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NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8"W' m 1#6 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />•(�G\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGPLACE STEEL <br />�OF\�\� IGHT <br />REINFORCING FORCING (L2) 4.ETHE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUNDffizo <br />�C9S AS 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. 9" 06' 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 />QJ�QP / <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 1#5 <br />TOP OF THE LINTEL <br />/ ti . <br />6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP8xl6 <br />VERTICAL REBAR W/ 10' HOOK <br />�'�Q <br />DEL <br />BEAM W/ BOND #5 BAR BOND BEAM <br />8 e EACH COURSE <br />•\Q�\A <br />G 8x8 BOND BEAM TOP OF <br />• W/(1)#5 BAR ._L; BOND BEAM <br />30" TYPICAL <br />�QQ��\� <br />F = FILLED W/GROUT <br />•(\AQ U =UNFILLED GROUT SOLID FROM TOP <br />.jl\Q NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF JS'S, IN 2N0 BOND BEAM, IF FILLED LINTEL. <br />#5 BAR IN BOND BEAM <br />BEAM COURSE <br />SEE NOTE 5 <br />M\�EQ 16-1 T/1 M/ B 8x8 PRE -CAST CONCRETE <br />peSEF�� NOMINAL—�� LINTEL W! (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF MASONRY <br />PR HEIGHT # OF #5'S, TOP <br />e OPE"'NG 7' <br />CORNER <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION <br />REINFORCING OF BOND BEAM <br />THAT XFXX- 1 TH M/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3l4"=1'-0 <br />1 <br />AND XFXX- i Ti0M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />SCALE: 3/4"=1'-0' <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX -1TM MM INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP io <br />LINTEL OF OPENING <br />AND XUXX - IT/OMAB 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 .300 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/4") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18' O.C. MAX. MIN 1-1/4" <br />_ <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN. <br />PRE -CAST 3 114' <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL <br />= SLOPE <br />SIZE, 145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4") 8" <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />O <br />m <br />EMBEDMENT <br />4 <br />2x8 (MIN 2X 3)2-3/16 <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") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />UPPER AND LOWER <br />#5 MIN. REQUIRED IN <br />19' O.C. MAX. MIN 1-1/4" MIN, 2-12o PER BLK. EA. END <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7/16' OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />��*� SCALE:,,/a'=1'-0" <br />3 <br />SCALE: 3/4"=1'-0" <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 />4. <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />JFILLED <br />CELL BOND. BEAM <br />0 <br />I) I II <br />I <br />U <br />II <br />IU <br />8x8 CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN. <br />I / <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4-T-0' <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />V SCALE: 3/4"=1'-0" <br />kRCNITICT6 <br />Gaon. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774 5078 <br />FAX: 407-774-4078 <br />W W W.abdeslgngroupxom <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />6439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134IM2628 <br />FAX: 813586-2802 <br />�ININIII <br />ammm� <br />SVHDIV. & LOT: <br />SILVERADO <br />LOT #17 <br />BLK #16 <br />PROJECT# <br />03719.001-17161 <br />MODEL.• <br />2368—D <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />01 <br />DATE: 07/09/21 <br />DATE: <br />SCALE: 1/4"=1'-O" <br />SHEET <br />s2.1A <br />