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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL RESAR W/ 10" HOOK <br />TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 SCALE: 3/4"=1'-0' <br />NOTES TO THE INSPECTOR/CONTRACTOR TYR 6'x6' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c <br />�V PLACE STEEL HEIGHT. <br />NpF��N REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />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'xl6' <br />pJO / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM ` <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />/ TOP OF THE LINTEL. <br />/ A ���EO 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />P0' FE BDBL. BOND TOP <br />� BEAM W/ (1) 05 BAR BOND BEAM <br />�`O<P EACH COURSE <br />• <br />• QON�' W8(1)#5 BAR BOND TOP <br />.y BONDBEAM <br />FO F=FILLED W/GROUT <br />I ��p4Np U = UNFILLED GROUT SOLID FROM TOP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />BEAM COURSE SEE NOTE 5 <br />°M�00 16-1 T/1 �/c B B8 PRE -CAST NTEL W/(1)#S5 BBARR�;E <br />HOEIHT L FO# #5'S, TOP � LENGTH OF BAR =WIDTH OF MASONRY <br />BOND BEAM COURSE OPENING 7' BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT OR <br />THAT XFXX-iT/iMNB INDICATES A DOUBLE BOND BEAM #0.#SS, BOTTOM Bx8 PRE -CAST CONCRETE SCALE: 3/4"=l'-0" <br />AND XFXX-11"M/B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX- ITMMroB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP <br />LINTEL OF OPENING <br />AND XUXX-1TA)M/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2X 3)1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <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 />. 3 1d4" <br />PRE -CAST d <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4") 8" <br />SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-114' <br />EMBEDMENT <br />2.8 (MIN2 X3)2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />2X4 SOLID BLOCKING <br />1/4") 8" FROM EACH END AND <br />SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-114" <br />MIN. 2-12d PER BILK EA. END <br />EMBEDMENT <br />7/16' OSB SHEATHING <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />Y <br />ARCHWAY <br />FRAMING DETAILS <br />SCALE: 1 1/2"=1' 0" <br />J <br />5 <br />SCALE: 3/4" • 1'-0" <br />SINGLE >fs CORNER <br />r <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO <br />STEEL REINF. OF <br />FILLED CELL <br />BOND. BEAM <br />PROVIDE #5 BAR <br />JUN <br />AT EACH SIDE <br />STEEL REINF. OF <br />OF ELEVATION <br />BOND.BEAM <br />CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4"=1'-0" <br />go <br />li N. RONALD REAGAN Bl <br />LONGWOOD, FL32750 <br />PH: 407.774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />Cy <br />� <br />yGQ�7 <br />i <br />Q <br />a <br />N <br />W <br />0 <br />SUDDIV. Se LOT <br />ABBOTT PARK <br />LOT #29 <br />BLK #7 <br />PROJECT* <br />04181.000-29071 <br />MODELA <br />4EBB <br />"1828—CALI" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH E . C <br />1(292 <br />D 06/15/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S2.1A <br />