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NOTES TO THE INSPECTOR/CONTRACTOR TYR e'xa" 1#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 />PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <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. TYR ft`16" <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BARLAP FOR EACH <br />�JE / OF OND IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />E BOTTOM 1 <br />COURSE OF BONDD BEAM <br />M <br />REINFORCINGCOURSE <br />FORT BOND BEAM IS TO BE ONT CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. o„ <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. x��t <br />VERTICAL REBAR W/ 10" HOOK <br />p,0y_6F�G OBL. BOND TOP OF <br />`L BEAM <br />•��" � Q� EAM W/ (1) #5 BAR BOND BEAM <br />\Q EACH COURSE <br />\�\G Bx8 BOND BEAM TOP OF <br />W/ (1) #5 BARIDBOND BEAM <br />30" TYPICAL <br />f� v' F = FILLED WI GROUT <br />I .\T.U = UNFILLED GROUT SOLID FROMT P <br />NOMINAL LINTEL TO TOP OF BOOF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTBEAM <br />BAR IN BOND BEAM <br />COURSE#5 NOTE 5 <br />pSEE <br />T/1 B <br />LIN ELL W/�T#6BBAR <br />_,6-1 <br />NOMINAL LENGTH OF BAR=WIMASONRY <br />HEIGHT# OF #5'S, TOPCORNER BOND BEAM COURSE OPENING-2n BEAM DESIGNATIONIT IS THIS ENGINEER'S INTENT OR <br />THAT XFXX- IT/i M/08 NDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM Bx8 PRE -CAST CONCRSCALE: 3/4"=1'-0"AND <br />REINFORCING OF BOND BEAM <br />XFXX- ITIOMro8 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LIT <br />IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATITOP <br />AND XUXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED UNTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X <br />SINGLE BOND BEAM <br />RIVE <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE. 145 MIN <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 />`r <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />PRE -CAST '4 iK" <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL <br />SIZEA45 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4") 8" <br />SLOPE <br />FROM EACH END AND 18" <br />6 <br />1-114" <br />EMBEDMENT <br />4 <br />2x8 (MIN 2 X 3) 2-Y16 <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") 8" FROM EACH END AND ECURE TO SHEATHING W/ <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-1/4" IN. 2-12d PER BLK. EA. END <br />BOND BEAM EACH CELL HOOKED IN <br />EMBEDMENT <br />L[7116"OSB <br />TOP BOND BEAM W/ <br />SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />�5� ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />3 <br />SCALE:11/2"=1'-0' <br />SCALE: 314"=1'-0" <br />SCALE: 3l4"=1'-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 />BAR, 3Ox30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />II I II <br />I U <br />II <br />I�Bx8 <br />it <br />CMU PIER <br />PROVIDE 05 BAR <br />W/ SINGLE OR DOUBLE REINF. BAR(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 />4"=,4' <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />� SCALE: 3l4"=1'-0" <br />A I C I I T I C T• <br />6 <br />Gros ,n <br />L44i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdoW g t®roup.com <br />AA #: 0003325 i <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SURE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813488-2828 <br />FAX: 813888.2802 <br />IIIIIIINII <br />>lUNDM & LOT: <br />SILVERADO <br />LOT #9 <br />BLK 13 <br />PROJECTp <br />03719.000-09131 <br />xoaar. <br />2795-B <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />