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- - - <br /> - - - - - - - - -- - - - <br /> Advance Wan Systems,Inc. <br /> 19827271!Avrse NW <br /> &p Lala,MN 59308 <br /> WALL NOT SHOWN FOR LAP 48 BAR <br /> CLARITY <br /> DIAMETERS LAP 48 BAR w.•r or meq, <br /> 20•WIDE x 20'THICK <br /> DAMETERS <br /> C.I.P.CONCRETE <br /> GRADE BEAM <br /> A3 CLOSED TIES @ 12.O.C. �' •' SECTIONS AND DETAILS <br /> 4 <br /> (4)#5 x CONT.HORIZONTAL + fO CORNER BARS TO <br /> BARS TOP AND BOTTOM MATCH BEAM <br /> OF GRADE BEAM EO g c REINFORCEMENT CORNMATCH B TO <br /> EAM <br /> HELICAL PIER BY OTHERS REINFORCEMENT <br /> SEE PLAN FOR LOCATION <br /> SECTIONSCORNER REINFORCEMENT INTERSECTION REINFORCEMENT <br /> S3 GRADE BEAM S3 TIES NOT SHOWN FOR CLARITY S3 TIES NOT SHOWN FOR CLARITY <br /> STRUCTURAL SLAB PROVIDE(2)N5 x 10'-0'BARS <br /> SEE PLAN FOR FOUNDATION WALL TOP AND BOTTOM OF WALL <br /> REINFORCEMENT SEE ARCH. CENTERED OVER TRANSITION <br /> a. <br /> 2'MIN.SLAB4 <br /> (EDGE °® , a4 <br /> FOUNDATION WALL ,• .. , <4 w•�+aaa4errV,+o,•asasa,sw <br /> ,r o• r� a,....,..>.......a..... <br /> SEE ARCH. a .. ."ai:ra4i.a 'rarer Brow <br /> #4 x 3'-0'HOOKS ¢.. °4. . ..a rr�e.as rarer Aarrer <br /> @ 48'O.C.TYP. <br /> 20•WIDE x 20'DEEP C.I.P. `� •' 4'T - oaFue..� 45470 <br /> CONCRETE GRADE BEAM <br /> SEE DETAIL 1/S3 FOR —Tr <br /> REINFORCEMENT TYP. :y" "T.O.G.B= GRADE BEAM <br /> e SEE ARCH. STRIP FOOTING SEE 1/S3 <br /> SEE ARCH. EXTEND BOTTOM GRADE BEAM <br /> HELICAL PIER OPTIONAL WALL REINFORCEMENT INTO STRIP engineers <br /> SEE PLAN TYP. JUMP VOID FOOTING AS SHOWN <br /> �•rrwrr turas <br /> smryras.rar ata <br /> a•.�sunaso•Q sasn.r,s <br /> rrrr....aya <br /> 4 SECTION 5 SECTION <br /> @ GARAGE S3 FOOTING TRANSITION w ri <br /> vpw @F M <br /> Fry Residence <br /> f 075 Toromm Rsad <br /> MlnrOMft MN <br /> �r a.Oa <br /> ...� <br /> anmauaeoe,eaxsweaos <br />