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IF <br />COURSE OF BOND BEAM #5 CORNEA BAR Wl P FOR EACH <br />VERTICAL REBAR W/ 10' HOOK <br />30" 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 TYP. 8'x8' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM cO 1#5 <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 />FJ PLACE STEEL HEIGHT. <br />O 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 />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'x16' <br />BOND BEAM '- <br />5. COURSELD THE DOUBLE BOND OF BOND BEAM IS OMIITEAM COINCIDE WITH A LINTEL THE TTED AND A LINTEL IS PLACED. THE STEEL <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />TOP OF THE LINTEL. <br />P'�Q 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />8xI6 DEL. BOND TOP OF <br />BEAM W/ (1) 5 BAR BOND BEAM <br />•\Q 9 EACH COURSE <br />O 8x6 BOND BEAM TOP OF <br />• OQ�GN\� W/(1)#5 BAR .L; BOND BEAM <br />TOP <br />I .\1�0� U = UNFILD W/ GROUT GROUT SOLID FR7FN <br />J'1\Q NOMINAL LINTEL TO TOP OOF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED <br />BEAM COURSE <br />SEE NOTE 5 <br />p 16-1 T/1 B 8x8 PRE CONCRETE <br />5 (�P _�i ` LINTEL W/ (1) #5 BAR (L2) <br />p�P�F NOMINAL LENGTH OF BAR WIDTH OF MASONRY <br />Q HEIGHT # OF #5'S, TOP <br />0 OPENING-2' <br />IT IS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />THATXFXX-1T 1NOB INDICATES ADOUBLE BOND BEAM #OF #5'S, BOTTOM BXB PRE -CAST CONCRETE BCALE: 34'=1'-0' <br />AND XFXX- 1TNM OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX-1T//M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX -1 T/OMOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />DBL. BOND BEAM <br />AT HIGHER ELEVATION <br />20 (MIN 2 X 3) 1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />DBL. BOND BEAM <br />MINENT <br />AT LOWER ELEVATION <br />WINDOW <br />1/4') 83FROM EACHZE00 <br />E END <br />18' O.C. MAX. <br />#5 BAR BENT <br />AS SHOWN <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3/i6 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />PRE -CAST . <br />SIZE.145 MIN HEAD SIZE .300 <br />WINDOW <br />MIN EMBEDMENT 1 1/41 e' <br />7p, Z:o <br />SILL <br />FROM EACH END AND 18' <br />a SLOPE <br />O.C. MAX. MIN 14/4" <br />c <br />m <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3116 <br />OPEN FACE SHE 50 <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 BLOCKING <br />UPPER AND LOWER <br />BOND BEAM #5 MIN. REQUIRED IN <br />FROM <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 BLK. 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 />CMU WALL <br />AT CORNER STEP <br />%1 SILL CONSTRUCTION <br />FRAMING DETAILS <br />r� <br />3 <br />4 SCALE: <br />5ARCHWAY <br />SCALE: 3/4'=1'-0' <br />11/2'=1'-0' <br />SCALE: 3/4'=1'-0" <br />PROVIDE 3' DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />I <br />.� <br />r <br />II <br />SINGLE #5 CORNER <br />#; <br />I <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />Q,'TGQ <br />FILLED CELL BOND. BEAM <br />8x8 CMU PIER I <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />SEE PLAN. <br />/ <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4'=1'-0' <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />V SCALE: 3/4'=1'-0' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407.774.6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.00m <br />L AA #-. 0003325 A <br />9_ <br />may{ <br />JW�JW <br />6 <br />mmmmw <br />SVHDIV. & L071*1 <br />ABBOTT PARK <br />LOT #15 <br />BLK #15 <br />PROJECTi1 <br />04181.000-15151 <br />MoDzl: <br />4EAB <br />"1672- ARIA" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />