7158 Boxer Round Pl - Laserfiche WebLink

Browse Search

#5 CORNER BAR WI 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK All 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"xB•' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM i#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \,\ PLACE STEEL HEIGHT. REINFORCING (1.2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST +#5 \-� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYRt6" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND B8"xEAM ^ OJT COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL OF THIE NNGI FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 9-1#5 / TOP EINFORC / A �, O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.B ry PQ�� 8xl6 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM '\O EACH COURSE '\r1G 8x8 BOND BEAM TOP OF W/ (1) #5 BAR BOND BEAM �y_ F=FILLED W/ GROUT I .�\a0 U =UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #SS, IN 2ND BOND BEAM BEAM COURSE SEE NOTE 5 A8x8 PRE -CAST CONCRETE - mac Frey NOMINAL---1 6-1 T/ 1 / LINTEL W/ (1) #5 BAR (L2) P� HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY 0 OPENING-2" BOND BEAM COURSE OR 2 BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE; 3l4"=1'-0" THAT XFXX-1T/1MIOB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LI) REFER AND XFXX-1TIOM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS T p OF OPENING PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PINjAD DBL. BOND BEAM SHANK SIZE.145 MIN H AT LOWER ELEVATION WINDOW 00 MIN EMBEDMENT I 1S/4) 83 FROM EACH EN 18" O.C. MAX. MIN 1-V4 #5 BAR BENT AS SHOWN EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 T OR DRIVE PIN (MIN SHA PRE-CAST -'a i' SIZE.145 MIN HEAD SIZ WINDOW MIN EMBEDMENT 1 1/4" 7p, 1S SILL g FROM EACH END AND SLOPE O.C. MAX. MIN 1-1/4" ;7116" EMBEDMENT OPEN FACE SHELL SO -2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PINBAR AS TO ALLOW BENT SHANK SIZE.145 MIN HUPPER TO BE PLACED IN AND LOWER 00 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BEAM #5 MIN. REQUIRED IN 1S/4-) 83 ROM EACH ENBOND TO SHEATHING W/ EACH CELL HOOKED IN 18'• O.C. MAX. MIN 1-1/4SECURE MIN. 2-12d PER BLK. EA. END TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW CMUWALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAIL 3 4 C `� SCALE: 3/4"=1'-0" SCALE:11/2"=1'-0" SCALE: 374"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. > I SINGLE #5 CORNER A I BAR, 30x30 TURNED UP FIIL TURNED DOWN INTO OF BEF. FED CELL BOND.AM II I it I�Bx8 II PIER W/ SINGLE OR DOUBLE REINF. 0AR(S), PROVIDE #5 BAR SEE PLAN. I) / AT EACH SIDE STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=l'-0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdeslgngroup.com AA #: 0003325 ., ' BUDDIV. a X.07cl SILVERADO LOT #8 BLK #17 PROJECT# 04128.002-08171 MODEU 4EAB "1672-ARIA" GARAGE OWING: LEFT PAGE: DETAILS 150 MPH EXP. B PRV;T DATE, 12/03/ 99 BCALE: 1/4"=1'-0" MEET S2.1A