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NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"16" - <br />1. PLACE LINTEL ACROSS TOP OF OPENING. m 1#5 <br />BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE 95 BAR IN LINTEL. <br />\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8 <br />PLACE STEEL HEIGHT. <br />�\) <br />�O 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. TYR 8'X16" <br />�QP\ 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 <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />/ REINFO <br />OFT LING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1'#`' <br />/ A 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />VERTICAL REB*HOOK <br />�,\ �'�Q <br />8x16 DBL. BOND TOP OF <br />P,05- FAG <br />QP� BEAM W/ (1) #5 BAR BONDBEAM <br />/ EACH COURSE <br />• r\O 8x8BOND BEAM TOP OF <br />• W/ IS SAR .• BOND BEAM <br />�OQE� <br />F - FILLED W/ GROUT <br />'(�`O U = UNFILLED GROUT SOLID FROM TOP <br />.l1\Q NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH 13 OF #5'S, IN BOND BEAM <br />#5 B <br />E <br />BEAM COURSE SEE NOTE 5 <br />A \��GQ 6-1 T/1 M/ B LINTEL /(1)#5CAST OAR(L2) MASONRY <br />P�gF�P NOMINAL LINTEL W/ F #5 BAR WIDTH <br />LENGTH OF BAR =WIDTH OF <br />CORNER <br />QP HEIGHT # OF #5'S, TOP <br />8 OPENING-2" BEAM DESIGNATION <br />BOND BEAM COURSE OR n <br />REINFORCING OF BOND BEAM <br />IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE G SCALE: 3/4"=1'-0" <br />THAT XFXX -1T/i M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/OSTEEL(L1)REFER <br />SCALE: 3/4"=1'-0" <br />AND XFXX-1T/0M/0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2z4 (MIN 2 X 3)13/16 <br />SINGLE BOND BEAM <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1Al 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />2x6 (MIN 2 X 3) 23/16 TAPCON <br />PRE -CAST "e 114" <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE.300 <br />SILL <br />MIN EMBEDMENT 1 1/4-) 8" <br />a SLOPE <br />FROM EACH END AND 18" <br />70" <br />O.C.1-1/4" <br />2'6 <br />m <br />B DN <br />EMBEDMENT <br />R <br />2x8 (MIN 2 X 3) 2-306 <br />TAPCON OR DRIVEIN <br />OPEN FACE SHELL SO <br />SHANK ZE.1MIN HEAD <br />AS TO ALLOW BENT <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />114.FROM EACH END AND <br />h SECURE TO SHEATHING W/ <br />/7/19'OSB <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BILK.. EA. END <br />VCMU <br />SOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />SHEATHING <br />STANDARD AC[ HOOK <br />TYPICAL MASONRY WINDOW <br />WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />%� ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE:,,/2•=,'-0'• <br />SCALE: 3/4"=1'-0" <br />( <br />PROVIDE 3" DIA. HOLE IN <br />i LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />> I <br />— <br />I <br />SINGLE A5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />0 <br />II I II / <br />II/ <br />II <br />8z8 CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />SEE PLAN. <br />I / <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4"=1'-0" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />� SCALE: 3/4"el'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />F <br />N <br />i7 <br />b <br />a <br />C) <br />h <br />O <br />F <br />O <br />LL <br />J <br />r UBDrv. & LOT: <br />SILVERADO <br />LOT #4 <br />BLK #12 <br />PROJECT# <br />04128.001-04121 <br />MODEI- <br />4EHB <br />"2605—HAYDEN" <br />GARAGE SVrING: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />DATE., 08/16/18 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s�.1A <br />