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#5 CORNER BAR W/30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 101' HOOK <br />05 BAR IN BOND BEAM <br />CORNER <br />D REINFORCING OF BOND BEAM <br />SCALE: 3/4"=l'-0" <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />PO��FE� <br />aQ <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING, <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 />HEIGHT. <br />4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 05 BAR CONTINUOUS AROUND <br />STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN le'DEEP. <br />I / OF v F = FILLED W/ GROUT <br />qk\ U=UNFILLED <br />\O NOMINAL #OF#5'S, IN 2ND BONG <br />WIDTH <br />BEAM COURSE <br />s� �o 16-1T/1B <br />HEIGIHAk <br /># OF 05'S, TOP <br />�/c <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX -1 T/1 RUB INDICATES A DOUBLE BOND BEAM <br /># OF #5'S, BOTTOM <br />AHD XFXX-1T/OMAB INDICATES A SINGLE BOND BEAM <br />PLACED IN LINTEL <br />IT IS THIS ENGINEERS INTENT <br />AND XUXX - iTH MNB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX-1TNM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST • 31/4" <br />WINDOW L" <br />SILL Z <br />2 <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 <br />TYR BOND E <br />BOND BEAM <br />ao �1#5 <br />.-iill�r <br />#_= <br />1#5 <br />TYR 6k16" <br />jp <br />BONDBEAM <br />Bx16 DBL BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8X8 BOND BEAM <br />TOP OF <br />W/ (1) #5 BAR <br />BOND BEAM <br />GROUT SOLID FROM <br />T P <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />6x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />OPENING -2" <br />BEAM DESIGNATION <br />OR <br />'Z <br />8x8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (1-1) REFER <br />TO PLAN FOR LOCATIONS <br />Tn . <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE. 145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE, 145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1W) 8" <br />FROM EACH END AND 19' <br />O.C. MAX. MIN 1-114' <br />EMBEDMENT <br />2x8 (MIN 2 X 3)23/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE. 145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-14' MIN. 2-12d PER BLK. EA END <br />EMBEDMENT <br />DEB SHEATHING <br />WALL <br />5 <br />ARCHWAY FRAMING DETAILS <br />.SCALE: 3/4" - 1'-0" <br />1 - <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL N I BOND. BEAM <br />PROVIDE #5 BAR } <br />STEEL REINF. OF AT EACH SIDE I <br />OF ELEVATION <br />SOND.BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-0" <br />11 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-W78 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />€ <br />y$ <br />g7 <br />Q <br />C <br />OUBDiV as IAT <br />ABBOTT PARK <br />LOT #24 <br />BLK. #11 <br />PROJECT* <br />04181.000-24112 <br />MODMIA <br />4EBB <br />"1828-CALI" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />L160 MPH E)XWP.,Ci <br />