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NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP. B"xB" 1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL 3. PLAC HE GATE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />�OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />r\G� 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. TYP. 8'kd Ip <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ LAP FOR EACH <br />pJ� COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />1#5 <br />COURSE OF BOND BEAM <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />a <br />/ 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. ,� <br />VERTICAL REBAR W/ 10' HOOK <br />PO FE 806 DEL. BOND TOP OF <br />% QP� BEAM W/ (1) #5 BAR BOND BEAM <br />\Q�� EACH COURSE <br />• \\ip 8x8 BOND BEAM TOP OF <br />• pQE� W/(1)#S BAR .`: BONOBEAM <br />30" TYPICAL <br />F = FILLED W/ GROUT <br />I .\Y\p� U =UNFILLED GROUT SOLID FROM TO <br />�1\Q NOMINAL LINTEL TO TOP OF BOND OF OPENING <br /># OF #5'S, IN 2ND BOND <br />WIDTH BEAM, IF FILLED LINTEL. <br />#5 BAR IN BOND BEAM <br />BEAM COURSE SEE NOTE 5 <br />A\�EQ 16-1 T/1 BxB PRE -CAST CONCRETE <br />NOMINAL—�� LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR WIDTH OF MASONRY <br />P� HEIGHT # OF #5'S, TOP DPE"'NG-2" <br />CORNER <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION <br />THAT XFX%- iT/iMOB INDICATES DOUBLE BOND BEAM #OF #5'S, BOTTOM 8x6 PRE CAST CONCRETE SCALE: 3/4"=1'1Y' <br />REINFORCING OF BOND BEAM <br />1 <br />AND XFXX- lTNM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER <br />IT IS THIS ENGINEER'S INTENT <br />SCALE: 3/4"=1'-0, <br />TO PLAN FOR LOCATIONS TOP <br />AND XUXX -1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX-1T/OMIOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)13/16 <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 />1S, O.C. MAX. MIN 1-114' <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />- <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />-.3 1"' <br />PRE -CAST 4 <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 i/4") 8" <br />SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />O <br />EMBEDMENT <br />b <br />_ <br />2X8 (MIN 2X3)23/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELLq <br />SHANK SIZE.145 MIN HEAD <br />AS TO ALLOW BE <br />SIZE .300 MIN EMBEDMENT 1 BLOCKING <br />BAR TO BE PLACE <br />) SHEATHING W/ <br />1/4" 8" FROM EACH END AND?7/16'OSB <br />UPPER AND LOWE5 <br />18' O.C. MAX. MIN 1-1/4" ER BLK. EA. END <br />MIN. REQUIRED IN <br />BOND BEAM <br />EMBEDMENT <br />EACH CELL HOOKED IN <br />TOP BOND BEAM W/ <br />HEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />CORNER BARS <br />,1 <br />4 <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE 11/T=1'-0' <br />C <br />J <br />3 <br />scALE 3/a' =r-a' <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />� I <br />ISINGLE <br />#5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />EF <br />FILLED CELL BOND. BEAM <br />I <br />LI <br />I) <br />I�8x8 <br />CMU PIER <br />PROVIDE #5 BAR <br />W/SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN, <br />/ <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 />6 SINGLE LINTEL, MULTIPLE OPENINGS <br />SCALE: 3!4"=1' 0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO,FL32760 <br />PH: 4074748078 <br />FAX- 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />III DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE.04 <br />TAMPA, FLORIDA 33634 <br />Q813886-2628 <br />813886-2802 <br />avBDIV. ag M74 <br />SILVERADO <br />LOT #4 <br />BLK #16 <br />PROJECT* <br />03719,001-04161 <br />I DEL. <br />2795-CAMDEN" <br />GARAGE 8WWG: <br />LEFT <br />PAGE: <br />DETAILS <br />15 PH FAB <br />