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#5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK- 3a•TVPICAL #5 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM 1 SCALE 314 OPEN FACE SHELL SO AS TO ALLOW BENT 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 AT CORNER STEP 3 SCALE: 3/4"=1'-0" Goa PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. s �N oo ae F = FILLED W/ GROUT U = UNFILLED $F16-1T/1 0,1111 NOMINAL —ice HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -1 T/iM/08 INDICATES A DOUBLE BOND BEAM AND XFXX-1T/OMNB INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEER'S INTENT AND XUXX -1TM WOB 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 #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 18' DEEP. # OF #5'S, IN 2ND BOND BEAM COURSE M/OB Z-OF #VS, BOTTOM PLACED IN LINTEL WINDOW PRE -CAST •31W WINDOW C SILL Z f SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION TYP. BE � 1#5 BOND BEAM ate* 1#5 TYP. 8"x18' BOND BEAM 1#5 8xl6 DEL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR .4. 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 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (0) REFER TO PLAN FOR LOCATIONS r,.e . PRECAST HEADER(MIN) -- 2x4 (MIN 2 X 3) 1-3/16 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 1-114" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 16' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2X 3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1,.,) 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAILS 5 SCALE: 3/4" - V-O" SINGLE #5 CORNER a E. BAR, 30x3O 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 CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0' WOOD SECTION FAMENERSPACN6 d. =Z' MIN, 2 }'MAX 4 = 2" MIN, 9" MAX 0 & =1 }'MIN, 2 I'MAX ea = �' MIN, 2 }" MAX d, =2" MIN, 2 }'MAX s. = 2'. MIN, 9" MAX (2) 2d ;=1}'MIN, 2}'MAX ey = }" MIN, 2 }" MAX d. =2" MIN, 2 }" MAX S. = 2 �' MIN, 9" MAX M2d a=1}"MIN, 2}"MAX ea =1" 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 'OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: C6 = END DISTANCE %= 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. I1 N. RONALD REAGAN BLVD. LONGWOODFL32750 PH: 4074YZ4 78 FAX 407-7744078 www,a bdesigngrou p.eom AA #: 0003325 , i aq 0. EUUMV. Ac I.OT: ABBOTT PARK LOT #13 BLK #12 PHASE #4C PROJECT# 04181.04C-13121 MOaELc 4EHB "2605-HAYDEN" awRwaE sWMG: RIGHT PAGE: DETAILS 160 MPH EXP. C PRINT DATM* 02/08/22 MICALE: 1/4"=1'-0" sIiEET %s2.1A