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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOT( — <br />30"TYPICAL <br />#5 BAR IN BOND BEAM — <br />CORNER <br />1 REINFORCING OF BOND BEAM <br />SCALE: 3/4•=1'-0' <br />OPEN FACE SHELL SO <br />AS TO ALLOW BEM <br />BAR TO BE PLACED IN <br />UPPER AND LOWER <br />BOND BEAM <br />SINGLE BOND BEAM <br />AT HIGHER ELEVATION <br />SINGLE BOND BEAM <br />AT LOWER ELEVATION <br />#5 BAR BENT <br />AS SHOVMI <br />a TA <br />#5 MIN. REQUIRED IN <br />EACH CELL HOOKED IN <br />TOP BOND BEAM W/ <br />STANDARD ACI HOOK <br />CORNER BARS <br />AT CORNER STEP <br />3 SCALE: 3/4"=1'-0' <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />S <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING, <br />2. IF BOTTOM STEEL IS REQUIRED PLACE 05 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 />T I F=FILLED W/GROUT <br />U = UNFILLED <br />NOMINAL # OF #5'S, IN 2ND BOND <br />WIDTH BEAM COURSE <br />59 16-1 T/1 M/ B <br />pP NOMINAL—� <br />e HEIGHT # OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX- 1 T/IMMB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM <br />AND XFXX - IT,OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX -1TA M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE -CAST '•31/4" <br />WINDOW <br />SILL Z <br />i SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />SINGLE #5 CORNER 1 <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF, OF <br />FILLED CELL - BOND. BEAM <br />PRO <br />RAT EOVIDE #5 BAR <br />ACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND, BEAM CHANGE <br />CHANGE IN <br />7 ELEVATION OF BOND BEAM <br />SCALE: 3/4"=1'-0" <br />TYP. B'SE BEb �1;M5 <br />BOND AM <br />1;Y6 <br />TYP. 8'SA8" b <br />BOND BEAM <br />��#5 <br />8xl6 DBL BOND TOP OF <br />BEAM W/ (1) #6 BAR BOND BEAM <br />EACH COURSE <br />8xe BOND BEAM <br />T <br />W/(1)#5 BAR <br />.y�; BOND BEAM <br />GROUT SOLID FROM <br />T P <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />Bx8 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 />n <br />8.8 PRE -CAST CONCRETE <br />` SCALE: 3111' 1I -0' <br />LINTEL, W/O STEEL(L,) REFER <br />TO PLAN FOR LOCATIONS <br />Tn <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZEA45 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />114") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1W <br />EMBEDMENT <br />2.6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE.300 <br />MIN EMBEDMENT 1 1/4") 8" <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-114' <br />EMBEDMENT <br />2x8 (MIN 2X 3)2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT i <br />2X4 SOLI. BLOCKING <br />1/4") 8" FROM EACH END AND <br />SECURE TO SHEATHING W/ <br />1B" O.C. MAX. MIN 1-1/4" <br />MIN. 2-12d PER BLK EA END <br />EMBEDMENT <br />OSB SHEATHING <br />WALL <br />ARCHWAY FRAMING DETAILS <br />5 <br />NOOONU M <br />FABIB)®l8)MLYN <br />d6=Y'MIN, 2 'MAX <br />s, = 2 1" MIN, 8" MAX <br />Mai <br />s =1 �' MIN, 2 J' MAX <br />ed = t' MIN, 2 �' MAX <br />d, =Z' MIN, 2 J' MAX <br />s = 2 r' MIN, B" MAX <br />mad <br />s, =1 �' MIN, 2 �' MAX <br />ed = �'• MIN, 2 �" MAX <br />d• =7 MIN, 2 J' MAX <br />s, = 2 t" MIN, e" MAX <br />Q42k$ <br />s, =1 ?'MIN, 2 ?'MA)(' <br />ed = t' MIN, 2 ?'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 PENETRATEALL <br />LAMINATIONS AND AT LEAST 1 t' OF <br />THE THICKNESS OF THE OUTERMOST <br />LAMINATION <br />WHERE: <br />16 = END DISTANCE <br />s. = SPACING BETWEEN ADJACENT FASTENERS <br />INA ROW <br />—SPACING SPACING BETWEEN ROWS OF FASTENERS <br />ed = EDGE DISTANCE <br />6 DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />SCALE: N.T.S. <br />d N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />a <br />2 <br />c <br />sO <br />v <br />SgQT <br />Q <br />N <br />sxnmly at Liom <br />ABBOTT PARK <br />LOT #9 BLK #12 <br />PHASE: 4C <br />PROJECT# <br />041 .04C-0 121 <br />MODRIA <br />4EHB <br />"2605- HAYDEN" <br />OAleAoa aWnuoz <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH E . C <br />00 v <br />PaDpr <br />DATIL 12/7/21 <br />8CALE: 1/4"=1'-0" <br />exSaT <br />S2.1A <br />