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NOTES TO THE INSPECTOR/CONTRACTOR A R C N I T E C T R <br />TYP1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL 3. HEIGHT. <br />MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />�OF REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1/a <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"xt6' 7O �C'Qn <br />/ 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM Grou �. <br />#5 CORNER BR W/ 30" LAP FOR EACH O / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL •. 1 <br />COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />/ TOP OF THE LINTEL. <br />6, LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. n 8 1441 N. RONALD REAGAN BLVD. <br />VERTICAL REBAR W/ 10" HOOK \jj/ Z P�S�� 8x16 DEL. BOND TOP OF LONG OOD7F�02 860 <br />QE\ BEAM W/ (1) #5 BAR BOND BEAM <br />�\\ EACH COURSE FAX: 407-7744078 <br />w .abdeeiglgroup.com <br />• OQF.�\\� W8(B#5BAROND AM TOP .`; BONDBEAOM AA#: 0003325 <br />F - FILLED W/ GROUT <br />30" TYPICAL I .\\AO U =UNFILLED GROUT SOLID FROM TOP DRAFTING BY: <br />�{1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH #OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL A.B. DESIGN GROUP <br />#5 BAR IN BOND BEAM BEAM COURSE DRAFTING INC. <br />SEE NOTE 5 6439 BEAUMONT CENTER BLVD. <br />8x8 PRE -CAST CONCRETE SUITE 1004 <br />6-1T/1 / B MASONRYNOMINAkl <br />LENGTH OFBARWIDTH OF TA PH: 813-886262834 <br />QIF HEIGHT # OF #5'S, TOP <br />CORNER IT I6 OR INTENT S THIS ENGINEERBOND BEAM COURSE OPENING-2' n BEAM DESIGNATION FAX:613-866-26D2 <br />'S G <br />THAT XFXX- 1T/1 MNB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE <br />REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0 <br />1 IT ITHIS ENGINEERINTENT ANDXFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL REFER <br />S 'S <br />SCALE: 3/4"=1'-0" AND XUXX -1T/1 MMB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP <br />LINTEL OF OPENING <br />RD XUXX - lT/OMJOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM 2x4 (MIN 2 X 3)1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE.145 MIN HEAD <br />WINDOW SIZE .300 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM 1/4") 8" FROM EACH END AND <br />AT LOWER ELEVATION 16' O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />#5 BR BENT <br />AS SHOWN 3 14' 2X6 (MIN 2 X 3) 2-3/16 TAPCON <br />PRE -CAST OR DRIVE PIN (MIN SHANK <br />WINDOW SIZE,145 MIN HEAD SIZE .300 <br />SILL MIN EMBEDMENT 1 1/4') 8' EE SLOPE FROM EACH END AND 19' <br />ammm� <br />e <br />EMBEDMENT�A <br />N I-1/4" <br />o • <br />B (MIN 2 X 3) 2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD <br />AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />UPPER AND LOWER #$ MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END <br />BOND BEAM <br />EMBEDMENT <br />EACH CELL HOOKED IN <br />TOP BOND BEAM W/ 7/16" OSB SHEATHING <br />STANDARD ACI HOOK TYPICAL MASONRY WINDOW VCMU WALL tl <br />SILL CONSTRUCTION <br />CORNER BARS 4 5 ARCHWAYLF�RAMING DETAIL <br />3 AT CORNER STEP x <br />SCALE: 3/4"=1'-0" <br />$VHDIV. Ae LOT: <br />SILVERADO <br />\�N� , PROVIDE 3" DIA. HOLE IN LOT #15 <br />LINTEL SO THAT VERT. BLK 16 <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. PROJECT* <br />I 03719.001-15161 <br />{/ <br />de <br />I I <br />a <br />I <br />S.U <br />SINGLE #5 CORNER <br />° <br />BAR, 3Ox30 TURNED UP <br />OR TURNED DOWN INTO <br />STEEL REINF OF <br />FILLED CELL <br />BOND BEAM <br />a <br />9 <br />II <br />I II / <br />II <br />a <br />I I IYJE <br />WOODSEMM <br />FAMERBPACMO <br />d. =2" MIN, 2 J' MAX <br />a.=2j"MIN, 9"MAX <br />(2)219 <br />s=1+'MIN, 2}'MAX <br />a, = J' MIN, 2 }" MAX <br />d. =2" MIN, 2 J' MAX <br />a. =2 t'MIN, 9"MAX <br />(2)210 <br />}'MIN, 2}"MAX <br />as = t' MIN, 2 J' MAX <br />d. =2" MIN, 2 }" MAX <br />% = 2 }" MIN, 9" MAX <br />(2)2d <br />s=1}"MIN, 2J"MAX <br />a. _t MIN, 2 J'MAX <br />MODEL: <br />3278—JORDYN II <br />GARAGE SWIIJG: <br />RIGHT <br />NOTE: <br />PAGE: <br />• ADJACENT NAILS ARE DRIVEN FROM <br />OPPOSITE SIDES OF THE COLUMN <br />• ALL NAILS PENETRATE ALL <br />LAMINATIONS AND AT LEAST 1 �' OF <br />DETAILS <br />THE THICKNESS OF THE OUTERMOST <br />LAMINATION <br />WHERE: <br />1 MPH W. C <br />d, = END DISTANCE <br />a, = SPACING BETWEEN ADJACENT FASTENERS <br />IN A ROW <br />s = SPACING BETWEEN ROWS OF FASTENERS <br />e = EDGE DISTANCE <br />8x8 CMU PIER <br />PROVIDE #5 BAR <br />° <br />'MUST HAVE 2 OR MORE LONGITUDINAL <br />J / /o <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />ROWS OF NAILS <br />( i <br />SEE PLAN. <br />I / <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />LINTEL. <br />BOND. BEAM CHANGE <br />DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />CHANGE IN <br />� <br />ELEVATION OF BOND BEAM <br />SCALE: N.T.S. <br />A <br />NO <br />DATE: 07/12/21 <br />SCALE: AS NOTED <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />aHEET <br />S2.1A <br />