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#5 CORNER BAR W! 30"LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 <br />SCALE: 3/4''=1'-0 <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP Bsdr' -�gzm <br />ro <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL <br />-eF4 3. PLACE MASONRY UNITS A3 REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />PLACE STEEL HEIGHT. <br />QF 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` <br />\. TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k18" �l <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />/ / 1#6 <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 18' DEEP. ' 8 <br />8xl8 DSL. BOND TOP OF <br />ELOUR E BAR BOND BEAM <br />EACH COURSE <br />P OF <br />8x8 BOND BEAM BEAM <br /># OQEa\ W/(1)#5 BAR .y: BOND <br />1 QF F = FILLED W/GROUT <br />I\ .�� U = UNFILLED GROUT SOLID FROM <br />�A\O NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM <br />BEAM COURSE SEE NOTE <br />\� o E-CAST CONCRETE <br />�16-1T/1�B LINTELW/(1)#MS R") <br />Fos' NOMINAL LENGTH OF BAR=WIDTH OF MASONRY <br />5. Q� HEIGHT # OF #5'S TOP OPENING-2' <br />BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT #OF #VS. BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1'-0' <br />THAT XFXX-IT11MIOB INDICATESA DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(Ll) REFER <br />AND XFXX- 1T/OM/OB INDICATES A SINGLE BONDBEAM TO PLAN FOR LOCATIONS T <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 1-3116 <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, <br />SINGLE BOND BEAM <br />114") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18'. O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOVIN <br />.� 3 <br />2x8 (MIN 2 X 3) 2J/16 TAPCON <br />PRE-CAST.a 19' <br />OR DRIVE PIN (MIN SHPJJK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL zMIN <br />EMBEDMENT 11/4 <br />'a SLOPE <br />FROM EACH END AND 18" <br />1-1/4" <br />EMBED ENTN <br />�i <br />2xB (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 />SIZE .300 MIN EMBEDMENT 1 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />1/4" S- FROM EACH END AND ECURE TO SHEATHING <br />/7TYPICAL <br />AND LOWER #5 MIN. REQUIRED IN <br />NUPPER <br />MAX. MIN 1-1/4"IN. 2-12d PER BLK EA. ENO <br />L/2X4 <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EM18"O.C. <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />SHEATHING <br />STANDARD ACI HOOK <br />MASONRY WINDOW/MUDSB <br />SILL CONSTRUCTION <br />CORNER BARS <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />J SCALE:34"=i'-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 I <br />p" <br />BAR, 30x3O TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />e <br />II I II <br />II I�II <br />8x8 CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <br />SEE PLAN. <br />/ <br />AT EACH 310E <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 />6 <br />SCALE: <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abd*sWWoupm <br />AA #: 0003325 - <br />BIIIIII <br />anm� <br />WII <br />OUNDIV. a# LAT: <br />SILVERADO <br />LOT #52 <br />BLK #6 <br />PllOZ=T# <br />4 2 . —52 1 <br />MODSIe <br />4ENB <br />"1751- NEUVILLE" <br />GARAGN SWUM <br />LEFT <br />PAGL': <br />DETAILS <br />50 MPH EXP. <br />