Laserfiche WebLink
IF <br />05 CORNER BAR WI30' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 1O' HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 SCALE: 3/4'=1'-O' <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. S'x8' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND SEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BARING <br />PLACE STEEL HEIGHT. <br />�O REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) OS 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. TYP. 8'x18' <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND SEAM <br />/ RCOURSE <br />NFORCING OR THE BOTTOM BOND BEAM S TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. I• B• I• <br />�F----�F <br />/ pv,Nc-, �\ P'�0 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. OX16DBL BOND TOP OL* <br />/ �a •`L 0, QP��� BEAM W/ (1) 5 BAR BOND BEAM <br />• /\O EACH COURSE <br />G 8XB BOND BEAM TOP OF <br />• TG�\� W/ (1) #5 BAR BOND BEAM' <br />,�AD�C U = UINFILD WDI GROUT GROUT SOLID FROM •` OP <br />.jl\0 NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL, <br />BEAM COURSE <br />SEE NOTE 5 <br />b.;� 16-1 T/1 M/ B Bx8 PRE -CAST CONCRETE <br />,cS�F�P NOMINAL�� LINTEL W/(1)#6BAR (L2) <br />a QQL HEIGHT # OF #5'S, TOP LENGTH OF OPENING rBAR =WIDTH OF MASONRY <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR <br />2 BEAM DESIGNATION <br />THAT XFXX-1T/1 MODS INDICATES A DOUBLE BONDBEAM #OF WE, BOTTOM Bx8 PRE -CAST CONCRETE SCALE: 314'=1'-W <br />AND XFXX-1T/OMDB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM A80VE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX- 1TAMMB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />DBL. BOND BEAM <br />AT HIGHER ELEVATION <br />2x4 (MIN 2 X 3) 1-3116 <br />TAPCON OR DRIVE PIN (MIN <br />DBL. BOND BEAM <br />SHANK SIZE.145 MIN HAD <br />AT LOWER ELEVATION <br />WINDOW <br />1/4') B FROM ACHSIZE.300 MIN E NDENT I <br />AND <br />18. O.C. MAX. <br />#5 BAR BENT <br />AS SHOWN <br />EMBEDMENT <br />i�)p. <br />2X6 (MIN 2 X 3) 2.3/18 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />PRE -CAST =3 14' <br />SIZE.145 MIN HEAD SIZE .300 <br />WINDOW <br />MIN EMBEDMENT 1 1/4') B' <br />1p. 2a <br />SILL <br />FROM EACH END AND 1a' <br />e SLOPE <br />O.C. MAX. MIN 1-114' <br />p <br />m <br />EMBEDMENT <br />OPEN FACE SHELqlN <br />2X8 (MIN 2 X 3) 2-3/18 <br />TAPCON OR DRIVE PIN (MIN <br />AS TO ALLOW BE <br />ALLOW <br />SHANK SIZE.145 MIN HEAD <br />SAT TO PLACE <br />UPPER AND LOWE <br />MIN EENDEAND NT I 2X4 SOLID BLOCKING <br />FROM <br />BONDS MIN. REQUIRED IN <br />i141Z 8 EACH0 SECURE TO SHEATHING W/ <br />/7/16'OSB <br />EACH CELL HOOKED IN <br />18' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK, EA. END <br />v <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />STANDARD ACI HOOK <br />SHEATHING <br />CORNER BARS <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />AT CORNER STEP <br />SILL CONSTRUCTION <br />n <br />ARCHWAY FRAMING DETAILS <br />3 <br />SCALE: 1 1/2'=1'-0' <br />5 <br />PROVIDE 3' DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />II <br />SINGLE #5 CORNER <br />A <br />BAR, 3OX30 TURNED. <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />8x8 CMU PIER <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <br />I <br />PROVIDE #5 BAR <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 />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7 <br />SALE: 4' <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />V SCALE: 3/4'=1'-0' <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />W IV W.abdealgngrou p.com <br />L AA #: 0003326 <br />d <br />" C <br />SUSDM & L.07 <br />ABBOTT PARK <br />LOT #8 <br />BLK #8 <br />PROJECT <br />04181.000�--08081 <br />MoDELa <br />4EAB <br />"1672-ARIA" <br />GARAGE HIKING: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH E C <br />