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NOTES TO THE INSPECTOR/CONTRACTOR rYP. gkg. 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT OF REINFORCING (L2) 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#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 6906" 7p ElP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COUD, THE STEEL #5 CORNER BAR W/ 30" LAP FOR EACH REINFORCSE CIINGOFORBTHE BEAMIOTTOM BOND BEAM ISS OMITTED AND A TOEL E CONE NUOUS THROUGH THE COURSE OF BOND BEAM / 1#5 / TOP OF THE LINTEL. VERTICAL RE BAR W/ IW HOOK \�-'`O 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. ' 8 1441 N. RONALGWOOD RIL 327 BLVD LONGWO -774- 0 750 POg- F�G� Bxi6 DBL BOND TOP OF PH: 407-774$078 Z Q�E BEAM W/ (1) #5 BAR BOND BEAM FAX 407-7744078 •\Q'\�' 0 EACH COURSE www.abdesigngroupcom \r1G 8x8 BOND BEAM TOP OF AA #: 0003325 • OQ�GC\ W/(1)#6 BAR BOND BEAM F =FILLED W/ GROUT 30" TYPICAL I .�C\0� U = UNFILLED GROUT SOLID FROM TR \O NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 16-1 T/1 8x8 PRE -CAST CONCRETE NOMINAL LENGTH OF'BARB WIDAR TH OF MASONRY Q HEIGHT # OF #5'S, TOP CORNER s OPENING-2' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THAT XFXX-1T11 MOB INDICATES A DOUBLE BOND BEAM #OF WE, BOTTOM 8x8 PRE -CAST CONCRETE REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0 1 ANDXFXX- 1TMM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL REFER SCALE: 3/4"=1'-0' IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS T AND XUXX-1T/1MNB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED OP LINTEL OF OPENING AND XUXX-1T/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM TAPCOIN OR DRIVE 2X3)1-3/'PIN (MIN S AT HIGHER ELEVATION HANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 114") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 8 A o 0 Q #5 BAR S SHOWNT •3114' - 2x6(MIN 2X 3)2-3116 TAPCON • PRE -CAST OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 �•1 SILL f MIN EMBEDMENT 11/4") 8" SLOPE FROM EACH END AND 18' O.C. MAX. MIN 1-1/4" EMBEDMENT Q 2x8 (MIN 2 X3)2-3116 OPEN FACE SHELLq TAPCON OR DRIVE PIN (MIN O `� SHANK SIZE.145 MIN HEAD AS TO ALLOW BE2X4 SOLID BLOCKING BAR TO BE PLACESIZ; .300 MIN EMBEDMENT 1 SECURE TO SHEATHING W/ ' UPPER AND LOWER 1 &' 8" FROM EACH END AND MIN. 2-12d PER BILK EA. END BOND BEAM #5 MIN. REQUIRED IN EMBEDMENT O.C. MAX. MIN 1-1/4" EMBEDMENT p EACH CELL HOOKED IN i TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMUWALL SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL MGM AT CORNER STEP B°ALE „a=,-0 5 SCALE:34"=1'0 3 SCALE 3/4"=T-(P L PROVIDE 3" DIA. HOLE IN LINTEL SO THAT ERT. REINF. BAR CONTINUES THROUGH LINTEL. I I I � d• > I I SINGLE #5 CORNER h BAR, 30x3O TURNED UP O I I OR TURNED DOWN INTO STEEL REINF, OF S. J P PILLED CELL BOND. BEAM E II IY (I Bz8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE OL713DIv. de LOT: ABBOTT PARK LOT #5 BLK. #13 PROJECT* 04181.000-05131 MODELa 2554—E301— "DARWIN" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH A C WHERE: d, = END DISTANCE s = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s = SPACING BETWEEN ROWS OF FASTENERS ey = EDGE DISTANCE I / SEE PLAN. STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE 'MUST HAVE 2 OR MORE LONGITUDINAL LINTEL. CHANGE IN ROWS OF NAILS ELEVATION OF BOND BEAM DOUBLE STUD W/ 10d NAIL ATTACHMENT 7 SCALE 3/4"=1' Y' SCALE N.T S. DATE: 06/14/21 SCALE: 1 /4"=1'— 0" 6 SINGLE LINTEL, MULTIPLE OPENINGS SHEET S2. IA SCALE: 3/4"=1'-0" W'00DSECOOH FASTENER 8PACW0 d,=Y'MIN,2}"MAX s=2 i'MIN, VMAX w=1 }"MIN, 2}"MAX MIN, 2 }" MAX 4- ' MIN, 2 }" MAX s=2 J'MIN, 9"MAX (2) 2d 4=1}"MIN,2}"MAX ea = t MIN, 2 }" MAX ds =2" MIN, 2 J' MAX s=2}"MIN, 9"MAX (2)2 4 =1 }' MIN, 2 }" MAX ea=}'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