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NOTES TO THE INSPECTOR/CONTRACTOR #5 CORNER BAR WI 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ la' HOOK 30" TYPICAL 05 BAR IN BOND BEAM CORNER &REEtILNFORCING OF BOND BEAM SCALE: 3/4"=1'4' OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BONOBEAM —#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. 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. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. i I�-tl"NOMINAL F=FILLED Wl GROUT U =UNFILLED # OF #5'S, IN 2ND BOND BEAM COURSE �� p �6-1T/11 p- �F NOMINAL Q� HEIGHT # OF #5'S, /c B TOP IT IS THIS ENGINEER'S INTENT BOND SEAM COURSE THAT XFXX-tT/1 MKIS INDICATES A DOUBLE BOND BEAM #OF #5'S, BOTTOM AND XFXX-1T/0M/DB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - 1T/iMM INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST ••314T WINDOW 4' N SILL Z SLOPE M BOND BEAM 1#5 TYP. 8'X16' BOND BEAM 1#5 8 8xl6 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE Bx8 BOND BEAM T PF W/ (1) #5 BAR BOND BEAM I. GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL } SEE NOTE 5 8z8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR =WIDTH OF MASONRY OPENING-Z' BEAM DESIGNATION OR Bx8 PRECAST CONCRETE LINTEL, LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS mo . TYPICAL MASONRY WINDOW ,4� SILL CONSTRUCTION SCALE: 1 12"=1'-0" BAR, 3OX30 TURNED , / I OR TURNED DOWN INTO ,FILLED CELL BONDL BEAMF. OF .E REINF. SARIS), ;ROUTS BENEATH SINGLE LINTEL, MULTIPLE OPENINGS � SCALE: 3/4"=1'1Y' PROVIDE #6 BAR STEEL REINF. OF AT EACH SIDE OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"-T-9' PRECAST HEADER(MIN) — 2x4 (MIN 2 X 3)1,3/16 — TAPCON OR DRIVE PIN (MIN SHANK SIZE.146 MIN HEAD SIZE .300 MIN EMBEDMENT 1 lArl 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 6' FROM EACH END AND 18' O.C. MAX. MIN 1-114' EMBEDMENT 2x8 (MIN 2X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE .145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 16' O.C. MAX. MIN 1-1/4" EMBEDMENT 2X4 SOLID BLOCKING — SECURE TO SHEATHING W/ MIN. 2-12d PER BLK. EA. END OSB SHEATHING 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=T-0" YYOOD�IION RMIBBI�ApID d, =2" MIN, 2 }' MAX %= 2 t' MIN, S" MAX J"MIN, 2 J"MAX de -?'MIN, 2 j" MAX 4 = 2 t MIN, S" MAX mad4=1 J"MIN, 2}'MAX ea = t' MIN, 2 �' MAX d. =2" MIN, 2 J' MAX c.=2 t'MIN, B"MAX W2d 4 =1 f' MIN, 2+f' MAX ea=t" 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: d6 = END DISTANCE a = SPACING BETWEEN ADJACENT FASTENERS INA ROW 4 = SPACING BETWEEN ROWS OF FASTENERS e = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT U SCALE'. N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-TT44078 j www.abdealgngroup.com l AA #: 0003325 F �s � tr