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NOTES TO THE INSPECTOR/CONTRACTOR <br />#5 CORNER BAR W/ 30' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />#5 BAR IN BOND BEAM <br />CORNER <br />1 REINFORCING OF BOND BEAM <br />SCALE: 3/4'=1'-O' <br />OPEN FACE SHELL SO <br />AS TO ALLOW BENT <br />BAR TO BE PLACED IN <br />UPPER AND LOWER <br />BOND BEAM <br />DBL. BOND BEAM <br />AT HIGHER ELEVATION <br />DBL. BOND BEAM <br />AT LOWER ELEVATION <br />#5 BAR BENT <br />AS SHOWN <br />1p, Z.fi <br />#5 MIN. REQUIRED IN <br />EACH CELL HOOKED IN <br />TOP BOND BEAM W/ <br />STANDARD ACI HOOK <br />CORNER BARS <br />AT CORNER STEP <br />3 SCALE: 3/4'=1'-0' <br />PROVIDE 3' DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />-E REINF. SARIS), <br />3ROUTS BENEATH <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />6 SCALE: 3/a'=1'-0' <br />C,G�aOF <br />PLACE STEEL <br />REINFORCING (1-2) <br />AS DEPICTED HEREIN, <br />PgSP��P <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <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 />HEIGHT. <br />4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <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. <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <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 />F = FILLED W/ GROUT <br />/ U=UNFILLED <br />IOMINAL I JIDTH �# OF #5'S, IN 2ND BOND <br />BEAM COURSE <br />NOMINAL <br />, Y• HEIGHT #OF#5'S,TOP � <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX-1T/1 MOB INDICATES A DOUBLE BOND BEAM # OF 05'S, BOTTOM <br />AND XFXX - tTMMMB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE -CAST .31M <br />WINDOW <br />SILL z <br />^SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1/2'=1'-O' <br />I- <br />SINGLE #5 CORNER <br />BAR, 3OX30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />STEEL REINF. OF AT EACH SIDEOF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGE IN <br />DDELEVATION OF BOND BEAM <br />y4=,'-D <br />BOND BEAM <br />TYP. B'xt8• I <br />BONDBEAMV115 <br />#5 <br />8x16 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />TOP OF <br />W/ (1) #5 BAR.` <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 />Bx8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (1-2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />OPENING-2' <br />BEAM DESIGNATION <br />OR <br />�f <br />8x8 PRE -CAST CONCRETE <br />G SCALE: 3/4'=1'-0• <br />LINTEL, W/O STEEL (Lt) REFER <br />TO PLAN FOR LOCATIONS <br />PRECAST HEADER(MIN) <br />20 (MIN 2 X 3) 1-3/16 <br />TAPCON OR DRIVE PINID <br />SHANK SIZE.145 MIN H <br />SIZE .300 MIN EMBEDM <br />1/4') 8' FROM EACH EN <br />18' O.C. MAX. MIN 1-1/4 <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3/16 T <br />OR DRIVE PIN (MIN SHA <br />SIZE.145 MIN HEAD SIZMIN EMBEDMENT 1 1/4'FROM EACH END AND O.C. MAX. MIN 1-1/4'EMBEDMENT <br />2X8 (MIN 2 X 3) 2-3116 <br />TAPCON OR DRIVE PINSHANK SIZE.145 MIN H <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING - <br />1/4') 8• FROM EACH END AND SECURE TO SHEATHING W/ <br />18' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA. END <br />EMBEDMENT <br />W OSS SHEATHING <br />IU WALL <br />ARCHWAY FRAMING DETAIL <br />5 SCALE: 3/4'=1'-0' <br />1441 N- RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.ebde#Igngroup.wm <br />L AA #: 0003325 <br />14 <br />a <br />O <br />G <br />m <br />a <br />�o <br />mm <br />8UNDM AB LOT: <br />SILVERADO <br />LOT #31 <br />BLK #18 <br />PROJECT/ <br />04128.002-31181 <br />MODEL <br />4EAB <br />"1672—ARIA" <br />GARAGE 8AING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />