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#5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK Mr.& a8x8 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-O" NOTES TO THE INSPECTOR/CONTRACTOR TYR 8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM C0 �1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 �\,\E TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"xl6" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM "- OJ 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` TOP OF THE LINTEL,1- 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. xl�—xF P,05 fT�G 8x16 DBL. BOND TOP DF BEAM W! (1) #5 BAR BOND BEAM • /\O�� a EACH COURSE O BOND BEAM TOP OF • prG�\� W/ (1) #5 BAR BOND BEAM Q O F = FILLED W/ GROUT L .�\\O U =UNFILLED GROUT SOLID FROM TOP yl\� 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 I V 1/ 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) Pe eF NOMINAL—�� MASONRY PQ HEIGHT # OF #5'S, TOP LENGTH - BAR =WIDTH OF OPENING-2" T ATHF>D(-I /IM/OB INTENT BOND BEAM COURSE OR BEAM DESIGNATION THATXFX%-1T/iMPoBINDICATES ADWBLE BONG BEAM #OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3l4"=1'-0" AND%FXX-1T/OM OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LI) REFER IT IS THIS ENGINEER'S INTENT AND XUXX- 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX- 1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)13/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD DBL. BOND BEAM MIN EMBEDMENT i AT LOWER ELEVATION WINDOW i114) 8SIZE.300 FROM EACH END AND 18" O.C. MAX. MIN IAA #5 BAR BENT ASSHOWN EMBEDMENT PRE -CAST .3 14' WINDOW 2x8 (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" 7p„ ,Zk SILL FROM EACH END AND 18" v SLOPE O.C. MAX. MIN 1-1/4" R m EMBEDMENT OPEN FACE SHELqlN 2z8 (MIN 2 X 3) 23116 AS TO ALLOW BE TAPCON OR DRIVE PIN (MIN BAR TO BE PLACE SIZE.145 MIN HEADUPPERANDLOWE5 SIZSHANK BEDMENT I 2X4 SOLID BLOCKING E83 BOND BEAM MIN. REQUIRED IN FROM EACMIN H END AND SECURE TO SHEATHING EACH CELL HOOKED IN i 78" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END N TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7/16" OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW CMU WALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAIL 3 t `* C 5 SCALE: 314"=V-0" SCALE: 11/2"=l'-0" SCALE:34"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. II SINGLE #5 CORNER D" BAR, 3Gx30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND.BEAM tS II I II 8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. SARIS), PROVIDE #5 BAR SEE PLAN. I I / AT EACH SIDE STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM SCAL� SCAL SINGLE LINTEL, MULTIPLE OPENINGS 1441 Ni RONALD REAGAN 8L LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 ww W.a bdosigngroup.com L AA #: 0003325 WWh� Ip aVHDIV. ee Lo SILVERADO LOT #40 BLK #18 PROJECT* 04128.002-40181 MODELa 4EAB "1672—ARIA" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. B D TE 07/30/20 8CAXX: 1/4"=1'-0" 9FIEET s2.1A