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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK -- <br />3O'TVPICAL <br />#5 BAR IN BOND BEAM — <br />CORNER <br />1 REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'1T' <br />OPEN FACE SHELL SO <br />AS TO ALLOW BENT <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 />05 BAR BENT <br />AS SHOWN <br />Q. 16 <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 />�aOtN <br />PLACE STEEL <br />REINFORCING (1-2) <br />AS DEPICTED HEREIN. <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. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP, <br />T F=FILLED W/GROUT <br />r'' U=UNFILLED <br />NOMINAL ///���#OF #5'S, IN 2ND BOND <br />WIDTH / BEAM COURSE <br />°�NEa 16_1T/1 M/OB <br />P�EfEP NOMINAL—�� <br />$ HEIGHT # OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX-1TIlM,D8 INDICATES A DOUBLE BONDBEAM Z.OF#5'S, BOTTOM <br />AND XFXX- 1TMVM INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX-1T/l M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE-CAST.3114" <br />4. <br />WINDOW C' <br />SILL Z <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />�— SCALE: 1 1/2"=1'-0' <br />SINGLE #5 CORNER 1 <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGEIN <br />7 ELEVATION OF BOND BEAM <br />SCALE: 3/4"=1'-0" <br />TYP. <br />BOND BEAM 'II� <br />1#5 <br />TYP. B'k18' b <br />BOND BEAM <br />8xl6 OBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />TOP Of <br />W/(1) #5 BAR <br />.,` BOND BEAM <br />Ao <br />GROUT SOLID FROM <br />ooTOP <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 (1-2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />QPE"'NG-2' <br />BEAM DESIGNATION <br />OR <br />n <br />Sx8 PRE -CAST CONCRETE <br />L SCALE: 3/4"=V-0' <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS <br />PRECAST HEADER(MIN) <br />2X4 (MIN 2 X 3) 1-3/16 <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) 2-3/16 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 1S' <br />O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />2x8 (MIN 2 X3)2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />2X4 SOLID BLOCKING <br />114") 8" FROM EACH END AND <br />SECURE TO SHEATHING W/ <br />18" D.C. MAX. MIN 1-114" <br />MIN, 2-12d PER BLK. EA. END <br />EMBEDMENT <br />7118' OSB SHEATHING <br />CMU WALL <br />5 ARCHWAY FRAMING DETAILS <br />SCALE: 34" = V-0" <br />WDODSECII011 <br />FASTENERVACNO <br />d. =2" MIN, 2 }" MAX <br />a.=2 t"MIN, 9"MAX <br />A =1 k' MIN, 2I" MAX <br />on = a' MIN, 2 }'MAX <br />d,=2"MIN, 21 MAX <br />s. = 2 }' MIN, 9" MAX <br />12i2* <br />ar =1 }J'MIN, 21' MAX <br />}'MIN, 2i".MAX <br />4 =2" MIN, 2 }" MAX <br />(2)2X9 <br />4=1}'MIN, 2II'MAX <br />}'MIN, 2JJ'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 q' OF <br />THE THICKNESS OF THE OUTERMOST <br />LAMINATION <br />WHERE: <br />c6 = END DISTANCE <br />% = SPACING BETWEEN ADJACENT FASTENERS <br />IN A ROW <br />4 = SPACING BETWEEN ROWS OF FASTENERS <br />as = EDGE DISTANCE <br />DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />$ SCALE: N.T.S. <br />alp <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />g <br />y <br />O <br />E <br />a <br />N <br />SVHDIV. Ac LOT, <br />ABBOTT PARK <br />LOT #19 <br />BLK #12 <br />PHASE #4C <br />PROJECT# <br />04181.04C-19121 <br />atOaELo <br />4EHB <br />"2605—HAYDEN" <br />GARAGE SWWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />ROLAND A.ABOUCHACRA <br />AR No 93723 , <br />PRINT <br />DATE: 02/08/22 <br />BC#.ZX: 1/4"=V-0" <br />79FIEET <br />S2.1A <br />