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NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"x8" °D 1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8" <br />PLACE STEEL HEIGHT. <br />OF <br />REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />(� AS DEPICTED HEREIN. 1#5 <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8"x16" <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 />INS/ <br />COURSE OF BOND BEAM <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. 8" <br />A 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. <br />VERTICAL REBAR WI 10' HOOK <br />p0y' FF.� Bx18 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />• 8x8 BOND BEAM TOP OF <br />• N\�G <br />W! (1) #5 BAR BOND BEAM <br />.` <br />30" TYPICAL <br />= <br />F FILLED W/ GROUT <br />I .�Y\O U =UNFILLED GROUT SOLID FROM TOP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM <br />COURSE <br />#5 BAR IN BOND BEAM <br />SEE <br />SEE NOTE 5 <br />5�0 B <br />�16-1T/11�1/ ��TE W B1«2;E <br />LENGTH BAR = W IDTH OF MASONRY <br />PP�0 NOMIHEIGHT <br />k OF #5'S, TOP <br />¢" OPENING - 2" <br />BEAM DESIGNATION <br />CORNER <br />BOND BEAM COURSE OR <br />REINFORCING OF BOND BEAM <br />IT IS THIS ENGINEERS INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=+'4" <br />THAT XFXX-1T/IWOB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />SCALE: 3l4"=1'-0" <br />AND XFXX-1T/OM10B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP <br />OF OPENING <br />PRECASTHEADER(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 />EMBEDMENT <br />05 BAR BENT <br />AS SHOWN <br />2x6 (MIN 2 X 3) 2-3116 TAPCON <br />PRE-CAST'a <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4") 8" <br />SLOPE <br />FROM EACH END AND I <br />1p• <br />O.C. MAX. MIN 1-114" <br />L" <br />EMBEDMENT <br />4 <br />2x8 (MIN 2 X 3) 2 °!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'2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />114") 8" FROM EACH END AND SECURE TO SHEATHING W! <br />/7116" <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BLK. EA. END <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMUWALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />l 4 } <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE:,1n=1-0 <br />3 <br />SCALE: 314"=+'-0" <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />I <br />a I <br />— <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLEDLLED CELL BOND. BEAM <br />� 8x8 CMU PIER <br />PROVIDE #5 BAR <br />WI SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN. <br />II / <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 ' " <br />SCALE; 3/4'= <br />6 SINGLE LINTEL, MULTIPLE OPENINGS <br />SCALE: 3r4"=1'-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 327W <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdos)gogmuµoom <br />L AA #: 0003325 A <br />4 <br />auXd"T 1?f� <br />PARK <br />LOT #8 <br />BLK #10 <br />PItOJffiCTop <br />04181.000-08103 <br />MODMIA <br />3EFB <br />"2447— ROBIE" <br />GAzsAGIC 8 Wn40: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 MPH EXP. <br />DA1'�"" 12/02/19 <br />SCAM I/4= = f-01 <br />B*E cw <br />S2.1A <br />