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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR Wl 10" HOOK <br />30" TYPICAL <br />#5 OAR IN BOND BEAM <br />CORNER <br />1 REINFORCING OF BOND BEAM <br />SCALE: 3/4'=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYR .-711 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e <br />V\ PLACE STEEL HEIGHT. <br />�OF REINFORCING (1-2) 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"x16"5. SHOULD THE fp <br />p` DOUBLE COU SE OF B D BEAM IS OMITTED AND A LINTEL 5 PLINTEL LACED. THE SBOND BEAM <br />STEEL <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />/ G TOP OF THE LINTEL. <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. x 8 <br />/ OND TOP OF <br />115 RBEAM W/ (I6 DBL. B #5 BAR BOND BEAM <br />\p� 8 EACH COURSE <br />• G 8x8 BOND BEAM TOP OF <br />• ��G�\\� W/(1)#5 BAR .` BOND BEAM <br />F =FILLED W/ GROUT <br />I .\t\p� U =UNFILLED GROUT SOLID FROM TOP <br />.j5\p 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 />A\a �Gp 16-1 T/ 1 B PRE CAST CONCRETE <br />5 (�P LINTEL W/ (1) #5 BAR (1-2) <br />EF NOMINAL —�� LENGTH OF BAR WIDTH OF MASONRY <br />Qp- HEIGHT # OF #5'S, TOP <br />$ OPENING-2" <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE QR BEAM DESIGNATION <br />THAT XFXX - 1T/1MI0B INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRECAST CONCRETE SCALE: 3/4"=,'-0' <br />ANDXFXx- 1TAIMMS INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L7) REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP <br />AND XUXX-1T//M108 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX-1T/OM10B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2.4(MIN 2X 3)1-3116 <br />TAPCON R 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 />2x P <br />PRECAST 'a <br />OR DRIVE <br />DRIVE P (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 114") 8" <br />SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-114" <br />m <br />EMBEDMENT <br />2x8 (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 1-1/4" MIN. 2-12d PER BLK. EA. END <br />VCMUWALL <br />EMBEDMENT <br />HEATHING <br />7/16"TYPICAL <br />MASONRY WINDOW <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAILS <br />SCALE: 314" = 1'-0" <br />r <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 />T SCALE: 3/4"=1'-0" <br />1 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774.4078 <br />W W W.Bbd¢Slgng1D11P.COR1 <br />AA #: 0003325 <br />C <br />I� <br />IJ <br />i <br />a <br />NMI <br />aysD:v. ae LOT <br />ABBOTT PARK <br />LOT #5 <br />BLK #11 <br />PROJECT* <br />04181.000-05111 <br />MODEMA <br />4EBB <br />"1828-CALI" <br />GARAGE SIFMO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />