Laserfiche WebLink
NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"x6" °D 1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE 95 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />PLACESTEEL HEIGHT. <br />,\NOF 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 COURSESND BEAMS WITH A BAR IN EACH COURSE. TYR <br />6t <br />5 THE DOUBLE BON 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 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 />S. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.--,1< <br />VERTICAL REBAR W/ 10" HOOK <br />BDBL. BOND TOP OF <br />P,05�F�G <br />QP BEAM W/#5 BAR BONG BEAM <br />/ $ <br />�\O EACH COURSE <br />� <br />8x8 BOND BEAM OF <br />' OQ\ W/(1)#5 BAR .� BOND BEAM <br />30" TYPICAL <br />.\�.0� U = UNFILDE /GROUT GROUT SOLID FROM TOP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM <br />SEAM COURSE <br />#5 BAR IN BOND BEAM <br />� SEE NOTE 5 <br />A\a TGO 6-1 T/1 M/ B 8x8 PRE -CAST CONCRETE <br />NOMINAL LINTEL W/ (1) 05 BAR (L2) <br />LENGTH OF BAR = WIDTH OF MASONRY <br />CORNER <br />QP HEIGHT # OF #6 TOP <br />Q OPENING-2" <br />BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />REINFORCING OF BOND BEAM <br />IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM 6x8 PRE -CAST CONCRETE SCALE: <br />1 <br />THAT XFXX - 1T/lM/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L7) REFER <br />SCALE: 3/4"=1'-0" <br />AND XFXX-1T/OWOB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 13/16 <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 />#5 BAR BENT <br />AS SHOWN <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />e3 i/4" <br />PRE -CAST <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4') W <br />e SLOPE <br />FROM EACH END AND 18" <br />1-114" <br />EMBEDMENTN <br />0 <br />2x8 (MIN 2 X 3) 2-3l16 <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 />/7/lF'OSB <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BILK. EA. END <br />VCMU <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />SHEATHING <br />STANDARDACI HOOK <br />TYPICAL MASONRY WINDOW <br />WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />scALE:11lz'=r.a' <br />C <br />3 <br />SCALE: 3/4".V-W <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />> <br />- <br />I <br />SINGLE #5 CORNER i <br />A <br />BAR, 3WO TURNED UP <br />tJ` PLO <br />I I <br />OR TURNED DOWN INTO STEEL REINF. OF <br />�F <br />P I I / <br />FILLED CELL BOND. BEAM <br />g <br />II I II � <br />I u <br />II <br />I�8x8 <br />II <br />CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. SAR(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 />LINTEL <br />CHANGE IN <br />BOND BEAM <br />CDIELLEVnAT�IOOF <br />SCALE: 3/4".V-0" <br />6 SINGLE LINTEL, MULTIPLE OPENINGS <br />SCALE: 3/4".1'-0" <br />1441 N. RONALD REAGAN 81 <br />LONG WOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.eom <br />1 AA B: 0003325 <br />r <br />l <br />011111 <br />Allill. <br />mm <br />aVHDIV. d# LOT <br />SILVERADO <br />LOT #5 <br />BLK. #12 <br />PROJECT* <br />04128,001-05121 <br />MODEIA <br />4EBB <br />"1828-CALI" <br />GARAGE BWMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />013 <br />Dp� 8/16/18 <br />8CALE: 1/4"=V-0" <br />WHEET <br />s2.1A <br />