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NOTES TO THE INSPECTOR/CONTRACTOR _ TYP. 8"x8" � 1 #5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. „ PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING Ilk REINFORCING47- (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 1#5 t 1 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" FLP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM J� COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL #5 CORNER BAR W/ 30" LAP FOR EACH / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 COURSE OF BOND BEAM — TOP OF THE LINTEL. 811 VERTICAL REBAR W/ 10" HOOK / � 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. PQ� FAG 8x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM • � EACH COURSE G 8x8 BOND BEAM — TOP OF • OQ�G��C� W/ (1) #5 BAR ue BOND BEAM F = FILLED W/ GROUT 30" TYPICAL l ��U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND a OF OPENING WIDTH # OF #5 S, IN 2ND BOND BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 16-1 T/ 1 M/O B 8 LINTEL W/ (1) #5 BARR CONCRETE NOMINAL LENGTH OF BAR = WIDTH OF MASONRY HEIGHT #OF#5'S,TOP BEAM DESIGNATION OPENING-2' CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 REINFORCING O F BOND BEAM THAT XFXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0" 1 AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (1-1) REFER IT IS THIS ENGINEER'S INTENT SCALE: 3/4"=1'-0" AND XUXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP OL LINTEL OF OPENING AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) S2x4 (MIN 2 X 3) 1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN a 3 1/4" 2x6 (MIN 2 X 3) 2-3/16 TAPCON 00,100 PRE -CAST 4 N OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/41n ' 8" SLOPE FROM EACH END AND 18" M EMBEDMENT O.C. MAX.IDMENT 0 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN -N- OPEN FACE SHELL SO _ SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER BILK. EA. END BOND BEAM #5 MIN. REQUIRED IN 18" O.C. MAX. MI 1-1 4" MIN. 2-12d PER B EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW VCMU WALL CORNER BARS SILL CONSTRUCTION _ ARCHWAY FRAMING DETAILS - AT SCALE. 1 1/2 1 0 5 SCALE: 3/4" = 1'-0" 3 AT CORNER STEP SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I I I SINGLE #5 CORNER Ik` - BAR, 30x30 TURNED UP I OR TURNED DOWN INTO STEEL REINF. OF `F ( FILLED CELL BOND. BEAM o �v II � I I 8x8 CMU PIER PROVIDE #5 BAR I ( W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE / SEE PLAN. STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE I N ELEVATION OF BOND BEAM 7 SCALE: 3/4"=V-0" 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrouP.com 0003325 W y W O 0Lu > U d 0 V J w p Q Q 4 Lemco u Jcp 0 4 CA Q 0 A 0 0 V CQ SUBDIV. & LOT: ABBOTT PARK LOT #38 BLK 9 PROJECT 04181.000- 38091 MODEL: 3EFB "2447- ROBIE" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. PRINT 05 26 20 DATE: SCALE: 1/41' SHEET S2. 1 A _. i �aa.i� iac.� �LQill� A.i CIA ... i.�.. w. �d>Y�I .I �1 { i�111V.1. �.. II I III , l1 1! 1, it �,lii 1,!!! I iF ii ! 1I:.