OF ANY DISCREPANCIES. <br />2. COLUMNS : BEARING WALLS SHOWN ON PLANSz f D DOWN TO THE FOUNDATION <br />UNLESS CARRIED BY A BEAM BELOW. <br />3. REFER TO SHEET S4.1 TH U S4.3 FOR TYPICAL FLOOR FRAMINGDETAILS. <br />4. CONTRACTOR SHALL HAVE THE OPTION TO DRILL A 11/2"0 HOLE CENTERED IN THE DEPTH AND AT THE THIRD <br />POINT OF THE SPAN R ALL WOOD FLUSH BEAMS <br />k ., `► - s.Is_ ON INN I <br />9, UNLESS NOTED OTHERWISE, ALL BEAM -TO -BEAM CONNECTIONS SHALL BE SIMPSON HU SERIES FACE MOUNT <br />HANGERS / MAX NAILING. <br />Y. <br />x <br />„y <br />