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NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP. S'x8' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. mm <br />\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING *—Lk <br />\,\ PLACE STEEL HEIGHT. <br />OF REINFORCING (12) 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 />7p <br />\� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. WOWS. <br />SHOULD THE DOUBLE <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL S PLACED. THE STEND BEAM COINCIDE WITH A LINTEL THE EL BOND BEAM <br />P FOR EACH <br />COURSE OF OND BEAOHO.. <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. o„ <br />A \a• 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18' DEEP. <br />/ <br />VERTICAL REBAR W/ 1 <br />Q.rGO <br />Bx18 DBL. BOND TOP OF <br />PQ5' Q� <br />2 BEAM W/ (1) #5 BAR BOND BEAM <br />QPF' <br />6 EACH COURSE <br />•\��� <br />G BzB BOND BEAM TOP OF <br />• OQ�G�\� W/(1)#5 BARIBOND BEAM <br />F = FILLED W/GROUT <br />I .\\7.NO U =UNFILLED GROUT SOLID FROMTOP <br />NOMINAL LINTEL TO TOP OF BOOF OPENING <br />OF IN 2ND BOND <br />WIDTH # #5'S, BEAM, IF FILLED LINT <br />BEAM COURSE <br />#5 BAR IN BO <br />SEE NOTE 5 <br />16-1 T/1 B Bx8 PRE -CAST CONCR <br />NOMINAL�� LINTEL W/(1)#5BAR ( <br />LENGTH OF BAR=WIMASONRY <br />7#5'S, <br />QP HEIGHT #OF#5'S,TOP <br />a OPENING-2' <br />CORNER <br />IT I5 THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />REINFORCING OF BOND BEAM <br />THATXFXX-1T/1MNBIND CATES ADOUBLE BOND BEAM BOTTOM BxB PRE -CAST CONCR <br />1 <br />AND XFX)(-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LSCALE: <br />ITIS THIS ENGINEER'S INTENT <br />3/4'=1'-0' <br />TO PLAN FOR LOCATITOP <br />AND XUXX-1TAM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX- IT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) <br />SINGLE BOND BEAM <br />DRIVE P <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE, , MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/4') B' FROM EACH END AND <br />AT LOWER ELEVATION <br />18' O.C. MAX, MIN 1-1/4" <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />8 <br />2X6OR (MIN 2 X 3) TAPCON <br />,a 1ta. <br />PRE -CAST �.a Iv <br />MIN S <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL <br />SIZE.145 MIN HEAD SZE .300 <br />MIN EMBEDMENT 1 1/4') 0' <br />SLOPE <br />FROM EACH END AND 18' <br />7O° <br />N 1-114' <br />2g <br />EMBEDMENT <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') 8' FROM EACH END AND SECURE TO SHEATHING W/ <br />/7/16'OSB <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />18. O.C. MAX. MIN 1-1/4' <br />EMBEDMENT MIN.2-12d PER BIK. EA. END <br />VCMU <br />BOND BEAM EACH CELL HOOKED IN <br />TOP BOND BEAM W/ <br />SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE: <br />S SCALE:34'=1'-0' <br />3 <br />SCALE: 3/4'=1'-0' <br />\r• `may' <br />I PROVIDE 3' DIA, HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />� I <br />I I <br />I <br />SINGLE 95 CORNER i <br />BAR, 3OX30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />P�F <br />FILLED CELL BOND. BEAM <br />s <br />II I II <br />i�8z0 <br />II <br />CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN, <br />II / <br />STEEL REINF, OF OF ELEVATIOND. <br />ENSURE THAT PIER GROUTS BENEATH <br />BONBEAM CHANGE <br />LINTEL. <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7SCALE: <br />3/4 =1'-O' <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />O SCALE: 3/4'-1'-0' <br />ItCNITtCTi <br />6 <br />G soa <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesl@Woup.00m <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: 813.888.2828 <br />IIIII FAX: 81338&2802 <br />