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#5 CORNER BAR W/ 30' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />OPEN FACE SHELL SO <br />AS TO ALLOW BENT <br />BAR TO BE PLACED IN <br />UPPER AND LOWER <br />BOND BEAM <br />30" TYFMCAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0" <br />—05 MIN. REQUIRED IN <br />EACH CELL HOOKED IN <br />TOP BOND BEAM W/ <br />STANDARD ACI HOOK <br />CORNER BARS <br />3 <br />AT CORNER STEP <br />SCALE: 3/4"=1'-0" <br />aG� <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />F = FILLED W/ GROUT <br />U = UNFILLED <br />NOTES TO THE INSPECTOR/CONTRACTOR <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 80 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 />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />2ND BOND <br />COURSE <br />BEAM COUR BEAM SE <br />B <br />16AT/17#0F <br />NOMINAL— — <br />Q� HEIGHT # OF #VS, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX- 1TH MOB INDICATES A DOUBLE BOND BEAM <br />#6S BOTTOM <br />AND XFXX- 1TAMiOB INDICATES A SINGLE BOND BEAM <br />PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX-1T/1Mi0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX - 1TAMJ0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW —11 <br />PRE-CAST'a 19 <br />WINDOW t <br />SILL Z <br />= SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />PROVIDE 3' DIA HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />'17I <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />/ FILLED CELL BOND. BEAM <br />-E REINF. SAR(S), <br />)ROUTS BENEATH <br />6 SINGLE LINTEL, MULTIPLE OPENINGS <br />SCALE: 3I4'"=1'-0' <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND.BEAM CHANCE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />TYR <br />BOND <br />BOND BEE AM <br />io � 1#5 <br />1#5 <br />TYR 8'k16' <br />`ro <br />BOND BEAM <br />•.: _ <br />Bx16 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)#S BAR <br />.i: 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 W/ (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />OPENING-2' <br />BEAM DESIGNATION <br />OR <br />�f <br />8x8 PRECAST CONCRETE <br />ESCALE: 3X'=1'-U' <br />LINTEL, NO STEEL (Li) REFER <br />TO PLAN FOR LOCATIONS <br />rro <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1-3/'I6 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .3D0 MIN EMBEDMENT 1 <br />1/4') 6' FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <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, 1/4") 8" <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-114' <br />EMBEDMENT <br />2X8 (MIN 2X 3)2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2)(4 SOLID BLOCKING — <br />1/4") 6' FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER SLK EA END <br />EMBEDMENT <br />OSB SHEATHING <br />WALL <br />ARCHWAY FRAMING DETAIL <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX- 407-7744078 <br />wwwabdesigngroup. <br />L AA #: 0003326 <br />R <br />C <br />a�a <br />Wuu <br />Z <br />• <br />� <br />• <br />' <br />M <br />QQ <br />r <br />4 <br />Viral <br />artt <br />BOA <br />N <br />4a <br />i <br />BOOR AC LOT <br />SILVERADO <br />LOT 21 <br />BLK 18 <br />PROJECT# <br />04128.002 21181 <br />MODEL• <br />4EAB <br />"1672-ARIA" <br />GARAGE 811FMC: <br />RIGHT <br />PAGE: <br />DETAILS <br />%150 MPH EXP. B <br />. •< <br />D TZ 04/06/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S2.1A <br />