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NOTES TO THE INSPECTOR/CONTRACTOR TYP 6k6' 1 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 6k16' (p 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM - CORNER W/ 30" FOR �FLP OJ / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1 #5 BAR LAP EACH COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 8 / 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. VERTICAL REBAR W/ 10' HOOK' Bx16 DBL. BOND TOP OF BEAM W/(1)#5 BAR BOND BEAM 9 EACH COURSE t •\O�� 8x8 BOND BEAM TOP Of 7\r\G • W/(1)#5 BAR .�. BOND BEAM 30" TYPICAL FOP�i� F = FILLED W/ GROUT I .\\AO U =UNFILLED GROUT SOLID FROM TOP .p1\O NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL, BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 �/c \ 16-1 T/ 1 B 8x8 PRE -CAST CONCRETE �0 LINTEL W/(1)#SBAR(L2) Pgb��gEi NOMINAL�� LENGTH OF BAR = WIDTH OF MASONRY Q� HEIGHT # OF #5'S, TOP g OPENING-2' BEAM DESIGNATION CORNER IT IS THIS ENGINEERS INTENT BOND BEAM COURSE OR n L THAT XFO-iTnM08INDICATESADOUBLE BOND SEAM #OF #5'S,BOTTOM 8x8 PRE CAST CONCRETE SCALE 34"=1'-0" REINFORCING OF BOND BEAM 1 AND XFXX- lT/01 B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L,) REFER IT IS THIS INTENT SCALE: 3/4"=1'-0" ENGINEER'S TO PLAN FOR LOCATIONS TOP AND %UXX- iT/t MiDB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX-1TMM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 13116 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 1S, O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 3 2x6 (MIN 2 X 3) 23/i6 TAPCON _- 1 W' PRE -CAST -.a OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE 300 SILL MIN EMBEDMENT 1 1/4") 6' o SLOPE FROM EACH END AND 16' O.C. MAX. MIN 1-114" O EMBEDMENT Q 2x8 (MIN 2X 3)2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT. SIZE .300 MIN EMBEDMENT 1 SOLID BLOCKING BAR TO BE PLACED IN /-4 1/4") 6' FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER 1 ' -14' MIN. 2-12d PER BLK. FJa. END VCMUWALL #5 MIN. REQUIRED IN BONDBEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW i SILL CONSTRUCTION CORNER BARS `� �1 ARCHWAY FRAMING DETAIL AT CORNER STEP scALE:112"=1'-0" SCALE: 3/4"=1'-0" J SCALE: 3/4"=1'-D" V PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I I I _ SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM II I II I�8x8 II CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL �U CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=1'-0" A R C N I T I C T a 6 Gr e i Ilona. 14i N. RONALD REAGAN 80 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 h O F DAR ET 06/10/21 SCALE: 1/4"=1'-0" SHEET N.S2.1A