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 />-#5 MIN. REQUIRED IN <br />EACH CELL HOOKED IN <br />TOP BOND BEAM W/ <br />STANDARD ACI HOOK <br />CORNER BARS <br />AT CORNER STEP <br />3 SCALE: 3/4"=1' 0' <br />PROVIDE 3" OIA, HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />PLACE STEEL <br />REINFORCING (1-2) <br />AS DEPICTED HEREIN. <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 WITH (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 AND 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. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />F=FILLED W/ GROUT <br />�T •(\A U=UNFILLED <br />NOMINAL # OF A5'S, IN 2ND BOND <br />WIDTH .I/ —BEAM COURSE <br />NOMINAL—i_16-1 T/ .I 1 IVI/ B <br />P <br />9 QFL�G HEIGHT # OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX-1T/1 M/08 INDICATES A DOUBLE BONDBEAM #OF #5'S, BOTTOM <br />AND XFXX-1T,'OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX - 1TH MAB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE -CAST Oa 1'W <br />WINDOW <br />SILL Z <br />- SLOPE <br />TYP.B'x8" <br />BOND BE" <br />01 �1#5 <br />1#5 <br />TYR 8'x16' <br />10 <br />BOND BEAM <br />�•"; <br />21`—iF <br />8x16 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />TOP OF <br />W/ (1) #5 BAR <br />- BOND BEAM <br />GROUT SOLID FROM <br />4TOP <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/#6 BAR <br />LENGTH OFF BAR =WIDTDTH OF <br />MASONRY <br />ORE"'NG-2' <br />BEAM DESIGNATION <br />OR <br />8x8 PRE -CAST CONCRETE <br />SCALE: 3/4"=V-0' <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS <br />Tf1P , <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />SCALE: 1 1/2"=1'-0' <br />SINGLE #5 CORNER 1 <br />BAR, 3OX30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />_E REINF. SARIS), AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />;ROUTS BENEATH BONO.BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />` ' / SCALE: 3/4"=V-0" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />PRECAST HEADER(MIN) — <br />2x4 (MIN2X3)1-3/16 — <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 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 />2x8 (MIN 2X 3)2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4") 8" FROM EACH END AND <br />18' O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />Se <br />2X4 SOLID BLOCKING — <br />SECURE TO SHEATHING W/ <br />MIN. 2-12o PER BLK. EA. END <br />OSS SHEATHING <br />WALL <br />ARCHWAY FRAMING DETAIL <br />WOOD SECTION <br />FASTENER SPACING <br />d, =2" MIN, 2 j" MAX <br />s, = 2 J' MIN, 9" MAX <br />(2)214 <br />s=1}"MIN, 2�'MAX <br />ea =j" MIN, 2 j' MAX <br />86=2"MIN,2j'MAX <br />s.=2 j"MIN, 9"MAX <br />(2)2d <br />}'MIN, 2}"MAX <br />MIN, 2 }"MAX <br />MIN, 2j'MAX <br />'MIN, 9"MAX <br />Icl <br />MIN, 2}"MAX <br />MIN, 2 }'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 }" OF <br />THE THICKNESS OF THE OUTERMOST <br />LAMINATION <br />WHERE: <br />16 = END DISTANCE <br />s, = SPACING BETWEEN ADJACENT FASTENERS <br />IN A ROW <br />s, = SPACING BETWEEN ROWS OF FASTENERS <br />ea = EDGE DISTANCE <br />DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />� SCALE: N.T.S. <br />1 E C N I T E C T E <br />G oujL� <br />41 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 />5438 BEAUMONT CENTER BLVD, <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886-2628 <br />FAX: 813-886-2802 <br />$VHDIV. & LOOT <br />SILVERADO <br />LOT #19 <br />BLK #16 <br />PItOJECT# <br />03719.001-19161 <br />MODEL.• <br />3278—JORDYN II <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH MgNU <br />J1J! <br />DwTE: 07/09/21 <br />SCALE: AS NOTED <br />S2.1A <br />