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NOTES TO THE INSPECTOR/CONTRACTOR TYP 6X6' ;o 1115 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />�O REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. �#5 <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED 50 THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR e'k16" <br />7O <br />5. SHOULD 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 />COURSE OF BOND BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#6 <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 />1" �,\ <br />P� ' !! 8x16 DBL. BOND TOP OF <br />-ti QfL� BEAM W/(1)#5 BAR BONDBEAM <br />a EACH COURSE <br />•\Q� <br />G 8x8 BOND BEAM TOP OF <br />BOND BEAM <br />• OQTG�\� W/(1)#5 BARIND <br />30" TYPICAL <br />F FILLED W/GROUT <br />I .�\>.O� U =UNFILLED GROUT SOLID FROMTOP <br />f1\� NOMINAL LINTEL TO TOP OF BOOF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINT <br />BEAM COURSE <br />#5 BAR IN BOND BEAM <br />SEE NOTE 5 <br />�/c <br />16-1 T/ 1 B 8x8 PRE -CAST CONCR <br />NOMINAL—� LINTEL W/ (1) #5 BAR ( <br />LENGTH OF BAR = WIMASONRY <br />P� HEIGHT # OF #5'S, TOP <br />QPE"'NG-2'BEAM <br />CORNER <br />DESIGNATION <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE ORREINFORCING <br />THAT XFXX-1T/1 M10B INDICATES A DOUBLE BOND BEAM #OF WE, BOTTOM 8x8 PRE -CAST CONCRAND <br />OF BOND BEAM <br />XFXX-1T OM DB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LIT <br />IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATI <br />AND XUXX - ITn MM INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL 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)1.3/16 <br />SINGLE BOND BEAM <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />-1 v <br />SIZE.300 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1X') 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />16' O.C. MAX. MIN <br />_ <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />� <br />, <br />2x6 (MIN 2X 3)2-3/16 TAPCON <br />,a31M., <br />PRE -CAST 4 <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL <br />SIZE.145 MIN HEAD SIZE.300 <br />MIN EMBEDMENT 1 1/4") 6' <br />pQ SLOPE <br />FROM EACH END AND 19' <br />1-1/4" <br />EMBE <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-N16 <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 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />/2- <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-114' MIN. 2-12d PER BLK. EA. END <br />vc."W" <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7116' OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAYFRAMING DETAIL <br />AT CORNER STEPSCALE: <br />5 <br />q <br />1 <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 />BAR, 30x30 TURNED UP <br />CEO <br />I I <br />OR TURNED DOWN INTO STEEL REINF OF <br />9 <br />�F <br />I I / <br />FILLED CELL BOND. BEAM <br />8x8 CMU PIER <br />PROVIDE 45 BAR <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN. <br />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 />6 SCALE: 3/4"=1'-0" <br />LLC. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 81.3,886-2628 <br />16. FAX: 813-886-2802 <br />SusDIV. & LOT <br />SILVERADO <br />LOT #14 <br />BLK. #16 <br />PROJECT <br />03719.001-14161 <br />MODEL <br />GARAGE 9TfWC3: <br />PAGE: <br />DETAILS <br />150 MPH E <br />ATE- <br />D7/09/21 <br />SATE: <br />SCALE: <br />SHEET <br />S2.1A <br />