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n, <br />n5 <br />145-011 <br />25'®1011 <br />251m10" <br />251®1011 <br />251-1011 <br />mammitim <br />Irl <br />S. (E) SLAB -ON -GRADE 5HALL 13E 5° THICK CONCRETE. <br />4. WHERE NEN GON6RETE 15 G 5T AC7AIN5T EXI5TIN6 GONGRETE FOUNDATIONS, <br />DRILL AND EPDXY #4 DOWELS x 5'-0" LONG TO LAP WITH THE NEW FOOTING <br />LONGITUDINAL REINFORGINO (°° MINIMUM EMBEDMENT). <br />5. ALL WOOF BEARING ON UNPROTECTED 6ON6RETE, EXPOSED TO lNEATHER, <br />OR WITHIN 8" OF FINISHED GRAVE SHALL BE PRESSURE -TREATED, U.O.N, <br />6. FOR SILL PLATE ANCHOR 13OLT LAYOUT TO GONGRETE FOUNDATION WALL5 <br />,AND SLA65, SEE DETAIL 1/54.0. <br />1. ALL BEARING AND SHEAR NALLS SHALL BE 2x4 @ 16" O.G. MIN., U.O.N. <br />5. P05T5 INDIGATEP ARE AT THI5 LEVEL. ALL P05T5 NOT 5PE0IFIED SHALL <br />BE (2) 2x U.O.N. SOLID 5ANN MEMBER5 OF EQUIVALENT SIZE MAY BE <br />505TITUTED FOR UILT-UP MEMBERS (SUGH A5 A 4xb FOR (5) 2x4). <br />1. 5W®x INDICATES SHEAR WALL AT THIS LEVEL. SEE SHEAR WALL <br />56HEDULE b/54.0 FOR SHEATHING, SLOGKINO, NAILING, ,AND <br />ANCHOR BOLT REQUIREMENTS. ,ALL EXTERIOR WALLS SHALL <br />BE SHEATHED PER SW®6 CRITERIA U.O.N. <br />10. HPUx INDICATE5 HOLDOWN TO CONCRETE FOUNDATION WALL5 <br />OR FOOTINGS. 5EE 12/54.0 FOR HOLUOWN DETAIL. U5E <br />MIN. (2) 2x POST U.O.N. <br />INDIGATES FOOTING <br />IN0I6ATE5 FOUNDATION WALL, WOOD <br />BEARING WALL OR SHEAR NALL <br />-x INDIGATES 5HEAR WALL TYPE AT <br />TH15 LEVEL. SEE PLAN NOTE q <br />INDICATE5 W000 BEARING OR <br />SHEAR 4NAL.L AT THI5 LEVEL. SEE <br />PLAN NOTES 1 $ 1 <br />INDICATES NON®BEARINO/ NON -SHEAR <br />NALL AT THI5 LEVEL. SEE 1/54.1 AND <br />2/54.1 FOR CONNECTION DETAILS <br />Vie INPIGATE5 MULTIPLE 5TUO P05T AT <br />THI5 LEVEL. 5EE PI AN NOTE b <br />�'\A- INVIGATES HOL®OWN TYPE AT THI5 <br />LEVEL. 5EE PLAN NOTE 10 <br />LL <br />6- <br />�a <br />m <br />E <br />as <br />C) �� <br />a) 1E <br />co T <br />C <br />®LO co <br />coLn <br />cqm'11:1 <br />r_ <br />z <br />0 <br />z <br />N0 <br />O <br />FOUNDATION PLAN <br />SCALE: I/6" = I'-O" <br />Job Number; <br />s <br />22007.01 <br />