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#5 CORNER BAR W/ 3U' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR WI 1 U' HOOK 3P TYPICAL #5 BAR IN BOND BEAM OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'A" '—#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE e?� NOTES TO THE INSPECTOR/CONTRACTOR PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. • •,, o NOMINAL # OF #5'S, IN 2ND BOND WIDTH BEAM COURSE 16-1 T/1 M/06 NOMINAL HEIGHT # OF #5'S, TOP F =FILLED W/ GROUT U =UNFILLED IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT %FXX- tT/1 M4181NgCATES a DOUBLE BOND BEAM # OF t15'S, BOTTOM AND XFXX-1T/DMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - iTl1 M,OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX- 774MMJB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST �•31N" WINDOW c SILL Z f = SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION SINGLE #S CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED 70 ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) tY5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED 50 THAT THEN THE LAST 7V/0 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. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. nP Irxa' �,� �1#5 BOND BEAM 1ll5 nP.8k16' b BOND BEAM Bx16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE Bxe BOND BEAM 7pp OF W/(1)#S BAR .ti BOND BEAM GROUT SOLID FROM TOP LINTEL 70 TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 Bx8 PRE -CAST CONCRETE LINTEL W/ (1 ) #s BAR (L2) LENGTH OF BAR =WIDTH OF MASONRY OPENING -2" BEAM DESIGNATION OR n 8z8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) 2x4 (MIN 2%3)i-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 1S' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2J/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") B' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 % 3)2-3/18 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 6' FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12C PER BLK. EA END EMBEDMENT DEB SHEATHING WALL ARCHWAY FRAMING DETAILS 5 SCALE: 3/4' = 1 •-0' YY0008ECIIq! FA8iB6i8PACN0 �� ;=1}"MIN, 2}"MAX e• _ }° MIN, 2 }` MAX d =7' MIN, 2 }• MAX �a ;=1}"MIN. 2}"MAX e• _ }" MIN, 2 }` MAX d =2" MIN, 2 }" MA% }'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 4 =SPACING BETWEEN ADJACENT FASTENERS IN ROW ; =SPACING BETWEEN ROWS OF FASTENERS e =EDGE gSTANCE $ DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE. N.T.S. 1441 N. RDNALD REAGAN BLVD. LDNGWOOD, FL 34760 PH: 407-774-8078 FAX 407-7744078 ,#ww.ebdtxigngroup.com AA x: 000�zlsski 0 IE b 9; aysan►. ec LAT: ABBOTT PARK LOT #17 BLK #13 PHASE 4B PROJECT 04181.04t-17131 1tODEIs 4EHB "2605-HAYDEN" cwRwaE awixa: RIGHT PwaE: DETAILS 160 MPH EXP. C ROLAfb A ABOUq°YJlRA L AR No 037 � DA 02/08/22 axEET S2.1A Pg5 �P� S