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#SCORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 1W HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />1 REINFORCING OF BOND BEAM <br />SCALE: 3/4"=V-0" <br />OPEN FACE SHELL SO <br />AS TO ALLOW SENT <br />BAR TO BE PLACED IN <br />UPPER AND LOWER <br />BOND BEAM <br />-#5 MIN. REQUIRED IN <br />EACH CELL HOOKED IN <br />TOP BOND BEAM W/ <br />STANDARD ACI HOOK <br />CORNER BARS <br />3 AT CORNER STEP <br />PROVIDE Y DIA HOLE IN <br />LINTEL SO THAT VERT, <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />�G�NOF <br />O � / <br />PLACE STEEL <br />REINFORCING (1-2) <br />AS DEPICTED HEREIN, <br />F = FILLED W/ GROUT <br />U = UNFILLED <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />2, IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />HEIGHT. <br />4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <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 <br />TOP OF THE LINTEL. <br />6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />` WIDTH BEAM <br />NJ 2ND BOND <br />BEAM COURSE <br />y��ao ��16-1T/j <br />/ B <br />HEIGHTL�' <br /># OF #SS, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX -1T/1 MOB INDICATES ADOUBLE BOND BEAM # OF #5'S, BOTTOM <br />AND XFXX- 1T10Ml08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX-1TAM,OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX- iT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW — r <br />PRE -CAST <br />WINDOW <br />SILL Z <br />'a SLOPE <br />BETYR <br />BON <br />BOND BEAM <br />�1 r <br />1#5 <br />TYR UN16" <br />jp <br />BOND BEAM <br />d <br />tA5 <br />8xl6 DBL BOND TOP OF <br />BEAM N (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />TOP OF <br />N(1)#5 BAR <br />.y BOND BEAM <br />GROUT SOLID FROM <br />TOP <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />OPENING-2' <br />BEAM DESIGNATION <br />OR <br />r� <br />Bub PRE -CAST CONCRETE <br />G SCALE: 3l4"=1'1P' <br />LINTEL, NO STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS <br />rno . <br />TYPICAL MASONRY WINDOW <br />�1 SILL CONSTRUCTION <br />T SCALE: 1 1/2'=1'-0" <br />SINGLE <br />I OAR URETURNED UP <br />1 D DOWN INTO <br />STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />-E REINF. SARIS), AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />:ROUTS BENEATH BOND. BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-0" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2X 3)13/16 — <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2.3116 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1W) S' <br />FROM EACH END AND 16' <br />O.C. MAX. MIN 1-114' <br />EMBEDMENT <br />2X8 (MIN 2X3)2-W16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />1M") 8" FROM EACH END AND <br />18' O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2X4 SOLID BLOCKING — <br />SECURE TO SHEATHING W/ <br />MIN. 2.12d PER BLK. EA. END <br />OSB SHEATHING <br />WALL <br />5 ARCHWAY FRAMING DETAIL <br />SCALE: <br />WDODSEOTAYI <br />FAS1Bi VAM <br />d. =2" MIN, 2 }" MAX <br />=2}'MIN, 9"MAX <br />a-1}"MIN, 2}"MAX <br />ed =}" MIN, 2 }" MAX <br />d. =1 MIN, 2 <br />e.=2t MIN, 9"MAX <br />w2d <br />%=1}'MIN, 2}"MAX <br />ea =}" MIN, 2}" MAX <br />d. =2" MIN, 2 }" MAX <br />e. = 2 t' MIN, 9" MAX <br />�w <br />s, =1 }"MIN, 2 }" MAX <br />ee = }" MIN, 2 J' MAX <br />'MUST HAVE 2 OR MORE LONGITUDINAL <br />ROWS OF NAILS <br />NOTE: <br />• ADJACENT NAILS ARE DRIVEN FROM <br />OPPOSITE SIDES OF THE COLUMN <br />• ALL NAILS PENETRATE ALL <br />LAMINATIONS AND AT LEAST 1 }" OF <br />THE THICKNESS OF THE OUTERMOST <br />LAMINATION <br />WHERE: <br />d. = ENO DISTANCE <br />% e SPACING BETWEEN ADJACENT FASTENERS <br />IN A ROW <br />s = SPACING BETWEEN ROWS OF FASTENERS <br />ea = EDGE DISTANCE <br />8 DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />SCALE: N.T.S. <br />J.44i N. RONALD REAGAN BI <br />LONGWOOD,FL32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />ww W.abdealgngroup.com <br />L AA #: 0003325 <br />i <br />y <br />04 <br />1 <br />1. <br />q <br />wG <br />Is: <br />11L73DIV. AO LOT: <br />ABBOTT PARK <br />LOT #21 <br />BLK. #11 <br />PROJECT# <br />04181.000-21111 <br />MODE1. <br />2554—E301 <br />"DARWIN" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 XM ENP <br />PRINT DATE: 05 24 21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S2.1A <br />