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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR VV/ 10' HOOK <br />TVPrcAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=7'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP 8'x8" N i;tl5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #6 BAR IN LINTEL <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8• �c <br />�y PLACE STEEL HEIGHT. <br />pQVN`- REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#6 BAR CONTINUOUS AROUND <br />�.ENGt� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SOTHAT THEN THE LAST 1#6 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k06' <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 />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL <br />� / a MW�6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. e <br />8x16 DBL. BOND P OF <br />BEAM W/(I1#5 BAR BOND BEAM <br />yyWO� EACH COURSE <br />• <br />• 8x8 BOND BEAM P <br />W/ (1) #5 BAR BOND BEAM <br />OFO F =FILLED W/GROUT y" <br />VW��� U = UNFILLED GROUT SOLID FROM Q <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, ININ BONG BEAM, IF FILLED LINTEL. <br />BEEAAM COURSE SEE NOTE 5 <br />G �/c <br />ita43_�16-1 T/1 B 8x8 PRE -CAST LINTEL (1) #5 BAR(2)E <br />ppE NOMINAL LENGTH OF BAR=WIDTH OF MASONRY <br />6 HEIGHT #OF #5'S, TOP OPENING-2' <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />THAT XFXX-,T/1MABINDICATES A DOUBLE BOND BEAM #OF #5'S,SOTTOM BxB PRE -CART CONCRETE BCALE:34"=1'-0 <br />ANDXFXX-,TOWOB INDICATES A SINGLE. BONDBEAM PLACED IN LINTEL LINTEL, W/O STEEL(LI) REFER <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX- iT/i MAB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS O <br />LINTEL OF OPENING <br />AND XUXX- iTAMAB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED UNTEL <br />PRECAST HEADER(MIN) <br />DBL. BOND BEAM <br />AT HIGHER ELEVATION <br />2.4 (MIN 2 X 3) 1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />DBL. BOND BEAM <br />SHANK SIZE, 145 MIN HEAD -- <br />MIN NT 1 <br />AT LOWER ELEVATION <br />WINDOW <br />1/4? 8"300 <br />FROM EACH ND AND <br />18" O.C. MAX. MIN 1-14" <br />#5 BAR BEM' <br />AS SHOWN <br />_ <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />PRE -CAST i' <br />SIZE. 145 MIN HEADSIZE.300 <br />WINDOW <br />MIN EMBEDMENT 1 114") V. <br />vp. 74 <br />SILL E <br />FROM EACH END AND 18" <br />SLOPE <br />O.C. MAX. MIN 1-1/4" <br />m <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3/16 <br />OPEN FACE SHELL SO <br />TAPCON OR DRIVE PIN (MIN <br />AS TO ALLOW BENT <br />SHANK SIZE. 145 MIN HEAD <br />BAR TO BE PLACED IN <br />SIZE MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />BOND BEAM <br />1/4..8,300 <br />" FROM <br />" FROM EACH END AND SECURE TO SHEATHING W/ <br />EACH CELL HOOKED IN <br />18" O.C. MAX. MIN MIN, 2-12d PER BLK. EA END <br />VCMU <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />STANDARD ACI HOOK <br />7/16" 098 SHEATHING <br />CORNER BARS <br />TYPICAL MASONRY WINDOW <br />WALL <br />tl AT CORNER STEP <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAILS <br />3 SCALE: 3 4"=1'-0 <br />4 SCALE: 1 1/Z'=1'-0' <br />C� <br />V SCALE: 3/4" = i'-0" <br />PROVIDE 3" DIA HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />I <br />I <br />SINGLE #5 CORNER <br />C <br />BAR, 30x30 TURNED UP <br />I ( <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />II <br />�I <br />8x8 CMU PIER <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />PROVIDE 05 BAR <br />SEE PLAN. <br />I) / <br />AT EACH SIDE <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: <br />6 SINGLE LINTEL, MULTIPLE OPENINGS <br />SCALE: 3/4"=1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.00m <br />L AA #: 0003325 <br />C <br />b <br />C <br />F <br />SLTI3DIV. AC M. <br />ABBOTT PARK <br />LOT #2 <br />BLK #12 <br />PHASE #4C <br />PROJECT# <br />418 .04C-02121 <br />MODZL: <br />4EAB <br />"1672-ARIA" <br />GAICAGE S7IIING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. <br />