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NOTES TO THE INSPECTOR/CONTRACTOR #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1W HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM / #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE: 3/4"=1'-D' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. / G t\ Q Pv. 11 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 1 a(/ OF �' F =FILLED W/ GROUT •(\A U =UNFILLED 3A0 NO #OF #5'S, IN 2ND BONG WI OF COURSE 16-1 T/1 ICA/ B NOMINAL HEIGHT # OF #1S TOP 0 IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -1T/1 MOOS INDICATES A DOUBLE BOND BEAM AND XFXX-ITAMAB INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEER'S INTENT AND XUXX - IT/1MAB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX • 1TAMNB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED U WINDOW PRE -CAST :<31/4" WINDOW SILL Z SLOPE # OF #51S, BOTTOM PLACED IN LINTEL TYPICAL MASONRY WINDOW SILL CONSTRUCTION �1 SCALE: 1 1-=1'-(T' SINGLE #5 CORNER I BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDE OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM BOND BEAM 1#5 TYR 6k06" ¢p BOND BEAM 1#5 8x16 DBL BOND TOP aF �, SEAM W/ (1) #5 BAR BOND NM EACH COURSE Sx8 BOND BEAM TOP OF W/ (1) #5 BAR .�, BOND BEAM GROUT SOLID FROM — TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL, SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR =WIDTH OF MASONRY OPENING-2' BEAM DESIGNATION OR n 8X8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) 20 (MIN 2 X 3)13/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 1910, C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1w) 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1W EMBEDMENT 27 8 (MIN 2X 3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK EA END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAILS 5 SCALE: 3/4" - V-O" N'0008EG" FA61B6i WA NO 4:2" MIN, 2 }" MAX a. = 2't' MIN, 7' MAX Y'MIN, 2}"MAX ea = t MIN, 2 J' MAX ,6 =2" MIN, 2 t MAX = 2 t MIN, 9" MAX 4=1}•MIN, 2]"MAX ea - J'MIN, 2} MAX d. =2" MIN, 2 }" MAX y-2 j'MIN, 9"MAX (2)2d e,:1�'MIN,2}"MAX sa = t MIN, 2 }" MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: = ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 �' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE %= SPACING BETWEEN ADJACENT FASTENERS IN A ROW 4 = SPACING BETWEEN ROWS OF FASTENERS %= EDGE DISTANCE F E B DOUBLE STUD W/ 10d NAIL ATTACHMENT $ SCALE: N.T.S. alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX 407-7744078 wwwabdesigngroup.com AA is 0003328 � VMIN >a a BUDD:v ae LOT: ABBOTT PARK LOT #37 BLK #12 PROJM' 04181.006-37121 "ODa>.: 4EHB "2605—HAYDEN" OAisAaa 9TIMO: RIGHT PAOffi: DETAILS 60 YXII EX,2. ltDFT DA 02/05/21 SCALE: 1/4"=1'-0" BIFIEET S, A