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NOTES TO THE INSPECTOR/CONTRACTOR TYP 6kB!' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2IF BOTTOM STEEL IS REQUIRED PLACE #`6 BAR IN LINTEL. I PLACE STEEL PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �c OF 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#�x �V-- TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. SN16" b 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL #5 CORNER BAR W/ 30" LAP FOR EACH / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1' COURSE OF BOND BEAM TOP OF THE LINTEL. o„ , 6. LIND COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 1441 N. RONALD REAOAN BLVD. VERTICAL REBAR W/ 10' HOOK / g O LONGWOOD, FL 32750 8xl6 DBL BOND TOP OF PH: 407-7746078 BEAM W/(1)#5 BAR BOND BEAM FAX: 407-774.4078 • / \O EACH COURSE ryww.abdosigngroup.com \NG 8x8 BOND BEAM TOP OF AA #4 0003325 • �OQrG� W/(1)#5 BAR •i;. BONDBEAM 30" TYPICAL F FILLED W/GROUT �\XO U =UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE q5 BAR IN BOND BEAM ///-- SEE NOTE 5 F�\N (GO 16-1 T/11Y1/ 6z8 PRE -CAST CONCRETE NOMINAL—�� LINTELW/(1)#`5BAR(L2) MASONRY Q� HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF CORNERIS 0 OPENING-2' IT ISTHIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION REINFORCING OF BOND BEAM THAT XFXX-1T/1 MAB INDICATES A DOUBLE BOND BEAM #OF#SS, BOTTOM 8X8 PRECAST CONCRETE � SCALE: 3/4"=l'-0" 1 AND XFXX-1T DMAB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT SCALE: 3/q"=1'-0" AND XUXX - iT/l M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX - IT)OWOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3)1-W16 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN WINDOW SHANK SIZE.145 MIN HEAD SINGLE BOND BEAM ,SHANK MIN EMBEDMENT 1 AT LOWER ELEVATION 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT F V a #5 BAR BENT AS SHOWN ., 3 1/9' 2X6 (MIN 2 X 3) 2-3/16 TAPCON PRECAST OR DRIVE PIN (MIN SHANK WINDOW z SIZE.145 MIN HEAD SIZE.300 SILL g - MIN EMBEDMENT 1 14-) 8" SLOPE FROM EACH END AND 18" Fi M O.C. MAX. MIN 1-1/4" EMBEDMENT H 2x8 (MIN 2X3)2-3116 V: OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANKS IN EMBEDMENT MIN HEAD BAR TO BE PLACED IN 0 SIZE .300 MIN EMBEDMENT 1F7/16'OSS BLOCKING 0 UPPER AND LOWER 1X') 8" FROM EACH END ANDATHING W/ 'j BOND BEAM #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4"K. EA. END EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW SHEATHING CORNER BARS %1 SILL CONSTRUCTION ARCHWAY FRAMING DETAILS `�0 ) AT CORNERSTEP 5 SCALE:3/4"-V-0" SCALE: 3/4"=1'-0' d, • SINGLE #5 CORNER BAR, 30.30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF Se FILLED CELL BOND. BEAM • PROVIDE #5 BAR AT EACH SIDE SLTADIV. & LOT ABBOTT PARK LOT #6 BLK. #9 PROJECT* 04181.000-06091 MODEIs 4EHB "2605— HAYDEN" GARAGE 811Ir7C: RIGHT PACE: DETAILS 160 MPH E WHERE: d• = END DISTANCE s. =SPACING BETWEEN ADJACENT FASTENERS IN A ROW s = SPACING BETWEEN ROWS OF FASTENERS e =EDGE DISTANCE MY f 2021 STEEL REINF. OF OF ELEVATION • BOND. BEAM CHANGE 'MUST HAVE 2 OR MORE LONGITUDINAL CHANGE IN ROWS OF NAILS A ELEVATION OF BOND BEAM DOUBLE STUD W/ 10d NAIL ATTACHMENT NO eVp SCALE; N.T.S. DA 5/04/21 SCALE: 1/4"=1'-0" SHEET S2.1A NI FASTEN OACINO d, =Z' MIN, 2 k MAX s, = 2 t MIN, 9" MAX 9)219 s=1 "MIN, 2}"MAX ee ='f'MIN, 2j MAX de =2"MIN, 2 }" MAX se=2 MIN, 9" MAX ' mw s=1}'MIN, 2}"MAX }'MIN, 2�'MAX d, =2" MIN, 2 J' MAX s = 2 t' MIN, 9" MAX mm s -1 }. MIN, 2 �' MAX ry=}'MIN, 2}'MAX 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