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#S CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR WI 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER CyaREEIENFE02RCING OF BOND BEAM SCALE: 3/4"=l'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP. 811x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM �1#5 2. IF BOTTOM STEEL IS REWIRED PLACE #5 BAR IN LINTEL. \,\ � PLACE STEEL HEIPLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND aG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8"z16"5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE iD p`1F' COURSE OF BOND BEAM IS OMITTED AND A LINTEL 5 PLACED. THE STEEL BOND BEAM '- REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / b TOP OF THE LINTEL. �,\a�',`Q� 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8 P,05' 8xl6 DBL. BOND TOP OF / eqE BEAM W/ (1) #5 BAR BOND BEAM •\O� g EACH COURSE a\r1G 8x8 BOND BEAM ' TOP OF W/ (1) #5 BAR BOND BEAM F F = FILLED W/ GROUT �* -(\Ap U =UNFILLED GROUT SOLID FROM TOP .rl\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH #OF#5'S, IN E BOND BEAM BEAM COURSE SEE NOTEa �6-1 T/1 B LINTEL W/'(;1).5��)E �/c HE GNOMINALHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY 0 OPENING - 2" BOND BEAM COURSE OR �2 BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT #OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3l4"=1'-0" THAT XFXX -1Tl1 WOB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER AND XFXX-1TIOMIOB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS OP OF OPENING PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)1-31i6 TAPCON OR DRIVE PIN (MIN DBL. BOND BEAM SHANK SIZE.145 MIN HEAD MIN EMBEDMENT 1 AT LOWER ELEVATION WINDOW 1/14-1)) 8 ROM EACH END AND MIN 1-1/4" #5 BAR BENT AS SHOWN _ EMBEDMENT �'I- 2z6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK PRE -CAST 3114 SIZE.145 MIN HEAD SIZE .300 WINDOW MIN EMBEDMENT 1 1/4") 8" _ 7p. 2!o SILL FROM EACH END AND 18" 'a SLOPE O.C. MAX. MIN 1-1/4" 9 EMBEDMENT OPEN FACE SHELL SO - 2x8 (MIN 2 X 3) 2-3118 TAPCON OR DRIVE PIN (MIN ALLOW AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BAR TO PLACED IN UPPER AND LOWER SIZE. 00 M ENTJ 2X4 SOLID BLOCKING — BOND BEAM #5 MIN. REQUIRED IN i/4") EACH END AND E TO SHEATHING Wl EACH CELL HOOKED IN 114 O.C. MAX. MIN 1-EN MEN. 2R12d PER BILK. EA. ENO TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7/16" OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW CMU WALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAIL 3 1 4 C 5 SCALE: 34"=1'-0" SCALE:11/2"=1'-0" SCALE: 3/4"=1'-0" %, PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I ISINGLE #5 CORNER E' I BAR, 3040 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM � u - u 8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. BAR(S), PROVIDE #5 BAR SEE PLAN. II / AT EACH SIDE STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN /emu/ ELEVATION OF BOND BEAM 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 34"=V-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdoWgngroup- L AA #: 0003325 � P g S P R U :T a�6 aUBDM ae LOT: ABBOTT PARK LOT #3 BLK #10 PROJMCTN 04181.000-03102 MODRL: 4EAB "1672— ARIA" OARAOE BIW MO: RIGHT PAOZ: DETAILS 60 MPH EXP. APA34TECD EC C AA NO aw� 11/25/19 aCAXX: 1/4"=1'-0" ax>�T S2.1A