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NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP.8111, m 1>a <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />O REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />IleAS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 <br />TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 9v6' jp <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />COURSE OF BOND BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1a <br />TOP OF THE LINTEL. <br />/ A - 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP.8 <br />VERTICAL REBAR W/ 10' HOOK <br />5 �Q <br />' <br />PO F� Bxl6 DEL. BOND TOP OF <br />BAR BOND BEAM <br />SE <br />EACH COURSE <br />\r\G 8x8 BOND BEAM TOP OF <br />• W/(1)#5 BAR .y�; BOND BEAM <br />30" TYPICAL <br />FOQ�� F=FILLED W/ GROUT <br />.�\1.0 U =UNFILLED GROUT SOLID FROM TOP <br />�1\Q NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />#5 BAR IN BOND BEAM <br />BEAM COURSE <br />SEE NOTE 5 <br />A\ <br />16-1 T/1 Bx8 PRE -CAST CONCRETE <br />EQ <br />NOMINAL—�� Wl 18ARB <br />LENGTH FLINTEL <br />WIDTH OF MASONRY <br />Q HEIGHT # OF #5'S, TOP <br />6 OPENING-2' <br />BEAM DESIGNATION <br />CORNER <br />IT ISTHIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 <br />REINFORCING OF BOND BEAM <br />THAT XFXX-iTIiM OB INDICATES A DOUBLE BOND BEAM #OF #5'6, BOTTOM BxB PRE -CAST CONCRETE SCALE 3!4"=1'-0 <br />1 <br />AND XFXX- 1TIOM100 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER <br />IT IS THIS ENGINEER'S INTENT <br />SCALE' 3!4"=l'-0' <br />TO PLAN FOR LOCATIONS <br />AND XUXX - 1T/1 MrDB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1-3/16 <br />SINGLE BOND BEAM <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE SOO MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />lbV) W FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-114' <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />3 <br />2x6 (MIN 2 X 3) 2J/16 TAPCON <br />PRE -CAST ." 19' <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE.300 <br />SILL <br />MIN EMBEDMENT 1 1/4") 6' <br />SLOPE <br />FROM EACH END AND 16' <br />1-1/4" <br />EMBED ENTN <br />2x8 (MIN 2 X 3)2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN HEAD <br />AS TO ALLOW BENT <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />1/4") W FROM EACH END AND SECURE TO SHEATHING W! <br />/7/16'OSB <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12tl PER BLK. EA END <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMUWALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />� <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE'11/2"=1'-0" <br />J SCALE 34"=1'-0 <br />3 <br />SCALE: 3!4"=1'-0" <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />SINGLE #5 CORNER <br />BAR, 3Ox30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />I <br />u <br />II <br />I�ex8 <br />CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />SEE PLAN. <br />/ <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />1' ' LINTEL. <br />CHANGE IN <br />//ILflly <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4"=1'-0" <br />6 SINGLE LINTEL, MULTIPLE OPENINGS <br />SCALE: 3!4"=1'-0" <br />1RCR IT10TR, <br />6 <br />Grow <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77443078 <br />FAX: 407-7744078 <br />www.abdeaigngroup.c <br />AA #: 0003325 , <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813386.2628 <br />lik <br />FAX: 813-82= <br />InII�IYI <br />annmr� <br />Summv. d4 Lotil <br />SILVERADO <br />LOT #9 <br />BLK #16 <br />PROJECT# <br />03719.001-09161 <br />moDEI1 <br />2795-F <br />GARAGE SVWG: <br />RIGHT <br />PAGE: <br />DETAILS <br />L H E B <br />