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NOTES TO THE INSPECTOR/CONTRACTOR <br />TVp.B"x8" 1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REWIRED PLACE 05 BAR IN LINTEL. bi <br />\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REWIRED BEARING <br />\,\\ PLACE STEEL HEIGHT. <br />REINFORCING (12) 4. THE LAST COURSE WILL BE A BOND BEAM WITH #5 BAR CONTINUOUS AROUND <br />,\�OF (1) <br />G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 105 <br />TWO COURSES ARE BOND BEAMS WITH A #6 BAR IN EACH COURSE. TYR. 8"x16' <br />�p <br />S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />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 <br />/ TOP OF THE LINTEL. <br />THE LINTEL. <br />VERTICAL REBAR W/ HOOK <br />/ �\ P�Q e. LINO MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. 8 <br />10" <br />ps+bq� <br />OND TOP OF <br />DBL. 8 #5 BAR BOND BEAM <br />BEAM W/ <br />(8.16 <br />El jH <br />\Q�\ EACH COURSE <br />8x8 BCND BEAM TOP OF <br />'\V\O <br />W/(1)05 BAR .•�. BOND BE <br />30" TYPICAL <br />OQ� F. FILLEDW/GROUT <br />.\\A U. UNFILLED GROUT SOLID FROM TOP <br />\O NOMINAL LINTEL TO TOP OF BOND OF OPENING <br /># OF #5'S, IN 2ND BOND <br />WIDTH BEAM <br />BEAM COURSE <br />#6 BAR IN BOND BEAM <br />SEE NOTE 5 <br />A M\a EQ 6-1 T/ 1 M/0 B Bxe PRECAST CONCRETE <br />NOMINAL LINTEL W/(1)#5BAR (L2) <br />LENGTH OF BAR. WIDTH OF MASONRY <br />6 OPPENING - 2' <br />e HEIGHT #°F#BEAMC BEAM DESIGNATION <br />CORNER <br />BOND BEAM COURSE OR <br />REINFORCING OF BOND BEAM <br />IT IS THIS ENGINEER'SINTENT #OF#5'S, BOTTOM 8x8 PRECAST CONCRETE G SCALE:3/4'.V-0" <br />1 <br />THAT XFXX-iT/i M/oS NDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL. W/O STEEL (L1) REFER <br />SCALE: 3/4'-1'-0' <br />AND XFXX-1T/OMfOB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP <br />Of OPENING <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />DREAM <br />2x4 (MIN 2 X 3) l-W6 <br />AT HIGHER <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.W MIN HEAD <br />WINDOW <br />SIZE .300 MIN EM8EDMENT 1 <br />SINGLE BOND BEAM <br />11418" FROM EACH END AND <br />AT LOWER ELEVATION <br />18' O.C. MAX. MIN 1-1/4' <br />EMBEDMENT <br />05 BAR BENT <br />ASSHOWN <br />PRE -CAST _o, 1/d' <br />2x6(MIN 2 X 3) 23/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />WINDOW C <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/418' <br />`v SLOPE <br />FROM EACH END AND 18' <br />10, 2�' <br />14/4' <br />w <br />EMBEDME TN <br />c ( <br />2x8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN HEAD <br />AS TO ALLOW BENT <br />SQE .300 MIN EMBEDMENT' SOLID BLOCKING <br />BAR TO BE PLACED IN <br />/�Xl <br />11418" FROM EACH END AND SECURE TO SHEATHING W/ <br />Up <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1.1/4" MIN, 2-12d PER BLK. EA. END <br />VCMU <br />BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7/16" OSB SHEATHING <br />STANDARDACIHOOK <br />TYPICAL MASONRY WINDOW <br />WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />`/� <br />SCALE:11/2.1'-0 <br />J <br />5 SCA E.34.1-0 <br />3 <br />SCALE: 3�4".1'-0' <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />SINGLE #5 CORNER <br />A <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />a <br />II I II <br />I�8x8 <br />II <br />CMU PIER <br />PROVIDE M5 BAR <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN. <br />/ <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 />SINGLE LINTEL, MULTIPLE OPENINGS <br />v SCALE: 3�4'.1'-O' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD. FL 32750 <br />PH: 407-77443078 <br />FAX: 407-7744078 <br />www.abdesigngroup.00m <br />L AA #: 0003325 <br />m <br />0 <br />y0. <br />V <br />w <br />O <br />4 <br />a <br />�p1 <br />h <br />SUBDIV & LOT: <br />SILVERADO <br />LOT 5 <br />BLK 11 <br />PROJECT# <br />04128.001-05111 <br />MODEL' <br />4EAB <br />"1672-ARIA" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />RCANo a ABOUCQACRA <br />, AR NO 93723 <br />PRINT 08 18 18 <br />DATE: / <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S2.1A <br />