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NOTES TO THE INSPECTOR/CONTRACTOR TYP.&,I''• <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 it <br />PLACE STEEL HEIGHT. <br />#5 CORNER BAR W/ �" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 1O' H OOK <br />REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />�NG<N AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8k16' m <br />p� 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 />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE IRIS <br />/ TOP OF THE LINTEL. <br />/ a M`�aQ� 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18' DEEP. <br />/ P¢,S' h BOB DBL. BOND TOP OF <br />4 6 BEAM W/ (1) #5 BAR BOND BEA <br />/ EACH COURSE <br />• <br />8X8 BOND BEAM TOP OF <br />30" TYPICAL <br />#5 BAR IN BOND BEAM8z8 <br />• p��N�Np F=FILLED W/GROUT W/(1)#5 BAR •y: BOND BEAM o <br />tNO U =UNFILLED GROUT SOLID FROM OP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH F #5'S, IN 2ND BOND BEAM,IFLLED LINTEL. <br />BEAM COURSE SEE NOTE 5 <br />�C*o <br />PRE -CAST CONCRETENOMINAL-�16- 1 <br />LINTEL W/F8 BARDT <br />CORNER <br />LENGTH OF BAR = WIDTH OF MASONRY <br />0 HEIGHT BONDMC OPENING-z' BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR <br />REINFORCING OF BOND BEAM <br />1 SCALE: 3/4"=1'-fY' <br />THAT XFXX-1T/1MIOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1'( <br />AND XFXX • 1T OMOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX-lT/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS 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 <br />AT HIGHER ELEVATION <br />2x4 (MIN 2 X 3) 1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/4") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18' O.C. MAX. MIN 1-114' <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />2z6 (MIN 2 X 3) 2-3/18 TAPCON <br />PRE -CAST 'a 144" <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD 6IZE.3OD <br />SILL <br />MIN EMBEDMENT 1 1/4') 8' <br />v SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />�0' '�'� <br />M <br />EMBEDMENT <br />� <br />2z8 (MIN 2 X 3) 2J/i6 <br />TAPCON OR VE PIN N <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/w. 8" FROM EACH END AND <br />1 SECURE TO SHEATHING W/ <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />BOND BEAM <br />EACH CELL HOOKED IN <br />18' O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END <br />EMBEDMENT <br />TOP BOND BEAM WI <br />STANDARD ACI HOOK <br />MASONRY WINDOW <br />7119'TYPICAL <br />CMU WALL HEATHING <br />CORNER BARS <br />3 AT CORNER STEP <br />SILL CONSTRUCTION <br />C ARCHWAY FRAMING DETAIL <br />SCALE: 34" 1'4O' <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />I <br />ISINGLE <br />#5 CORNER <br />Q�gF II I / <br />BAR, 3Ox30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />II I IIII / <br />8x8 CMU PIER <br />I / WI SINGLE OR DOUBLE REINF. SARIS), <br />SEE PLAN. <br />ENSURE THAT PIER GROUTS BENEATH <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />LINTEL <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-D' <br />6 SINGLE LINTEL, MULTIPLE OPENINGS <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32760 <br />PH: 407-774,6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />1 <br />h <br />ZFW <br />8L78DM de LAT <br />ABBOTT PARK <br />LOT #17 <br />BLK. #11 <br />PROJECT# <br />04181.000-17111 <br />HODELa <br />3EEB <br />"2260-ELSTON" <br />GARAGE 9VWG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH E . C <br />