Laserfiche WebLink
NOTES TO THE INSPECTOR/CONTRACTOR TYR 61c8" m 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 />PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8 �c <br />�O REINFORCING (1-2)4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND 11� r\G� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />\Y' TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 6h16' �p <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 />OJ COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />11� <br />COURSE OF BOND BEAM <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. o„ , <br />/ 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />VERTICAL REBAR W/ 10" HOOK <br />S �\ ��O <br />PO � f�TG 8x16 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BE <br />EACH COURSE <br />'\O <br />G 8x8 BOND BEAM TOP OF <br />• W/(1)#5 BAR .y�_ BONDBEAM <br />30" TYPICAL <br />�OQ�GN\\, <br />F = FILLED W/ GROUT <br />I .\Y\O U =UNFILLED GROUT SOLID FROM TOP <br />.p1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH OF IN BOND BEAM, IF FILLED LINTEL. <br />#5 BAR IN BOND BEAM <br />CO E <br />BEAM COURSE <br />SEE NOTE 5 <br />16-1 T/1 8x8 PRE LAST CONCRETE <br />6S FED NOMINAL�� LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF MASONRY <br />Q�y�L HEIGHT # OF #5'S, TOP OPENING-2' <br />CORNER <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR n BEAM DESIGNATION <br />THAT XFXX -1T/i M/OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE L SCALE: 3/4"=V-0" <br />REINFORCING OF BOND BEAM <br />AN O XFXX- 1T/OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/o STEEL (Lt) REFER <br />THIS <br />SCALE: 3/4"=1'-0" <br />IT IS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX-1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX-1T/DM/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 />SIZE .300 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/4") &' 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 />.a 3 <br />2x6 (MIN 2 X 3) 2J/16 TAPCON <br />PRE -CAST 4 1ta„ <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL 5 <br />MIN EMBEDMENT 1 1/4") 8" <br />SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />O <br />EMBEDMENT <br />0 <br />2x8 (MIN 2X3)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") e" FROM EACH END AND SECURE TO SHEATHING W/ <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-1/4" MIN, 2-12tl PER BLK. EA. END <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 />CMU WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />4: <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE1 1/2"=1' -0" <br />5 SCALE 34"=1'-0" <br />08 <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 />BAR, 3Ox30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />EF <br />FILLED CELL BOND. BEAM <br />8x8 CMU PIER <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: 3l4"=1'-0' <br />G SINGLE LINTEL, MULTIPLE OPENINGS <br />V SCALE: 3/4"=1' 0" <br />A It N I T! C T t <br />6 <br />GIFouOLL . <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngmup.mm <br />AA #: 0003325 go <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: 8134386.2628 <br />FAX: 813586.2802 <br />SUHDIV. & LOT <br />SILVERADO <br />LOT #20 <br />BLK #16 <br />PROJECT <br />03719.00 -20161 <br />MODET- <br />2368- <br />GARAGE aWINd: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH B <br />