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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL. REBAR W/ 1D' HOOK <br />�" T1'MCAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 <br />3l4"=1'-0'• <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP.8'k6' ,#5 <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 />PLACE STEEL HEIGHT. <br />dry REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND <br />��Gt�'• AS DEPICTED HEREIN. STRUCTURE. A DOUSE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 <br />�Y TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'ki6A' b <br />OJE 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BM <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1 <br />TOP OF THE LINTEL <br />s 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. *—°--* <br />/ /� <br />8x16 DBL. BOND TOP F <br />/ 2 S BEAM W/(1)#5 BAR BOND BE <br />�\O<H EACH COURSE <br />• <br />• , <br />W/(1);p5BAR.`; BOND BEAM <br />I ��pr''OF U = UNFILLED GROUT GROUT SOLID FRTOP <br />NOMINAL LINTEL TO TOP OOF OPENING <br />WIDTH # OF OS'S, IN 2ND BOND BEAM, IF FILLED !BEAM COURSESEE NOTE5 <br />• 8x8 BOND BEAM TREFER, <br />16-1T/1M/ BBxB PRE -CAST CE 'LINTEL W/ (1) #5 NOMIHEIGAL FO# #5'S, TOPLENGTH OF BAR OF MASONRY <br />OPENING-7'IT IS LNIS ENGINEER'S INTENT BON08AMCOURSE ORI, n BEAM DESIGNATION <br />THAT XFXX-,T/1MB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM Bx8 PRECAST CE <br />AND THIS E iTIOM/OBINDICATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEFERSCALE: <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOS <br />AND XUX%- 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX - 1TO" INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />DBL. BOND BEAM <br />AT HIGHER ELEVATION <br />2x4 (MIN 2 X 3)1-316 <br />TAPCON OR DRIVE PIN (MIN <br />DEL BOND BEAM <br />SHANK SIZE.145 MIN HEAD <br />AT LOWER ELEVATION <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-11#' <br />#5 BAR BENT <br />AS SHOWN <br />EMBEDMENT <br />�3 1{4" <br />PRE -CAST '4 <br />WINDOW <br />2x6 (MIN 2 X 3) 23/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 114') 6' <br />>p 7a <br />SILL <br />FROM EACH END AND 16' <br />- SLOPE <br />O.C. MAX. MIN 1-114' <br />4 <br />M <br />EMBEDMENT <br />OPEN FACE SHELL SO <br />2XB (MIN 2 X 3) 2-3116 <br />AS TO ALLOW BENT <br />TAPCON OR DRIVE PIN (MIN <br />BAR TO BE PLACED IN <br />SHANK SIZE.145 MIN HEAD it/ <br />NT 2X4 SOLID BLOCKING " <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />BOND BEAM <br />1X') 8" FROM ACHE DEAND RE TO SHEATHING / <br />EACH CELL HOOKED IN <br />O.C. MAX. MIN 1-1/4" <br />18" MINC2- 2d PER ELK <br />EA. END <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />LL <br />STANDARD ACI HOOK <br />7/16' OSB SHEATHING <br />CORNER BARS <br />TYPICAL MASONRY WINDOW <br />CMUWALL <br />AT CORNER STEP <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAILS <br />3 SCALE: 314"=1'-U* <br />,1 <br />4 SCALE:11/P=1'-0 <br />5 <br />SCALE:34'=1'-0 <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL $O THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />ISINGLE <br />#5 CORNER <br />n <br />BAR, 3Ox30 TURNED UP <br />I I <br />FIIL TURNED DOWN INTO STEEL REINF. OF <br />FEDCELL BOND. BEAM <br />PIER <br />Bx8 SINGLE <br />8X SINGE OR DOUBLE REINF. BAR(S), <br />PROVIDE #5 BAR <br />SEE PLAN. <br />I( / <br />STEEL REINF, OF AT EACH SIDE <br />OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4' 1'-U <br />r:1 SINGLE LINTEL, MULTIPLE OPENINGS <br />O SCALE: 3/4"=T-U' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />PH: 407-774,8078 <br />FAX:407.774.4078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />V <br />C <br />acran:v 4e w .1 <br />ABBOTT PARK <br />LOT #26 <br />BLK #9 <br />PROJW' <br />0418100- 26091 <br />WODZL: <br />4EAB <br />"1672—ARIA" <br />GARAGm OWUgG: <br />LEFT <br />PA4E: <br />DETAILS <br />160 11PH EIAC <br />