Laserfiche WebLink
#5 CORNER BAR W/ 30' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK <br />;c <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. n8' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL.* <br />V 3, PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />\ PLACE STEEL HEIGHT. <br />REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND <br />CjS\A AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1 <br />\. TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'X,6" <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 <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE -1 #5 <br />/ TOP OF THE LINTEL. <br />A\tJ• O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />ps+9� 806 DBL. BOND TOP OF <br />BEAM W/ (1)#5 BAR BOND BEAM <br /># / 41"D a EACH COURSE <br />8x8 BOND BEAM TOP OF <br />W/(1)#5 BAR . BOND BEAM <br />F =FILLED W/GROUT <br />.LY\O U = UNFILLED GROUT SOLID FROM TOP <br />�1\O NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF#6'S, IN 2ND BOND BEAM <br />BEAM COURSE SEE NOTE 5 <br />�16-1 T/ 1 B PRE -CAST (1) #5C AR (RE'E <br />NOMINAL MASONRY <br />�E LENGTH OF BAR - WIDTH OF <br />Q HEIGHT # OF #5'S, TOP <br />9 OPENING•? <br />BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"-V-0" <br />THAT XFXX - 1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL IL1) REFER <br />AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP <br />OF OPENING <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 i <br />SINGLE BOND BEAM <br />114") W FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-1/4' <br />EMBEDMENT <br />#5 BAR BENT <br />ASSHOWN <br />2x8 (MIN 2 X 3) 2-3/16 TAPCON <br />PRE CAST :.a 1/4' <br />OR DRIVE PIN (MIN SWANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 11W), 8' <br />SLOPE <br />FROM EACH END AND 18" <br />70 <br />m <br />O.C. MAX. MIN 1-1/4' <br />EMBEDMENT <br />4 <br />2x8 (MIN 2 X 3) 2-3I16 <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 SHEATHNG W/ <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 />VCMU.L <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7/16' OSS SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE: 1 1l2"=i'-0' <br />C <br />J SCALE:34"=,'-0 <br />3 <br />SCALE: 3�4"=1'-0' <br />\>�`a % ' <br />PROVIDE 3" DAA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />> I <br />I <br />SINGLE #5 CORNER <br />A" <br />BAR, 30x3O TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />0 <br />I� I III <br />8x8 CMU PEER <br />PROVIDE #5 BAR <br />W! SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN. <br />II / <br />STE EL 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"=1'-O" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.7744078 <br />FAX: 407-7744078 <br />www.abdesWigmup.com <br />L AA #: 0003325 <br />1 <br />may.. <br />numlV. A# LOTt <br />ABBOTT PARK <br />LOT #30 <br />BLK. #8 <br />11tOJIDCT <br />04181.00t-30083 <br />MtODaL' <br />3EEB <br />"2260- ELSTON" <br />GAIeAOa SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DATM,. 11/28/19 <br />splEw <br />S2.1A <br />numlV. A# LOTt <br />ABBOTT PARK <br />LOT #30 <br />BLK. #8 <br />11tOJIDCT <br />04181.00t-30083 <br />MtODaL' <br />3EEB <br />"2260- ELSTON" <br />GAIeAOa SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DATM,. 11/28/19 <br />splEw <br />S2.1A <br />