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CORNER BAR W/ E COURSE OF BOND BEAM LAP TOR EACH C VERTICAL REBAR W/ 1O' HOOK 30" TYPICAL 05 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/1"=1'-0' NOTES TO THE INSPECTOR/CONTRACTOR TYP. ne" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM-1 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL V 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REWIRED BEARING \ PLACE STEEL 3. pF REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#6 \. TWO COURSES ARE BOND BEAMS WITH A#6 BAR IN EACH COURSE. TYR ON16, S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM `- pCOURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 'M TOP OF THE LINTEL 8„ A\rj. Q 8, LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x18 DBL BOND T P BEAM W/(1)#5 BAR BONDBEAM EACH COURSE 87x8 BOND BEAM 70P OF a �pQ�N\ W/(1)#5 BAR BOND BEAM F = FILLEO1rW GROUt .��p U = UNFILLED GROUT SOLID FROM P .j1\Q NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE SEE NOTE 5 NOMINAL�16-1T/1 �/c B LIN EL W/(1)#5 BAR(L2)E HEGHT # OF #5'8, TOP LENGTH OF BAR = WIDTH OF MASONRY s OPENING-2' DESIGNATION BOND BEAM COURSE OR D_�IB�E�AMIT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCREE THAT XFXX • 1T/1Ml08 INDICATES A DOUBLE BOND BEAM E PLACED IN LINTEL LINTEL, W/OSTEEL(LI)REFER ANO XFXX - 1T/OM108 INDICATES SINGLE BOND BEAM TO PLAN FOR LOCATIONS p OF OPENING PRECAST HEADER(MIN) 2.4 (MIN 2 X 3) 1.3/18 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN ,� 3 1M„ PRE -CAST .4 2xe (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SIZE, 145 MIN HEAD SIZE.300 SILL i MIN EMBEDMENT 11/4")3' SLOPE FROM EACH END AND IS' 7D O.C. MAX. MIN IAW L n EMBEDMENT Q 2xS (MIN 2 X 3)2-3116 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER Ia.,O.C. MAX. MIN 1-V4" MIN. 2-12d PER BIK. EA END #5 MIN. REWIRED IN BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM VW 7116" 088 SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP `� 5 sCALE:314'=r'-0' 3 scALE: as"=1'-a" %, PROVIDE 3" DUa HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL �` ( I s ISINGLE #5 CORNER I BAR, 30x30 TURNED UP STEEL REINF. OF OR TURNED GOWN INTO FILLED CELL BOND, BEAM exe CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. I I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: SIC'=1'1Y 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.mbdosWngroup•com AA #: 0003325 Kil 0111111 ammo stnmzv ae z oT: SILVERADO LOT #10 BLK. #11 PROJECT/ 1 04 28.002-1 HODRU 4ENB "1751—NEUVILLE" 0AItAGZ 9Wn90: RIGHT PAOR: DETAILS %150 MPH EXP. B U PRINT DATM 10/23/18 sCA=:1/4"=1'-0" Buz = S2.1A