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NOTES TO THE INSPECTOR/CONTRACTOR <br />TYRrAff' 50 1#5 <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�t <br />PLACE STEEL HEIGHT, <br />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 1 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 6k06' 6a <br />BAR 30" LAP FOR EACH <br />pJF-1+Pil' 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 W/ <br />COURSE OF BOND BEAM <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />TOP OF THE LINTEL. <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. L g <br />VERTICAL REBAR W/ IC" HOOK <br />Qy9 <br />FE 8x16 DBL BOND TOP OF <br />t� <br />BEAM WI (1) #5 BAR BOND BEAM <br />,1 w EACH COURSE <br />• <br />Bx8 BOND BEAM TOP OF <br />• �d�1� W/(1)#5 BAR .y. BOND BEAM <br />3V TYPICAL <br />�pFp F =FILLED W/ GROUT <br />U =UNFILLED GROUT SOLID FROM TO <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />—BEAM <br />WIDTH #OF #5'S, IN 2ND BOND BEAM IF FILLED LINTEL. <br />COURSE <br />#5 BAR IN BOND BEAM <br />SEE NOTES <br />/J <br />yV�Npkp ST CONCRETE <br />16-1T/11B <br />LP7#5'S, <br />pQ�FE NOMINAL —ter LINELW/(1)#5BAR <br />MASONRY <br />' <br />LENGTH OF BAR - WIDTH OF <br />CORNER <br />HEIGHT #OF#5'S, TOP OPENING-Z' <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR r) BEAM DESIGNATION <br />REINFORCING OF BOND BEAM <br />THAT XFXX-1T/1 NUDB INDICATES DOUBLE BOND BEAM BOTTOM BxB PRE -CAST CONCRETE L SCALE:34"=1'-0 <br />1 <br />AND XFXX- iT/OM/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />IT] THIS ENGINEER'S INTENT <br />SCALE' 3/4 -1 -0' <br />AND XUXX-1T/1M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP <br />UNTEL OF OPENING <br />AND XUXX-1TAM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />2x4 (MIN 2 X 3)1-3116 <br />AT HIGHER ELEVATION <br />TAPCON OR DRIVE PIN (MIN <br />WINDOW <br />SHANK SIZE.145 MIN HEAD <br />SINGLE BOND BEAM <br />SIZE .300 MIN EMBEDMENT 1 <br />AT LOWER ELEVATION <br />114") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />#5 BAR BENT <br />AS SHOWN <br />PRE -CAST 'a 1!6 <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2.3116 TAPCON <br />WINDOW <br />OR DRIVE PIN (MIN SHANK <br />SILL f <br />SIZE.145 MIN HEAD SIZE .300 <br />037 <br />o SLOPE <br />MIN EMBEDMENT 1 1/4") 6' <br />FROM EACH ND ,V 16' <br />1A <br />�'+ <br />O.C. MAX. MIN <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2.3/16 <br />OPEN FACE SHELL SO <br />TAPCON OR DRIVE PIN (MIN <br />ALLW BENT <br />it <br />SHANK S EN <br />BAR O BEOPLACED IN <br />S ZE .300 MTO <br />EMBEDMENT 1 2X4 SOLID BLOCKING <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />/7116'OSB <br />BOND BEAM <br />EACH CELL HOOKED IN <br />16,O.C. MAX. MIN 1-1/4'• MIN. 2-12d PER BLK. EA. END <br />VCMUWALL <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />SHEATHING <br />ILL CONSTRUCTION <br />CORNER BARS <br />4 <br />AT CORNER STEP <br />ARCHWAY FRAMING DETAIL <br />3 <br />SCALE: 3l4"=1'1T <br />L <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />I <br />a I <br />SINGLE #5 CORNER <br />° <br />BAR, 30X30 TURNED UP <br />ORTURNED DOWN INTO STEEL REINF. OF <br />II / <br />FILLED CELL BOND. BEAM <br />p1yEF <br />II I II <br />I�II <br />II <br />8x8 CMUING PIER <br />PROVIDE #5 BAR <br />W/SINGLE OR DOUBLE REINF. BAR(S), <br />SEE PLAN. <br />/ <br />AT EACH SIDE <br />STEEL REINF. OF <br />ENSURE THAT PIER GROUTS BENEATH <br />OF ELEVATION <br />BOND. BEAM CHANGE <br />LINTEL <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />SCALE: 3/4"=1'-0' <br />6 SINGLE LINTEL, MULTIPLE OPENINGS <br />SCALE: 3/4"=1'-0" <br />d N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.BUdesigngroup.com <br />AA #: OOM325 <br />A <br />auleDiv. ae LOT: <br />ABBOTT PARK <br />LOT# 19 <br />BLK. 11 <br />PROJECT# <br />04181.000-19111 <br />MODEL: <br />3EAB <br />"1504-ALLEX" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />