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44 <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP.&&" <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 <br />Y PLACE STEEL HEIGHT. <br />J c>r REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST �#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k16' b <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 30" LAP FOR EACH / 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 i#5 <br />COURSE OF BOND BEAM TOP OF THE LINTEL. I- I, <br />n tea. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. fi�F 1441 N. RONALD REAGAN BLVD. <br />VERTICAL REBAR W/ itl' HOOK 6p� LONGWOOD, FL 32750 <br />F5 Bx18 DBL BOND TOP OF PH: 407-7748078 <br />S 0 BEAM W/(1)#S BAR BOND BEAM <br />• MOtt` EACH COURSE www.abdesigngroup.com <br />4077lgng�78 <br />' 8x8 BOND BEAM Qp OF <br />yea W/ (1) #5 BAR BOND BEAM AA #: 0003325 <br />TVP�Ai pp�v F = FILLED W/ GROUT 1y' <br />=UNFILLED GROUT SOLID FROM T P <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, R E BOND BEAM, IF FILLED LINTEL } <br />BEAM COURSE <br />#5 BAR IN BOND BEAM SEE NOTE 5 <br />g �Qr 16-1T/1 M/ B 6N EL (1)#5CBARR�'E <br />NOMINA� <br />LENGTH OF SAR = WIDTH OF MASONRY <br />HEIGHT #OF iK'S, TOP OPENING-1. <br />IT IS THIS ENGINEER'S INTENT BEAM DESIGNATION <br />CORNER BONDBEAMCOURSE OR <br />THAT XFXX- 1TA MIOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE <br />REINFORCING OF BOND BEAM G SCALE: 3/4"=1'-0 <br />1 AND XFXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (0) REFER <br />SCALE: 3/4"=1'-0'• IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX- 1T/1M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX- iT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM 2.4 (MIN 2 X 3)1-3/16 <br />AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN <br />WINDOW SHANK SIZE.145 MIN HEAD <br />SIZE.300 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM 1/4") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />1 <br />A <br />#5 BAR BENT <br />AS SHOWN ffsI <br />2x6 (MIN 2 X 3) 2-3116 TAPCON <br />PRE -CAST OR DRIVE PIN (MIN SHANK <br />WINDOW SIZE.145 MIN HEAD SIZE.300 <br />SILL MIN EMBEDMENT 1OPE <br />v FROM EACH END AND 16' <br />>a 2S O.C. MAX. MIN 1-114" <br />EMBEDMENT N <br />2xB (MIN 2X 3)2J/16 W <br />OPEN FACE SHELLko <br />TAPCON OR DRIVE PIN (MIN <br />AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD <br />BAR TO ALLOW <br />PLACED IN SIZE .300 MIN EMBEDMENT 1 <br />UPPER AND LOWER 2X4 SOLID BLOCKING <br />1/4") 8" FROM EACH END AND SECURE 70 SHEATHING W/ <br />BOND BEAM .EDIN 18" O.C. MAX. MIN 1-1/4" <br />EACH CELL HOOKED IN EMBEDMENT MIN, 2-12d PER BLK. EA. END <br />TOP BOND BEAM W/ <br />STANDARD ACI HOOK TYPICAL MASONRY WINDOW 7/16'OSB SHEATHING <br />SILL CONSTRUCTION OMU WALL <br />CORNER BARS ARCHWAY FRAMING DETAILS <br />AT CORNER STEP 5 SCALE: 3/4"- V-0" <br />\ J SCALE: 3/4"=,'lY' of <br />— <br />I <br />d. <br />e <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO <br />STEEL REINF. OF <br />s. <br />FILLED CELL <br />BOND. BEAM <br />' <br />Ea <br />PROVIDE #5 BAR <br />STEE R INF OF <br />AT EACH SIDE <br />ABHOT'�� <br />PARK <br />LOT #12 <br />BLK 9 <br />PROJECT01 <br />04181.000-12091 <br />000MIA <br />4EHB <br />"2605—HAYDEN" <br />GARAGE 19MMO: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 E <br />WHERE: _ <br />c6 = END DISTANCE <br />%= SPACING BETWEEN ADJACENT FASTENERS <br />IN A ROW <br />s = SPACING BETWEEN ROWS OF FASTENERS <br />ad = EDGE DISTANCE <br />JU 1 202 <br />L E OF ELEVATION <br />BOND. BEAM CHANGE 'MUST HAVE 2 OR MORE LONGITUDINAL <br />CHANGE IN ROWS OF NAILS <br />ELEVATION OF BOND BEAM o DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />SCALE: 3/4"=1'-0" O SCALE: N.T.S. <br />PRINT DAMN: 06/14/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S2AA <br />WOMISI Nt1N <br />WISStWActttB <br />d6 =2" MIN, 2 }" MAX <br />s.=2}'MI N, 9"MAX <br />W <br />&=1}'MIN, 2 J'MAX <br />ea = j' MIN, 2 J' MAX <br />d, =2" MIN, 2 }" MAX <br />s.=2}'MIN, 91MAX <br />W� <br />s =1 }" MIN, 2 �' MAX <br />ed =" MIN, 2 Ji" MAX <br />C6 =2' MIN, 2 *'MAX. <br />sd = 2 t MIN, 9" MAX <br />Wa <br />4=1}'MIN, 2}'MAX' <br />ed = t MIN, 2 }" MAX <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 />