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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 1D' HOOK-- <br />30" TYPICAL <br />#5 BAR IN BOND BEAM — <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0" <br />Ott <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />Sl;o <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />TYR SINS' <br />b 1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />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.i� <br />HEIGHT. <br />4. THE LAST COURSE WILL BE A BOND BEAM WITH 111 #5 BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />TYR 81S116' <br />b <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />BOND BEAM <br />� <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 />B. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />T I/ per" F = FILLED W/ GROUT <br />U = UNFILLED <br />NOMINAL#OF #5'S, IN 2ND BOND <br />WIDTH / BEAM COURSE <br />I & T/1 M/OB <br />9 M�PEO <br />� f NOMINAL �� <br />e pQ� HEIGHT #OF#5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX -1T/1 MJOB INDICATES A DOUBLE BOND BEAM Z., #5'S, BOTTOM <br />AND XFXX - iTIOMMS INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX-1 T/1 M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX-1 TAM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST "31A <br />WINDOW a' C <br />SILL Z <br />g <br />n SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />'4 SCALE 11/Z'=1- <br />8x16 DEL. BOND TOP OF <br />BEAM W/ (1) #5 BAR OND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />TOP OF <br />W/(1)#5BAR <br />BOND BEAM <br />GROUT SOLID FROM <br />TOP <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />8x8 PRE -CAST CONCRETE <br />LINTEL WI (1) #5 BAR (L2) <br />MASONRY <br />LENGTH OF BAR = WIDTH OF <br />OPENING-z• <br />BEAM DESIGNATION <br />OR <br />^ <br />2 <br />8x8 PRE -CAST CONCRETE <br />SCALE: 3/4"=l'-W <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS <br />rno . <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4") W FROM EACH END AND <br />16" O.C. MAX. MIN 1-1/41 <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4") 8" <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-114' <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />-4 SOLID BLOCKING <br />1/4") 8" FROM EACH END AND <br />SECURE TO SHEATHING W/ <br />19' O.C. MAX. MIN 1-1/4" <br />MIN. 2-12d PER BLK EA. END <br />EMBEDMENT <br />OSB SHEATHING <br />WALL <br />5ARCHWAY FRAMING DETAILS <br />SCALE: 3/4" = V-O" <br />j <br />SINGLE #5 CORNER ­­'l-� <br />BAR, 30x3O TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />SCALE: 34'=1'- ' <br />F <br />i44i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 J <br />A <br />4Miss <br />9SUDDIV. & LOT <br />ABBOTT PARK <br />LOT #18 BLK. #12 <br />PHASE: 4C <br />PROJECT*► <br />04181.04C-18121 <br />MODEL <br />4EBB <br />"1828-CALI" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH AXP. C <br />08 <br />DA E 2/04/22 <br />BCALE: 1/4"=1'-0" <br />silEET <br />S2.1A <br />