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#5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR WI 10" HOOK\�Q 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.B 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM �O 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL HELP ACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND 1#5 AS DEPICTED HEREIN. 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. TYR 8"x16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM OJT 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 1#5 / / A TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8 PO ' F� 8xl6 DBL. BOND TOP OF / �� •7' 0 QEtiF' BEAM W/ (1) #5 BAR BOND BEAM •\Q EACH COURSE G 8xS BOND BEAM TOP OF • OQG�\� W/ (1) #5 BAR .S BOND BEAM �\AQk U = UNFILD WDI GROUT GROUT SOLID FROM TOP .T1\Q NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH #OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE ��j/%/ BEE NOTE 5 \� �Q 6-1T/1 1 V 1/ 8x8 PRE -CAST CONCRETENOMINAkl LENGTHOFLINTEL Wl I)BARBWIDTHOF MASONRY � OPENING-2" Q HEIGHT BOF#BEAM P BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR n THAT XFXX-lT/iM/08 INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE L SCALE: 3/4"=1'-0" AND XFX%- 1TloMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX- 1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED T LINTEL OF OPENING AND XUXX- 1TIOM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)1-0/i6 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD DBL. BOND BEAM SIZE .300 MIN EMBEDMENT 1 AT LOWER ELEVATION WINDOW 114") 8" FROM EACH END AND MIN 1-1/4" #5 BAR BENT AS SHOWN EMBEDMENT 2x6 2 X 3) 2-3l16 TAPCON (MIN OR DRIVE PIN (MIN SHANK PRE -CAST .3 1X' SIZE.145 MIN HEAD SIZE .300 WINDOW MIN EMBEDMENT 1 1/4") 8" 1pa 2fD SILL FROM EACH END AND 18" a SLOPE O.C. MAX. MIN 1-114" 4 n EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BAR TO BE PLACED IN S12i .300 MIN EMBEDMENT 1 UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM 1!4" 8" FROM EACH END AND SECURETOSHEATHING W/ /7116'088 EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BILK. EA. END VCMU TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK SHEATHING CORNER BARS TYPICAL MASONRY WINDOW WALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAIL 3 1 4 C 5 SCALE:34"=1'•0" SCALE:11/2"=1'-0" SCALE: 3/4"=V-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I ISINGLE 05 CORNER b BAR, 30.30TURNED UP �EQ OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 0 II I ''III G8x8 CMU PIER I I / W/ SINGLE OR DOUBLE REINF. BARS), PROVIDE BAR AT EACH SIDE SEE PLAN. STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. Ar CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3X'=l',V' SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=V-0" i N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 � P v EVHDIV. AC TAT: SILVERADO LOT #48 BLK #18 PROJECT 04128.001-48181 MODMU 4EAB "1672-ARIA" GARAGE 81rING: LEFT PAGE: DETAILS 150 MPH WTI. B E07/27/20 1/4"=1'-0"T .1A