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NOTES TO THE INSPECTOR/CONTRACTOR TYP. 89c8" i#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <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 <br />PLACE STEEL HEIGHT. <br />�0F REINFORCING L2 <br />( ) ORCING 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) iR5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#�` <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR ""16'5. �D <br />BAR W/ 30" FOR EACH <br />p`I�� COU SELOF BOND BEAMD THE DOUBLE BIS OMITOND TED AND A LINTEL 5 PLACED. THE STECOINCIDE WITH A LINTEL THE EOM BOND BEAM <br />#5 CORNER LAP <br />COURSE OF BOND BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1 <br />TOP OF THE LINTEL. <br />/ 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. 8 I' <br />VERTICAL REBAR W/ 10' HOOK <br />TOP OF <br />p05' FER Bx16 DBL. BOND <br />b pFt� BEAM W/ (1) #5 BAR BOND BEAM <br />/ EACH COURSE <br />•\O�� <br />p Bx8 BOND BEAM TOP OF <br />• BONOBEAM <br />W/(1)#5 BARI—,, <br />30" TYPICAL <br />�OQ��\� <br />I F =FILLED W/GROUT <br />I\ .�\�O 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 />#5 BAR IN BOND BEAM <br />BEAM COURSE <br />� SEE NOTE 5 <br />A\a AGO 16-1 T/1 <br />BxB PRE -CAST CONCRNOMINAL— <br />LINTEL W/ (1) #5 BAR (HEIGHT <br />LENGTH OF BAR = WIMASONRY <br />7/OFB <br /># OF #5'S, TOP <br />ORE"'NG-2"BEAM <br />CORNER <br />DESIGNATION <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE ORREINFORCING <br />THAT XFXX-1TIlMI08 INDICATES A DOUBLE BONDBEAM #SS, BOTTOM 8x8 PRE -CAST CONCSCALE: 3/4"=l'-0" <br />OF BOND BEAM <br />1 <br />ANDXFXX-1T,9M/OB INDICATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LITISTHIS <br />ENGINEER'S INTENT TO PLAN FOR LOCATI <br />AND XUXX- lTll M,DB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX-1T/OMMB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 1-3/16 <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 />18" O.C. MAX. MIN 1-1/4" <br />_ <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />3 <br />2x6 (MIN 2 X 3) 23116 TAPCON <br />., 1", <br />PRE -CAST <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE. 145 MIN HEAD SIZE.300 <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 />0 <br />EMBEDMENT <br />0 <br />_ <br />2x8 (MIN 2X3)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 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 />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END <br />V/2X4SOLID <br />BOND BEAM EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7/16" DEB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />U SCALE:I IMZ'=1'-0" <br />SCALE: 3/4"=1'-0" <br />3 <br />SCALE: 3/4"=1'-0' <br />V <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />ISINGLE <br />#5 CORNER <br />BAR, 30x3O TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLEO CELL BOND. BEAM <br />Bx8 CMU PIER <br />� <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF, SAR(S), <br />AT EACH SIDE <br />SEE PLAN. <br />II / <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 />7 <br />SCALE: 3/4"=1'-0" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />V SCALE: 3/4"=1'-0" <br />A R C N I T! C T S <br />GroupOLL C. <br />"I N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />W ww.abdeslgngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886-2628 <br />FAX: 813-886-2802 <br />PRINT 07/09 21 <br />DATE: <br />SCALE: 1/4"=1'-O" <br />SHEET <br />S2.1A <br />