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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BONG BEAM <br />VERTICALTHE <br />VERTICAL RE8AR W/ 10" HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=V-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP, 89c8" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM i#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />F?' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />\,\ PLACE STEEL HEIGHT. <br />�OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 <br />��\•F' TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. V"x16- <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />OJT COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />/ REINFOROF CING BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE i#5 <br />/ b: O 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x16 DBL. 8 <br />/ ,\�•V'��F�� OND TOP OF <br />BEAM W/ (B #5 BAR BOND BEAM <br />• \Q EACH COURSE <br />G 8x8 BOND BEAM TOP OF <br />• ��0�\� W/(1)#5 BAR .ti; SON O BEAM <br />WD/GROUT GROUT SOLID FROM TOP <br />I .\Y\O U = UNFILLED <br />.p1\� NOMINAL LINTEL TO TOP O BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM <br />BEAM COURSE <br />SEE NOTE 5 <br />16-1 T/ 1 �/c 8x8 PRE -CAST CONCRETE <br />HEIGNOMHT TOP LENGTH OFIBAR=WIDTH OF MASONRY <br />g OPENING - 2" <br />BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x6 PRE -CAST CONCRETE <br />THAT XFX(-1T/1 M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER <br />AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP <br />OF OPENING <br />PRECAST HEADER(MIN) <br />DBL. BOND BEAM <br />AT HIGHER ELEVATION <br />20 (MIN 2 X 3)13/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />DBL. BOND BEAM <br />SIZE .300 MIN EMBEDMENT 1 <br />AT LOWER ELEVATION <br />WINDOW <br />1/4") 8" FROM EACH END AND <br />MIN 1-1/4" <br />#5 BAR BENT <br />AS SHOWN <br />EMBEDMENT <br />PRECAST +3 114" <br />WINDOW <br />2x6 (MIN 2 X 3) 2.3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE .3DO <br />MIN EMBEDMENT i 114") 8" <br />7p, ,LjD" <br />SILL <br />FROM EACH END AND 18" <br />a SLOPE <br />O.C. MAX. MIN 1-1/4" <br />4 <br />_ <br />m <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3116 <br />OPEN FACE SHELL SO <br />TAPCON OR DRIVE PIN (MIN <br />AS TO ALLOW BENT <br />ALLOW <br />SHANK SIZE.145 MIN HEAD <br />BAR TO PLACED IN <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLI. BLOCKING <br />UPPER AND LOWER tk5 MIN. REQUIRED IN <br />BOND BEAM <br />114.)8.FROM EACH END AND SECURE TO SHEATHING W/ <br />EACH CELL HOOKED IN <br />16" O.C, MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />STANDARD ACI HOOK <br />7/16" OSB SHEATHING <br />CORNER BARS <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />CORNER STEP STEP <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAIL <br />-T <br />3 <br />4 <br />G <br />`� <br />SCALE: 3/4"=1'-0 <br />SCALE:117'=1'-0" <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 />( ( <br />s I <br />r = <br />SINGLE #5 CORNER <br />A ( <br />BAR, 30x30 TURNED UP <br />TURNEDDOWN INTO STEEL REINF. OF <br />FILLED BOND. BEAM <br />ILEDCELL <br />II I II <br />I U <br />- <br />II <br />II <br />- <br />II <br />8x8 CMU PIER <br />W/ SINGLE OR DOUBLE REINF. 8AR(S), <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />SEE PLAN. <br />II / <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 />_ <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />34"=1'-0 <br />6 SCALE:00 <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesipgroup.com <br />L AA #: 0003325 <br />14 <br />a <br />333 <br />4n <br />o <br />SuBDIV. A# LrOT: <br />SILVERADO <br />LOT 15 <br />BLK 18 <br />PROJECT# <br />04128.002 15181 <br />HODELt <br />4EAB <br />"1672- ARIA" <br />GARAGE STING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 WPH EXP. B <br />DaWT .1 <br />A Z: 03/04/20 <br />SCALE: 1/4"=V-0" <br />SLiEET <br />S2.1A <br />