7010 Steer Blade Dr - Laserfiche WebLink

Browse Search

#5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK - 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR np.g"xlr 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING OF REINFORCING (1_2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #6 BAR CONTINUOUS AROUND �aG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 b TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / TOP OF THE LINTEL. o. , A\!\-�Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN IS'DEEP. � 8x18 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM • / \O�� 0 EACH CODURS,E, .* 80NO BEAM- F =FILLED W/ GROUT • ��G�\�G W// (1 #5 BAR 8x8 BOND MI -ND q\AN U WILLED GROUT SOLID FRTOP SL\� NOMINAL LINTEL TO TOP OOF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED BEAM COURSE SEE NOTE5 16-1 T/1 � B LINTEL W/ (1)#5 HEGHT # QF #5'8, TOP LENGTH OF BAR MASONRY OPENING-2"IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE ORBEAM DESIGNATION THATXFXX-1TnMN8INDICATESADOUBLE BOND BEAM #OF #5'S, BOTTOM 8x8 PRE -CAST CSCALE: 3/4"=1'-0"AND XFXX-1T/OMme INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEIT IS THIS ENGINEER'S INTENT TO PLAN FOR LO AND XUXX- 1T/1M/0B INDICATES DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX- 1TIOM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)13/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION .145 MIN HEAD WINDOW SIZESHAN300 MEN EMBEDMENT 1 SINGLE BOND BEAM 114") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-11C EMBEDMENT #5 BAR BENT AS SHOWN 2X6 (MIN 2 X 3) 2-3/16 TAPCON .3 19 PRE -CAST .a OR DRIVE PIN (MIN SHANK WINDOW SZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 114") 8" 'a SLOPE FROM EACH END AND 18" N 1-i14" EMBEDMENT 4 2x8 (MIN 2 X 3) 23N6 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SZE .300 MIN EMBEDMENT i 2X4 SOLID BLOCKING BAR TO BE PLACED IN IW)8" FROM EACH END AND SECURE TO SHEATHING WI /7/16"OSB UPPER AND LOWER #5 MIN. REQUIRED 18" O.C. MAX, MIN 1-1/4" MIN. 2-12d PER BLK. EA. END VCMU BOND BEAM D EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL i1 SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP 3 SCALE: 3/4"=V-0" v PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT, REINF. BAR CONTINUES THROUGH LINTEL. ` I ISINGLE #5 CORNER I p BAR, 3Ox30 TURNED UP rb O I I OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 6 II I III / 8X8 CMU PIER PROVIDE #5 BAR u W/SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. I I / STEEL REINF. Of OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 : 3/4"=1'-O" SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=1'-O" A I C N I T I C T I Grown AL N. RONALD REAGAN BL) LONGWOOD, FL32750 PH: 407-7746078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003326 IpR UDDIV. ae LSILVERADO LOT #1 BLK 13 OJECT* MODEL" "2558-HAWTHORNE" GARAGE 81111MG: LEFT PAGE: DETAILS 150 MPH EXP. B pRmT DAM 06/11, ECALE: 1/4"=1'-0" nice= s2.1.A