Laserfiche WebLink
mm'14 <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. S*x8* 9.1i"ll <br />1 PLACE LINTEL ACROSS TOP OF OPENING, <br />SONDBEAM <br />i IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL, <br />3, PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />PLACE STEEL HEIGHT. <br />REINFORCING (1.2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 96 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. PSI, <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8. x16' <br />S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 30"LAP FOR EACH <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />9-1., 5 <br />COURSE OF BOND BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />6 UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16'DEEP. <br />VERTICAL REBAR Wl 10'HOOK <br />8xl6 DEL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />8X8 BOND BEAM <br />0 W1 (1) #5 BAR BOND BEAM <br />LOF.P <br />30" TYPICAL <br />F FILLED W/ GROUT <br />U UNFILLED GROUT SOLID FROM To' <br />NOMINAL LINTEL TO TOP OF BONDI NIN-. <br />#0 NT : <br />WIDTH F #5'S IN 2ND BOND BEAM, IF FILLED LINTEL. <br />#5 BAR IN BOND BEAM <br />BEAM C��RSE <br />SEE NOTE 5 <br />N . T <br />SX8 PRE -CAST CONCRETE <br />16-1 T/1 13 . U <br />LINTEL W/ (1) #6 BAR (1.2) <br />N INAL H <br />LENGTH OF BAR WIDTH OF MASONRY <br />7, <br />CORNER <br />HoElIGHT # F #S'S, TOP OPENING - 2' <br />ITISTHISEN INEERSINTENT BOND BEAM COURSE OR BEAM DESIGNATION <br />2 <br />OF <br />THAT XFXX - ITA MM INDICATES A DOUBLE BOND BEAM #S'S, BOTTOM SX8 PRE -CAST CONCRETE SCALE: 314'-l'-W <br />REINFORCING BOND BEAM <br />AND XFXX - ITIOW08 INDICATE$A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Ll) REFER <br />SCALE: 3/4'-l'-O' <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />C TOP <br />AND XUXX - 1T/1 MIDS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINT L OF OPENING <br />AND XUXX - 1 TIOW08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED UNTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />2X4 (MIN 2 X 3) 1-3/16 <br />AT HIGHER ELEVATION <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE. 145 MIN HEAD <br />WINDOW <br />SIZE.300 M N EMBEDMENT I <br />SINGLE BOND BEAM <br />114') 8' FROlmll 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 />1 <br />2X6 (MIN 2 X 3) 2-3/16 TAPCON <br />PRE -CAST 3 1 <br />I <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE. 145 MIN HEAD SIZE.300 <br />SILL z <br />MIN EMBEDMENT 1 114') 8' <br />SLOPE <br />FROM EACH END AND 1 S' <br />O.C, MAX. MIN 1,1/4' <br />?24 <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3/16 <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 I 2X4 SOLID BLOCKING <br />X SOL' B'DC I <br />D KN. <br />BAR TO BE PLACED IN <br />1/4') 8' FROM EACH EN AN. SECURE TO SHEATHING W/ <br />SECURE To SHEATHING W' <br />UPPER AND LOWER <br />#5 MIN. REQUIRED IN <br />iWO.C. MAX. MIN 1-114? MIN. 2-12d PER BUK. EA. END <br />M'N 2_' 2d PER ELK EA END <br />BONDBEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W1 <br />6 SH _ATHING <br />7116'OSB SHEATHING <br />7 'l C <br />TANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />CORNERBARS <br />FRAMING DETAIL <br />AT CORNER STEP <br />(DAARgCHWAY <br />SCALE: 3/4".l'-O' <br />PROVIDE 3'DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />SINGLE #5 CORNER <br />BAR, 30x3O TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />SX8 CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE RELNF. SAR(S), <br />AT EACH SIDE <br />SEE PLAN. <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGEIN <br />r-"� ELEVATION OF BOND BEAM <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />1441 N. RONALD REAGAN BLVD <br />ORLANDO, FIL 32750 <br />PH: 407-774-6078 <br />L AA#:0003325 <br />r DRAFTING BY, <br />A.B. DESIGN GROUP <br />DRAFrING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />pN'8i348S­2S2S <br />FAX: 8i3406-2SO2 A <br />P <br />rgltMDIV. a. MP <br />SILVERADO <br />LOT #22 <br />BLK #10 <br />]pnojm4cT# <br />03719,000-22101 <br />'?f9T--* CAMDEN <br />GARAGIC 8WINCk <br />LEFT <br />DETAILS <br />%,.150 MPH EXP. Bi <br />