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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 1d' HOOK <br />3a' TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 SCALE: 3/4"=1'-d' <br />NOTES TO THE INSPECTOR/CONTRACTOR TYR 817c6' b 1#6 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />PLACE STEEL HEIGHT. <br />0* REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 <br />�X TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 21&' <br />p� 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />TOP OFR HIE LIINTE THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />/ a ��� 0 . �t <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.--fi <br />/ p0°�F4RE Bx16 DBL BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM TOP OF <br />• ���eS' W/(1)#5 BAR .y; BONDBEAM <br />OQ F = FILLED W/ GROUT <br />'(�'p4 U = UNFILLED GROUT SOLID FROM TOP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN E BOND BEAM, IF FILLED LINTEL. <br />BEAM COURSE SEE NOTE 5 <br />A W'EpEp 16-1 T/1 8x8 PRE -CAST CONCRETE <br />NOMINAL�� LINTEL W/(1)#S BAR (L2) MASONRY <br />HEIGHT 0OF#5'S, TOP LENGTH OF SAR=WIDTH OF <br />OPENING BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR <br />THAT XFXX- 1TA MqS INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=V-0' <br />AND XFXX-1TIGMgB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX-1T/1 WOO INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP <br />LINTEL OF OPENING <br />AND XUXX- IT/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />DBL. BOND BEAM <br />AT HIGHER ELEVATION <br />2x4 (MIN 2 X 3)1-3M6 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />DBL. BOND BEAM <br />AT LOWER ELEVATION <br />WINDOW <br />AF2x6 <br />1S4') 8" ROM E CH E DENT AND <br />18" O.C. MAX. MIN 1-1/4" <br />#5 BAR BENT <br />ASSHOWN <br />_ <br />EMBEDMENT <br />2 X 3) 2-3/16 TAPCON <br />�.31/4" <br />(MIN <br />OR DRIVE PIN (MIN SHANK <br />PRE -CAST n <br />SIZE.145 MIN HEAD SIZE .300 <br />WINDOW S <br />MIN EMBEDMENT 1 1/4') B' <br />Tp, ,La <br />SILL <br />FROM EACH END AND 16" <br />SLOPE <br />O.C. MAX. MIN 1-1/4" <br />§ <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3116 <br />OPEN FACE SHELL SO <br />TAPCON OR DRIVE PIN (MIN <br />AS TO ALLOW BENT <br />SHANK SIZE.145 MIN HEAD <br />BAR TO BE PLACED IN <br />SIZE MIN EMBEDMENT 1 2X4 SOLID I NG <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />BOND BEAM <br />" FRO <br />1/4" 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />EACH CELL HOOKED IN <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BILK EA END <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />STANDARD ACI HOOK <br />7/16" OSB SHEATHING <br />CORNER BARS <br />TYPICAL MASONRY WINDOW <br />CMUWALL <br />AT CORNER STEP <br />SILL CONSTRUCTION <br />(-;--)ARCHWAY FRAMING DETAILS <br />3 <br />1 <br />4 <br />SCALE:34"=1'-0" <br />SCALE 11/2'=T-9' <br />SCALE: 3/4"-V-17 <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />a I <br />I <br />SINGLE #5 CORNER <br />BAR, TURNED UP <br />p <br />I I <br />TURNED0x30 <br />OR TURNED DOWN INTO STEEL REINF. OF <br />1 <br />1 1 / <br />FILLED CELL BOND. BEAM <br />II I II / <br />8x8 CMU PIER <br />Wl SINGLE OR DOUBLE REINF. BAR(S). <br />PROVIDE #5 BAR <br />SEE PLAN. <br />I I / <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGE IN <br />OF BOND BEAM <br />D7ELEVATION <br />SCALE: <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />6 SCALE: 3/4"=1'-0" <br />d N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdoeigngroup.com <br />AA #: 0003325 <br />Y <br />o <br />till <br />D <br />9tmDly. at MT: <br />ABBOTT PARK <br />LOT#4 BLK#14 <br />PHASE 4C <br />PROJECT# <br />04181.04C-04141 <br />MODEL& <br />4EAB <br />"1672-ARIA" <br />GARAGE 8WDTG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DRDFT -1 <br />A 10/26/21 <br />SCALM: 1/4"= I'-0" <br />9iiEET <br />S�AA <br />