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NOTES TO THE INSPECTOR/CONTRACTOR <br />#5 CORNER BAR W/ 3W LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <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 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 />#5 BAR BENT <br />AS SHOWN <br />4 <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 />SCALE: 3/4"=1'-0' <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <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 />F=FILLED W/ GROUT <br />U = UNFILLED <br />T 1/ f)DMINAL <br />H ,OF#5'S, IN 2ND BOND <br />EAM COURSE <br />16-1 <br />T/1 �/C'B <br />F� <br />ppE NOMINAL-�� <br />e HEIGHT #OF#5'S, <br />TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM <br />COURSE <br />THAT XFXX-1T/1 M/08INDICATESADOUBLE SONDBEAM <br />#OF WE, BOTTOM <br />AND XFXX- 1T/DMA8 INDICATES A SINGLE BOND BEAM <br />PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX-1T/1 M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE -CAST +31M" <br />WINDOW A' <br />SILL Z <br />i <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />SCALE: 1 1/2"=1'-0" <br />SINGLE #5 CORNER 1 <br />BAR, 3Ox3O TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND, BEAM <br />PROVIDE #5 BAR <br />STEEL REINF. OF AT EACH SIDE <br />OF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />1 SCALE: 3/4"=1'-0' <br />BONG BEAM <br />y 8 y <br />TYP. 6"xl6" <br />BOND BEAM <br />8x16 DEL 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 BARJOF <br />BOND BEAM <br />GROUT SOLID FROMTOP <br />LINTEL TO TOP OF BOOF <br />OPENING <br />BEAM, IF FILLED LINT <br />SEE NOTE 5 <br />8x8 PRE -CAST CONCR <br />LINTEL W/ (1) #5 BAR ( <br />LENGTH OF BAR = WI <br />MASONRY <br />ORE"'NG-2' <br />BEAM DESIGNATION <br />OR <br />n8x8 <br />PRE -CAST CONCRLINTEL, <br />W/O STEEL (LTO <br />PLAN FOR LOCATITl1P <br />. <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 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 />16" 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 1 114") 8" <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />Zx8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />114") 6" FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER ELK. EA. END <br />EMBEDMENT <br />OSS SHEATHING <br />WALL <br />5ARCHWAY FRAMING DETAILS <br />WOOD SECIg11 <br />FASIBEA BFA011LB <br />d, =2" MIN, 2 }" MAX <br />5=2 t'MIN, 9"MAX <br />w� <br />&=I}, MIN, 2}"MAX <br />ed = }" MIN, 2 }" MAX <br />d. =2" MIN, 2 }'MAX <br />S=2}"MIN, 9"MAX <br />Q2 <br />4=1}'MIN, 2}"MAX <br />ea=}"MIN, 2}"MAX <br />d, =Z' MIN, 2 }' MAX <br />S = 2 t MIN, 9" MAX <br />5 =1 }"MIN, 2 }" MAX <br />ea=}" 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 PENETRATE ALL <br />LAMINATIONS AND AT LEAST 1 }'OF <br />THE THICKNESS OF THE OUTERMOST <br />LAMINATION <br />WHERE: <br />d• = END DISTANCE <br />%= SPACING BETWEEN ADJACENT FASTENERS <br />IN A ROW <br />4 = SPACING BETWEEN ROWS OF FASTENERS <br />n = EDGE DISTANCE <br />DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />8 SCALE: N.T.S. <br />OCI <br />,1 Ni RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-0078 <br />www.abdesigngrou p.eom <br />AA #: 0003325 <br />V <br />a <br />o <br />G <br />pg� <br />11QS�� <br />h <br />SVHDIV. d0 L/OT: <br />ABBOTT PARK <br />LOT #4 <br />BLK #12 <br />PHASE #4C <br />PROJECT* <br />04181.04C-04121 <br />MODELr <br />4EHB <br />"2605—HAYDEN" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />