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NOTES TO THE INSPECTOR/CONTRACTOR TYP.Bx6' 1 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL 3. HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />�NOF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. <br />r\G STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8"x16' `0 <br />#5 CORNER BAR W/ 30' LAP FOR EACH <br />�pP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />OJ COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />COURSE OF BOND BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />/ TOP OF THE L. <br />A° \\�- 6.. N0 COMPOSE IITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />/ <br />VERTICAL REBAR W/ 16' HOOK <br />O <br />/ �5 p�fv0 8x16 DEL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />g <br />EACH COURSE <br />•\O <br />O 8x8 BOND BEAM TOP OF <br />• W/(1)#5 BAR .�: SONDBEAM <br />30 TYPICAL <br />pOpE�\N <br />1 F FILLED W/ GROUT <br />I\ �\AO U =UNFILLED GROUT SOLID FROM TOP <br />.p1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH #OF IN BOND BEAM, IF FILLED LINTEL <br />#5 BAR IN BOND BEAM <br />BEAM COURSE <br />CO E <br />SEE NOTE 5 <br />16-1 T/1 8x8 PRE -CAST CONCRETE <br />b• (gyp- LINTEL W/(1)#S BAR (L2) <br />pg gp NOMINAL-�� <br />� LENGTH OF BAR =WIDTH OF MASONRY <br />7#0F#TS,BOTTOM <br />CORNER <br />p� HEIGHT <br />6 # OF #5'S, TOP OPENING - Z' <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />THAT XFXX-1TnM,0BINDICATES ADOUBLEBONDBEAM 8x8 PRE -CAST CONCRETE SCALE:34=1'-0 <br />��REINFORCING OF BOND BEAM <br />, <br />AND XFXX- iT/OMMB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />SCALE: 3/4"=1'-0" <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP <br />AND XUXX-1T/1 MIOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX-1TMM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1-3/16 <br />SINGLE BOND BEAM <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE 145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/4") 6' FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-114" <br />_ <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />2x6 (MIN 2 X 3) 23/16 TAPCON <br />PRE -CAST 3 <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 114")8" <br />- <br />SLOPE <br />FROM EACH END AND 16' <br />10a G" <br />n <br />O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />0 <br />_ <br />2.8 (MIN 2X 3)23/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN HEAD <br />AS TO ALLOW BENT <br />SIZE.300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />1/4" 6' FROM EACH END AND SECURE TO SHEATHING W/ <br />UPPER AND LOWER <br />#5 MIN. REQUIRED <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END <br />VCMIWALL <br />BOND BEAM <br />EACH CELL HOOKEDD IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7/16' OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />CORNER BARS <br />'"r <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE: 1 1/2"=1'-0" <br />5 SCALE: 3l4"=1'-D' <br />3 <br />SCALE: 3/4"=1'-0' <br />v <br />PROVIDE Y DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />� I <br />SINGLE #5 CORNER <br />BAR, 36x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />8x8 CMUPIER <br />PROVIDE BAR <br />W/ SINGING OR DOUBLE REINF. SARIS), <br />SEE PLAN. <br />I <br />AT EACH SIDE <br />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: 3/4"=l'-U <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />V SCALE: 3/4"=1'-0" <br />�A RC N IT EC Tf <br />6 <br />Ggn <br />rousi Ln <br />L"I N. RONALD REAGAN ED <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />d <br />Z <br />b <br />a <br />V <br />h <br />Q <br />NIII- <br />1111.3 <br />StMDIV. de LOT: <br />SILVERADO <br />LOT #22 <br />BLK #14 <br />PROJECT* <br />03719.001-22141 <br />MODEL <br />"2045-LMTANA" <br />GARAGE 31rMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH <br />PRINT <br />03/02/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s22.1A <br />