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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"=l'-T <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8k8 <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 />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REWIRED BEARING J� <br />PLACE STEEL HEIGHT. <br />REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)06 BAR CONTINUOUS ROUND <br />aL,j(Y� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED 80 THAT THEN THE LAST 1#6 <br />\.� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'Al&' 7p <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH ALINTEL THE BOTTOM BOND BEAM <br />O� / 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 ,>K <br />TOP OF THE LINTEL 8„ <br />R\\L Q 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. *-- <br />Bx18 DBL BOND T f <br />Q�E BEAM W/ (1) 06 BR BOND BEAM <br />EACH COURSE <br />8x8 BOND SEAM <br />• �OQ�a\ F=FILLED W/GROUT W/(1)#5 BAR .�; BOND BEAM <br />I ,\�.O U = UNFILLED GROUT SOLID FROM P <br />\Q NOMINALD(� # OF #5'S, IN 2N0 BOND LINTEL TO TOP OF BOND OF OPENING <br />BEAM COURSE SEE NOTE 5 <br />A\� Q 16-1 T/1 M/ B 8x8 PRE -CAST CONCRETE <br />��'� NOMINAL�� LENGTH O(F BAR=WIDTH OF LINTEL W MASONRY <br />O+Qp' HEIGHT BOND <br />C OPENING-2' BEAM DESIGNATION <br />BOND BEAM COURSE OR <br />IT I6 THIS ENGINEER'S INTENT #OF#5-8, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=,'-0' <br />THAT XFXX - 1T/,M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER <br />AND XFXX - 1T/OM/OB INDICATES SINGLE BOND BEAM TO PLAN FOR LOCATIONS <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE, 145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />114") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 23/16 TAPCON <br />PRE -CAST ..4 <br />ORDRIVEPIN(MINSHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE.300 <br />SILL z <br />MIN EMBEDMENT 1 IN) 8' <br />b SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1.1/4" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHINGWV <br />18" O.C. MAX. MIN 1A/4" MIN. 2-12C PER BLK. EA END <br />vC.Uw, <br />EMBEDMENT <br />7116" OSB SHEATHING <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />SARCHWAY FRAMING DETAIL <br />SCALE: 3/4"=1'-0" <br />L44i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-T748078 <br />FAX: 407-774-4078 <br />www.abdostgngmup.com <br />AA #: 0003325 <br />I4 <br />h <br />YQ <br />M <br />aummv. as LAT: <br />SILVERADO <br />LOT #54 <br />BLK #6 <br />Pnoa=T# <br />04128.002-54061 <br />MODZ a <br />4EBB <br />"1828—CALI" <br />GARAGE SIMNO: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />