Laserfiche WebLink
#5 CORNER BAR W/ 30' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10- HOOK — <br />30" TYPICAL <br />#5 BAR IN BOND BEAM — <br />CORNER <br />1 REINFORCING OF BOND BEAM <br />SCALE: 3/4'=1'-0' <br />OPEN FACE SHELL SO <br />AS TO ALLOW BENT <br />BAR TO BE PLACED IN <br />UPPER AND LOWER <br />BOND BEAM <br />-115 MIN. REQUIRED IN <br />EACH CELL HOOKED IN <br />TOP BOND BEAM W/ <br />STANDARD ACI HOOK <br />CORNER BARS <br />3 AT CORNER STEP <br />SCALE: 3W=V-0' <br />PROVIDE 3' DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />LE REINF. SARIS), <br />TROUTS BENEATH <br />6 SINGLE LINTEL, MULTIPLE OPENINGS <br />SCALE: 3/4'=1'-0' <br />oFJ <br />aG� <br />Q•PJ" <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />F = FILLED W/ GROUT <br />U = UNFILLED <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />HEIGHT. <br />4. THE LAST COURSE WILL BE A BOND BEAM NTH (1) #5 BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />COURSE OF BOND BEAM IS OMITTED ANO A LINTEL IS PLACED, THE STEEL <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />` <br />W DTH *OF #5'S, IN 2ND BOND <br />BEAM COURSE <br />��16-1T/l M/ B <br />AINL—'+ <br />IT IS THIS ENGINEER'S INTENT <br />HEIGHT# OF #5'S, TOP <br />BND BEAM COURSE <br />THAT XFXX-1T/1MWB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM <br />AND XFXX-1TWMWB INDICATES A <br />SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX -1T/1 WOB INDICATES A <br />DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE -CAST .`a 1F6' <br />WINDOW <br />SILL Z <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />4 SILL CONSTRUCTION <br />SCALE: 1 i/2'=1'-0' <br />ISINGLE #6 CORNER <br />BAR, 3OX30 TURNED <br />RED C BONDBEAM <br />TURNED DOWN INTO STEELIREINF. OF <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />OF ELEVATIONBOND. BEAM CHANGE <br />STEEL REINF. OF <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4'=1'-0' <br />BOND BEAM <br />T� <br />i#6 <br />TYP. 8'X19' Ip <br />BOND BEAM <br />7F--7F <br />8XI6 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8z8 BOND BEAM <br />TO OF <br />W/ (1) #5 BARJBONDf <br />BOND BEAM <br />GROUT SOLID FRTOP <br />LINTEL TO TOP OOFOPENINGBEAM, <br />IF FILLED <br />SEE NOTE 68z8 <br />PRE -CAST COL <br />W/ IBAR <br />MASONRY <br />NGTHOFLINTEL <br />ORENING-zBEAM <br />DESIGNATION <br />OR2Sze <br />PRE -CAST COLINTEL, <br />W/O STETO <br />PLAN FOR LOrna <br />. <br />PRECAST HEADER(MIN) <br />2X4 (MIN 2 X 3) 1-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4') e' FROM EACH END AND <br />18' 0.C, MAX. MIN 1-1/4' <br />EMBEDMENT <br />2.6 (MIN 2 X 3) 2-3/16 TAPCN <br />OR DRIVE PIN (MIN SHANK <br />SIZE.146 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4-) 8- <br />FROM EACH END AND 18' <br />O.C. MAX. MIN 1-1/4' <br />EMBEDMENT <br />2z8 (MIN 2 X 3) 2-3/16 <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 ND AND SECURE TO SHEATHING W/ <br />18' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BILK EA. END <br />EMBEDMENT <br />d• <br />sa <br />OSB SHEATHING <br />WALL <br />ARCHWAY FRAMING DETAIL <br />5 SCALE: 314'=1SCALE: -0� <br />WOODSECR011 <br />FASnWVACNG <br />d.•2• MIN, 2 }' MAX <br />%- 2 t MIN, 9' MAX <br />(2)w <br />*.1} MIN,2 J'MAX <br />•, .I' MIN, 2 k MAX <br />d. .2' MIN, 2 e MAX <br />0. .2 t MIN, 9' MAX <br />M2d <br />a,.1 k' MIN, 2 F.' MAX <br />®.. MIN, 2 }' MAX <br />d..2' MIN, 2 }' MAX <br />e.. 2 r MIN, V MAX <br />M2d <br />0..1 'MIN, 2}'MAX' <br />ea. MIN, 2 e MAX <br />'MUST HAVE 2 OR MORE LONGITUDINAL <br />ROWS OF NAILS <br />NOTE: <br />• ADJACENT NAILS ARE DRIVEN FROM <br />OPPOSITE SIDES OF THE COLUMN <br />• ALL NAILS PENETRATE ALL <br />LAMINATIONS AND AT LEAST 1 k OF <br />THE THICKNESS OF THE OUTERMOST <br />LAMINATION <br />WHERE: <br />d.• END DISTANCE <br />% SPACING BETWEEN ADJACENT FASTENERS <br />IN A ROW <br />a. SPACING BETWEEN ROWS OF FASTENERS <br />a. EDGE DISTANCE <br />DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />8 SCALE: N.T.S. <br />IIII CNITNCTi <br />Grou Tin <br />41 N. RONALD PREAGAN" BLVD.', <br />LONGWOOD, FL 32780 <br />PH: 407-77441078 <br />FAX: 407-7744078 <br />www.abtlesigngroup.com <br />AA #: 0003325 I <br />DRAFTING BY: <br />A.S. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33834 <br />PH: 813888.2828 <br />FAX: 813888.2802 <br />OUNDIV. d# I.OT <br />SILVERADO <br />LOT##8 <br />BLK 13 <br />PRO.TECT# <br />03719.000-08131 <br />MODET <br />JORDYN <br />GARAGE swuaG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. C <br />