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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL RESAR 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 n.p gk8.• <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 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�t <br />PLACE STEEL HEIGHT. <br />OF V� REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />#5 <br />TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR 6"116' <br />AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED $O THAT THEN THE LAST 9—' <br />S. 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 />/ REIN0FORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />TOP OF THE LINTEL. , <br />& ��1a. 6, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. �' o <br />/ P8� 8zt6 DBL. BOND TOP OF <br />ti se BEAM Wl (1) #5 BAR BOND BEAM <br />/ yN� EACH COURSE <br />• <br />8x8 BOND SEAM TOP OF <br />• Oa�t� W/(1)#5 BAR .y; BOND BEAM <br />F = FILLED W/ GROUT \\\\ <br />� V1`0��.,OF U =UNFILLED GROUT SOLID FROM TOP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />� # OF i/5'S, IN 2ND BOND BEAM, IF FILLED LINTEL <br />BEAM COURSE SEE NOTE 5 <br />WIDTH �/c <br />n V,� 1 6-1 T/1B Bx8 PRE -CAST CONCRETE <br />�p0 NOMINAL—� LINTEL W1(1)#5 BAR (L2) MASONRY <br />P LENGTH OF BAR = WIDTH OF <br />e HEIGHT #OF#5'S, TOP OPENING-7' <br />IT IS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />THAT XFO-1TIiMroBINDICATES ADOUeLEBONDBEAM BOTTOM BxBPRE-CAST CONCRETE SCALE:34"=1'-0' <br />AND %FXX - 1TroMNB INDICATES A BINDLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />IT IS THIS ENGINEER'S INTENT T P <br />AND XUX%- iTn MMS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS <br />LINTEL OF OPENING <br />AND XUXX-1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2X4 (MIN 2 X 3)1-3116 <br />SINGLE BOND BEAM <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/4") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />16' O.C. MAX. MIN 1-1 4" <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />,a 3 1A' <br />PRE -CAST a <br />2z6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL <br />e SLOPE <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 l/4") 8" <br />FROM EACH END AND 1S' <br />' �o <br />O.C. MAX. MIN 1.1/4" <br />$� <br />M <br />EMBEDMENT <br />? <br />2x8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN HEAD <br />AS TO ALLOW BENT <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />1/4" 6" FROM EACH END AND SECURE TO SHEATHING W/ <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />1S' O.C. MAX. MIN 1-1/4" MIN. 2-12tl PER BLK. EA. END <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7/16' OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />FRAMING DETAIL <br />AT <br />AT CORNER STEP <br />scALE:11rr'=1'o" <br />5 <br />3 <br />SCALE:34"=1'-0' <br />SCALE: 3I4"T <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />I <br />> I <br />I <br />SINGLE #5 CORNER <br />BAR, 3Ox3O TURNED Up <br />STEEL REINF. OF <br />OR TURNED DOWN INTO <br />FILLED CELL BOND. BEAM <br />SUN <br />W18 CMU PIER <br />SINGLE OR DOUBLE REINF. BAR(S), <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 />CHANGE IN <br />ELEVATION OF BOND BEAM <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />6 <br />SCALE: 3l4"=1'-0" <br />I1 N. RONALD REAGAN BI <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abde•igngroup.com <br />AA #: 0003325 <br />Iy�yIyy <br />O <br />1Iii�LF <br />C <br />OUBDIV. Ae WT: <br />ABBOTT PARK <br />LOT #23 <br />BLK. #9 <br />PROJECT# <br />04181.000-23091 <br />MODEIa <br />3EEB <br />"2260-ELSTON" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />%,.160,4PH MAIV <br />