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#5 CORNER BAR WI 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 />CORNER <br />REINFORCING OF BOND BEAM <br />1 SCALE: 3l4'=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"XB' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING * 8" <br />OFHEIGHT <br />F\ REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />aG 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'k16'5. m <br />SHOULD <br />RSSE OF BOND BEAM IS ISOMETED AND A LINTEL PLACED. THE SM COINCIDE WITH A LINTEL THE OT EL TTOM BOND BEAM <br />COURSE <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />/ TOP OF THE LINTEL. <br />�p 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />�s. BX16 OBL. BOND TOP OF <br />/ Q�E BEAM W/ (1)#5 BAR BOND BEAM <br />•\O B EACH COURSE <br />G 8x8 BOND BEAM TOP OF <br />• �G�� W/ (1) #5 BAR BONO BEAM <br />f F = FILLED W/ GROUT <br />I .�\�•p U = UNFILLED GROUT SOLID FROM TOP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2NO BOND BEAM IF FILLED LINTEL. <br />BEAM COURSE <br />SEE NOTE 5 <br />6— 1 T/ 1 M/ B 8X8 PRECAST CONCRETE <br />NOMINAL —�� LENGTH OFIBAR WIDTH OF MASONRY <br />Q HEIGHT # OF #5'S, TOP <br />$ OPENING-2" <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />THAT XFXX- 1T/iMroB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8X8 PRECAST CONCRETE SCALE: 314"=V-0" <br />AND %RO - 1T OMAB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX- 1T/1M/09 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX - 1T/OMMB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2X4 (MIN 2 X 3)1-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />1l4") 8" FROM EACH END AND <br />18' O.C. MAX. MIN 1-1/4- <br />EMBEDMENT <br />- <br />2 ITAPCON <br />PRE -CAST "3 1� <br />OR DRIVE P (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />'T 8"MIN EMBEDMENT 1 114 <br />- SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-114" <br />m <br />EMBEDMENT <br />2.8 (MIN 2 X 3) 2-3116 <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 IAA MIN. 2-12d PER BILK. EA. END <br />VCMUWAUL <br />EMBEDMENT <br />SHEATHING <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 <br />ARCHWAY FRAMING DETAILS <br />SCALE: 1 1n"=1'-0" <br />5 <br />r <br />SINGLE #5 CORNER <br />BAR, 30X30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BONG. BEAM <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />r SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 327W <br />PH: 407-774b078 <br />FAX: 407-7744078 <br />www.abdeslgngroupcom <br />I, AA #: OD03325 <br />ti <br />Y <br />gg <br />F <br />O <br />aD <br />S <br />SUHDIV. de I.oT <br />ABBOTT PARK <br />LOT #12 <br />BLK #7 <br />PROJECT# <br />04181.000-12071 <br />HoDEI. <br />4EBB <br />"1828-CALI" <br />GARAGE SW MG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DATE: <br />06/09/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S2.1A <br />