Laserfiche WebLink
NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP. 8"XI , <br />le <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING le8�� �e <br />PLACE STEEL HE <br />�\,\\A��� <br />NO REINFORCING (1-2) 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 />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. TYP. 8'k16" ;ot lu <br />CORNER BAR W/ 3d' LAP FOR EACH <br />o�(SP <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL#5 <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 />A \�' 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />/ <br />VERTICAL REBAR W/ IXHOOK <br />/ �5• i�o 8X16 DBL. BOND TOP F <br />QiiF' BEAM W/(1)#66AR BONDBEAM <br />/ �•�' <br />EACH COURSE <br />G 8z8 BOND BEAM TOP OF <br />W/(1)05 BAR .y_ BOND BEAM <br />30" TYPICAL <br />1 F =FILLED W/GROUT <br />I\ �\AO U UNFILLED GROUT SOLID FROM OP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />#5 BAR IN BOND BEAM <br />BEAM COURSE <br />SEE NOTE 5 <br />Olt�(O E-C#5 <br />T/1 RL <br />5 „16-1 LLIN E88 <br />W/(1 BAR 1.2)E <br />NAL <br />LENGTH OF BAR=WIDTH OF MASONRY <br />CORNER <br />HEIGIHT #OF#5'S,TOP <br />a OPENING-2' <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR �1 BEAM DESIGNATION <br />REINFORCING OF BOND BEAM <br />THAT XFXX-17tt1M OB INDICATES A DOUBLE BOND BEAM #OF OVS, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1'-d' <br />1 <br />AND XFXX- gM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER <br />IT IS THIS ENGINEER'S INTENT <br />SCALE: 3l4"=1'-(T' <br />TO PLAN FOR LOCATIONS <br />AND XUXX-1T/1 M10B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX- iT/DMNB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <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 />19' O.C. MAX. MIN 1-1/4' <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />2.6 (MIN 2 X 3) 2-3/16 TAPCON <br />PRE -CAST 'a 1YS' <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4") 8' <br />SLOPE <br />FROM EACH END AND 16' <br />EMBEDMENTN <br />2x8 (MIN 2 X 3) 23/16 <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 />1l4" 8" FROM EACH END AND SECURE TO SHEATHING <br />UPPER AND LOWER #6 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-114' N <br />MIN. 2-12d PER ELK. EA END <br />VCMUWALL <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7/16' OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />��SILL CONSTRUCTION <br />CORNER BARS <br />"* <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />3 <br />SCALE: 1 ,/2'=1'-0" <br />5 SCALE: 3/4"=l'-V' <br />SCALE: <br />\a� •� , <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />ISINGLE <br />#5 CORNER I <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />R�fr II / <br />FILLED CELL BOND. BEAM <br />0 <br />II I III / <br />8x8 CMU PIER <br />PROVIDE #5 BAR <br />W! SINGLE OR DOUBLE REINF. BAR(S), <br />AT <br />EACH SIDE <br />SEE PLAN. <br />I 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"=1'-0" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />V SCALE: 3/4"=1'-0" <br />r A R C N IT R C T E <br />Group <br />1441 N. RONALD REAGAN BL\ <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.BbdoeigngrouP•com <br />L AA M: 0003325 <br />s Dxv Z w- <br />SILVERADO <br />LOT #11 <br />BLK. #14 <br />PROJECT <br />03719.00�0-11141 <br />MODEL: <br />"2558—HAWTHORNE" <br />GARAGE e11/7No: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 . B <br />