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NOTES TO THE INSPECTOR/CONTRACTOR TYP.6"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM °D 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 �e \,\ PLACE STEEL HEIGHT. �OF REINFORCING (L2) 4. THE LAST COURSE WILL. BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND r\G� 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. TYR 8"x16" FtP\' S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH OJT / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / Di TOP OF THE LINTEL. 1- g" I- a— LlLN. RONALD REAGAN BLVDVERTICAL REBAR W/ 10" HOOK6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. NGWOOD,FL32760 y�8z16 DBL.BOND TOPOF PH: 407-774.6078 BEAM WI (1)#5 BAR BOND BEAM AX: 407-774.4078 \O EACH COURSEw.abdesl8ngrouP.cOM G 8z8 BOND BEAM TOP OF AA #: 0003325 • OQQ.�\� W/ (1) #5 BAR BOND BEAM t30"TYPICAL F = FILLEDW/GROUT .t\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.#5 BAR INND BEAM rc//// /—BEAM COURSE SEE NOTE 5 16-1 T/ 1 1 V 1 / SX8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) EF NOMINAL—�� Q� HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY CORNER 0 OPENING-2" IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION OF BOND BEAM THAT xFXX-1i/iM/oB INDICATES DOUBLE BOND BEAM #OF #5'S, BOTTOM BxB PRE -CAST CONCRETE &REIMNFORCING AND XFXX - tt/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER SCALE: 3/4"=l'-U' IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX- 1TflM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3116 TAPCON OR DRIVE PIN (MIN WINDOW SIZE.K SIZE.145 MIN D 300 MIN EMBEDMENT NT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT !S (3 C iq iD _�l ^ 2x6 (MIN 2 X 3) 2-3116 TAPCON PRE -CAST `a tb" - OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4') B' SLOPE FROM EACH END AND 18' O.C. MAX. MIN i-114" n EMBEDMENT iN 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ I a,EMBEDMENT O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END p EMBEDMENT OSB TYPICAL MASONRY WINDOW CMUWALL HEA7HING SILL CONSTRUCTION G ARCHWAY FRAMING DETAIL SCALE:11l2"=1'-0, 5 SCALE: 314'=1'-0" r SINGLE #5 CORNER BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM aysa:v ac IAT: SILVERADO LOT #51 BLK #18 PROJECT# 04128.002-51181 MODET. 4EBB "1828-CALI" GARAGE a1IING: RIGHT PAGE: DETAILS 150 MPH EXP. B PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM NGE CHANGE IN ELEVATION OF BOND BEAM SCALE: 3l� 0" DATE. 07/27/20 aCAL.E: 1/4"=1'-0" MEMET A.S2. 1A r SINGLE #5 CORNER BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM aysa:v ac IAT: SILVERADO LOT #51 BLK #18 PROJECT# 04128.002-51181 MODET. 4EBB "1828-CALI" GARAGE a1IING: RIGHT PAGE: DETAILS 150 MPH EXP. B PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM NGE CHANGE IN ELEVATION OF BOND BEAM SCALE: 3l� 0" DATE. 07/27/20 aCAL.E: 1/4"=1'-0" MEMET A.S2. 1A