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VERTICAL REINFORCEMENT LOOKED <br />PRECAST LINTELS BY CAST-CRET iZ INTO BOND BEAM SPECIFIED BY DESIGNER <br />Lu LEAR <br />4" NOMINAL BEARING °U FRICTION <br />Z Q (3 5/8" ACTUAL) REINFORCING <br />-A JT. <br />Lu li d ° e . <br />T1 <br />LU x <br />GA9T-GREY <br />�N CAST-CRETE CAST-CRETE ° 4PRECA6 11NTE <br />Q PRECAST LINTEL PRECAST LINTEL a °- b <br />O °d.. <br />1-05 REBAR CONTINUOUS IN LINTEL ° a` SHORE <br />HOHERELINTEL <br />CAVITY, TOP � BOTTOM -MINIMUM s^ CMU POST •'a <br />STIFFNERS AS REQUIRE (7 5/8" ACTUAL) d. CIP COLUMN <br />STEEL COLUMN FILLED W/ CONCRETE <br />SPECIFIED BY DESIGNER <br />STEEL COLUMN <br />#5 REBAR IN *5 REBAR IN <br />VERTICAL VERTICAL <br />GROUT FILLED GROUT FILLED <br />CELL MITER LINTELS CELL MITER LINTELS <br />ROUGH OPENING all BY FIELD ROUGH OPENING BY FIELD <br />CUTTING 12 CUTTING <br />° e MM ° 4 ..y <br />a° d _ <br />CV <br />"5 CORNER DOWELS 1*5 CORNER DOWELS <br />INSIDE AND OUTSIDE INSIDE AND OUTSIDE <br />OF VERTICAL #5 BAR OF VERTICAL #5 BAR <br />AS SHOWN AS SHOWN <br />Z nZ <br />lL <br />CAST -CRETE 00 CAST -CRETE 06 <br />HIGH STRENGTH p HIGH STRENGTH p Ll <br />PRECAST LINTELS PRECAST LINTELS <br />FILLED WITH GROUT FILLED WITH GROUT <br />Wo CORNER DETAIL 5"x8" COLUMN BELOW <br />#5 REBAR IN <br />VERTICAL <br />GROUT FILLED <br />CELL <br />ROUGH OPENING 1211 <br />° e. <br />a° e <br />MITER LINTELS <br />BY FIELD <br />CUTTING <br />(V <br />#5 CORNER DOWELS <br />IN51DE AND OUTSIDE <br />OF VERTICAL 05 BAR <br />AS SHOWN <br />90° CORNEfR DETAIL 12 "x12" COLUt' IN BELOW <br />05 REBAR IN <br />VERTICAL <br />GROUT FILLED <br />CELL <br />ROUGH OPENING <br />d °' <br />• ° <br />e e <br />MITER LINTELS <br />BY FIELD <br />CUTTING <br />AV I- <br />d: <br />d: <br />Z <br />w <br />z <br />0- <br />Z <br />d <br />LLl <br />CAST-CRETE <br />° <br />= <br />CAST-CRETE <br />° .� <br />Q <br />HIGH STRENGTH <br />HIGH STRENGTH <br />PRECAST LINTELS <br />p <br />PRECAST LINTELS <br />FILLED WITH GROUT <br />FILLED WITH GROUT <br />'4 <br />p <br />.17A <br />05 CORNER DOWELS <br />INSIDE AND OUTSIDE <br />OF VERTICAL #5 BAR <br />AS SHOWN <br />1130" CORNER DETAIL 1211 DIA. GOLUI„IN BELOW 90° CORNER DETAIL iro'' DIA. COLu1"CN BELOW <br />#5 REBAR IN <br />VERTICAL <br />GROUT FILLED <br />CELL <br />ROUGH OPENING <br />d <br />e d <br />CAST-CRETE <br />HIGH STRENGTH _ <br />PRECAST LINTELS <br />FILLED WITH GROUT <br />MITER LINTELS <br />BY FIELD <br />CUTTING <br />05 CORNER DOWELS <br />INSIDE AND OUTSIDE <br />/OF VERTICAL OE) BAR <br />AS SHOWN <br />13�>° CORNER DEVIL <br />e <br />.BETE <br />'RENGTN <br />5T <br />FILLED <br />:OUT <br />INTERMEDIATE