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#5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3l4"=1'-0" OPEN FACE SHELL SO AS TO ALLOW SENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM —#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 'o V� �GA� PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 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 WITH 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. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. F=FILLED W/GROUT U = UNFILLED NOMINAL # OF #5'S, IN 2ND BOND WIDTH ,BEAM COURSE 16-1T/1W/ B NOMINAL —/� 0 Y� HEIGHT # OF #6S, TOP IT IS THIS ENGINEERS INTENT BOND BEAM COURSE THAT XFXX -1T/1 M/OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX - ITNM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - IT/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE-CAST•31{4" WINDOW SILL Z 'v SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2'=1'-0 SINGLE #5 CORNER 1 BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=l'-0" BOND BEAM * 8 #5 TYR 8'k" jp BOND BEAM �•': OX16 DBL BOND TOP OF A. BEAM W/ (1)#5 BAR BOND BEAM EACH COURSE 8X8 BOND BEAM TOP OF W/(1)#5 BAR .tip BOND BEAM 7 GROUT SOLID FROM T LINTEL TO TOP OF BOND ,! OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8X6 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2' BEAM DESIGNATION OR �f BX8 PRE -CAST CONCRETE L SCALE: 3/4'=1'-0" LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS rno . WOW111E011oN Fal MWAG 9 d. =2' MIN, 2 }' MAX a• = 2 J" MIN, 9" MAX W� S=1}'MIN, 2j MAX ee=}'MIN, 2}"MAX Z.'MIN, 2 t MAX y=2t"MIN,9"MAX W }"MIN, 21"MAX' ea = t MIN, 2 j' MAX d. =2' MIN, 2 *'MAX 2 J"MIN, 9"MAX & =1 }' MIN, 2 �' MAX e• _ J' MIN, 2 �' MAX 'MUST RAVE 2 OR MORE LONGITUDINAL ROWS OF MILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE s. = SPACING BETWEEN ADJACENT FASTENERS IN A ROW & = SPACING BETWEEN ROWS OF FASTENERS ea = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroupxom AA #: 0003326 4 b a F• 8TT91DIV. & XoOT: ABBOTT PARK LOT #17 BLK #7 3FROJEc 04181 00 —17071 �coaEMa "2371—ENSLEY" csA AGIC 9WING: RIGHT PAdm: DETAILS 160 MPH EXP.