Laserfiche WebLink
NOTES TO THE INSPECTOR/CONTRACTOR TYP. S"xe" 1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />bv- <br />BOND BEAM <br />2 IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />qFi\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />\\� PLACE STEEL HEIGHT. <br />�OF REINFORCING (1.2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />aG� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST #5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"xl6" <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 />O� COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL9-' <br />i <br />COURSE OF BOND BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />/ A 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. x 8 <br />VERTICAL REBAR WI 10" HOOK <br />�\ <br />DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />BEAM <br />Qtv' <br />e EACH COURSE <br />•\O�� <br />G 8x8 BOND BEAM TOP OF <br />.y: BOND BEAM <br />• �rG�\a W/(1)#5 BARINI <br />30" TYPICAL <br />I .\AU = UINFED WD/GROUT GROUT SOLID FRTOP <br />NOMINAL LINTEL TO TOP OOFOPENING <br />111) WIDTH #OF#5'S, IN 2ND BOND BEAM, IF FILLED <br />BEAM COURSE <br />#5 BAR IN BOND BEAM <br />SEE NOTE 5 <br />A6-1 T/1 M/ B 8x8 PRE -CAST CLINTEL <br />W/ (1) #5 NOMINAL-�LENGTH OF BARF MASONRY <br />HEIGHT # OF #5'S, TOPCORNER OPENING-2'IT <br />IS THIS ENGINEER'S INTENT BOND BEAM COURSE QRBEAM DESIGNATION <br />THAT XFX(-1T/iMfOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRECAST CAND <br />REINFORCING OF BOND BEAM <br />XFXX - 1T/OM/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEERIT <br />ISTHIS ENGINEERS INTENT TO PLAN FOR LO <br />AND XUXX- 1T/iM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOPs. <br />LINTEL OF OPENING <br />AND XUXX - IT/OM/0e 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 />SIZE, D <br />WINDOW <br />SIZE N OOMIN 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 />#5 BAR BENT <br />AS SHOWN <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />PRECAST°a 1'� <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL .Z-� <br />MIN EMBEDMENT.1 1/4") 8" <br />SLOPE <br />FROM EACH END AND 18" <br />70 �+ <br />O.C. MAX. MIN 1-1/4" <br />'E <br />m <br />EMBEDMENT <br />9 <br />2x8 (MIN 2 X 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 SENT <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />114") B" FROM EACH END AND SECURE TO SHEATHING W/ <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-114" MIN. 2.12d PER BILK. EA, END <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7116" OSS SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />��ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />BCALE:,,2•=, <br />3 <br />SCALE: 3l4"=l'-0" <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />I <br />> I <br />— <br />SINGLE #5 CORNER <br />BAR, 3OX30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />RAF <br />FILLED CELL BOND. BEAM <br />G8x8 CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN. <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: <br />%SINGLE LINTEL, MULTIPLE OPENINGS <br />� SCALE: 3l4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774.8078 <br />FAX 407-774-4078 <br />www.abdesigngroup.eom <br />AA 11: 0003325 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA. FLORIDA 33634 <br />PN:8134862828 <br />FA%: 8134864802 <br />stMDM A. LOT <br />SILVERADO <br />LOT #15 <br />BLK #13 <br />PROJECT* <br />03719,000-15131 <br />acODN5— D <br />GARAGE aWIATG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />Nov, <br />a TE 10/30/26 <br />aCAL C: 1/4"=1'-O" <br />aiIEET <br />s2.1A <br />