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#5 CORNER BAR W/ 30• LAP FOR EACHREINFORCING COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4'=1'-0' mmmll NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8'xW 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BARING PLACE STEEL HEIGHT. �0 REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST #5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'x16' 5. COURSE LD THE OF BOND BRLE BOND BEAM COINCIDE WITH A LINTEL THE EAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL BOND BEAM / 1#5 FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. o„ ��O 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. BEAM W/ (8 #5 BAROND TOP OF BOND BEAM •\Q S EACH COURSE p 8x8 BOND BEAM TOP OF • OQ/4�\N W/ (1) #5 BAR .ti; BOND BEAM F FILLED W/ GROUT '(\AO U =UNFILLED GROUT SOLID FROM TOP pA� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 16-1 T/1 M/ B 8x8 PRE -CAST CONCRETE p85�F�P NOMINAL LINTEL W/ (1) #5 BAR (L2) PP HEIGHT # OF #5'S, TOP LENGTH OF BAP = WIDTH OF MASONRY 6 OPENING-2' BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR n THAT XFXX-1TH M10B INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE-CASTCONCRETE G SCALE: 3/4'=l'-0' AND XFXX-1T/O/=B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XUXX-1T/1 WQB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX-1T)OWOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3) 1-3(16 TAPCON OR DRIVE PIN (MIN SHANK SIZE,146 MIN HEAD DBL. BOND BEAM NT I .301) MIN EEND EAND AT LOWER ELEVATION WINDOW 1/4') 8 FROM ACHSIZE 18. O.C. M #5 BAR BENT ASSHOWN EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK PRE -CAST 'a i/a' SIZE, 45 MIN HEAD SIZE .300 WINDOW MIN EMBEDMENT 1 114") e' 1p, ZIP SILL FROM EACH END AND 18• SLOPE O.C. MAX. MIN 1-1/4' o m EMBEDMENT OPEN FACE SHELL SO 2x8 (MIN 2 X 3) 2-3/16 AS TO ALLOW BENT ALLOW TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD BAR TO PLACED IN UPPER AND LOWER E.300 MIN E NT 1 2X4 SOLID BLOCKING BOND BEAM #5 MIN. REQUIRED IN i14-) 8 FROM EACH NDEAND SECURE TO SHEATHING W/ EACH CELL HOOKED IN 18' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA. END TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7H 6' OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW CMU WALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAILS 3 SCALE: 3/4'=1'-0 4 SCALE:11/2'=1'-0' 5 SCALE: 3/4'=P-0' \ PROVIDE 3• DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I ,` s I I SINGLE #5 CORNER A 5 Pip I BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. BARS), PROVIDE #5 BAR SEE PLAN, II / AT EACH SIDE STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM (':�SINGLE LINTEL, MULTIPLE OPENINGS 0 SCALE: 3/4'=1'-0' 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH:407-7746078 FAX: 407-7744078 www.abdesigngroup.Dom AA #: 0003325 8L7HDIv. & w ABBOTT PARK LOT #19 BLK #15 PROJECT* 04181.000-19151 MODEL' 4EAB "1672— ARIA" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C ommool SEP 10 DATET 08/31/20 SCALJB: 1/4"=V-0" SHEET S2.1A