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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 1T HOOK <br />ao' TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 SCALE: 3/4"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYR81"" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. m 1#5 <br />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�e <br />PLACE STEEL HEIGHT. <br />REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />.0 / AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 <br />TWO COURSES ARE BOND BEAMS WITH AftBAR IN EACH COURSE. TYR 6h16' b <br />G� 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 1#5 <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />/ TOP OF THE LINTEL <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. � o <br />/ �� BOB DBL BOND TOP OF <br />/ 2 6 BEAM W/ (1)#5 BAR BOND BEAM <br />EACH COURSE <br />• <br />f- 8x8 BOND BEAM TOP OF <br />• �"�'RP' F FILLED W/GROUT W/(1)#5 BAR BOND BEAM <br />= <br />f �\Gt�� U =UNFILLED GROUT SOLID FROM T <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, T FILLED LINTEL. <br />BEAM COURSE <br />SEE NOTE 5 <br />g �+r 16_1T/1�/c BxS PRE -CAST CONCRETE <br />NOMINAL�� LINTEL W/ (1) #5 BAR (L2) <br />HEIGHT # OF #5'S, TOP S LENGTH OF BAR = WIDTH OF MASONRY <br />OPENING - Z' <br />IT IS THIS ENGINEER'SINTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />THAT XFXX-1Tl1M OB INDICATES ADWBLE BOND BEAM #OF #5'S, BOTTOM 8x8 PRE CAST CONCRETE SCALE:34"=T-0 <br />AND XFXX- 1T/OMMB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL REFER <br />IT IS THIS ENGINEER'S INrENT <br />AND XUXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS T P <br />LINTEL OF OPENING <br />AND XUXX - 1T/OM/OB 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) 1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />DBL. BOND BEAM <br />SHANK SIZE.145 MIN HEAD <br />AT LOWER ELEVATION <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />V4") 8" FROM EACH END AND <br />16" O.C. MAX. MIN 1-114' <br />#5 BAR BENT <br />AS SHOWN <br />EMBEDMENT <br />PRE -CAST .3144" <br />WINDOW <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE.300 <br />MIN EMBEDMENT 1 1/4") 6' <br />1p, ,�e <br />SILL <br />FROM EACH END AND 18" <br />71 <br />'a SLOPE <br />O.C. MAX. MIN 1-1/4" <br />§ <br />EMBEDMENT <br />OPEN FACE SHELqlN <br />2x6 (MIN 2 X 3) 2-3/16 <br />AS TO ALLOW BE <br />TAPCON OR DRIVE PIN (MIN <br />BAR TO BE PLACE <br />SHANK SIZE.145 MIN HEAD <br />SIZ .300 MIN NT 1 2X4 SOLID BLOCKING <br />UPPER AND LOWEMIN. REQUIRED IN <br />BOND BEAM <br />S" FROM EACHEND <br />1/4'1 SECURE TO SHEATHING W/ <br />EACH CELL HOOKED IN <br />16' O.C. MAX. MIN 1-1/4" MIN. 2-12e PER BLK. EA. END <br />VCMUWALL <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />STANDARD ACI HOOK <br />7/16' O6B SHEATHING <br />CORNER BARS <br />TYPICAL MASONRY WINDOW <br />AT CORNER STEP <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAILS <br />3 SCALE: 3l4"=1'-0" <br />4 SCALE:11/2=1'-D' <br />S <br />SCALE:34"=,'-0" <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL 60 THAT VERT. <br />REINF, BAR CONTINUES <br />THROUGH LINTEL. <br />.31 <br />ISINGLE <br />#5 CORNER <br />d <br />BAR, 3Ox30 TURNED UP <br />g. <br />I <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />II I II <br />I U <br />- <br />II <br />I�Bx8 <br />II <br />CMU PIER <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <br />PROVIDE #5 BAR <br />SEE PLAN. <br />/ <br />AT EACH SIDE <br />STEEL REINR OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE. 3/4"=1'-V <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />6 <br />SCALE: 3/4"=1'-0" <br />d N.RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407.174-6078 <br />FAX 407-774.4076 <br />www.abdeslgngrou p.corn <br />AA #: 0003325 <br />stmEiv. ao LOT <br />ABBOTT PARK <br />LOT #23 <br />BLK #7 <br />PROJU <br />04181.00 -23071 <br />MODEL: <br />4EAB <br />"1672-ARIA" <br />GARAGE OWING. - <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH fA..0 <br />