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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 />1 REINFORCING OF BOND BEAM <br />SCALE: 3/4"=V-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"x8" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BONDBEAM 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e <br />\,\ PLACE STEEL HEIGHT. <br />�OF REINFORCING (1-2) 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 />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'x16" <br />pJF' COURSE OF BOND BEAM IS OMITTED AND A LIINT5. SHOULD THE DOUBLE BOND BEAM COINCIDEEL IS PLACED. THE ITHA LINTEL THE STTEELM BOND BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />TOP OF THE LINTEL. I. B• (- <br />/ 1: \,�\\A' Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. —�F <br />� Bx16 DBL. BOND TOP OF <br />EAM W/ (1) #5 BAR BOND BEAM' <br />•\Q��" 0 EACH COURSE <br />C7 8x8 BOND BEAM TOP aF <br />• pQ�G�\� W/(1)#5 BAR .L; BOND BEAM <br />F FILLED W/ GROUT <br />I .�\Ap� U =UNFILLED GROUT SOLID FROM TOP <br />�N\Q NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM <br />/BEAM COURSE SEE NOTE 5 <br />a\�_`Q 1Y1/ Bx8 PRECAST CONCRETE LINTEL W/ (1)1R5 BAR (L2)NOMINAk16-1T/1 <br />LENGTH OF BAR WIDTH OF MASONRY <br />Q� HEIGHT # OF #5'S, TOP <br />0 OPENING - 2" <br />BOND BEAM COURSE � 2 BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM Sx8 PRE -CAST CONCRETE SCALE: 3l4"=1'-0" <br />PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER <br />THAT XFXX -1 T/1 M/OB INDICATES A DOUBLE BOND BEAM TO PLAN FOR LOCATIONS <br />AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM TOP <br />OF OPENING <br />PRECAST HEADER(MIN) <br />20 (MIN 2 X 3)1316 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3I16 TAPCON <br />PRE -CAST 'a tt4" <br />OR DRIVE PIN (MIN SHANK <br />WINDOW �r" <br />SIZE,145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4") 8" <br />a SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-114" <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 SHEATHING W/ <br />/7116"OSB <br />18" O.C. MAX. MIN 1.1/4" MIN. 2-12d PER BLK. EA. END <br />EMBEDMENT <br />LLCMUWALSHEATHINGL <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 scALE:1 v2"=r-a' <br />ARCHWAY FRAMING DETAIL <br />S <br />SCALE: 3/4"=1'-0" <br />r <br />SINGLE#6 CORNER <br />BAR, 3040 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />4T I <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />CALE'Sr� <br />1442 N. RONALD REAGAN 81 <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />"A"Abdeslgngroup.eom <br />L AA #: 0003325 <br />^ <br />as <br />Q <br />4n <br />UA <br />xh <br />Y <br />BLIHDIV. Ae LOTmm!: <br />SILVERADO <br />LOT 20 <br />BLK 18 <br />PROJECT* <br />04128.002 20181 <br />HODZ3U <br />4EBB <br />"1828—CAU" <br />GARAGE 8WWG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />