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#5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM ') SCALE: 3/4"=V-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.6"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM i>R5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. W 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING k PLACE STEEL HEIGHT. a0 REINFORCING (1-2) 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#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8"xl6" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND REINFORCING ORB HEE BOTTOM BOND BEAM SLINTELEAM IS OMITTED AND A TO BE CONTNOUS THROUGH THE 1#5 TOP OF THE LINTEL. 8" / 1: ^`6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. p05' FrG� 8x16 DBL. BOND TOP OF x QaE BEAM Wl (1) #5 BAR BOND BEAM •\O� EACH COURSE TOP • ��G�\aG W/8(1 #5 BARBOND S .ti: BONDSEAM F =FILLED W/ GROUT U =UNFILLED GROUT SOLID FROM .�•1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH #OF#5'S, IN 2ND BOND BEAM BEAM COURSE SEE NOTE 5 �A NO) 16-1 T/ 1 B 8x8 PRE -CAST CONCRETE "' 'F NOMINAL—�� LINTEL Wl (1) #5 BAR (L2) LENGTH OF BAR= WIDTH OF MASONRY PO HEIGHT # OF #5•S, TOP 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:34"=1'-0 THAT XFXX- IT/i M/0B INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER AND XFXX-1TIOMl013 INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOPs. OF OPENING PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)13/16 TAPCON OR DRIVE PIN (MIN DBL. BOND BEAM SHANK SIZE.145 MIN HEAD AT LOWER ELEVATION WINDOW 00 MIN EMBEDMENT 1 114") 8IZE 3 FROM EACH ENO AND 18" O.C. MAX. MIN 1-1/4" #5 BAR BENT AS SHOWN EMBEDMENT '" 3 1/4" PRE -CAST a WINDOW 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4")8" SILL FROM EACH END AND 18" SLOPE O.C. MAX. MN 1-114" 4 EMBEDMENT OPEN FACE SHELq 2x8 (MIN 2 X 3) 23/16 AS TO ALLOW BE TAPCON OR DRIVE PIN (MIN BAR TO BE PLACE SHANK SIZE.145 MIN HEADUPPER 2X4 SOLID BLOCKING AND LOWE5 MIN. REQUIRED IN BOND BEAM 1/4"") 83FROM EACMIN H ENO AND SECURE TO SHEATHING /7116"OSB EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-14' MIN, 2-12tl PER BLK. EA. END VCMUWALL TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK SHEATHING CORNER BARS TYPICAL MASONRY WINDOW AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAIL 4 5 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 > I I SINGLE 05 CORNER A I BAR, 3Ox30 TURNED UP FIIL TURNED DOWN INTO OF FED CELL BONG. BEAM $ II I II 8x8 CMU PIER W/SINGLE OR DOUBLE REINF. SARIS), rij, 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 ELEVATION OF BOND BEAM 7 SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=l'-O" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 wwwabdosigngroup.com L AA B: 0003326 A or ,a 8 0 • � i1 aUDDIV. as LOT ABBOTT PARK LOT #7 BLK #10 ]PltojzcTif 04 81, 000 07102 MODMIA 4EAB "1672-ARIA" OARAOffi aQiMO: RIGHT PALM: DETAILS 60 MPH EXP. Z)AIC:: 11/25/19 8CALZO: 1/4"=1'-0" e*== S2.1A