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NOTES TO THE INSPECTOR/CONTRACTOR TYR 81k6' m ,#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />�t <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGPLACE <br />#5 CORNER BAR W/ LAP FOR EACH <br />M <br />COURSE OF BOND BEAM <br />VERTICAL REBAR N IC" HOOK <br />STEEL HEIGHT. <br />REINFORCING (1.2) 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 05 BAR IN EACH COURSE. TYR Bki6" b <br />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 />/ REINFORCING FOR THE BOTTOM BONO BEAM IS TO BE CONTINUOUS THROUGH THE 1 ' <br />/ TOP OF THE LINTEL. <br />/ �g MO 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />8X16 DBL. BOND TOP OF <br />BEAM W/(1)#S BAR BOND BEAM <br />EACH COURSE <br />• <br />8X8 BOND BEAM <br />30'TVPICAL <br />• W/(1)#5 BAR <br />1 FO F=FILLED N GROUT 'O''U =UNFILLED GROUT SOLID FROMT P <br />NOMINAL LINTEL TO TOP OF BONDOF OPENING <br />#5 BAR IN BOND BEAM8XS <br />WIDTH ((��# OF #5'S, IN 2ND BOND BEAM,FILLED LINTEL. <br />BEAM COURSE SEE NOTE 5 <br />PRE -CAST CONCRETE <br />IC <br />V <br />NOMINAL�LINTEL W/(1)ASBAR(L2)MASONRY <br />LENGTH OF BAR = WIDTH OCORNER <br />HEIGHT # OF #5'S, TOP QPE"'NG-2'BEAM DESIGNATION <br />ITISTHISENGINEER'S INTEM BOND BEAM COURSE ORREINFORCING <br />OF BOND BEAM <br />3/4'"=1'-d' <br />THAT XFO-,T/1M/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM BX8 PRE -CAST CONCRETESCALE:34"=1'-tl' <br />ANDXFXX-iTAMNB IND CATES A SINGLE BONG BEAM PLACED IN LINTEL LINTEL, NO STEEL (Ll) REIT IS THIS ENGINEER'S INTENTSCALE: <br />TO PLAN FOR LOCATIONS <br />AND XUXX-1TnM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX - 1TIOM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />AT HIGHER ELEVATION <br />2X4 (MIN 2 X 3)13/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/41) 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-114' <br />_ <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />2X6 (MIN 2 X 3) 2-3116 TAPCON <br />PRE -CAST ,a� <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .3DO <br />SILL <br />MIN EMBEDMENT 1 1/4") 8" <br />- SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />218 (MIN 2 X 3)2-3116 <br />OR 0 PIN IN <br />OPEN FACE SHELL SO <br />51 MIN HEADVE <br />SHANKK S ZE.1CON <br />AS TO ALLOW BENT <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />1/4" 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />UPPER AND LOWER #,5 MIN. REQUIRED IN <br />BOND BEAM EACH CELL HOOKED IN <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END <br />EMBEDMENT <br />TOP BOND BEAM WI <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />C/MUWALSHEATHING <br />CORNER BARS <br />3 AT CORNER STEP <br />SCALE: 3/4"=1'-tl' <br />SILL CONSTRUCTION SCALE: , 1YY'= <br />4 1'-0" <br />ARCHWAY FRAMING DETAIL <br />rJ <br />J scALE:34"=1'-a' <br />PROVIDE 3" DIA HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />I <br />> I <br />SINGLE #5 CORNER <br />n O <br />3OX30 TURNED Up <br />ORT TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />8x8 CMU PIER <br />I I / W/ SINGLE OR DOUBLE REINF. BAR(S), <br />SEE PLAN. <br />ENSURE THAT PIER GROUTS BENEATH <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />LINTEL. <br />Aol <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-tl' <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />v SCALE: 3l4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.com <br />L AA #: 0003325 <br />oilrlpaa <br />a0 <br />4 <br />ounDiv. ea I.OT <br />ABBOTT PARK <br />LOT #27 <br />BLK. #9 <br />PROJECT# <br />04181.000-270 1 <br />MODEU <br />3EEB <br />"2260—ELSTON" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH C <br />