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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />Psg t�N�� by <br />� pPE <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=T-0" <br />��OSNpF <br />J <br />PLACE STEEL <br />REINFORCING (1-2)AS DEPICTED HEREIN. <br />MAN. <br />l Wo <br />e <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) #5 BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED $O 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 16' DEEP. <br />pp� r F = FILLED W/ GROUT <br />/ U =UNFILLED <br />IOMINAL / VIDTH # OF#5'S, IN 2ND BOND <br />BEAM COURSE <br />NOMINAL <br />HEIGHT # OF #5'S, TOP � <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX-1T/1MMB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM <br />AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX - tT/lM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX-1T,OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST •31F4' <br />WINDOW <br />SILL Z <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />Y <br />SCALE: 1 1Y2"=1b" <br />B6' BOND <br />BOND BEAM <br />1#5 <br />TYP. 6k16' b <br />BONOBEAM <br />8xl6 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 />'.y. BOND BEAM <br />GROUT SOLID FROM <br />TOP <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />OPENING-7 <br />BEAM DESIGNATION <br />OR <br />n _ <br />O <br />8x8 PRE -CAST CONCRETE <br />G SCALE: 3l4"=1'-0" <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS <br />PRECAST HEADER(MIN) <br />2x4 (MIN2 X3)1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE.300 MIN EMBEDMENT 1 <br />1/4") B" FROM EACH END AND <br />18" O.C. MAX, MIN 1-1/4" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2J/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4") W <br />FROM EACH END AND 16' <br />O.C. MAX. MIN 1-114' <br />EMBEDMENT <br />2x8 (MIN 2X3)2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />114") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END <br />EMBEDMENT <br />DEB SHEATHING <br />WALL <br />5ARCHWAY FRAMING DETAILS <br />SCALE: 3/4" - V-0" <br />i <br />SINGLE 05 CORNER <br />BAR, 30X30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PRO <br />STEEL REINF. VIDE #5 BAR <br />AT EACH SIDE <br />OF OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />r SCALE: 3/4"=i'-0" <br />d N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />M <br />d <br />aLTHDIV. & LOT <br />ABBOTT PARK <br />LOT #1 <br />BLK #12 <br />PHASE 4C <br />PROJECT* <br />04181.04C-01121 <br />MODEIu <br />4EBB <br />"1828-CALI" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />R10/26/21LE: 1/4"=V-0"ET2.1A <br />