7009 Steer Blade Dr - Laserfiche WebLink

Browse Search

#5 CORNER BAR WI 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REB*HOOK #5 BA CORNER REINFORCING OF BOND BEAM 1 SCALE: 3l4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYR a"Xe" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#.5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \, PLACE STEEL H3. EIGHT, OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND NG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. n16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM OJT COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL i#5 REINFORCING FOLINTR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP L. �6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16"DEEP. �BEA DBL. BOND P OF BEAMWI (1) #5 BAR BONG BEAM EACH COURSE 8X8 BOND BEAM TOP OFOQGW/(1)#5 BAR . BOND BEAM F =FILLED WI GROUT I .�\AU = UNFILLED GROUT SOLID FROMTOPNOMINAL LINTEL TO TOP OF BONDOF OPENINGWIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 �,16-1T/1B 81NTRW/(,)#50BAR (L2)E pY_`F NOMINAL LENGTH OF BAR WIDTH OF MASONRY Qtv HEIGHT #OF#5'S, TOP IT STHISENGINEER'SINTENT BOND BEAM COURSE OPENING-2" 2 BEAM DESIGNATION THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8X8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0" AN XFXX- 1T/OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER IT IS THIS ENGINEER'S INTENT AND XUXX - 1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX- 1T/0MI0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2X4 (MIN 2 X 3)1-Tl6 S SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4') 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-114" EMBEDMENT #5 BAR BENT AS SHOWN ON PRE -CAST 'a 1K" OR DRIVE PIN)(MNISHANK WINDOW SILL SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" 'a SLOPE FROM EACH END AND 18" N 1-1I4" EMBEDMENT 9 2X8 (MIN 2 X 3) 2-0/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW SENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 114") 8" FROM EACH END AND SECURE TO SHEATHING WI /7116'OSB UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN, 2.12d PER ELK. EA. ENO VCMUWAUL BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE: i t/T=1'-0 5 SCALE: 3/4"=1'-0" 3 SCALE: 3/4"=l'-0" PROVIDE 3" OIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I ISINGLE #5 CORNER BAR, 3000 TURNED UP OR TURNED DOWN INTO OF � BSTEEL OND.BEAM FILLED CELL ( II U I�LEI, (I 8X8 CMU PIER I PROVIDE #5 BAR W/SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. I / ENSURE THAT PIER GROUTS BENEATH STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3I4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4'=1'-0` A R C N I T I C T B Rn 141 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-7744078 www.abde6 gngrOUP.com AA #: 0003325 DRAFTING BY. A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813686-2628 FAX: 8134862802 BIIIIIIIII munDiv. Be LOT: SILVERADO LOT ##1 BLK #14 PROJECT #: 03719.000-01141 MODEL: 2795-CAMDEN OARAOE BVINO: RIGHT PAOE: DETAILS 150 MPH EXP B DATE 08/11/20 ECAM sHEl:T s2.1A