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NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP 8"x8" m 1 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2, IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />�\,\\AS�� <br />�O REINFORCING (L2) 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 />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. e"x16' IO <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />OJE / <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />COURSE OF BOND BEAM <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />/ <br />TOP OF THE LINTEL. <br />/ 6, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. = <br />VERTICAL REBAR W/ 10" HOOK <br />�Q <br />Q05 F�G� 806 DBL. BOND TOP OF <br />BEAM W/ #5 BAR BOND BEAM <br />/ V\ pP� (1) <br />EACH COURSE <br />•\O� <br />6 8x8 BOND BEAM TOP OF <br />• OQE�\a W/(1)#5 BAR .y: BOND BEAM <br />30" TYPICAL <br />F = FILLED W/ GROUT <br />.\Y\O� U =UNFILLED GROUT SOLID FROM TOP <br />.p1\� 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 />p 8x8 PRE -CAST CONCRETE <br />A\X�O 16-1 T/1 <br />O <br />R(T MASONRY <br />p�S(GF�FL NOMINA L�� LIN LENGTH BAR <br />� LENGTH OF BAR =WIDTH OF <br />P� HEIGHT # OF #5'S, TOP <br />0 OPENING-2" <br />CORNER <br />IT IS THIS ENGINEER'SIMENT BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />REINFORCING OF BOND BEAM <br />THAT XFXX- 1T/1 WOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE 3/4"=1'-0 <br />1 <br />AND XFXX- IT,OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />SCALE: 3/4"=1'-O" <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX - iT/1 M,DB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOPs. <br />LINTEL OF OPENING <br />AND XUXX - iT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2.4 (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 />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />.31K <br />PRE -CASTOR <br />DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE -300 <br />SILL <br />MIN EMBEDMENT 1 1/4") 8" <br />tFN <br />SLOPE <br />FROM EACH END AND 16' <br />Ton G" <br />O.C. MAX. MIN 1-1/4" <br />2" <br />M <br />EMBEDMENT <br />_ <br />2xe (M I N 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 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 />i6' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA. END <br />VCMU <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 />WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />`t <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE 112'=1'-0' <br />C <br />J <br />J <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 <br />SINGLE #5 CORNER <br />A <br />BAR, 30x3O TURNED UP <br />Ct` f�0 I <br />OR TURNED DOWN INTO STEEL REINF. Of <br />P�F II / <br />FILLED CELL BOND. BEAM <br />6 <br />II I II / <br />I <br />u <br />II <br />II / <br />II <br />8z8 CMU PIER <br />G <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />SEE PLAN. <br />/ <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"=l'-0" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />r"AECE IT ECT81 <br />Grou0L�. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 , <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886-2628 <br />FAX: 813-88&2802 Of <br />SVSDIV. & L.OT <br />SILVERADO <br />LOT #13 <br />BLK #16 <br />PR,oJECT# <br />03719.001-13161 <br />MODEL• <br />2795-D <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />15 PH FAB <br />