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#5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1O' HOOK - OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #6 BAR BENT AS SHOWN 4 #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOT( CORNER BARS AT CORNER STEP 3 SCALE: 3/4"=1'-0 .hY PLACE STEEL do REINFORCING (L2) GtN AS DEPICTED HEREIN. C4 • •t F Op F =FILLED W/GROUT U =UNFILLED NOMINAL WIDTH 16-1 T/1 p0 NOMINAL-�� HEIGHT # OF #5'8, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -1 TIIMAB INDICATES A DOUBLE BOND BEAM AND XFXX-1T,OMIOa INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEER'S INTENT AND XVXX -1TA M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE MATH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 8, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN le"DEEP. /_# OF #5'S, IN 2ND BOND BEAM COURSE M/ B # OF #5'S, BOTTOM PLACED IN LINTEL WINDOW PRE-CAST3114" A N WINDOWZZ SILL Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE; 1 1/2'=1'-0" SINGLE #5 CORNER 1 BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDEOF ELEVATION BOND.BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0' TYP. BBB' m BOND BEAM TYP. SN18" b BOND BEAM 8x18 DBL. BOND O �F BEAM W/ (1) 05 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#6 BAR '.ti: BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) MASONRY LENGTH OF BAR = WIDTH OF OPENING-2 BEAM DESIGNATION OR �f 2 8x8 PRE -CAST CONCRETE 3CALE: 3/4"=1'-0' LINTEL, W/O STEEL(L1) REFER TO PLAN FOR LOCATIONS ...e . PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/1S TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/18 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT i 1/#') S' FROM EACH END AND III' O.C. MAX. MIN 1.14' EMBEDMENT 2x8 (MIN 2 X3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHINGWI 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK EA END EMBEDMENT 6" OSB SHEATHING U WALL ARCHWAY FRAMING DETAILS 5 I"OEC710Y FASi8EROWNG d> =2' MIN, 2 }. MAX s, = 2L" MIN, 9" MAX 2A er =1 ?'MIN. 2 }'MAX en = a' MIN, 2 J' MAX d, =2' MIN, 2 t' MAX 2}"MIN, 9" MAX er =1 �' MIN, 2 ?'MAX' MIN, 2 }" MAX =Z'MIN, 2}'MAX 2 t'MIN, 9" MAX Maj.d* , =1 ?'MIN, 2 }" MAX e = t' MIN, 2 }" MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 e OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE e. = SPACING BETWEEN ADJACENT FASTENERS IN A ROW sr = SPACING BETWEEN ROWS OF FASTENERS ea =EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT $ SCALE: N.T.S. SE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-0078 M/ww.abdesign8ro up.com AA #: 0003325 IJ V In A