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NOTES TO THE INSPECTOR/CONTRACTOR TYP 81k6" <br />1' <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 />PLACE STEEL <br />,hY HEIGHT. <br />REINFORCING (1-2)4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. <br />�a0�0f <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. TYP. 81" m <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />/ 1#5 <br />TOP OF HIEGINOEL?HE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />/ a 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />VERTICAL REBAR W/ 101' HOOK <br />/ 9 tea. <br />P8_ 4 8x16 DBL. BOND TOP OF <br />T S BEAM W/(1)#5 BAR BOND BEAM <br />/ ,N�Ot� EACH COURSE <br />• <br />8x8 BOND BEAM 7 OF <br />•N�� W/(1)#5 BAR BOND BEAM <br />•� <br />3V TYPICAL <br />�\pS�pF F = FIWILLEDLLED W1 GROUT <br />T P U WILLED GROUT SOLID FROM <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />OF BOND <br />IN IN E BEAM, IF FILLED LINTEL. <br />WIDTH <br />BEAM COURSE <br />#5 BAR IN BOND BEAM <br />SEE NOTE 5 <br />A lN�N� 16-1T/1 M/ B 8x8 PRE -CAST CONCRETE <br />PSSgPE� NOMINAL�� LINTEL W/ (1) #5 BAR (L2) <br />e LENGTH OF BAR = WIDTH OF MASONRY <br />CORNER <br />HEIGHT #OF#5'S,TOP OPENING-2' BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR <br />REINFORCING <br />THAT XFXX-1T/1 MIOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM SxB PRE -CAST CONCRETE SCALE: 3/4"=1'-0 <br />OF BOND BEAM <br />1 <br />ANDXFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1)REFER <br />IT IS THIS ENGINEER'S INTENT <br />SCALE: 3/4"=1'-0" <br />AND XUXX- 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP <br />LINTEL OF OPENING <br />AND XUXX - 1 T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) U16 <br />SINGLE BOND BEAM <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE.300 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />114") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />2.6 (MIN 2 X 3) 2-3116 TAPCON <br />PRE -CAST I •a 1M <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4") 8" <br />SLOPE <br />FROM EACH END AND 16' <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />§ <br />2x8 (MIN 2 X 3) 2J/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN HEAD <br />AS TO ALLOW BENT <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />1/4") W FROM EACH END AND SECURE TO SHEATHING W/ <br />/7116'OSB <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-1/4' MIN. 212d PER BLK. EA. END <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMUWALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALEII/2 =1'-0 <br />5 SCALE 3/4"=1'-0 <br />3 <br />SCALE: 3/4"=1'-0" <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />ISINGLE <br />#5 CORNER <br />BAR, 3Ox30 TURNED UP <br />a <br />O I <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />II I II / <br />II <br />8x8 CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />SEE PLAN. <br />II / <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4"=1'-0" <br />6 SINGLE LINTEL, MULTIPLE OPENINGS <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BL <br />LONG WOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-774-4078 <br />www.a bdeBigngroup.00m <br />L AA #: 0003325 <br />all <br />A <br />mush) as Loll <br />ABBOTT PARK <br />LOT #26 <br />BLK. #12 <br />PRAJSCT <br />04181.006-26121 <br />MODZ14 <br />3EEB <br />"2260-ELSTONf1 <br />GARAGE B'W Ma: <br />RIGHT <br />PAGE: <br />DETAILS <br />16 iPH 1 } C <br />