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#5 CORNER BARD 30" LAP FOR EACH <br />COURSE OF BOND BEM <br />VERTICAL REBAR W/ 10" HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 SCALE: 3/4"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"X8" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEM 1#J <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 8" <br />\, PLACE STEEL HEIGHT 3. PLACE <br />E GATE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND ' <br />�G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />�E TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8"xt6" <br />BOND BEM <br />5. p I� COURSELD THE DOUBLE BOND BEAM OF BOND BEM IS OMITTED AND A LDNEWITH A LINTEL THE TEL S PLACED, THE STEEL <br />REINFORCING FOR THE BOTTOM BOND BEM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />TOP OF THE LINTEL. <br />/ ps+Ng \N' p 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.TOP OF <br />BOB DBL. - <br />/ ,�\A•�' � OND <br />BEAM W/ (8 #5 BAR BOND BEAM <br />vj\O 0 EACH COURSE <br />G <br />Wl BOND BEM Top <br />M <br />pt�p F=FILLEDW/GROUT W1(,)5BAR '.'�: BOND BEAM <br />I U =UNFILLED GROUT SOLID FROM T P <br />NOMINAL # OF #5'S, IN 2N0 BOND LINTEL TO TOP OF BOND OF OPENING <br />WIDTH BEAM, IF FILLED LINTEL. <br />��jf%/ BEAM COURSE SEE NOTE 5 <br />A\a p 16-1 T/ 1 1 Y I/ v 8x8 PRE -CAST CONCRETE <br />Q9 QP�NOMINAL LINTEL W/(,)#SBAI2DT MASONRY <br />HEIGHT'S LENGTH OF BAR =WIDTH OF <br />ig # OF #5'S, TOP OPENING - 2" <br />IT IS THIS ENGINEER'S INTENT BOND BEM COURSE OR 2 BEAM DESIGNATION <br />THAT XFXX-1T/1MAB INDICATES A DOUBLE BOND BEAM #OF#SS, BOTTOM Bx8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0" <br />AND XFXX- 1T/OMMS INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX- 1T/1WOS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED T <br />LINTEL OF OPENING <br />AND XUXX - 1TMWOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2X 3),3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1.114" <br />EMBEDMENT <br />Zx6 (MIN 2 X 3) 2-3I16 TAPCON <br />PRE -CAST `a ,14" <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4") IT" <br />SLOPE <br />FROM EACH END AND 18' <br />O.C. MAX. MIN,-tl4" <br />EMBEDMENT <br />2X8 (MIN 2 X 3) 23116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BLK. EA. END <br />VCMU <br />EMBEDMENT <br />7116" OSS SHEATHING <br />TYPICAL MASONRY WINDOW <br />WALL <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAIL <br />- <br />SCALE: 3X'=l'-a' <br />r <br />SINGLE #5 CORNER <br />BAR, 3040 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />tj <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />1441 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX 407-774.4078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />�y <br />a <br />a <br />Hill <br />'�ayr <br />O <br />V <br />Li <br />WW <br />8UBDIV. !c LOT <br />ABBOTT PARK <br />LOT 5 <br />BLK 10 <br />PROJECT <br />04181.00 05104 <br />UODEL1 <br />4EBB <br />"1828-CALI" <br />ARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />L160 MPH up. ic <br />