Laserfiche WebLink
95 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />30'TVPICnL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 <br />SCALE: 3/4"=1'-0' <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. 9W' , <br />i. PLACE LINTEL ACROSS TOP OF OPENING. 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�c <br />PLACE STEEL HEIGHT. <br />cV RENFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND <br />dGt� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SOTHATTHEN THE LAST 1+` <br />YV TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"XI6' m <br />OBE / 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 <br />/ TOP OF THE LINTEL. <br />/ n MAN. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. o <br />/ Pig 8z18 DBL. BOND �F <br />/ 2 eQP BEAM W/(1)#S BAR BOND BEAM <br />��0� EACH COURSE <br />• <br />• 8x8 BOND BEAM TOP <br />W/(1)#S BAR .e�: BOND BEAM <br />F =FILLED W/GROUT <br />'(�� U =UNFILLED GROUT SOLID FROM T P <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH (((���# OF #5'8, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />/ BEAM COURSE SEE NOTE k <br />1.6-1 T/ 1 M/ B 8x8 PRE -CAST CONCRETE <br />�µE NOMINAL �� LINTEL W/(1)#5 BAR(L2) <br />HEIGHT # OF #5'S, 70P LENGTH OF BAR = WIDTH OF MASONRY <br />OPENING -2' BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR <br />THAT XFXX-1T/1MABINDICATES A DOUBLE BOND BEAM #OF #5'S, BOTTOM BXB PRE -CAST CONCRETE SCALE:34"=1'-0 <br />AND XFXX- iTJOWOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER 4. <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX -1TA MOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX - iTAMMO 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 />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 />_ <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />9 14 <br />PRE -CAST ..A <br />WINDOW <br />2.0 (MIN 2 X 3) 2-3116 TAPCON <br />ORDRIVE PIN(MINSHANK <br />SIZE. 145 MIN HEAD SIZE.300 <br />SILL <br />MIN EMBEDMENT 1 1/4") 8" <br />- SLOPE <br />FROM EACH END AND 18" <br />1p, <br />m <br />O.C. MAX. MIN 1-14' <br />2g <br />EMBEDMENT <br />4 <br />2.8 (MIN 2 X 3) 2-3/16 <br />TAPCON PIN N <br />OPEN FACE SHELL SO <br />SHANK SIOZE.145 MEN HEAD <br />AS TO ALLOW BEM <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 />UPPER AND LOWER #5 MIN. REQUIRED IN <br />O.C. MAX. MIN 1-1/4" MIN, 2-12tl PER BLK. EA. END <br />VCMU <br />BBEAM EACH CELL HOOKED IN <br />EMBEDMENT <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7116" OSB SHEATHING <br />STANDARD ACI 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:112=r-a' <br />5 <br />SCALE: 3/4"=1'-0' <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT, <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />I I <br />— <br />3. <br />I <br />I <br />SINGLE #5 CORNER <br />u <br />I <br />BAR, 30x3o TURNED Up <br />STEEL REINF OF <br />fP I <br />pp0 II / <br />ORTURNED DOWN INTO <br />FILLED CELL BOND. BEAM <br />II I II / <br />BXB CMU PIER <br />PROVIDE #5 BM <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN. <br />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 <br />SCALE: 3/4-T-O' <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />6 <br />SCALE'. 3/4"=V-0' <br />.1 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdestpgro up.com <br />AA #: 0003325 <br />O <br />R <br />eumly as Lom <br />ABBOTT PARK <br />LOT #42 <br />BLK #7 <br />P1WJWTp <br />0418 0-42071 <br />1[O1"m <br />3EEB <br />"2260—ELSTON" <br />GARAGN 8WUa3: <br />LEFT <br />PAGIL <br />DETAILS <br />160 MPH EXP. C <br />Dw09/21/21 <br />BCA=: 1/4"=f-0" <br />miser <br />%S2.1A <br />