BEAM a TR4N50M GL A55 <br />y�G\�FNc <br />30" MIN LAP <br />TYF ALL LAP SPLICES <br />FOUNDATION DOWEL <br />CONTINUOUS BOND <br />BEAM REINFORCING <br />a <br />Q . <br />\ ° <br />° e' <br />0 <br />REBAR DETAIL <br />8"x8" CI" IU BOND BEAM <br />w/1-#5 REBAR CONTINUOUS, <br />FILLED SOILD WITH GROUT <br />A <br />4. <br />•v. - ' <br />«.: <br />05 REBAR IN <br />VERTICAL <br />GROUT FILLED <br />CELL <br />:J'� <br />CAST-CRETE HIGH •; <br />STRENGTN PRECAST <br />LINTEL <br />FILLED WITH GROUT <br />OFFSET VERTICAL FILLED CELL DETAIL <br />WALL DOWEL <br />CORNER BAR <br />e <br />NOTE. INFORMATION CONTAINED ON THIS SHEET <br />PROVIDED BY AND PERTAINING TO CAST—CRETE CORP, <br />ALTERNATE PRODUCTS OF EQUAL CAPACITY MAY BE <br />USED, ALTERNATE PRODUCT MUST BE ACCOMPANIED BY <br />ENGINEERING DATA TO SUPPORT SUCH PRODUCT, <br />SO' STANDARD <br />HOOK 10" MINIMUM <br />(TYPICAL) <br />"5 REBAR IN <br />vERTICAL GROUT <br />FILLED CELL <br />CAST IN PLAGE <br />RAKE BEAM WITH <br />05 REBAR <br />a U (L U <br />J N °a cL <br />.e ° <br />a " d ° a -d <br />°'b 4 ° °• ° ° : ' a.' d a <br />° d da ° ev :° <br />FOUNDATION AT ONE <br />STORY BUILDING OR <br />BOND BEAM AT <br />SECOND STORY <br />RAKE BEAM DETAIL <br />0 <br />a <br />0 <br />z C.1 <br />0 <br />a 0 <br />FY 0 <br />u (U <br />In <br />o O <br />A <br />W <br />0 <br />a <br />W <br />OC <br />m = <br />H <br />w � <br />zz N <br />U <br />w 0 <br />tY z .+ <br />" 3 <br />� m <br />m c o <br />C N <br />m <br />10i <br />m c <br />— a CIS <br />r � � <br />0- <br />v 0 <br />� <br />.a a' <br />N <br />L � <br />N <br />mai N <br />M <br />M <br />a <br />LL <br />�f <br />o� <br />t0. <br />U N <br />3 � <br />Y <br />z v p r <br />Elm <br />LL <br />oc L ¢ <br />� �� N ❑ <br />a � <br />u ¢ <br />W Ld <br />❑ W H <br />0 U A <br />Ld <br />w = <br />z J <br />L3 f— <br />z <br />w <br />r <br />w <br />a = <br />W ~ <br />U <br />r <br />z <br />•� a LLJ <br />�14t z <br />w = <br />z <br />❑ J <br />W <br />A <br />cu <br />A~ <br />I <br />z <br />z <br />Vl Ll <br />W <br />M <br />LD ❑ <br />? z <br />¢ W <br />C] w <br />W <br />❑ Clj <br />Z Z I <br />3 0 CD <br />d aj <br />A � <br />w <br />z <br />zLi <br />3 <br />z w J <br />W X u <br />U) <br />o <br />w <br />W <br />Li <br />� v <br />_I <br />® <br />Z. <br />r�ZMN <br />W Q <br />d <br />M <br />pmQ-�M <br />LL- N <br />Wz <br />tLa-^WN <br />i <br />���?� <br />ces <br />�W <br />z <br />Q <br />Zm <br />z <br />0� <br />Q <br />(n W <br />z <br />�F" <br />oA m <br />z <br />LLl w <br />Q a0 N —� O0 <br />M <br />Z= <br />I <br />J <br />O <br />XC)N <br />m U an <br />4 <br />0- W N <br />T <br />i <br />(LPL <br />LL <br />O�ll.Ov <br />