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#5 CORNER BAR W/ 30' LAP FOR EACH 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' NOTES TO THE INSPECTOR/CONTRACTOR TYP.8'x8' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m tom' 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE HE REQUIRED BEARING �r 8" �t �OF 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 HE LAST t#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'xt6' ;p CCURSE 5. LOF BOND BD THE EAAM IS OMITTED AND A E BOND BEAM COINCUN EL S PLACED. THE STTEEE WITH A LINTEL THE OM BOND BEAM ^ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / TOP OF THE LINTEL. I- B„ (- / A\N'�0 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS HN 16' DEEP. P 8X18 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM •\O EACH COURSE \�lQ 8.8 BOND BEAM TOP OF • � � W/ (1) #5 BAR Ai BOND BEAM ! GROUT GROUT SOLID FROM TOP I .\\aQ U = UNFILLED NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 6-1 T/1 �/c 8x8 PRE -CAST CONCRETE HEIGHT #O #5F 'S,TOP LENGTHLINTEL WOF BARB WIDTH OF MASONRY Q OPENING - 2' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE �, 2 BEAM DESIGNATION THAT XFXX- 1T11 W08 INDICATES A DOUBLE BOND BEAM #OF#VS, BOTTOM 8x8 PRE -CAST CONCRETE AND XFXX - tlA LUDB IND GATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Lt) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - iT/IWOB INDCATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX-1T/OM,OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3) 1-3/16 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW NT 1 E.300 MIN EAND SINGLE BOND BEAM 1/4') a FROM EACH END AT LOWER ELEVATION t8' O.C. MAX. MIN 1-1/4' EMBEDMENT #5 BAR BENT AS SHOWN 2X6 (MIN 2 X 3) 2-3116 TAPCON PRE -CAST ."Q 14. OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4') 8' 'v SLOPE FROM EACH END AND 18' 1 O.C. MAX. MIN 1-114' a 2 m EMBEDMENT 4 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BE SIZE .300 MIN EMBEDMENT t 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4') 8' FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA. END VCMU BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION � CORNER BARS /�,� YSCALE :11/2,=1,-D" ARCHWAY FRAMING DETAILS AT CORNER STEP 5 3 SCALE:34'=1'-0" SCALE: 3/4'=1'-0' PROVIDE 3' DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. i > I SINGLE#5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF � P FILLED CELL BOND. BEAM 0 II I II II I� JAN 2 8.8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4'=1'-0' SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4'=1'-0' -IN ' N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7741078 www.abdesigngroup.eom AA 9: 0003325 tl0. i q w r O a sVHDm A# LOT: ABBOTT PARK LOT #31 BLK #9 PROJECT# 04181.000-31091 MODEL: 3EAB "1504- ALLEX" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C [D'An=: 01/19/21CALE: 1/4"=1'-0" IEMET S2.1A