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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR WI 10" HOOK <br />30"TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />OF BOND BEAM <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"z6" <br />1, PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1 <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 />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` <br />W TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE, TYR 8'k1B' ro <br />OJE / 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 1a15 <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />/ TOP OF THE LINTEL. -„ <br />s �a 6. LIND COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. n o <br />/ / V' ¢O <br />P•'' Bx16 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />• <br />8z8 BOND BEAM T <br />• +�N� W/(1)#S BAR <br />p F = FILLED W/ GROUT <br />��plNO U=UNFILLED GROUT SOLID FROMTOP <br />NOMINAL LINTEL TO TOP OF BOOF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINT <br />BEAM COURSESEE NOTE 5 <br />A �P O 8x8 PRE -CAST CONCR <br />�6FEPE LINTEL W/(1)#5 BAR( <br />e F� HEIGIHT L—� LENGTH OF BAR = WIMASONRY <br />BOND BEAMC OPENING-r'BEAM DESIGNATION <br />ITISTHISENG]NEER'S INTEM BOND BEAM COURSE ORREINFORCING <br />THAT XFXX-1T/1M,OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRAND XFXX-iTNMWBINDICATESASINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(0IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIANDXUXX -1T/iM/OB INDICATESA DOUBLE BOND BEAMABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX-1TNM/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)1J/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 MIN EMBEDMENT 1 <br />1/4") 8"FFRROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />#5 BAR BENT <br />AS SHOWN <br />_ <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />PRE -CAST • 314" <br />SIZE, 145 MIN HEAD SIZE. 300 <br />WINDOW <br />MIN EMBEDMENT 1 114") B" <br />>p, 4b <br />SILL g <br />FROM EACH END AND 18" <br />o SLOPE <br />O.C. MAX. MIN 1-1/4' <br />EMBEDMENT <br />4 <br />2x8 (MIN 2 X 3) 2J/16 <br />OPEN FACE SHELL SO <br />TAPCON OR DRIVE PIN (MIN <br />AS TO ALLOW BENT <br />ALLOW <br />SHANK SIZE.145 MIN HEAD <br />BAR TO PLACED IN <br />SIZE .300 MIN EMBEDMENT I2X4 SOLID BLOCKING <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />BOND BEAM <br />114") 9' FROM E CH END AND TO SHEATHING / <br />EACH CELL HOOKED IN <br />18" O.C. MAX. MIN MINC2-12tl PER BLK. EA. END <br />VCMUWALL <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />STANDARD ACI HOOK <br />7/16" OSB SHEATHING <br />CORNER BARS <br />TYPICAL MASONRY WINDOW <br />AT CORNER STEP <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAILS <br />3 <br />4 =1'-0' <br />5 <br />SCALE: 3/4"=1'-0 <br />SCALE: 1 1Y2 <br />SCALE: 3/4" - V-0" <br />PROVIDE 3" DIA. HOLE IN <br />( LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />I <br />SINGLE #5 CORNER <br />a <br />o <br />BAR, 3Ox30 TURNED UP <br />STEEL REINF. OF <br />I <br />pHEF II / <br />OR TURNED DOWN INTO <br />FILLED CELL BOND. BEAM <br />II II IIII / <br />8x8 CMU PIER <br />W/SINGLE OR DOUBLE REINF. SARIS), <br />PROVIDE #5 BAR <br />SEE PLAN. <br />I) / <br />AT EACH SIDE <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 />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 A <br />m <br />u <br />3 <br />a ­ <br />MR. a LOT <br />ABBOTT PARK <br />LOT #12 <br />BLK #14 <br />PHASE #4C <br />PROJECT�j► <br />04181.04C-12141 <br />MODEL: <br />4EAB <br />1672- ARIA" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />ROLAPD A ABOUCHACRA <br />AR NO 93723 <br />DATM 02/07/22 <br />SCALE: 1/4"=1'-0" <br />aiIEET <br />S2.1A <br />