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HomeMy WebLinkAboutS304REINFORCEMENT DETAILS SCALE: NONE BOND BEAM REINFORCING SCALE: NONE BOND BEAM SCALE: NONE WALL REINFORCEMENT SCALE: NONE REINFORCING BAR 1'-9" 2'-3" 2'-9" 4'-9" 7'-6" #6 #7 BAR SIZE #5 #4 #3 LAP LENGTH LAP SPLICE SCHEDULE MASONRY CONSTRUCTION MASONRY CONTROL JOINT SCALE: NONE PLAN ELEVATION KWIK BOLT 3 EMBEDMENT DIAMETER 3/8" MINIMUM EMBEDMENT 5/8" 2 1/2" 4" 3/4" 4 3/4" REBAR SPLICE AT FOUNDATION NOT TO SCALE TYP. REBAR SPLICE NOT TO SCALE 1/2" 3 1/2" WALL OPNG W/ PRECAST LINTEL SCALE: NONE WALL OPNG W/ STEEL LINTEL SCALE: NONE BEAM LINTEL BEARING SCALE: NONE PRECAST LINTEL PROPERTIES MARK PC6-8 F'c SIZE REINF. ØVn ØMnWxH top bot. 6x8 1 #4 1 #5 3,500 3,320 59,570 in-lb LINTEL SCHEDULE MARK L1 L2 L3 SIZE REMARKS PC8-16 8x16 598,090 in-lb10,540 lb 2 #4 2 #6 PC8-8 8x8 2 #4 2 #5 4,450 lb 167,150 in-lb3,500 3,500 PC8-8 W8x24 W16x26 @ 8" CMU W/ PL 5/16" x 7 1/2" T & B @ 8" CMU W/ PL 5/16" x 7 1/2" T & B GENERAL MASONRY NOTES L4 W16x40 @ 12" CMU W/ PL 5/16" x 11 1/2" T & B @ 12" CMU W/ PL 5/16" x 11 1/2" T & B SPAN UP TO 4' 4' TO 8' 8' TO 14' 14' TO 20' ATTACHMENT OF TOP OF WALL TO DECK NOT TO SCALE S304ENGINEER of RECORD, llc.Carmel, In. 46033(317) 695.1052E o RStructural Engineering ConsultantPE10100227STATE OFNREGISTERED DNIIANABRIAE.L0 TTOP R O FESSINALENGINEERYM DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automotive Group09/21/20