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• <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR Wf 10" HOCK <br />. r <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />&RKEI!NNFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. gA8" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 15 <br />Y 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. B" <br />PLACE STEEL HE ACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e <br />REINFORCING (1.2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />�G AS DEPICTED HEREIN. STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 15 <br />\,V�' TWO COURSES ARE BOND BEAMS WITH A 5 BAR IN EACH COURSE. TYP. 8"x16" �p <br />E 5, SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM SOND BEAM <br />OJ / EAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL <br />REINFORCCOURSE CING ORBOND BTHE BOTTOM BONG BEAM S TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. 15 <br />/ pvAS 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. = <br />� I 6 DBL. BON TOP OF <br />BOND BEAM <br />•\O EACH COURSE <br />G 8x8 BOND BEAM TOP OF <br />BEEAM W/ (1) 5 BARJENING <br />• ���G�\� W/(1)5 BAR .1i; BOND BEAM <br />F =FILLED W/GROUT <br />"(\\� U = UNFILLED GROUT SOLID FROM TOP <br />.pL\� NOMINAL LINTEL TO TOP OF BOND OF O <br />WIDTH # OF #5'S, IN E BONG BEAM <br />BEAM COURSE <br />�16-1 T/1 � BNTEREW AS#SOBARR(L4)E <br />��0 HEIGHTS # OF 5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY <br />0 OPENING - 2" <br />BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />IT IS THIS ENGINEER'SINTENT #OF 5'S, BOTTOM Bx8 PRE -CAST CONCRETE SCALE:34"=1'0 <br />THAT XFXX-1T/1 M/OB INOICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER <br />AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1-3/16 <br />SINGLE BOND BEAM <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SIZE.145 MIN <br />WINDOW <br />SIZE .300 MIN EMBEDMSHANK <br />ENT 1 <br />SINGLE BOND BEAM <br />1/4") 8' FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />#5 BAR ENT <br />AS SHOWN <br />3 <br />2x6 (MIN 2 X 3) 2-3N 6 TAPCON <br />." iW, <br />PRE -CAST a <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT i 1f4") 8" <br />b SLOPE <br />FROM EACH END AND 18" <br />1-0/4" <br />MBE <br />EMBEDMENT <br />4 <br />2x8 (MIN 2 X 3) 23/16 <br />PIN <br />OPEN FACE SHELL SO <br />SHANK SICZE.i1451 MEN E(ADN <br />2X4 SOLID BLOCKING <br />BAR TOBE PLACED IN <br />11/4") V' ROM EACH END AND SECURE TO W/ <br />17116* <br />UPPER LOWER #5 MIN. REQUIRED IN <br />18"EM O.C. MAX. MIN 1-1/4° R BILK. A. <br />MIN. 2-12d PER BILK. EA. END <br />VCMUWALL <br />BONG BEAM <br />EA <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE: 1 1/2"=1'4' <br />G <br />J scALE:31a"=r-o" <br />3 <br />SCALE: 3l4"=1'-0" <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT, <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />> I <br />I <br />SINGLE 5 CORNER I <br />BAR, 3Ox30 TURNED UP <br />9 <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />0 <br />II I II / <br />8x8 CMU PIER <br />PROVIDE 5 BAR <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN. <br />I 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 />LINTEL, MULTIPLE OPENINGS <br />(DISILNGLE <br />SCALE: 3/4"=1'-0' <br />d N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.e6daalgn{rou p.com <br />AA #: 0003325 <br />�q <br />S <br />BUBDM Ae LOT: <br />ABBOTT <br />PARK <br />LOT #42 <br />BLK #9 <br />PROJECT* <br />04181.000-42093 <br />MODEIt <br />3EEB <br />"2260-ELSTON" <br />GARAGE Br►IA7G: <br />LEFT <br />PAGE: <br />DETAILS <br />60 MPH EXP. <br />DATE". 11/20/19 <br />BCALE 1/4"=1'-0" <br />sHzZT <br />s2.1A <br />