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NOTES TO THE INSPECTOR/CONTRACTOR TYP 8-&, ffiza <br />1. PLACE LINTEL ACROSSTOP OF OPENING BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN UNTEL Dig <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�t <br />,hY PLACE STEEL HEIGHT <br />#5 CCOURSE OF BOND BEAM ORNER BAR W/ 30" LAP FOR EACH <br />VERTICAL REBAR W/ 10" HOOK <br />dr 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#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, TYR 8'.16' b <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1 <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />/ TOP OF THE LINTEL. <br />a�a. 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. <br />8xlB DBL BOND TOP OF <br />BEAM W/(i)#S BAR BOND BEAM <br />,N�O� EACH COURSE <br />• <br />8x8 BOND BEAM Op OF <br />3P TYPICAL <br />• W/(1)#S BAR BOND BEAM <br />D W GROUT <br />I p'M� U = UNFEILLED GROUT SOLID FROM TOP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH —*OF il5'S, IN 2ND BOND BEAM, IF FILLED LINTEL <br />BEAM COURSE <br />#5 BAR IN BOND BEAM <br />SEE NOTE 5 <br />� <br />R Bx8 PRE -CAST CONCRETE <br />l <br />ems. �16-1 LJ <br />LINTEL W/ (1) #5 BAR (L2) <br />�pPE NOMINAL <br />LENGTH OF BAR =WIDTH OF MASONRY <br />CORNER <br />HEIGHT # OF #5'S, TOP <br />BOND BEAM COURSE OPENING-2 2 BEAM DESIGNATION <br />IT IB THIS ENGINEER5INTEN7 OR <br />REINFORCING OF BOND BEAM <br />1 <br />SCALE: 3/4"=1'-O' <br />THATXF%X-1T/1MAB INDICATES A DOUBLE BONG BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34'=1'-0 <br />AND XFXX-ITVAOB INDICATES ASINGLESONDBEAM PLACED IN LINTEL LINTEL, W/O STEEL(0) REFER <br />IT ISTHIS ENGINEERSINTENT TO PLAN FOR LOCATIONS OP <br />AND XUXX-1T/1 MNB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX -1T&" INDICATES A SINGLE BOND SEAM ABOVE UNFILLED UNTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 1-3116 <br />SINGLE BOND BEAM <br />AT HIGHER ELEVATION <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE. 145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1 /4"1 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN IAA <br />_ <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHORN <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />PRE AST 1Ai" N <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE, 145 MIN HEAD SIZE.300 <br />SILL 5 <br />MIN EMBEDMENT 1114�8" <br />= SLOPE <br />FROM EACH END AND 18' <br />N 1- <br />BED ENTV4' <br />EMBEDMENT <br />4 <br />2x8 (MIN 2 X 3) 2-3/15 <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 />114") 8" FROM EACH END AND SECURE TO SHEATHINGW/ <br />UPPER AND LOWER #5 MINREQUIRED IN <br />. <br />BOND BEAM <br />EACH CELL HOOKED IN <br />18" O.C. MAX. MIN i-1/4" MIN. 2-12d PER BLK EA END <br />EMBEDMENT <br />VCMU <br />TOP BOND BEAM VW <br />7/16" OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />WALL <br />CORNER BARS <br />3 AT CORNER STEP <br />SCALE: 3/4"=1'-0' <br />SILL CONSTRUCTION <br />�4�-- <br />��// <br />5 ARCHWAY FRAMING DETAIL <br />SCALE: 3W=V-O" <br />PROVIDE 3" DIAL HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />I <br />> I <br />SINGLE #5 CORNER <br />BAR, 30.30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND, BEAM <br />II I II / <br />- <br />u <br />U 8x8 CMU PIER <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />PROVIDE 05 BAR <br />AT EACH SIDE <br />U E <br />BE PLAN. <br />I I / <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 SCALE: 3/4"=1'-0" <br />6 SINGLE LINTEL, MULTIPLE OPENINGS <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigVoup.com <br />AA #: 0003325 <br />2 <br />3 <br />dF1' <br />SSS444---q�C <br />C <br />� <br />.4 <br />3 <br />sunDLV. at LOT: <br />ABBOTT PARK <br />LOT #1 BLK #14 <br />PHASE: 4C <br />PROJECT/ <br />04181.04C-01141 <br />MODEL: <br />3EEB <br />"2260-ELSTON" <br />GARAGE SWMWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />V. 160 MPH E <br />202 <br />�O <br />DAM 10/26/21 <br />SICAM 1/4-=1'-0" <br />si3EET <br />S2.1A <br />