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#5 CORNER BAR WI 3d' I AP FOR EArk <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 1R' HOOK <br />3D' TYPICAL <br />#5 BAR IN BOND BEAM <br />P" <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3X'=l'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />t0 <br />• Fya� <br />�O? F=FILLED W/ GROUT <br />U=UNFILLED <br />NOMINAL <br />WIDTH # OF #5'S, IN 2ND BOND <br />BEAM COURSE <br />NOMINAL��1 6_1 T/1�0/9(13 <br />e HEIGHT # OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX -1TH MMB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM <br />AND XFXX- iTAMIOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX -1T/1 MQB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />E� <br />WINDOW <br />PRE -CAST <311C <br />a <br />WINDOW z <br />SILL <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 scALE:11rr•=r-a <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 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 BE 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 />TYP. 6718" '1 <br />BOND BEAM <br />TYP. V906' <br />BOND BEAM <br />OX16 DBL BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />Sx8 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 />Bx8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />DPE"'TUG-2" <br />BEAM DESIGNATION <br />OR <br />8x8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2X3)1-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE_145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4") 6' 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 1/4') 6' <br />FROM EACH END AND 16' <br />O.C. MAX_ MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2X 3)2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1/4") 6' 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 />OSB SHEATHING <br />ARCHWAY FRAMING DETAILS <br />5 <br />SINGLE #5 CORNER <br />BAR, 3OX30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />wwwAbdesigngroup.com <br />AA #: 0003325 <br />IL <br />r <br />$A <br />W <br />O <br />i <br />BLISDIV. & LOOT: <br />ABBOTT PARK <br />LOT #8 <br />BLK #12 <br />PHASE 4C <br />PROJECT# <br />04181.04C-08121 <br />1[ODEL <br />4EBB <br />"1828-CALI" <br />GARAGE SUING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />0 20 <br />DAA E: 12/07/21 <br />BCA=: 1/4"=V-0" <br />SHEET <br />S2.1A <br />