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#5 CORNER BAR WI 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR Wf 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"xe 1, PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8 �t \,\ PLACE STEEL HEIGHT. OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND [p; AS DEPICTED HEREIN, STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST W5 bar_ TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8"x16" Ic 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BONG 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#6 / A TOP OF THE LINTEL, \�' p 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. P95' (�G� 806 DEL. BOND TOP OF BEAM W/ (1)#5 BAR BOND BEAM EACH COURSE G 8x8 BOND BEAM O W/(1)#5 BAR .`. BOND BEAM F = FILLED W/ GROUT I .(�p� U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 `/%p 16-1 T/ 1 1 v 8x8 PRE -CAST CONCRETE NOMINALLENGTH (BAR=WIDTHOF MASONRY ��S,TOP � LINTEL WI (1 AR=WDT 1-7#VS, 0 OPENING - 2" IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE CFy 2 BEAM DESIGNATION THAT XFIIX-1T 1Noe INDICATES A DOUBLE BONG BEAM BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3I4"=1'-0" AND XFXX- 1TA)WOB INDICATES SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W O STEEL (Lt) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - 1T/OM/0B 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 SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1 f4-) 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN ;" 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST .a OR DRIVE PIN (MIN SHANK WINDOW SILL 9 SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" a SLOPE FROM EACH END AND 18' 1-1/4" EMBEDMENT Q 2x8 (MIN 2 X 3) 23M6 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 142,X4LID BLOCKING BAR TO BE PLACED IN 114") 8" FROM EACH END AND SECURE TO SHEATHING W! UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END VCMU BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7115' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE:11/2"=1'-0" G 5 SCALE: 3/4"=1.-0. 3 SCALE: 3/4"=1'-0" PROVIDE 3" DIA, HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I I I .% > - I SINGLE #5 CORNER E BAR, 30x3O TURNED UP (`OI) OR TURNED DOWN INTO STEEL REINF. OF 9 FILLED CELL BOND. BEAM II I II / II II/ FEB G8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF SARIS), AT EACH SIDE SEE PLAN. II / 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"=V-0" I R C N I T! 6 T 1 6 GRWOO.n 31 N. RONALD REAGAN BL LONGWOOD, FL32750 PH:407-774,6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 1lVHDIV. ae LOT S ILVERADO LOT: 9 BLK: 14 P1toimcTp 03719.000— 09141 MODEXe "2045—UNTANA" GARAGE STING: RIGHT PAGE: DETAILS 50 MPH ER.