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#5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 45 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BONDBEAM L—#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'-0' PLACE STEEL REINFORCNG (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 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 BEAM$ 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. - WIDTH #OFMS'S, IN BOND BEAM COURSE 16-1T/1 �/c B NOMINAL —ice 9 P HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/iMM8 INDICATES A DOUBLE BOND BEAM #5'S, BOTTOM AND XFXX- 1T/OMNB INDICATES A SINGLE BONDBEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX-1TH MMS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST '.314T' WINDOW e SILL Z 3 SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SINGLES CORNER I I 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 SCALE: 3/4"=T-0" TVP.6X6' BONDBEAM � 8 1#5 TYP. 8!)06" fp BOND BEAM ••-' 8x16 DBL. BOND TOP OF BEAM W/ 111 #5 BAR BOND BEAM • EACH COURSE i' 8x8 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 Bx8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING -2' BEAM DESIGNATION OR 8x8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0" LINTEL, W/O STEEL (Lt) REFER TO PLAN FOR LOCATIONS rna PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1.3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1X') 6' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2.6 (MIN 2 X 3) 2316 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 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SLOCKING- SIZE .300 MIN EMBEDMENT 1r7/16'OSB 114") 8" FROM EACH END ANDATHING W/ 18" O.C. MAX. MIN 1-114'BILK. EA. END EMBEDMENT HING d, S. ARCHWAY FRAMING DETAILS 5 WOOD VaM FABTBBtMWM d. =Z' MIN, 2 }" MAX s.=2 tMIN, 91MAX w s=i} MIN, 2}"MAX ed = }" MIN, 2 �' MAX d. =2" MIN 2 }" MAX s, = 2 t' MIN, 9" MAX &=1}J'MIN, 2}"MAX ed = }' MIN, 2 k' MAX d. =2" MIN, 2 J' MAX s. = 2 t' MIN, V MAX M2d s=1}'MIN, 2}"MAX' ed = }' MIN, 2 J' 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 J'OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE %= SPACING BETWEEN ADJACENT FASTENERS IN A ROW s = SPACING BETWEEN ROWS OF FASTENERS d = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003326 a yl Afait 9 BUDDIV. a LOT. ABBOTT PARK LOT #32 BLK #11 PROJECT1ji 04181.000-32112 MODEIa 4EHB "2605-HAYDEN" GARAGE BWnM: RIGHT PAGE: DETAILS 60 MPH EXP