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NOTES TO THE INSPECTOR/CONTRACTOR TYP 6716' a0 1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL <br />\ 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGgi <br />PLACE STEEL HEIGHT. <br />�\) <br />a0 REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN, i#5 <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />TYR 6ki6' <br />�\•� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. b <br />O��(iPX' 5, SHOULO THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE9-- <br />OF BOND BEAM <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1 <br />TOP OF THE LINTEL. <br />/ 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. L 8 <br />5 �\ �Q 14 <br />VERTICAL REBAR W/ 10" HOOK <br />8x16 DBL. BOND TOP OF <br />BOND BEAM <br />��•% OQP� BEAM W/(1)#5 BAR <br />EACH COURSE <br />'\Q <br />TOP OF 1 <br />• Q�Gr\\aG WB(BOND #5 BAR .�: BOND BEAM ' <br />30" TYPICAL <br />FO F=FILLED W/GROUT <br />I .\1�.0 U = UNFILLED GROUT SOLID FROTOP <br />M <br />\O OF OPENING <br />NOMINAL LINTEL TO TOP BONG <br />LINTEL <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL <br />BEEAAM COURSE <br />#5 BAR IN BOND BEAM <br />SEE NOTE 5 <br />�/c <br />A0\,16-1T/1 p 8x8 PRE -CAST CONCRETE <br />Wl IBAR <br />NOMINAL�� LENGTH OFLINTEL <br />WIDTH OF `' MASONRY <br />? HEIGHT #OF#5'S, TOP �. <br />s OPE"'Nc-r' <br />CORNER <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR ': n BEAM DESIGNATION <br />BOND BEAM <br />THAT XFXX-iT/1M/08 INDICATES ADOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE G SCALE: 3/4"=1'-0" <br />REINFORCING OF <br />AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER <br />IS INTENT <br />SCALE: 3/4"=1'-0" <br />IT THIS ENGINEER'S TO PLAN FOR LOCATIONS <br />AND X- 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTELU%X OF OPENING <br />AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1-T16 <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 1-114' <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />.� 3,�r. <br />PRE-CAST.4 <br />2x6 (MIN 2 X 3) 2J/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL <br />SLOPE <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 11/4")8" <br />FROM EACH END AND 19' <br />O.C. MAX. MIN 1-1/4" <br />O+ <br />EMBEDMENT <br />Q <br />2x8 (MIN 2X 3)2-W16 <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 <br />O.C. MAXIN 1-1 4" <br />18"MIN. 2-12d PER BLK. EA. END <br />V,MUWAUL <br />BOND BEAM MIN. REQUIRED IN <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7M6' OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAYLFRAMING DETAIL <br />AT CORNER STEP <br />SCALE:112=1'-0 <br />5 <br />3 <br />SCALE: 3/4"=1'-O" <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />3 I <br />I <br />SINGLE #5 CORNER <br />BAR, 3Ox3O TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />8x8 CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. SAR(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 />//IfYly <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-0" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />6 SCALE: 3/4"=1'-0 <br />6 1 <br />Groin <br />{41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.a bdealgngmup.eom <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: 813886.282. <br />FAX: $13886.2802 <br />BUDDIV. de LOT <br />SILVERADO <br />LOT #7 <br />BLK #10 <br />PROJECT <br />03719.000 07102 <br />MODELS <br />2368—B <br />GARAGE NVMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DwRTffi 06/09/21 <br />L SCAE: 1/4"=1'—O" <br />SHEET <br />S2.1A <br />